Loading...
HomeMy WebLinkAboutReel_0025Dti Figure 49. Properly selected grass species can provide effective streamhank protection. e rip `i i +l G? 9 ? ? 4`" ?, VdelY?ry , ?I+! ? W IaJ t9'?COwl CR T µC? ? ? ? ?? i I Y I ? ? 1 [ 1 y I 4 I . I I I f Y I 1 Y 1 1 F }+ 1} tt 1: f t ? dl? r 1 , t I ? y,? ? I I I IC 4 h I ? 1 I Fr I d? to KAM" 5 71 r • "its ? z.. v . , "u Dumped Rubble Eroaed Sank Fallen Trse Eroded DonY i.•.:- 4 c ?•? t Eddy Current Eddy Current r A. Prmeuaion of dumped rubble Into the atr.amflow aouaes an eddy eurr enl to fen.. Drainage Prpe? -? ' Eady Current C. -Indenrl.n in the banklin. du. to an Imps P.rly .en.lru bl.d grain ag. pipe .uttall r...lt. In eddy _' .nt der.lopmenl. e. Crown of a fall.. tree at. up an .ddy ..crane. D. n.hobllillon of a rough sane allows the bank to c..far. to the passing .cream now and minlmi:e. bank erosion. Figure-50. "Rough Zones" along o streambonk may cause erosion due to eddy current circulation - I ? qtJ ?--5'd?'?a? : t ?'? 6 W ! I Iv P .d ? YR rdy1? ?gf?A'3?'w"; , !A?hrt?`" ?kSy y6?4?tiP rN' ? W m- : I v ? T ? I y.w - r A w M Y ,+?y.; ' 51 Std ? '? G u ! a Yt T1 t ? r I ,. 4rA'.. 1??1 i 1 r ,,.r i Yrh I ? 1{ tiV.IF?. u 1 I _ r ? I l I i Ott 4 ? y I .i I r T ? ?r F ? ri 1 ?• +??? D l S rn? ? I f t 5 V, N v v l r - ? .r 5 . y 1 fi s Water Surface 90° A. A vertical cliff has a bank angle of 90 degrees a 20° B. A streambank with an angle of 20 degrees is difficult to walk on 5° I C. A bank angle of 5 degrees is considered as being very flat for a streambonk Figure 51 The steepness of a streambank shape is measured as an angle. ! ? , t M , F ?? 1vy ? ? ?r ? ?!? 9??a'rl? v? ?' e1 • a} '- ? Y 'p2S? ? , : . ? . . ; y i ?r .. ? ? W? ? +??? L I t 1 ?J } Z P', ' 1F I ?rotractor ?arallel to bank ? slope as , _ c., a Ruler Figure 52. Simple device that can be used to estimate a bank angle.. I -D .r Figure 53. Bank height is measured vertically from the streambed to the top of the bank. a 4 c" ? 9 r r ? ? r7 1 1 1 ! ? Y ? Y 4`? ?? I u l r'. ? l y\ _ 1 S i f? ' ? j r 4 ??4,(y,?? 1 r p?( w t I y44y??I?I ? 5Y ? r ?r +?? it f i4 ? f n r t ?i?r r '. '?I ? 1 J S c? ? i r r r t Figure 54. Sand-cement blanket (Photo courtesy of Portland Cement Association). q1 ? t I t + + I . S; ' 1 l l 1 ? 4 r? A % I' % ff t ? ?' i ? I F } !? R ? A l S y i _ fl t L J ' 1 i I . r I S! t 4 J , ,i1 r ' ?l 1 'R i I i I' 7 Y ?I 1 J 7 h?I IA f tt ? 1 , t Figure 55. Riprap is an effective method to control toe scour. - q..,. r rE4r? d t [ h 7 ti 7 f•r? , ?m1' "A no ?dh? {? ? ??r ?? dd ?` !I ? l kS % ` 1 f t ,f + ?'t ,? hill r ,J 4 ` r 4 q? vn F Figure 56. Riprap blanket. y ' M Y rs ? , Water Surface 18 Inch thick layer of ripe op 2T• maflmum ea %Key !It e nah at bate of blanket slob ilief bank toe cod ylerrwlt m Wep on upper bank from fIid,.g J A. TyplCel design for dump-0 210ne revetment 12 inch thick layer of Filler /.brat rl prop - a• R?DaOp OD/en al Daee of blonkel flit Dilii et bank to. aAd peventt ripro0 on upper bank faint willing k Tie -in Trench and of blank./ Fi-W blanket thIeknest _ twit. blanke/thitlmtf 6 Inch thick gravel 1 lllewr lh- I-I. blank., "i.enees e. TIP-4 deal:. for he na-CeO stone / ralmwn/. To.-In trench if dug parallel with the uoilreom and dow nat/eam .nits of blanket to it .....I In. I...-Al from ..reveling Figure 57 . Typical stone ripropsblonket designs 1 thick gravel filter _ ? ,. • '? Syr ? • j? uiiio Figure 58. Filter fabric being laid out on a streambank prior to placement of a riprap blanket (Photo courtesy of • Carthage Mills). +1 'P'' h , } ? I ,U-gw?vxm? t ,11) -.auxa a , Ya o-? ? Am. ?waeae?ru , X P ) N(I I I N, ?f I f 1 ; . FISFI `l i ! N 1' I 1 I / . ( r au 1??? T 1 .I- i : E a Lai O H M ,? i r?,, it 1 n { A? 33 s i WE, 9 1 ? p Figure 60. Sand-cement bag revetment. _ ?•5 U 1 r iM ? Il; d m f A ? ? , y C " w w? i "' J a# k1 1w ? t i al 1 ? ? jl f iS 1 1 ? 1 S ? ??y l Figure 61. Commercially manufactured cellular concrete blocks. 7igura 62. Rubble revetment constructed from broken pavement, concrete blocks, and house brick. y d 5J 5v i 5 ??+ r ?^? ? r Ott a & Q vY4vi " , ? v r? Nr <ue ? ? .? ; 1 r r a w ` k v ga x y i " I- jjj- M i ti Figure 63. Junk dumped on an eroding bank is not only un- sightly, but will not provide any long-term protection. It - F ;f Figure 54. Used-tire mattress, p Tl? .V A, }e M^ Yl `` 4irA' Y ??K"? P't4 Ay1?F1?,W,/k'+M1,7fCPT :.1{ EAT SAS l?7(aI+7!..,.?'{RYrk'CY?svWw d? 52t,. O5 -. a*m q:y+1?,t 4W{ >rf P ? YS 1 - ? - Z F V t?h` h? Y 1 t? , 5 f ? 1 r I l lam. f L l 4 E 5 t t, ?? ` r 4 ? ti 8 Figure 65. Stacked-tire revetment. h !e 6 .?C t of 1 _ f ? r Figure 66. Tires should be banded together. D " 1nF t4'0°f t''"rS '"?'Fk {te " nnill?# Sd 1 f 7 rr. I,YZ r j'XAC.P:" ?, a ;+.:: 144s'?T7eAW+@YUk?, i P4.1Ar '?P '94ggQ;t'n? ` ? ' F 1??? \ l fl` ?1 y. ?.r,( r l f 11 ? ? i4f??,14P F 4 ? r a r.. a: Figure 67. Stacked tires should be packed with stone or rubble. s l t - It Figure 68. Wooden fence constructed along an eroding streambank. Note sediment deposition behind the fenceline and the tic-back fences between the fence and bank. If the fence is long, tie backs are needed to minimize flow between the fenceline and bank. ?I t X???, yN., v svclw xar ?. v "'MT7L'Nf ?)? f :. .r .? r v.. r n z r? r x n?' tr?4,?' u?a wne .Cv?.?S ` r Y4f' ?d? v Y' ? 4 - , I'. VMA ? I ? ti ? r < r ? ? y ?j j ?I 1 5 I ? l.f _\ (!1? ? r 1 ?n 4 ? r l r +, r y Y? I 1 1 I! J !. Figure 69. Double row fence. Note sediment deposition behind the fence. 7 M nrdr 1 1 ' M. Figure 70. This aluminum bulkhead wich a concrete cap serves as a boat dock and stabilizes the bank (Photo courtesy of GAF Corporation). S 4 ..c+taiE. s. • t ? ?• I •. •N?y . ?y ???.? h ? k,R 't it ? 1?. .=of-"'?i. :?:noi?d ?4;;?i?fRV ? 1? v?y?g , n, ?'•SL..•{,?;?`?{,?. FRI -1 bpi SyH9 `X? kph r,4•y t•x+ -., - .... 'r is Y?.i.? .. T ?. ,?2r 3S a? M, Figure 71. Timber bulkhead. Figure 72. Used-tire bulkhead. i 1 T a? &d `? ? H I ? ' u'? - rt r. S. . it • e ?5 y ,n w r'$Y?... aPffi.. i { 43i:?'. $Ys?.r:?l9n.o ' S ? AA { ,", ? ??(??? ^.x.75 •.?- - ? ?'? I ae Figure 73. Kellner hack fields are an effective means to en- courage sediment deposition and volunteer vegetation growth on an eroding bank. In _his photograph, the bank has become completely stabilized and vegetation well established. The stream is about 50 feet to the right of the string of Jacks. a 11 r. r ?, r A .k S Figure 74. Board fence dike field. T -"'- .;: - PS I F-01-11,50' • 11- '?a" r T7 9 t r i 1 71 1 v?- w 1 ?f• .a Figure 75. Wire fence dike field. Note that the top of each fence post is guyed to the bottom of the fence post immediately upstream and that each fence line is tied into the bank. It (. ? h Q MI, 1.1- "I V Figure 76. Brush dike. ?? r y ? s l,^ ?kdk 4 r r C / L: K y { N:v 14 ., rrl I.ryl ?ruw..yr? ..IN.y?r ?yli[{.I NI ?' Flout Figure 77. Impermeable dike constructed out of stone with earth fill. c .i r , c . Figure 18. Brush dike tied into bank with cable. xi sec?a u- z DEPARTMENT OF THE ARMY SEATTLE DISTRICT. CORPS OF ENGINEERS ' P.O. BOX C-3755 SEATTLE. WASHINGTON 9BI24 . NPSEN-PL-RP 31 JUL 1991 SUBJECT: Favorable Section 205 -Reconnaissance Report, Brinnon, Washington Commander, North Pacific Division ATTN: NPDPL r 1. Reference: NPSEN-PL-RP letter, dated 13 May 1981, subject: Initiation of Section 205 Reconnaissance Study, Brinnon, Washington, and DAEN-CWP-W 2d Indorsement, dated 28 May 1981. 2. Ten copies of report are transmitted for review and approval. 3. Preparation of this report was accomplished is accordance with criteria set forth in ER 1105-2-50, Continuing Authorities Program. 4. Total estimated cost to perform detailed project report studies is. $369,000, which includes $13,000 for reimbursement of reconnaissance report costs as approved in referenced indorsement. Request $13,000 be immediately allocated for reimbursement of reconnaissance report, $300,000 be allocated in October 1981 for FY 1982 studies, and $56,000 for FY 1983 studies. C" 1 Ynel (10 cys) LEON ASKI C-°,r•,ol. Corps of Engineers as -rrrnandinq r, LV;Y 11 1988 JEFFERSON COUNTY ENGINEERS OFFICE 1 Y i - I: Aj . r( DEPARTMENT OF THE ARMY iItATTLE DISTRICT. CORPS OF ENGINEERS ?.R c k P.O. BOX C-3755 ass ^. I BEATTLE. WASHINGTON 98124 Y ? f• 4 + Y p NPSBN-PL-RP 31 JUL 1981 s. SUBJECTS Favorable Section 205 Reconnaissance Report, Brinnon, Washington a 4j 7 Commander, North Pacific Division 1. Authority. This reconnaissance report is submitted under the authority l:} of Section 205 of the 1948 Flood Control Act, as amended. In a letter dated 27 February 1980 (inclosure 1), Jefferson County requested Federal assistance! .? in providing flood protection for the Brinnon vicinity. ?' z P 2. Location. The study area (inclosure 2) is on the Olympic Peninsula in northwestern Washington State. The Dosewallips River rises in the Olympic .. Mountains and flows about 30 miles eastward to its mouth at Rood Canal. Near its mouth the river passes through Brinnon which includes unincorporated j areas of Lary C, Brinnon Flats, and Dosevallips State Park. Tf 3. ExistinSt Flood Protection. In previous years training dikes and a low ' levee have been constructed along the Dosevallipe River upstream from the D.S. Highway 101 bridge. Prior to 1957 the State Park land was privately owned. Shortly after the 1955 flood, the owner used river-deposited gravel to construct a dike about 200 feet long. About 1957, Washington State Parks Commission extended the dike to a length of 500 feet and strengthened a':s it with armor stone weighing about 1,000 pounds. The dike was severely dam- ( V aged by high water in 1964. Washington State Department of Transportation has constructed a training dike which extends about 200 feet along the left y f bank of the river upstream of Highway 101. The dike is faced with heavy riprap and guides the river toward the highway bridge and away from old ¢ C' overflow channels. In February 1950 Jefferson County built a low levee just upstream of the dike to provide some protection to several homes. ? I 4. Flood Problems. Wind and weather patterns during the winter months h., frequently cause heavy rain and rapid melting of the heavy snow packs in the ¢ Olympic Mountains, with resultant large and rapid fluctuation in the Dose- wallips River. Flooding in the lower reaches of the river is aggravated by shallow gravel bars and the deposition of debris. Flood damage occurs along i the left bank at the Lazy C and along both banks of the river in the vicinity " * of the State Park and Brinnon Flats. A 32-acre campground area on low land adjacent to the right bank in Dosevallipe State Park has been inundated by the Dosewallipa River any times since 1955. Water depths varied from I to 4 feet, while flooding lasted from I to 5 days. The left bank area of, Brinson Flats, about 75 acres, is also subject to flooding of residential and commercial structures. mdv , •t - IQ" -I--P_ I " 4 I + 11' S '1 C i}?f 7 11, ?,*+tt a y?u 1? 17 -I? t , nor ?f ! x T e r h I ? ,r?? d i . ? fiy hf? IMP r u7n?: - .. ?? A ' RPSEH-PL-RP Tb ?' y SUBJECT: Favorable Section 205 Reconnaissance Report, Brinnou, Washington 5. Stream Characteristics. The Dosewallips River drains approximately 117 square sales on the easterly slo e of the Ol i p ymp c Mountains in western Washington. Most of the watershed is rugged, mountainous terrain with k , , pea s reaching an elevation of 7,900 feet. Heavy aggradation has resulted in continual changes in the ri h l r•' .ai. ver c anne . In the upper 25 miles, the river flown through a narrow valley with an avera e f ll g a of about 230 feet per Mile. The lower reach in the vicinity of Brinnon passes through lowlands j subject to inundation. The gradient in this reach averages about 15 feet per mile, and the low-water channel ri f t - va es rom 100 to 150 feet in width. A D.S. Geological Survey stream a i station, of g t l p a Brinnon (drainage area 93.5 square mi les) # was in operation from 1931 to 1968. The largest flood of record (Movember 1949 with di - a scharge of 13,200 cubic feet per second (e.f.s.)) corresponds to about a 100-year flood A p . 10year flood has an estimated peak discharge of about 7,700 c.f.s. a. 6. Alternatives Considered. Preliminary studies were made of levee improve- Mentz for Lazy C9 Brinnon Flats, and the State Park. Also, at the request a of Jefferson County, a damsite was investigated at river mile (R.M.) 1, between Lazy C and Brinnon Plata. A geological reconnaissance was d f ma e o the R.M. 1 site and another site upstream near R.M. 3. At R.M. 1 the Dose- wallip¦ River fives across bedrock for about 300 feet. Bedrock rises 10 feet on the left bank and about 50 feet on th i ht b y e r g ank and is then overlain by the glacial outvash terrace, composed of sands, gravel silt, and ti119 and is not the bottom of the preglacial valle Si S .' ? y. nce there is no way to esti- mate the thickness of overburden within the buried channels on either side of th e present bedrock channel, it is unlikely that the R.M. 1 site would be suitable for a dam because of the pervious foundation and the great extent of leakage control (blanketing reservoir sides with silts and clays) which would be required. The dassite at R.M. 3 appears more suitable than the a` R.M. 1 damsite. A study made for a dam at the R.M. 3 site indicated that a H multipurpose (flood control and hydropower) dam with a height of about 100 feet (about 10,000 acre-feet storage) would cost about $50 Million , would produce about $2 million annual! in hydropower, 7 flood reduction and recreation benefits, and have a benefit-cost ratio of less than 0.5 to 1. In addition, about 250 acres of bottomland and 2.5 miles of river would be inundated, which would significantly impact existing wildlife and fishery resources. 7. Most Fusible Alternative. The design of the alternative considered Most feasible for reducing flood damages in the Brinnon vicinity consisted of construction of three levee segments to protect Lazy C, Brinnon !late, and the State Park, respectively 3,900 feet, 3,600 feet, and 1,900 feet long. This alternative would provide 3 feet of freeboard above the design 100-year water surface profile. The design and layout of the levee is show on inclosure 2. Embankment material is available in Brinnon and the riprap source is at Eldon (about 30 Miles south). During detailed project report (DPP) studies, in cooperation with the Washington State Parks Casmission, the design of the levee will be refined to provide appropriate landscaping and river access in the State Park. ??,afi e. M 1 PSEN-PL-RP SUBJECTS Favorable Section 205 Reconnaissance Report' Britmon, Washington 8- Preliminary Analysis of Environmental impacts. The principal commercial and sport fish produced in the Dosevallips River are chinook, chum, coho, and pink salmon and steelbead and cutthroat trout. Both pink and chum salmon apavn in the project reach. Wildlife usage in the area is largely small mammals and birds. Vegetation along the project reach is mixed coniferous- ' deciduous forest with the overstory dominated by bottomland species, such as d • al er and cottonwood. She primary environmental consideration in project q design is protection of the riverine environment to minimise adverse impacts i f, to fish and wildlife, esthetics, and recreation activities in the Dosevallips M I r?f State Park. Construction of the most feasible alternative would result in the loss of approximately 3 0 acres of ri arian habit t d 2 5 f £ N r . p a an . acres o aquatic habitat from levee construction along 3,900 feet of the river and . - the additional loss of 6.5 acres of wildlife habitat from construction of pY fit 59500 feet of levees set back from the river's edge. All levees would be m seeded with native grass species as a project feature. Unavoidable habitat a losses and the associated adverse impacts to fish and wildlife and esthetics could be further reduced through limited vegetative plantings. She most feasible alternative is consistent with future plans for the Dosevallips j9 State Park and should have only minor impacts on recreation. There have been no prehistoric cultural resource (CR) sites recorded in the area and no sites are listed or determined eligible for the National Register. However, since the area of the proposed levee has a high CR potential, a M recon- naissance would be done during DPR studies to determine whether a CR survey " i and/or salvage are warranted. j p _ ° 9. Preliminary Estimate of Flood Damages. Brimon includes three geo- ra hicall distinct a ea : ?. g p y r s Area 1. Brinnon Flats is located on the left bank of the Dosevallips ' River. She flood plain consists of approximately 75 acres and includes ,> wa " 21 homes, 10 mobile homes, 12 commercial establishments, three public facil- r ay iiies, and approximately 6,000 linear feet of roads and streets. Residential '. 1 ! homes range in value from $25,000 to $559000 with an average of $3411000. Sutal damages fora 100-year event are estimated at $760,000. Damages in ; A the December 1980 flood (about a 5-year flood) were estimated to be $87,000. ` , Expected average annual damages are estimated to be $76,300. Area II. She Dosevallips State Park area is located on the right bank L o the Dosevallips River and west of Highway 101. The 32-acre flood plain fludes 27 campsites, 80 trailer sites, picnic tables, stoves, two comfort stations, and approximately 29000 linear feet of paved driveway. Damages for a 100-year event were estimated at $217,000. The December 1980 flood caused approximately $44,000 damage, including the permanent lose of four campsites. Expected average annual damages are estimated to be $269600. Area III. The Lacy C is located on the left bank of the Dosevallips River approximately 2 miles upstream of Brinnon. The flood hazard area includes 35 permanent residences and 37 part-time residences ranging in 1 : 4F: ) 1 7,' 1 r ; 3 ? J??IV1 }i S a . } } ? 1 ; yg t PP. ? ? I k ? ! ly y N A iy A 0 ? } ??C +5 !FA ! !x"., la rj ? 1ql y "+?1n r, , 7 r 'kU ? . 1?j ? I ? ? 1µ ? _ - 1 V 1,r. 9 y 1 r if ! f i i !? , ii ?K 1 t f I Y1:1 V } 5 ? ?y t i! } V ? ?. 1 ?? t 7 I 1 rl?,?i 11. Preliminary Benefit/Coat Evaluation. Average annual flood damages within the flood haterd area are estimated to be about $1859000. The most feasible alternative would provide 100-year frequency flood protection and reduce these damages to about $18p000p yielding average annual inundation reduction benefits of about $167p000. Based on a 100-year period of economic analysis and an interest rate of 7-3/8 percent) table 2 summarizes annual benefits and costs for the most feasible alternative under existing condi- tions. Comparison of annual benefits and costs yields a benefit-to-cost ratio of 1.1 to 1. A determination of future benefits was not undertaken in this reconnaissance study because the benefit-to-cost ratio under existing conditions was above unity. An analysis of future benefits may result in an increase in the benefit-to-cost ratio. The Lacy C has so incremental benefit-to-cost ratio of 2.3 to 1 and the downstream levee system has a ratio of 1.4 to 1. 4 `m1•? ' h Yr'"F%• I' ht. 3 ??4' QA' i ?>r d ?Q ?G J 1?+-n'isxi dy ? k?7k +?4,,b ?;' n8i Ik' „ 1, n, ? t P?. iT o •??' I ? + ? ? y5 t b M ?k? r a' r r I? . J ? 1 Y L i- ti F 1 1 '?}? 41I f L ll Ijj { MMM A' C YAW yak ; - , , , ? ?? 1 4W i Rc?a tl a ? a s . 'u '4r .arr rr men i t ` ?` ?? µl M ?U! ° `. HPSHA-PL SP SUBJECT: Favorable Section 205 reconnaissance Report, Briunon, Washington TABLE 2 BENEFIT-00 ST COMPARISON (June 1981 Price Level) Benefits Inundation Reduction benefit $167,000 Costs Interest and Amortization $96,000 Operation and Maintenance 4.000 Total Annual Cost $100,000 Benefit-to-Cost Ratio 1.7 to 1 12. Detailed Project revort (DPR) Cost Estimates and Schedule. Cost esti- ¦ates and stud" descriptions necebeery for preparing a DPR are provided in incloeure 3. A network scheduling DPR studies is provided in inclosure 4. As is shown on the study network, the DPR has been divided into two study phases. If ¦ feasible project is indicated in Phase I of the DPR, the study will proceed into detailed Phase II work. In order to minimize DPR study costs, other structural flood damage reduction alternatives will not be con- sidered unless information developed during the Phase I DPR study indicates that the alternative considered most feasible in this reconnaissance study is inadequate. However, nonstructural measures will be evaluated. During Phase I, the levee alternative considered in this reconnaissance study will be designed, standard project floodflw estimated, and level of protection determined. This level of protection will provide the basis for the detailed project design to be performed in ?base IT of the DPR. 13. Recommendations. In view of the above considerations, I recommend that the preparationof ¦ DPR be authorized under authority of Section 205 of the 1948 Flood Control Act, as amended, and that funds in the amount of $369,000 be made available for this work. ? 4 Intl LI as Corps of Engineers ding 5 ?' kl ?s r n Y 4 1, j. 11 } L A. d - 1 Y ?? T 1 r 1 f L r rat ! ?1 a S ?? 1 r 1- ? I ? ? < It is the general consensus of the Board of Commissioners that if a flood control project is authorized the cost in excess of the federal funds authorized and the expense of maintenance should be paid by the property owners who will directly benefit from the project. Our thought is that assurance for payment of those expenses could best be met by a Flood Control District for the area. Such a district is authorized by the Revised Code of Washington, Title 86. Could the guarantees which you require be provided by such a Flo.. Control District? We request that you proceed with the reconnaissance study, and request that you advise us on the question of whether the guarantees can be _. C. I 1 4 1 w? ? ? Iwo _? ter,. b ; ?t 'r . ;, s ! ? X11 '? ' I ti ?I ? ?' ? `i ?3 ?,?,? ,? ! . ? ? - ? }) ' { r I . ! i swy } fF v ?.,? ? 7y I t'? J { , ?I t? I Very truly yours, A. M. O'Meara, Chairman Jefferson County Hoard of Commissioners dlm cc: Mr. Milton L. Sanstrom 9 - 1. Authority. This detailed project report is su!nUtted under the authority of Section 205 of the 194" Flood Control Act, as emended. Permission to proceed with detailed studies was granted in the 6th indoraement dated 9 AuCust 1967 to HPDEN-PF basic letter dated 21 i November 1966, subject: Dosewallips River, Section 205, Reconnaissance Report. 2 Locution. The stddy area shown on inclosure 3 is on the Olympic ' Peninsula in northwestern Washington. The Dose.iallips River rises in the Olympic Hountains in Jefferson County and flaws easterly about 30 } i miles to Hood Canal, an arm of Puget Sound. The mouth of the river is ? i near the unincorporated co:aaunity of Brinnon, WashinEton, and within the bo mdaries of the Dosewallips State Par''- 3. Flood problem. Wind and weather patterns during the winter months l ?^ frequently cause rapid melting of the heavy snar pacS:s in the Olympic Mountains, with resultant large and rapid fluctuation in the Dosewnllips w? River. Flooding in the loner reaches of the river is aggravated by shallow gravel bars, high tides, anal the deposition of debris. Flood damage occurs ¢ i along both banns of the river in the vicinity of the State Park and Brinnon Plate. ?• I f. a. Right bank. A 40-acre campground area on law land near tide- vater in Dosewallipa State Pnrh hLe been inundated by the Doeewnllips River seven times since 1955. Water depths varied from 1 to 4 feet, while flooding lasted from 1 to 5 days. b. Left bank. While the lower portion of Brinnon Flats is also i subject to flooding, much of that which occurred prior to 1965 was due to P bncl:wnter ccused by inadequate culverts through Higlnrny 101. The culverts i were improved in 1965, and future damage due to bactvnter flooding should be less severe. Approximately 54 acres pre sul?ject to flood damnge. 9 ? f S r s, ' ",ILA t Pia Y, ? R ` 7 3 7 ,7«M Nnaew ? ? rUl o C, ? r Ph e 't , -L?Y °tc ti 4 t u ? d' ? 4` a!' sl Ls,,? }lfih 1 11 7 7' 6 ! i 4. Purpose and scope of investigation. a. Purpose. The Investigation was made to determine the feasibility d of Federal participation in a project to Improve the lower Domewallips River channel and banks to prevent periodic flood damage to the Dosevallips k State Park and its environs. ? I b. Scope. Detailed studies were divided into two phases. The first phase Included field surveys; hydrologic, hydraulic. design, and economic studies. Aerial photographs, topographic maps, river crone sections and a observed water surface profiles were obtained in the vicinity of Erinnon , Flats and State Park. Hydrologic and hydraulic studios consisted of determining flood control storage requirements, preparation of discharge- frequency curves and computation of water surface profiles. Design studies ` 5 included preparation of design and construction cost estimates for levee , Improvements and upstream storage. Economic studies consisted of flood damage appraisals, determination of land values. preparation of damage relation curves and a flood control benefit evaluation. Studies scheduled for the second phase which were required for final determination of project feasibility included a detailed design and cost estimate. However, before y the second phase studies could be Initiated the Washington State Parka and t Recrea ion Commission, by letter dated 30 October 1963, Inclosure 2, requested that the study be terminated. 5. prior reports. ! + E s Section 205 reconnaissance study. A favorable Section 205 reconnais- sance report was submitted on 1 March 1966 on levee improvements along a 1- il h f th f h h m e reac rom e mout o t e Dosewallips River. The proposed project vas designed to protect against a flood having an average recurrence inter- val of 50 years. Permission to proceed with detailed studies was granted In the 6th indorsement, dated 9 August 1967, to NPDEN-PF basic latter dated g 14 21 November 1966. t 40. 6. )tasin description. The Dosewallips River drains approrimately 117 0 square miles on the easterly slope of the Olympic Mountains In western Washington, as shown on Inclosure 3. From Its headwaters the river flows , . easterly about 30 miles and discharges into Hood Canal, an arm of Puget 4t §v i Hound. Numerous streams flowing through steep, forested canyons enter the river upstream from the study area. Most of the watershed is rugged, + i mountainous terrain* with peaks reaching an elevation of 7,900 feet. The lower end of the basin Is a tidal estuary for a distance of one-half mile f' above the river mouth. The broadest part of the delta to one-half mile. t wide. Heavy aggredation has resulted in continual changes in the estuary. p As shown on Inclosure 4. D.S. Highway 101 crosses the river and bisects , the Dosewallips State Park. ?', x i• "' 1 - I ,i k _ , `may +( 2 n? 1 7. Existing. Federal protects. Ho Federal flood control projects have been constructed in the Dosewallips River basin. 8. Existing non-Federal projects. There are three levees along the lower reach of the Dosewallips River as described below: a. Prior to 1957, that part of the State Park within the flood plain was privately owned. Shortly after the 1955 floods the owner used river- deposited gravel to construct a training levee about 200 feet long. About 1957, the State Parks Commission oxtended the levee to a length of 500 feet, and strengthened it with armor stone weighing about 1,000 pounds. The levee was severely damaged by high water in 1964. The levee is not tied to high ground on the downstream and and does not provide adequate protection against high flows. b. The State Department of Highways has constructed a training levee which extends about 200 feet along the left bans, of the river upstream from Highway 101. The levee is faced with heavy riprap and provides good protection to the left abutment of the highway bridge. c. A training levee several hundred feet long has been constructed by the State Parks and Recreation Commission along the right bank of the river. The levee is in poor condition and provides only a low degree of flood protection. 9. Economic deva_1_opagat. a. Population. The small unincorporated community of Srinnon, near the mouth of the river, is the only town in the Dosewellips basin. The western half of the basin is in the Olympic National Park and in unin- habited. The eastern half of the basin has a population of about 500. most of whom live in arinnon Plats and adjacent to D. S. Highway 101. During the summer months a large number of tourists use the State Park for camping and picniclAng and as a base of operations for boating, fish- ing, hiking, and horseback riding. b. Resources and industries. Thera are no major industries or primary resources in the Dosewallips basin. The majority of the people are engaged is diversified occupations such as commercial fishing, oyster raising, farming, cattle raising, nurseries, tourism, and logging. A log dump near Srinnon plate serves the logging operation. Farming in the area consists mainly of raising oats. Cuttle raising is also con- ducted on a small scale with an average hard of about 25 head. Commer- cial oyster beds are located in the vicinity of the State Park in Hood Canal. 10. Climatology. The O.S. Weather bureau has maintained a climatology station at QuLlcons, 10 miles north of Srianons since 1920. Records from 3 .}? xx f (J ? 5r? F :.` . ?' 6g i Y' ?? a,1W.4Y.? pxi l .?,y rt yyp.. y [ a v7? I )... Y x! ?c tii? Y) F f,}??; S ?1 iR'W M$ ?• 'P ?. ??Y'^` Lxm ? ? 7,y • r?? 1 4d i1k? a . I 4'Q? J .. ^ . t' ` r'... ? ?-OP MI s d; P c E? this station show temperatures ranging from an average annual maximum of 61 degrees to an average annual minimum of 39 degrees. The extreme b (, temperatures are a high of 102 degrees and a lot of 3 degrees. The mean E annual temperature is 50 degrees. In common with most of the Olympic Peninsula, the Dosewallips River Basin has abundcnt yearly precipitation. , The greatest yearly precipitation at Quilcene uas 76 inches, and the law- Cd est yearly precipitation was 32 inches. The greatest rainfall in a single dey war 4, inches. The yearly rverage rainfall in 51 inches. The range of mean annual precipitation over the Dosewallips River Basin is 45-120 inches. 11. Runoff and etremcflo, data. Stream gaging in the Dosawnllipa River B-:,sin began in 1)31 at A U.S.G.$. station about 7' miles upstream of Brinnon. This is the only stream-gaging station in operation on the Doseanllips River. The largest flood of record occurred in November 194: and hzd n discharge of 1:,200 cubic feet per second (c.f.s.). This corresponda to About a 100-year flood as shown on the discharge-frequency curve, inclosure 7. Table 1 it a summary of the ten highest annual pea"_ discharges for the years 1931 to 1967. Water surface profiles were computed for 10-1 25-0 50-9 100-1 and 200-year fleas under existing condi- tions. These water surface profiles are sho-an on inclosure 5. A carter surface profile for the 50-year flow under the proposed leveed conditions at the State Park vas also computed. This water surface profile is shown or. inclosure 6. TABLE NO, 1 Ten Highest Annual PePL Flood Discharges I USGS CAGII70 STATION Dosew•Allips River Near Brinnon (Dreinege area 93.5 equere miles) Average Pea". Recurrence Diachrrge Interval R_n"%' Year Month c.f.s. (years) 1 1949 November 13,20C 100 2 1934 November 10,?00 35 3 1955 November :),050 11 L 1963 February 7,9 0 11 5 1961 Jnnuary 7,520 6 1960 January 6,600 6 7 i 1941 December 6,270 6 1966 December 6,130 5 9 1933 Dacembar 5,:30 5 10 1947 October 5,740 4 ! 4 ¢ t* n ? ? ' ? ? rr? ?r?ht 8 ?? ?. , ?? ??M ? {'f?'? ' M ' ? 1 ? ? ? W Y ,y? y `` ? ?? ? Y ? ?3L 5? u4?l? IGP ( k n M3NItiit} ?? 1 ?W M 1 t'.YY .l 1 ?. P {? W"Y 5 Vi d S t t' ? t r ` Y g4` ? h p r ,V d r r y __-_ -? c•5 sq ?y &wJ Ps' 15. Stream characteristics. Thu Doseaallips River is an unpredictable i and highly reactive river. In the upper 25 miles, the rlger flows through a? a n:'rrar valley with an average fail of about 230 feet per mile. The layer r ' I ra:ch in the vicinity of the State Park winds through larlando which are subject to inundation. The srcdient in this reach averages about 15 feet P i per mile, and the low-Hater chr.nnel varies from 100 to 150 feet in width. ' The mouth of the river is in the tidel plain of Hood Canal and is subject . i to inundation Ly high winter tides. When high tides and large-volume r,noff occur simultaneously, the Doaewsllips State Part. is flooded. 13. Extent end nature of flooded area. o, Dose-.rallipe State Park - right bank. The Dorewallips State Park, r " on the right bank near the mouth of the Doaewallips River, is in Jefferson Conaty, about 20^ miles due west of Seattle, Wnshington. Host of the 509- x acre pnrl• is rugged and undeveloped, except for a 40-mere area adjoining b r? j the layer river. The primary flood area in the State Pnri. is the improved 40-acre campground. Development in the campground consists of a ranger station, 156 caarp sites, four comfort stations, paved roads, registration t?ftlk i Looth, landscaping, electrical and water utilities, septic tanks and the fields. The estimated cost of these developments is ¢300,000. A portion of the undeveloped hi:ar.E rxe_ is also subject to flooding but damage is minor. fi „ t. Erinnon Flats - Left ban]:. An area of about 40 acres of land on r the left bank of the Dose:rallips River upstream from D.S. Highway 101 has been subdivided into small tracts, and contains several residences, truck gardens, and one school. Suburban development has doubled in the - }rat 10 years. This trend is oupocted to continues thus increasing potential flood damages. 14. Flood damages. The State Park was inundated by flood:+nters in 155, March and November 1953, February 196:, January 1961, December j 1x62, February 1963, and November 1964. Floodwaters overtopped the low training levee at the upstream end of the developed park. nrea, then fol- lowed s low swnle from on old river channel inundating most of the lower g f I purl to a depth of as much as 4 feet. High velocity floodwaters damaged roada, parlang areas, tnbles, esrl:cra, utilities, lawns, and comfort eta- rf}9 Lions by silt deposition, debris Accumulation, and weed infestation. w Cleanup operations included removal of flood deposited silt, sand, and +,' s< gravel. ASTicultural lando adjacent to the left bank: of the river were ? iz :11 flooded to varying depths. Flood damages that would be caused by a 3. recurrence of the Februory 1962 flood are estimated to be 646,000 for e the left Erinnon Flats area and 6120600 for the right bank State Park Xi ` f;l Aran At 196, prices and conditions. This flood was the fourth highest v y ! flow since 1931 and has an overage recurrence interval of 11 years. y rf i? 15. naroverionts desired. The Washington State Farl•a And Recreation y }x y Commission by letter dated 1: January 1966, incloacre 1, requested monist- ? f P cn•.e in eliminntiry; the flood threat to the Dosewellips State Park from {`S the Dormiollips River. The Reconnaissance Report contemplated irrk.rovementa 14+t v ! 1 Y on the right ban:: upstream fret U.S. Highway 101. Subsequently, the i i Pnrl:s Commission requested thct concideratioa be given to flood protection dm,; strcam from the highway. Desired improvements included a levee along the right bnnl. of the river, possible renlinmcnt of the river channel downstream from, the hiphwny, and a sen dike extending southwesterly from L the downstream end of the river levee along the high-tide line to the higly.my embnnl.ment. x ! 16. Blood control imnrove^er.tz eonsider_e_!. Preliminary studies were 1 made of sevoa different combinations of charnel and levee improvements. I ° The studies included improvements both upstream and downstream of the U.S. Highway 101 bridge. of the improvements studied, only one resulted in a favorable benefit-coat ratio. This plan proposed c levee on the pars. aide of the river extending approximately 1,700 feet upstream from ' a the Bijhwny 101 bridge, than turning away from the river and tying into The levee would have an sverece height of a feet, a top d h . na . groun hin width of 12 feet for the euibnnbment section, a rivervnrd side slope of l on" , a landward side slope of 1 on 2.5 and 16 inchee of riprap on ld hi l evee wou n the river side with a maximum weight of 500 pounds. T 9? raise the water surface profile end increase overland flown on the left Peal., and mold necessitate construction of approximately 3,.'00 feet of similarly designed levee on the left bank to insure Chet private property would not be damaged. The total estimated construction cost for these levees iv $355,000, of which $33::0000 is the estimated Federcl costs. Average annual benefits of $20,500 and average annual coats of $15,400 result in a benefit-cost ratio of 1.3. These figures ere preliminary as the design was based on a 50-year flow and benefits were not maximized. 17. Other alternatives considered. r i A. Storage. A study was made to determine the feasibility of creating ate i d ! Y n S: pr v : an upetremm storage to prmiide flood control for the State Par ar the mouth of the river. The required flood control storage for d l 1 nn o ne -damn a discharge of 5 200 c.f.s. and 50-yenr protection was Paned on n no g , a 50-yenr pool: of 13,500 c.f.s. and was determined to be 3,600 acre-feet. Storage in this amount could be developed of a site about 3 miles sbave the mouth of the river. A 73-foot-high dam at this site would develop the minimum 3,500 acre-feet of flood control storage required. Structure costs were bnsed on an oarthfill dam with;spillwey and outlet works. No information was available on subsurface conditions at the site and anti-re based on USCS quadrangle sheets. Preliminary studies resulted in a B/C ratio of 0.3 indicating that development of flood control storage is'not economically justified. b. Flood plrin management, The Washington State Parke and Recreation Cocmaieoion requested the Corps to develop a project to "eliminate the flood threat to the Doseuallips State Park ... by construction of levees and channel improvements," Because of this specific request, nonstructurnl sltornntivea wore nom considered initially. Hwevors as no structural measures will result from Section L05 studies, a special flood haeord information report will be prepared. Water-surface profile data from the • ? de R? Section 205 study ana available maps will be used in p.ep-rating this report which will be furnished to the Waahington State Department of Hater Reeourcess The WashinCton State Parks and Recrention Commission, and the Jefferson County Commiasioners u411 be requested to utilize the flood plain information report as a guide in their future planning for the ores. lo. Coordination and locnl. cooperation. a. Coordination with other agencies. Lisiaon end coordination were established and maintained with interested Federal, State, and local agencies, and with all others concerned. Coordination meetings to exchange planning information ware hold with the followings (1) Federal agencies. Bureau of Outdoor Recreation Bureau of Sport Fisheries and Wildlife e (2) State of Washington State Parks and Recreation Commission Department of Lnter Resources Department of Fisheries and Cana Planning and Commity Affairs Agency (3) Jefferson County Board of Jofferson county Commissioners Jefferson County Engineer b. Local cooperation. (1) Right bank.. BY letter dated 1P• January 1965, inclosure 1, the Washington State Par]•a and Recreation Commission indicated they would assume responsibility for local cooperation in any flood control project underta]en within the boundaries of the Doseuallips State Perk. (2) Left bank. The Jefferson County Commissioners informally indicated interest in sponsoring protective works on the left benl: of the Doseucllips River. During a meeting on 7 OctoLor 196."., the Commie- sinners atcted they would co-sponsor a project with the Park Commission. 19. Discussion. As a result of floods on the Dosownllips Riveq the Washington State Parks and Recreation Coactiasion requested assistance to eliminate the flood threat to the Dosavallips State Park. Flood water damnges camping and picnicking facilities, roads and parking areas on the right bank, end residences and improvements on the left ban!-. Land along the right ban]% is scoured by flood flare. The relocation of 7 a: i t, IMF b ?• art: facilities away from the river is not feasible because of the rugged p terrain. Reconnaissance investigations demonstrated the economic forsiblli- ty of protecting the State Park and the suburban development on the left bank. Detailed project report studies were authorized to study improvements r Y to both banks of the river. Preliminary studies revealed that only one , plan was economically justified. This plan proposed levees on both banks of the river beginning at the Highway 101 bridge and extending upstream. " „ The right bank levee would be approximately 1,700 feet long end the left x bank levee approximately 3,500 feet long. Members of the Pert: Commission staff inforavilly indicated they would consider the construction of a levee downstream of the bridge to protect the lo::er park from flooding. During ' ' preliminary studies the development of flood control plans was coordinated with fish and wildlife agencies to minimize adverse effects on the habitats g, of marine-oriented animals in the area. Planning was coordinated with the Wa staff of the Parks Commission and all plane considered were presented to y then at a meeting on 30 September 1966. The following observations were d d h i f s d' es gn: after reviewing t e propose made by the Par Commission staf , a. The proposed improvement provides 50-year flood protection for h i f ange icant c n the park upstream of the highway bridge but no signi ° the protection downstream of the highway, b. A levee of the magnitude proposed would provide an unsightly barrier between the earl: and the river and much oL th_ sesthatic value w of the present par], setting would be loot. c. The 2-1 ripropped slopes on the levee would be difficult to '- - negotiate and would be hazardous to the public with possible liability to the Commission as a result of this improvement. " d. The park access road under the bridge would be lost. At a monthly ' r meeting on 21 October 1963 the Parks and Recreation Commission peosed c c motion rejecting the proposed flood control plan and directing the commis- a? Sion staff to proceed with the implementation of the following program: "Rebuild the existing dike west of the assistant ranger's reeidenre. i This construction to prevent normal high water from broaching the small , existing dike and to minimise the probability of s new channel being formed south of the present riverbed." 20. Conclusions. The Washington !tats Parka end Recreation Commission G'` Buz has evaluated the proposed flood control improvements sod feels the improvements would be detrimental to the recreational potential of the j I park. Adequate flood protection cannot be economically provided by any ?f means other than levees. The Park Commission by letter dated 30 October ;. 1968, inclosure 2, has withdrawn its sponsorship of the flood control ; project. Therefore, the authorized Section 205 study for the Dosswal]ips River at Hrinnon was discontinued. ?.. t g ' z . A r ` J ` 4 6 6 ill R/kb/ F Mar 1969 21. Rwrunend?tiona. In view of the foregoing coneiderstionr., I recommend - ' the Suction 205 study of floods along the Dosewallips River in the vicinity ' of Doseaallipo State Part. be terminated. r K Y d ' 7 Incl (8 cys) R. E. MC CONNELL 1. Ltr frm Parts & Recreation Colonel, Corps of Engineers Comm, dtd 1F Jan 1966 Seattle District Engineer a 2. Ltr fro Parts & Recreation '•? p ' Comm, dtd 30 Oct 1568 t 3. Plato 1, Bnain Map 4. Plate 2, Dooewsllips River - s/ vicinity of State Park & y ' Brinnon, Washington - 5. Plate 3, Dosewallipc River - ' - ,: Floodod Area - 50-yr flood & Natural Wtr Surfoce Profiles Natural Wtr d Flood Control t l f ' o Propose 6. Plate e i / ID PL ?` Project - Plcn, Profile & Sec. +* 7. Plate 5 Frequency Curves - '- U S.C S. River lli ?,y ?'• ?, < ` . . . ps Dosewe Caging Ste. & State Perl; . cc: Lemke (WA-) h ?} s Farrar ;, 4w, •^ _ 9 ?y b H • DEPARTMENT OF THE ARMY ja SEAT D TRI R , m.T' W r, PS OF ENGINEERS TLE IS CT. CO P.O. BOX C•3755 SEATTLE WASHINGTON 98124 . Planning Branch OCT 2 3 ?gg4 t , _- r xf Honorable B. G. Brown, Chairman Jefferson County Commissioners County Courthouse Port Townsend, Washington 98368 t,. a Dear Chairman: This letter responds to your February 27, 1980 request for assistance from the U.S. Army Corps of Engineers under Section -' _ 205 of the 1948 Flood Control Act in resolving flooding problems along the Dosewallips River. .r7+ Unfortunately, as presented at the County's November 5, 1983 `.'? a,•w.' workshop in Brinnon, our Detailed Project Report (DPR) studies have determined that there are no structural or nonstructural alternatives which are economically justified for Federal assist- ance to protect Brinnon or Lazy C from flooding. We have prepared the enclosed (enclosure 1) Summary of Findings which summarizes t our studies and identifies flood damage reduction measures which appear worthy of further consideration by Jefferson County and I residents of the Dosewallips River valley. r I trust this information will be of assistance for your use in assisting Brinnon and Lazy C residents in reducing flood dam- ages. If you so desire, members of my staff will be happy to meet with you and local residents to discuss our DPR study. If C. - you wish to arrange a meeting or have questions concerning the DPR, please contact the Brinnon Study Manager, Ms. Linda Smith, .`? telephone (206) 764-3620. Copies of this letter were also sent - d to those persons listed on enclosure 2. N ?. Sincerely, ft ti" r e d r IL W. RFA „? Cr cf 5nryinecrM1 ' " `' it:iJf 4 ?Jly L?1:lI LIICJ I '1?' ?i1- Uem C OCT SON COUN r' f f 5or a sx l JEFFER ENGINEERS OFFIG:- C fi I ? t _ 03 US Army Cr Engineers Seattle aatnct SEPT.1984 I P SUMMARY OF FINDINGS BRINHOR SECTION 205 STUDY FOR FLOOD DAMAGE REDUCTION M1 DOSEWALLIPS RIVER, WASHINGTON ? '• 1. Purpose,— This Summary of Filings presents the results of a detailed project study which evaluated the feasibility of reducing flood damages to the i( unincorporated areas of Brinnon Plates Lazy C. and the Dosevallipe State Park'.. ' along the Dosevallips River, in Jefferson County, Washington. Federal partic- ipation, through the Corps of Engineers, in the implementation of flood damage reduction measures is found not appropriate because of lack of local sponsor- *? ship, Corps -authority. limitations° and the lack of. economic feasibility..,: qL Appropriate nonstructural measures are identified in this study which local 5 ° governments can pursue. d 2. Authority. This study was conducted under the authority of Section 205 of se to a letter dated th 1948 Fl d C t d i o t l A d } -', , as amen , e oo on ro c e n resp n 27 February 1980 (inclosure 1) from Jefferson County requesting Federal s ' assistance in providing flood protection for the Brinnon vicinity. ` 3. Location. The study area (inclosure 2) is on the Olympic Pensinsula in ' northwestern Washington State. The Dosevallips River flown from the Olympic Mountains about 30 miles eastward to its mouth at Rood Canal. Near its mouth the river passes through the community of Brinnon which includes the unincor- porated residential areas of Lazy C (River Mile (R.M.) 2.8), Brinnon Flats r -, (R.M. 0.4), and the Dosevallips State Park (R.M. 0.2). _ i•;;'. •?••. ? 4. Existing Flood Protection. Prior to 1957, the Dosevallipe State Park land .r was privately owned. Shortly after the 1955 flood, the owner used river- . 71 deposited gravel to construct a dike about 200 feet long. About 1957, the , k." Washington State Parks Commission extended the dike to a length of 500 feet ?. and strengthened it with armor atone weighing about 1,000 pounds. The dike r sl vas severely damaged by high eater in 1964. The Washington State Department • of Transportation has constructed a training dike which extends about 200 feet along the left bank of the river upstream of Highway 101. The dike is faced with heavy riprap and guides the river toward the highway bridge and away from old overflow channels. In February 1980, Jefferson County built a low levee .: ?' •?- just upstream of the dike to provide some protection to several homes. In ?..t A 1983, the state added riprap to the training dike to prevent erosion of the t left bridge abutment. 'r Fi' ! 5. Flood Problems. Wind and weather patterns during the winter months frequently cause heavy rain and rapid melting of the heavy snow packs in 'the y ^. '? Olympic Mountains with resultant large and rapid fluctuations in the . s 1 u Dosevallips River. Flooding in the lover reaches of the river is aggravated a t' by shallow gravel bars and the deposition of debris. Flood damage occurs along r r the left bank at the Lazy C subdivision and along both banks of the river in 1 t r b a the vicinity of the state park and Brinnon Flats. A 32-acre campground area , ?•?., A ? ugyy on`"'?"_' Y 41??r,, yy r.VT ? lr> { _ ?? ?"? s,,' v.• ?? t r.R• f.?` 4u.N' .? i 'W R?W •f+M iw y.? r r,?i xmm • '.' & ., 'kasw F kh ,lti ? Y 13 r i rJ ( ?,? ss , c?+ v'? i? r • ? I,.?+ 1?i??? kit ? ? } ri } r' s ?. - - P1?. -a. on low land adjacent to the right bank in the Dosevallips State Park has been inundated by the Dosevallips River many times since 1955. Water depths have iv a varied from 1 to 4 feet, while flooding has lasted from 1 to 5'days. The left 'x? ?r$ bank area of Erinnon Flats, about 75 acres, is subject to flooding of residen- tial and commercial structures. Lazy C also suffers from significant stream- ' bank erosion., ' I _ 6. Previous Report!. A Section 205 detailed project report (DPR), conducted x at, the request of the Washington State Parka and Recreation Commission was ,j SIT, terminated in April 1969 with the state's withdrawal of sponsorship. A favor- able reconnaissance report was completed in July 1981 in response to a letter , dated 27 February 1980 from Jefferson County. AA,, ' r - 7. Public Coordination. Public workshops were held in Brinnon on 23 March 'm}x 1982 an November 983. Periodic presentations were made at the County Com- 4 miaaioner meetings which were usually attended by Brinnon residents. An up I t' - environmental scoping meeting was held 27 April 1983. Copies of the Summary of Findings will be distributed to the local sponsor, residents, and interested tea' agencies and groups after the findings are presented to the Jefferson County ,I Commissioners. The tentative findings were discussed with officials of the county on 22 November 1983. 8. Sponsorship. In their 27 February 1980 letter (inclosure 1), Jefferson' , County agreed to be an interim study sponsor until Brinnon residents could` - form a Flood Control District to serve ae• the project sponsor. However, such -94 a district has not been formed to date. This has resulted in no viable sponsor for a Federal flood control project. In addition, the Jefferson Count `• + Y plan- ning staff estimates that such a Flood Control District would only be capable e ' of providing $1,500 annually for operation and maintenance (06M) purposes based r on $0.50/$1 000 assessed + ,? - , property evaluations. The local 06M requirements for .- the most feasible flood damage reduction alternative is $10,300. Although 5 other means of raising revenue are a possibility, it is questionable whether } F x 'F the distrieq if established would r prove to be an economically viable sponsor without county or other Government assistance. The State Parks and Recreation ` ^'> Commission withdrew study sponsorship in 1969 when a levee system was proposed '?. -? to protect the Dosevallips State Park because levees could restrict public river access. The state has little interest in sponsoring a flood protection r.. y ° project ¦t this time as the state park is currently under renovation to remove the more susceptible temp sites to higher ground. However, the state is con- cerned that its flood conditions are not worsened b a 7 Plate. by project at Brinnon t 9. Environmental Studies. The study area includes a productive estuary and deciduous coniferous end mixed forests. Approximately 20? percent of the 1,140 ?.• • acres studied consists of wetlands. A chum salmon hatchery and an oyster 4% 2} fishery are located within the estuary. The Dosevallips River is a candidate' for listing under the National Park Services Wild and Scenic Rivers program. The river serves as ¦ spawning ground for chum, ehinook, pink, and echo salmon as vell as mearun cutthroat trout. Harbor seal, bald eagles, Roosevelt elk, " beaver, and river otter frequent the study area. A reconnaissance archeologi- cal study disclosed no prehistoric features of interest. 2 w E ?? ' " ra ", } ,s tf t. 4 C ? „'tip 5 q`,: r fir t - + ?h r jf • R L! r IM ssfF qq 7k2n n, '? 10. A drolo gy and Hydraulics. The Dosevallips River drains approximately 117 square melee on T. easterly elope of the Olympic Mountains in western ' Washin ton f h Most g . o t e watershed is rugged, mountainous terrain, with peaks reaching 80 elevation of 7 900 f t H . , ee . eavy aggradation has resulted in con- tinual changes in the river channel. In the upper 25 miles, the river flows h - •' t rough a yarrow valley with an average fall of about 230 feet per mile. The lover reach in the vicinity of Brinnon passes through lowlands subject to inundation. The radient i hi ?•ry g n t s reach averages about 15 feet per mile, and the low-water' channel varies from 100 to 150 feet in width. A U.S. Geological S i '?' 'z urvey (USCS) streamgaging station, about 7-1/2 miles upstream of Brinnon (draina e are 93 5 ?.. •? g a . square miles), was in operation from 1931 to 1968. The largest flood of record (November 1949) ith e cl _Y ? w a di charge.of 13,200 cubic feet per second (c.f.s.) corresponds to about a 30-year flood. A 10-yearflood has 1 -, .., r F" an estimated peak discharge of about 9,700 c.f.s. A discharge frequency curve of maximum annual flood events for the etreamgage "Dosevalli s nea B i " - t . f p r r nnon van developed from 38 years of record between 1931 and 1968 T . . o extend the frequency statistics to 51 years of record between 1925 and 1961, historic hi h fl d fl 2 " g oo ows from the Duckabush River gage near Sequin were correlated with the Dosevallips peak flood discharges after ur ' adjustment for differences in drainage area and precipitation. Tidal flooding was based on mean hi he hi h , g r g water plus 1 foot. Water surface elevations for the 10-, 25-9 50-, 100-, and 500-year flood ev i ..r A ents, us ng a backwater curve model, were plotted from the mouth to R.H. 2.8. Inundation maps at a scale ' , of I inch equals 200 feet, with 2-foot contour intervals, were derived for all v t b d . e en s ase on 1982 aerials. A more detailed discussion of the hydrologic ?" - - analysis is contained in appendix A. 11. Flood Analysis. Brinnon includes three geographically distinct a areas. The estimated flood damages for each are described as follows (October 1 983 price and conditions). ;. a B i . r nnon Flats is located on the left bank of the Dosevallips River. The flood plain consists of approximatel 75 acr d i l d y es an nc u es 27 wood-frame homes, 10 mobile homes, 15 commercial establishments, 3 public facilities a d 4 - , n approximately 6,000 linear feet of roads and streets. Residential homes range i - n value from $25,000 to $550000, with an average of $34,000. Total damages 1 for a 100-year event are estimated at $1,038,000. Damages in the December 19BU flood (about a 8-pear flood) were esti t d ma e to be $155,000. Average *annual damages are estimated to be $96,000. b. The Dosevallips State Park area is located on the right bank of the Dosevallips River vest of Highway 101. The 35-acre flood plain includes 27 i camps tes, 80 trailer sites, picnic tables, stoves, 2 comfort stations and , approximately 2,000 linear feet of paved driveways. Damages for a 100-year event were estimated at $79,000. The December 1980 flood caused approximately 544,000 damages includin th ? , g e permanent loss of four campsites. Average annual damages are estimated to be $9 500 " GPI , . 3 F ? 1 L t'n _ VVV .c ' tCLL ?tr? fk c. The Lazy C is located on the left bank of the Donewallips River a roximat l 2 i pp e y m les upstream of Brinnon Flats. The flood hazard area includ 49 Y k' . es mobile home, and 19 wood structures. Thirty residences are er - "? F= p m nent and 38 are summer homes. Residential values range from $5,ODO to $40,000. The 100-year event ld vuu cause an estimated $1,040,000 in damages. The December 1980 flood caused about $150 000 i d ' , n amages. The majority of these damages were land erosion and road damage. Average annual dama e, are esti- - _k y, g mated to be $95,500. 1 *; 12. Alternatives Evaluated. During 1981 reconnaissance studies, levee i -? mprovements for Brinnon Flats, Lazy C. and the state park were found to be A _ economically feasible based on available information. During the DPR formula- ( tion other structural and nonstructural alternatives were also considered . „ 12.01 Nonstructural Alternatives. A number of nonstructural alternatives ?-' - •Y> were reviewed for their applicability to the Brinnon flood problem based 'on information from 'Ph sical d E .? y an conomic Feasibility of Nonstructional Flood Plain Management Measures" published in M h 19 ' , arc 78 by the Hydrologic Engineer- ing Institute for Water Resources. The followin ara h di •.„ ,;. g p grap s scuss each of the potential measures and its general usefulness for Brinnon Table 1 - . pro vides a summary of advantages and disadvantages for each potential measure - ; P/ . a. Flood roofi . ? 7 p ng. The raising end/or floodproofing of residential and c ommercial structures at Brinnon Flats and the Lazy C was not considered appro riate b f ' q p ecause o potentially high -velocity flood floes in the 10- to 25-year fl d l i 5G oo p a n which make it technically difficult and costly to stabilize structur i 6 .' es to w thstand flooding. Lazy C is a particularly difficult area to -floodproof as f -'{ + a `?' many o the structures are trailers or modular homes. Flood- proofing would not assist in preventing bank erosion at Laz C which i th ' 1'• wa• t,:. y , s at area s major concern. Floodproofing of new stru - ctures by local interests should be considered for Brinnon Flats in nonhazardous areas. The majority of h t e state park structures are already floodproofed. y ' 4 - 4 _ b. Flood! arning/Flood Preparedness. The Dosevallipa River experiences large ra id f l-- a , p uc tu tion,. The traveltime between the DSGS streamgage site (R.M. 7) and the Lazy C (R M 2 8) i _ . . . s approximately 112 hour. The local resi- dente and county shoved little interest in developing and maintaining a yarnin a ` y g system which could provide such little forewarning. Lose of life is not a ercei d p ve threat for the more frequent, minor flood events. Residents are 6 aware of the weather and tidal patterns which can lead to a flood, and initiate actions t d o re uce damages (sandbagging, removal of trailers, raising of strut- ture content ) d s, etc. un er these conditions with the county's assistance. The Seattle Distri t h + w k°sx c as offered to provide local residents with a workshop on floodfighting techniques. However, the county has not requested our assistance to date " r ' . fi c. Land Management. The Dosevallips River Basin was accepted into the ' Federal Flood Insurance Program in 1982 and flood insurance is available. A porti on of Brinnon Flats is designated as floodvay, eliminating the potential for new development unless elevated on piers, pilings, or posts so that the p d 44 ..°.h w water surface elevation is not substantially increased. The remainder of Brinnon Flats, the state park a d L 'S,. .1 12 , n azy C are in the floodway fringe, requiring the 'floodproofing of new structures (see i l " . ' y ne osure 2). Jefferson County adopted a Community Development Plan for Brin i - - non n February 1982 which is generally compatible with the flood plain designations. The use of zoning and building code re uire q ments to minimize growth and resultant future flood dam- ages is a viable alternative In . extremely hazardous areas, such as parts of Lazy C and Brinnon Flats, this may require the prohibiti f ' on o new development. d. Relocation. The relocation of etruetures by the Federal Government vas not considered economicall n ?. a . y or aocially feasible. Federally assisted relocation at Lazy C vas estimated to cost $2 5 . million. This included relo- cation assistance, costs to move trailers and ho=es. and real estate and util- ity coats associated with rovidi p ng new home sites. Thin cost exceeded th of the most f t i a eas ble structural alternative (levees) which was $1,082,900. Relocation costs for Brinno n were estimated at $1.5 million. The commercial area of Brinnon relies on the proximity of Hi hwa 101 g y and the state park. Relocating these establishments to the nearest potentially available high ground would place th "".-. em on a high plateau 1/2 mile from the highway, eliminat- ing their source of revenue '"" . 12.02 Structural Alternatives. A range of structural flood damage reduction alternatives were considered durin th - e DPR study. These include a version channel at Brinnon Flats, channel codifications g i i d e , eros on protect on, widening the highway 101 bridge opening, and various levee alinements. Table 2 lists the advantages and di d sa vantages of each alternative. a A '° . Storage. During the reconnaissance study a multi u a project at R.M. 3.0 for fl d t oo control and hydropower was evaluted but found not to be justified ($50 million construction cost for 10,000 acre-feet of storage with $2 million of annual benefits; benefit-to-cost ratio of less then 0.5 to 1). 4 y b. Channel Diversion. Diversion of excess flows from the Dosevallips River through Brinnon Flats to ¦n ab d 8 p an oned slough on the north side of town was considered, but that alternativ '-, e was unacceptable because of high excema- tion and real estate costs. Levees along both bank f h ?.: s o t e channel would be required to contain flows and some levee would still be required along the Dosevallips River. In addition the h `$ , c annel could cause fish stranding. 1 Highway 101, Brfdge Modification. The widening of the highway bridge opening at R.M. 0.2 b 130 f + ggq4 °I r y y eet vas considered to lover water surface eleva- tioas and reduce channel velocities, but the cost (approximat l $80 hi . e y pro 0,000) was bitive since levee improvements were still required. The State Department of Transportati h i on as no plans for improving the bridge in the near future. consideration should be i ? g of any ven to lengthening the bridge at the time of any future re major r improvement. dredging and i_ng, Local residents have a strong interest in Bln6 and clearing the riv h (4 er c annel. The Dosevallips River has a high aggradation rate and forms numerous large gravel bars in the lover reaches. S ; P'I? rf ?? S. ' 1.. t mil" raw ^r'( ?. 1'?. 1 J +Y.,? I F F? L ti _, i; .. ,. ,.. 1 4 3 l,-?ry O t , t y l5 , r t l ?~ jr ? r 1 L I Yir.i ' Extensive debris creates log jams. Preliminary Corps of Engineers estimates indicate dred in would d g g nee to be repeated every 1 to 2 years in the Brinnon vicinity to be effective in keeping the 100- ear fl d i y oo w thin the channel. Local costs for maintaining such a channel vould be prohibitive H . owever, local residents ¦re considering requesting permits to remove the more i ser ous gravel bars and ¦aage. rn the pant permits have been difficult to obtain b ecause of environmental constraints. y e. Erosion Protection. Bank erosion is a major problem on the Dosewallips River, particularly at Laz C Si 1979 y . nce , approximately 1.7 acres of river- bank have been lost in Division I, including the only access d i '` • roa to D vision 11 (reference inclosure 2). Several structures in Division I have been removed to prevent erosion damage and riverfront lots have been left with insufficient drainfitlds for septic systems. The area has been evaluated for assistance under Section 14 of the 1946 Flood Central Act (E mergency Bank Protection) but does not ualif th h n?a q y as e t reatened utilities are privately owned by the Lazy C homeowner i i ' s assoc at on and the endangered roads are not essential for local - v access. The Corps has provided the Lazy C bomeovner's association and the County's Public Works Department with co i f h p es o t e Corps of Engineers' manual "Streambank Protecti G id i on u el nes for Landowners and Local Governments," e self-help brochure for locally constr d b ucte ank erosion projects. The devel- opment of some form of bank protection is an immediat i e requ rement if Lazy C is to retain viable bomesites along the riverbank. .?. c , } 12.03 Levee Improvemente (Most Feasible Alternative). In the 1981 reconnaia- sanee stu y evee improvements to provide up to 00year flood protection to Brinnon Flats, the Dosevalli s State P k d p ar , an Lazy C were evaluated. These appeared to be economically feasible based on available data with an overall benefit-to-cost ratio of 1.7 to 1. During DPR studies it was determined that none of the alinements were economically justified. Part of the reason f or lack of economic feasibility was a 20.percent reduction in flood damage reduc- tion over those estimated in the reconnaissance study due to a reduc- tion in the level of fl d . oo protection provided to the state park and an increase in the zero damage flood for Brinnon Flats bas d • •? My? e on observed flood events between 1980 and 1983. However, the most significant variation van e• 200 percent increase in levee construction' costs f $1 , rom ,300,000 to $3,834,600 due to greater h i ht nd l e g a ength requirements and added slope protection. py 12.04 A variety of alinements were evaluated for Brinnon Flats the state S , park, and Lazy C for 25-1 50-1 100-9 and 200-year flood events. Because of the potential for hi h l i g ve oc ty flooding with large and rapid river fluctua- tions, 100-year flood protection w th f ' as e pre erred level of protection for the populated areas of Brinnon Flats and Lazy C. A maximum of 25 ear r t c i ' y p o e t on for the state park was considered adequate. However, none of the alinements g d , re ar less of level of protection, were found to be economically justified . The DPR water surface elevations for leveed conditions generally increased 0 5 . to 3.5 feet above those assumed for the reconnaissance study (see table A-2) . Water surface discrepancies in the Lazy C vicinity (R.M. 1.5 to R.M. 3.0) were greater due to the lack of good data for the reconnaissance study. The DPR levee slineoeot i d a s ncrease in length a total of 750 feet. To accommodate 6 s P; 4 ",.ASS Y m x.. 'u ----------- 3sy 1+ X 1 f c _ styes robed aggradation, the design levee height allowance was increased for the Brinnon Flat _ s area and Lazy C from 1 foot (reeonnsissance study) to 2 feet (DPR).• The increas i l _ '- es n evee height and length, combined withthe requirement for extensive riprapping to offset hi h h l g c anne velocities increased the riprap requirement from the reconnaissance to DPR study b 61 y percent from 31,700 cubic yards (c.y.) to 50,900 c. y. Finally, it was determined in DPR studies that levees to protect Brionon Flats ld i ' 4 .x wou ncrease Dosevallips River channel velocities by approximatel 20 .?..; + ? '? y percent at the Highway 101 bridge, threatening the integrity of that structure. The construction f l x o evees for Brinnon Flats would therefore require lengthening the bridge at , an estimated cost of $800,000. Costs to modify the bridge are not included in the DPR cost ti- es mates in this report for the Brinnon Flats levee alinement, as the benefit-to- coat ratio was already well below unity. Y 12.05 The construction cost estimates for the Lazy C levee E assumes gravity drainage for a creek contained within the alinement. Subsequent to the re ratio a- f h • ,; p p n o t e topographic maps for Lazy C which served as a basis for the levee design work, the spit of land on which th l ? e evee was intended to run was lost to erosion (see inclosure 2 Th l ?+ gw 2 ?S e evee would now need to tie into the hill- side further upstream, preventing gravity drainage of the creek The o co t t _ . c e e o nstruct and operate a pump plant are not included in the Lazy C cost esti- mates as the benefit-to-cost r ti a o was already less than 1. 12.06 The most feasible levee alinements are shown in inclosure 2. The DPR leve •? aM e construction costs are shown in table 3. Table 4 lists the average annual costs and benefits for the reconnaissance and DPR alinements The l l i -i} . evee _ a ternat ves are discussed in greeter detail in appendix A. - 12.07 Economics. The average annual benefits for the levee alternatives b area ar h i t- r i y e s own n table 4, along with the average annual costa and benefit-to- cost ratio (October 1983 ri l g> p ce evel and conditions, 8-1/8 percent interest). The levees were to provide u th 100 p year protection to Brinnon Flats and Lazy C, and 25-year protection to the stat ?°? - i.. e park. None of the alternatives were economically feasible, with an overall benefit-to-cost rati f 4 o o 0. to 1 resulting for a combination of all three-projects . ?- Pindinga ¦nd Conclusions. The findings of this study show that there is oo l -? e e rel interest in further pursuit by the Corps of Engineers of flood damage reduction measures for the Dosevallips River Basi H n. owever, there are a number of measures that can be instituted by the communit to d v y re uce the adverse effects of flooding. The most promising include flood preparedness planning, zoning ordinances, regulations, and building c d s s ?T o e ; raising and floodproofing of existing and proposed t ct r i s ru u es n nonhazardous (low veloc- ity) areas; and proper maintenance and repair of existing levees. channel cleari d ng, an erosion protection projects could also be evauletedfuCher by loc l i a nterests. Any structural project should be designed with the assistance of a professional en ineer d h d g an s oul meet Federal, state, and local requirements, including necessa ry permits. Consideration should be given to lengthening the Righvey 101 brid e s a t d 1 g p n o re uce water surface elevations at Brannon if the state initiates any substantial brid e i g mprovements or repairs. ! 4 ?f iu + 5- J f+„ ? yV Y l ?r?f l Si 1 L} 1 ?? } ? J , A ti?5 F' N' ? + J Z? a ? 1 L I ? L4 , t ; t 1 ?I 1 r t? s 4 ' ? I "„ 11 I % J; f - i ;?yo 1 J wry, 0 o? X, o ff" :a. . ?8gw '! o ? s ' caw M„p °as± e ; . AMa •i Ct ?iM v w`..`.° ?: v:f ou ° ? as? =a9 a? : B"°?w° oa ? fW a 10 1., "1 1 °°? ..e?"i=•eu Mme .. •'9: `"'O?? e^V? ? g"e? $a? •2 S pp ^ofe ? i?B ° •B° °ii o" S8? 6 yl i.e., ? E"". 3W8 4WD eX aw• ?.? f:. a$? t yY CC i? •6 Y " " yY Li 0.b1ai2 S? 8 n ! ? t r l?! 4i - ?? ! . ! ly ?? k I ? E 1? ? ?! ?'I ! I 11 dY' L 9 ? t .{l IA ? I ?lpl '' M 6 yV. i? Y Not ISS most y"; f ? 4 x V 1? ^° o f .? ..17 _ I J K ?" F R .fir sl i Y• c o°`?Cei 7ru o<w• L? < " p ^' w M p..: G Y u 1 4 .? y •6 C wI $ w 6 0 C Y y u u C S. .r 1-5., 6 • u • Y i ?- o +JUI ti ., ei:q? o,n,C:a Euu oy? uw Y 9n0y+ 06GIn:u •`?d < 'JC •$ c O u u O° Y C V Y O u V C 1 _ Z ... I U?W• <•??a viii Z. OBi Si?° i c°P9:r;q°w Fl t •i a :?,q :Ww 12 " i '•'?.i it .•, :,we8'.? S:. ? of w :I °S° r7" t;•. yryy ?! - ? 17 ?Y l 10 ? ('?, "7w G?{h R I i ?S u?? Sir s s , u. 9 r , ? r s , I 6 k. fi: t ? u• ,y r' K I Y B u p {' pj u C A GV ? p 9 •O y o '?'?' tF F J o q A• u w oE 3` D °° F Y t ? i v p a G¦ s ? 8 J a ?e?o :e' o i =g Sc oy V 1 c 1 1 $ - . c e o A o tl: ?? v em ' ° ? u g u: N v u c NE p. p =i 6s Y 7EW.: A.°? s'°' 'e vo y n <'8 .. .. ?:ai.C K+uL:a d:,°tl vu. u• ? e ' a c- r 3 f; 11 x"' wwro rt naan' <a uh 3 e v t ,? 7 . !1' ?H+ H Jq 13 ) mwyg ? u km" I xx(ti'iy h a f Y ? l? T r ?? i ?dfr•' N( 1 N' 1 , v i'iY?; ? A S row ? < Uyy eYp A " d• ? w 9 >i F Y a " 6 Y? 6 ? o u r .. O O SI f= y ^ C O Y < _Cf b S E I 12 ?a .? aye y O O u - 9 ? p? ? r" :> gym` =rte 9 3 e.•> ?Em e c$ yc • o< ? c ° f i °° 4 ? m ? o > Y 6.y ?w :i? u o u ` '. ? ? o r8a ?ncu. o` a'a=o•s ° se s' " W e m s T .. P s ?s a« i azy . 2°? ?i $ C w T O r T ? P ?- M? I W n -5 Tu « Y r Y I au ? V ? n • - r O 1. .1 A .. v u r o e .. " * , ' . 6? ? .•. u I. Y 6 i ? 8 w r w U W I :.ti M OY y w? 1 f ? j t 1 ??9 o o c ] i e _ "T.yYkrt ?':.Y'? r 13 i 14 y N v TABLE 3 ' LEVEE CONSTRUCTION COSTS - DETAILED PROJECT REPORT (8=1/8 Percent Interest Rote, 100 year Economic P October 1983 Price Level) roject Life, p? ^''43 r - Brinnon Flats3/ State Park Lazy C4/ Total Construction Cost $1,800,500 $877,000 $1,057,500 $3,735,000 Interest During Constructionl/ 43,200 21,000 25,400 69,600 ;n Present Worth of Future Replacement2/ - 10,000 - 10 000 , Total Investment Costs $1,843,700 $908,000 $1,082,900 $3,834,600 Annual Costs -5, - f Interest and Amoritization $149,900 $73,800 $88,000 $311,700 Operation and maintenance 4,200 1,700 4,400 10,300 Total Annual Costs $154,100 $75,500 $92,400 $322,000 tc ,q 1/Assumes 8 month construction period. i s 2/$500,000 maintenance by project year 50. T/Does not include costs to lengthen Highway 101 bridge . 4/Does not include costs for pump plant. - i 15 ) a TABLE 4 LEVEE ALTERNATIVES SDHHARY OF PREVENTED DAHAGES AND COSTS ($1 n' 0 / l Average Annual Average Annual Damages Eli i d m nate Costs B/C Ratio Recon DPR Recon DPR Recon DPR Area I (Brinnon Flats) 89.8 50.5 64.5 154.13/ 1 4 0 3 u ° c . . , Area II (State Park) 2/ 6.9 - ? 75.5 - 0.09 ' cti Area III (Lary C) 81__8 84.2 35__5 92_44/ 2.3 0.9 3 TOTAL 171.6 141.6 100.0 322.0 1.7 0.4 1/DPR costa and benefits based on 8-I/8 percent interest rate, 100 ea y r project life, October 1983 i pr ces and conditions. Reconnaissance costs and benefits based on 7-3/8 percent interest rate, 100 year project life, June 1981 price level. 2/Combined in reconnaissance report with Area I. Reconnaissance damages assumed the levee provided 100 year y protection to the t s ate park. DPR damages based on 25 year flood protection for the perk, 100 year for Brinnon Flats 3/ + ) . . . Does not include costa to lengthen Highway 101 bridge. . . I /Does not include costs for pump plant which would be required because of erosion-induced l - evee realinement. % I t 16 A + ?I m X ........ ?. k 6 tl Appendix A Study Details +f[ .ad 1. Hydrologic and Hydraulic Analysis. t a. Flood Characteristics (Flood Timing). The traveltime between the usrs atreamgege,..Doaevallips River Brinnon d , , an the mouth is estimated to be 1/2 hour (equivalent to a flow rate of about 11 feet per second (f )) b . .p.s. ased on a timing analysis which compares the differences in peak timing between similar watersh d i " e s n the region. Backwater studies indicate that the maximum channel velocities for a 100-year eve t n range from 4 to 14 f.p.s. with flows often exceeding 10 f.p.s. Floods on the Dosevalli s can i f p r se rom low to peak discharge levels in less than 12 hours. For example, the November 1934 flood, the lar est i - g cont nuously recorded flood, rose from 4,000 c.f.s. to 10,900 c.f.s. in approximately 6 hours. b. Flood Frequencies. J3 (]) River. A discharge frequency curve of maximum annual flood eve for th t " n s e atreamgage Dosevallips near Brinnon" was developed from 38 years of record between 1931 and 1968 using procedures stated in the Water Resource Council's Bulletin 17B. Extension f o the Doeevallips frequency statistic with the 51 years of record between 1925 and 1981 t th " s a e streamgage Duckabuah River near Sequim" was investigated but was not adapted due primarily to the i cons derable difference in station skew values (-.064 to -0.45). The frequency curve for Dosevallips River at Brinnon . or at the mouth (figure A-1) was devel- oped by transferring the curve for Dosevallips River near Brin non and adjusting for the difference in drainage area and precipitation. Table A-1 lists the discharges for va i r ous frequency events assumed for the 1981 reconnaissance study and the discharges established d i ur ng the DPR analysis. , (2) Tidal. A maximum annual tidal frequency curve at the mouth of the Dosevallips River was develo ed b ` TN p y transferring tidal stages from the record station at Seattle to Pleasant Harbor near the mouth of th D e osevallips and adjusting for the difference in mean higher high water (0 28 feet) . . (3) Coincident Events. Coincident tidal and rive ties were derived based on results of put studies in the Puget Sound fregion.a Mean higher high (5.31 feet NCVD) water plus I foot was used in conjunction with all river events through the 500-year frequency. The maximum predicted tide (8.71 feet NCVD) plus 1 foot corresponded to an SPF river event. For tidal flood events through the 100-year frequency ¦ 2-year river discharge was adopted. For the 500-year and SPF tidal events a 5-year and 10-year riverflow were estimated to be coincident, respectively. C. Hydraulics. A hydraulic analysis of the Dosevallips River from the -? mouth to Y.M. 2.8 was conducted. Water surface elevations were computed and _ plotted for existing conditions for the 10-, 25-, 50-, 100-, and 500-year flood A-1 mss Grp f. 1 1 A FIGURE A-1 A-2 r { YN? r ,.? + r rl T? , 1? ? r ? `?? f? 1 y y I c { w 11 xr ?N 7 d ? 1 C ? I Ih ?ill ^4i1 1 ? y' f ` Yl?+ ??r? 1 1 . t t ?,? ? 4 V kl hJy ? ? l 1 7 ? ?1 Y ? ? Wll ? ? i ? .KIWI 1 Y„ .r '1 Nlr T 1? ? f?i+k , , TABLE A-1 ' Dischar es at Mouth of Dosevslli Ri ( bi f d) g ver ps cu c eet per secon -N ?t Flood - Recurrence Recon DPR ?+.. Interval Study Study 10 - 9,600 1/ - - 25 11,400 12,500 r 50 13,400 14,700 • 100 15,600 17,000 200 17 900 19 8 1 'b , , 00 500 - 23,500 h ` 1/November 1982 flood was 9,940 c.f.s. ` I events using a backwater curve computer program titled "Backwater Curve - , Method II with Floodvay Analysis." The program is applicable for gradually ?' varied steady flow conditions with no superelevation. The basic data input to b' • the computer model were channel and flood plain cross sections surveyed in 3 1982. Boundary roughness values varied from Manning's N - 0.03 to 0.045 in the channel and from n - 0.03 to 0.95 in *the overbank. The October 1982 and `a •; '1 December 1983 floods were used to calibrate the hydraulic model. The tidal ?••?, ; water surface elevation used vas 7 feet mean sea level (m.s.l.). Table A-2 lists voter surface elevations and velocities for a 100-year flood event in the study area for "natural" and "with levee" conditions. The ton- .. ; struction of the levee in Brinnon increases the channel voter surface elevation an average of 2-1/2 feet and increases velocities from between approximately 20 to 55 percent. Detailed sedimentation studies were not undertaken due to the uncertainty of the project feasibility. However, an overall 2 feet of _ aggradation of the main channel was assumed. This aggradation assumption was based on observations of the riverbed and bar movement throughout the study ; 'S period which included several flood events ¦nd on detailed study results of similar river systems. ? •' 2. Levee Alternatives (Most Feasible Plan). A variety of levee alinements - !'` were evaluated during the DPR. Tables 3 and 4 in the main report list con- c e struction costs, annual coots, ¦nd benefits. The levee alinements are depicted q in inclosure 2. Levees to provide 25-, 50-, 100-, and 200-year protection :m were evaluated. Because of the potential for catastrophic flood damages in residential areas, 100-year protection was the preferred level of protection I for Brinnon Flats and Lazy C. A maximum of 25-year protection for the state , park was considered adequate. A-3 ij t t' The levees were designed to provide 3 feet of freeboard above the design water surface and to accommodate the projected channel aggradation over the life of the 'project (100 years). The source for levee material was* the Washington State gravel pit 3-1/2 miles north from Brinnon Flats, the riprap source was the U. S. Forest Service quarry approximately 8 miles upstream on the Dosewallips River. s. Brinnon Flats Lev s. For events in excess of 25 year frequency, the majority of'Brinnon Platseeis inundated. A portion of the Dosevallips River diverts through Brinnon and empties into flood Canal through two culverts just north of the Highway 101 bridge. Excess water ponds behind the highway. Levees to prevent flooding of Brinson Flats therefore dramatically reduce the available channel capacity and storage area for a major flood event. A 100-year levee system which keeps the Dosevallips River in channel raises the water surface elevation approximately 2-1/2 feet in the vicinity of Brinnon Flats. This requires substantial levee embankment and riprap both at Brinnon Plats and at the state park just to accommodate project-induced conditions. The Brinnon Flats levee would start downstream of the bridge to prevent back flooding and run from the left highway bridge abutment to approximately R.H. 0.5, a total of 4,250 feet. The maximum levee height would be 11 feet with a width of 92 feet, including the buried toe. Class III riprap in the amount of 24,400 c.y. would be required, along with 2,400 c.y. of grouted rip- rap. This alternative was not economically feasible. In addition, the increased river velocities would endanger the existing highway bridge, requir- ing $800,000 of bridge improvements. Tvo setback levee alinements were evalu- ated to allow passage of flood flows through the highway culverts (reference inclosure 2). These alternatives were neither economically nor socially acceptable. The costs for levee improvements were not substantially reduced, and a major portion of the benefit area was lost. Approximately six homes and three commercial establishments would have to be relocated. b. Dosevallips State Park. A 1,700-foot levee to provide 25-year flood protection as evaluated which would extend from the right highway bridge abutment upstream to R.H. 1.0, along the existing levee. The maximum levee height would be 10 feet, levee width would be 87 feet, including the buried toe. Approximately 13,500 c.y. of class III riprap would be required, with an additional 1,270 c.y. of grouted riprap. The levee would be designed to fail in a controlled fashion near the bridge to allow overtopping and storage for flood events exceeding the 25 year event. This alternative was not economi- cally feasible due to minimal flood damages at the park and the high levee construction coats. 01, c. Lary C. A 4,200-foot-long levee, from approximately R.H. 1.7 to R.H. 2.4, would be required to provide 100-year protection to Lazy C. The maximum levee height would be 7 feet, and maximum levee width 70 feet. Approximately 13,000 c.y. of class III riprap would be required. The upstream 1,600 feet of levee would be unermored; the middle 1,250 feet would have a buried toe; and the downstream 1,350 feet would have a weighted toe occupying 1/2 acre of streanbed. It was assumed in the preliminary DPR studies that the creek along A-4 F q9 b? J rG 1 r- kenY . St -, the northern b oundsry of Lazy C could gravity drain. However, d erosion near the mouth of th ue to severe '{. e creek between 1981 and 1984, -the River levee would have to tie into high ground further Dosevallips 'X upstream, creek's outlet and requiring s the levee constructi a en e c r blocking the - ocost estimate as the b efit to cost ratio below unity. was already " r j- A-5 s ,. rr n G ? m O ?• O tt ? tb 7Y; Y ? 8 S 0 0 o p o g $ ? -? T . T - t y' P. cs . _ - -- - --- - - - _ a _ I i I I ? _ R o e m ,. m m ?. M1 - A-6 FIGURE A-1 $ ?t i r .i ??•. cf ?ba W, ?, i..: ?'f1,.',w'".'%'Y?;,.:r=?iYNPT?4 :?.i dp!1*yY5 jW7'.njw w ??r t?-??? RN?E gS? VF M { , dd ? . 4 ? I: r f .y YAK ao n n ^? Ate` f ? F O ?I p p '. ? V ? a r _ r N n o P }A 1 ?,1? G V u p n n 0 0 O O n ° ;, n ?• ?.S Y O O O r e a Fyn r F ? ? al ?1 ? C r _ rv n n n N ? n p ?? Y 1{ ?? ?? CI ^ n b o a ? W N ,,.` 1,^ O O O o 0 0 n ? ? f ? ?f 1,? ? ? '. O 9 C M1 O C y e'er R cti s +V?i15 ° pl', a g?`agBS"?Sg8w"cgy"wgg8wSa9 At ???? fi?n.A 07 A Q'?S» J Iiri •' f N 1 A -.?,°c '?. r. .? , ?I• A. M. D'M C?RA. DISTRICT 1. CHAIRMAN CwN,iDLL M. MERCER. DISTRICT i R(h^°_! 'Tw S. 6. SRD... DISTRICT 7 - February 27, 1980 p Colonel Leon R. Moraski Department of Army Corp ' of Engineers P.O. Box C-3755 Seattle, WA 98124 Re: Dosewallips River - Flood Control Dear Colonel Moraski: f Under date of February 20, 1980, you wrote Milton L: Sanstrom, assistance from the ibl i e ng poss Jefferson County Engineer, regard Corp of Engineers in eliminating the flooding problems on the ' Dosewallips River in the Brinnon vacinity. From your letter we understand that assistance may be available under the Flood Control Act of 1948, as amended. Your letter outlined the criteria which would be used to judge any flood control' project and, on page two, outlined a number of ' provisions requiring local agreement. We are particularly concerned about items c and g, the agreement to maintain and operate the a project and to assume full responsibility for all project costs in excess of the federal cost limitation. It is the general consensus of the Board of Commissioners that if a a { flood control project is authorized the cost in excess of the federal C funds authorized and the expense of maintenance should be paid by the property owners who will directly benefit from the project. Our thought is that assurance for payment of those expenses could best be s met by a Flood Control District for the area. Such a district is v' authorized by the Revised Code of Washington, Title 86. Could the guarantees which you require be provided by such a Flood } T Control District? We request that you proceed with the reconnaissance study, and request f r that you advise us on the question of whether the guarantees can be 4: t'd I Pill., %;_y-4k h i r `,Aar - ?..am'L ?,"mVN40 a?,?h"k41 ,Mtc ,? I zP t $ or r° w ? ? 1 ff '?? p n + e1 i :an to,,?? N?,?l w 1 w a y '7 01, 1 Colonel Leon K. Moraski February 27, 1980 .-` page 2 met through a Flood Control District or other local entity. Very truly yours, y AI A. M. O'Meara, Chairman Jefferson County Board of Commissioners ' d lm cc: Mr. Milton L. Sanstrom ep a i`• J ? yq yr t ? ? b f r ,. J q ? ? { A 7. i S' 7 ,7 L 1 ?l ? F'? 1? f ??5 r ? YY. t r , I I ??? ? t a { f t y t Rolland A. Schmitten, Director Washington Department of Fisheries 115 General Administration Building Olympia, Washington 98504 r u United States Fish and Wildlife Service Division of Ecological Services 2625 Parkmont Lane bl Building B-3 Olympia, Washington 98502 fi E Skokomish Tribal Council Route 5 Post Office Box 432 Shelton, Washington 98584 Mr. Ton Miller Environmental Protection Chairman Northwest Steelhead and Salmon - Council of Trout Unlimited 26811 Military Road, South Kent, Washington 98031 d - Mr. John Robertson, Manager Mason County Public Utility District Route 5, Box 555 '? - Shelton, Washington 98584 Area Conservationist United States Department of Agriculture Soil Conservation Service 300 120th Northeast Suite 124, Building 4 Bellevue, Washington 98005 _ Mr. David Goldsmith Jefferson County Planning Port Townsend, Washington 98368 _ Mr. Brian Shelton / Jefferson County Public Works I/ Port Towns end. Washington 98368 Chairman r: l< - Lazy C Club Post Office Box 119 Brinnon, Washington 98320 2 is b q t alt ?, t? r Honorable John Spellman Governor of Washington A-13 Olympia, Washington 98504 Honorable Al Swift Representative in Congress 201 Federal Building Everett, Washington 98201 Honorable Daniel J. Evans United States Senator 3206 Jackson Federal Building 915 2d Avenue Seattle, Washington 98174 Honorable Slade Gorton United States Senator 2988 Jackson Federal Building 915 2d Avenue Seattle, Washington 98174 Port Townsend Library 1220 Lawrence Port Townsend, Washington 98368 Mr. Bill Bush Washington State Parks and Recreation Commission 11838 Tilley Road South Olympia, Washington 98502 Mr. A. R. Morrell Washington State Department of Transportation District 3 Post Office Box 9327 Olympia, Washington 98504 Mr. Bob Frietag Federal Emergency Management Agency 130 228th Street Southwest Bothell, Washington 98021 V5 r? leAC?? `?, ?I ., r t? rya 3 x g s L?k?S B ? 71, vT 4? " r a' AI.Girsch, Ranger Dosewallips State Park Brinnon, Washington 98320 John D. Swift and Associates 7115 Martin Way Olympia, Washington 98506 National Marine Fisheries Service Staff Attorney, Office of General Council National Oceanic Administration Association 1700 Westlake Avenue North Seattle, Washington 98109 President Hood Canal Environmental Council Poet Office Box 126 Hoodsport, Washington 98548 Point No Point Treaty Council Post Office Box 146 Kingston, Washington 98346 State of Washington (SHPO) Office of Archaeology and Historic Preservation Director and State Historic + Preservation Office 111 West 21st Avenue, KL-11 Olympia, Washington 98504 Pacific Northwest Region National Park Service Westin Building, Room 1920 2001 6th Avenue Seattle, Washington 98121 EPA Water Division Environmental Evaluation Branch 1200 6th Avenue Seattle, Washington 98101 Director Department of Ecology State of Washington Olympia, Washington 98504 Frank Loekard, Director Washington Department of Game 600 North Capital Way Mail Stop GJ-11 Olympia, Washington 98504 t'a ? ?M ft, E asD 6° Y/„Q Larry Dennison, Chairman - September 12, 1986 Jefferson County Commissioners .. Jefferson County Courthouse Port Townsend, Wa. 98368 Dear Chairman Dennison: tl The Brinnon Flood Control Dist rict Advisory Board voted an Friday, September 12, 1986 to request that a levy be put on the General Election Ballot on November 4, 1986. We propose that this levy be 3 .25 per $1000 assessed valuation in our Flood Control District. 1 rr-' We understand that the County Auditor must be notified by September 19, 1986 therefore we hope you will expedite your s2 decision. n ? inet? ly, i" l. Tinker, Chairman CC// 3y?' cc: Robert Nesbitt, P.E. County Engineer n w W i" q """'". 3 h? war 41 F r rlu "t{p, ,. q r,i# yr + r ', rp ?Nrt M, tC'+ f `T !fir ? Pl 1.? ?jr^? k? 9 } ? S 0 /&x eye& /m r/tiKr? CN,41oL dovo BQopwvoAI f60vO L7-i-r-t- onus- raaE QrrK/cr 6?.+A,E. CycE, Gl?/FO/C•Tsc.?yrEGr BG?CHeGfE Gyc TJ1? GATE AKR/vNc. O/? Ti3lE .PEQuc4ST TO f?l' ?4 ?'2s pcr ?iaoo NsSESS?n ??vr o.? 7'N? .(/Or ? /pB6 Br9eser T.?G° Boq.P.A wpr .CnT AdCd rD ADc?puyTL°c}/ /SeF?/EW .o?v) APP?O?E /T, rv.,x Do&x war .47o-,q A, ?w,*r A.? Agvosr-mewT ?S OetT OP Ti?b QK BS rioq/. 7llE /?A TlE,C Cou e.? ?E CO,v Si/?ECE,a IN TiYE LeCfHGE .:.roc i _. ??L` ?JVZD 3G C:OU.,Ky com /a/iss/o??•,y iNF?It 7hL Gi°Tiow/ Ta s1DiF+/ /?tlPoS6 21r rD tSo P:/ Jti/aa ?fsY?SeoisavT o?Y 7w& P/LaT'd¢T7FS /a >?? o/sTyicr ??i/`HO.cT r f•?T/i?G it is E BrFU.r . 9/Y6 ?oA eA a cud o eo .?sioF a ?Mis ?? /r .cCCr _ T/!/&LE GOAS' A MANp NTL? f,ewr+l r1le fe-slpewr-r df 7we D/SPQ/GT To .rDarT /t. /.? j/oU. C?ONG? L/,CE y0 t'?ISC4S5 Ti1Ht mATTE.? ,eu,L'T/S4eL PLEASE CONTACT Tn7/S' OiF/CC 04- RO/3&.2T WdOlg/TT, Tilt CONwiry ?NEr/.t,Kt /C, o' } N6ElCd,-r uy? AA R&AWISON cc. f u$LIC Worms ZL-eomlwFNmr r,?; . Pv-F- Z. . ?u?7 z, r5a? ?ol?eef?{' r n (q?,g ry87 d'a . ifr ?e. , ar f,SF "`? v ;ka t I Y ® 86.15.140 Title 86 RCW: Flood Control •.;?, ? , water control improvement and the estimated expcndi- (5) The creation of local improvement districts and ture to be made for each during the ensuing year. The utility local improvement districts, the issuance of im- supervisors may at any time during the if addi- year, Y rove meat district bonds and warrants, P and the Impost 5M1 tional funds become available to the zone, adopt a sup- s tion, collection, and enforcement of special assessments plemental budget covering additional authorized i on all property, including any state-owned or other pub- - mprovements. licly-owned property, specially benefited from improve- t The zone budget or any supplemental budget shall be d l ments in the same manner as provided for counties by approve on y after a public hearing, notice of which chapter 36.94 RCW. [1983 c 315 § 19; 1973 1st ex.s. c - shall be given as provided by RCW 3632.120(7). [1983 195 § 131; 1961 c 153 § 16.] c 315 § 17; 1961 c 153 § 14.1 Se,erability-1983 c 315: See note following RCW 90.03.500. - •„ S,serebllity-1983 a 315: See note following RCW 90.03.500. Sererability-Effective dates and termination dates----Constroc. u-1973 tct e:.s. a 195: See notes following RCW 84.52.043. - m 86.15.150 County aid. Whenever the supervisors Rats and charges for storm water control facilities: RCW 90.03.500 and 90.03.510. See also RCW 35.67025, 35.92.021, J6.89.085 36. - - have found under the provisions of RCW 86.15.1 10 that , .94.145, and 56.08.012. g. ;. a flood control improvement or storm water control im- ov t i iti d b ' r pr emen n ate y any zone will be of benefit to the 86.15.162 Delinquent assessment-Sale of par- z county as a whole, as well as to the zone or participating zones; or whenever the supervisors have found that the eel-Accrual of interest. If the delinquent assessment i id maintenance and operation of any flood control im- rema ns unpa on the date fixed for the sale under RCW 86.09.496 and 86.09.499, the parcel shall be sold _ n provcment or storm water control improvement within in the same manner as provided under RCW 87,03.310 - any zone will be of benefit to the overall flood control through 87.03.330. If the district reconveys the land un- program or storm water control program of the county, der RCW 87.03.325 due to accident, inadvertence, or the board may authorize the transfer of any funds avail- misfortune, however, interest shall accrue not at the rate able to the county for flood control or storm water con- provided in RCW 87.03.270, but at the rate provided in trol purposes to any zone or participating zones for flood RCW 86.09.505. [1983 c 315 § 7.1 a.. 66 g r. control or storm water control purposes. [1983 c 315 § 18; 1961 c 153 § 15.] Serenbllity-1983 c 315: See note following RCW 90,03.500. ? q i Se-billty-1983 a 315: See note following RCW 90.03.500. 86.15.165 Voluntary assessments for flood control or t t storm water control improvements-Procedure- 86.15.160 Excess levies, assessments, and Disposition of proceeds-Use. The supervisors may .Yr charges-Local improvement districts. For the pur- provide by resolution for levying voluntary assessments, - poses of this chapter the supervisors may authorize: under a mode of annual installments extending over a (1) An annual excess ad valorem tax levy within any period not exceeding fifteen years, on property benefited zone or participating zones when authorized by the vot- from a flood control improvement or storm water control i .. 4Y } ? ers of the zone or participating zones under RCW 84- mprovement. The voluntary assessment shall be im- .. .52.052 and 84.52.054; posed only after each owner of property benefited by the a (2) An assessment upon property, including state flood control improvement has agreed to the assessment b i i fS t property, , specially benefited by flood control improve- y wr tten agreement with the supervisors. The agree- h ll ? t ments or storm water control improvements imposed on- d h 86 9 meat s a be recorded with the county auditor and the obligations under the agreement shall be bindin on u - a1 ' er c apter .0 RCW; (3) Within any zone or participating zones an annual g p all heirs and all successors in interest of the property. ?, ad valorem property tax levy of not to exceed fifty cents The rcctl voluntary assessments need not be uniform or di- l t d b f t` per thousand dollars of assessed value when the levy will re a e to ene its to the ro erl from the flood o / + not take dollar rates that other taxing districts may law- control improvement or st rm water control im rovement - fully claim and that will not cause the combined levies to excccd the constitutional and/or statutory limitations p The levying, collection, and enforcement authorized in " IOTA, , and the additional levy, or any portion thereof may also this section shall be in the manner now and hereafter >" n r , be made when dollar rates of other taxing units is re- provided by law for the levying, collection, and enforce. ment of local improvement assessments by cities and /:,' f leased therefor by agreement with the other taxing units from their authorized levies; towns, insofar as those provisions arc not inconsistent with th i i f hi h {, ? ? + i? (4) A charge, under RCW 16.89.080, for the furnish- in of service to tho h i i e prov s ons o t s c apter. The disposition of all proceeds from voluntary assess- c yf 'y g se w o arc rece v ng or will receive moms shall be in accordance with RCW 86.15.130, S benefits from storm water control facilities and who arc contributing to an increase in surface water runoff Any The proceeds from voluntary assessments may be used f f ,- f ?e f + . public entity and public property, including the state and or any lood control improvement or storm water con- trol improvement not inconsistent with the provisions of + ?F)+ state property, shall be liable far the charges to the same this chapter, and in addition the proceeds may be used ' wvu ra + extent a private person and privately owned property is liable for the charges: for operation and maintenance of flood control improve- menu or t l i d } + I t n,; ' • s orm water contro mprovements constructe G + 1 r + Yi i t V 1 4Cra j? Y W_0 bl M, $6 RC 11913 Ed.l •r,a ? W j . ) ,?^?f'? t l 1J ?rn: J?7fir' :yF f Av Y f g Cy.e 1 ti ` ;. I t! ?? tit t 5 4 t'l. 6 - f n - ?f?tf ? (? _'. Y ( J 3yyV?gynn I 1 1 t 2r t + ?Po 4P1 111666""" 4hq ' k ? Yet .F . , l F. CAPE GEORGE SEWER DISTRICT NO. 1 JEFFERSON COUNTY, STATE OF WASHINGTON November 5, 1985 NOTICE IS HEREBY GIVEN that on Tuesday, November 5, 1985, a special election will be held for submission to the qualified voters for their approval and adoption or rejection, a proposition for formation of Cape George Sewer District No. 1. CAPE GEORGE SEWER DISTRICT NO. 1 PROPOSITION NO. 1 Shall Cape George Sewer District No.1 Be Organized and Established as follows: The plats of Cape George Colony, Divisions I, II, III, IV, V, VI and VII, recorded in Vol. 4 of Plats on pages 21, 22, 23, .4, 32, 48, 50 and 51, and the plats of Cape George Village, Divisions 1, 2, 3, 4 and 6, recorded in Vol. 4 of Plats on pages 41, 44, 59, 75 and 76, and Vol. 5, pg. 17, and the plat of Crest Haven Subdivision, recorded in Vol 6 of Plats on pages 91 and 92, all in the records of the Jefferson County Auditor, Jefferson County, Washington. Sewer District .........................YES E] . Sewer District.................. ..NO ? CAPE GEORGE SEWER DISTRICT 140. 1 PROPOSITION NO. 2 IfShall the Following Amount be Levied for General Preliminary k Expenses of a Cape George Sewer District? O_NE nOr.LAR ANA TWENTY FIVE CENTS ,7 { per thousand dollars o" I assessed value tax ......................YES L ' + t? r ! ' y oNr not T.nnhousand ANn TWENTY dollFarsIVR _ of F.NT9 y let- per fti a4rr?aq` t ? rrv assessed value tax ......................NO f`? r, v y t` ? ,?3i G ?" 1? .? ? 1N ! iFF ?r d At ? ? ? w ? ? {' rl 1„ n?q'tmk one 4?, .itid!4a n S6` xa, ?',io R-}Tr < <{ fir" y?'V ti ? w '? yy yrr t ? y y ? .aY ?l l - l I !Y ?Il 1. S tNi ?I?`y54! r _ 1 yl ?. WHEREAS,the residents of the Cape George communities have filed a titi pe on with the Board of County Commissioners of Jefferson County , Washington, for a proposed sewer district for the purpose of con- structing a sewage collection system, constructing a sewage treatment plant, maintain and operating the collection system and treatment ty process for the protection of the public health and property values within the sewer district, and WHEREAS, the Jefferson County Auditor has certified the above G mentioned petition to be of sufficiency, and WHEREAS, the Board of County Commissioners of Jefferson County , Washington, has determined the proposed district to be of necessity ' , and , p m; WHEREAS,a public meeting was held on Monday, the .16th day of September, 1985, at the hour of 2:00 p.m., in the office of the County ??§ Commissioners of Jefferson County, and the proposed Cape George Sewer District was found to be conducive to the public health, welfare, and convenience, and be of special benefit to the land within the proposed sewer district,and WHEREAS, the Board of County Commissioners of Jefferson County, Washington, has determined that inclusion of Cape George Village Divisions 5 and 7 in the proposed sewer district is not conducive to the public health, welfare and convenience, and is not of special benefit to the proposed sewer district, NOW, THEREFORE BE IT RESOLVED, that the Board of County Com- missioners herewith directs that the name of the proposed sewer dis- trict be the Cape George Sewer District No. 1 and further directs a measure to authorize the formation of the Cape George Sewer District No. 1 be placed before the voters at a special election to be held on the 5th day of November , 1985, and ?+?S` iskl4 jl } )5 ? R]4 a T _ z s_ . FURTHER BE IT RESOLVED, as.per Title 56 RCW, that the Board of County Commissioners herewith directs a proposition to be submitted to the voters to levy a general tax for one year, in excess of the tax limitations provided by law, of ONE DOLLAR AND TWENTY-FIVE CENTS per thousand dollars of assessed value, for preliminary expenses of the district. ADOPTED THIS_DAY OF SS,Eiozx-?svL .,1985. SEAL ' BOARD OF JEFFERSON COUNTY COMMISSIONERS Johns L. Pitts, Chairman B. G. Brown, Member Lar. Den?;ison, Member ATTEST: ., " ` J rdine C. Bragg lerk of the Board el d A? r ,rte--.,.:,m-?,ra_--.•...x -mss s i+.1<''.- ? _ w . I UFFICI I BAILLO M ` of ; FIDE PROTECTION 1)IST. NO. 1 Z I JEFFERSON COUNTY, WASHINGTON 1 Special Election, November 4, 1980 --- J INSTRUCTIONS TO VOTERS: To at e in favor of the following s proposttion, place a cross X in ths uare o YES to vote against the followin q pp°site the word, (X) in the square Opposite the word "NO" as the case may be. Special Election- Proposition No. 1 Submitted by Fire elsw t No. 1 EMERGENCY MEDICAL SERVICES REGULAR PROPERTY TAX LEVY Shall Jefferson County Fire Protection Dis- trict No. 1 be authorized y to levy a regular property tax in the sum of $0.25 'maximum). per $1000 assessed valu ti a on each year for six consecutive years beginning to 1980 to be collected In 1981 f th or e provision of Eme, gency Medical Services all as provided in Jefferson County Fire P rotection Dist. No. 1, Resolution No. 1 and the laws of the State of Washington R.C.W. 84.52.0697 l? YES ..................................................... fi S ... NO ....................................................... Ej _ ti 1 1 . _ F } ?? r •Alp - •?b uE -1?._..de?al'YBMtl-` ??.. - _- ? -? -- . ,.w.f? '-_ueuark°di __ _t."YIS. _ .uauSiLEsa'?"+?S4:wv-- - --*°'-`R^srasv ` ?iaYt _ µ 'x'"? J ®® JEFFERSON COUNTY FIRE DISTRICT NO. 1 Chimacum, Wa 98325 September 8, 1980 F ` r A RESOLUTgION OF THE BOARD OF COMMISSIONERS OF JEFFERSON COUNTY FIRE PROTECTION DISTRICT No. 1, PROVIDING FOR THE SUBMISSION TO THE ` QUALIFIED ELECTORS OF THE DISTRICT AT AN ELECTION TO BE HELD WITHIN " Y THE DISTRICT ON NOVEMBER 4, 1980, OF A PROPOSITION AUTORIZING THE u LEVY OF A REGULAR PROPERTY TAX IN THE SUM OF $0.25 ASSESSED VALUATION EACH YEAR FOR SIX CONSECUTIVE Y PER $1000 EARS BEGINNING IN .: 1980 TO BE COLLECTED IN 1981 FOR THE PROVISION OF EMERGENCY MEDICAL 4- SERVICES ALL AS PROVIDED IN JEFFERSON COUNTY F. P. D. #1, RESOLUTION No.=L?AND THE LAWS OF THE STATE OF WASHINGTON RCW 84 .52.069 l "mod All WHEREASt It is the judgment of the Board of Commissioners of the district that it is essential and necessary for the protection of the health and life of the residents of the district that the emergency medical services enumerated in the resolution be provided by the district. Such services will necessitate the expenditure of revenues for Contractural Medical Ambulance Services. NOW THEREFORE BE IT RESOLVED BY THE BOARD OF COMMISSIONERS OF JEFFERSON COUNTY FIRE PROTECTION DISTRICT No. 1, WASHINGTON AS FOLLOWSt Section 1.---That the district shall provide by contractural services emergency medical care or emergency medical:.serYices needed for the provision of same. Section 2---In order to produce the revenue adequate to pay the costs of the providing of life protection services as described in Section 1 of this resolution And to maintain reserve funds sufficient to assure the continuation of such services, the district shall levy in 19- , and collect in 19 , a general tax on taxable property within the district, maintenance and operation costs. Section 3.---There shall be submitted to the qualified electors or-the distri t for their ratification or rejection, at an election onlt?v?. 19 ,? d the question of whether or not such levy for maintenance and operations shall be made. Comalssner Com ler Com:,issloner y Secretary P FIRE PROTECTION DISTRICT NO. 1 JEFFERSON COUNTY, STATE OF WAS?INGTON ? ,1 x EMERGENCY MEDICAL SERVICES REGULAR PROPERTY TAX LEVY Shall Jefferson County Fire Protection District No. 1 be authorized to levy a regular property tax in the sum of $.25 (ipaximum) per $1000 4ssessed valuation each year for six consecutive years beginning in 1980 to be collected in 1981 ' for the provision of Emergency Medical Services all as provided in Jefferson County Fire District No. 1, Resolution #? ? ' and the laws of the State of Washington R.C.N. 84.$2.000 9. TAX LEVY YES TAX LEVY NO Adopted by the Board of Commissioners of Jefferson County Fire District No. 1, State of-Washington, at a regular open public meeting of such Board on the 8th day of September, 1980, the undersigned agreed to this proposition. CQ1 r?L O? ? v ? C ssioner ?Comm fissioneee f Commissioner Attests \ ?J Secretary r? MPI The Washington State Department of Ecology has an ongoing statewide " program, the Washington Instream Resources Protection Program, to estab- lash and protect flow levels in the state's streams and rivers. The 1 ?r program will not affect any existing water rights, but may affect new, ? r v? future consumptive water uses. An informational meeting was held last May 23 in Hoodsport to discuss - the preliminary stages of development of the Skokomish-Dosewallips Instream Resources Protection Program. This workshop in Brinnon will provide the Department an opportunity to present an update on the devel- opment of the plan and to receive comments and suggestions from the public. - The workshop will be held at the Brinnon Community Center in Brinnon at 7:00 p.m. on Thursday, March 7, 1985. 7€, w You are invited to attend this meeting and your comments on the streams " of this area are welcome. There will be a formal public hearing on this program at a later date, so if you are unable to participate in this work- ,;Fy - shop, you still have that opportunity to make your views known. As always, k ,•?) if you have questions concerning the Skokomish-Dosewallips Instream n Resources Protection Program, please call (206) 459-6113. Sincerely, "fq x 7 J ? ?JC? NiK'JN/` / Rushton, Planner C11 i Water Resources Management Division N r < CDR:Jb iS f 11 C F. , . 4 t f :lf? 7,77 z WASHINGTON INSTREAM RESOURCES PROTECTION PROGRAM ? Authority t The minimum instream flow program for the State of Washington is authorize d by Chapter 75.20 RGW (State Fisheries Code), Chapter 90.22 RCk' (Minimum Hater Flows and Levels) and Chapter 90.54 ACB (hater Resources Act of 1971), and is i ' '' . n accordance with Chapter 173-500 WAG (Hater Resources Management Program). A final Environmental Im act St t r .•' p a ement and Program Overview for the Western Washington Instream Resources Protection Program was published i 7c n 1979. It discusses: (1) the methodology used in determining base flows ?+{ , and (2) the general environmental effects of the instream program. Chap- - ' tern 75.20, 90.22 and 90.54 RCH are contained in the Environmental Impact Statement as appendices A B d X1 , , an C. Chapter 173-500 WAG is a general regulation adopted pursuant to the Water Resources Act of 1971. _ 3 1I t 4R( - _ History ?- y The 'state surface water code (Chapter 90.03 RCH) was passed in 1917 estab- lishing the present system of water rights administration based on the appropriation doctrine. Through the appropriation s stem ublic t 'kS :' y , p wa ers are granted to individuals for beneficial use upon a finding [hat: (1) water is available for a beneficial (2) i . 4 use, ex sting rights will not be impaired, and (3) the public welfare ill b w not e harmed (RCW 90.03.290). The Department of Ecology (WDOE) or its predecessor agencies have been '?- placing instream flow restrictions on appropriation permits and denying 7 ? ?. , proposed consumptive appropriations to protect fish resources since the enactment of the 1949 State Fisheries Code (Ch t 75 . . f . ap er .20 RCW). Approxi- mately 500 streams are now limited by such actions M t f th F It . os o em are relatively small. !. In 1969, Chapter 90.22 RCW (Minimum Water Flows and Levels)'was passed i authorizing WDOE to establish minimum flows and levels on streams, lakes, or other public waters h t w en reques ed to do so by the departments of Fisheries and Game. Through the authority of this regulation, the depart- 1 1 1 t went established minimum flows on the Cedar River, a major municipal water -, 4 ,;t { supply source for Seattle. Chapter 90.54 RCW (Water Resources Act of 1971) was enacted in 1971 and was more comprehensive than Chapter 90.22 RCW. It provided more specific direction for the department in developing water resource programs including, measures to protect instream values. Chapter 173-500 WAC was developed in response to Chapter 90.54 RCW and provides guidelines for developing the water resource programs. Our basin programs are derived from this WAC. From 1975 to 1979, the department developed a series of basin management plans in basins experiencing intense competition for water and resulting management problems. These programs included administrative rules setting base flows, evaluating total water resource availability, determining the quantity of water remaining available for appropriation, and allocating remaining waters to specific beneficial uses. Basins for which these .. 1 1 ' l ? ? ? u? l'?y?•? ?"'1 1 ? iEE } i W INS,' .+l C??' G i ?' tP 1 ? 5?! V t i ? _ 1 ? 1 1 Jl .1. S i .l _ ++ t? 1? I n 1 Atl 1 } i ? 1 ?i} S ' U tN it 1 I7 1 I { I { ?? 7 1". 1 tF? 5 programs were adopted include the following: Chehalis (k'RIAs 22 and 23), - the John Day McNary Pools area (31 and parts of other WRIAs), the Walla Walla (32), the Little Spokane (55), the Colville (59), the Methow (48) l: and the Okanogan (49). ,rr In 1978, the department began an accelerated program, the Western Washington Instream Resources Protection Program, to set instream flows on Western Washington streams. Instream programs are less comprehensive than basin programs, focusing primarily on protecting instream flows on ?' •` r'? . perennial streams. In addition, the Environmental Impact Statement (refer- ?y. A, enced previously) was developed specifically for this accelerated program. A - The department, through regulation, is required to review these basin and instream programs within five years of the date of their adoption. The 1. Columbia River Instream Resources Protection Program was one such program that was adopted, revised, and then readopted (copy enclosed). This five year review provision is intended to accommodate any new information and water management experience accumulated during the period the regulation - has been in place. To date, we have adopted six basin programs and nine instream resource 9 protection programs (see enclosed map). Several basin regulations are enclosed. Seventy-seven streams have had instream flows established through the programs and 170 streams and lakes have been closed to fur- Cher consumptive appropriation. _ Minimum Flow Setting Procedure The Department of Ecology presently relies on data and recommendations regarding instream flow needs for fish as presented by the state Game and Fisheries departments. Several methodologies are used by these agencies in evaluating these needs. They are: (1) the United States Geological Survey/Washington Department of Fisheries method, also referred to as the _ Usable Width method, (2) the Instream Flow Incremental Method (IFIM), - developed by the U.S. Fish and Wildlife Service, and (3) the Tennant, or Montana method. The list of references attached provides sources that explain these methods. r' IFIM is considered by most experts to be the superior method currently } available, but IFIM studies are time consuming and expensive. Our depart- ?,;i ment has conducted two such studies as pilot projects. We are now working with the state Department of Fisheries which has funded and is carrying out a number of IFIM studies on streams that will soon be addressed by our instream flow setting program. In addition, many IFIM studies are being conducted by proponents of proposed hydroelectric projects, other water development interests, and preservation interests such as Indian tribes throughout our state. The results of these studies will be used when a appropriate in our flow setting program. tt ?; ,tee it +:`• ' In addition to fish needs, WDOE also considers any available information ` _ on aesthetic, recreation, and navigation vacs of the stream in question as well as water quality maintenance needs. The fish requirement recommen- dations and the needs of other instream uses are evaluated with respect to the availability of flows to meet these needs. Often, a stream's hydrology -2- r M? r ^ will su est that flow l h gg s ower t an that desired by other agencies are more " -? realistic, We attempt to achieve an agreement with the departments of Game 8 and Fisheries on a proposed flow regime, but this is not always possible. Under state law, WDOE has exclusive minimum flow setting authority (RCW 90.03.247). WDOE drafts a basin report and proposed regulations that include the - proposed instream flows, stream closures and exempted uses. The report is distributed to a variety of interests. A public notice is published and _ other advertising occurs announcing the proposed regulations, the comment period, and public hearings. Oral and written comments are accepted over a 60-day period. Following the comment period, WDOE prepares a final report and revised proposed regulations. Responses to all comments are included in a revised report. An adoption proceeding is held about two weeks to one month following publication of the revised report and regulations. At the 5 adoption proceeding, final comments are heard and the director or deputy •, director of VDOE decides to adopt the rules as proposed, revise and adopt the rules, or return the rules to the department for further work. Following adoption, a standard operating procedure (SOP) is prepared for use in implementing the new rules. The rules take effect 30 days after 8 ' adoption. Aggrieved parties may appeal the rules to state court. Implementation of Instream Flows `. After the adopted rules are in effect and an SOP has been completed, the A' WDOE regional office may commence with considering water right applications on the streams in question. (A backlog of applications may have been held ? while the instream program was in development.) Generally, any proposed - use of water that would result in a diminishment of streamflows (consump- s tive uses), including ground water in hydraulic continuity with surface ` water, is subject to the instream flows and stream closures established by the regulation. Any new appropriation permit issued for diversion for consumptive use from a stream having adopted instream flows is provisioned to require that the diversion cease when the flow of the stream falls to or below the instream flow requirement. The diversion must remain off until flows exceed the instream flow. Any water right permits, certificates, or valid claims existing prior to the effective date of the regulations are not subject to the instream flow. Applications for consumptive use on streams closed to further consumptive appropriation are denied. Applications for noncon- sumptive uses are not affected by the regulations. The Water Resources Act of 1971 states that with respect to instream flows established by the department, "Withdrawals of water which would conflict therewith shall be authorized only in those situations where it is clear that overriding considerations of the public interest will be served." (RCW 90.54.020(3)(a)). The department has used this authority on one occasion to approve a change of a point of diversion of an existing water right to a stream having an adapted instream flow. In several other instances, criteria has been specified for using this authority in extreme -3- r?xr a ==>ru>ma 'ra W;;,= F ?g ? wva w..«•.,p,;g oww? { 7 ev ? ., tr x ?? h«x3 M1 .: i Hy ? msrv s ,S? .. @ .. Z yryL . f u g c ? fl l ? ri s , rt. ?} Ir _ I •?< 2 4? ?fir ),.h 11 1 - V ) Tl t+ x? 'I l I ? ? 4. { l'. S 4 '• t j 1 V' drought situations. M'DOE has not, to this point, approved an exemption a under this authority from instream flows for a new water right. Generally, instream and basin program regulations provide a categorical exemption for domestic use by a single residence and stock-watering (except feedlots). On large streams planned for major municipal water supply development, a two-tiered flow regime may be adopted using drought condition flows in addition to normal condition flows. Specific procedureo are set forth for allowing less than normal condition instream flows to be observed. On several occasions, fisheries agencies and interests have attempted to establish minimum flows by applying for water rights for that purpose. M'DOE has denied these applications because the legislature's clear intent is that minimum flows be established by regulation. A 1979 amendment to the state water code provides that minimum flows established by regulation constitute appropriations with priority dates being the effective date of - their establishment (RCM 90.03.345). Although the department prefers to establish minimum flows through the above described procedures, water right flow limitations may also be "`. _ established on a case-by-case basis in accordance with the department's discretionary powers under the state water code (Chapter 90.03 RCM') and the state fisheries code (RCW 75.20.050). These case-by-case determinations - can then be reviewed by the department at such time as a minimum flow program is initiated for that area. The specific flow conditions would then be affirmed or amended and adopted in subsequent regulations developed for the basin. -4- VIi r- d ' o? 1 Y i ? ? t t Brinnon Workshop March 7, 1985 •*xr Planning Status and Process Water Resource Inventory Area 16 Skokomish-Dosewallips Basin Background Development of the Skokomish-Dosewallips Instream Resources Protection Program is part of the statewide effort to develop management policies for streams and rivers of Washington State. The amount of water that must be left in a stream to protect the instream resources, such as fish, wildlife, navi gation, recreation, water quality, and aesthetics, is to identified. Instream flows have been adopted for most of the Puget Sound basins and for several basins in Eastern Washington. The program will not affect existing water rights. There will be a formal public hearing on this program; all those signing the attendance list and including their address will be contacted regarding the specifics of the hearing. Purpose of Workshop The purpose of this workshop is to provide an update of the information presented at the May 23, 1984 meeting held at Hoodsport and to receive public comments and suggestions. The Hoodsport meeting described the setting and .ra r xx l' f y ; r is resources; this meeting will focus on water development, fisheries data F collection, hydrologic data collection, and the process used by the S, Department of Ecology to set stream flows. We view this as a technically - e r oriented session. We would like to present our data and findings and discuss with you how we plan to use this information in the program. We encourage you _ r ` _• to express comments or ask questions. y Y r 7 Water Development n There are ten hydroelectric development projects within this basin; two are c ! n operating (Cushman and Lilliwaup Falls); one is under construction at Rocky - a Brook, and the remaining projects are either in the planning or data collection e ' 1 stages. One major municipal water suPP1Y Project is bean g planned. Several ? ' " . -.?? '. •.?. others are presently inactive. All water development projects are described on pages of the handout. Proceeding alphabetically, the Cabin Creek project is located on a tributary of the Hamma Mamma River. The project has received a FERC exemption since it is located totally within Olympic National Forest. It's rated capacity would i be 2.8 Megawatts. The proponent is S.V. Hydrotech. Cushman The Cushman project is a 124 MW hydroelectric facility on the North Fork of i the Skokomish River. This project is operating on an annual license and is owned by Tacoma City Light. Because no instream flow requirements exist on 1 ` rrZ? f ElsIn ( af??r71°MwJa} P E ??d ,y tiPy '? 1 f F AVM ?1? 1 ? i . f Ir 15 yV}'1' ; r f ti I # R? - Pi K ? A I S 1 y ? .?. l M1 l y iTI 1? 1. ' ?•" w i ! ? 11 I f ! ! !}i ? 1 i I i 1 vH ? k v? ? 1 4^? T r ?p I ? tL the projects original federal license or water rights, the North Pork Skokomish River below lower Cushman Dam is often dewatered for a considerable distance. Resource agencies have long been interested in getting minimum flows established for the dewatered reach when a new federal license is issued for the project. j ? Elkhorn This project is proposed by Mason County PUD 01 which has filed a Major License's - Application. Located at river mile 2.2, this project originally called for '? - a 9.3 MW turbine, but we understand that it may end up being a smaller project l than previously proposed. The FERC is currently preparing a federal Environ- mental Impact Statement to support its future licensing decision. Minimum by- pass flows remain an issue. v Jefferson Creek This project is also proposed by Mason County PUD 11 which has filed a pro- liminary permit application. This project is proposed to be located on the lower 3 miles of Jefferson Creek and would have a capacity of 6.3 MW. R 4, cwt .. 7 '. 4 ?L w Jorsted Creek Water Power, Inc. is the proponent of this 590 KW proposed projects. A pre- liminary permit for studies has been granted. Lena Creek Lena Creek is a tributary of the Mamma Hamma River. Rainsong, Incorporated has filed a minor license application with FERC several months ago. This 5 MW proposed project is located totally within Olympic National Forest and bypass Lena Creek from below. Lena Lake to a point near its confluence with the Mamma Mamma. Lena Creek This project and the previous one are in competion. Hydro Resource Company is the proponent of this proposed 40 KW project. A preliminary permit applica- tion has been filed. Lilliwaup Falls This privately owned project is currently operating and has received exemption from federal licensing because it is a less than 5 MW project. A state water right has also been issued. Minimum bypass flows have been agreed to. S 1. i Rocky Brook Falls { ,y tY1"P,p?„ This hydro project is under construction. It is located at the Falls about d r 1/4 mile from the Dosewallips River. FERC has granted an exemption from li- censing and the project has been issued a state water right. t; Minimum bypass flows have been agreed to. ?r - "i - Dosewallips Diversion a This municipal water supply project is in the early planning stages. The Jefferson County Water Utilities Coordinating Committee may apply for a water - ?- i right or water supply reservation future municipal use at some as yet unspecif- f rt '? `^ ied location on the Dosewallips. There are several other entities with interest in the water resources of the Skokomish-Dosewallips basin. A summary of surface water rights over five cfs is on page of the handout. It should be noted that the municipal and industrial applications are all 20-30 years old, and have never been followed up on, and are uncertain of future development. If develped in the future, they would be subject to minimum flows. The most significant rights, that have not already been mentioned, are: (and as a point of reference, one cfs equals about 450 gpm) r m ?, ti t t a ? A ?gI?s+ l?z,, M 7C1L ? i r 5 ?Qa' s ? a T ! 41.E F i i ? 6 t y .t. } r '11$$t? n ..?i ?' r I i{ . I. e A Summary Streams of WRIA 16 generally are relatively pristine and do not have mayor with- drawals. Major exceptions are North Pork Skokomish (hydropower storage and C. diversion), Lilliwaup Creek (small hydro plant), Pinch Creek (hatchery diversion) and Rocky Brook (hydropower plant under construction). There are numerous new development proposals, chiefly hydropower and one mayor water supply diversion in planning. A number of old applications for, water supply could be reactivated in the future. t % r ?1 dS i i iJ ? ? S. w h UI ? dip 4 ? 7 1 rt I 1 Tn 41, al .? y? n =IAL r r; ix ,,u? 1 i V Nearly all of these projects involve the issue of instream flows in a bypassed 1 r reach or below storage and/or diversion facilities. The purpose of the WDOE ` basin planning effort is to address instream flow needs in these and other _ streams in WRIA 16. Que ti s ons: Now we will turn to more technical matters. I would like to introduce Brad 9 a, ! Caldwell, WDOE Fisheries Biologist who is going to cover the status of fisheries a ` studies he has conducted over the past year. ? F 4 ?? 5 A i ?+a /? Qf M [ r ! e';, I y "? ' h E7 r r I i F !? j 1 r ?? ? ( 6 !{ t ! C??4 ? C 7 ?>? Y F ,- h k 1.? In?a? 1V x 'G:r ? 4ie .;1 a PUDO1 of Jefferson County r The Courthouse Port Townsend. WA 98368 206-385.5800 I Richard Klnt j Manager fyut tisxI?n? ' $7 y S 1!i??yyp, 1IV? I} I I F?1 t Lr I '.r I ?IM Yr??'?M 1 t I } 2 1 r r '' h. ? ? q?"a?f q 4SI. N} 7 al, i ti ncof Via, « .1i10)n STATE WATER oa kin o Ix P PROGRAM P ? 9?q aFO?P O W.W.I.R.P.P. SERIES - NO. 12 SKOKOMISH - DOSEWALLIPS INSTREAM RESOURCES PROTECTION PROGRAM ( WATER RESOURCE INVENTORY AREA 16 ) INCLUDING PROPOSED ADMINISTRATIVE RULES (CHAPTER 173-516 WAC) Prepared by Water Resources Planning and Management Section Washington State Department of Ecology Program Planner - Clifford D. Rushton Preliminary Research - Jennifer Bryson Washington State Department of Printing Olympia, Washington June 1985 INSTREAM RESOURCES PROTECTION PROGRAM Skokomish - Dosewallips Water Resource Inventory Area Including Proposed Administrative Rules Chapter 173-516 WAC Al C Ytl 'Vtro 4 ?k9 ?Wt o °tARa 'Y xfl yr»`{ fayr'F? ! A ! i 1k f l ? t ! 7 , t' 'r tt t '!i 1 t? W Y '; 4 1 ? tiff ? ? ? ? y r r s c ? t }r r? 1 ,? F ? F LIST OF FIGURES . . . . ii . . . . . . . . . . . . . . . . . . . LIST OF TABLES . . ii INTRODUCTION AND SUMMARY. 1 r '-.. PROGRAM OVERVIEW . . . . . . . . . . . . . . . . . . . . . . . . 4 Authority. . . . . . . . . . . . . . . . . . . . . 5 Public Participation . . . . . . . . . . . . . . . . . . . 5 - BASIN DESCRIPTION . . . . . . . . . . . . . . . . . . 6 Physical Characteristics . . . . . . . . . . . . . . . . . 6 Population • • • • • • • 6 Land Use and Economy . . . . . . . . . . . . . . 7 -- Related Land and Water Resource Plans. . . . . . . . . . . 10 WATER RESOURCES . . . . . . . . . . . . . . . . . . . . . . 11 Surface Water . . . . . . . . . . . . . . . . . . . . . . . 11 Ground Water . . . . . . . . . . . . . . . . . . . . . . . 14 Water Quality . . . . . . . . . . . . . . . . . . . . . . . 15 WATER USES . . . . . . . . . . . . . . . . . . . . . . . . . . . 15 Instream Uses. 15 Fisheries 15 - Game Fish . . . . . . . . . . . . . . . . . . . 19 Wildlife . . . . . . . . . . 20 Plant Life. . . . . . . . . . . . . . . . . . . . . 21 - Recreation. . . . . . . . . . . . . . . 22 Aesthetic and Scenic Values . . . . . . . . . . . . . 23 Navigation. . . . . . . 24 Water Resource Development . . . . . . . . . . . . . . . . 25 Hydroelectric Power . . . . . . . . . . 25 Domestic and Municipal Water Supply . . . . . . . . . 29 Industrial Use and Irrigation . . . . . . . . . . . 30 Fish Propagation. . . . . ESTABLISHMENT OF ADMINISTRATIVE RULES . . . . . . . . . . . . . 31 32 Current Administrative Status. . 32 Technical Basis for Establishment of Administrative Rules. Hydrology . . . . . . . . . . . . . 32 34 Flow Recommendations for Fish. . . . . . . . . . . . . . 34 Instream Flow Incremental Method . . . . . . . . . . . . . 34 Proposed Administrative Status . . . . . . . . . 35 r'. Existing Surface Water Source Limitations . . 36 Proposed Minimum Flows and Control Stations 36 e° - Proposed Stream Closures . . . . . . . . . . . . . . . 44 BIBLIOGRAPHY . . . . . . . . . . . . . . . . . . . . . . . . . . 46 ...r APPENDICES ti A - Proposed Administrative Rules . . . . . . . . . . . . 48 58 B - Hydrographs of WRIA 1116 Streams . . . . . . . . . . . - Description of Hydropower (FERC) Projects. . . . . . . 66 D ' Acronyms 70 -i- p R t ? y ' S ' ? x +• ? ---- `K"'?@f , .,,.la. -..5? ;'7D ';d.S..? -. •r?7c?"Mx .;.?' '? V 55 Tqn" -%s hY , LIST OF FIGURES Figure Title Pages a 1 Basin Map for WRIA 16 . . . . . . . . . . . . . . . 2 ?° ..F 2 Generalized Land Ownership . . . . . . . . . . . . 9 3 Timing of Salmon and Searun Trout Freshwater Life Phases in WRIA 16 17 .`?. r? 4 Hydropower (FERC) Project Locations . . . . . . . . 27 - 5 USGS Water Resources Data Availability for _ WRIA 16 . . . . . . . . . . . . . . . . . . . . . 33 6 Proposed Control Station . . . . . . . . . . . . . 37 r 7-17 Proposed Flows . . . . . . . . . . . . . . . . . . . 38-43 " LIST OF TABLES y Table Title Page w ' 1 Water-Oriented Recreation Sites within WRIA 16. 23 ' 2 Hydropower (FERC) Projects Summary. . . . . . . . . 26 ? 3 Municipal Supply Water Right Applications . . . . 30 s{ f yE '? 4 Existing Surface Water Source Limitation . . . . . 32 - ?? -ii- maintain stream riow -- -- _------ In addition to directly contributing - ' _ variation in precipitation. those sources also contribute to storage in nance t i i , - , rs, e n stream flow ma ter aquifers which serve as natural reservo d i s wa on - lakes and groun me high and extreme low flow stream condit t re to moderate ex helping e streams occurs during the winter and early spring As h .4 r i es Peak runoff in t snow melt and when precipitation is at its highest. am flow i ' ng months dur ing subsides in late spring and early summer, stre t or September streams have Preth pi dur x .' ?+. " in to fall off so that by Augus increase as be l h g en s leve eached their lowest levels. Stream flows t _ r usually precipitation increases in the fall. a sp - 1 - ?f 3ASIN F f ? f ti ? f J? r i ? ? r? ? y ,fy? r Wi ? f 7T P l a I fad b ?.p Surface water in WRIA 16 is used for a variety of purposes. Hydroelec- r-n tricity is generated on the North Fork of the Skokomish River and on and is proposed on many other streams within WRIA 16. Lilliwau Creek M.. p , Small water diversions for commercial and domestic supply exist in the 'd lowlands near Hood Canal and proposals. exist to develop the Dosewallips, '" - Duckabush, and Hamma Hama Rivers as sources of municipal water supply for Port Townsend, Kitsap County, Jefferson County, and Bremerton. ?' rr' Streams of the area also serve as important production grounds for coho, ,, chum, pink, and chinook salmon. Steelhead and cutthroat trout inhabit ' waters of this WRIA and are important to the recreational fishery of the area. Recreation is also a major instream use of water. Lakes and i • streams of the region are highly utilized for boating, swimming, and ?; -.. sport fishing. In addition to recreational and fisheries resource use, cenic and aesthetic th i f " r s e or these streams and lakes are also important qualities as well as for wildlife habitat and use. Waters of WRIA 16 are among the most pure in the State of Washington. As population increases in the Hood Canal area and the Puget Sound region, the demand for water for water supply and energy production is i l c power ectr likely to increase. This has already occurred for hydroe generation. Water rights developed in the future have the potential to u deplete flows in the rivers and streams of WRIA 16. In order to preserve flows for important instream uses, the Washington State Department of Ecology (WDOE) proposes to establish minimum instream flows on the fol- lowing streams and their tributaries: Dosewallips River, Duckabush River, '`. Eagle Creek, Finch Creek, Fulton Creek, Hamma Hamma River, John Creek, Jorsted Creek, North Fork Skokomish River, Skokomish River, and South Fork Skokomish River. `R "'- '• The following streams, including tributaries, are proposed to be closed "2 to further consumptive use for the period of the year indicated: Clark Creek . . . . . . . . . . . . . . June 1 through December 31 Eagle Creek . . . . . . . . . . . . . . June 1 through December 31+ Finch Creek . . . . . . . . . . . . . All year Fulton Creek . . . . . . . . . . . . . . June 1 through December 31 Hill Creek . . . . . . . . . . . . . . . June 1 through December 31 Hunter Creek . . . . . . . . . . . . . . June 1 through December 31 _ John Creek. April 1 through December 31'?? i Jorsted Creek . . . . . . . . . . . . . June 1 through December 31 k.' Lilliwaup Creek . . . . . . . . . . . . June 1 though December 31 Little Lilliwaup Creek. . . . . . . . . June 1 through December 31 McDonald Creek . . . . . . . . . . . . . June 1 through December 31 r Miller Creek. . . . . . . . . . June 1 through December 31 i _ North Fork Skokomish River. . . . . . . All year .i Pierce Creek. . . . . . . . . . . . June 1 through December 31 } - Purdy Creek (above George Adams hatchery) . . . . . . . . . . . . . . All year ,?.£. Schaerer Creek. . June 1 through December 31 ?? Sg Sund Creek. . . . . . . . . . . . June 1 through December 31 Vance Creek . . . . . . . . . . . . . . June 1 through December 31 ,.4A+Y.E Waketickeh Creek. . . . . . . . . June 1 through December 31 , Walcott Slough (00558). . . . . . . . . June 1 through December 31 ; - 3 - f :j rai A d d 9 .. 7 • .3 .+s?. ANcc. Ti} ??z re Walker Creek. . . . . . . . . . . June 1 through December 31 Weaver Creek . . . . . . . . . . . . . . June 1 through December 31 Unnamed Creek . . . . . . . . . . . . . June 1 through December 31 (!10010) Unnamed Creek . . . . . . . . . . . . . June 1 through December 31 (#215) Unnamed Creek . . . . . . . . . . . . . June 1 through December 31 (#216) Unnamed Creek . . . . . . . . . . . . . June 1 through December 31 (#217) Unnamed Creek . . . . . . . . . . . . . June 1 through December 31 (#218) Unnamed Creek . . . . . . . . . . . June 1 through December 31 (11439) EXISTING WATER RIGHTS WILL NOT BE AFFECTED BY THIS PROGRAM. PROGRAM OVERVIEW In June 1979,a Western Washington Instream Resource Protection Program (WWIRPP) report, including a final environmental impact statement (EIS), was distributed to the public and governmental agencies. (Copies are available upon request from the Department of Ecology, Olympia). In the EIS document, the Washington State Department of Ecology (WDOE) proposed a plan for developing and adopting instream flows for 24 western Wash- ington Water Resource Inventory Areas (WRIAs) and two eastern Washington WRIAs. Another eastern Washington WRIA, the Wenatchee River Basin (WRIA 45), was added to the program in 1981. In general, the methods and procedures used in the development of the Skokomish-Dosewallips program, and the environmental effects of the program, are those outlined in the Western Washington Instream Resources Protection Program Final Environmental Impact Statement (including Program Overview) (WWIRPP). Because the anticipated environmental impacts of this program are those discussed in the WWIRPP Final EIS, no basin specific EIS has been prepared for the Skokomish-Dosewal lips program. Reliance was put on data published by the United States Geological Survey (USGS) for stream flow rates, volumes and timing, high and low flows and other hydrological information. Flow recommendations for fish were based on the instream flow incremental method (IFIM) that has been developed since the 1979 WWIRPP report. IFIM is used to model the relationship of stream hydraulic characteristics (depth and velocity) to various flow rates through typical channel sections. IFIM was used in WRIA 16 to develop fish flow recommendations for 11 of the more important fishery streams. See page 34 for a more detailed description of IFIM. In the Skokomish-Dosewallips Instream Resources Protection Program (IRPP), the Washington State Department of Ecology (WDOE) proposes to establish specific minimum instream flow levels, and year-long and seasonal stream closures to protect the instream resources of fish, wildlife, water quality, navigation, recreation, scenic, aesthetic, and other environ- mental values. - 4 - a, n art r r s? a?y - E -^ -'ism.' ...?9mew?= ?'? ?:a?^, v+s?a, _-3?a? "K ..,? r aK _ea ar,,• , r• r u ?' F ` Authority' The Water Resources Act of 1971 provides that perennial streams and rivers shall be retained with base flows necessary to provide for preservation of wildlife, fish, scenic, aesthetic, and other environ- mental and navigational values [RCW 90.54.020(3)(a), 1971]. The state!{ may also establish minimum water flows or levels for streams, lakes, or other public waters for the purposes of protecting fish, game, birds, or i other wildlife resources, or recreational or aesthetic values, and water .. quality under the Minimum Water Flows and Levels Act [RCW 90.22.010, 19691. Under provisions of the State Fisheries Code, the Department of A Ecology may deny or otherwise limit water right permits if, in the opinion of the director of Game or the director of Fisheries, such a ' permit might adversely affect the ability of a stream to adequately support game or food fish populations [RCW 75.20.050, 1949]. The d kd? Skokomish-Dosewallips program is authorized by Chapter 90.54 RCW and supported by chapters 90.22 and 75.20 RCW. The base or minimum flows proposed in this program are referred to by the generic term "instream flows." Public Participation Public participation in this program is intended to comply with the state _ Administrative Procedures Act (Chapter 34.04 RCW), the Water Resources - Act of 1971 (Chapter 90.54 RCW), and the Minimum Water Flows and Levels pp 3 u Act (Chapter 90.22 RCW).;;. r <a,. i Public meetings were held in Hoodsport on May 23, 1984 and in Brinnon on _ °t March 7 and April 18, 1985 during the development of the proposed pro _ gram. WDOE has also been in frequent contact with interested indivi- duals, groups, and agencies during program development. Distribution of this document initiates official public review of the Instream Resources Protection Program for the Skokomish-Dosewallips Water Resource Inventory Area (WRIA) 16, All interested individuals, private groups, and public _ agencies are encouraged to comment on any aspect of the recommended mea- sures for streams and lakes in the Skokomish-Dosewallips WRIA. Public comments will be accepted during two public hearing scheduled as follows: County Place Time Date F ? Mason Hoodsport 7:00 p.m. July 11, 1985 _ i Jefferson Brinnon 2:00 p.m. July 11, 1985 i U Written comments and oral testimony will be fully considered in prepara- tion of the final proposed administrative rules if received by the department by August 2, 1985. Formal adoption of the proposed rules will w - be considered in an adoption proceeding at the Department of Ecology, Air and Land Offices conference room, Rowesix, 4224 Sixth Avenue S.E., Lacey, W F.'fr r }'c 5] Washington, on September 27, 1985. 1 ? d ? Jh I._ BASIN DESCRIPTION Physical Characteristics { The Skokomish-Dosewallips Water Resource Inventory Area (WRIA 16) is located on the eastern flank of the Olympic Mountains. This WRIA covers an area of ab t 660 x+' .? `rsk ou square miles. Streams have their headwaters in the mountains in the western part of the WRIA d fl an ow generally easterly into Hood Canal T th q . o e north is the Quilcene River basin and to the # " f south are the drainages of the Kennedy-Goldsborough Water Resource Inven- r - tory Area and tributaries of the Chehalis River. Topography of the Skokomish-Dosewallips WRIA ranges from the c - d " : - raggy snow cappe peaks of the Olympic Mountains to the estuaries of Hood Canal. Except in estu- aries, Hood Canal beaches are typically narrow and steep, dropping off rapidly to the depths of the Canal only a snort distance offshore. The beaches are usually submerged at high tide. , Geologic formation of the Olympic Mountains, like the more extensive q' ; Cascade Mountains to the east, occurred from uplifting during the late ?? Pliocene Epoch of the Cenozoic Era, three million years ago. The highest f X peak in WRIA 16 is 7,788 foot Mt. Deception. A downwarp between the Olympics and Cascades formed the Puget Sound trough. Glaciers origi- nating in Canada intruded into Puget Sound several times during the Pleistocene I A f ce ge o the Quaternary Period. The foothills of the Olympic Mountains mark the western boundar f y o recent continental glacia- tion. Igneous rock d l u un er ays m ch of the lowland near Hood Canal with older, consolidated sedimentary rock occurring in the Olympics. Soils in WRIA 16 generally have a high erosion potential that is related to slope and is influenced b human ti i - >" y ac v ty. High water tables and compact subsoils are common. Soils on forest slopes are thin. Valley _ bottom soils are rich and silty and support agricultural activities in - "^4 - the lower reaches of the four major rivers of WRIA 16. The weather of WRIA 16 is primarily affected by wind direction terrain , , and the location of high and low pressure centers over the North Pacific Ocean. The overall result is a temperate, west coast marine climate tha t generally yields wet winters and relatively dry summers. Temperatures ° a average 40 F during the winter and 65aF during the summer. Moisture-laden clouds coming off the Pacific Ocean precipitate as they are lifted over the Olympic Mountains producing a rain shadow on the lee (east) side of the mountains. The climate generally becomes dryer as one moves north along Hood Canal. Local precipitation quantities are greatly influenced by local topograhic characteristics. Precipitation ranges from 60 inches per year along Hood Canal to over 120 inches per year at 7,19 foot Mt. Anderson on the headwaters of the Dosewallips River. Population The Hood Canal arcs is sparsely populated compared to the densely urbanized central Puget Sound basin. In 1980, the total population in -6- + 4 + rr 5 ?, ? ' r y ' i m 1' ? d + f r { NNy . ' S 1 ? ' r^ ;c a 1 ? - tins: t , 9 020.1 Although the land area in WRIA 16 is evenly split WRIA 16 was 3 , between Jefferson and Mason counties, 84 percent of the 1980 population resided in Mason County. Growth in both counties is expecte2d to continue through the 1980's at between 1.7 and 3.0 percent per year. a. - )l Land Use and Economy Sixty percent of the 660 square miles of the land area in WRIA 16 is i 1 located within Olympic National Park and Olympic National Forest. The n' remaining 40 percent (about 270 square miles) is state and privately owned. Land within Olympic National Park is used for recreation, scientific - %: research, and preservation of natural ecosystems. Numerous trails wander through river valleys, to the jagged peaks, and through the divides of - the Olympic Mountains. Scenic vistas and snow-capped peaks are found A,-; throughout the higher altitudes of WRIA 16. The primary access points administered by the National Park Service are located at the Dosewallips Campground on the Dosewallips River and the Staircase Campground located _ on the northern end of Lake Cushman. Trails start at the end of many of the roads that follow the streams towards the interior Olympics, leading to alpine lakes and climbing locations such as The Brothers and Mt. Constance. Table one on page 23 lists public water-oriented recreation sites in the Skokomish-Dosewallips basin. The Olympic National Forest is managed for multiple use of natural resources; the principle uses being timber, recreation, wildlife, and water (including fisheries). Within WRIA 16, timber management activi- ties have been most intensive in the more accessible areas, with major harvesting taking place during the 1930s and through the mid-1970x. With the depressed timber market of recent years, many timber sales sold on the Hoodsport District (which comprises the bulk of National Forest lands within WRIA 16) have been uncut, particularly in the Cabin and Jefferson '; rS Creek drainages. The current annual allowable cut is 22 million board feet and administrators anticipate that amount to decline. Recreational and wildlife use consists of camping, fishing, hiking, hunting, and h" F wildlife viewing, as well as scenic and aesthetic enjoyment. Four new wilderness areas were designated in 1984 within WRIA 16 and they are: The Brothers, Buckhorn, Mt. Skokomish, and Wonder Mountain. { - Most of the approximately 20,000 acres of state-owned lands are managed ' - by the Department of Natural Resources (DNR). Their management focus is on timber production. Annual harvest volume is usually around five million ,?s,y1C 1 Lawrence Weisser; Washington State Office of Financial Management; personal correspondence, 1984. 2 Dave Goldsmith, Planning Department, Jefferson County; personal correspondence. Rachel Carson; Planning Department, Mason County; personal correspondence, 1984. 3 John Perkins; USDA Forest Service, Olympic National Forest, loodsport Ranger District; personal correspondence; March 12, 1985. - 7 - p 4 1 ,4y Y 3i board feet. There are two tideland leases for oyster farming: one at h: the mouth of the Hama llama River and one at the mouth of the Duckabush River. One surface mining permit exists in the basin and it i4s for sand iand gravel excavation near the mouth of the Hamma }[amnia River. d Land development along the upper stretches of the rivers is limited due to steep terrain and federal ownership. The southeastern shore of Lake Cushman, on the North Fork of the Skokomish River, is lined with retire- ment and vacation homes, and several lodges. Privately-owned homes and resorts are also found along the lower reaches of the Dosewallips and A Duckabush rivers, and along much of Hood Canal's shores. Access to these a numerous homes is provided by Highway 101, which runs the length of the } 'a , and by various state, county, and Forest Service roads that lead WRIA into the Olympic Mountains. d The Washington State Parks and Recreation Commission operates four parks dAl., within WRIA 16: Potlatch State Park (near the small community of ` -# Potlatch on southern Hood Canal), Lake Cushman State Park (on Lake " Cushman's east shore), Dosewallips State Park (just south of Brinnon on northern Hood Canal) and Pleasant Harbor State Park (a boat access only park about two miles south of Brinnon). These parks receive heavy summertime visitation, but receive much lighter use during the winter. _ The Hama Hama Gravel Company, near the mouth of the Hamma Hamma River, owns several hundred acres. In addition to the gravel mining operation, the company manages forested acreage for timber production and owns I XT y several tidal flats which are used to produce oysters. q&4 The 4,987 acre Skokomish Indian Reservation borders much of Annas Bay at t the mouth of the Skokomish River and is the only Indian Reservation with- c-, in WRIA 16. Fishing is the primary commercial activity on the a? t Reservation, while a lesser emphasis is placed on tribal enterprises such as the small store at Potlatch. 4 a Small landholders within WRIA 16 are engaged in numerous small-scale activities: Christmas tree farming, shellfishing, recreational parks, wvj Aj. - and services. v w Figure two depicts genera]. land ownership within the WRIA. 5 Major economic activities include harvesting the substantial stands of ? timber on the eastern slopes of the Olympics and servicing the many s J ??I tourists and recreationists that frequent WRIA 16. However, both these f L?? industries are subject to both seasonal and periodic market fluctuations. L The timber industry is particularly sensitive to national and world-wide J?= demand for forest products, interest rates, and housing starts; all ?`r391 factors beyond local control. Ana;; 4 Herb Cargill; Washington State Department of Natural Resources, Hoodsport Manager; personal correspondence, April 21 1985. - 8 v d F It .i3 MT, SKOKOMISH WILDERNESS WONDER MTN. WILDERNESS SKOKOMISH ' INDIAN RESERVATION 9 Figure 2 GENERALIZED LAND OWNERSHIP BUCKHORN WILDERNESS . THE BROTHERS WILDERNESS 9KOKONSH'DOSEWALLIPS RIVER BASIN WSM& Is Designated In 1984 Wlldernett Olympic National Forest Q State and Private Lands 551 `, ftfi?'. tr a t °? k'tAt ?'Y. y '.Sa ?Yt f ?r 1 I: ;sF' 9 p Hood Canal is well known for its production of market and seed oysters. •+ Commercial fishing and shellfish production are prominent water-dependent activities in WRIA 16. The economies of the Hood Canal Indian tribes and commercial and recreational fishing are all dependent on the abundant fisheries of Hood Canal. A dt Related Land and Water Resource Plans. A recently completed plan of significant import to WRIA 16 is the Hoods ,gip Canal Regional Planning Policy. In March 1984, in a letter from then Governor Spellman, the Washington State Ecological Commission was directed to. prepare a regional planning policy for Hood Canal. The commission subsequently adopted a set of recommendations, including the following < policy statement: "Since the Hood Canal area is one of unique values and resources of statewide significance, it is the policy of the state to• ensure that all actions and programs affecting Hood Canal are evaluated ' for their impacts on environmental quality, and that decisions be made _ giving the protection and enhancement of the environment the highest priority." =^ly;, k - Due to the landownership patterns of WRIA 16, many governmental agencies and other entities have developed plans affecting the Skokomish-Dosewallips area, including: Canal Front Land Management Plan. 1979. USDA Forest Service. 1 Comprehensive Plan of Mason County. 1970. Consulting Services - Corporation. Comprehensive Water and Sewer Plan and Water Pollution Control and;,.. Abatement Plan. 1971. Mason County, WA. Hood Canal, Priorities for Tomorrow. 1974. USDI Fish and Wildlife r Service. q Hood Canal Regional Planning Policy. 1984. Washington State Ecological ., Commission. Jefferson County Comprehensive Plan. 1979. Jefferson County r='a' Planning Department. Puget Sound and Adiacent Waters. 1970. Puget Sound Task Force Pacific Northwest River Basins Commission. - Shoreline Management Master Program for Jefferson County and Port Townsend, Washington. 1975. Jefferson County, Washington. Shoreline Master Program for Mason County. 1975. Mason County, Washington. Strategic Plan: A Comprehensive Framework for the Management of Washington's Wildlife and Came Fish Resources Until 1995. 1981. Final Draft. Washington Department of Game. Washington Statewide Outdoor Recreation Plan 1979. Olympia, WA. Interagency Committee for Outdoor Recreation. 1979. - 10 - tl5 11 , I t ?Y ?} ?? A ', ?L? . 'C tlJ f t r i ' r t I ? ' t l ? Y _ - t trt t r ?1 ?- i H ?, 1 y , S ? 4d M1 k ?' d ?y i? 1 ? 4 ' ' i`5#&VeStif1''^n WATER RESOURCES Surface Water ? F Streams within WRIA 16 originate on the Olympic Peninsula and flow ?q eastward to Hood Canal. The four principal river systems in the basin are the Skokomish, Hamma Hamma, Duckabush, and Dosewallips Rivers. All .. of their headwaters originate in the rugged, forested areas of the ,,i . VF Olympic National Park and Olympic National Forest. Numerous smaller independent streams between the major river systems drain the lower foot- hills of the Olympic Mountains. There are 557 identified streams pro- viding over 825 linear miles of rivers, tributaries, and independent streams in this drainage basin. Steep, rugged terrain predominates throughout most of these watersheds with the exception of the lower Skokomish River which passes. through a broad floodplain. The other three major streams have much smaller, lower river flood plain zones. Stream gradient in both the large and small watersheds is relatively steep, '° except as noted above. The Skokomish River enters the southern-most point of Hood Canal. It is comprised of 9.0 miles of mainstem, 33.3 miles in the North Fork, and .; 27.5 miles in the South Fork. Tributary streams total 270 miles with Vance Creek (11.0 miles) being the largest and most important. Othe r important tributaries include Purdy Creek on the mainstem, Brown Creek and LeBar Creek on the South Fork, and McTaggart Creek on the North Fork. . Both forks head in the high, rugged, mountainous areas of Olympic i National Park and Olympic National Forest. The heavily timbered area of the uppermost watershed gives way downstream to areas where extensive _ - logging has taken place over many years. Much of this area has been reforested and supports young stands of coniferous timber. Both major forks of the Skokomish River have upper basins bounded on the down- _ stream end by deep, steep-walled canyons. Two hydroelectric dam projects are operated by Tacoma City Light in the canyon on the North Fork. The Upper dam forms Lake Cushman, which covers just over 4,000 acres. The active storage capacity of the Cushman reservoir is 453,300 acre feet. .3 v Lower Cushman Dam impounds 70 acres to form Lake Kokanee, with a capacity of 8,000 acre feet. A major portion of the flow from the North Fork of the Skokomish (up to 1,000 cubic feet per second) is diverted from the is lower dam through a tunnel to generators located at Potlatch, ultimately - discharging directly into Hood Canal. The average discharge of the North y- ' Fork below the Cushman project at USGS Station No. 12-0595-00 is 115 cfs, with the minimum recorded discharge being 1.3 cfs and the maximum being 7,740 cfs. Upper McTaggari Creek (a North Fork Skokomish tributary) can be diverted into the Cushman project for hydroelectric generation under a r ,r water right. The South Fork of the Skokomish has not been impacted to the degree to North Fork has. Most activity has been of a farming or forestry nature although in the past there have been hydropower proposals for the South Fork and Vance Creek (a large tributary). The average discharge for the South Fork at USGS Station No. 12-0605-00 is 732 cfs. The maximum recorded instantaneous discharge on the South Fork is 21,600 cfa and the minimum is 62 cfa. ????'? Iapr1 y r tl i 1 { ? V .t r ? ,? 4?si t SuYN ,V' ? ) d r{ g 3 r The average discharge of the Skokomish River at USGS gage 12-0615-00 is 1,208 cfs, with the maximum instantaneous discharge of record being 27,000 cfs and the minimum instantaneous discharge of record being 125 cfs Stream gradient, in general, is steep in the uppermost parts of the watershed, becoming moderate in the upper basin, increasing again in the ',. canyon areas, and returning to a moderate to shallow grade in the lower - valley. The stream has formed an extensive estuary (roughly four square r miles) that is rich in wildlife and shellfish. Some agricultural _ activity also occurs in parts of the delta. Proceeding northward along Hood Canal, a number of small independent drainages flow from the Olympic Mountains' foothills. The most signifi- cant of these streams are: Hill Creek, Finch Creek, Miller Creek, Sund Creek, Little Lilliwaup Creek, Lilliwaup Creek, Eagle Creek, and Jorsted Creek. All. except Lilliwaup Creek have sections of. steep gradient in their upper reaches, but become moderate in gradient in their very lower reaches as they approach Hood Canal. These streams provide some very high quality salmon spawning areas, particularly for chum salmon. With the exception of Lilliwaup Creek, which drains a swampy plateau area, the ' streams flow through narrow valleys covered with dense second-growth timber. Additionally, all are short in length with Lilliwaup Creek being the longest with 6.9 miles of mainstem and 6.2 miles of tributaries. A small, privately-owned hydroelectric power facility exists at the falls on Lilliwaup Creek at approximately river mile O.S. Because these streams are principally rainfall fed, their flows become very low during the summer. Smaller, independent creeks may dry up during this period. Midway along the west shore of Hood Canal is the Hamma Hamma River drain- age. This system has only 17.8 miles of mainstem, but has extensive tri- butaries totalling 74.1 miles. With its headwaters high in the Olympics, the llama Hamma is similar to other streams of this area with steep gra- dients in its upper reaches. One major waterfall and a long series of cascades in a steep canyon 2.5 miles above the mouth form a block to anadromous fish migration. Stream gradient below this point is shallow to moderate. This area includes some extremely productive salmon spawning habitat. Major tributaries include Jefferson, Washington, Cabin, and John creeks of which only John Creek is accessible to salmon migration. Hydroelectric projects are proposed on the mainstem of the Hamma Hamma River as well as on Cabin, Jefferson, and Lena creeks. Several alpine lakes, including Mildred Lake, Upper and Lower Lena Lake, are found in the highest reaches of the Hamma Hamma River basin. Coniferous forests predominate, although extensive logging has been done in portions of the drainage. The average discharge of the Hamma Hamma River at its month is 364 cfs (l1SGS gaging station 12-055-00). The maximum discharge for the llama Hamma is 4,500 cfs and the minimum is 30 cfs. - 12 - 9w S:` t; r J I i . T ` • l , 77 - ------------- y? ?'i Y- ? ilp t Waketickeh, Schaerer, Fulton, and McDonald creeks are the largest of several small independent drainages north of the Hamma Hamma. Watershed cover, stream gradient, population density, and general features are very n similar to those of the small drainages south of the Hamma Hamma River. + Fulton, McDonald, and Schaerer creeks provide excellent habitat for coho and chum salmon. An impassable barrier exists at about river mile 0.4 on x Waketickeh Creek, restricting fish access, but coho and chum use the tea, creek below this point. The headwaters of the Duckabush River are deep in the interior Olympics _ -" of Olympic National Park and The Brothers Wilderness Area. The river " flows through a deep valley throughout its 24.1 mile length. Its _ 7t * numerous tributaries, all of which are relatively short with steep v .. - a.. , - $ E gradients, total 34.2 stream miles. Stream gradient is also generally d t f c " ' mo era e steep. on the mainstem Duckabush with interspersed sections o - slope. Several falls and numerous cascades present impassable barriers to anadromous fish at about river mile seven. The average discharge of ?,. h the Duckabush River at its mouth is 416 cfs., with the maximum discharge .; _ kM at USGS gaging station 12-0540-00 being 4,990 efs and the minimum at ?" 46 cfs. The mountainous terrain of the upper Duckabush basin remains in a near ' A virginal state with little logging and only seasonal recreational use. Stands of coniferous forest predominate. A number of homes are located -.?. along the lower four miles of the stream and during recent years recrea- 's mouth i h . e r ver tional homesite development has sharply increased near t Two small independent drainages, Pierce Creek and Walker Creek, i. d, immediately north of the mouth of the Duckabush River, support runs of _ - coho and chum. These streams drain short, wooded, uninhabited valleys - to their confluence with the Duckabush River estuary. t; The Dosewallips River is the largest drainage entering the northern area , > of Hood Canal with 28.3 mainstem stream miles and 104.5 miles of tribu- 7 taries. The Dosewallips has two major forks within the National Park. The west fork is 6.7 miles in length. The mainstem is 10.7 miles long from the junction with the West Fork to its headwaters. The Dosewallips originates from Eel glacier on Mt. Anderson in the Olympic National Park. in has some lo t i l F l N ' { g gg ores , at ona ympic Downstream from this, in the O been done, particularly in watersheds of tributary streams. Coniferous ' ' forests are the primary vegetation for this largely undisturbed system. Along the lower five miles, below the National Forest boundary, a number . The stream follows a b d th i ll f T; • or er e r ver arms of rural homes and sma deep, steep-walled valley throughout most of its length and only broadens ? j, ,- near the mouth near the community of Brinnon. Tributary streams are ,a ..r•r? ?`• 1 F generally small. The only major tributary is Rocky Brook Creek at river a " mile 3.6. The Brinnon Flats (or Dosewallips Flats), a broad delta at the mouth of the river, is rich in shellfish and aquatic life. - 13 - NOW NBC r ? ?ri2 ? - a o k??? ? p i a? b . T ` The average discharge (measured at US GS gaging station 12-0530-00) of the Dosewallips River at its mouth is 446 cfs, the maximum discharge is - •"? 5,510 cfs, and the minimum discharge is 67 cfs. Hydrographs for larger WRIA 16 streams are located in Appendix B. ?F s Ground Water t _ Ground water availability in WRIA 16 varies among the mountainous regions in the Olympics and the northern and southern lowlands along Hood Canal. 1.. - -.? The mountainous areas in the Olympic National. Park and Olympic National ; Forest consist principally of consolidated materials. In this area, - - ground water yields of 10 gallons per minute (GPM) or less can be expected. g , In the northern lowlands, the most productive aquifers are in coarse - Quaternary deposits of fluvial or glacial origin. Where these are absent, f ground water is obtainable from older unconsolidated materials, which usually yield 10 GPM or less to wells. In the southern lowlands, thick layers of recessional outwash, composed d of sand, gravel, silt, and clay, cover many of the valley floors. Recent ?.r alluvium occurs primarily in the Skokomish floodplain. This consists primarily of fine sand and silt with minor amounts of clay and peat. ?. ? , With thicknesses of up to 100 feet, the alluvium is saturated to about °'er' `d4 f sfi river level. Quaternary sediments crop out on some of the slopes adjacent to the more deeply incised streams. Aquifers in the older Quaternary sediment are generally more productive. '. The major source of aquifer recharge in WRIA 16 comes from rainfall, averaging from 60 to 120 inches per year. Only a portion of this rain- ,.' fall actually ends up in the aquifers; some is lost to evapotranspiration, E _ - some to surface runoff, and some is retained as soil moisture. Replenish- ,.i ment of aquifers occurs during the months from November to April. The warmer ana drier summer months are a period of natural depletion for the aquifers. Ground water is discharged through springs or from wells. Almost all of the wells in WRIA 16 are for individual household or small community _ F uses, Some water is pumped for irrigation in the Skokomish Valley. In most places in the basin, the water table is within 50 feet of the land surface. Water levels in individual wells fluctuate both seasonally and from year to year, as well as in response to development. Water table levels in lowland places such as the Skokomish River are often within ten ???`}•? k feet of the land surface. Many 15-20 GPM wells serve small community domestic s st of th to fi l activities in h h C i - ?' y ems ree ommerc a ve omes eac . WRIA 16 that use ground water are oyster processing, wine production, e j 1 J gravel washing, livestock production, hay production, fish propagation, ?l and tree farming. Ground water quality data suggest that ground water in WRIA 16 is accept- i- y able for almost all purposes. However, excessive ground water pumping in y WRIA 16 could cause local, salt water intrusion, thus contaminating the {? r fresh water aquifers in the nearshore areas of the basin. r S !? e `,:?; at y; - 14 - 7 ?? ,?? rr 4r&'L:..9?GG?.?._.?, R„-. • . «??dy'15?k?d .,4, _?? ?- "_5$a ?' ,?,,"dCn'xY`i?t ?ff:., ? ..._ ? '? , Water Quality All of the streams of WRIA 16 have been classified as "A.A-Extraordinary" ' • by the State of Washington. Water quality in the upper reaches of WRIA 16 streams is particularly good since the streams originate in essentially unsettled country. Downstream, siltation of streams can be accentuated temporarily following road building and logging operations - that remove the forest cover. '. Rivers and streams in the region are increasingly susceptible to pollution from development and recreational use in the watershed. Shellfish production in intertidal zones is especially sensitive to . w waterborne pollutants. The potential for ground water pollution depends i upon waste disposal and other land use practices, the depth of the - aquifers and their protection from surface contamination by an overlaying .. a. * ., impervious layer. . `wf Surface water quality in Hood Canal is satisfactory enough in most places -_....z-' to maintain fish and shellfish resources and to permit water-contact -' r activities. However, very few areas are suitable for the septic tank dis osal s stems found alon the C n l S ti t k f il d e t p y g a a . ep c an a ures u o poor siting, construction, or maintenance can impact local water quality and ;.-'- create a health threat. . - Throughout WRIA 16, local water pollution problems may also result from - industrial wastes, storm runoff, livestock, logging, and land development. One of the important objectives in establishing minimum flows on a stream is to protect water quality. `4, WATER USES G? - Instream Uses - Fisheries Chinook, chum, coho, and pink salmon utilize the estuaries, streams, and rm;, rivers of WRIA 16 (see Figure four for timing of freshwater life phases). A few sockeye salmon are observed incidentally in the basin. There are a - approximately 70 miles of available rivers, tributaries, and independent streams for anadromous species migration, spawning, and rearing. The ' Washington Department of Fisheries operates two salmon hatcheries within WRIA 16: the George Adams Hatchery along Purdy Creek on the lower Skoko- 3 mish River and the Hood Canal Hatchery on Finch Creek at Hoodsport. The ' Skokomish Indian Tribe operates a salmon hatchery on Enetai Creek, just north of the mouth of the Skokomish River of Annas Bay. Salmon produced and reared in the Skokomish-Dosewallips basin contribute ' to sport and commercial fisheries in Hood Canal, Puget Sound, the Strait .; 1 t of Juan de Fuca and the Pacific Ocean, as well as Canadian waters. Wash- ?• ington Department of Fisheries estimates total annual contribution for r r' " ,v ,-,sM?, all salmon species from these various fisheries has ranged in recent {Sr.tf:., `,.'y? - 15 - ?i ?r C r ! 146 11 i' r 1 1'~t r r } r r 6 771, w? s s+ ..G? car y July with most fry rearing for about three months. Major out-migration of juveniles occurs from mid-March until mid-July. A minor portion of the juveniles are known to remain for longer periods, _ Spring chinook adults start their upstream migration in mid-May and com- plete it in mid to late August. Spawning occurs from mid-July through mid-to-late September. Intergravel development of the fry starts in mid-August and ends in mid-January. The spring chinook juveniles rear in the rivers for one to two years. The majority of juvenile out-migration occurs from mid-March through mid-July. 5 Dale Ward; Washington Department of Fisheries; Personal Correspondence. June 4, 1985. - 16 - w.w years from around 100,000 fish to over 350,000.5 Office report 74-B, WRIA 16 Fisheries Flows and H dro ra h Derivations: Skokomish-Dosewallips Basin, WRIA 16 summarizes species occurrence in the various streams (see bibliography). d 4. Chinook Salmon (Oncorhunchus tschawutscha). The largest of all salmon species, chinook salmon generally utilize the four larger rivers of this basin in preference to the smaller drainages. These fish require greater flows and depths than those normally occurring in the smaller streams. Aye Fall chinook comprise the major portion of the runs; however,a few distinct summer or spring chinook races are in the Skokomish, Duckabush, and Dosewallips rivers. A unique occurrence of land-locked chinook, which were trapped when the dam was built, run in the North Fork of the Skokomish upstream from Lake Cushman. x ?- Fall chinook inhabit all the river sections throughout the accessible lengths of each of the four major rivers and their main tributaries in the Hood Canal basin. Fall chinook use of the independent streams is low due to. very low natural flows during normal chinook migration and spawn- ing periods. Fall chinook have been counted in these streams: Purdy' Creek, Hunter Creek, Vance Creek, Lebar Creek, Lilliwaup Creek, Eagle Creek, John Creek, Fulton Creek, Rocky Brook Creek, and one unnamed creek z` (WDF #0355). Juvenile chinook rear in all the accessible stretches of - these rivers and the tributary streams inhabited by the adult spawners. The spawning migration of fall chinook generally begins in mid-July and terminates by the end of October, with the peak of the upstream movement occurring about the last week of September (Figure three). Spawning commences in these rivers in late August and is normally completed throughout the basin by mid-November. The timing of the fall chinook `f spawning migration in the Hamma Hamma River usually lags behind that of e the other rivers in this basin by approximately two weeks. Intcrgravel development of the fry starts in late August and is normally ? completed early in February and emergence from the gravel follows closely thereafter. Juvenile rearing goes from the beginning of January through rx.??n 1 o-? .AEI i 1 2, FRESH-WATER MONTH -JI SPECIES LIFE PHASE J F M A M J J A S O N D Spring Upatram migration Chinook Spawning Intragrowl develop. Juvenile rearing Juv. out migration Summer-Fell Upetream migration Chinook Spawning Intragrawl dewlap. Juvenile rearing Juv. out migration Coho Upstream migration Spawning Intregrewl develop, Juvenile rearing Juv, out migration Pink Uprtraam migration Spawning Intragrawl develop. Juvenile rearing Juv. out migration Chum Upatram migration Spawning Intragravel develop. Juvenile raring Juv, out migration Summer Upstream migration Staethead Spawning Intregrawl develop, Juvmlle raring u Juv, out migration Winter Uprtram migration StaNhead Spawning Intngrawl develop. Juvenile raring ]/ Juv, out migration Sarun l)ppatraam migration Cutthroat Spawning Intragnvol develop. Juvenile raring tI Juv. out migration lolly Varden Upatram migration Spawning Intngrawl develop. Juvenile sing Juv. out migration 11 Include early or lots downatram juvenile migration. 17 344 r k F ly ? .- ? e wean - a. k I, ((( ? '?-""'°'? ?f? ' ...""°i1^°'^id Rai! t?• .._ .. - _iav'?Lss.?.•+I.w'._ h,. ?4PL .]" L •km" - r.a..'? f .f. t - Chum Salmon (Oncorhgnchus keta). The four major rivers and their forks in the H d C A,?J • oo anal basin contain significant runs of chum salmon. This ,.,? jf. species also inhabits the river mouth sloughs as well as all the acces- i s ble portions of the small independent streams in this area. The Skokomish-Dosewal li s B i T p as n echnical Document Supplement, Office Report 74-B lists s eci $ ' , p es occurrence in these streams. There are two distinct runs of chum salmon that return to the four maj ?yy or rivers; one early and one late. The small independent streams usually contain late-run spawners. The upstream migration for chum starts in early August and '. goes until the end of December with early-run fish entering the rive i rs n August and early September and the late run going from the first we k i 2 'y p e n November through mid-December. Spawning for the early run takes plac f . e rom mid-September to the end of October and for the late spawners from around the fir t _ s week of November to the end of February. Intergravel development extends from mid-September throu h th NA „y g e end of May and fry rearing starts in late January and is completed by mid-June O . ut-migration of juveniles happens in the same time frame as reari ng. Because chum do not rear in fresh water year-round, they are ca able of til , p u izing very small streams that do not flow year-round. ? - >' Co ho Salmon (Oncorhynchus kisutch). All rivers and streams in the Hood r Canal basin can be inhabited by coho salmon throughout their accessible lengths. Spawning occurs in every stream where suitable conditions prevail, including many sections along the fringes and side channels of the mainstem rivers. Streams of particular importance for coho produc- L tion are Vance Creek and McTaggart Creek on the Skokomish River and the , independent drainages of Eagle and Fulton creeks. All other river tribu- taries and independent streams in this basin are short with moderate , production value for coho. Collectively they provide significant contri- buti ons to the coho fishery, -0? The adult coho return to the rivers in this basin starting in early Au ust d g an extending into January. Upstream migration for the smaller g < independent streams commences after the fall rains in mid-October. Spawnin occu b , g rs etween October 1 and February 1 intergravel development from Octob I er but ending in mid-May. Rearing occurs throughout the year, with the juveniles usually remaining in the systems for more than a year, migrating seaward in the spring of their second year. Coho juvenile out-migration starts in February and ends in mid-July with , most out-migration occurring from late February to mid-April . ' Juvenile coho rear throughout the accessible areas of all basin streams ! as well as in the mainstem rivers. Spatial pressures can force large numbers of th i ia 4S ese mmature fish to move out from fresh water habitat in their first year to rear in estuaries along the Canal. '`c !)? Pink Salmon (Oncorhgnchus gorbuscha). Odd-numbered year rune of pink salmon are a -predomi a t ?.. n n species in the Dosewallips, Duckabush, and Hamma Ham i i } L ma r vers and their tributaries, while the Skokomish and their tribu- 5? taries support a run of only a few hundred fish. Outside of these rivers, pinks have l b on y een counted in Little Lilliwaup and Lilliwaup creeks. a >, „M1 1,? - 18 - Vw'; Aas+lm ?h r I 14 1 ' ? t ? s n ? ?, '"? y 1 ' ? I tl ,? btu.-`? C ? ? t L Y f 5 N • l { tt i5 U 5 i ? ? ? me , • ' 1 ?. atu ..? 59 ls . ? _ ?y;. n _'1?...,8 i? ` ., fi ._. , ... 4 a, ? A d1}" S by ' a , r i Adult pink salmon enter the basin drainages in mid-July with the run ? _ •v "? #. continuing until mid-October. Spawning occurs in all of September and October. These runs of pinks are mainstem spawners with few of the tributaries providing adequate spawning flows and habitat. ntergravel I d l eve opment takes place from the first of September until mid-April. Juvenile rearing occurs from March through most of June, with out- migration occurring during the same tim Th f e. e quality of the estuaries and waters of Hood Canal is a major factor in the survival and successful s rearing of pink fry from these streams. - Sockeye (Oncorhynchus nerka). A few, incidental sockeye salmon have • been counted within the basin and the run timing appears to coincide with that of the pink run. ,5??! _ Shellfish. Commercial shellfish production areas line the west shore of - - f Hood Canal. For the entire basin, 1983 production of shellfish totalled 160,000 pounds of oysters, 11,000 pounds each of sea cucumbers and - ' shrimp, 350 pounds of clams, and 200 pounds of crab. Production for 1984 , ., was: 128,250 pounds of oysters; 15,000 pounds of shrimp; 291 pounds of l d - 6 c ams, an no sea cucumbers or crab. The data for 1984 are preliminary. - Shellfish production is dependent on high quality water, which is related _ toinlet flushing rates. A substantial portion of the flushing of the -n inlets is due to stream flow. Because of this flushing action, stream ` ? flow is important for good shellfish production. Shell fishing by recrea- tionists is one of the ri ? p me attracting factors in the basin and thus is important to the area's economy. ,. I.-. Game Fish } According to Washington Department of Game (WDG) personnel, most of the perennial streams in WRIA716 can be utilized by steelhead, cutthroat and > a , Dolly Varden/bull trout. Excellent sport fishing opoortunities are - r available in the larger streams and the high lakes. . 9 Er Anadromous Trout - Steelhead (Salmo oardneri) and cutthroat (Salmo clarki) } weA q ?. J, trout spawn in flowing water over gravel during winter and spring. .j Cutthroat generally spawn in smaller streams that are not heavily used bysteelhead. Dolly Varden and bull trout spawn during fall and require y spawning habitat similar to that of steelhead. Once the fish have - spawned, incubating eggs require a continuous flow of oxygen bearing ' I 1 water through the gravel. steelhead incubation is generally completed by th d f «r: 5 ; e en o June, although some steelhead spawning may continue into July. 'I- 6 Dale Ward; Washington Department of Fisheries; Personal Correspondence. March 15, 1985. ? " 7 These two species were both called Dolly Varden until 1978 when r9 r- ' ; pf ? their differences were recognized. Both species occur in Hood Canal k i streams, but both are uncommon with localized areas of abundance, f :qt `1 such as the Skokomish River. Dolly Varden (Salvelinus malma) r 1 r Z ti , bull trout (Salvelinus confluentus). - 19 - ? 1 F } f ? a x1)?% 1 • g IP b I w 1 y? l (I t y I ? l4yu M1eYfF! ? ? l ?, I IG'? ?"!?','ti•]hi 5 1 ,?? k J I ? r f Kv A ' I}g7p H() ? ? r I ! + ! J?1 R Y R"i '? / r ! 4 ? . I u? ? ,. f n ? w Y A f , e 4M ? ,I a I ? ? +? i I, tl I? t I d I ft c;Y m+ F k , t 7 1 Following emergence of steelhead fry from the gravel, they rear for two years (sometimes one or three years) in fresh water before smolting and migrating to sea in the spring. After two years at sea the large adults (3-35 lbs. for steelhead; 1-6 lbs, for cutthroat and Dolly Varden) return to spawn in their native streams. They may enter the streams at almost any season but peak migration of steelhead occurs in winter and summer. Peak migration of cutthroat and Dolly Varden/bull trout is in the late summer and fall. In some streams, low flows can restrict passage of adults. Resident Fish - Several varieties of resident fish are found throughout WRIA 16 and are a very important recreational resource. However, Jg resident trout are uncommon in waters that are accessible to anadromous --, trout. Higher productivity gives the anadromous trout a competitive - ' advantage over smaller resident trout. The most typical resident game - . fish I small streams above migration barriers is the native cutthroat e f trout. A few larger streams are inhabited by resident rainbow trout. -" As with steelhead and searun cutthroat, resident rainbow and cutthroat 51 ' trout do not overlap very much - one or the other will predominate. Resident rainb d ow an cutthroat trout spawn in the spring. In some cases they may migrate upstream or into tributaries to spawn, and incubation extends into the summer. Juvenile and adult resident trout are present all year. Large (15 lbs. or more) Dolly Varden and bull trout inhabit Lake Cushman. - - They spawn in the North Fork Skokomish River, near Staircase Rapids , during the fall. Olympic National Park regulations protect this popula- u tion from angling at their spawning grounds. ' Brook trout (Salvelinus fontinalis) have been introduced into some mountain lakes in I A 16. They also inhabit some of the streams flowing into and out of these lakes. Brook trout spawn in the fall. Kokanee, a land-locked sockeye salmon, inhabit Lake Cushman. Kokanee are fall spawners which require a lake for rearing. Non-game fish in WRIA 16 include: dace . . . . . . . . . . . . . ehinichth9s sp. sucker . . . . . . . . . . . , Catostomus sp. sculpin. . . . . . . . . . . . Cottus sp. _ shiners. RSChar19oniua baltentus 1 ; sticklebacks 0asterosteus aculeatus 7 f Wildlife r _ Habitats and species found within the Skokomish-Dosewallips River basin are typical of those of western Washington. Certain species, however, 8 Migration barriers are any waterfall or cascade high enough to block fish migrations, generally at least 12-15 feet for steelhead. -20- a % a. J f ? r E' .r r a{• q -craw ,p w?w a'-ra;^, M#fn ,?J;.N'k'a?..c?ii ? r I lv ? i f - i l rZ { _ y ' ' Z I f ? 1 1 .I ?S?F ?jf,1 5' , 11 I ? 1 141+ t1 Y? . Y .z a: have special water-related requirements (e.g. food chain links, habitat) and those only are considered in this plan. •,:; Bald eagles, a Threatened species, have been observed nesting in several `. a sites in WRIA 16. Moderate numbers of eagles (Haliaeetus leuocephalus) $` winter in the estuaries. A few osprey also nest in the Skokomish- Dosewallips basin. Osprey (Pandien haliaetus) and bald eagles are largely dependent upon salmon carcasses for food. The number of carcasses is ,;tl related to the size of salmon runs, which may in turn be affected by ,.? instream flows. • A salamander (Dicamptodom copei) is endemic to this basin and other areas of southwestern Washington. A sucker (Catostormus sp.), possibly unique to Puget Sound streams, occurs in the Skokomish River. Harbor seals f - (Phoca vitulina) inhabit Hood Canal and frequently haul-out on mudflats in estuaries. River otter (Lutra canadensis) inhabit many of WRIA 16's streams. Both river otter and harbor seals are dependent on fish and thus could be indirectly affected by minimum instream flows. •.' Other animal species of special importance which occur in the basin ?. include: fisher . . . . . . . . . . . . . . . . . Martes pennanti marten. . . . . . . Martes americans - .h•1 'whistling marmot. . . • . • . . . . Marmota olympus heather vole . . . . . . . . . . . . . . Phenacomys intermedius y, spotted owl . . . . . . . . . . . .Strix occidentalis Oreas angle wing butterfly. . . . . . . Polygonia oreas _ ,..,. hoary elfin butterfly . . . . . . . . . Incisalia polies American painted lady butterfly . . . . Cynthia virginiensis dwarf mistletoe hair-streak butterfly Mitoura johnsoni ,. Plant Life Plant species of special concern which occur in the basin include chain- , .. fern (Woodwardia fimbrinta), manzanita (Arctostaphylos x media), daisy (Erigeron flettii), lewisia (Lewisia co2umbiana var. rupicola), rockmat ' i (Potrophytum hendersoni), violet (Viola flettii), gnome-plant (Hemitomes r congestum), golden chinquapin (Chrysolepis chrysophylla), willow (Salix ` x - aretica), paintbrush (Castilleja parviflora var. olympica), elmera (Elmore racomosa var. racomosa), lousewort (Pedicu2aris bracteosa var. atrosanguinoa), harebell (Campanula piperi), douglasia (Douglasia p •M laevigata var. laevigata), sedge (Carex circinata), aster (Aster paucicapitatus), ground-clover (Orthocarpus imbricatus), grapefern n4 (Botrychium lanceolatum), wallflower (Erysimum arenicola var. arenicola), and wool -grass (Scirpus cyperinus var. brachypodus). Wool-grass is a plant which could be affected by changes in water level and flow. - 21 - r Y y.?n w? Recreation The mountains, trails, and streams in WRIA 16 provide significant recrea- tional opportunities. Its proximity to the urban areas of Puget Sound make it a favorite area for outdoor recreation. Hiking, camping, sight- seeing, fishing, boating, hunting, and picnicking are all very popular activities in WRIA 16. Many out-of-state visitors and Washington resi- dents alike come to the basin to enjoy the abundance of trails, streams lake and vistas. Accordingly, population fluctuates seasonally and is c0ncent rated along the banks of Hood Canal. Most recreation along Hood Canal is based upon water. Summer homes are found around the southeastern shore of Lake Cushman, along the Canal, and along the lower reaches of the Dosewallips and Duckabush Rivers. Recreational shell fishing (clamming, crabbing, shrimping) is an important attraction that lures many to the area. Shellfishing is popular for several reasons: there are several public beaches along the Canal, access is fairly easy, skills required are minimal, and it can be done in conjunc- tion with other recreation. Numerous federal, state, and county recreation sites exist in WRIA 16 (Table one delineates water-oriented recreation sites within the WRIA 16). The Olympic National Park, Olympic National Forest, and parts of four. Wilderness Areas occupy the western portion of the basin. The Staircase Recreational Area of Olympic National Park is located on the North Fork of the Skokomish, a short distance upstream from Lake Cushman. Another popular outdoor recreational site is Olympic National Forest's Brown Creek campground on the South Fork of the Skokomish River. The Dosewallips, Lake Cushman, Pleasant Harbor, and Potlatch State Parks, along Hood Canal, are administered by the State Parks and Recreation Commission. Numerous small., privately-owned parks can be found within the basin. Water-oriented recreation is important in this basin as shown in the Washington Statewide Outdoor Recreation Plan which shown that approxi- mately one-third of the population preferring to participate in fishing, swimming, boating, or visiting a beach. Percentages are 30.81 for Clallam and Jefferson counties, and 31.15 for Lewis, Mason, and Thurston counties. -22- r np 7h„ 4u?? W 'g r. B A v : a, r Wit i @ . ` F Table 1 WATER-ORIENTED RECREATION SITES IN WRIA 16 a Facility Agency Location Brown Creek Campground Cushman Boat Launch Forest Service City of Tacoma. South Fork Skokomish Hood Canal-Potlatc h .. ` Potlatch State Park Washington State Parks & Hood Canal-Potlatch Recreation Commission b; Lake Cushman State Park Washington State Parks & Lake Cushman -' •"' _ • Recreation Commission w Staircase Campground National Park Service Lake Cushman t- - Lilliwaup Campground Forest Service Lilliwaup Creek ., ?` ., Lena Creek Campground Forest Service Lena Creek - Hamma Hamma Campground Forest Service Hamma Hamma River ?' 7 Collins Campground Forest Service Duckabush River . 3 .S Y ' - I r Seal Rock Campground Forest Service Hood Canal-Brinnon . . 'e Pleasant Harbor Washington State Parks & Hood Canal- ? State Park Recreation Commission Black Point Dosewallips State Park Washington State Parks & Dosewallips River °? - Recreation Commission i - Elkhorn Campground Forest Service Dosewallips River + Dosewallips Campground National Park Service Dosewallips River `., Until July 1984, no designated Wilderness Areas existed within WRIA 16. However, with the passage of the Washington Wilderness Act of 1984, four Wilderness Areas have been established from National Forest lands that have portions within WRIA 16. These are: Buckhorn, Mt. Skokomish, The Brothers,. and Wonder Mountain (See Figure two). Water is the key factor to several outdoor activities popular in WRIA 16, such as boating and fishing, and a significant contributing factor to enjoyment for several others such as hiking, camping and sightseeing. The abundant recreational resources in WRIA 16 have the capacity to satisfy growing recreational needs for visitors and area residents, provided the resources are managed for public enjoyment. Aesthetic and Scenic Values WRIA 16 encompasses a very scenic sub-region. The expansive and varied beauty of Hood Canal is complemented by the lush vegetation, steep hillsides, and high ramparts of the Olympic Mountains. WRIA 16 provides 23 - qtr: } ?y •'-'i a stunning backdrop to Puget Sound for residents of Seattle and surround- " ing communities. The natural beauty of the landscape, the pristine con- ditions, and the variation in scenery found in the basin provide a magni- tude of aesthetic quality that is invaluable to the people of Washington. _ The splendor of blooming rhododendrons along a Dosewallips River cascade or the tumult of the rapids in the steep-walled canyons of the Skokomish ;F y# serve as vivid reminders of the quality of the riverine environment within _ a ' this area. Much of the recreational use in the area is tied to its gran- deur. Many fishermen, for example, prefer the solitude and beauty of streams along the east side of the Peninsula to more accessible, but - crowded streams in developed areas of Washington, particularly Puget Sound. _ 6 With the rush of water from mountain snowfields to Hood Canal being rela- tively short (about 34 miles maximum), and the elevation drop being up to 7,788 feet (Mt. Deception), it is little wonder the Skokomish-Dosewallips a WRIA has many waterfalls and cateracts. g? t The Dosewallips Falls is located three-fourths of a mile inside the National Park and 14.2 miles west from Highway 101 along the Dosewallips W't River road. This falls is 100 to 125 feet high. Hatana Falls is located where Hidden Creek drops into the Dosewallips 3 - 5 _ River 5.1 miles upstream from the Dosewallips Ranger Station. Also on a - Dosewallips tributary, Rocky Brook Falls is on Rocky Brook Creek about 100 yards north of the Dosewallips River Road and three miles west of Highway 101. This falls is 125 feet high. 5 The Lilliwaup Falls is located on Lilliwaup Creek about three-quarters of a mile upstream from Highway 101 at Lilliwaup. - The Hamma Hamma River has two falls: one at river mile 2.5 and one at , ' b . river mile 14.5. Both falls are accessible to the public. ?- _ l . - r Navigation - sS. Most boating in this WRIA is recreation-based (with the obvious exception {a y. of commercial fishing). Boating is common on }food Canal and Lake Cushman. However, except for the lower eight miles of the Skokomish River, most of the streams in WRIA 16 are generally too small for navigation by larger boats. Portions of the Skokomish, Hamma Hamma, n v Duckabush, and Dosewallips are used by kayakers, rafters, and other small craft. Most boating use occurs at the mouths of these rivers, at the mouths of Fulton and Lilliwaup Creeks, and where the North Fork of the r +? - Skokomish enters Lake Cushman. However, kayakers have "discovered" these a four major rivers and believe they have exceptional recreational and scenic values. Undoubtedly, kayaking and rafting on these streams will %? !' ?a grow in popularity. -24- :Y8 r Qty 5 Q 5 Y ? „ ?? 3; y? y A Water Resource Development a - Hydroelectric Power y s " MIA 16 is an attractive area for hydropower development due to the s, relatively large number of potential sites, high runoff, the rapid fall of streams from the mountains to Hood Canal, and the proximity to the urban power markets of Puget Sound. Hj ropower is the most significant - ' developmental use of water in WRIA 16. Additionally, a major power _ transmission line runs through WRIA 16 from north to south allowing easy ' access to the northwest power grid. Two hydroelectric developments have existed in the basin for some time (Lilliwau on Lilliwau C k d C h F' - p p ree an us man on the North Fork Skokomish s River); another project is under construction (Rocky Brook Falls); seven - more are under study or are awaiting approval from state and federal regulatory agencies. (See figure four for a map showing project locations.) ' Hydropower potential is great on the four larger rivers and their tributaries, as well. as on some of the independent streams. During 1984, ' there were no less than 30 hydroelectric projects under consideration , within WRIA 16. Recently, many projects have been dropped from ak ; consideration due to economic infeasibility, environmental problems, a weak market for new power sources in the Pacific Northwest, or a com- bination of these factors. As of January 1, 1985 there were ten "active" projects remaining within WRIA 16. Table two gives a summary of the status of each project. The Federal Energy Regulatory Commission (FERC) is the federal agenc res onsible for li i h d i y p cens ng y ropower projects. State and local permits; such as water rights, hydraulic project approvals and shoreline permits; are also required prior to construction of any :a ? ?. project. 10 For the purpose of this program, run-of-the-river hydroelectric projects are considered nonconsumptive with respect to the total discharge expected at the mouth of the stream; however, when hydro projects involve a bypassed reach or significant storage, they are considered consumptive for the affected reach. - 25 - iU Nei t xf 4 ..:r. L NAM t ? d {l Table 2 y Hydrop ower (FERC*) Projects Summary Project FERC No. Proponent FERC Status Cabin Creek. 6151 S.V. Hydrotech Inc. Exemption granted ,x Cushman Plant 460 Tacoma City Light Operating on annual license (NF Skokomish) Elkhorn 6002 Jefferson PUD #1 Preliminary permit granted _ +!- (Dosewallips) Hannan Hamma River 3178 Mason PUD #1 Application for major license I Jefferson Creek 5901 Mason PUB #1 Preliminary permit application ? ? d Jorsted Creek 7673 WP, .Inc.** Preliminary permit granted ' Lena Creek 5549 Hydro Resources Inc. Preliminary permit application Lena Creek 6287 Rainsong Inc. Minor license application - Lilliwaup Fails 3482 John Craft Operating under minor exemptio n Rocky Brook Falls 3783 Rocky Brook Exemption granted r ;- Electric (under construction) * Federal Energy Regulatory Commission ** Proponent has indicated intent to surrender permit - 26 - 9 on, Figure 4 " HYDROPOWER PROJECTS N ' 1_ .. °r`..J y_ 1 ? B 1 i ? .. .. " ? t"Ic ... o00 ..... ?r i _ ,5 SKOKC"SH-DOSEWALLIPS RIVER BASIN PROJECT KEY 1 Cabin Creek : FERC 6161 2 Cushman Plant- FERC 460 3 Elkhorn Project - FERC 6002 4 Hamms Hamma - FERC 3178 6 Jeffenon Creek - FERC 6160 B Jorsted Creek - FERC 7673 1 Lena Creek - FERC 6640 B Lena Creek - FERC 6287 0 Lllliwaup Falls - FERC 3482 10 Rocky Brook Fells - FERC 3783 Federal Energy Regulatory Commission 27 j. ?n iyr ?rr?f?{ a . ar .? ?. , to w iuia?. I?e r S t l ° auk f$17?y k 1 i i ' any k r o° AMP, i9`E# "8s a r .t 1-0 -r The summary in the table two is a synopsis of lists and information from A the Washington Department of Fisheries, the Bonneville Power .7 Administration (BPA), proponents, contractors and consultants, FERC and „ • , the Washington Department of Ecology. ;.t __4 In Appendix C, a detailed description is given for each project that was s (,rii,.I active as of January 1, 1985. - w The Lilliwaup Falls hydroelectric facility, a relatively small project, a f generates one MW of power near the community of Lilliwaup. A 1.5 MW project is under construction at Rocky Brook Falls on Rocky ,. - " Brook, a tributary to the Dosewallips River. f The Cushman hydroelectric facility has been in existence since 1926. Water is impounded behind two dams on the North Fork of the Skokomish River and run through two powerhouses before being discharged into Hood Canal near Potlatch. Each plant diverts up to 1,000 cubic feet per second to generate a combined output of up to 124 megawatts (MW) of power. Upper C h -? - - us man Dam has a storage capacity of 453,300 acre-feet. Lower Cushman Dam impounds about 8,000 acre feet. Up to five cfs may be diverted from upper McTaggert Creek into Lake Cushman for subse uent - q pcwer generation. Currently, there are no instream flow requirements for the North Fork b l l C h e ow ower us man Dam. As a result, much of the time a significant reach of the North Fork is dried up. Resource agencies are seeking instream flow releases from the project through a relicensing proceeding for the project under the auspices of the Federal Energy Regulatory Commission. The Cushman hydroelectric facility, though it provides a valuable energy resource, is an excellent example of why minimum instream flows in the 11 diversion reach of a hydroelectric project need to be established At . one time, a strong run of wild spring chinook salmon utilized the North Fork of the Skokomish River for spawning and rearing. Because there was no minimum instream flow attached to the water right or FERC license at A the time of the original approvals for the project early in this century, ;., stream flow was significantly reduced, and the chinook run was consequently mY .' depleted. The project developer, Tacoma City Light, have at least par- r` tially mitigated the fish loss with construction of the George Adams Fish - Hatchery in Purdy Creek (tributary to the mainstem Skokomish River). WDOE normally establishes minimum instream flows for a diversion reach of ' a new hydro project and attache them as a condition to the water right. This is usually done on a case-by-case basis because most new hydropower s - ` projects affect only a small portion of a stream's total length . Furthermore, the reach bypassed by a hydropower project is usually a high - gradient reach in which the stream flows established by WDOE may not be 11 A diversion reach, or bypassed reach, is defined as that reach of stream from which water is diverted through a penstock or pipeline for conveyance to a generating turbine and then put back into the stream some distance downstream from the diversion. - 28 - 4. ; ?w,gXr s ?2 M1 g event of this mill's closure, Port Townsend would gain 23 cfs Po If le Bremerton or Kitsap County wanted to develop the waters of WRIA 16, they would be faced with the difficult task of transporting the diverted water across or around Hood Canal. Following is a listing of pending water- right applications for municipal water supply development: a appropriate. For this reason, hydropower project proponents are frequently required to perform site-specific inst fl ream ow studies that are used as the basis for determining instream flow requirements. Domestic and Municipal Water Supply a Most of the domestic water use in WRIA 16 is supplied by numerous small v water wells in the area. These wells are usually 6-inch drilled wells fitted with jet or submersible pumps that yield between six and ten _ - gallons per minute (gpm). The average depta of wells is 120 feet but , the range is anywhere from 22 to 420 feet. Average nl thly domestic y water use in WRIA 16 during 1975 was 43 million gallons. _ Mason County's 19_71 Comprehensive Water and Sewer Plan, concluded that ground water is the most feasible future source of water supply in most areas, due to the absence of large surface supplies in the populated por- tions of the county. With few exceptions, the plan concluded that ground - water will be adequate to meet Mason County needs through 1990. However , planners for Jefferson and Kitsap counties are looking toward the surface waters of WRIA 16 for future water supply. Jefferson County is faced -gr with the problem of potential salt water encroachment from overtaPPin 8 the freshwater a uif f , q ers o WRIA 16 and WRIA 17 (which is north of ws WRIA 16). Kitsap County and the City of Bremerton are faced with a - grow ing population and limited water supply alternatives. These entities h ave submitted water right applications for surface waters in WRIA 16 . However, whether or not these waters will be developed depends on many N varied factors. Port Townsend holds a water right for 30 cfs from the Quilcene River of which 23 cfs is contracturally obligated to the Port -"-: Townsend Paper Company (formerly Crown Zellerbach) mill In th ib -"• ' ?-°--°-•'-•'°- 12 DSHS Water Facilities Inventory, 1984. 13 Dion and Lum, 1977. USOS. Municipal, Industrial, and Irrigation Water Use in Washington, 1975. - 29 - :y d,. Name 1. City of Bremerton 2. City of Bremerton 3. City of Bremerton Table 3 Municipal Supply Water Right Applications Priority Date Amount 2/11/54 100 cfs 9/4/57 6000 acre-feet (storage) 9/4/57 4000 acre-feet (storage) Source llama Hamma River Jefferson Creek Jefferson Creek 4. City of Port Townsend 2/20/56 50 cfs; Dosewallips River 3,260 acre-feet (storage) 5. City of Bremerton 7/10/57 50 cfs Jefferson Creek 6. Kitsap County PUD #1 10/27/64 100 cfs Duckabush River None of these applications are being actively pursued fox development at this time. However in 1982, the proponents of these projects asked the WDOE to retain the applications on file for possible future development. No permits have been issued by WDOE for these developments. Permits would be required prior to actual development. The instream resources protection program will affect these existing water right applications even though they have been on file for some time. Any new water right applications for consumptive appropriation received by WDOE will also be subject to the program. Active interest has been expressed in Jefferson County in reserving water for future municipal supply needs from the Dosewallips River. The Jefferson County Water Utilities Coordinating Committee (WUCC) is prepar- ing a coordinated water system plan and a request for a reservation of 15.2 million gallons per day (23.4 cfs) from the Dosewallips River for future municipal water supply. Future water rights developed for such a reservation, if approved, would be subject to this program. Industrial Use and Irrigation Farming plays a relatively minor role in the economy of WRIA 16 since the area lacks large areas of naturally fertile soil and is covered by dense forests. However, there are a few farms in the Skokomish Valley that irrigate land for agricultural crops. In 1975, an estimated 690 acres of, land in WRIA 16 were irrigated with 732 acre-feet of surface -30- a 3 a' f o- ? J s " x n a ., f w, .. K•,: ,hti4 'T?tm :, 4-P,Y.?B{Z?"?iYM ?_S,z%2"'ai:. ?';..`K, ,3 T' - 1'. . _ . ? # 0. h R.. ..,- water and 180 acre-feet of ground water.14 Forestry, in the form of ' s Christmas tree farming, is also practiced, primarily in the Skokomish Y drainage. t In 1975, 167 million gallons of self-supplied (as opposed to municipally ?-, s?r supplied) water was used for industrial and commercial use. Industries i WRIA 16 th t i l - t n a use water nc ude: gravel mining, wine making, trout farming, seafood culture and processing, and recreation. No adjudication of water rights has occurred to date in WRIA 16. = Fish Propagation L Water rights for fish propagation exist in several locations in the ' i basin. Most of these are for hatcheries administered by the state. The Washington Department of Fisheries (WDF) operates the George Adams ?w Hatchery on Purdy Creek, approximately one mile above its confluence with the lower Skokomish River. The Washington Department of Fisheries has _S t water rights for fish propagation on Purdy Creek totaling 21.25 cfs. ,'4x F This hatchery was constructed with the cooperation of the City of Tacoma -, _ to mitigate for losses of salmon resources that occurred with construction of the North Fork Skokomish hydroelectric projects. The ?- George Adams hatchery rears chinook and coho and has a hatching capacity . _ of 9.7 million fry per year. Fisheries also operates the Hood Canal _ hatchery located at the mouth of Finch Creek in Hoodsport and has a water rights for 17.4 cfs from that stream. The hatchery uses essentially the _ ? entire water right amount from November through May for salmon '.. propagation. The diversion, about one-quarter mile above the mouth of - ;- Finch Creek, substantially dewaters the creek in its lower reaches. This Jl- - , hatchery can use either fresh or salt water for experimental studieslpgn . salmon. Chinook, chum, coho, and pinks are handled at this facility. Within this WRIA, WDF holds a total of 60.65 cfs of surface water rights s+.. for fish propagation. . The Department of Game holds a total of 42.0 cfs of water rights for fish ' propagation in WRIA 16 and operates the Shelton trout hatchery on Hunter - q Creek, off the Skokomish River. Game holds water rights for 12 cfs from unnamed tributaries to Hunter Creek and 30 cfs on Vance Creek. Several species are raised at the Shelton hatchery, including: sea-run cutthroat, steelhead, resident cutthroat, eastern brook, rainbows, and brown trout. Additionally, the Game Department formerly raised trout in relging pens ?, - in Lake Cushman but abandoned that practice several years ago. i ? The Skokomish Indian tribe operates a springfed hatchery adjacent to ]food Canal on Enetai Creek 00217) which flows into Annas Bay north of the Skokomish River. This hatchery annually raises 2.2 million chum salmon, 14 Dion and Lum, 1977. USGS. Municipal, Indvitrial, and Irrigation Water Use in Washington, 1975. 15 Carl Gray-, Washington Department of Fisheries, Hoodsport Hatchery ;,. Manager; personal correspondence; March 13, 1985. 16 Jim Gearheard; Washington Department of Game, Supervisor of Hatcheries; personal correspondence!, March 13, 1985. - 31 - 1 x m a ,? 750,000 fall chinook salmon, and 100,000 steelhead. The chum are released at the hatchery, as well as about one-half the chinooks. The _ remain}gg chinook and all the steelhead are released into the Skokomish Ri ver. k A private commercial hatchery is located on Hill Creek just south of , Hoodsport. The facility holds water rights totaling 0.8 cfs for fish propogatioa. This hatchery is part of a "chain" of hatcheries located - throughout the Pacific Northwest. ESTABLISHMENT OF ADMINISTRATIVE RULES Current Administrative Status ro; i $ Closures and low flow conditions have been established through water right actions of WDOE or its predecessor agencies under the authority of RCW 75.20.050 (Fisheries Code) d i an n consultation with the departments of Game and Fisheries, as required by that stat t O u e. f the streams inventoried in WRIA 16, two have instream flow limitations (see below). 'z .'Y 'Sk No streams are currently closed to additional consumptive appropriation. o Table Four c Existing Surface Water Source Limitations in WRIA 16 . q ;,?a • Stream* Tributary to Source Limitation -?„ Waketickeh Cr. Hood Canal Low flow (0.60 cfs at a point 1150 ft. east of center of ?f. Sec. 23. T. 24 N., R. 3 W.W.M.) HcTaggart Cr. North Fork Low flow (2.0 cfs at a point 4 Rr Skokomish River 500 ft, west and 1,000 ft. south of the Nk co - rner of Sec. 4, T. 7 N., R. 4 W.W.M.) c } .',1?f t 7i _ *Closures and low flow limitations also apply to tributaries of these t streams. - Technical Basis of Proposed Rules ? 7 _ A considerable amount of physical data were collected by WDOE and the ? y' ? state Department of Fisheries regarding the hydrology of the streams of . , WRIA 16 and the instream flow requirements of instream resources parti- _ , cularly anadromous fish. This information is summarized in this section. More detail s are available from the three technical reports [Office Reports 74, 74-A, and 74-B] on this basin that are listed i th n e bibliography. t. Fr, r } } , l ' t r '. i ?g + C . tir. . 17 John Darr; Skokomish Tribal Fisheries Manager; personal correspond- once; April 1, 1985. 3,^.: t ;,rziS3CG4?'+1'w6w - 32 - i e ? d. 5 F ekfo? t e? i j 12.0555.00, Eegla Creak naer Lilliweup 12-0560.00 Finch Creek w at Hoodsport F 12-0565-00 North Fork Skokomish River w below Staircase Rapidan- Hoodsport e 12.057000 Lek. Cushman naer Hoodsport 0 12-0575.00 North Fork Skokomish River 8/10• naer Hoodsport W 12.0580.00 Deer Meadow Creak t7 near Hoodsport Q t7 12-0585 00 Oow Creek near Hoodsport 12.059000 McTaggsrt Creak nest Hoodsport 120595.00 North Fork Skokomleh River near Potlatch 12-0588.00 South Fork Skokomish River no ., Ho ads part 12.0600.00 South Fork Skokomish Rivet nut Potlatch 124605.00 South Fork Skokomish Rlvir nut Union 12.0610.00 Vance Creak near Potla«h 12.0016.00 Skokomleh River mist Potlatch 120625-00 Purdy Creek near Ummn 0 8/50.9153 3/44.10/49,2150-Prelent 011 10/63.9170 00 10123.9/32 o0e WAY 9146.9/64 0131 •Prnent 1 3/55.9/56 7143•Prarenl 00 9/54.71G0 .1000 19U0 1910 1920 1930 1940 1050 1060 1970 1900 195 YEAn V , ,'i Y { 4t1 ? rF +T1dEM I i,kYr?'Dr r?' ?1? . F ?? t Q ?' aGl i '. ?' li y rl? ?. I 4 ? t1 r ?.? + ??? 1 I SI M1 , 71 0i H '?'? GG ? 4 a. . - 'rte # _ u .r } Hydrology -? Long-term stream discharge records were available for thirteen of the _ important streams in the study area as shown in figure seven. i Miscellaneous I$? (noncontinuous) flow measurements are also available for a -e number of other streams of interest. WDOE collected additional miscel- laneous measurements on many streams throughout 1983-1984 to improve the data base for correlating stream flows of ungaged streams to the long- a term gage on Jefferson Creek. Hydrographs were developed by WDOE for many of these streams to serve as a basis for evaluating proposed instream - flows. These hydrographs are provided in Appendix B. Again, detailed information regarding the collection of hydrographic data, flow correla- tion and development of hydrographs is contained in Office Reports 74, } v 74-A and 74-B. ;1 .. - Flow Recommendations for Fish¢ - n ? Information and recommendations regarding the flow needs of fish were provided to WDOE by WDG, WDF, and the Point-No-Point Treaty Council (PNPTC). The flow recommendations are based primarily on results of IFIM (Instream Flow Incremental Method) studies conducted by WDOE, WDF and by r r -. U.S. Fish and Wildlife Service (USFWS). Fisheries agencies' flow s recommendations and the IFIM studies are discussed in detail in Technical t Document Supplement, Office Report 74-B (see bibliography). Instream Flow Incremental Method t Instream Flow Incremental Method studies were conducted on the selected reaches on eight rivers and streams in WRIA 16. These were the Dose- - - wallips, Duckabush, and Hamma Hamma rivers and Eagle, Finch, Fulton, -? John, and Jorsted creeks. The Deparmment of Fisheries conducted the - studies in cooperation with WDOE, the Department of Game and the Point- No-Point Treaty Council. These studies and IFIM studies previously con- ducted by the U.S. Fish and Wildlife Service (USFWS) for the North Fork, South Fork, and mainstem Skokomish rivers were used as an important r information resource in determining the flow recommendations for those ?z rivers at control points within the IFIM study reaches. The IFIM technique, developed by the Cooperative Instream Flow Service e Group of USFWS, involves the collection of discharge, stage, velocity, and depth measurements over a range of flows to develop a hydraulic model of the behavior of these parameters with changes in flow through typical channel sections. The areal distribution of substrate by types and sizes is included in the model. Velocity, depth, and substrate preference J criteria are specified for various fish species and life stages of inter- ' .?a est. These criteria are interfaced by computer with the hydraulic model 5 i to derive weighted usable channel area for various levels of discharge ? t a for each fish species and lifestage. Grephs of weighted usable area ?. ?ola versus discharge can be created for each species/lifestage and used to N st ? ?? evaluate instrcam flow requirements for fish. h u `y - 34 - M. s J, - n'. K 7 7{? 4 r r v tt Y':J $ t ?i Ir {FY ? y y. '? p?+ r a f d J? A "+runa va' f '' " ,, x v ?.,; a+ .'a5 l s tI G`?I. r r t u.....41J„r gy t v( ?i? R t ' C; it `1 ? i ,? r t r 1? yA 1 r, t _ 1 1 r l s Y"In it ,sb t ?v. K Sites for the IFIM studies on each stream are chosen to typify the entire i ,T stream reach for which the study will apply. For example, eight study transects were used at the IFIM site on the Duckabush River to represent the deep pool-wide riffle patterns so common in the lower portion of that river. Using depth, velocity, and substrate preference criteria provided by WDF ? and WDG, weighted usable area versus discharge tables were obtained from ?`,„ a the computer. These are found in the technical report for this program [Technical Document, Office Report 74-B]. These curves were used as the basis for determining instream flows for the lower river reaches where "m IFIM studies were conducted. In each case, the instream flows are tailored to the species and lifestages found in the stream ata particular time. Because different species/lifestages may prefer differ- ent conditions; it is necessary, during some periods, to optimize among them. For instance, this is the case in the timing for coho and chum `a spawning which overlap during the fall. The hydrographs developed for the streams of WRIA 16, together with the fish habitat/flow information developed using the IFIM and toe-widths, and recommendation from WDF, WDG and PNPTC, were used to develop the instream flows and other actions proposed by WDOE in this program. Hydrological and fishery data are located in the technical office reports cited in the bibliography. - - ^d: Proposed Administrative Status s"!i 6e WDOE proposes to adopt administrative rules (proposed Chapter 173-516 WAC) in accordance with the state Administrative Procedures Act (Chapter WWI 34.04 RCW), the Water Resources Act of 1971 (Chapter 90.54 RCW), and the Minimum Water Flows and Levels Act (Chapter 90.22 RCW) for the purpose of protecting and preserving the instream values of streams in WRIA 16. The department proposes to (1) officially adopt as administrative rules, the existing surface water source limitations listed in Table 4 of this report, except as indicated in the footnotes, in WAC 173-516-040(3), (2) adopt new closures to consumptive uses for 19 streams, and (3) adopt minimum instream flows on 11 streams in WRIA 16. These actions would apply to the specific streams named and all tributaries, including lakes. Uses which are proposed to be exempt from the instream flows and closures include: 1) existing water rights, 2) single domestic use which includes up to one-half acre of land and garden irrigation, 3) stock watering, except that related to feedlots and 4) nonconsumptive uses. Projects that reduce the flow in a portion of a stream's length (e.g. hydroelectric projects) may be considered independently from these regulations on a case-by-case basis in accordance with proposed WAC 173-516-030(5). Under this subsection, bypass-type projects may be exempted from stream closures or instream flows specified in the proposed regulation. Instream flows and water right approvals will be evaluated on a cane-by-case basis in considering the specific instream flow needs of the bypassed reach. Site-specific instream flow studies may be required of an applicant. - 35 - w ? _ r?rr{ nay w.ry? ?+i r ? , on, MIN - ,uma:r °.vr?r^x?T.+n - s r,n?? aw ^?.nn,?marig i ? y } t f - t? Y ? 4? }I( ?1 d 4. .iii Proposed Minimum Flows and Proposed Control Stations The department proposes to establish minimum instream flows on 11 streams Future consumptive water rights issued by WDOE for diversions from these streams will be conditioned with these flows and will be subject to regu- lation to retain these flows instream. The proposed network of control stations and related flows is intended to provide control of future surface water appropriations under permits provisioned with the minimum flows established by the regulation. Figure six shows the location of proposed control stations and figures seven through 17 depict proposed minimum instream flows for the streams. -36- pr ?''Cr4f{uytlLR?. "1VP^ 7I?'U MbYPf'w; 4MM'l?'?U LyrYMF#k?%M1?y'??n'U? ? Y ?9 Ml`5744VSh W'12Y?3AIlY>? 1M YriUr.. ?".+Y?VE': 4Y? ? S.? ?G,µ???v? tl 6Erjd'F101 -.i lya.?f?k?t ?I I I 5 7 t o i (9f v e i i I n u t i ,: 9.1 lj q, f, f1 , {.C 1 y ? gtM1t? ? ?f - S w?WkG 37 Figure 6 PROPOSED CONTROL POINTS SKOKOIASH-DOSEWALLPS RNER SAsm WPJ A. 16 EXPLANATION 1 Dosewellips River 12.0636.00 2 Duokebuth River 12-0640-00 3 Fulton Creek WDOE-0641.60 4 John Creek WDOE-0648.60 6 Hamma Hamma River 12.0660-00 8 Jorstad Creek WDOE-0662.00 7 Eagle Creek WDOE-0666.00 8 Flnth Creak WOOE•0660.00 8 NF Skokomish River WOOE-0686-00 10 SF Skokomish River 12.0606-00 11 Skokomish River 12-0816.00 u t^ x wk- ' i. 1000 F i u re 7 a 800 71 `T - " - - _ DOSEWALLIPS RIVER' .. 1 - 12-0535-00 a 600 7 - - I R.M. 0.4 - w 400 = -- y N -7t 7' ' I ° O A' _ 1.? 1 1 i* 20 - ,z r - W d ??yy 1 ?5 ? ? W W m Li S.a a"L 11 x N i - r ` a S ? u '} N f F f ,rh S h 1) tz co ?I JAN FEB MAR APR MAY JUN JUL AUG SEPT OCT NO Figure 8 uu- -1-1 Jai. - 0 - - - - - -- - - -DUCRABOSH RNER - - 0 12-0540-00 - R.M. 4.5 - 0 - - - .1 _ -. _ J. - - _- - -7-7 2P 0 - . j 1 i . - I 1 - 00- - _ 80 - - - -- - - - - - - - - _ _ _ _ _ _ 60 I - -F y - -' - - _ I - 7-r. T- - - - _- J_ - - - - - - - 1_ - . .- - - 20 s I 1• 771 • 1- ?! - I ? -. 17 7' 1' is ?. ?1 - ; - T 'T T, 7: T 7' 7 1 :'7 I i i I 1 . JAN FEB MAR APR NAY JUN. JUL AUG Wi ULl Huv uc6 b? ? ` 38 4 avk? ? I a • wrt? U'n 7ya: CL t?iyt???a:+ ?. ;',..? ?fmw?:..'.'?`,: ,?`q"'.?,1?^. ,,;? i fS'iTT .?, U t;ix.. u, S' I * } !I _ 4': .r x }li T n P • ? ? ? f Y } 1 I ?} 1 1 i 1 I ? i it I II J? S ?. ?_i 3 r .a W N C W CL W u m s U 40_ 0 z 0 W 20- lo- W .. 8 LL 6_ m u 6- Figure 10 Finch Creek WDOE-0560-01 R.M. 0.2 i . 1•' JAN FEB MAR APR MAY JUN. JUL AUG SEPT OCT NOV DEC 39 i s JAN FEB MAR APR MAY JUN JUL AUG W A L 800- "'?• ^,• r '- HAMMA HAMMA RIVER . - •T 600- • 12-0550-00 • _ _ R.M. 0.5 + 77 77 T 20 - -:: a nT T- r-I r. SO- - 60- '77 - i., 7 -7 - 40- I : i j - - - 20- 7 L. 7- Wig, M Jtui FEB KAR APR MAY, JUN JUL AUG SEPT OCT NOV DEC 40 T r 4 A3 ? k r ? N 10 uW. 8- 7r ._ _- 6- ; -T a- 777 JAN FED MAR APR HAY JUN. JUL AUG SEPT OCT NOV DEC 41 rz r y}S? r? i ? ???? W Zfw??rf?1??dc ui v v. +1?,. , ? 3•?`,??' 'M ? ' ? . ?Y la ]i? i , s r r l ?.* - ?? (? x x r ? 't s ? ?i?.v4x k °n 3??rr 1 xy „„^ap N P" a O L V W )f" 4 W h W 000 - 600 •r•SKOKOMISH RIVER - 1-? } t ' ' - • - Tl 12-0615-00 - - 600 R.M. 5.9 400 i.i : - ! _ T - -17 200- 1Q 8 i - - - 60- 4D- 7- +7 7- T- 20 r F u{? JAN FEB MAR APR MAY JUN JUL AUG SEPT OCT NOV DEC Figure 17 10 8 w 4 a ? O 2 Co y W 2 ? N m W ' d 1 e ? V . _ m ' i Of, 0 - - -SOUTH FORK SKOKOMISH RIVER_ 12-0605-00 - - 0 CL R.M. 3.2 - - - -- -- - _ 7 TT TT 0 1 1 .? ? i •1 I'. l i 0^ g -- _ -_ - 60- - - 4 T 7 7 L ? - - - i j- - -? T- - - ?- - - - .. _ 20- IT! 1 M1 n 14 p 4* .» ? , . ? * 71ta t ? _ tV4 i1 4 1, C 4 , 14 Q •.rv k6 y ?lf1h . Proposed Stream Closures a1` A r. The following small streams in WRIA 16 support viable anadromous fish ,? Y• runs and provide locally important recreational opportunities and aesthetic y values: + x Clark Creek Unnamed Creeks: Hill Creek #0010 _ Hunter Creek B0215 Lilliwaup Creek #0216 •, Little Lilliwaup Creek x/0217 ? McDonald Creek 1{0218 •,? Miller Creek #0439 Pierce Creek Schaerer Creek Sund Creek ?`- ' Vance Creek Waketickeh Creek r _ t Walcott Slough (#0558) 2 Walker Creek Weaver Creek ' Because of the small size of these streams, any significant future " consumptive diversions, particularly during the annual low flow period, would be harmful to instream values. WDOE, therefore, proposes to close ?.? these streams to further appropriation of water for consumptive purposes r from June 1 through December 31 to protect instream values. During this y< flow period, the minimum stream flow is the natural flow. Insufficient flow data are available during the high flow period on the streams to r ` • permit establishment of minimum instream flows. Minimum flows for any ? ? "=- 'y;,: water right applications for consumptive uses only during the nonclosed •; period will be considered on a case-by-case basis in accordance with RCW t ,- 75.20.050 in consultation with the departments of Fisheries and Game. f? Minimum flows and closures for the periods indicated are proposed for .+ the following streams. + Eagle Creek . . . . . . . . . . . . . June 1 - December 31 Finch Creek . . . . . . . . . . . . . All year A Fulton Creek . . . . . . . . . . . . . June 1 - December 31 ? 4•' John Creek. . . . . . . . . . . . . . April I - December 31 Jorsted Creek . . . . . . . . . . June 1 - December 31 +, c r - North Fork Skokomish River. . . . . All year '`} K k . Partial year closures are proposed for Eagle, Fulton, John, and Jorsted r u r t - . q 1 creeks due to the very low flows they experience annually during the _ ? ,• y 1 ±R. summer and early fall. During this period of the year inadequate water is available to preserve instream values and satisfy any new consumptive 1 k, {rg, appropriation. Due to current and past water use and hydrological characteristics, Finch Creek, North Fork Skokomish River, and Purdy Creek are proposed to he closed all year. - 44- dewaters the lower one-fourth mile of the creek. Any. further consumptive appropriation from Finch Creek would negatively impact resident cutthroat trout and interfere with existing water rights. The North Fork of the Skokomish River is proposed to be closed due. to .' the diversion of virtually the entire flow through the Cushman hydroelectric facility. This effectively dewaters the river below the S lower dam. Some seepage occurs at the lower dam and that combined with .- tributary inflow provides a minimal amount of water for supporting • instream values. There is no remaining water available to appropriate , •? ? from the North Fork or its tributaries. .•:_' >k? Purdy Creek is proposed to be closed above the George Adams Fish t Hatchery to protect existing rights, including those of the fish _ hatchery. It is proposed that Purdy Creek below the hatchery remain t open to further consumptive appropriation subject to a case-by-case " = determination of minimum flow needs. u •,..? It is recognized that certain streams and rivers within. this WRIA - possess unique and pristine natural scenic, recreational, and aesthetic - values of national significance. In the administration of future water - rights on the Dosewallips, Duckabush, and Hamma Hamma rivers, it is the proposed policy of the department to retain these rivers substantially in their natural condition. Applicants for future water rights would have to provide information clearly demonstrating: consistency with this policy, need, lack of alternative sources, and maximum net benefits to . i .Yap citizens of the state. -45 - r ?: ° ri,:a e 6 ,^ r ?^ W aT7 r 1 5 ? `y A 1 d { ° IA ?+ t w , L ]514+ d 1'. "4"A" 1" . t ?4 .y ' 1 _ ? .. .. .... .? ?. .. .. ._.. . .. ...?. . ? . .. .. .. ? .4..1°_11.. .... W V? am ? 1 - .t ' Dion, N. and W. Lum II. 1977. Municipal, Industrial and Irrigation 1i1 Water Use in Washington 1975. U.S. Geological Survey. Tacoma, WA. Fleskes, Carol and Marty O'Connor. 1980. Skokomish-Dosewallips Basin, WRIA 16, Technical Document Office Report No 74. 19 pp. Washington Department of Ecology. Olympia, Washington. Grimstad, Peder and Robert J. Carson. 1981. Geology and Groundwater Resources of Eastern Jefferson Countv Washington. Water Supply Bulletin No. 54, 125 pp. Washington Department of Ecology. Olympia, Washington. Interagency Committee for Outdoor Recreation. 1979. Washington State- wide Outdoor Recreation Plan 1979. Olympia, Washington. Jefferson County. 1974. Shoreline Management Master Program for Jefferson County and Port Townsend Washington. Port Townsend, WA. Jefferson County Commissioners. 1969. Jefferson County Comprehensive Water and Sewer Plan. 72 pp. Prepared by Kramer, Chin, and Mayo, Consulting Engineers, Seattle, WA. Mason County. 1970. Comprehensive Water and Sewer Plan for Mason County. Mason Co., WA. Mason County. 1971. Comprehensive Water and Sewer Plan and Water Pollu- tion Control and Abatement Plan (Sewage Drainage Basins 14 and 16). R.W. Beck and Associates. Seattle, WA. Mason County. 1982. Final Environmental Impact Statement for Hama Hama Site: Sand and Gravel Extraction and Barge-loading Facility. Mason County Planning Department. 283 pp. Shelton, WA. Mason County. 1975. Shoreline Master Plan for Mason County. 69 pp. Mason County, WA. Molenaar, D. and J.. Noble. 1970. Geology and Related Ground Water Occurrence, Southeastern Mason County, Washington. Water Supply Bulletin No. 29, Washington Department of Water Resources. Olympia, WA. Newkirk, Ray. 1983. Skokominh-Dosewallips Basin WRIA 16, Technical Docwnent, Natural Flow SCRgy. Office Report No. 74-A, Unpublished draft. Washington Department of Ecology. -46- r. ?? ti -rA rae > * s y P ,.,_ zr µx^ jyryv•t'Y4?5r,}c i4(. Lk ?' OSS s' -777411,171T, A IP V (" , t 5 I bAr e? i i? s,s ? r r b g ? ,YL 1 ? r 1 ?, r. 1 ` 4 i S 1 nas t 'Tall Nina F f ? Public Utility District No. 1 Of Mason County. 1983. Final Environmental ;? Impact Statement _ Hawoa Hama H drMectric Project. Potlatch, WA. Public Utility District No. 1 of Mason County. 1983. Flow-related E ons, Effects of the Proposed South Fork Skokomish River Hydroelectric P S roiect on almon and Steelhead (draft). Prepared by CH2M Hill , Inc., Forrest W. Olson. , awa r " Puget Sound Task Force of the Pacific Northwest River Basins Commission. 1970 ?tl . Comprehens ive Study or Water and Related Land Resources Puget S , ound and Adiacent waters. Appendices III through XIV. Puget Sound, WA, - RushtonClifford D. and Brad A. Caldwell, 1985. Fisheries, Flows and Hydrograph Derivations: Skokomish-Do ll ' t sewa i2s Basin WRIA 16. Tech- i l D n ca ocument Supplement, Office Report 14-B. Unpublished in d f ra t manuscript. Washington Department of Ecology, Olympia , Washington. - - U.S.D.A. Forest Service. 1979. Canal Front Plannin¢ Unit Final 9 w t Environmental Impact Statement. Olympia, WA. " Wampler, Phil. 1980. Instream Flow Renuirements of the Lower North Fork South Fork and Mainstem Skokomish River. Unpublished manuscript _ . U.S. Fish and Wildlife Service, Olympia, Washington. •.fl' "'?' Washington Department of Ecology, 1979. Final Environmental Impact = Statement (Including Program Overview): Western Washington Instream - -? ly .Resources Protection Program. Olympia, wA. Washington Department of Ecology, 1976. 303(e): Water Quality Manage- . .':., ?... _ ment Plan: Water Resource Inventor Area 14, 16: West Sound Basin ? . Olympia, WA. . Washington Department of Fisheries. 1975. A Catalog of Washington Streams and Salmon Utilization, Vol. 1. Puget Sound, WA. k yy , t Washington Department of Fisheries. 1978. Final Environmental Impact Statement: Weaver Creek Salmon Hatchery, 17 -pi., WA. Washington Ecological Commission. 1984. The Future of Hood Canal: '?. Policy and Recommended Implementation -Program !!y the Washigton State Ecological Commission. Unpublished manuscript. 5 pp. Olympia, Washington. Washington Energy Facility Site Evaluation Council. 1979. Draft Environ- mental Impact Statement: Northern Tier Pipeline System (Washington Segment), CH2M Hill, Inc. Olympia, WA, Washington Office of Financial Management. 1983. Population Trends for Washington State. Olympia, WA. Yoshinaka, M.S. and N.J. Ellifrit. 1974. Hood Canal - Priorities for Tomorrow. U.S.D.I., Fish and Wildlife Service, Portland, OR. -47 - - ? . Ar," APPENDIX A R Chapter 173-516 WAC M ?. ; INSTREAM RESOURCES PROTECTION PROGRAM--SKOKOMISH-DOSEWALLIPS E WATER RESOURCE INVENTORY AREA (WRIA 16) aw e l NEW SECTION WAC 173-516-010. GENERAL PROVISION. These rules apply to waters _ within the Skokomish-Dosewallips Water Resource Inventory Area (WRIA 16), as defined in WAC 173-500-040. This chapter is promulgated pursuant to t Chapter 90.54 RCW (Water Resources Act of 1971), Chapter 90.22 RCW (Mini- - mum Water Flows and Levels), Section 75.20.050 RCW (StateFisheries Code) _ and in accordance with Chapter 173-500 WAC (Water Resources Management Program) NEW SECTION WAG 173-516-020. PURPOSE. The purpose of this chapter is to retain v perennial rivers, streams, and lakes in the Skokomish-Dosewallips Water - Resource Inventory Area with instream flows necessary to provide protec tion for wildlife, fish, scenic, aesthetic and environmental values, ' recreation, navigation, and water quality. It is recognized that this # . - inventory area possesses unique and pristine natural, scenic, recrea- tional,. and aesthetic values of statewide, regional, and national signi- ficance. Therefore, it is the further purpose of this chapter to estab- lish policies and procedures to preserve and protect these values to the fullest extent allowed under the authorities cited in WAC 173-516-010 t„ above. NEW SECTION WAC 173-516-030. ESTABLISHMENT OF INSTREAM FLOWS. (1) Stream management units and associated control stations are t . established as follows: Stream Management Unit Information ' ?? - s Control Station No. Control Station by Affected Stream Stream Management River Mile and Reach(es) including Unit Name Section, Township, Tributaries and Range 12-0535-00 0.4 From influence of mean t Dosewallips River Sec. 2, T. 25 N., annual high tide at low M ( ? ? r . t ? R. 2 WWM instream flow levels to ,? 1 f . headwaters, including i es. all tributar 12-0540-00 4.5 From influence of mean w t l d o e a Duckabush River Sec. 1, T. 25 N., annual high ti R. 3 WWM instream flow levels to headwaters including 4 y V: all tributaries. , - 48 - IJ1 "? D ? -+-urmmt'kT?g' _: +,yk :R '_'a _ P.BilY ?nn:>Yl , i6'7?a+ --.'ka 7.R?..?..:.,o.,,• • y _ Stream Management Unit informa tion ? (cont'd) Control Station No. Control Station by Affected Stream - Stream Management River Mile and Reach(es) including Unit Name Section, Township, Tributaries -: and Range _ WDOE 0555-00 Eagle Creek S0.01 ec. Sec. 16, T. 23 N., From influence of mean annual high tide at low ' 'a R. 3 WWM instream flow levels to headwaters, including all tributaries. 1'e WDOE 0560-00 0.2 From influence of mean 1. i Finch Creek Sec. 11, T. 22 N., annual high tide at low R. 4 WWM instream flow levels to headwaters, including M l it all tributaries. - a ' WDOE 0541-50 0.1 25 N 31 T Sec From influence of mean annual high tide at low =pi Fulton Creek ., , . . R. y WWM instream flow levels to headwaters, including all - - { ' tributaries. ' e 12-0550-00 Mamma Mamma River 0.5 Sec. 27, T. 24 N., R. 3 WWII From influence of mean annual high tide at low instream flow levels to headwaters, including F r? - all tributaries. WDOE 0549-50 0.03 From mouth to head- including all t ru John Creek Sec. 27, T. 24 N., ers, wa ibutaries t ; WDOE 0552-00 R. 3 WWM 0.1 24 N T 34 . r From influence of mean annual high tide at low y s M Jorsted Creek ., . , Sec. R. 3 WWII instream flow levels to , , 5 ri headwaters, including < all tributaries. r ' i r WDOE 0586-00 17.2 (from Hood Canal) From confluence with li North Fork Skokomish Sec. 16, T. 22 N., South Fork Skokomish din l i River R. 4 WWM u g nc to headwaters, all tributaries. ? r 12-0615-00 5.9 From influence of mean Skokomish River Sec. 15, T. 21 N., annual high tide at low 1 R. 4 WWM instream flow levels to r ` the confluence of the ks h F d S t' ti t r r, ?? 5 , or out North an ibutaries ll t di l r { 4 A` , . ng a r u inc ? Y t +r r 12-0605-00 3.2 From confluence with " t iu µ ? South Fork Skokomish Sec. 2, T. 21 N., North Fork Skokomish aii ', ff„t e } . River R. 5 WWM to headwaters, including t.r r 1 , all tributaries. - 49 - • r a ?.n I 777 n?ror -_ tq h ,r t! A, ^, ?r i, 1 x 1 1 Yiu i ?r Ik.1 ?` 7 } -l t ? z n iy ? r t t ?, - 50 - Instream Flows in the Skokomish-Dosewallips WRIA _ ' (Instantaneous cubic feet per second) (cont'd) '. + WDOE 0560-00 WDOE 0541-50 12-0550-00 '. Month Day Finch Creek Fulton Creek Hamma Hama River Jan 1 25 50 250 • - 51 - f? m 71 k, i M E ? Instream Flows in the Skokomish-Dosewallips WRIA _i (Instantaneous cubic feet per second) (cont'd) WDOE 0549-50 WDOE 0552-00 WDOE 0586-00 Month D John Creek Jorsted Creek N.F. Skokomish River 7 a' Jan 1 20 20 33 15 20 25 33 Feb 1 20 25 50 15 17 25 50 - March 1 15 22 70 * - e 15 13 20 70 ,r April 1 12 * 18 70 * 15 10 * 17 70 - May 1 9 * 15 70 15 8 * 14 70 * k June 1 7 * 13 * 50 aF' s 15 6* 12* 50* July 1 4* 8* 50* 4." 15 2.5 * 6 * 50 er- Aug 1 1.5 * 5 * 30 15 1 * 3.5 At 30 ;e 1 y;., r ?? ?x * 2.5 * 65 Sept 1 1 15 1 * 2.5 * 65 * 0' Oct 1 1 * 2.5 * 39 *St 15 3* 5* 39* Nov 1 7 * 10 * 33 15 20 * 20 * 33 t Dec 1 20 * 20 * 33 * ;i:;ka 1 1 15 20 * 20 * 33 * q i *Denotes closure period to all consumptive uses. ? - 52 - q Instream Flows in the Skokomish-Dosewallips WRIA (Instantaneous cubic feet per second) (cont'd) •+ J 12-0615-00 12-0605-00 Month ply Skokomish River S.F. Skokomish River ^;o • 250 Jan 1 15 320 320 300 • Feb 1 320 300 - 15 320 300 320 300 ? , March 1 300 - '•_. 15 320 ? _.I .?,• April 1 320 300 15 320 300 - May 1 320 300 ' .?• - 15 320 300 June 1 15 320 320 300 300 July 1 320 230 • t.,• ,? _'_?,' 15 200 175 . - ' Aug 1 200 140 'r 15 200 110 .: g "1 Sept 1 200 110 110 - ; ,e 15 250 250 110 1 - .. Oct 1 15 250 250 :;. Nov 1 250 250 250 250 i f' •..,-? 7 .x Dec 1 250 250 s ?i r' ' 15 320 250 )' - f Denotes closure period to all consumptive uses. - 53 - 4 3 J? t h 7J 4 i (3) Instream flow hydrographs, as represented in the document entitled "Skokomish-Dosewallips Instream Resources Protection Program, figs. 7-17, pgs. 38-43," shall be used for identification of instream P flows on those days not specifically identified in WAC 173-516-030(2). its (4) Future consumptive water right permits issued diversion of surface water from the stream management units listed above, shall be expressly conditioned with instream flows established in WAC 173-516-030(1) through (3) as measured at the appropriate control point(s)` except for those exempted uses described in WAC 173-516-070(1) through (3). ' (5) Projects that would reduce the flow in a portion of a stream's length (e.g. hydroelectric projects that bypass a will be subject to instream flows as specified by the department. These flows may be those established in WAC 173-516-030 or, when appropriate, may be flows specifically tailored to that particular project and stream . reach. When studies are required to determine such reach and project specific flow requirements, the department will require the proponent to conduct such studies. (6) If department investigations determine that withdrawal of ground water from the source aquifers would not interfere significantly with stream flow during the period of stream closure or with maintenance of instream flows, then applications to appropriate public ground waters may be, approved and permits or certificates issued without regard to the provisions of this chapter. NEW SECTION WAC 173-516-040. SURFACE WATER SOURCE LIMITATIONS TO FURTHER CONSUMPTIVE APPROPRIATION. (1) The department, having determined that additional consumptive use would harmfully impact instream values, closes the following streams including tributaries to further consumptive appropriation for the period indicated. (a) Stream Name Tributary to Closure Period Clark Creek Hill Creek Hood Canal June 1 - December 31 Hunter Creek Hood Canal Skokomish Riv June 1 - December 31 Lilliwaup Creek er Hood Canal June 1 - December 31 Little Lilliwaup Creek Hood Canal June 1 - J 1 December 31 McDonald Creek Hood Canal une - December 31 Miller Creek Hood Canal June 1 - December 31 Pierce Creek flood Canal June 1 - December 31 Purdy Creek Skokomish River June 1 - All December 31 (Above George Adams year Hatchery) Schaerer Creek Sund Creek Hood Canal June 1 - December 31 Vance Cr k Hood Canal June 1 - December 31 ee South Fork Waketickeh Creek Skokomish River Hood Canal June I - December 31 Walcott Slough Hood Canal June 1 - December 31 Walker Creek Hood Canal June 1 - December 31 Weaver Creek Skokomish River June 1 - June 1 - December December 31 31 Unnamed Creek 110010 Skokomish River June 1 - December 31 - 54 - n",1,f?-'x?"'{1. r ? 1 ? ,7Y i a?. k ,/y J ?? q ??,c ? ' R4rd1 1" ?if m I ?n lm k ? l 1? I i 1 r r' M ? , e? r,f ?tJ?t ? - r y p tr ' , ? , r! ?r , lik,, 4i 2 r x ?, i r. ' ' y ? i i t N it • Unnamed Creek J10218 Hood Canal June 1 - December 31 c Unnamed Creek #0439 Hood Canal June 1 - December 31 The minimum flow during the closure period for the streams listed above is the natural flow. Because insufficient data are available to develop instream flows outside the closure period, minimum flows for any water right application for consumptive use will be considered ca a case-by-case basis in consultation with the departments of Fisheries and Game (RCW 75.20.050). a (b) Stream Name Closure Period Eagle Creek June 1 through December 31 Finch Creek All year Fulton Creek June 1 through December 31 _ John Creek April I through December 31 Jorsted Creek June 1 thorugh December 31 North. Fork Skokomish River All year ?u Because sufficient hydrologic data are available for the above streams, a minimum flow is established during the closed and nonclosed period in WAC 173-516-030(2). (2) Except as noted in the footnotes, the following existing surface water source limitations, previously established administratively under the authority. of Chapter 90.03 RCW and RCW 75.20.050 are hereby " confirmed and adopted for the period indicated: Stream*/Tributary To Action Period Waketickeh Creek*/Hood Canal Low flow @ All year (0.60 cfs) NcTaggart Creek*/North Fork Low flow All year Skokomish River (2.0 cfs) * Closures and low flow limitations also apply to tributaries of these streams, @ Superseded by a new action in this section. (3) When a project (as described in WAC 173-516-030(5)) is proposed on a stream that is closed to further consumptive appropriation, the department shall not issue a permit valid for the closure period unle - the project proponent can adequately demonstrate that the project wili not conflict with the intent of the closure. -55- s ° s ,4 . { 5 f 1F C tJ PQ I t AL NEW SECTION WAC 173-516-050 DOSEWALLIPS, DUCKABUSH, AND MAMMA HAMMA RIVERS. (1) The highest and best uses of the waters in excess of the minimum instream flow of the Dosewallips, Duckabush, and Hama Hama Rivers and their tributaries; in order to achieve maximum net benefits to the citi- zens of the state; are fisheries, wildlife, public recreation, water quality maintenance, and aesthetic enjoyment. (2) Therefore, in the administration of future water rights on the Dosewallips, Duckabush, and Hama Hamma Rivers, including their tribu- taries, it is the policy of the department to retain these rivers and streams substantially in their natural condition. This provision is necessary to protect and preserve the instream values and public bene- fits provided by these waters in their natural state. (3) Applicants for future water rights from these rivers shall provide information clearly demonstrating that: (a) the proposed water resources development is consistent with this policy, (b) the need for the water exists, (c) no reasonable and feasible alternative source of supply is available, and (d) maximum net benefits to the citizens of the state would be achieved. NEW SECTION - WAC 173-516-060 LAKES. In future permitting actions relating to withdrawal of lake waters, natural lakes and ponds shall be retained substantially in their natural condition. Natural lake levels and the contribution of lake outflows to maintenance of downstream instream flows shall be preserved. Withdrawals of water which would conflict therewith shall be authorized only in those situations where it is clear that over- riding considerations of the public interest will be served. NEW SECTION WAC 173-516-070 EXEMPTIONS. (1) Nothing in this chapter shall affect existing water rights, riparian, appropriative, or otherwise existing on the effective date of this chapter, nor shall it affect existing rights relating to the operation of any navigation, hydroelec- tric, or water storage reservoir or related facilities. (2) Single domestic and stockwatering use, except that related to feedlots, shall be exempt from the provisions established in this chapter. If the cumulative impacts of numerous single domestic diversions would significantly affect the quantity of water available for instream uses, then only single domestic in-house use shall be exempt, if no alternative source is available. (3) Nonconsumptive uses which are compatible with the intent of the chapter may be approved. NEW SECTION WAC 173-516-080 FUTURE RIGHTS. No rights to divert or store public surface waters of the Skokomish-Dosewallips WRIA 16 shall hereafter be granted which shall conflict with the purpose of this chapter. -56- J e t it an f. 55 x 1 7 1 J J. r4° i - I k NEW SECTION WAC 173-516-090 ENFORCEMENT. In enforcement of this chapter, the ose such sanctions as appropriate under i f E l f ? ogy may mp co Department o authorities vested in it, including but not limited to the issuance of W ?f! ` $ } regulatory orders under RCW 43.27A.190 and civil penalties under RC y' •t 43.83B.335. , , . NEW SECTION WAC 173-516-100 REGULATION REVIEW. Review of the rules in this ' chapter shall be initiated by the Department of Ecology within five years . ?y - of the date of adoption. ? # r . { r. ?.t - 57 - Dosewallips River (correlated) . . . . . . . . . . . . .iz-up3u-vo . . . Z) 10 «A? - Duckabush River (correlated). . . . . . . . . . . .12-0540-00 . . . 59 - Eagle Creek . . . . . . . . . . . . . . . . . . . .WDOE-0555-00 . . . 60 Finch Creek .WDOE-0560-00 . 60 Fulton Creek. . . . . . . . . . . . . . . . .WDOE-0541-50 . . . 61 `. Hamma Hamma River (composite) . . . . . . . . . . .12-0545-00 61 John Creek. .WDOE-0549-50 . 62 - Jorsted Creek . . . . . . . . . . . . . . . .WDOE-0552-00 . . . 62 North Fork Skokomish River. . . . . .12-0595-00 . 63 North Fork Skokomish River (Natural Flows). .12-0595-00 . 63 _ Skokomish River . . . . . . . . . . . .12-0615-00 . . . 64 Skokomish River (Natural Flows) . . . . . . . . . . . .12-0615-00 . . . 64 South Fork Skokomish River . . . . . . . . . . . . . . .12-0605-00 65 4 l Note: Hydrographs in this appenidx should be interpreted as follows: . -- H Vertical axis: discharge in cubic feet per second (cfs) Horizontal axis: time of year 10% occurrence flow: flow that is met or exceeded ten percent of . ?. ? the time during the period depicted , ? ..y 50% occurrence flow: flow that is met or exceeded fifty percent of the time during the period depicted 90% occurrence flow: flow that is met or exceeded ninety peecent of l the time during the period depicted 99% occurrence flow: flow that is met or exceeded ninety percent of _ RI the time during the period depicted $? These hydrographs are based in some cases upon the long-term stream gaging records of the United States Geological Service and in other cases, (as indicated in the heading) upon correlation using standard engineering techniques. A complete set of hydrographs for WRIA 16 which were derived from USGS gages is in Office Report 74-B (See bibliography). - 58 - ws is ' Y I I P_ I gy?py, RJ '. IIII ? ? g I S g, Ig AS ? I I I I I ? „ ?li i If ' i ? W< °? ? I I ? y ° I I I "! II I ''I I I I I ? ip I P I i. l i I III ? ( 'II'' I I II ilu III I I . ? ? . 5do ?~?? iliG i ' I " I II IIII ? ar ! ? ' I i l! I I ??4 qi I , ,I' i I '' I ? ' 'I III,, III 111 e 3 I I III III I I IIII 11 I '.?I I I I f 11 I I I I I I I I'I?!II II II I ; ? I ?I{11 ?IIII s I TJ Iill i ? I II it I I I I.?'! ! I;I ?ill !I II I l ?? ' III , I l ? I I I I u??l!I???? I Illi I ?'I 'II ' I I I I i III !? ?'I . " I I 11 5 Y S ; ? !! ! ! ! „ 83 3 A S A 3 A A I WO &i P rP h A l r _ e? ? 1 P ! S 1 I . ,. ? ? I ? +I I I I , I I I 6 i I. l i 8 ,II I I ? ? I ? !I:i' I I I I I I !IJ ! I u ?V I I d ? j 4 I ? I? II I l !11 11 II I I I ' .i l , 1 I I li ? ^ ? 'II I I I I II ? I I ??? I ?I li 11 I I I I I ? i I ?? u'4" I IIII ''I I II I I III I I ll ? 8^? I II I? ? ; 1 !'I y , §?? I ? I I I ' I I ? ` I ?I; I I 1! ? IIill li; l I C ? I ??l ll; ? I I II I II s r !jl (I . .I II ?j' j'; I ? ? II I II g la ll !. !I ! jll I ? I!II?I 1,11 I I;?I {I;I . Ilf i ? . !? ?I I; ?!II, II . I :!I?? II . ? ?, !'.IIi? i?, II ! I , ? !i II lll II? tI I I 1 ? r!II!I ! III 1V I I I tl I P.I; I j? I il ?ll I x iJt! j j _ !! !! ! ! !s L A A A s A s .8.1.E 59 r rs ,1: r, vw i ?Lkr? ? ? ...ter r ll t f?? }I"1?.1?* _... "fie f. ' &• W? qp -' ? „?..ud v, } II !; i1+11 ' ? fi RI llillfml I?1 (II! l? I I. I',? 71 II - II'dill rIr lill? II i+ll II' ?lo ili I F? I; - , . ,I .?1 I . 1 + f jii , . r 'I' . if 1 (I ,I :r . Lil +l l? !li! lip i ! ' I Irl??ll S II .LI II fill ,?,', -- = T `II I'I IIII ? x S? Ti, - I' IT J T-1 III II' i I II l 1 ql '17 r? III LII I I m _ - 1 111 s II $ I J11'l I I I. f I I ,, 'I III III I' 11 I ' - - = II i" - '111 I II I 1I I' i won n8 ? , I 1 ' I - i I I I - - it Pil I • III n ' I ' f4•loo?F?N?x I II '-'. I :1 . .I 1 I '11 I I l II 43S.KIV..,SO it :III II Al l III I I' III III ' Ili, lit . . t rc O I' I 1111 I I LI ' I : 1 1111 1 I it iIi I ill - I _=u °i, ?''Ii I n T I' .I. it I 1 I I II I I p! , I. ?1 I'.p'il II 'I I 1 f 'Il .1 l 1' 1, ?' 111 Ii li ,11' I. I I I III ij I.II II,1 ll . 11. it ' I1j .III ! it I II I' ; .. I I II I III T : I ? I II 'II I: 1 I 91 : -.. I II I II _ I .1 II j 'I I .Di 'II ill II I_ I L I I I I I I g - "III,I 117;1 II ? II III 1 7T I II III I II + Illl 111 ' I^6I." I 1 II IIIII ' „il I lir I, l ?+I I i 111 II' I IIII r II I lI II III II II I I I IIII ! II I , -- i'll' 1 + I! I II I II' 1 11 111 7 II I k .SP L 4? y • 5 Kf ? ?a 'q IIIII Ir •I II -li Ilj T 6 ;0 1? T 1 111 it li. 11H ih , 1I I I II ?i ' I " I,I Lli L "1 "j - II - III i I I l ll , l a - I I I i ?, G I, lilt it 1`111 I. II 1it T .., I I III G h' T '?I S -i I' ;t ^I' 'ITI ,u II Ilji rr - - - - I Iln l - - , ' r I I llill - - ' I tl II':•l !1111 II? 1 p',-, I It ::1 77 -117, i .'I' 71 71 ml -'I :I II' _ 'llr I' ll I . it J u.l !''. f,l' I L': r S F r' :? r - I ' , t u? li- -'1! i1 11 Q cq WOO 4W ± i/tl I} 'I II ''il ' :!? 1 11 1 ?-- ?I .1' II I I'1 : II II I till T- 7 Ol w uar.?u?1r. I ' 111 I? is I 'I'? ll1 l ? 1 1 r - - :l ;IF I i .U ' ', i u 1, -11 lu 5 ! Ill wiircBWU aj ?3 `? I ?'1 ?_ I III I I I 1'l I1 4 l! 11 1 ' li g . a r( ; itll :' -' ! III' - 'I - 1 ?- I Ill P" I - q-' dl -' ,I - ' j -I' II II 7 'jl ,a' 1 1i ? i11 I 1j :ll: P' _ p, I 1 a B t' ' ?Ii !ilt y' ? it 'nl tl lilt I1 , S lilt I I it ? . r? 1 II , 11 . - I I - 8 - '1 7,1 •I , I - T I II I III 111 III 11 I `` 1 11 I I 11 I II 4 I I ' rl ll III III III _ ?I Ilj I _ 1 I Ili I II I i III I'Iit f I? 7 1 •I I +$ I - . JI 111 'I 1 i 1 ! A fi s : s s , a - .1111, 60 1 n; 4 -? u ., l IIII? T??I ' 'II' I I!l I,I li illl ?III III j? ll " I i I I I ' lull'? III°?!I I'll ? lil I?I II 1 i I I l X1 1 1 - 'ii•I ?' I I I? T 1' I_'ll II '11 l? 1:.. (Ilil 1 II I lll 11,11 II' j ?I' ll' I I 'f ? ll„I?II II' I 11 I I I I I 1',11 l ,,11 I I 1!1 f 1111 III 11 1 ' I r,l,, l i -1P f ?llr Il I' 0 1 1 '. "II I I I 1 U I?, I R1Vi?:i; - t 1 , ,, ' I'I1 ' k l 1('l I i ll? ? 5 1 ? p I I I 11 I gill, .ill 'I llllrI I i I ll ?If ?m ' I " I I'. ?' I I 11.1 II' , . I' 1' 1 ' j? 111 ` I I? 111 ? II i 1 .1 111 "- I i !.' • 11 11 -? Ia s " ? u lil? I ali I' !i I ?ll' I'7 1i lo ,1 ,1? ? ° u?o ? f '!;1 .11' 'II II I - ,?I I' P - II `" u° , rl ;IITr I I !TI iG ?I I f I I : ?I, r T :;, 1,1 ? i t . ' ? y zw?aW o= H n 1 I 1 ? TI i " II r I Il ll:i .?( I II 11 1!i(' Iv , 'TjT 1 I k Sr ?? to a rv I ??s I l ..II ? f C II I? * i l ? , 'I i 1, l I! I'I twn' 1 ? ?O •u M V?U P3 C I 1 1 1 fl'6 1[111 I ' 1111 ill II(l ? i nn. lil I I l rp 111 T 11 (1 n 111 u u o 111 f I .I - ? 1 ? 11 II NO R NO III • II I (l r 1 1 1 1i1 ? 14 I lil 1, I t I 91,8 ?r F I I ? I 1 (IT ? !; i? iT li, . i?f ' ' ? '; , 1 ; li I ? 1 ; F li ,1i 1 4' fi li ' ,1 1 ? III 'T(I ? i(I , - ? ?I , 1 q 1? IIII 'r d ?'1 III l 1 + j1111 ? I _:1 ' 11R I I i n ? 1 ' ,!I I III D I oll IG q p1II T I T 1N 7 tl I I I n,M I I 'i "IIII rll ( TIIj • •' T( fI 1 ' II u I ' Ijl . i I .IIII ui! iil ITII I 9 t• 1 I II r1. • 1 P 1 Ii T) i 1 I 1 ' f T > x ' I I I , i i I ? II 1 I ? II I i - ?ilCl ? ^ I I I n $1 I 1 I I I , N I j j iIiI JI I I ' I, I I ? j l ; !ijl 444 L ll I, ' I " 1 I i III ? IV ? . On I I III I ll ? I Ip I? I I pn 1 .III I I I I gg omb ,'1 111 1 I I II ? I ^I I I ? '? f I 'i II I I II ? I I S I? '1 I I II I III I I ? ? I?'? II ? I W !III? I'' L I l a 111'111 ?l ? l ?p ' ,ll? i?l ' 1' `I ? I ?I ?:, , ?III III IIj ' i?IuI I ?I? ? Ij 3 i ?Ilill,jll ? I I II ' ,I; I '( ' n. I III i I Il I li I I iial? I??I ? 1 I II ;li'I III lji (Hi ll ? 8 ?$ $ 8 R PS •A YR 9 A R ` t SAVO FE e •s•a•a s - _ ? Y se A fA -:-i ?11 IT lilt II R I IIT '" -rT- I II Ti I I ICI Iri I 7 ?'fr° r' ul? ! ?i I I I 1 -- II 'II - 1 11-I - I F i ?r Il Ti 1 rll ll - 1? xi l I, 1jl rrl?? r i L1 II - li .11 - Tr l'il . 1 I I i. I ?11jOm - III _ ? .I 11: 11 I E ' I I ; I°I ,. 1 III 111 II r , I, 7E r 1 I _ ?? I _ 'll, I ITI 8 r T I Ali' 111` Jf X11 nj In _, . _ it T -- . F ° °:- It ':11 1 III I I ,1 .II r - I r 11 1111 c z _ 'NFU n? 71 17 "'I' rl I 1 111 II .1111 11 !I _ _ _ 1 I II £ ? uw ua - ?? x? ^"i '}. l 8• te I ?r ; 'II ',, 1l. ,I 1 iii I l ,i11 li1 ' - '11I1 1 1 - ,l _ it I, I , '1;'1I ;I'III I II 1111 11 - ~ il, l ' W ? u° rc a rr h? ?? a o , 1 I R M m t - .IF i!j l i lr lh ' I I - ? r ,,1 ll ,11 z ',. 'L .11 ';II 11 j 11 i1-i 1 11 e i' i _ I ? ii' 'I' 11 'III 111 Ij i'I? -n T: ii 1 Nil II 1 1 q. :'11 1 1 II 11-_ W i ff ! - - I ' I?II I 1 • l I' l l l 11 1' " ' Ii I I II I 1 I I ? 'I 1 1111 II il 1 1 I 1 d' 1 11 I i ?? 1 11 ;I i 1! 1 !I I ' -- _ . 1 1 1? 1 , ': .111 I 1 II I! II 1 I 1 ll •r 'r I I' I'1111111 '!I 111 .. II I I _ 11 I 11 I''. 1 it 1.. ': 11 II 1 '1 y p q 1111I4 !a11 1 III I (l ",, 1i II p IIII II ,II 1 p. rl t 1p T IM I' a v'f, II `I il illl ?ll II IIII II wII ? I I I 1 I'I III IIIIII 1 11 Illi I I 1 ?i? 1. .i '.II - I1? {- Ijl 'Il , l il! n 1 1 _? 'i-1'? 1 O ill Li 7! LL 111 '- •I 'n 11 1 B II II "( III. I P'I 111 111 I fl . I I I , ? - I HTFill ..II II V. I 1 L i? i? Iq 1" I li. •11 ^ 1111 II II - ? - 0 1 u I {{r I ? 1 ? _ II 1 11 I .nl 11 I R? 11 III IIII I?i I I I! . (((j 1 1 1 I - 1 ? 1 1?1 11 911 1i ,;1 111 ? - 1 - 5 4 I ' rr1 1 1rII i. 1 I I' II IT^ III I 1111? 1 Il r jil Il r ' T 1m? 1 "au ?I T ?oolo - - il m 1_ -IIII IT l ,}1i I'l ..i.lp a l 1 11 r. dl n11 lI U - n °;?o•? ,i zU u^si° „II O a 'I I - ., ul ?1 r ?{r iT - I . 1?11 II ?1 ry 1?I I " 3 1 - v° d '' 11 I I I 11 yi 11 .?. _,. ,. _ • -j. , I • I if "I r? 1, II `d, ?1R - 1 '` 11 I I I' Itl ,7 l't l 1 ,,x,1 -il 1,1 111 I I Inl..l III I I -' •, I 1 w - i 1 I j I 1 I I I .. j I j KI 3 MM, f N 77 7 »j F L'I 63 i, I I 'ry •?. •3. +?i" ilt f :?+a.. ??i h.G ?I?r;laY' 7.,G. LnM ?'ili t??.iJY`?/Ilyk? ? , l,.t? Lfi 4 ?4 y 1 ? ? I ? I F ' , 3 "F4 rY F t 'I 1 41 'I 11.11 I ? ? ? { I I III SCI i IIII I I 111 I I e ° ? I I I I h?111 ' { i I I ? " 161 I'IIII II I I I II I § 5 ? j? I I 5 5 , 'II il' I ' I 'fill I. I I ?p 7 ; J ? oCi? I ' 'I 11 I I 4 0 o aP IIII' ?J 'IIII 5 ?e g s a? g? °?? ,. h'1 I u b 'I; I I I ,I'ilGi II I II 'i I ,V14,? ' 1 I II I IIII II I., 1 1 5 e n l I I• II 'III PQI i I f I •? li I'llll ; ' I I c il li '!l I I I I Ihl I I 7 g g g g 1Y9?49 ? ? ??S SH ? $ ? 8YS :4 9 9 A « _ ' ? if ?IL,?i?ll II;!??I?II {{ I??i ?I II! Iii l!ill li?l? ?I{? III! II•'Ir'; • Ili',?IIlI ; I - 11 fi l I 'If ' Ill 1 ?1' I ' al, ' I Rlrl l l I .• I II ? t 'Il l . i ,1•; iu B • I II "1? I I tln .11'' "'I 11 I " I , I'll I li llf? r 11 iT1! Ili!' rl.'l I llli p I I II - q L I II: I ti 'In I I I :II n 'I 71r. I I Tm d " d. I 11111' 1. t ? I I I L. • I 1 I I 6? 1%( mIt II III ' l l ' I"I I - r 7, U , III 1 Ii IT?I I I I•II f 1 I 1 d1 ' I' ' IT7 S ?+ '11 11 11 ?i j 1 1 IT S iF: g ?9 `I u . T p I I I I ? 1 I I '3 F I 1 .1 11 11. 'I I N J. 1 11 1 11 II' 111 1 II . , f 1 p.. I 1 111,T I I ?T 1' I ]I 1 I11 11 ;11 III ih FIT RI III _ II I I1 gl q ! I T 'I' ' i Jill •I F oaR ?? II h 1i1 P I Ij l, T41 :? ¶'' r t1I li 1x1 111 T tll - 8? p ??' '??s T I g p qi Ipl G'' I , U IT ' w I 1 4 'U' 1 I I '. ' !II 111 1111 1 . « ?? ? .11 11'1' 4 i! I: )_ d T l T-11 I!I I1I I 'Tl l I ; ..1111III PI, .. I1 ill 1 _ ?!T • I ~ III mq 1 1 I 1 6 III 1 f. L1 , $ r lu i ?l: l 1' lill q: Il I I' I 'i I I I ? ? , , 1 1 ; ? I I I? 1 { II II ? I ?l I -? I r l u t , 1 I srll ,' ! A il. I'? '.Ij I I I ? ? ? :III ll l I I I . i ?.j l 1 1 1' I I ll, l I ?t ' 111 I 7 `Ili' .II ? II T T : I I P? III 111T I l L T { I? I I , II I Irl I ? ? I. T 1 1 I 1! ]•1 r{ I I 1 'I .I , 1 I . I I u' n,I I ?? I}I} IIII I I I I ? I I? I _ 3 p ?? ' ? A t t? i Y i f 11 . « .. « « 3??. tiro ?'1 ta1 r 71 , YZv ,? ?, I ?11. IIII I ; 1 !?i III 11; I': I IIII uI di jIj ?IJ I I III I i ( W i l i _ T - e '.III III II ,:II I I ' 'I I I I III ' I I II? : III II 'fl? ?I il i! ' 1; I II - I r ll d ? '1 ''I;I I I III II ' I?I alil I I ,III I II I ? - ? I II I : Uj l,il I I 'III I II ? I I V'Ii I I! I? I, i III I I I 3 i1 1 11I I w a j III I II ? i ? Ul III I I j! I I 'II ? ?o a II ?q6' .. U'll!j IIy[I- I l? ?W I 11 Il ?I i : I II I II ? - ?? B? U 'III! I I I I:' I III ? III II IILI ? I t I ' 'I I 11 ? 1 l 1 7 li• ?"a;? J ;'?:? I ' '11 1!1 ? L"' I . , ? I h -' ? ' l ! '1 5 ? U ? ( ' ? I I ? ? u q p il Ij1 j I I U I i u I ? ,j ? 1 I j III: ! I I I ? ' ;' I I I I I I I I .11 II. .1 1r I ??1.1 ,' ,, I: 1 ?III uI Iii IIII i I' ;1 li'?I lt ill' I iI I I ??` ?.rM r+!`_ t ??..'' ?:?.. !''•?.-?: h .:._ .?11•.,.<i? +??-r^.^`'S'c"?Y.'.l?. d=;R1 -..}' ??., <ta '?ri'?j?`f';?"Sj????t I; r GI r i' t t .+rti+' "Am I' ll I ?•i ' I III II I P' ? ! pl( I ' I Io ,,I1 I I ? I G,' II I'I II I II II ; ? 1 II! ' I, 1 I p. 1 1 j 1 i l I!I I I! I Ij III I , ( I ? . I ,Il ( l ?? { III(1 u II 1 IIII ? I i ?:I ! r l ? I II I I I 1 4 I?'.I ? 1 ?.1 I . I V II (I I ,^? I I I I " II i uI t6Pl w _ r ! I II ( II ? 1111 1 11 1 j ?llll .? T l ? , I,i ?? a ? ? ,I' I I l II ' i'1 ; ;11I;f jl I ? 1 II ? I I 1 f ) ? ' ' ? a.t ! { 4 I I ,I"??~ ( C?..? I°i ? y _" II 111 711 II ?? 1 11 '11( ; II ?1 II I I71 ! ul ? I I I 1 ( t 3 ? I.pp'I I'I I!: ? 11 ? f I! "1h Ills '(l V _ 7 'll! I l ill { 1? ?? ?11! ? Li : ll ! {{?I ? l 1 j u' I I 4 ' I 11 y !{ 1 lui ?lnq?ll.I{`?l lili IIII l i !1 1l.I l 1.1 l II. 1 1 ? ? 1 p y1 li 1 1LI (; 1 ' fl 111 II 1 (( 7 111 1! 111 11 I , I a ? 1 ,: I, ? ? ? 11 ? il u ? l l 111 1 { 11 I l ? I {' 4i 11 ? 11 1! 1 . 1 { , g , II I u I ! jl l ( lw' fill ? I is i?? ? I i 'i ?? i I I II I' u' I I I I I I I - _ m ! I 4 1i I I II ? III I I : l III ? ? I I I il I y p ?i' I I' ' I I i ?„ I C I ? o? ' IC I I ,III I i III! I ? 1 ' I I ? Ili 0 ??? 1 I I ?I u y 'II! o'iJ Y?? III i ? III II ?I ? I uul? I II ? i Jill I ' l II I? III II I. it I _? I; ' ; , I I II I I II u ,a ?1f1 I ??I? I I i f li? 3 ?,, I I I I I 7 Q Q Q Q Q Q B S S 'i i i 9 S i 9 Is 'd'7 65 F A, q i He,,,>,' tide A % i APPENDIX C . . p. Description of Hydropower (FERC*) Projects 1. Cabin Creek (FERC number 6151-000). The proposed Cabin Creek project is a less than five megawatt ,?91f development on a tributary to the Hamma Hama River, totally within Olympic National Forest. S.V. Hydrotech of Reston, Virginia has taken over the project from Rainsong, the original proponent. An order was issued by FERC granting an exemption from licensing of a i- small hydropower project. This exemption was subsequently withdrawn by FERC and the proponent was ordered to submit a license applies- ti Thi -"' '-. on. s was done. Subsequently, FERC requested more information, which was provided by the applicant. FERC is evaluating that infor- 9 n mation. - - The proposed project would consist of 60 Foot long, six foot high s diversion structure, a 7,000 foot long, 30-inch diameter pipeline, a powerhouse,. and a 20,000 foot long transmission line. The quantity r»'. a r?-^d of water to be diverted would 45 bi f cu c eet per second. No major S problems were noted in the draft and the project is above the anadro- mous fish zone. 2. Cushman Plant (FERC number 460) a c '.1 ?• % The two Cushman Dams are located on the North Fork of the Skokomish River and were originally granted a 50-year license in 1924. Since _ the expiration of the original license in 1974, Tacoma City Light has been operating the facility with annual licenses issued by FERC. r;y The current license requires no instream flow release; neither do the applicable state water rights. Because the lower dam diverts water to a power plant on Hood Canal, the North Fork Skokomish River is normally completely dewatered just below lower Cushman Dam, (except for some minor seepage and tributary inflow), consequently anadromous fisheries have been negatively impacted. In the late 1950s, the City of Tacoma provided funds for the construction and operation of the George Adams Fish Hatchery on Purdy Creek (a Skok i h Ri b om s ver tri utary). w ? . _, The upper dam forms Lake Cushman, which covers just over 4,000 , acres. The dam is 235 feet high and 1,111 feet long. The active r? r !. storage capacity of the Cushman reservoir is 453,300 acre feet. Tacoma holds a water right of 1,000 cfs for power production. + r4 i ,?91? The lower dam forms Lake Xokanee which is 70 acres and has a capacity of 8,000 acre-feet. This dam is 175 feet high and 460 feet long. ' s {n.,?,tf 9 t +F'i.°:•'.?'s?? ?..x.,?'?/ Tacoma also holds a 1,000 cfs water right for power production for this development. . •Y F , 'i. ?W,„? *Federal Energy Regulatory Commission. - 66 - $;;?• Discussion between the various entities involved is needed to 4 ? clarify the problems and work towards a solution regarding habitat v loos, operations, and mitigation. 3. Elkhorn(FERC number 6002) _ ? - The proposed Elkhorn project is located on the Dosewallips River I .: approximately one-half mile downstream from the boundary of Olympic National Park. Jefferson County PUD #1 is the proponent. A preliminary permit has been granted by FERC and studies are ongoing. - - ' The proponent is collecting data and intends to fit the project to the resource instead of modifying the resource to accommodate the project. ¢ Although the project would include a six to ten foot high diversion S, structure and fish passage, WDG personnel feel even this would ' v ? restrict anadromous fish movement up the only river on the Peninsula s ? east side in which anadromous fish reach Olympic National Park. A 10-foot diameter tunnel, about 6,000 feet long would carry water l { g _ from the diversion to the powerhouse at river mile 12.5. Most of the specific design characteristics have not been determined pending the outcome of the various studies and evaluations. ,I , " t 4 4. Hamma Mamma River (FERC number 3178-002) The proposed Hamma Hamma project is located at approximately river a mile 2.8 on the Mamma Mamma River. Mason County PUD #1, the propo- " neat, has filed a major license application and has completed a State Environmental Policy Act (SEPA),.Environmental Impact State- ment (EIS). Additionally, two scoping documents have been filed by n FERC. The revised, proposed project would consist of a 15-foot high diversion weir; a 6,000-foot long, 10-foot diameter lined tunnel and 3,000 feet of new access road. The bypass reach would be 1,050 feet long. A reservoir of 6.8 acre- feet and maximum depth of 12 feet would be created. The bypass reach minimum flow would be 30 cfs or natural flow (the lesser of the two) and minimal and maximum machine flows are 120 and 800 cfs, respectively. General areas of concern expressed during the scoping process were: (1) need for project power, and (2) fish and wildlife protection, principally instream flow requirements for anadromous fisheries. 5. Jefferson Creek (FERC number 5901-000) Jefferson Creek is a tributary of the Hamma Mamma River. The proposed project would be located approximately one-quarter mile downstream from Elk Lake (at river mile two). Mason County PUD 111 is the proponent of the project and has applied for a preliminary permit. Western hydro has filed an exemption application. - 67 - The proposed run-of-the-river project would consist of a 60-foot 1 long, 15-20-foot high diversion structure; a 8,000-foot long, five- foot diameter penstock, and about four and one-half miles of trans- ` ,'.. mission lines. Installed generating capacity of the facility would - be 6.3 MW. The structure would be constructed with unregulated a -? overflow in such a manner that would spill flow in excess of 185 cubic feet per second. .ir. The proposed project is above the anadromous fish zone. • 6. Jorsted Creek (FERC number 7673-000) ,- a Jorsted Creek is an independent drainage flowing into Hood Canal approximately two miles south of the town of Eldon. Water Power, ,., _ Inc. (WP, Inc.) is the proponent and has been granted a preliminary permit by FERC. The proponent has indicated the intent to - + surrender the permit. . t + p t The proposed project would consist of a ten-foot high diversion dam; , l - a 6,250-foot long, 30-inch diameter penstock; a ten-foot diameter by . il g 40-foot high surge tank; a 5,700-foot long penstock, 24 inches in ' diameter; a switch yard, and a three-tenths of a mile long trans- i mission line. Capacity of the generator would be 590 KW. No data are currently available from the project proponent on diversion ,. flows. r This project would be located within the anadromous fish zone and instream flow requirements will have to be addressed. - -? 7. Lena Creek (FERC number 5549-000) Lena Creek is a tributary of the Hamma Hamma River flowing out of : p Olympic National Park. Hydro Resource Company is the proponent and has applied for a preliminary permit. r The proposed project would consist of a diversion structure (of as yet unspecified dimensions); a 5,500-foot long, 36-inch diamete k " " r y ti is ; a ; a 1,500-foot long, 36-inch diameter penstoc diversion conduit ; powerhouse; and a 12,000-foot long transmission line. Total rated -" ' - capacity of the generator would be 4.0 NW. The proponent proposes .{ a bypass flow of five cfs. ?- This project would be located above the anadromous fish zone. 000 6 8 ?+ £ . 7- 2 Project evidently is in competition with project 8 Lena Creek (FERC number 6287-000) r . ?f ? Yr? ,' i} 1v The proposed Lena Creek project is a less than five megawatt development on a tributary of the Hamma 1(AmmA River. Rainsong " "•` _b+ru n Company is the proponent and has filed a minor license application . The stream is subject to roject of 5 MW or less) with FERC (for a lis, y i -, ? ? . p t , r d Po°,k 4'? a minimum flow of five cfs. -68- '?' 4e ?' 'r' -'SS,Y?tr +,'3 ??yyyy+nni , r ? ? C hh^ , r - ? f 1 i U1 f 1 1? ,F 1 'k ? i " ? ? y ` 'y x 4 d , , 1 The proposed project would consist of a diversion approximately 6 foot high and 40 feet wide; a 3,000-foot long, 42-inch diameter " pipeline; a 3,500-foot long, 42-inch buried steel pipe penstock; a ?^ - - 1,296 square foot powerhouse; and 32,280 feet of underground trans- • ' - mission line along the Hamma Hama River road. The impulse turbine , would produce 5.0 MW. No diversion flow data are currently -, available from the proponent. _ Y i; The project is located above the anadromous fish zone. Seven thousand feet of access road would be constructed for the facility and about six miles of underground transmission lines are proposed. J 9. Lilliwaup Falls (FERC number 3482-001) The existing Lilliwaup Falls project is privately-owned and is located on Lilliwaup Creek, a stream flowing directly into Hood - Canal. A FERC order has been issued exempting the project from • licensing because it is five megawatts or less. A water right has { - ' been issued for a maximum of 70 cfs. Y g The project is located at Lilliwaup Falls with the discharge being into the plunge pool at the base of the falls, thus minimizing disturbance to anadromous fish. g ? 10. Rocky Brook Falls (FERC number 3783) i ?i The Rocky Brook project is located on a tributary of the Dosewallips River. Rocky Brook Electric is the proponent. FERC has granted a minor exemption and the project is under construction. C 1 The completed project would divert water around Rocky Brook Falls. F ,g - Rocky Brook supports coho and chum salmon, and possibly pinks, but these fish are restricted to an area below the powerhouse. The ht i g project has minimum flow requirements of five cfs and a water r t permit has been issued. No current diversion flow data are avail- -? -, ! able from the proponent. - 69 - a 'AA ti WDG - Washington Department of Game WDOE - Washington Department of Ecology WRIA - Water Resource Inventory Area WUCC - Water Utility Coordinating Committee WWIRPP - Western Washington Instream Resources Protection Program -70- .p 1 r t1 ? tai r X F ?' X RM - River Mile USFWS - U.S. Fish and Wildlife Service USGS - U.S. Geological Survey WDF - Washington Department of Fisheries APPENDIX D Acronyms BPA - Bonneville Power Administration CFS - cubic feet per second DSHS - Department of Social and Health Services EIS -.Environmental Impact Statement FERC - Federal Energy Regulatory Commission GPM - gallons per minute IFIM - Instream Flow Incremental Method IRPP - Instream Resoures Protection Program MW - megawatt NMFS - National Marine Fisheries Service PNPTC - Point-No-Point Treaty Council PUD - Public Utility District BRINNON WORKSHOP, MARCH 7, 1985 ` a a a a a a a a a a WATER RESOURCE INVENTORY AREA'16 SKOKOMISH-DOSEWALLIPS BASIN Washington Department of Ecology Doug Rushton, Planner Water Planning and Management Section Mail Stop PV-11 Olympia, WA 98504 (206) 459-6113 k i f, f r'°_ i• '? e ° 1 ?? r k' li - i ? rl , 1i tri alio SETTING STREAM FLOWS h Proposed Control Points Map 6 a„ List of Hydrographs for WRIA 16 Streams 7 Hydrographs for WRIA 16 Streams 8 -20 FISHERIES METHODOLOGY - IFIM Fisheries Timing Chart zi Timing Chdrt/Hydrograph for Hamma Hamma 22 Fish Curves 23 f ` . ??i '?1m/ V 1 I p 4 tl{. Rfi iM 'fx4f?K „ r f RZ' ?? 1 i Y v j", 4gb ?"' ? Y? I f V`?h\ f 4? WY h? a [? '? INbY ? ?)„ uS4 ,?' gal?? r ars+?31 OFF~•?.?v? ?i ! 1 , I?' ?I ? ?y I ? i' I, f ' 7z » q ? A ? II I? ? \ I 1 ,4 ??x ?.?"f7 I I 4 1 1 ry ? t D R A F T ' r ' t _ STATE OF WASHINGTON -` }= DEPARTMENT OF ECOLOGY Mm15tgs PV•II - Olyrrola, Washington 985W . (206) 459-WX) Washington Instream Resources Protection Program Skokomish-Dosewallips Water Resource Inventory Area 16 - Schedule - March 5, 1985 ik - March 7, 1985 March 21 March 26 g April 17 April 17 April - May 1 May 8 May 8, 15, 22 May 29 f July 10 July 10 - 24 July 24 j July 25 - August 2 August 2 1, o r i i Brinnon Public Workshop Fisheries agencies final flow recommendations Ecological Commission Briefing - Lacey Finalize proposed rules and prepare public notice State register due date for proposed rules Finalize, type and print draft report State register publication date; begin public review; send draft report to mailing list; request Ecological Commission advice and guidance Hearing public notice dates Public Hearing - Hoo4sport ? 6NZH ? QaRtuuo End Public Review Respond to comments; in-house review; final typing and printing Distribute final proposed rules Public review and final comment Adoption t, '?' °ti 7 5c r, d°' ;c,GV tr a - t? ?s r. u T n r fan r 1 1 I; t4n t t r t ? r i? ?t !'Y378 N. y s: ,a t r , x }? a u ???`f i f i '= t t? ii E k i 1 a ? 32 rte, t#R a SKOKOMSH-0OSEWALLPS RIVER BASH z. •,ti s? •?2 • 3 Walk 16 •y J roger y ? '' ••..-. -0 R i P 1 Cebin Cnek - FERC8161 }? , t c? ` r l,l • - 2 Cusbman Plant - FERC 460 3 Elkhorn Project - FERC 6002 t' 4 Hamma Hamm - FERC 3178 i •? f I? ' ?` - 5 Jeflereon Creek - FERC 6160 6 Jorstad Creek - FERC 7673 ati _ ?^ , ••" • ••••? 7 Lem Cmk - FERC 6540 8 Lens Creek - FERC 6287 B Lllliwsup Falls - FERC 3482 i 10 Rocky Brook Falls - FERC 3783 F 11DoaewallipG - loccation noC Get. k9 Federal Energy Regulatory Commiulon fly Y . 3 NOR" r$ I "I ? ? ? i r ? i ' k r7r h? • 1 ?y as " ty P r ta? r S t t?} _ SURFACE WATER RIGHTS - 5 CFS HINIMUH ' WRIA 16 - SKOKOHISH-DOSEWALLIPS Amount (cts) Rae Priority ?- Date Source 6 Flab propagation certificate 9/20/77 Tributary to Purdy Creek u` 12 Fish propagation 6/20/17 Weaver Creek 5 Domestic/fish " 515/41 Unnamed spring, tributary , 30 Fish propagation a to Hunter Creek . 6/1/55 Tributary to Vance Creek a 7 9.75 Fish propagation i n 10/8/41 Purdy Creek 10 Fish propagation n 3/12/68 ' Purdy Creek l , l';• 1,000 Power " T, 12/11/19 North Fork Skokomish s 5 5 Power to 5/29/52 McTaggart Creek a •, i - Fish propagation 1/5151 Finch Creek 4.5 Fish propagation n 11/17/60 Finch Creek . •, 7.9 Fish propagation n 10/6/67 Finch Creek " ' S Doxstlc/power " 4/20/43 LLlliwsup Creek s 70 Power permit 9/3/80 Lililvaup Creek 100 Hunlelpal-Domestic application 2111/54 Hamma Hama ws _ 50 Hualelpal-Domestic application 7/10157 Jefferson Creek »2 r •,° z ' ' 40 Power application 4/29/82 Naketlckeh Creek _ 5 Domestic/Dover permit 5/20/74 Tributary to Jorsted Creek y ? " 4,000 (ac.ft.) • Hunielpsl-Domestic application - 9/4/57 - . 6,000 (sc.ft.) Huniclpal-Domestic application Jefferson Creek ! 9/4/57 Jefferson Creek > T` 260 Dover application 4/29/82 Jefferson Creek " .?: 10 Domsstie/Ftah eerificate. 10/14/24 Hatchery Creek ,:. 1DO Hunlcipsl-Domestic Comercial-IndustrLal application 10/27/64 Ducksbush = ` 325 Power application 4129/82 Cabin Creek V, 40 Power permit 11/20180 Rocky Brook 30 Nunlelpal-Domestic application 2/20/56 Dosewalli ps J r,? 5 Fish propagation certificate 3/24/56 Walcott Slough fa a c m e " 4 O ~ O :3 o -? f '?`iYAd r H ? U O O m ~ W O O V V _ - h m P W U U yy IY p M ? o W L fi . r a L a d m m b + q F u w d y N ti py F ? ? PC ? p P3 m "? c PG v u r t r-' t a • p D r `Mi ? f ? }33 O Z -1 O N CD co ?••I M P? q 'T n 'D N co M 'o ca It m Ln 10 ^ In Ln ? r4 .o cq M n m ? r s m 1 rl ,4 Y .y kl ? m Y ?W p v ? m d .d w ti lei ? 00 ..-li tilf? r .c w H b m ? ro ? ? ? ? • ? N .o m ? ? ? ? ? m . ti ti a a4 o° ° ? c ? c y. ?r a N N M ?t ?1 ?O P 00 O, O ri ytl f. 5 MINIMUM .1 via 411 wj" to 1 Dosewallips River 12-0535-00 F? 2 Duckabush River 12-0540-00 i 3 Fulton Creek WDOE-0541-50 Y 4 Johns Creek WDOE-0549-50 r 5 Hamma Hamma River 12-0550-00 r r _ 47' - 6 Jorsted Creek WDOE-0552-00 F " 7' 4 P } - `•••., 7 Eagle Creek WDOE-0555-00 kA `e a?tw 8 Finch Creek ' WDOE-0560-00 m+'?, 4 YS e ??''tr :??? ti 9 NF Skokomish River 12-0595-00? 10 SF Skokomish River 12-0605-00 wpWe1L5?ry?? ` 1' 11 Skokomish River 12-0615-00 !u? tr1, ?"p?'r4? ?. Y ? ?h ? rY4 ?ll tY fr ?? ?i 1 { i . A' AC . f i I i p c ? ??? `7r T1 F+ 7 t t C l ! 5 t S? ? yy?? 1 +, ? r i 0 p?p t Hydrographs of WRIA 016 Streams Dosewallips River At mouth Duckabush River At mouth Eagle Creek WDOE-0555-00 Finch Creek WDOE-0560-00 Fulton Creek WDOE-0541-50 Hamma Hamma River At mouth (Composite) Johns's Creek WDOE-0549-50 Jorsted Creek WDOE-0552-00 North Fork Skokomish River 12-0595-00 North Fork Skokomish River (Natural Flows) 12-0595-00 Skokomish River 12-0615-00 Skokomish River (Natural Flows) 12-0615-00 South Fork Skokomish River 12-0605-00 3/7/85 7 M e'p U ad % ^?? -3 Y9t^1'I?'b+1 R M'ul.tt 1; Nf4 'Y A ? -t Y, S, i I Y i, ? t l ` ' ? y ? t } 1, r ! ,1 y qM1 ?+?': a?'?c ?lj yy •+ ??? ra ?Ir q ti r f `; i.., tr ? c5 vY Ap D i D ?• 0 >G 1? ? 1 a, U oooo •? __ _ _ - - DOSEWALLIPS RIVER - 9000 _ ? - _ _ FLOW AT GAGE 12-0530-00 PLUS AREA BELOW THIS 7000 -- , GAGE CORRELATED TO JEFFERSON CREEK GAGE sow 12-0546-00. 9000 GoOO -- 2000 - lOX OCCUR ENCE- 1000 _- Goo - - - _ -- - - - - - - -- - - - - ---- = -- - - - - GOU - - - - __ -- - _ - - -- 700 = - - -- - - _ _ _ 500 _ - - -- 5 0% OCC URENCE 400 - - - - -- god 200 90 X C RENCE 100 -- 9o ' -- --- = -- - _- -_ w 76 = _ - =_ -- _ -- w - - w w 10 JMUMY fUUUAA MWII APRIL MAY JU11 JULY AUGUST St"MEN OCTODU NOYIYICI OCCIM911 s e 9 604 700 k(f a V7 U. . V . t i 0 b• Ot ( o 100 7 . i ?57.vF+31 .? 43, Y r - z u a ?uC 7 60 -w b td ' I at O - - - DUCKABUSH RIVER 0 = _ -= FLOW AT GAGE 12-0540-00, PLUS AREA BELOW THIS e GAGE CORRELATED TO JEFFERSON CREEK GAGE o 12-0 546-00 . p - -° o _ 0 0 =' - _ - _ _ - _ -_ - =- - = -= = 10% OCCUR ENCE 0 - - - - - 50X OCCURENCE - - -'- - -- 9OX OCCURE NCE _ IAtUAAY f[ttUARY MMCN APRIL MAY Julia JULY AUGUST EMII OCTOtIt t0Y[Yt[A DECEMRI w0 00 top eoo coo tao 00 0 60 u 14 s N_ Al ?P d. C a4 H f 1 t• ?, ?wih .Y a1a I I ? D ? -•I i p u, - food wD g 800 Too t a boo r : 600 ' sad Soo a f t f f 0 ` 7 x CV 6 5 ' f O: 0 i m? = E D . u u ? y _K r , W i u ?NI f - I ?.? -i?xrcel • d L ? /,A 2? QS r e+A ,,,?{g;? 5n tl . 3 X?? ll lie .? 1 I I `, t' ", ? ? ` ? 1 ;7 t ? r ? ? 1•;?r r;, o 101 EK AT HWY . EAGLE CRE # WDOE-0555-00 "- - . - - = GAGE R. M. 0.01 -- - - CORRELATED TOt - - -- JEFFERSON CREEK NR. ELDON GAGE # 12-0546-00 -- - -- R.M. 0.2 - - _-- _ PERIOD OF RECORD: - - - -' OCT. 1957-JUN. 1971 = - =_ = .7 - - 77 - - - 7- 77 - - - - - - - - - - - - - - -" - - - - - - - 10 $ O CCU RR ENC E _ _ _ - - - _ = _ = - - 50% O CC URRENCE 777 - -- - - -- - 1 - - - - _ - - - - / 90 $ OCCURREN CE - - - - - - - - A- :- - - - - - - - 3 lAM UARY 1[f1UAR1 MARCH APRIL MAY lUH[ JUIY AUGUST [11[A'II R 0CI01[R HDY[NI[ R D:CtU1t R 00 D W t Ua, O _ o ) t h. Soo R too 00 x wk so 70 ?5.. .; y so LL & C3 40 vN i 10 H .. 8 E n u, G? 1 w .. - i .. -1 1 -- :_ FINCH CREEK AT EARSLEY'S HOUSE GAGE N WDOE-0560-00 - - - _ R.M. 0.2 CORRELATED TO& - - _ . - JEFFERSON CREEK NR. ELDON GAGE # 12-0546-00 - - R.M. 0.2 = -- - _- _? - _ = PERIOD OF RECORDt - - - =- ==_ - - - OCT. 1957-JUN. 1971 = -= - _- - - - - - - - - - - - - 108 O CCU RR ENC E :77 777 -7, - = _ _ - =- - = 508 OCCURR ENCE -7 e o - - 908 OCCU RRENCE )ANUf1Y [[HUAN1 WACN AI-NIL MAY JUN[ JULY t,000lt t/1[V.1I OCIOIUI NOVEMot1 OICtuIU eoo goo aoo • 'mil -- -. 11 L dt "-EF M? vyw > ti r )?. .rif ^Ia"F,7 x V ? ? t 8 . E y ?u 1 7'7 oDd goo w _ FULTON CREEK NR. HWY. 101 OE-0541-50 TOO - GAGE # WD R . M. 0.1 - - -- Soo CORRELATED TO: Soo '- - - JEFFERSON#CREEK NR. ELDON GAGE 12-0546-00 -- aoo - R.M. 0.2 = = PERIOD OF RECORDA 10% ' S OC CUR == RE NCE 900 _ - OCT. 1957-JUN. 1971 = - - - - Soo -- w So 7E 777 77 :7- OCC RRENCE w 10 . - - - - - _ _ -_ = = - --- '_ -_ --- 10 : .. .. - i . .._ : _. . - - 77- 77- 1 = - = - - - = . 90 B O CC UR REN CE _ - = - - - - _ _ JANUARY S0AUA1Y MARCH A1lIS MAY JUN[ )OtY AUCUSI lrytNll A OC10111 NOYSYA [A OlC[MI [A t J ?' s r r v a 9000 COMPOSITE HYDI HAHM& 6000 JOHN, r 1000 too r? .100 boo LL. V 8416 200 Ot 't t 'a 10 i O, t S r i 40 N . t? JAN A" FISRU APRIL c r?°a 5 J Y - ? u ;?r., as ? ?3 ? y ? '•1 J 0, I_ M i! A .. .. _ - - lo - - ` 10% OCC URR EN CE 7 7:7 I a - - - - - _ _ 508 OCC UR RENCE . F _ ._...__.' t _ ; :.. •.- is -, . -7 z 7 7: 7-7 ?7 .7 f T l JOHN'S CREEK NR. ROBBINS HOUSE 1- GAGE # WDOE-0549-50 R.M. 0.03 1? CORRELATED TOs 908 O CCURR ENCE JEFFERSON CREEK NR. ELDON - GAGE M 12-0546-00 - - R.M. 0.2 PERIOD OF RECORDL OCT. 1957-JUN. 1971 - • • SANUAIY /IIIUAAT MARCH A/Ill MAY IUNS JULY AUGUST IMIMILI OC101[I N OYIM/II DI CIMI[I M PY i e Cl 4 3X F Am t sod z xF. goo ' 100 to so 70 60 > N LL to C5 40 PAIN i to ^` } 20 q: • 51 t i, Su Y 7 yV e - • 1 w ? I. r C 1 .. . ••. .. •.: - _ .:_ ,. • _ •_ .:- ': - _ -_- -'- JORSTED CREEK NR. HWY. 101 - - - - _ = GAGE # WDOE-0552-00 = _ -- = -- -- _ - •"- = - =" R.M. 0.1 CORRELATED TO1 = - _- _ = JEFFERSON CREEK NR. ELDON # 12-0546-00 G - - GA E 0 2 R M = - - --- =- . . . PERIOD OF RECORD: 1971 1957 JUN OCT . . 10 % OCC UR REN CE -7 77 - 50 % O CC URR ENCE 77 7 0/1 = 90% OCCUR RENCE JANUARY fOAUAf1' YANCV At111 MAY JUNE JULY AUOUfI tm,"I1 ?'IOIU N"IV, OICIVItI and sao eoo f0D 15 P4 Lift F! I a. t ? ly k l ?' f ? yl '6x ?n i9 yr 3. r ;M ,4XE . "'4Y t V 9 . I !M1 ? .y y w I .K k Via, 000 • ` - -- - - 00•=` =_ - - - = H.F. SKOKOHISR R. NR. POTLATCH = = - oD ? - - _ - = CAGE N0. 12-0595.00 -= - - = - oov - R.M. 10.1 PERIOD OF RECORDt - - - == _ 00 APR. 1944 - SEP. 1949 - - oo _ _ APR. 1950 - SEP. 1979 - - ' W -1 A x OC -?_ CURR EN CE LOS OCCURPF.NCE '_ - - - - ---- 00 00 o _' - - - - - - 7*: 71 '- L- 7- 0 7 :7 _ 90X OCCURRENCE .. - - " :. . ' - - .- - - 7 -r ' ;VAAt 191RUART MARCH APRIL MAY JY it "IV lUDOtI mEmbl OC101I. N DYIVIII D ICIMIP 7 s s s s 0 ' a r? A00 Al8 . : t Jo r so Y • A so LL V a i ;F . 34 so %6r'+ T , r ft C 100 r OJ / I u d i ? i uC : o 3 "' :. 41 r h it 00 .:.- _ N.F. SKOKOHISH R. NR. POTLATCH (NATURAL FLOWS) ; -- -- 00 DACE NO. 12-0595-00 - - 10.1 PERIOD OF RECORD: - - - APR. 1944 - SEP. 1949 00 _ APR. 1950 - SEPT. 1979 - - -_ - 0 - -- - - - - - - - _ - _ - - - 1% OCCURRENCE -- 0 -° = -- _- - _ _ = - - _ - - - _ - _ - - - -- 50X OCCURRENCE 0 - - = - - - . - : 9 9% OCCURRENCE - =_ - _ - - - _ _ - _ _ •. .. _ .. __ . lANU1RY 111NUAR7 rY1CY APAlt MAY JUNK JULY AUCUtt [II[Y1f otlolll NOYfYl1. OfCCYl1l 0 0 0 00 0 d 4 aiyL 4 'J•+ :'?j uY F 100000 mom som CCS, 60000 Boom / -UAUX NO 22-0615-00 S s .. . { R.M. 5.9 PERIOD OF RECORDi f .. 9? l k 7000 All. y 4000 102 OCCURRENC 3000 2000 5OZ OCCURRENU -'7* $ gY?j'v tF;1 Oj Y[i fi 3000 too t u S goo Ste: Du i 700 sui R 5? goo . M I J. 1 17 too ? n{nmJ, ` ?' •C 4 t00oo•_` _ SROKOMISH R. NR. POTLATCH (NATURAL FLOWS) _ - = LACE NO. 12-0615-00 touoo =- __ - _ = R.M. 5.9 - - - = _ 60000. PERIOD OF RECORD: - = JUL. 1943 - SEP. 1978 eooot :- - - - - - - . 20000 '_ _ -- - - - "- - - - - -_ __ = _ _ = = - - - 12 OCCURRENCE - 10000 _ - - 1000 6000 6000 LL 4000 3000 ,? z:. 507. OCCURRENCE. , , ,. 1000 p 100 foo N , .. OCCURRENCE w ? 4i ' ' ?rk 1 . .x y ? 1 Y r'. yip ids f00co SKOKOMISH R. NR. UNION + soon - CAGE N0. 12-060 ry 5-00 aoao - - - - _ _ - A-H. 3.2 (~ _ _ _ _ _ - P ERIOD OF RECORD, AUG ;: • .;;. __ -. __ .1931 - SEP. 1979 2wo - - - - lOX OCCURRENCE 1000 SOX OCCURRENCE - - - -- - - Too - rr soo 700 loo = 90X OCCURRENCE 14 100 TQ 1 ? W _ - - - - - - - - - - ? L ' -i 20 n'• JANUARY /[7AUAAT -- '- -- YAACH Mall WAY --•- JUNI lUIT 4 i? S ' AUGUST M[YIL DC10lIA AOT[YA(A D[C[Y[ fib v [A I t: t MI r7 Y . -777 A yy pL i H ` _ Yd x TIMING OF SALMON AND SEARUN TROUT FR??°??'F?iNA f 1 r i SKOKOMISH - DOSEWALLIPS WATER RESOURCE INVENTCA Y AREA.# L? 4 ?. . 1 N hl 't FRESH-WATER ' MONTH •• SPECIES UFE PHASE J F M A M J A S O N O Springs Upstream migration Chk. costs Spawnkp Imragravel dowels, Juvnlls marlnp 21100 Juv. out migration - tutu" r FWI Upstream migration w si S ng W Inuegravw develop. Juvenlle raring Juv. out migration Cabo Upstream migration S s"I p na Inlragrevel develop , Juvenile raring Juv. out migration Pink Upstream migration Spawning • Intragravel develop. J il uven e roaring Juv, out migration Chum Upstrea i i m m grat on Spawning I t a t d l _ ? n r grsv op, eve ••.•• Juvenile maring Juv out migration „'T" mss Summer Upstream migration ^? >•*r Stselhead Spawning . Inlragravel develop. Juvenile rearing .. Juv, out migration Winter Upstream mi ration g Sleelhesd Spawning .. . Intrapnvel develop. r? Juvenile reeling J/ he. WI migration ' Sasrun Upstream migration Cunluat S wM ng pa lntra ranl de lo g ve p. Juvenile tasting v Juv. out migration Dolly Vadm Upstream migration awning Intro ravel de l ve op, Am. out mlgralbm 71 `J V r , ? t 5-" 'rl Y a'??'" r: aa! '. lt?llFJ?"`?jr . ' r ! l t S ? w ` t r ;. _: r i ?•, w C?.!',+? ! ilea i ?: A. tp?`?pq{'.:.'Tt yq ? tr a w W n Q 41 Y 1 O LL Q W w 6 C x 6 x Q x x 6 x 2 O Q J W 2 J H i z a H rc a LL Q Q Q z x x c x z 0 a 0 s STEELHEAD .? i H U w 3 LL H O O i Q W x W til N m o v z 0 r LL ? x U K o z 0 W r LL H 3 Q W O O ? > W LL N Q a o c r. N a x O a c x o z r 0 Q J s LL u z 2 O LL O O n n O O O O O O O 0 0 0 0 0 o u a o 0 O 0 N Yl W r d W N N OI N V) b N Ill • H H N w w SJ6 •-S HO LLF- ? LLWK +OOn LLI- ? 0 o 0 o o o o 0 o o 0 0 0 0 0 o a o 0 0 0 0 O Ip N m V) D b N m • ' wl A N N N ? •• iJ6 r'y HO • LLM ? ?.WK wOOn LL? 0 o a o 0 0 0 o O o a o n o v ? v o a o 0 V H 01 H N YWI h ? N N N .• w w .. SJQ wi HO LL1? ? LWK rO CIO LLf • Y p° z U 2 2 3 i tll O C i Y Y 6 a Y 4 s O 2 O U (? U O p Z m = ¢ IO `? Y O LL O O H N 3 S m U m ?4? w • Z LL J iu = ? 3 N W N ¢ O ? U m O n •+ p ¢ O n LL 32d ° •-? N W LL Wh• J I I ¢ ? W 2 W ¢ J •+ t i II r. t C ¢ ¢ T O = W a ? p m a ¢ w ? Y y O r m 0 O 1I1 a N m • LL O = m r 3 m J LL N O O ? ? o o ° 0 0 0 0 0 ° o II°1 ° ° °O U 00 O U p ° i°6 r= yIp • y,H • lWK X000 LLI- • CHINOOK. SppWNING & HOLDING;.,)UVCNILE COHO & CHINOOK ? m m m z n .• 4. O O 0 3 N YY ? m • zm LL T. U O UN O .2. S Q n 3 O .. O Q N a J u LLoa N W .y V .2. I J ? I J H ¢ O ? W N 6 L o ° o? ? o ? °o N ? ? ° ? III f m m W N Y m m cri a ? .. N r6 •-•2 IqO • • WC .• 00 • ° 0 0 0 0 0 °? 0 0 0° ° O Ip W II n N H N .O. .. r r ? 376 r2 NO • W?. • ?.WK .OOO Y.F ^av;' SPAWNING COHO, CHUM, AND PINK SAUION 0 0 i ? ' d Z 2 j S 6 a w a p o u LL Q W i I 2 I w. o J 4' Q LL L • Q L L 6 i ° x O ? O O O Ob O ° b p ' p G O b ' b m ? O b N w y I•I N N r r ?., zoo r z .np s wa r o o" LLB- . ? O o O o • ° L u , a w ? i a u z m o z z a v i a III o N UI a 2 a V LL b 'N o LL w O Z 1I1 r a O LL u rc w x y, rc 2 r ? o ° a x ? LL o J 6 N a LL L a L x N L ¢ a S L L o r ¢ L i L 2 i r a ° 2 p o o O p O O 0 0 0 o o O O ° ? O O ° o O v o 0 0 0 0 0 ° O b b N O b N w A N ? b r I.1 O ° 0 O O O O ° ° N ° W III I.1 N N r A r In n N N N m w .r. r 204 r? NO • LLH . LWK r000 Y.F • .. ? ^, -'?' _ ?'?"" 206 ••Z hO • LLH . 6Wa r000 LLH 1 r f' 4t' t ?? i , 7 1 ? ? I ' lv? ? ?: I t ??',4'd1' 4 qg9 PROPOSED FLOWS AND DRAFT REGULATIONS WORKSHOP SKOKOMISH - DOSEWALLIPS WRIA 16 BRINNON, WASHINGTON April 18, 1985 YYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYIYY The primary purpose of the workshop was to explain and discuss: 1. Proposed regulation and flows for WRIA 16 (copy attached) 2. Management alternatives for the Dosewallips, Duckabush, and Hamma Hamma Rivers (copy attached) f: cAr Presentation: a Rushton gave an Instream Resource Protection Program overview, a synopsis of public involvement to date and discussed the purpose of this meeting. Slattery went through each section of the draft regulation, answering clarification questions at the end of each section. He then presnted the management alternatives e for Dosewallips, Duckabush, and Hamma Hamma Rivers and opened the meeting to discussion. Major Discussion Topics Clarification of some of the flow-setting and regulation language. (Steve Ralph, Point No Point Treaty Council; Lyle Tinker, Lazy C) Several points on minimum flows/closure impacts on domestic and municipal water supply a. Ground water in hydraulic continuity with rivers or streams. (Tinker) b. Fish should not take precedence over human consumption. (Tinker) e. General questions on water rights and reservations. (Several) - How can a municipality such as Bremerton retain an inactive water right application on file for 30 years? (Bart Robbins, Hama Hama Company, directed to Walt Bergstrom, WDOE). Response: municipalities are a large public trust, a special case. w'DOE has prepared a letter saying readvertisement for those rights will be necessary. Recent laws. such as SEPA will have an impact. (Bergstrom) 0-17 - - Impact on fish of "lopping-off" peak flows? (Donna Simmons, Robbins, Hood Canal Environmental Council); Depends on level of production, help restore habitat (gravel, over time floods ld be cumulative Bi c , , . g ou cover, etc.). Knocking off "good" fish production high flows could xr? eventually lower the average production. (Hal Beecher, WDG) r - Closure regulation. To be re-evaluated in five years. Proponents could come to WDOE and say they have a problem (eg. not enough municipal water supply) and WDOE will re-examine regulations and flows. (Ken s.. % Bru ya, WDF, Ralph) Review period seems to work one way - - once a water right is given, it is rarely returned to the state. (Gordy Zillges, : WDF). r ? , - Hydrographs. Period of record is inadequate for the Dosewallips, as is one year of IFIM data. (Tinker) For the long term, say several S hundred years, the period of record may indeed by inadequate. We may be in a 20 year "dry" period. (Jon Day, Seabeck Shellfish Farm) ' General t . There were 30 in attendance (excluding WDOE) and most speakers indictaed a preference for a high level of protection of streams and rivers within the basin. 8 Concern was expressed about "locking up" resources that might be needed in the future. Detailed notes on questions and responses are available. Representaives from the following attended: Lazy C Club, Simpson Timber Company, Hood Canal s Environmental Council, Mason County PUD III, Hama Hama Company, Washington Department of Fisheries, Washington Department of Game, Point-No-Point Treaty Council, Friends of White Water, Brinnon Seniors, Tacoma City Light, and Seabeck Shellfish Farm. Facilit The meeting was held at the Brinnon Community Center (Booster Club). The scheduled meeting time was for 6:30 p.m. with the actual workshop to begin ,•, at 7:00. The idea being to allow set-up and thought gathering time. The contact person, Nora Flowers, did not arrive at the Brinnon Community Center as agreed. q ( °. After several phone calls and a little panic, the meeting started about ten minutes late, with no apparent ill-effects. The Brinnon school is an alternative site for r meetings. 4 Recommendation - IRPP staff meet with WDF, WDG, and PNPTC again to firm up their flow and timing recommendations. - Keep Ecological Commission informed of progress. 1RPP staff finalize draft regulations in time for public hearing "Q 1985. on or about June 7 ?T4isia 5 ?1`r DR:tf i t r - c , NEW SECTION WAC 173-516-030. ESTABLISHMENT OF INSTREAM FLOWS. ` (1) Stream management units and associated control stations are established as follows: Stream Management Unit Information Control Station No. Control Station by Affected Stream z ?f Stream Management River Mile and Reach(es) including a 1 Unit Name :rction, Township, Tributaries - and Range 12-0535-00 .4 From influence of mean *'{? Dosewallips R. .sac. 2, T. 25 N., annual high tide at low - i t ' R. 2 WWM instream flow levels to r •': tt@7 headwaters, including r {1, all tributaries. 12-0540-00 4.5 From influence of mean Duckabush River Sec. 1, T. 25 N., annual high tide at low ,, R. 3 WWM instream flow levels . -•.a, Y to headwaters including fey= ti all tributaries. + y' WDOE 0555-00 0.01 From influence of mean t 4 ' Eagle Creek Sec. 16, T. 23 N., annual high tide at low r s --$• R, 3 WWM instream flow levels to 7t 1 headwaters, including ,x- _ ??tr:• all tributaries. ?F ' - P - Stream Management Unit Information (cont'd) r a5 , ? Control Station No. Control Station by Affected Streamq - 1Stream Management River Mile and Reach(es) including fi y Unit Name Section, Township, Tributaries y-r and Range WDOE 0560-00 0.2 From influence of mean Finch Creek Sec. 11, T. 22 N., annual high tide at low „ R. 4 WWM instream flow levels to a _ headwaters, including all tributaries. WDOE 0541-50 0.1 From influence of mean Fulton Creek Sec. 31, T. 25 N., annual high tide at low R. 2 WWM instream flow levels to 'ry headwaters, including all ` tributaries. _ 12-0550-00 0.5 From influence of mean Hamma Hamma River Sec. 27, T. 24 N., annual high tide at low er - R. 3 WWII instream flow levels to headwaters, including all tributaries. WDOE 0549-50 0.03 From mouth to head- "" ? John Creek Sec. 27, T. 24 N., waters, including all R. 3 WWII tributaries. WDOE 0552-00 0.1 From influence of mean Jorsted Creek Sec. 34, T. 24 N., annual high tide at low R. 3 WWM instream flow levels to headwaters, including all tributaries. t 1 WDOE 0586-00 17.2 (from Hood Canal) From confluence with y. rix a, North Fork Skokomish Sec. 16, T. 22 N., South Fork.Skokomish River R. 4 WWM to headwaters, including v y r all tributaries. r yr;?d r =; r P'?l? x 12-0615-00 5.9 From influence of mean v Skokomish River Sec. 15, T. 21 N., annual high tide at low 3F,i1 `*° b R. 4 WW11 instream flow levels to £ad v the confluence of the ` North and South Forks, t ray, R r including all tributaries. `r^ Xti 6 S 12-0605-00 3.2 From confluence with w ti r e'?r m South Fork Skokomish Sec. 2, T. 21 N., North Fork Skokomish 4 ": 1 River R. 5 WWM to headwaters, including ?, , arr Ct? r? all tributaries.; s u' } t Lw 4 (2) Instream flows are established for the stream management units in WAC 173-516-030(1) as follows: a ti Instream Flows in the Skokomish-Dosewallips WRIA (Instantaneous cubic feet per second) 12-0535-00 12-0540-00 WDOE 0555-00 Dosewallips River Duckabush River Eagle Creek Jan 1 250 250 35 15 250 250 35 Feb 1 400 300 35 15 400 300 35 4 m March 1 400 300 32 r, t 15 400 300 30 F?-1 April 1 400 300 27 15 400 325 25 May 1 450 350 23 15 450 350 22 ` 5h g x June 1 450 350 20 + ?? 15 450 350 20 July 1 450 350 12 >', ref 15 360 270 10 Aug 1 300 200 8 15 240 150 6 7„! Sept 1 200 110 5 15 160 110 5 '• ; e Oct 1 160 110 5 15 160 110 y 5 ?. 4 Nov 1 250 250 18 15 250 250 35 I > > Dec 1 250 250 35 * ?,h 15 250 250 35 *Denotes closure period to all consumptive uses. -?'( ?, i ; l f' ? t s ? .• ,v 4?d fl % ?' ry s i p t + l r ? a r ? -its T cola A, r Instream Flows in the Skokomish-Dosewallips WRIA (Instantaneous cubic feet per second) (cont'd) WDOE 0549-50 WDOE 0552-00 WDOE-0586-00 r Month Day, John Creek Jorsted Creek N.F. Skokomish River ° - Jan 1 20 20 33 * y Y 15 20 25 33 rywq s? Feb 1 20 25 50 15 17 25 50 March 1 15 22 70 ,. 15 13 20 70 i; _ April 1 12 18 70 y 15 10 17 ; 70 May 1 9 15 70 15 8 ;q •` _ 14 70 1 une 1 7 * 13 50 15 6 12 50 - July 1 4 * 8 50 15 2.5650 Aug 1 1.5 * 5 * 30 15 13.5* 30%• Sept 1 1 2.5 %• 65 %• a 15 1 2.5 * 65 .: o Oct 1 1 * 2.5 39 T 15 3 5 39 ?r1 :NPj r y v- f Nov 1 7 * 10 ,y 33 ., 15 20 * 20 * 33 uy , , r Dec 1 20 * 20 33 * Y y s 15 20 * 20 33 +r"?atrw? a Denotes closure period to all consumptive uses. Z3 E r r [ 5 y1 `t'".t '3 A { f L Y ? K } 'n?•? .?YQ?5` , «3 ' 1 In stream Flows in the Skokomish-Dosewallips WRIA (Instantaneous cubic feet per second) (cont'd) t r ? F 12-0615-00 12-0605-00 t ,•?i -„r - Month DID Skokomish River S.F. Skokomish River Jan 1 320 200 15 320 300 Feb 1 320 300 15 320 300 March 1 320 300 15 320 300 April 1 320 300 15 320 300 •' "A" May I 320 300 " 15 320 300 r June 1 320 300 15 320 300 ,? 1 tt July 1 320 230 200 175 _ Aug I 200 140 1 IS 200 110 t Sept I 260 110 r 15 285 110 y, Oct ; 1 320 110 } + V _ 15 320 150 ?I t Nov . 1 15 320 320 200 200 eta ` 1. f { Dec 1 15 320 320 200 200 ` I v f *Denotes closu re period to all consumptive uses. If ? f , 7, ? 'L f F f 1F; ? pr?/ly(? V „ ? r t ;kd _..Yi?.km?k? ? n ' '1 ? 1 1 ` `S:L ry({? f t ?f I 1 ? ' 1' 7 A r .t ! 1+7, f d+71 fL I, 1 + I (3) Instream flow hydrographs, as represented in the document " entitled "Skokomish-Dosewa1lips Instream Resources Protection Program, figs. , pgs. - ," shall be used for identification of instream flows oq those days not specifically identified in WAC 173-516-030(2). (4) Future consumptive water right permits issued hereafter for diversion of surface water from the stream management units listed above, shall be expressly conditioned with instream flows established in WAC 173-516-030(1) through (3) as measured at the appropriate control point(s) except for those exempted uses described in WAC 173-516-060(1) through (3). (5) Projects that would reduce the flow in a portion of a stream's length (e.g..hydroelectric projects that bypass a portion of a stream) will be considered consumptive only with respect to the affected portion of the stream. Such projects will be subject to instream flows as specified by the department. These flows may be those established in WAC' 173-516-030 or, when appropriate, may be flows specifically tailored to _,. that particular project and stream reach. When studies are required to j determine such reach and project specific flow requirements, the depart- ment will require the proponent to conduct such studies. a (6) If department investigations determine that withdrawal of r ground water from the source aquifers would not interfere significantly ? with stream flow during the period of stream closure or with maintenance • - ,q, of instream flows, then applications to appropriate public ground waters - may be approved and permits or certificates issued without regard to the d provisions of this chapter. NEW SECTION WAC 173-516-040. SURFACE WATER SOURCE LIMITATIONS TO FURTHER CONSUMPTIVE APPROPRIATION. (1) The department, having determined that a additional consumptive use would harmfully impact instream values, closes the following streams including tributaries to further consumptive appropriation for the period indicated. (a) Stream Name Tributary to Closure Period Clark Creek Hood Canal June 1 - December 31 9 + Hill Creek Hood Canal June 1 - December 31 Hunter Creek Skokomish River June 1 - December 31 f44 ?_ Lilliwaup Creek Hood Canal June 1 - December 31 s Little LiJliwaup Creek Hood Canal June 1 - December 31 ;r McDonald Creek Hood Canal. June 1 - December 31 Miller Creek Hood Canal June 1 - December 31 Pierce Creek Hood Canal June 1 - December 31 x3 Schaerer Creek Hood Canal June 1 - December 31 f " Sund Creel: Hood Canal June 1 - December 31 Waketickeh Creek Hood Canal June 1 - December 31 Walker Creek ]food Canal June 1 - December 31 f Weaver Creek Skokomish River June I - December 31 Y Unnamed Creek #0010 Skokomish River June I - December 31 5't k t'' Unnamed Creek 11001111 Skokomish River June 1 - Decmeber 31 k `tar Unnamed Creek #0439 Hood Canal June 1 - December 31 t1 } • , '; µ;. Unnamed Creek #0558 (food Canal June 1 - December 31 i (Walcott Slough) d ?+r6'tak? Unnamed Creek #0215 Hood Canal June 1 - December 31 ry , y+ IL;r Unnamed Creek 00216 !food Canal June 1 - December 31 Unnamed Creek #0217 Hood Canal June 1 - December 31 1 Unnamed Creek #0218 flood Canal June 1 - December 31 a 5, ?f(ip 1 "T. A axq % y f J .t ? i 1 Ft h ?,YI t r Mumma= 3 " y i r ? i ?s t ,, s s V The minimum flow during the closure period for the streams listed above is the natural flow. Because insufficient data are available to . develop instream flows outside the closure period, minimum flows for any - water right application for consumptive use will be considered on a caae-by-case basis in consultation with the departments of Fisheries and Came (RCW 75.20.050). - (b) Stream Name Closure Period Eagle Creek June 1'through December 31 Finch Creek All year Fulton Creek June 1 through December 31 John Creek April 1 through December 31 Jorsted Creek June 1 thorugh December 31 - - North Fork Skokomish River All year - -" Because sufficient hydrologic data are available for the above streams, a j - minimum flow is established during the closed and nonclosed period in WAC - 173-516-030(2). (2) Except as noted in the footnotes, the following existing surface water source limitations, previously established administratively under the authority of Chapter 90.03 RCW and RCW 75.20.050 are hereby confirmed and adopted for the period indicated: StreanP"/Tributary To Action Period e tip!-' Waketickeh Creek*/Hood Canal Low flow @ All year f (0.60 cfs) HcTaggart Creekile/North Fork Low flow All year N, an Skokomish River (2.0 cfs) * Closures and low flow limitations also apply to tributaries of these streams. @ Superseded by a new action in this section. (3) When a project (as described in WAC 173-516-030(5)) is proposed on a stream that is closed to further consumptive appropriation, the department shall not issue a permit valid for the closure period unless the project proponent can adequately demonstrate that the project will not conflict with the intent of the closure. NEW SECTION WAC 173-516-050 LAKES. In future permitting actions relating Lo withdrawal of lake waters, natural lakes and ponds shall be retained substantially in their natural condition. Natural lake levels and the contribution of lake outflows to maintenance of downstream instream flows shall be preserved. Withdrawals of water which would conflict therewith shall be authorized only in those situations where it is clear that over- riding considerations of the public interest will be served. S T 1 2 - 1 _ )1,yyp?.4m w 4u,. ?'A a r NEW SECTION l WAC 173-516-060 EXEMPTIONS. (1) Nothing in this chapter shall ' affect existing water rights, riparian, appropriative, or otherwise existing on the.effective date of this chapter, nor shall it affect existing relating to the operation of any navigation, hydroelectric, or water storage reservoir or related facilities. (2) Single domestic and stockwatering use, except that related to feedlots, shall be exempt from the provisions established in this chapter. If the cumulative impacts of numerous single domestic diversions would significantly affect the quantity of water available for instream _ uses, then only single domestic in-house use shall be exempt, if no 1 - alternative source is available. f th t t N i hi h ibl i h h i t ?" e ve uses w c are compat e n en o onconsumpt e w t t (3) chapter may be approved. r y ? NEW SECTION WAC 173-516-070 FUTURE RIGHTS. No rights to divert or store public t surface waters of the Skokomish-Dosewallips, WRIA 16, shall hereafter be m granted which shall conflict with the purpose of this chapter. ; 1 ? r NEW SECTION ° WAC 173-516-080 ENFORCEMENT. In enforcement of this chapter, the - r ? Department of Ecology may impose such sanctions as appropriate under t .' authorities vested in it, including but not limited to the issuance of @ regulatory orders under RCW 43.27A.190 and civil penalties under RCW 43.838.335. %"- .'.` NEW SECTION WAC 173-516-090 REGULATION REVIEW. Review of the rules in this chapter shall be initiated by the Department of Ecology within five years of the date of adoption. ?%? ? ?? ? ,w?'gy?t????A? ?yyx,???&i?., ' -,? w P '°'?'"? 'h ? ? ? ?C ??t?Pf 4?64'M ? Ci ? ? `? f?1; Y V / 4 ? r? _ ? ??y 22'P ??, '" iY y. C}?yyW 4. ?? ! ?t .?? 4 y' ` ` R ?A7? ? 1 y ?I ? { I-i?? a ;1 ? !P? I t Si ? TRvpi y y4 i i ? ? Si f i ? ? ? i ??? ? ' i i / ti '?? + 1 y y -' ? ?'_ ?$$A S4j ?I R ? 1 ?h y yy ,, y Po `? ? ? 1 ? ?? t ? ? ??.? ? ? ¢1 ' "y i?, ? : ?y7}?? ? 5 ? ? ?i n nt ? i ,? ,. ?.. .. , ±l." L?? r. ... 4, ?,., . 4 4 ? t - - I ...,?` 1 'il1r. ?¢ _s JAI, [ Y I :: CIILK 1. (.I 4I:AI ` ljjiJ: i 51411 01 N'4SHItiC;ll lh I ?. /„ (1 nr i s DEPARTMENT Of COMMUNITY DEVELOPMENT LOCAL DLVLLOPMLNT AND NbUSING DIVISION i`•''- '.,` Nn111 d Culumbia 80dilkq. Alb,'GH-.S 1 • Olyny,ia. Wa.hinp - 98504-41:71 • (Ab) 7SU-49fx1 • (.SCAN) 234-4W) iK March 30, 198895 C is The Honorable Jim Hargrove ? ,r Washington State House of ,- Representatives yh House office Building C 10 )?h Olympia, Washington 98504 (( 4: Dear Representative Hargrove: v ?., This is, in response to . your letter regarding the Jefferson 'County, y :Lazy c conuhunity`blmminent Threat request for funds to protect the ° ' community's water lines. The Community Development Block Grant (CDBG) Program sets aside a small amount of money each year in an Imminent Threat fund to assist communities which are faced with unforeseen problems threatening x public health and safety. Applications must be submitted by an rc eligible jurisdiction (city, town, or county). I have enclosed, with this letter, a copy of the nine criteria which must be satisfactorily addressed, during a rigorous review, before a grant 1 may be awarded. During our meeting, I indicated that the Jefferson County Health Department must certify that there is an imminent threat to the community's water system. Normally that would be true. However, I learned through later discussions with representatives of the + Department of Social and Health Services (DSHS) that they have the r i plans, designs and records to the system and are responsible for certification. Therefore, certification of threat should come from DSHS. I trust that the information contained in and enclosed with this letter is useful. Please feel free to contact me at (206) 586-1243, if you or your staff have any questions about the Imminent Threat v. program. sincerely, Charmaine Mortensen ; Community Development Specialist Enclosure 1 { ; ?A x'u 1? 'tN IIWJ?tA?! , 4 cc: B. G. Browne r r ? 'k r Ald .,qp x I n,1,:. rn•...... ` t ' 7 Y 111. ' e 1 i2 ti ?(n r 1 r et • ?m ` S fi a 1 L ? L l k i F' j' '1 ? ?{n 17 ?. l Jti Nm 14?hN1 1 y tt1 LT4 t, _ ? f 1 !v ` 'l?J• J r u?, ? ? v'f' r i ? a +, fr 7 I 1 r + t i? S ?t ? st 4 i ti I ? ? r 1 r I ,? I'M r ' •f y Y `?I ?n .4 , t I ? ' s^ 9 Lit- - e 9 = ? ?? (?r1) ? , + '' State,, of Washington ? FIFTIETH LEGISLATURE JIM HARGROVE Housed Ar. a BOX 565 R0)?YC.SC,IItatIV(;S +na3Fa A HOOULIM, WA SSSW HOUSE OFFICE BLDG. COMMITTEES S + OLYMPP, WA OVA a 4, JUDICIARY REGTEL•(2O5)632•4TJT ?I r1,?I 4 NATURAL AESOUACES LEC.TEL-C")T55.15M TAAOEE ECONpUIEBEVELOPMENT •{?`y ..1 f p ?n x.10 REDO 8 March 22, 1988 b t. F.,'- > -: t f u h1dR 2 5 1°88 ? Commissioners J =t=FL=m:o?:•.a uN-1 Y Tr ' Jefferson County ENGINEEKS OFPICE 1820 Jefferson St. Port 4bomsend, WA 98368 Dear Commissioners: 'w t!n zq.4ix? cHa2.na,.r On March 14, 1988, representatives of the Depar=r of Ecology, Community M OR 1 Development, Social & Health Services, Fisheries, Wildlife, and I met on site in Brinnon to see firsthand the problems and discuss solutions to the flooding i dilemma that threatens hams, water systems, power lines, and, potentially, the lives of residents in the Lazy C developmmsnt. i ( 1 We reviewed the situation and determined that the only likely way to deal with the problem was to get emergency funds from DCD to provide temporary protection 8 of the two banks until a more thorough flood control management plan can be corpleted June 30, 1989. It is our hope that the projects re=mended in that f} ° report will help us to find a permanent solution. A!4 We learned, however, that the Jefferson County Department of Health would have to declare that an imminent threat to health exists (e.g., next year's flood could cause loss of system) and that there is a "public interest" involved. c x? I am following up with the state agencies to speed resolution to this situation " - and wand appreciate a prarpt response so we can get the wheels turning to start '- work this sLvmmer. 'This will offer protection next winter and prepare for ivplementation of the CFC24 plan. In addition to the agencies, rct4ay fifty local residents were present to express their concerns and desires to find a real solution to this problem. I hope you will share their commitment and concern. r- a Sincerely, :: I U ? r +? 4P '1' t`?y?y?llNi x uY h s? }Q1ISQiOVE I, x ' L r n? to Representative 2 th Legislative District k 101, I? , 004nr? s .+ ? Lts ?) nsfr' 3 I if 1 V y I `ll ? F ) ? L p {LI taY? ? Dn I t °? I ?? "?. I ??ti ? I x r I p t mI? Y-? t ?. I' I ? Ik! m `? ? m? irk r A ? I r ? ? t l t - .. )L F. k. r a 3 L s nn+' . FEDERAL EMERGENCY MANAGEMENT AGENCY DAMAGE SURVEY REPORT • DATA SHEET PART 1 • PROJECT DESCRIPTION 1. APPLICANT NAME (Stale, local eouernment, prluafe nonpro/!t or rPec/al dlztrlct) • COUNTY 0 Al OJNT / 7121 A/ 2. DAMAGED FACILITY (Nome and I-tfon) 3. DECLARATION NO. 4. INSPECTION DATE .?OSEIe%?LC-/P.S /?G?iP ?T ©,Q//r7N m? W9• R FEMA• ;I O M ?O/DD /VY ? To ,5'eo 8^XJ Gam' u.QSTe6 ?t/2( of Cl$ /d/ 6. $. NQ. S./L?4 --r^ / G) 6. PHYSICAL DIMENSIONS OF DAMAGE TO THE FACILITY 7. 56 N T NO./CAT. = 9 % COMPLETE OM BY ORK ACC 0. D??G(//? ?'EE e?77 4C.ye 4"a . r ? . _ ? C FA O AGE CAUSE (Optional) 11. OAM CODE: LdOD/N 12. DAMAGE DESCRIPTION AND SCOPE OF ELIGIBLE WORK OR SUPPLEMENTAL COMMENTS /,Oq-74,*&S s?q?E a/?eeTea .C"000D L4,4472--,w To 3or/,L B¢N?S G7¢uSi/VC? ?EbSio,LJ. 15Pr41GgAAI- G,e0p05eL5 ?o COA17-2¢G7- Qu/P- ` ' • ' ? . ?i?l 7 7 0 /2/dEK .LE/J•?E ,Q,AT?Grctij d .eE/sGOdE 17oV,7f.S O d J 7Lc 13. RECD ENOATION V FEDEfiAL INSPECTOR (No., Aeency Code) INSP. NO. AGENCY CODE ELIGIBLE ATT ACHMEN a ue? (/ ac v N 3 14. R TI STAT ECTOR (No., A-cy Cade) INSP. NO. AGENCY LODE ELIGIBLE ATTACHMENTS EGOL , Y N i NA E OF LOCAL REPR ENT E (Name, A,.-) ELIGIBLE ATTACHMENTS Y N PART 11 -ESTIMATED COST OF PROPOSED WORK ITEM CODE OUAN- MATERIAL AND/OR DESCRIPTION UNIT UNIT PRICE COST TITY (a) (6) (c) (d) ,6. Gv?OiGi ,e• 17. K• d/e U Q //C S a a0 Is. ® 20. t1 L, 21. 22. 23. 6 O S o u 7' N ND ' 24. EXISTING INSURANCE 2 6. TYPE: F H AMOUNT: S TOTAL S PART III • FLOOD PLAIN MANAGEMENT/HAZARD MITIGATION REVIEW 78. IN Oq AFFECTS fL OD- 77. FLOODPLAIN 28. %DAMAOE 29. DISASTER 30. LAND USE: J,. FPM RE COMMEN• PLAIN OR WETLAND: Y N LOCATION: 1 2 2 4 6 1 2 3 4 HISTORY: Y N U U 1234•D 1234 DATI0N:I 2 3 4 6 6 7 PART IV - FOR F EMA USE ONLY 37. AMOUNT 33. ELIGIBLE 74. FINAL DSR 36. SPECIAL CONSIDERATIONS 36. FLOODPLAIN RE VIEW NO. 37. V(ORKSITE NO. S Y N S V U F 38. INSURANCE COMMITMENTREOUIRED 39. DURATION (Yean) 4. TYPE: b. AMOUNT: S 40. COMMENTS/CHANGES 41. FEDERAL REVIEW (Signature) DATE 42. FEMA gEV91Yn4fure) DATE k ? 1j; f _air ? `??' ; 101 `?` = i - E ?-j?? `??.', - s. al°• ._ .?f? °'.? ? . $ 1 L[ AND I e, COUNTY 1 ar p C J ?- ??.w. 4 • .ia C 71 'KA ? ? i M P i ' 1 " C 'e„ ?.M ?y??„ __ _ .i.fi ' I -; o ? ' 111,E • "• ? c- ? / p - t I tl OUILCE rE;t I y j(h ? t5G>;? 1 m w 1 O IN A ' L` I 3 o ? ? ' ? ? 0 ' ? ? I nC5 •°j r£ •? r1 •\ ! nz \ • al ? w eRINND 4• .K.d° ?? ti;',•y."• / lrF? ld ?z, • _. ? - (? ya?e?•?. /.r?n?,.. 1'j / ?? ? r n `- ti Id ?,_.. - J ?TEFFE250 (? OO. r 4 _ "tL Im EaT 1 e4, !i9 ° tr 7 '' .['=f tir 3r `?i? 51?~i /. _ I ..?? -J % \7 101 I SDJ f'N's? " I If ?:r,e.?f l ?'• ?t .?n Il) 17,,E ^• I ' 5..,•MP ..H ?L.,..;w'34 I^, ?d§ ?i ..' ',. d r r ,_v.9 e'• 7lfr,a 17,iy r' Zr ???'?-i r +? ?.?•u?rJalrtirav?k:143dyFix'C?'?+, • J I eT '?! ? ( ? ?d f,r 5 X544 I? s Ids eft + F 7 ?! ?? y { ?„ ti 4 ?? 7'.} f I 1 r b? Tr ? r r Y z tq r r ?? ?.}? J ? 41?i?'y41 ?v ,1 { 1 k t bA,ya?E s?e%y ,e?a-ter gos?ucgu?' e ?r,?E,[.'xY??ouNTj/ S'igTE Pger a -Rim z _7e.O.,V4 d/ 6o W/I? 7' Ni4? k t# 3 /ao' ton?Fj /S' wlDC ? / / C.P.¢?EG 94 1 I \k 1 7k/ q / ,r3,?idn/anl ?y 07475'3 9rr??/?r ? f . t f Photo No.: x ? a9s17S3_ Item No.: n ;C P ,KI v kc1+ti 1 Is il s Fla- f ' \ ? ?? ttuf' L>+'r anti i i t - y? ,?,'? 4K ii^,?s yam. '• , ?u.]1 ?ywor y}'rM u il.. `,%+•'.'yifN'L`i? t .? 11 C?"??dy. Photo No.. 2 r, Item No.: "n py?753 •iy Description: x ti? f..+•.. F) W y tics, , ?? ray ?., .{?jrr. •?N?.JIS ?. Yd ? ' 3y ?ua?? '; if4?'?,-?rti:?•f.?( ? ?''???' 1. `1 f ??,?a ? ??lr ?}??r ?4 __._._ ?? ? ? para `1 11??.r{ t7 J?.??'tf t ^?? /? )?tti1? ?e O f?7s3 G?au'07Y N. ih i A Y?r hc4x - Photo No.: t y; , 4 Item No.. 07 ZSS - G" . 4 Description: r `hY > . „ f y } J w 4 111,5 W yPSY2E41Yl O '°' ?l ;'' ?s ? I r?s ?z f ? E Photo No.: r r .` -f Rai No.: Description: "o "?. I •S_.:: _.ry _,?; ^cs ` -rx+.Yu?a+. -a,l+.°e.''2?5:._.?,6:u _._? p ??? 1 n Ilw 9 '/ -? 411 xae`?-rioa 7J"?9?s? - •eoeb = y ° ?1 F ?•f%{ y?yg; 5 ,° I ,x a q r4J5JE O \ 2,V3.9 711YO ?" - i - o°?, aF ? kl EDP a, .. ••„`? n ? fa I - ?.I ° °s? k? wl^'i"'?sii •i . '',• "1.... '•2 ?•? - 4k 9 ?./ ? ~ y as a J ? ? ie '? a7 . i Ins EEx ???? ?y,?ym„ ?" - ..?, 3 ? .+ ¦ " a a ,? ? A Ap a• .?P' G ?C °JI? JAY >f q+f y°? 8 p3 ( ?a4y Si''i; I -I ' -j I? c ° IN Y 1r rc ??*,? ''?,J as I J I o ? ?-'-- `I ?• ? ??>M ?, I--r-°yF- ,-I I- ` ?? ?? I ? f. , O, I Ear I.5 I. - I Z' •i i I ?j I - _j__ I- QQ - ---I - ° l: ?y. I I~y? ?I 4?IIr I ( I • \ I I i I- -i (,• -I---? - .' - I I ?' ?ql a I+?. I I ?If -i I h M I u\ a .,..,: _-T-irs i"r l.-ZI:4 ?•. 1? .yFq"', ? t - S ull VI ¦ 11 1 0 110 ??p? - - e IND rlon x011r I ? - N YIIIIGN [4TUY I 7' t eE o Q 5 ! i u JEFF I PUBLIC U.1 JEFFERSON CO aqa ?apch 6N[[T 1 0/ 1 ?• ITY i community's water _gtrater lines. ? -r az request for funds to protect the t s The Community Development Block Grant (CDBG) Program sets aside a a _ gws small amount of money each year in an Imminent Threat fund to assist comm iti un es which are faced with unforeseen problems threatening public health and safety. Applications must be submitted by an LO eligible jurisdiction (city, town, or county). I have enclosed, with this letter a co f t , py o he nine criteria which must be satisfactorily addressed, during a rigorous revi b ew, efore a grant may be awarded. ?- During our meeting, I indicated that the Jefferson County Health y Department must certify that there is an imminent threat to the s community's water system. Normally that would be true. However -tl f' , I learned through later discussions with representatives of the De art t f ; fu p men o Social and Health Services (DSHS) that they have the r plans, designs and records to the system and are responsible for ' certification. Therefore, certification of threat should come from y DSHS. I trust that the information cc*?ntained in and enclosed with this v++' letter is useful. Please feel free to contact me at (206) 586-1243, if you or your staff have any questions abo t th u e imminent Threat program. `i Sincerely, ' ? { r Charmaine Mortensen ,I F .. '` Community Development Specialist r Enclosure t cc: Chuck Clarke { B. G. Brown u,. _. _ S? ... ':T''_. _`??,. I'r,mvt..r, W... I,n., Ir ,.I .,?r t.. • . ,. , . "' W, 7 i f?? '1 'L :MN k .. f y F ?y V 1 j fl m'F t 1z r 1 gg??? r? y + ?r L n a e r fir'' ? a nWfdttkd? M A' h aj 'y VIII. >a wac TluYAT'Am's serious, immediate threat to the which poses a 1Y for an If there is a unique c?rge1Ky safety of a ernmunityt the local jurisdiction way apply not s of this nature will h filt or grant. IA most cases, urgent problan wi ll jsyent Thre t re the time of the regular application cycle. Therefore, a fund wll state for Intainent id h „, en e ev be maintained out of each fiscal year allocation to t t Threat awards. 1 A. APPLICATICN s rant applica tion must contain the following: t g The Imminent Threa I f the applicant jurisdiction i4 executive o ter f t l Inminent Threat application. the certifyirng bl e 2. Certificati.on of required assurances of cacpliance with applica ations. ul d " - reg federal and state laws an ?; 3. A clear, readable map of the jurisdiction identifying the location of re also encouraged to sent t s a the proposed activities. Applican pictures in support of the application. +. SIIEC nIIIIgNr THEtEAT GRAND IICDI SYSTfN ?a s " g, DCD staff immediately upon receipt to This Applications are reviewed by Threat grant criteria. s ot the situation meets the Incnirent whether or n review may include: Bequests for additional infonetion for the applicant; 2. A site visit by CMG staff; Verification of information provided by the applicant; and 3 . . Discussions with other federal, state, ant local agencies d K5 . aticn may Because of the imtediate nature of the prcbl hether ortnotethhee si uat onn assts the w represent, DCD will review and dateIInine letes the as soon as possible. As soon as 1X9 a? i b r a een has imminent threat criter plicant is notified as to whether or not the project a th e p review, selected for funding. n4MMn THREAT GRANT RAT= OaTOUA C. t Threat will be evaluated based on a letter from the Applications for I:ssninen the following questions: f the local jurisdiction responding to chief executive o what is the problan and how does it present an iii ate and urcient es the project rcguire 1 d 7+ F . o threat to public health and safety (i.e., , ' action within the next 60 days)? r 2. Can the threat be verified by an independent source? `? , I yam, 3 ?>w?wa t w ?r JF?x1 '' 1'4- kpH?l rlF,a I , rr 1,1'I "?? WAY ?d '?>~ z* ? ..t ?'? r !I, ? X11 I!: t r + 1 I it a t 7 u J + ?t.. ?h t` y S. What alternative courses of action are available to solve the problem? 6. What ranedy is proposed and what will it cost? Can the threat be? el3masr}ted WiCtnn;,90 days? 7. What is the schedule for managing the project and c apleting the proposed activities? 8. Does the applicant have the financial capacity to resolve some or all of the problem? 9. What will be the likely results if the Imminent Threat application is w?a not accepted for funding?3 r Tb be selected for funding through the Imminent Threat program, an application must represent an immediate and urgent threat to public health and safety verified by an independent source. The type and amunt of assistance provided ' will be based on an assessaient of whether an inminent threat is present, the _ scope of the imninent threat, what preventative actions had been taken, proposed costs, the applicant's financial capacity, and the availability of state funding. In addition to the above, Imminent Threat applicants must meet the threshold certification requirements for general purpose grants, except for the requirements of certification that the project will principally benefit loo- and r nnderate-incane persons or households. s x.L00 . . SIaICC)I ' - JIM HARGROVE foil 1 10LISC'01- FIFTIETH LEGISLATURE RT. a BOX age /+- I?( (?Y( SG11f Ldrl? C b 19O•IYee - HOOUMM, WA 98650 HOUSE OFFICE BLDG. OLYMPM,WA995C1 ES TEL-1206)024M III IIII . 7I y{ COMMITTEES JUDICIARY ' NATURAL RESOURCES ?,y?y f•?'. Y - . LEMTEL(206)26&29Ga III , . I, J .. TRADE d ECONOMIC DEVELOPMENT RULES ".."F T i r March 22, 1988 .z., ?y 1' " a 1?.? nn KtAtl 2 5 1989 ? asn Commissioners Jefferson County 1820 Jefferson St. Port Townsend, WA 98368 E=1 GiiVEERS OFi-ICE pr ,f f -Yt r t ? X23?x l y Dear Commissioners: On March 14, 1988, representatives of the Deparg=U of Ecology, C=uni y .-r tY Development, Social & Health Services, Fisheries, Wildlife, and I met on site in Brinnon to see firsthand the problems and discuss solutions to the flooding dilemma that threatens homes, water systems, power lines, and, potentially, the lives of residents in the lazy C development. We reviewed the situation and determined that the only likely way to deal with the problem was to get emergency funds from DCD to provide temporary protection of the two banks until a more thorough flood control management plan can be ompleted June 30, 1989. It is our hope that the projects recommended in that report will help us to find a permanent solution. We learned, however, that the Jefferson County Department of Health would have to declare that an imminent threat to health exists (e.g., next year's flood could cause loss of system) and that there is a "public interest" involved. I am following up with the state agencies to speed resolution to this situation and would appreciate a prcupt response so we can get the wheels turning to start work this summer. Miis will offer protection next winter and prepare for imple entation of the CFCM plan. In addition to the agencies, roughly fifty local residents were present to express their concerns and desires to find a real solution to this problem. I hope you will share their commitment and concern. Sincerely, d01FYVE to Represent2ftive 2, th IJogislative District 8 ? ?4 n 1 M ?Jl E?F/.v -101V1151 CNyi Try i.vE- sAiO :yEy wHrTED 70 inEEr y T/lEN Go r<i C a»7.rriss?o,?E.er, f/y262r?vc A-DHm./.?i , 'psH> ilsJS To cEiz7if? ?mrni •or.?r TH??'HT •. s- E f ?'f t ;? y? y ?i ??r`r7?#??ryf wtU?de?A ?n?Fe `F s? 41''r ul A, 2g S f Y ?1 l1 vl ?_ ? f •i?/? p 14 . , 7 '? r n 1 ?tih 4 ti> , . y 1 _T•C F!O oy, to _ 'iL . - yy COMMUNICABLE PCHEALTN VITAL ENVIRONMENTAL HEALTH DISEASE CONTROL NURSING STATISTICS HEALTH EDUCATION 11 •[ F Y RR _ ERSON COUNTY HEALTH DEPARTMENT k J' . f 802SHERIDAN PORT TOWNSEND. WASH. 98368 (206)385-0727 V` . • \' A il . ' ? pr 12, 1988 -? :r+S . „ o " ,a Rep. Jim Hargrove ? ? House Office Building Cx Olympia, WA 98504 .'' Dear Representative Hargrove: g -' " I have been asked by our Health Officer, Dr. Peter Geerlofs, 1 , to respond to your letter of March 16, 1988 concerning remedial « ` flood measures in the Brinnon area. "N s + ' The Department of Social and Health Services and local county health departments have established definitions of public health emergency and public health hazard. An emergency is a sit ti ua on in which illness or exposure known to cause illness is ` occurring or is imminent. A public health hazard is a situation s, - in which the potential for illness exists, but illness is not occurring or imminent. If remedial action is not taken bli A,r ^r?r , a pu c health hazard may become a public health emergency. t ag#` Clearly, if a major flood event were to occur in an area with o - it d .,? . , n s e sewage isposal systems and, public and private water systems in close proximity, an emergency situation could exist. However, under the current situation (non-flood event) I believe a public health hazard exists In l tt d - ?y . a e er ated December 22, 1987 to the County Engineer I voiced similar concerns regarding local flooding in the nuilcene area. A copy of that letter is attached. i Hopefully sometime in the near future, action will be taken which will minimize the threat of future flooding events in the 1 area. Please contact myself or Dr. Geerlofs if we may be of any py further assistance in this matter. A^ Y Sincerely, ECEIVED R Rick Mikl ich YrC_ Environmental Health Director APR 13 1988 F cc Dr. Geerlofs SON COUNTY ' I ? County Commissioners JEFFER ENGINEERS OFFICE .. Jefferson County Dept. of Public Works ra i RM/bg F I•f ? f.Co:,'1 ,f,c 4 ?r1-'F. WM? ? 'P,. .3. F.`•?14. 9.f•4 ,- \t ,.,r,T ? ?Iri. iM'?!'nc:p, '?.`+ •r 1 ? y0..8,. .? n 11 ,r F m f r 1 J ? yiw e ~ 70 im r T In the matter of: X Resolution Establishing a X RESOLUTION NO. 101-85 Budget and Fund for the X Brinnon Flood Control Sub-"Lone X District X WHEREAS the Board of Jefferson County Commissioners estab- lished the Brinnon Flood Control Sub-Zone District by Resolution Number 96-84, and; WHEREAS a budget needs to be established for said Sub-Zone District in order for said Sub-Zone District to plan, administer, operate, and maintain flood control works; IT IS THEREFORE RESOLVED that the Board of Jefferson County Commissioners hereby establishes a budget for the items and amounts shown on attachment A, and IT IS FURTHER RESOLVED that the Jefferson County Treasurer is hereby authorized to establish a fund to receive monies pur- suant to RCW 86.15.130, and IT IS FURTHER RESOLVED that the Jefferson County Treasurer is hereby authorized to dissolve fund number 124-000-010, Flood Control, account number 12800, and place one-half of any remain- ing monies in said Flood Control Sub- Zon District fund. PASSED AND ADOPTED THIS DAY OF 1985. BOARD OF JEFFERSON COUNTY COMMISSIONERS ?-- -? l_ i?// SEAL: John L. Pitts, Chairman i B. U. Brown, Member J Larry; D'enn'ison, Member ATTEST: " Jerdine C. Bragg, Clerk of the Board ATTACHMENT "A" BRINNON FLOOD CONTROL SUB-ZONE DISTRICT ° REVENUES 308.00.00 BEGINNING FUND BALANCE $ 200.00 343.13.00 FLOOD CONTROL FEES 3,175.00 TOTAL $3,375.00 f r EXPENDITURES 532.00.41 PROFESSIONAL SERVICES $3,375.00 { rl TOTAL $3,375.00 s 7. A ,,,• : ?F P s a? w p r t 4 yyy,,,y f p i t ,1? , ? ? _ p ???' 4 ?C td 1 1, aM $ 3 lp, . A x, a - 5s m -„ WHEREAS the Board of Jefferson County Commissioners estab- lished the Brinnon Flood Control Sub-Zone District by Resolution Number 96-84, and; x WHEREAS a budget needs to be established for said Sub-Zone District in order for said Sub-Zone District to plan, administer, operate, and maintain flood control works; IT IS THEREFORE RESOLVED that the Board of Jefferson County Commissioners hereby establishes a budget for the items and amounts shown on attachment A, and IT IS FURTHER RESOLVED that the Jefferson County Treasurer is hereby authorized to establish a fund to receive monies pur- suant to RCW 86.15.130, and F IT IS FURTHER RESOLVED that the Jefferson County Treasurer is hereby authorized to dissolve fund number 124-000-010, Flood Control, account number 12800, and place one-half of any remain- ing monies in said Flood Control Sub- Zone District fund. PASSED AND ADOPTED THIS DAY OF , 1985. BOARD OF JEFFERSON COUNTY COMMISSIONERS John L. Pitts, Chairman SEAL: B. G. Brown, Member Larry W. Dennison, Member ATTEST: Jerdine C. Bragg, Clerk of the Board r 71 i? 4. '. y 1 '?a Flood Control Z one Districts 86.15.150 control improvements within the zone or any participat- The supervisors may conduct any such hearing concur- ing zones. The improvements may include, but shall not rently with a hearing on the establishment of a flood be limited to the extension, enlargement, construction, or control zone, and may in such case designate the pro- acquisition of dikes and levees, drain and drainage sys- posed zone a beneficiary of any improvement. [1983 c tems, dams and reservoirs, or other flood control or 315 § 16; 1961 c 153 § 12.1 _ , RM1 - -a ;? storm water control improvements; widening, straighten- ing, or relocating of stream or water courses; and the 5<anbi8ly-1983 c JIB: See note following RCW 90.03.500. acquisition, extension, enlargement, or construction of any works necessary for the protection of stream and water courses, channels, harbors, life, and property. [ 1983 c 315 § 14; 1961 c 153 § 10.1 _ Sttenbility-1983 c 315: See note following RCW 90,03.500. ay r? ?S q '7 86.15.110 Flood control or storm water control im- provements-Initiation-Comprehensive plan. Flood control or storm water control improvements may be ex- tended, enlarged, acquired, or constructed by a zone pursuant to a resolution adopted by the supervisors. The resolution shall specify: (1) Whether the improvement is to be extended, en- larged, acquired, or constructed; (2) That either: (a) A comprehensive plan of development for flood control has been prepared for the stream or water course upon which the improvement will be enlarged, extended, acquired, or constructed, and that the improvement gen- erally contributes to the objectives of the comprehensive plan of development: Provided, That the plan shall be first submitted to the state department of ecology at least ninety days in advance of the beginning of any flood control project or improvement; and shall be sub- ject to all the regulatory control provisions by the de- partment of ecology as provided in chapter 86.16 RCW; or (b) A comprehensive plan of development for storm water control has been prepared for the area that will be served by the proposed storm water control facilities; (3) If the improvement is to be constructed, that pre- liminary engineering studies and plans have been made, and that the plans and studies are on file with the county engineer; (4) The estimated cost of the acquisition or construc- tion of the improvement, together with such supporting data as will reasonably show how the estimates were ar- rived at; and (5) That the improvement will benefit: (a) Two or more zones, hereinafter referred to as par- ticipating zones; or (b) A single zone; or (c) The county as a whole, as well as a zone or par- ticipating zones. 11983 c 315 § 15; 1961 c 153 § 11.1 Snenbl0ty-1983 a 315: See note following RCW 90.03.500. 86,15.120 Flood control or storm water control im- provements-Hearing, notice. Before finally adopting a resolution to undertake any flood control improvement or storm water control improvement, the supervisors shall hold a hearing thereon. Notice and publication or the hearing shall be given under RCW 36.32.120(7). ,. 11v// Edl 86.15.130 Zone treasurer-Funds. The treasurer of each zone shall be the county treasurer. He shall es- tablish within his office a zone flood control fund for each zone into which shall be deposited the proceeds of all tax levies, assessments, gifts, grants, loans, or other revenues which may become available to a zone. The treasurer shall also establish the following ac- counts within the zone fund: (1) For each flood control improvement financed by a bond issue, an account to which shall be deposited the proceeds of any such bond issue; and (2) An account for each outstanding bond issue to which will be deposited any revenues collected for the retirement of such outstanding bonds or for the payment of interest or charges thereon; and (3) A general account to which all other receipts of the zone shall be deposited. [1961 c 153 § 13.] 86.15.140 Budget. The supervisors shall annually at the same time county budgets are prepared adopt a budget for the zone, which budget shall be divided into the following appropriation items: (1) Overhead and ad- ministration; (2) maintenance and operation; (3) con- struction and improvements; and (4) bond retirement and interest. In preparing the budget, the supervisors shall show the total amount to be expended in each ap- propriation item and the proportionate share of each ap- propriation item to be paid from each account of the zone. In preparing the annual budget, the supervisors shall under the appropriation item of construction and im- provement list each flood control improvement or storm water control improvement and the estimated expendi- ture to be made for each during the ensuing year. The supervisors may at any time during the year, if addi- tional funds become available to the zone, adopt a sup- plemental budget covering additional authorized improvements. The zone budget or any supplemental budget shall be approved only after a public hearing, notice of which shall be given as provided by RCW 36.32.120(7). [1983 c 315 § 17; 1961 c 153 § 14.) Snen61111y-1983 a 315: See note following RCW 90.03.500. 86.15.150 County aid. Whenever the supervisors have found under the provisions of RCW 86. 15.110 that a flood control improvement or storm water control im- provement initiated by any zone will be of benefit to the county as a whole, as well as to the zone or participating zones; or whenever the supervisors have found that the maintenance and operation of any flood control im- provement or storm water control improvement within any zone will be of benefit to the overall flood control program or storm water control program of the county, ,rw !? r VVttV - t? Yt d t"t [rille 86 RCW-0 371 W >- 1 TN¢ ?" 1 ?w ? 'j,774 a,v?(...YN 1 ,.1wY f 1 F ..M?. .. ??? ?r1 :y. u,ir.i 1 ! '.2.(l. t ,afi S Jw. }'inH?t{. +t: l?ii." ? .-x.11 tr,,;?'3..F?}M ?Y.saawP+?r.:rr F' t I r I I H, r u e I r i r.r F 1 r'?I f 1 IC ! l NAME DOSEWALLIPS RD. EASY ST. BRINNON LN. COREY LN. BRINNON CEMETERY RD. MATHEWS LN. SCHOOLHOUSE RD. CHURCH RD. ROCKY BROOK RD. MOROCCO PL. BELGIAN DR. ARABIAN DR. WELCH LN. APPALOOSA DR. APPALOOSA PL. PALOMINO LN. PINTO LN. MORGAN LN. MUSTANG LN. ROCKY BROOK BRIDGE ROADS IN FLOOD ZONE BRINNON NUMBER 250008 246509 245209 247809 251409 249309 249109 251109 251509 251609 251709 261509 261709 251909 259209 261409 256609 255209 253009 MI. Fca 07- 10 6.81 * 0.16 * 0.22 0.16 0.04 0.07 0.34 0.20 0.43 0.11 0.14 0.46 o.o6 0.62 0.06 0.48 0.20 0.18 0.13 STRUCTURES 24E TOTAL ROAD MILES INSIDE BRINNON FLOOD ZONE • SUBJECT TO FLOODING 10.87 MI. ! ,?°r."L l ? rt? ? ? ? ? ? ? ! ?/ ? ? '1. -Ai• 4r ' is ?? t %' H ?Y ?ry r1 7 iY,f ? ^ ? v r 9 ate f > yar t , , , , ? ? k d 1 ! / f I r.; *4 a ? ? ? .tip ?'" - 'S CO hJ (/J l?5 ^'" .. TY??J'.Y-: LO Q` lrue.iCGi.a 'r"C-.. y? ? ? R?'? LZo G_ vc.S _ !?i1, . __ ?X-?5r2Lltti 2 . _ s 3 ' , c _ CS ^?^ KoG1? 3 S.:3 tiJ E ' VAX Y q d j ydyQy?' l . 1. t >k4 v pl " * r. Y» c i?f4 .'lY ?j ?ydti?14 bpi t?4JMiYC9,4 ' I r ' ?F?'. . 4` q i t ? ? ` ? ? t ? f i J ; r d lh ?? 4 pp '?,y?7 y f ' .t ti 1 I ? 1 Fl f A j •' SFr ? =J? " ?''?'? hhhhh I 1'il l: ,?4... 1 X11 A l?., f 4 5 t.; ?i 4 e I MI. ? r?r I Jefferson County Department of Public Works JEFFERSON COUNTY COURTHOUSE NATIONAL HISTORIC SITE PORT TOWNSEND. WASHINGTON November 26, 1985 Mr. Lyle Tinker P. 0. Box 127 Brinnon, Wa. 98320 COURTHOUSE PORT TOWNSEND. WASHINGTON 98368 TEL. (206)3853505 lk is aF? Re: Bank protection along Dosewallips River in Lazy C Development Dear Mr. Tinker: As outlined in the meeting with you at the above referenced project site, the Public Works Department has the the following recommendations and comments: 1) Sandbaging of the "low" lot, as identified in the field, should be done immediately to reduce the velocity of any future flood waters. The sandbags should be placed, as dis- cussed in the meeting, as far back from the existing bank as possible to reduce the chance of losing them in the river during times of high water. 2) Log and rock groins should be constructed as outlined at the meeting, and in accordance with an approved Hydraulics Permit and Shorelines Permit from the State Department of Fisheries and Jefferson County Planning Department respec- tively. 3) Jefferson County Public Works will provide 10 cubic yards of sand and 10 cubic yards of rock to be delivered to the Lazy C at the places you designate. The county cannot place any rock in the groins, only provide the rock for your use. If you have any questions, do not hesitate to contact me Sincerely, obert Nesbitt, P.E. County Engineer xc: FLO 03.10 PWA 02 Mr. Grant Fiscus, W.D.F. Mr. Bob Duffy, J.C. Planning WNW rs ry'. ?? --Lo o 3, j a 40 d y r a STATE Oh- 1JASHINOTON ' ¢ p !•, COUNTY OF •JEFURSON F". n •? i6Y' In the matter of x Revision of the boundary X Resolution No._-,.___Z4=SS_-•-----•- of the Brinnon Flood X w? t Control Sub-Zone Di Str•ict X WHEREAS, on the 16th day of September, 1985, in regular meeting, the board of County Comm:issaoneI, s upon their own motion unonamous.1 passed Resolution Number 66-85 initiating the revision of the boundary of the Prinnon r Flood Control Sub--Zone District in accordance with R.C.W. 86,15.010, et seq., and; WHEREAS, notice of a public hearing of the intent of the CommisslOnei'S to „ " revise the boundary of the Brannon Flood Control Sub--Zone Iiist`•iC.t was- given, made and publi?. as provided by law, said hearing was held on the 7„h rJay 0f -heo October, 1985, at. the hour of 2:15 P,M., in the COmrt,i.SSioners Chambers of the - - . County Courthouse located in JeFferson County, Washington, the date :and place 4 fixed by Such Resolution and Public Notice for paid hearing, and; a WHEREAS, all persons attending said public hearing were given the opportunity to be heard and comment on the revision of said District Boundary and the Commissioners find that said District Boundary should be established and that it is in the best interest of the County, the general public and the area to be served by said District; ys? IT IS RESOLVED that the Jefferson County Board of Commissioners does hereby revise the Boundary of the brinnon Flood Control Sub-Zone District; l ? IT IS FURTHER RESOLVED that the revised boundary of said brinnon Sub-Zone be described as follows; THE PRI.NNON FLOOD CONTROL SUH_ZCiNE DISTRICT That portion of Sections 2, 3, 4, and 5, Township 25 North, Range 2 West, W.M., and Sections 8, 9, 15, 16, 22, 27, 31, and 35, Township 26 NorLh, Range 2 West, W.M., and all of Sections 17, 18, 19, 20, 21, 28, 29, 30, 32, 33 and 34, Township 26 North, Range 2 West, W.M., and Sections 13, 14, 15, 16, J.7, 20, 21, 22, 23, 24 and 25, Township 26 North, Range 3 West, W.M. and that portion of the Olympic National Forest, and that portion of the Olympic Notion-al ParK, .and that portion of the Hood Canal more particularly described as follows; Beginning in Hood Canal. at the high tide line and the easterly projection of the south line of Section 2, 1'. 25 N., R. 2 W.; thence i' northerly along said high tide. :line: to the easterly projection of s the north lane of the 61/2 of the 51/2 of Sections 2 and 3; thence west, along said north line to the eac,t line of the SW1/4 o'F Section ' & 3; thence south along the said east line of the SW1/4 to the south ay 1./4 corner of Section 3; thence west along the section line common ; to Sections 3 and 10 to the sent an corner cannon to Sections 3, A, 9, and 10; thence north along the section line common to Sections 3 z and 4 to the north line of the S7/2 of the S1/2 of Section 4; thence "i west, along said north line to the north-south quarter section :Line; thence north along said quarter section line to the center of Section 4; thence west along the east-west, quarter section line to the west 1/4 corner of Section 4; thence continuing west along the &V. south line of Gov't. Lot 5 in Section 5 to the southwest corner of - ' a? a said Gov't. Lot o; thence north along the west, line of Gov't, Lot 5 to the south line of the NI/2 of the N1/2 of Section 5; thence west ? f along said sough line to the southwest corner of Gov't. Lot 2; thence north along the west line ne of Gov't. Lot 2 to tyre north 1/4 ?ice corner of Section 5; the=nce west along the section line common to 40 r ,_? Section Sr T. 25 N., R. 2 W. and Section Section 32, T. 26 N., R. 2. W. to the southwest section corner of Section 32, T. 26 N., R.2 W.; ,rat' ?Ss thence north along the section line common to Sections 31 and 32 to L P the ridge that forms the divide of the hosewallips River and they Duckabush River watersheds; thence westerly through Section 31 and a ' portion of the Olympic National Forest to the summit of Mt. Jupiter; t thence continuing westerly along said divide of the hosewallips River and Duckabush Raver through said through said National Forest ' j land and into the Olympic National ParK to the summit of Mount La Crosse; thence northwesterly along the ridge that forms the divide n of the Dosewallips River and the Cuuinuult River watersheds through ; Anderson Pass to the summit of Mount Anderson; thence northwesterly ,:- along the ridge to West PeaK; thence northwesterly, northerly, and k' northeasterly along the ridge that forms the divide of the Silt CreeY, and Hayes River watersheds 20 the summit. of Sentinal F'ea k; a thence northwesterly along the ridge that Forms the divide of the ? - hosewall lp5 River and Hayes River watersheds to the summit of Mount -, Cloywood; thence easterly and norteasterly along the ridge that ?q forms the divide of the Dosewallips River and Lost River, watersheds through Lost. Pass to the summit of Lost PeaK; thence continuing northeasterly along said divide to the easterly summit of Mount. r Yoil °:? n t - Cameron; thence easterly along the ridge that forms the divide of the Dosewallips Fiver and the Cameron CreeY,-Gray Wolf River a ` watersheds to the sununit of Mount Deception; thence southeasterly ,?• ti along the ridge to the summit of Mount Fricaba; thence southwesterly along the ridge to the summit of Mount Mystery; thence southeasterly along the ridge that forms the divide of the Iiosewa.lli.ps River and ,n ¢ the Dungeness River watersheds through Constance Pass to the summit t x 'r r1y?4`„ of Mount Constance; thence southerly -along the ridge to the boundary of the Olympic National Forest and the Olympic National Park; thence f ti easterly along the.: ridge that forms the divide of the Dosewallips 7 t! risti?v' J+' River and the Rig Giilcene River watershed, to thn summit of Mount, s Crag; thence continuing easterly and southeasterly along said divide y RR°.< + S to the summit of Ruck Mountain; thence easterly and southerly along er t the ridge that forms the divide of the hosewallips River and Marple` ?I ?I Creek-Jackson Creek watersheds through Sections 9, 16, 15 and 22, T. y`s taw 1 `u 7A ?? £? wttix 26 N. R. 2 W., to the summit, of Mount. Turner; thence southeasterly ?. =ti .a it .`. M,• ? ? kt ? ? r ' ? F ?i u'? ? rat ;i ,?1.1?,., ? ?1 . ,1 I _ a? {Gti 5 r f ,?cclIrr 541 t ?r f r 1 ? ,• r - ? Y at 4 r r ,i ?? 1 66 J V ',r l r A Mn, .. -' 1' & alon9 the ridge that forms the divide of the Dosewalli ? ps and Turner Creek watersheds through said Section 22, to the summit of Green Hill laying in the N.E. 1/4 of Section 27, •; 26 N., R. 2 W.; thence continuing southeasterly along said divide- through Sectaar, 27, to f the section corner common to Sections 26, 27, 34, 'and 35, T'. 26 N., k F. 2 W.; thence south along the section line common to Sections 34 and 35 to the west 1/4 corner of Section 35, thence east, along the east-west quarter section line of Section 35 to the high fade line, said point being within the right-of-way of S.R. i01; thence ' southerly along the high -tide line to the southwesL corner of Tract 1 of the State Oyster Reservation .at Brinnon; thence easterly along ' the south line of said Tract 1 to the east line of the Brinnon :p Oyster Reserve; thence southerly along said east, line to the low x' tide line in Hood Canal; thence southwesterly and southerly along .? said lower low tide line to the easterly proJecti.on of the south line of Section 2, T. 25 N.Y R. 2 W.; thence westerly along said , projection to the high tide line and the place of beginning. _ Containing 74,900 acres, more or less. IT IS FURTHER RESOLVED that the area described herein incorporate any and 'al.l watersheds located in said described houndnries?;}?J ; ADOPTED THIS DAY OF _'7fc • , 1585. •i o Fitts, Chairman tit --?'`???/?`-`°°`? -------- •'" B. G. Brown Member '+ ?• r gar •' Dennison. Member ? SEAL ATTEST . F a .r r ,t t _ a r .?CCI..CfcL.c ti F - ? ine C. Brogg / rd } Cl rk of the Board/._.. t !r i Z a n e t ?. r k It ' 7 41 ! ?? YM f? 7r ;Uki r P, d t x i :aYk? *i ' - ua t 1 rw ?, .i r', z 'r .r rtli? ?.? I ( J ' 0 'pJ ???1 ? ,I r 9 # `" 'A eN? , J ?ts_t r71 STATE OF WASHINGTON COUNTY OF JEFFERSON FLO 03.tO ! In the rtratter of k Revision of the Boundary X Resolution Na. of the Brinnon Flood X -'- Control Sub--Zone District X V, WHEREAS, on the 16th dray of Septembers 1985, in regular meeting, the Board of County Commissioners upon their own motion unanimously passed Re..;olu•tion Number 66-8;= initiating the revision of the Boundary of the Brinnon Flood Control Sub-Zone District in accordance with R.C.W. 86.1.5.010, et seq., g and; WHEREAS, notice of a public hearing of the intent of the Commissioners to revise the boundary of the Bri.nnor. Flood Control Sub---Zane District, was given, made and published as provided b, law, ,aid hearing was held on the 70 day of r, s October, 1985, at the hour of 2:15 P.M., in the Commissioners Chambers of 'the County Courthouse located in Jefferson County. Washington, the date -arid plane fixed by such Resolution and Public Notice for said hearing, and', WHEREAS, all persons attending said public hearing were given the opportunity to be heard and comment on the revision of said District. Boundary and the Commissioners find that, said Iiistrict Boundary should be established and that it is in the best interest, of the County, the general public and the area to be served by ssid District; IT IS RESOLVED that the Jefferson County Board of Commissioners does hereby revise the Boundary of the Brinnon Flood Control Sub-Zone District; IT IS FURTHER RESOLVED that the revised boundary of said Brinnon Sub-Zone w_ be described as follows; THE HRINNON FLOOD CONTROL SUP_ZQNG That portion of Sect, :ions 2, 3, 4, and 5, Township 25 North, Range 2 Westr W.M,r and Sections S, 9, 15, 16, 22, 27, 37., and 35, Township 26 North, Range 2 West, W.M., and all or Sections 17, 1.8, 19, 20, 21, 28, 29, 30, 32, 33 and 34, Township 26 North, Mange 2 West, W.M., and Sections 13, 14, 15, 16, 17, 20, 21, 22, 23, 24 and 25, Township 26 North, Range 3 West, W.M. and that portion of the Olympic National Forest, and that portion of the Olympic National Park, and that portion of the Hood Canal more particularly described as follows: :2L 2 A' }".aY RFB sTQFii {t7XhlRE W?:' .51'!1 ? v Beginning in Flood Canal. -at the high tide line and the easterly projection of the south line of Section 2, T. 25 N., R. 2 W.; thence +• northerly along said high tide: :Line to the easterly projection of z the north line of the 51/2 of -the S1/2 of Sections 2 and 3; thence west alono said north line to the cast line of the SW1/4 of Section 3; thence south along the said east line of the SW1/4 to the south 1/4 corner of Section 3; thence west along the section line corrmion to Sections .T?, and 10 to the section corner common to Sections 3, 4, €:' 9, and 10; thence north alone the section line common to Sections 3 and 4 to the north line of the S7/2 of the S1/2 of Section 4; thence west along said north line to the north-south quarter section line; thence north along said quarter section line to the center of Section 4; thence west along the east-west quarter section line to the west 1/4 corner of Section 4; thence continuing west, along the so.rth line of Gov't. Lct S in Section 5 to the southwest corner of said Gov't. Lot 5; thence north along the west line of Gov't. Lo't, 5 _ to the south line of the NI/2 of the N1/2 of Section 5; thence west nIong said eouth line to the southwest corner of Gov't. Lot 2; $ thence north along the west line of Gov't. Lot 2 to the north 1/4 corner of Section 5; the=nce west along the section line common to Section 5. T. 25 N., R. : W. and Section Section 32, T. 26 N., R. 2. W. to the southwest section corner of Section 32, T. 26 N. R.2 W thence north along the suction line common to Sections 31 and 32 to the ridge that forms the divide of the hosewallips Fiver and the TM InucKahush River watersheds; thence westerly through Section 31 and a portion of the Olympic National Forest to the summit of Mt. Jupiter; thence continuing westerly -along said divide of the hosewaII ps River and DucKabush River through said through said National Forest ?y land and into the Olympic National Park to the summit of Mount La Crosse; thence northwesterly along the ridge that forms the divide ' of the Dosewallips River and the Ouinault River watersheds through t Anderson Pass to the summit of Mount Anderson; thence northwesterly alono the ridge to West Peak; thence northwesterly, northerly, and northeasterly along the ridge that forms the divide of the Silt - Creek, and Hayes River watersheds to the summit, of Sentinal PeaK; L2 ` thence northwesterly along the ridge that fprmS the divide of the Dosewal.lips River and Hayes River watersheds to the summit of Mount -1-' Claywood; thence easterly and norteasterly along the ridge that, forms the divide of the IIp5E1Ja 1. l.i p5 River and Lost River' Wa'tA l`5heds ° through Lost, Pass to the summit, of Lost Peak; thence continuing r northwesLerly along s., jd divadca to the easterly summit of Mount Cameron; thence easterly along the ridge that forms the divide of the It osewo3.1ips River and the Cameron CreeK-Gray Wolf River watersheds to the summit of Mount Deception; thence southeasterly , x along the ridge to the summit of Mount Fricaba; thence southwesterly C along the ridge to the summit of Mount Mystery; thence southeasterly along the rid e that forms the divide of the Dosewalli s River and 1 1 ` g .p the Dungeness River watersheds through Constance Pass to the summit "S of Mount Constance; thence southerly along the ridge to the boundary jV of the Olympic National Forest and the Olympic National. Park; thence ea t l l th t f di id th th id D lli s er y a ong v e r ge a orms e e of the osewa ps River and the Big Oui.lcene River watersheds to the suirmit of Mount t r ? Crag; thence continuing easterly and southeasterly along said divine to the summit of BucK Mountain; thence easterly and southerly along ? .p$. + H {' N the ridge that forms the divide of the Dosewallips River and Marple Creek-Jackson Creek watersheds through Sections 9 16 15 and 22 T. , , , 26 N. R 2 W to the summit of M ner; thence southeasterly nt T . ., ou . ur },.rb1 1 v ?} r S i }?! !V kJ!.i .. 1 A? '9Y hr. IM PU `: 4 `? kvh,u/ i 1 {{ V` r ` !! M1 b Y t. ? 1 }?2d? 4 ? L 1 ?• t -along the ridge that forms the divide of the Dosewalli ps and Turner Creek watersheds through said Section 22, to the summit of Green & Hill laying in the N.E. 1/4 of Section 27, T. 26 N., R. 2 W.; thence ? continuing southeasterly along said divide through Section 27, to 'y the section corner, common to Sections 26, 27, 34, and 35, 1'. 26 N., R. 2 W.; thence south along the section line common to Sections 34 $,y and 35 to the west 1/4 corner of Section 35, thence east along the east-west quarter section line of Section 35 to the high tide line, said point being within the right-of-way of S.R. 101; thence southerly along the high tide line to the southwest, corner of Tract 1 of the State Oyster Reservution at $rinno-; thence easterly along g. the south line of said Tract 1. to the east line of the Hrinnon Oyster Reserve; thence south er Iy along said east', line to the low tide line in Hood Canal; thence southwesterly -and southerly along said lower low tide line to the easterly projection of the south line of Section 2, T, 25 N., R. 2 W.; thence westerly along said Y protection to the high tide line and the place of beginning. Containing 74,900 acres, more or less. IT IS FURTHER RESOLVED that the area described herein incorporate any and all watersheds located in said described boundaries; k? ADOPTED THIS DAY OF 1985. r John L. Pitts, Chairman - i i --- l----------------- --- Al P. G. Drown Member - u / arrY Dennason, Member < < SEAL nh?@d ATTEST Jardine C. Pragg erk of the board PUBLIC HEARING, NOTICE NOTICE IS HEREBY GIVEN that pursuant to resolution Number a Public Hearing will be held by the Jefferson County Board of Commissioners on MoadA ------------- _7- --- , 1985, at the hour of -_,2:;L!5 ___PM, iat the Q4iNl .%:L41]PS '_ CJlambers Chambers Courthouses_t.TgyLrMehd. ?W- p, to take testimony on the revision of the _P boundary of the Brinnon Flood Control Sub-Zone District. DATED THIS__ft}LDAY OF . 1985. ...... ? - ------- ----- - 9. John L. Pitts, Chairman t K i l - ?n ??. STATE OF WASHINGTON • COUNTY OF JEFFERSON In the matter of x 32 t? Intent to revise x Resolution No.: Boundary of the Brinnon X -•---b6=85________ S 4&?, Flood Control Sub-Zone X District X rar WHEREFiS, there is a need to revise the boundary of the Brinnon Flood Control Sub-Zone District, established on the 17th day of December, 1984, by Resolution No. 96-84, to better serve the public interest, and to better repesent, the areas to be served by so:id Sub-Zone District; ?. r IT 1S RESOLVED that the Jefferson County Board of Commissioners intends to revise the boundary of the Brinnon Flood Control Sub-Zone Distract; ally l" IT IS FURTHER RESOLVED that in -accordance with the provisions of RCW 86.15. et seq., the Board of Commissioners will. conduct a public hearing in the Commissioners' Chambers. Courthouse, Fort Townsend, Washington, on Monday, October,7, 1985, at the hoar of 2:15 PM; 7 IT IS FURTHER RESOLVED that, the revised boundary of said Brinnon Sub-Zone be described as follows; s w n THr• PRM1 -IN FLOOD CONTROL SUB-ZONE DISIRICT P, That portion of Sections 2, 3, 4, and 5, Township 25 North, Range 2 West, W.M.. and Sections 8, 9, 15, 16, 22, 27, 31, and 35, Township 26 North, Range 2 West, W.M., and Q11 of Sections 17, 18, 19. 2021, 28, 29, 30, 32, 33 -and 34, 'Township 26 North, Range 2 West. _- W.M., and Sections 13, 14, 15, 16, 17, 20, 21, 22, 23, 24 and 25, Township 26 North, Range 3 West, W.M. and that portion of the Olympic National Forest, and that, portion of the Olympic National ti. " ParK, and that portion of the Hood Canal more particularly described as follows: Imo" Beginning in Hood Canal aL the high tide line and the easterly ? pro;iection of Lyre south line of Section 2, T. 25 N . , R.2 W.; thence: fry. northerly along said high tide line to the easterly projection of the north line of the S1/2 of the S1/2 of Sections 2 and 3; thence r ? west along said north line to the east line of the SW1/4 of Section ' f ' 3; thence south along the said east line of the SW1/4 to the south I d 1/4 corner of Section 3; thence west along the section line common , to Sections 3 and 10 to the section corner common to Sections 3, 4, 9, and 10; thence north along the section line common to Sections 3 lyr ;,rd y? and 4 to the north line of the S1/2 of the S1/2 of Section 4; thence west along said north line to the north-south quarter section line; r, thence north along said quarter section line to the center of ` Section 4; thence west along the east-west quarter section line to r? ?R = the west 1/4 corner of Section 4; thence continuing west along the a. p south line of Gov't. Lot 5 in Section 5 to the southwest corner of t?E?x,l °p said Gov't.. Lot 5; thence north along the west, line of Gov't. Lot 5 to the south line of the N1/2 of the N112 of Section 5; thence west F MXMM 77,77- 7, 7 JI ll t 2; 't L . o along said south lin to the southwest corner f Gov thence north along the west line of Gov't. Lot 2 to the north 1/4 ' corner of Section 5; thence west along the section line common to a?Al Section 5, T. 25 N., R. 2 W. and Section Section 32, T. 26 N., R. 2. W. to the southwest section corner of Section 32, T. 26 N., R.2 W.; d 32 to 31 F a4 an thence north along the section line common to Sections p. me .'' the ridge that forms the divide of the Dosewallips River and the DucKabush River watersheds; thence westerly through Section 31 and a y; portion of the Olympic National Forest to the summit of Mt. Jupiter; thence continuing westerly along said divide of the Dosewallips t *y' River and IlucKabush River through said through said National Fores r land and into the Olympic National F'arK to the summit of Mount La Crosse; thence northwesterly along the ridge that forms the divide of the Dosewallips River and the Ouinalt River watersheds through x4 j l r Anderson Pass to the summit of Mount Anderson; thence northwesterly and rtherly l n t ? E o , er y, along the ridge to West Peak; thence northwes r northeasterly along the ridge that forms the divide of the Silt K; P e a CreeK and Hayes River watersheds to the summit of Sentenil thence northwesterly along the ridge that forms the divide of the c ? Dosewallips River and Hayes River watersheds to the summit of Mount y;?a Claywood; thence easterly and norteasterlY along the ridge that forms the divide of the Dosewallips River -and Lost River watersheds summit of Lost F'eaK; thence continuing th t x , e o through Lost Pass t f M oun northeasterly along said divide to the easterly summit o e that forms the divide of rid th l _ g e ong Cameron; thence easterly a lf River W y o the Dosewallips River and the Cameron Creek-Gray watersheds to the summit of Mount Deception; thence southeasterly along the ridge to the summit of Mount Fricaba; thence southwesterly n along the ridge to the summit of Mount Mystery; thence southeasterly along the ridge that forms the divide of the Ilosewall.ips River and h Constance Pass to the summit ou th d h g r s e the Dungeness River waters _ of Mount Constance; thence southerly along the ridge to the boundary of the Olympic National Forest and the Olympic National F'arK; thence s° easterly along the ridge that forms the `divide of the Dosewallips River .and the Fig Ouilcene River watersheds to the sunsuit of Mount id di v e Crag; thence continuing easterly and southeasterly along said to the summit of Puck Mountain; thence easterly and southerly along r .and Marple Ri lli ve ps the ridge that forms the divide of the Dosewa a ' . Cr•eeK-Jackson Creek watersheds through Sections 9, 16, 15 and 22, 1 26 N. R. 2 W.r to the summit of Mount Turner; thence soutneasterly along the ridge that forms the divide of the Dosewallips -and Turner Creek watersheds through said Section 22, to the summit, of Green Hill. laying in the N.E, 1/4 of Section 27, T, 26 N., R. 2 W.; thence continuing southeasterly along said divide through Section 27, to the section corner common to Sections 26, 27, 34, and 35, T. 26 N., R. 2 W.; thence south along the section line common to Sections 34 and 35 to the west 1/4 corner of Section 35; thence east along the east-west quarter section line of Section 35 to the high tide line, said point being within the right-of-way of S.R. 101; thence southerly along the high tide line to the southwest corner of Tract 1 of the State Oyster Reservation at Drinnon; thence easterly along the South line of said Tract 1 to the east line of the Drinnon Oyster Reserve; thence southerly along said east line to the low tide line in Hood Canal; thence southwesterly and southerly along said lower low tide line to the easterly projection of the south line of Section 2, T. 25 N., R. 2 W.; thence westerly along said projection to the high tide line and the place of beginning. d y"??""r?^v^'rM1"? ? 'did bA `*"+'+FF!At2?7drK?FV+°ft' 1 erh•;; a;?*y?Kn?i6Y#P'?F.'-°"f P ? a??:'1H (47T?i.b. ? A0.fh? ?i Mn ? I ' ( ?J(? I MI' ?? ' I rA ?' 1 CJ 1 d ? ?? .'P %.r Y I ( by Y 9jtl? _ I 16, Containing 74,900 acres mo - , re or 1 ESS. ADOPTEU THIS ff ?? GAY F, r a /' C c-L r 1985. x .q,/G?? / ' John L. Pitts,-Chairman F1. G. Brown Rember - Larry W, De nison?+ n Member SEAL AV; ATTEST J rdine C. Ara g ? lerk of the Hoard . .? «*"""is`°"`"?QdSZfr'?w', i6 "'"'"'•"?P>P'`°i'w"KC"?a'aN' t?.?a.r ;. r ' r 7 r' r ? t? i r' r ? -r • ' { ?u - ? i f ? 4 5 ,b (?((?? A. * 1 4.1P I 11G r+ e" I ?Y{ 1 ? ) ? ;I - ? C 'f, f I l ? yr r IS n f M J???I I ? •? { a r? ! 1? A ++YY - 1 w ? ? It ?G I r - 4? ? ?• ' r . k<r t ;r rr .66 WHEREAS, there is a need to revise the boundary of the Bri.nnon Flood r Control Sub-Zone District, established on the 17th day of December, 1984, by Resolution No. 96-84, to better serve the public interest, and to better "•r a repesent, the areas to be served by said Sub-Zone District; IT IS RESOLVER that the Jefferson County Board of Commissioners intends to revise the balndary of the Brinnon Flood Control. Sub-Zone District— ' ,?- r W IT IS FURTHER RESOLVED that in accordance with the provisions of RG 86.15, et seq., the Board of Commissioners will conduct a public hearing in ? t the Commissioners' Chambers, Courthouse, Fort l'ownsend, Washington, on Monday, r Ortober,7, 1985, at the hour of 2:15 PM; IT IS FURTHER RESOLVED that. the revised boundary of said Bri.nnon Sub-Zone be described as follows; . V 7FIF:; Bf_,1Nt.fJN F.1-0011 CPiN1.I Ul. SUB _7c..± DISI ICT; ? That portion` of Sections 2, 3, 4, and 5, Township 25 North, Range 2 r. West, W.M. -and Sections 8, 9, 15, 16, 22, 27, 31, and 35, Township 26 North, Range 2 West, W.M., and ail of Sections 17, 18, 19, 20, 21, 28, 29, 30, 32, 33 -and 34, Township 26 North, Range 2 West. W,M., -and Sections 13, 14, 3.5, 16, 17, 20, 21, 22, 23, 24 and 25, Township 26 North, Range 3 West, W.M. and that portion of the Olympic National Forest, and that, portion of the Olympic National. ParK, and that portion of the Flood Canal more particularly described as follows: Beginning in Flood Canal at the high tide line and the easterly protection of the south line of Svc L'ion 2, T. 25 N . , k. 2 W.; thence ' northerly along said high tide line to the easterly pro.Jecti.on of the north line of the S1/2 of the S1/2 of Sections 2 and 3; thence west along said north line to the east line of the SWi/4 of Section ` 3; thence south along the said east line of the SW1/4 to the south 1/4 corner of Section 3; thence west along the section line common to Sections 3 and 10 to the section corner common to Sections 3, 4, 9, and 10; thence north along the section line common to Sections 3 and 4 to the north line of the S1/2 of the S1/2 of Section 4; thence west along said north line to the north-south quarter section line; thence north along said quarter section line to the center of Section 4; thence west, along the east-west quarter section line to the west, 1/4 corner of Section 4; thence continuing west along the south lint? of Gov't. Lot 5 in Section 5 to the southwest corner of said Gov't.. Lot 5; thence north along the west, line of Gov't. Lot 5 to the south line of the N1/2 of the N112 of Section 5; thence west k r t s,7 r; ?pFt? ! y 1 s(? I 3' ' ?1T T 1 1 1 4 ; I ?9 1 ?Ir? , 't J ? ? it , ; II ? ` !` q r I j) [?• flry,li?? I f '1 t ? % f l? JYtl T?' I h ? a 5F9 'Alf n ? Wvv?' ? ?? d along said south line to the southwest corner of Gov't. Lot thence north along the west line of Gov't. Lot 2 to the north 1/4 r corner of Section 5; thence west along the section line common to Section 5, T. 25 N., R, 2 W. and Section Section 32, T. 26 N., R. 2 =is ° W. to the southwest section corner of Section 32, T. 26 N., R.2 W.; o r thence north along the section line common to Sections 31 and 32 to - the ridge that forms the divide of the Dosewallips River and the Duckabush River te h wa rs eds; thence westerly through Section 31 and a portion of the Ol i ymp c National Forest to the summit of Mt. Jupiter; thence continuing westerly along said divide of the Dosewallips w River and Duckabush River through said through said National Forest s? land and into the Olympic National Park to the summit of Mount La C rosse; thence northwesterly along the ridge that forms the divide of the Dosewallips River and the Puinalt River watersheds through Anderson Pass to the summit of Mount Anderson; thence northwesterly along the ridge to West Peak; thence northwesterly, northerly, and ya northeasterly along the ridge that forms the divide of the Silt x Creek and Hayes River watersheds to the summit of Sentenil Peak; thence northwesterly alon the id th 4 ? g r ge at forms the divide of the Dosewallips River and Hayes River watersheds t th ?-' * •, I. , o e summit, of Mount Claywood; thence easterly and norteasterly along the ridge that forms th di id f e v e o the Dosewallips River and Lost River watersheds through Lost Pass to the summit of Lost Peak; thence continuin g northeasterly along said divide to the easterl it y summ of Mount Cameron; thence easterly along the ridge that forms the divide of pj the hosewallips River and the Cameron Creek-Gray Wolf River watersheds to the surtunit of Mount Deception; thence southeasterly along the ridge to the summit of Mount Fricaba; thence southwesterl 9 - y along the ridge to the summit of Mount Mystery; thence southeasterly r along the ridge that forms the divide of the Dosewallips Raver and th D e ungeness River watersheds through Constance Pass to the summit gd of.Mount Constance; thence southerly along the ridge to the boundary ' of-the Olympic National Forest and the Olympic National ParK; thence easterly along the ridge that forms the divide of the Dosewallips River and the Bi Ouil Ri g cene ver watersheds to the summit of Mount ' Crag; thence continuing easterly and southeasterly along said divide to the summit of Buck Mountain; thence easterly and southerly along the ridge that forms th di id h e v e of the osewallips River and Marple C e k- r e Jackson Creek watersheds through Sections 9, 16, 15 and 22, T. ` ` " 26 N. R. 2 W., to the summit of Mount Turner; thence soutneasterly along the ridge that forms the divide of th D e osewallips land Turner Creek watersheds through said Section 22, to the summit of Green Y Hill laying in the N.E. 1/4 of Section 27, T. 26 N., R. 2 W.; thence conti i ?ab'wg nu ng southeasterly along said divide through Section 27, to i. the section corner common to Sections 26, 27, 34, and 35, T. 26 N. ' ' r , ; R•-=2-.W. thence south along the section line common to Sections 34 , and 35 to the west 1/4 corner of Section 35; thence east along the - east west quarter section line of Section 35 to the high tide line , said point being within the right-of-way of S.R. 101; thence southerly along the high tide line to the southwest co f T ,a rner o ract 1 of the State Oyster Reservation at Bri.nnon; thence easterly along the south line of said Tract 1 to the east line of the Brinnan Oyster Reserve; the th " 1 nce sou erly along said east line: to the low tide line in Hood Canal; thence southwesterly and southerly along said lower low tide line to the easterly protection of the south line of Section 2 T 25 N R , . ., . W.; thence westerly along said protection to the high tide line and the place of beginning. n 4 7 1 ?? I ? fy Is' 1 4 ( . 1 ?? M L y ' r )'t lTi T i. h I ? : tt M t??' Awl .s a8. Containing 74,900 ac x AhOFTEU THIS H res, more of hAY 7' 985. w John L. Fitts, Chairman 1 t H. G. Brown Member -- --- Larry W. Dennison, Member a n ! SEAL ATTEST f74 d J rdine C. Br 9 ` .... , - lerk of the Board r s -? t , ', rr_c F1f cr nh t . 47 f { 1 ro ? r r ? r re . a t ANDREA REATTY RINIKER f o Dirxlor F17 t STATE OF WASHINGTON rh ' DEPARTMENT OF ECOLOGY dU;i - Alail Stop PV-11 • Olympia, Washington 98504-8711 . (206) -159-GIX,q. t' MEMORANDUM "? ?? June 20, 1985 TO: Persons Interested in the Skokomish-Dosewallips Instream Resources Protection Program '•,? 3£ - FROM: Doug Rushton, Basin Planner Water Resource Planning and Management Section SUBJECT: Instream Resources Protection Program Report and Proposed Regulations for WRIA 16 Enclosed i th d f s e ra t Skokomish-Dosewallips Instream Resources Protection - Program (IRPP), including the proposed regulation (Chapter 173-516 WAC). Th e purpose of this program is to preserve minimum instream flows to protect instream resources, including fish, wildlife, navigation, water quality, recreation, aesthetic, scenic, and other environmental values. Actions proposed in this program would: 1) establish minimum instream flows on 11 streams or rivers; 2) set surface water source limitations (partial year or all year closures) on 31 streams; and 3) set develop- ment limitations policies on 3 major rivers. Future out-of-stream con- sumptive water withdrawals will be affected by these proposed regulations. Existing water rights will not be affected. ,t The department has previously held three public meetings to explain and - discuss the Skokomish-Dosewallips Instream Resource Protection Program during its development. On Thursday, July 11, 1985 the department will conduct two public hearings to receive comments on the draft IRPP and the proposed regulations. The hearing schedule is as follows: ;r Time: 2:00 p.m. Time: 7:00 p.m. s Place: Brinnon School Place: Hoodsport Fire Hall Brinnon Hoodsport The comment period for submitting written statements ends on August 2, 1985. The department will incorporate and respond to comments in a final report scheduled to be distributed September 13, 1985. Following a brief final review period, a final hearing to consider the adoption of the regulation into the Washington Administrative Code is scheduled for Friday, September 27, 1985. Questions and comments on the program can be directed to: Doug Rushton, Department of Ecology, Mail Stop PV-11, Olympia, WA 98504. The telephone number is: (206) 459-6113. w ?J B .hSw 7YRt?;P I ^ M' ? "?k?? 1v 1110 1 71 xd } S } 4 Y . rr 11' 1 k a -,? R J Jul ?r 4 { I ? ? r wA, ?? - - . 1 _ 4 r ? I 'S r? r , ; r 1! r 1- A ' / 311 I ` Y I M1l q .- f F `t M , 4 y 1 1 Til", h . A i 7 f } t f . y?E 5 k 11 }:1 :. M { 0'1% '1 3a? ' I] 0 BRINNON FLOOD CONTROL DISTRICT ADVISORY COMMITTEE Dates May 21, 1985 Places Lazy C Clubhouse Times 7130 P.M. In attendance were: Lyle M. Tinker, Chr. Michael G, Mathews Gertrude Flock Robert Clark Leroy Wright Representing Jefferson County: Gary Rowe-Public Works Bruce Laurie-Public Works Robert Clark was chosen as Vice Chairman by acclimation. There was considerable discussion regarding possible correct- ive action and funding possibilities. There also was discussion regarding the development of both short and long range plans to meet the problems caused by past and present clear cutting of timber "up river". Mike Mathews moved that we request Gary Rowe and Bruce Laurie provide the Committee all maps and photos available in their office. Leroy Wright seconded. Carried. Adjourned: 9:05 P.M. Restfu 'ly submitted, yle M. Tinker, Chr. To: B.O.C.C. From: Public Works Department Sub.j: Report, of Brinson Flood Control. Zone District Advisory Board g r ° ; Meetin The Brinnon Flood Control Zone District Advisory Board has met with z` Public WorKs once on May 21, 1985, with all members of the Advisory Board present. Present from Public Works were Gary Rowe and Bruce Laurie. Mr. Robert C1arK was chosen Vice Chairman by the board, Other business included the discussion of the development of short and t long range plans to meet the problems of funding and corrective action 71 to reduce flooding and flood damage. The board members felt that clear cut logging is a major contributor to the flooding problem due to increased runoff caused by this activity. The rebuilding of the banK/ _ dike at Brinnon Flats by the WGDOT was also discussed. The Board requested that Public Works provide them with all maps, photos, and information that are available through the Public WorKs office. N f t ?. o u ure meeting time was set. 14 V 7U_ M-777 ?? ? re u? ? v+a, ?' . r? ,?la"y?i, r i?r,?tM? r F a s•, w , 7 ? iii i ? r n ^'q s??l ?? K ?? t a 9I? BOARD/COMMISSION: BRINNON FLOOD CONTROL DISTRICT ADVISORY BOARD Date of Listing: - April 85 Meeting times: not set yet Number, of Members: 5 Length of Terms: 3 years .. Notices to/Contact Person Gary Rowe, Public Works r. m n or. Boarc MEMBERS: fi Names Address Phone: Term Expires 1) Lyle M. Tinker. (Chairman P. O. Sox 127 79l,•q779 3/31/8a r. nnon 2) Gertrude Flocl; P.O. Box 172 1 9lo- 8707 ? 1/11 /RF Brinnon q 3) Leroy Wright P.O. Box rinnon 14? 7q( e-?lt{q 3/31/87 ? ' x 4) Robert Clark P.O. Box 68 7!l0- ?(7?tR, 3/31/88 Michael G. Matthews P.O. Box _Brizrnan-- 183 Eta--- c 98330 %rl(? - ?l?( t I 3/31/87 6) 7) 8) 9) 10) 11) 12) 13) 14) 15) ?a i gm?. ,f '? i P t fl '?vMdF 4 r F Fc-- w• r ? rare y r .. ,r , 1C s'" i6 , '? "? t i.+ f' d?f s? Y ? ' }? i V 1 ? ( Jt1 .x r" ? L "Y 7 .. J y'. ?,. ? { j - AutMac ; . ?L ? I• n'' ' f?K R ?'? ?1 ? y th A ' aN • ,. .,?. __t YSS1 . e . Yn s ®y we W? i A GUIDE FOR FLOOD CONTROL ZONE DISTRICTS ADVISORY COMMITTEES v The law authorizing the formation of Flood Control Zone Districts Bonrd of Count Comissioners may appoint an Advisory Committee for any zone or bi ti f ` com na on o any two or more zones. The Committee shall consist of not more than five -• ' members and serve without pay, but may receive their reasonable expenses, and serve at '' 3 the pleasure of the Board of County Commissioners. PURPOSE The purpose of a Flood Control Zone District Advisory Committee is to advise and assist y the Board of County Commissioners with respect to flood control matters which affect the Flood Control Zone District. The function of the Advisory Committee is advisory only. All administrative functions are the responsibility of the Board of County Commissioners and the County Engineer. However, the assistance and advice by y provided b the Advisor Committee will aid the Board of County Commissioners in the formulation of decisions and >^ l policies and the administration of flood control matters which concern the Flood Control Z Di i T A 1 one str ct. he dvisory Committee shall study any particular problem as requested th B b d f C C r oar y e o ounty ommissioners. APPOINTMENT a Each Advisory Committee member shall be appointed by the Board of County Com- missioners. i + TERM OF OFFICE The term of office for each Advisory Committee member shall be three years. The terms shall be staggered so that the expiration of the term of no more than two members p shall occur any any one year. The term of office of the members initially appointed shall r; be one, two or three years, as appropriate, to provide for staggered terms. x OFFICERS Each Advisory Committee shall have a chairman as designated by the Board of County Commissioners. The Advisory Committee may select from its membership a vice-chairman d :v an a secretary. MEETINGS r } Meetings shall be held as deemed necessary and appropriate, provided that at least r} one meeting will be held each year. The meetings will be called by notice from the h i h i # c a rman, or t e v ce-chairman acting in his absence. As appropriate, meetings should be held to determine the views of local interests. Such meetings may be held by, and in } ' the name of, the Advisory Committee. ? ,. Y A a' to ATTENDANCE I Regular attendance is essential to the continuity of thought and action of the Ad- a, visory Committee. Therefore, if a member misses four consecutive meetings, his mern- bership shall be terminated, unless excused by the remainder of the membership. If o membership is terminated, the Board of County Commissioners shall be notified that a position is vacant. The Board of County Commissioners shall appoint a new member to fill the vacancy. FIELD TRIPS Field trips shall be made as appropriate and at the discretion of the Advisory Comm- ittee. ASSISTANCE BY THE COUNTY ENGINEER The County Engineer shall assist the Advisory Committee by providing transportation, ' engineering and staff assistance, and furnishing such technical information and assistance C , as may be required by the Committee. The advisory Committee may request technical R information and other assistance directly from the County Engineer or the Chief Engineer of the Flood Control Division. REIMBURSEMENT OF EXPENSES As provided in RCW 86.15.070, reasonable expenses incurred on field trips or in the regular course of meetings shall be reimbursable. PUBLICITY All news releases, publicity of any kind, and information made available to the public pertinent to the Advisory Committee activities shall be subject to review and approval of the Board of County Commissioners prior to being released or made public. RECOMMENDATIONS, CONCLUSIONS, AND REQUESTS All recommendations, conclusions, or requests for assistance of the Advisory Committee will be submitted to the Board of County Commissioners. Copies of the ap- propriate information shall be sent directly to the County Engineer as administrator of Flood Control Zone Districts. All policy matters shall be referred directly to the Board of County Commissioners; all administrative matters to the County Engineer. RECORDS The Advisory Committee shall keep a record of all transactions, and a copy of the minutes of each meeting shall be sent to the Board of County Commissioners and file County Engineer. av x, '? s; 4 r 1< ,? ,, ?? ? ; aM+ryl ?i?tm?wd.'l?A, I t , R {0'. lft?' N1, y??•pl t }bi4 , ? ` R4 f r r 5 ? 7 f 1 ?+ } l I ` 1 ? I ? x ?"1 f I S 1 C 1-. aa 1? h ! 15 f t ri r q 'r 0 Jefferson County BOARD OF COUNTY COMMISSIONERS Port Townsend, Washington 98368 • Phone (206) 385.2016 LARRY W. DENNISON, DISTRICT 1 - B.O. BROWN, DISTRICT 2 JOHN L. PITTS, DISTRICT 3 - April 23, 1985 a "?. Mr. Lyle M. Tinker. . P.O. Box 127 A Brinnon, Wa. 98320 Dear Mr. Tinker, The Brinnon.Flood Control Sub Zone District was established by Resolution 96-84 in December of 1984 in accordance with R.C W . . 86.15.010, for the purpose of "planning, engineering, constructing, and maintaining flood and stormwater control facilities." In order for the County to serve the needs of the people of this Di t i ? C s r ct in the most effective manner possible, we were pleased to appoint you to serve as Chairman of th fi b `> r e ve mem er Brinnon Flood Control District Advisory Board. Your term of office will be for three years and will ex ire on M h 31 1988 p arc , . The other Advisory Board members are: Robert Clark, Leroy Wright, Michael s G. Matthews and Gertrude Flock. ? Attached are some guidelines for Advisory Board members. Gary Rowe, A ;+ 1 x cting Public Works Director, will be contacting you in the near future to arrange an organizational meeting of this Board. We a i pprec ate your willingness to serve the County and the Brinnon area in this manner. Sincerely, x?F y JEFFERSON COUNTY BOARD OF COMMISSIONERS B.G. Brown, o-re Acting Chairman r s ? BGB/ld k cc: Public Works a , ? ?? 4 ? X3 . G .4, n d f ? A 5 ai 41 , h Lp Ef.J Jy ??p?,?? aaa111 1' 7 fi y.(d ; QJ y AS 4 ,I- t ' _ S g 4 µr ?,? c 1 .v y V ??1t yy t t I1 4' I . ? ,?r?, b { u. '?}'Y ?'"it 4T 14 ? S C,j y • r 6 ' f d," I a , r '" " ' ""? -?.?.a?r . fc. w ? atsts5:i?,c k?«,`?- ?.?,.s? ?i'. x :•t?a •? * a`z ua??4... Mrs. Gertrude Flock P.O. Box 172 Brinnon, Wa. 98320 Dear Mrs. Flock, Jefferson County BOARD OF COUNTY COMMISSIONERS Port Townsend, Washington 98368 • Phone (205) 385-2018 LARRY W. DENNISON, DISTRICT 1 B.O. BROWN, DISTRICT 2 JOHN L. PITTS, DISTRICT 3 April 23, 1985 The Brinnon Flood Control Sub Zone District was established by Resolution 96-84 in December of 1984 in accordance with R.C.W. 86.15.010, for the purpose of "planning, engineering, constructing, and maintaining flood and stormwater control facilities." In order for the County to serve the needs of the people of this District in the most effective manner possible, we were pleased to appoint you to serve on the five member, Brinnon Flood•Control District Advisory Board. Your term of office will be for one year and will expire on March 31, 1986. Attached are some guidelines for Advisory Board members. Gary Rowe, Acting Public Works Director, will be contacting you in the near future to arrange an organizational meeting of this Board. We appreciate your willingness to serve the County and the Brinnon area in this manner. BGB/ld cc: Public Works Lyle Tinker Sincerely, JEFFERSON COUNTY BOARD OF COMMISSIONERS B. ` Brown, Acting Chairman ,1 I f. '7 1K +u a r? - Y ?.' ?'. e 1 1" t s? ?? t ua f L ?. PN .f s ,d?1,. ?A 3?I i(Y. tP 0 1,1 {„ 1 s1 7 3iu ? s ? 7 (wt ?' nta - ` "? 1 . ?.ti r ! 1 ? i 4?? T' 7t? i _ n ) yw,l tl r i I v ;(? x 4? I ?? 1jf y ! J-'7 ",? rM 8 k " 9 f 4 4 C u Sincerely, JEFFERSON COUNTY BOARD OF COMMISSIONERS o- 0 r. F•; Acting Chairman Mr. Leroy Wright P.O. Box 98 Brinnon, Wa. 98320 Dear Mr. Wright, M Jefferson County BOARD OF COUNTY COMMISSIONERS Port Townsend, Washington 98368 • Phone (206) 365.2016 - LARRY W. DENNISON, DISTRICT 1 B.G. BROWN, DISTRICT 2 JOHN L. PITTS, DISTRICT 3 April 23, 1985 The RResolBriutinnoonn9F6lo84odinControl established sR.C.W. 86.15.010, for the purpose of "planning, engineering, constructing, and maintaining flood and stormwater control facilities.':' In order for the County to serve the needs of the people of this District in the most effective manner possible we were pleased to appoint you to serve on the five member, Brinnon Flood Control District Advisory Board. Your term of office will be for two years and will expire on March 31, 1987. Attached are some guidelines for Advisory Board members. Gary Rowe, Acting Public Works Director, will be contacting you in the near future to arrange an organizational meeting of this Board. We appreciate your willingness to serve the County and the Brinnon area in this manner. BGB/ld cc: Public Works Lyle Tinker ,r rJW S )11Y,+- wu 'i ?? ken uL - ?'k L rt `'tf r7V } , .nq W i !c A1fY. ? ? ? , , ,) , t I f 6y`N? I t ?n a 1 r?lsa?hn r d? ? } Y11 i? I I ii. y 1 }. J 4 ? t P P.I` Aff. S C? ) Jefferson 7County TY S y4.: BOARD OF COUN Port Townsend, Washington 98368 • Phone (206) 385.2016 LARRY W. DENNISON, DISTRICT 1 B.G. BROWN, DISTRICT 2 JOHN L. PITTS, DISTRICT 3 April 23, 1985 Mr. Robert Clark p.o. Box 68 Brinnon, Wa. 98320 Dear Mr. Clark, The Brinnon Flood Control Sub Zone District was established by Resolution 96-84 in December of 1984 in accordance with R.C.W. 86.15.010, for the purpose of "planning, engineering, constructing, and maintaining flood and stormwater control facilities." In order for the County to serve the needs of the people of this District in the most effective manner possible, we were pleased to appoint you to serve on the five member Brinnon Flood Control District Advisory Board. Your term of office will be for three years and will expire on March 31, 1988. z W+3 ? ' _ Attached are some guidelines for Advisory Board members. Gary Rowe, Acting Public Works Director, will be contacting you in the near future to arrange an organizational meeting of this Board. We appreciate your willingness to serve the County and the Brinnon area in this manner. Sincerely, JEFFERSON COUNTY BOARD OF COMMISSIONERS s B.G. ro n-;" Acting Chairman BGB/ld cc: Public Works Lyle Tinker i 17?°itr ,o l?" u y r! a `? ??- s t Mr. Michael G. Matthews P:O. Box 183 Brinnon, Wa. 98320 Dear Mr. Matthews, " Jefferson County BOARD OF COUNTY COMMISSIONERS ` Port Townsend, Washington 98368 h • Phone (206) 385.2016 I? LARRY W. DENNISON, DISTRICT i B.O. BROWN, DISTRICT 2 JOHN L. PITTS, DISTRICT 3 - _ I April 23, 1985 IC ' i i I- S The Brinnon Flood Control Sub Zone District was established by Resolution 96-84 in December of 1984 in accordance with R.C.W. e 86.15.010, for the purpose of "planning, engineering, constructing, and maintaining flood.and stormwater control facilities." In order for the County to serve the needs of the people of this District in the most effective manner possible, we were pleasedx to appoint you to serve on the five member, Brinnon Flood Control Distrtet Advisory Board. Your term of office will be for two years and will expire on March 31, 1987. Attached are some guidelines for Advisory Board members. Gary Rowe, Acting Public Works Director, will be contacting you in the near future to arrange an organizatior)al meeting of this Board. We appreciate your willingness to serve the County and the Brinnon area in this manner. Sincerely, JEFFERSON COUNTY BOARD OF COMMISSIONERS r„ ,G. Brown irman Acting Cha ?? hSl BGB/ld ? d cc: Public Works" !' f '( Lyle Tinker , y yY ? ', 1 7 ?n jr M C U F''^. t, r 1 LT(?' ?? F Y ,1 t; ? y f1 di i ?? f ???. 1 i 91 2 4a{ N _ h I r ti'n ?1NR"4'?, i 6 ( 1 a iu?{ Or t i /p V ! 1 r L 'r ` ? V 4 1 1 ily ?? 71, I FLOOD ZONES - AA'cRS ASSESED vacvE Q Y1 LAhJto-IJSE FQ Ile MALLET PeIVATE Timarg. E:14F ?t - -yvTqI- VAGUE Gdalo e OPEAJ SPACE PCtlfd?a STI(TF LANf9 ,. 000A/-rV W/4E - E)e elV O/N( GTy L, A('E4 48,411 Ac 1L3% -a A? 949,54/A- I, 187 8/0/ 80 V. , /a55E5fn VA(_,I GZ7.7 mJL. . MIL, - p 643.0 Mt4 2.4% o% o F{ o% l ? x ? ? QUILGENC SUS-ZONE i - ; ,' - AREA 97o A c. ! I °10 eq 50, 040 ?4a. 52,Zcb L9o. r % 2.3 / 95.8 700/ 455E5EO Vag ?o.(7 rr) IL 0. I MIL - O- o ti ' /OC) % a ,k+ 8 14 n/on/ sub- zoNE 1:1 5&0 A 4,87/ Ac 6% f&9 74, 900 Ac D, 8 (c• 5 92.7 f?5-SE D UAL. 2.5m?c O.Srn 0 L -0 _ 3.0 rr ? 83.3 l, . u r ` Lam, a ? 4 '? iyti?'• ,?yLJ ?1' ' %Ltl'? F ? ?1??? rYYff { ? • r n, ? I . e2 ? +HM 'fir 4 ? g{_ ??. d' t ^SV' } ?rAn???" , '4? "?'Y' Wig t:k . ? ?7?: ti ^}?'L ' , Y . ? ? ? , 'l p i? R 1 ? ?rh 1°? 11 ? l ] ? 1 r fi l^.' Y 4 spy ` I h ? ?' . `. I l ? 4 f ;kk ?.. f !t??f? ; CL M1 ?NF .S y r? c RESOLUTION NO. , ESTABLISHMENT OF THE BRINNON FLOOD CONTROL SUB-ZONE DISTRICT ae a s WHEREAS, on the 19th day of November, 1984, in regular meeting, the Board of County Commissioners upon their own motion unani- mously passed Resolution Number 85-84 initiating the creation of k i the Brinnon Flood Control Sub-Zone District in accordance with R.C.W. 86.15.010, et seq., and; WHEREAS, there is a need for Jefferson County to sponsor United States and State of Washington Flood Control Projects as author- ized through any agency with powers to handle the same, and; WHEREAS, notice of a public hearing of the intent of the Com- missioners to establish the Brinnon Flood Control Sub-Zone Dis- trict was given, made and published as provided by law, said hearing was held on the 11th day of December, 1984, at the hour of 7:00 P.M. in the Quilcene Community Center located in Quil- cene, Jefferson County, Washington, the date and place fixed by such Resolution and Public Notice for said hearing, and; WHEREAS, all persons attending said public hearing were given the opportunity to be heard and comment on the establishment of said District and the Commissioners find that said District should be established and that it is in the best interest of the County and the general public health, safety, benefit, welfare, and economic development and use, and to protect public roads, facilities and environment; NOW, THEREFORE BE IT RESOLVED that the Jefferson County Board of Commissioners does hereby establish the Brinnon Flood Control Sub-Zone District for the purpose of planning, engineering, con- structing and maintaining flood and stormwater control facilit- ies; BE IT FURTHER RESOLVED that said District shall have all the powers, authorities and duties provided in R.C.W. 86.15, et seq., and any and all amendments, changes or alterations thereto or laws pertaining to such, and including provisions as herein pro- vided; BE IT FURTHER RESOLVED that the Boundaries of said Brinnon dist- rict be described as follows; THE DOSEWALLIPS RIVER WATERSHED That portion of Sections 2, 3, 4, and 5, Township 25 North, Range 2 West, W.M., and Sections 8, 9, 15, 16, 22, 27, 31, 32, 34, and 35, Township 26 North, Range 2 West, W.M., and all of Sections 17, 18, 19, 20, 21, 28, 29, 30, and 33, Township 26 North, Range 2 West, z . r i W•M., and Sections 13, 14, 15, 16, 17, 20, 21, 22, p 77V 23, 24, and 25, Township 26 North, Range 3 West, W.M. and that o ti _ p r on of the Olympic National Forest, and that portion of the Olympic National Park, and that u portion of the Hood Canal more particularly described as follows: Beginning in Hood Canal at the high tide line and the easterly projection of the south line of Section 2, T. 25 N., R. 2 W.; thence northerly along said high tide line to the easterly projection of the divide of the Dosewallips River and Walker's Creek laying in Government Lot 5 of said Section 2; thence southwesterly, westerly, and northwesterly along said divide through Sections 2, 3, and 4, T. 25 N., R. 2 W., to the summit of an unnamed knoll laying in the S.E. 1/4 of said Section 4; thence northwesterly,.and westerly along the ridge that forms the divide of the Dosewallips River and the Duckabush River watersheds through Sections 4 and 5, T. 25 N., R. 2 W., and Sections 32 and 31, T. 26 N., R. 2 W. and a portion of the Olympic National Forest to the summit of Mount Jupiter; thence continuing westerly along said divide of the Dosewallips River and Duckabush River through said National Forest land and into the Olympic Nat- ional Park to the summit of Mount La Crosse; thence northwesterly along the ridge that forms the divide of the Dosewallips River and the Quinault River watersheds through Anderson Pass to the summit of Mount Anderson; thence northwesterly along the ridge to West Peak; thence northwesterly, northerly, and northeasterly along the ridge that forms the divide of the Silt Creek and Hayes River watersheds to the summit of Sentinel Peak; thence northwesterly along the ridge that forms the divide of the Dosewallips River and Hayes River watersheds to the summit of Mount Claywood; thence easterly and northeasterly along the ridge that forms the divide of the Dose- wallips River and Lost River watersheds through Lost Pass to the summit of Lost Peak; thence continuing northeasterly along said divide to the easterly sum- mit of Mount Cameron; thence easterly along the ridge that forms the divide of the Dosewallips River and the Cameron Creek - Gray Wolf River watersheds to the summit of Mount Deception; thence southeasterly along the ridge to the summit of Mount Fricaba; thence southwesterly along the ridge to the summit of Mount Mystery; thence southeasterly along the ridge that forms the divide of the Dosewallips River and the Dungeness River watersheds through Constance Pass to the summit of Mount Constance; thence southerly along the ridge to the boundary of the Olympic National Forest and the Olympic National Park; thence easterly along the ridge that forms the divide of the Dose- wallips River and the Big Qui1cone River watersheds 2 ?C, ? + ?'<a!'ra 1x rxf°!q r ?? ?1F . by ti'; ? '' i Sa S; i Fya i.? ? ? l drr ? r.? ?('w"d h`? ?'ualw;?5 v x ,r„ ??itrr ?h?4 ( 4 Fri. ? i c _ 1 a+, z 1 ? f ? rF M[-0 r f h 'N,. ? ? ? f a. 1 Ewa a>yr ,.? 4 err f t r ? ' ? i y ?? r 1{e G ? ? ? ? YrC i F? k r + m it of Mount Crag; thence continuing east- to the sum erly and southeasterly along said divide to the sum- j mit of Buck Mountain; thence easterly and southerly f the Dose- id di sw' v e o along the ridge that forms the wallies River and the Marple Creek - Jackson Creek watersheds through Sections 9, 16, 15, and 22, T. 26 v y N., R. 2 W., to the summit of Mount Turner; thence southeasterly along the ridge that forms the divide of the Dosewallips River and Turner Creek watersheds i through said Section 22, to the summit of Green Hill ? laying in the N.E. 1/4 of Section 27, T. 26 N., R. 2 W.; thence continuing southeasterly along said divide through Sections 27, 34, and 35, T. 26N., R. 2W., to a point laying in the S.W. 1/4 of said Section 35 ?. that is west of the intersection of the Dosewal lips Road and Highway 101; thence east through said inter- section to the lower low tide line in Hood Canal; thence southerly along said lower low tide line to s the easterly projection of the south line of Section 2, T. 25 N., R. 2 W.; thence westerly along said - ' projection to the high tide line and the place of s ,, beginning. Containing 74,900 acres, more or less. BE IT FURTHER RESOLVED that the area described herein incorporate + s any and all watersheds located in said described boundaries; ADOPTED this day of 1984. JEFFERSON COUNTY BOARD OF COMMISSIONERS G. Brown, Chairman John L. Pitts, Member Larry W. Dennison, Member Attest: er ine Bragg Clerk of the Board 3 ?L ?' ? M??40?7 f? 0. 4???f?? ,? !Y? ? r 4 ?Q? ?I) ?^ = k ?f??k 4abVl 9Y ?1? ?i Hf???l ktf?? g l? ? ??i ? ? r, f r E , Gs ? fr? 1 ?ty f t 1 ? r y I v. I; r - l y %?A?rrr??yL,p4 r? I b ? ,1 f ? 1y I r S?yrr J 4.'? ,(, a W ' Vr 1 ,S 1 y, ," ? t a YV ' t { 9 , 71 RESOLUTION NO. 96-84 r« ESTABLISHMENT OF THE BRINNON FLOOD CONTROL SUB-ZONE DISTRICT WHEREAS, on the 19th day of November, 1984, in regular meeting, the Board of County Commissioners upon their own motion unani- 9 mously passed Resolution Number 85-84 initiating the creation of the Brinnon Flood Control Sub-Zone District in accordance with q +` . R.C.W. 86.15.010, et seq., and; WHEREAS, there is a need for Jefferson County to sponsor United States and State of Washington Flood Control Projects as author- ized through any agency with powers to handle the same, and; } S WHEREAS, notice of a public hearing of the intent of the Com- missioners to establish the Brinnon Flood Control Sub-Zone Dis- trict was given, made and published as provided by law, said hearing was held on the 11th day of December, 1984, at the hour „ of 7:00 P.M. in the Quilcene Community Center located in Quil- n cene, Jefferson County, Washington, the date and place fixed by such Resolution and Public, Notice for said hearing, and; W WHEREAS, all persons attending said public hearing were given the opportunity to be heard and comment on the establishment of said 6 a District and the Commissioners find that said District should be established and that it is in the best interest of the County and the general public health, safety, benefit, welfare, and economic development and use, and to protect public roads, facilities and • ? environment; a NOW, THEREFORE BE IT RESOLVED that the Jefferson County Board of Commissioners does hereby establish the Brinnon Flood Control Sub-Zone District for the purpose of planning, engineering, con- structing and maintaining flood and stormwater control facilit- ies; BE IT FURTHER RESOLVED that said District shall have all the powers, authorities and duties provided in R.C.W. 86.15, et seq., and any and all amendments, changes or alterations thereto or laws pertaining to such, and including provisions as herein pro- f vided; pp?-r i BE IT FURTHER RESOLVED that the Boundaries of said Brinnon dist- 1 h rict be described as follows; f THE DOSEWALLIPS RIVER WATERSHED . " L f r That portion of Sections 2, 3, 4, and 5, Township 25 ti ^ V ?a,s 1:,,,; North, Range 2 West, W.M., and Sections 8, 9, 15, 16, 22, 27, 31, 32, 34, and 35, Township 26 North, Range 2 West, W.M., and all of Sections 17, 18, 19, 20, 21, 28, 29, 30, and 33, Township 26 North, Range 2 West, ? r ? F F 6$eS3 a ,i y ? p 1,- l 4 c? r? _...1 _ ?,a•.w?i..a'?e?ald7J`a?iYa? _. .r?'? _ _ ? 9y W M d S i . ., an ect ons 13, 14, 15, 16, 17, 20, 21, 22, 23, 24, and 25, Township 26 North, Range 3 West, W.M. and that portion of the Olympic National Forest, and K that portion of the Olympic National Park, and that c portion of the Hood Canal more particularly described Y as follows: Beginning in Hood Canal at the high tide line and the easterly projection of the south line of Section 2 T , . 25 N., R. 2 W.; thence northerly along said high tide line to the easterly projection of the divide of the Dosewallips River and Walkers Creek laying in Government Lot 5 of said Section 2; thence southwesterly, westerly, and northwesterly along said s divide through Sections 2, 3, and 4. T. 25 N., R. 2 , Y W., to the summit of an unnamed knoll laying in the S E 4 1 f i v . . / o sa d Section 4; thence northwesterly, and ; westerly along the ridge that forms the divide of the Dosewallips River and the Duckabush River watersheds through Sections 4 and 5, T. 25 N., R. 2 W., and Sections 32 and 31, T. 26 N., R. 2 W. and a portion of the Olympic National Forest to the summit of Mount ` Jupiter; thence continuing westerly along said divide f o the Dosewallips River and Duckabush River through said National Forest land and into the Olympic Nat- ional Park to the summit of Mount La Crosse; thence 1, northwesterly along the ridge that forms the divide f th D J o e osewallips River and the Quinault River watersheds through Anderson Pass to the summit of Mount Anderson; thence northwesterly along the ridge to West Peak; thence northweste l th l f .= r y, nor er y, and northeasterl alon th id h - y g e r ge t at forms the divide of the Silt Creek and Hayes River watersheds to the summit of Sentinel Peak; thence northwesterly along the ridge that forms the divide of the Dosewallips River and Hayes River watersheds to the summit of ; Mount Claywood; thence easterly and northeasterly along the ridge that forms the divide of the Dose- wal lips River and Lost River watersheds through Lost r+< Pass to the summit of Lost Peak; thence continuing northeasterly along said divide to the easterly sum- f ' mit of Mount Cameron; thence easterly along the ridge . that forms the divide of the Dosewallips River and the Cameron Creek - Gray Wolf River watersheds to the f ` summit of Mount Deception; thence southeasterly along r the ridge to the summit of Mount Fricaba; thence southwesterly along the ridge to the summit of Mount ' Mystery; thence southeasterly along the ridge that u y?a, Nd,r k forms the divide of the Dosewallips River and the 4i1 4 i Dungeness River watersheds through Constance Pass to th i tl 1 e summ t of Mount Constance; thence southerly along a r y r.- , A O 11 the ridge to the boundary of the Olympic National Forest and the Olympic National Park; thence easterly l ? ,j N k? a ong the ridge that forms the divide of the Dose wallips River and the Big Quilcene River watersheds ?. >aLY+ ` 2 , to the summit of Mount Crag; thence continuing east- h erly and southeasterly along said divide to the sum- t mit of Buck Mountain; thence easterly and southerly along the ridge that forms the divide of the Dose-? waIIips River and the Mar-pie Creek - Jackson Creek ".' ?f watersheds through Sections 9, 16, 15, and 22, T. 26 N., R. 2 W., to the summit of Mount Turner; thence southeasterly along the ridge that forms the divide of the Dosewallips River and Turner Creek watersheds s G? through said Section 22, to the summit of Green Hill ?,.. laying in the N.E. 1/4 of Section 27, T. 26 N., R. 2 W.; thence continuing southeasterly along said divide t through Sections 27, 34, and 35, T. 26 N., R. 2 W., to a point laying in the S.W. 1/4 of said Section 35 that is west of the intersection of the Dosewallips Road and Highway 101; thence east through said inter- section to the lower low tide line in Hood Canal; thence southerly dIong said lower low tide line to the easterly projection of the south line of Section 2, T. 25 N., R. 2 W.; thence westerly along said + projection to the high tide line and the place of beginning. Containing 74,900 acres, more or less. BE IT FURTHER RESOLVED that the area described herein incorporate pi any and all watersheds located in said described boundaries; ADOPTED this Ji%day of 1984. JEFFERSON COUNTY BOARD OF COMMISSIONERS B. G. rown, Ghdi rman r Cis ?l John L. Pitts, Member 7 r rr en ison, Member t r Attest: 4i k/1 a h er ine egg S lerk of the Board 4 , 'F ? ? r nr ? r ? 3tfiY&A? w#6 p 1rh h, k ?tl ? dd}2K ;n'?4'}?'C4i .gC71;tt a v?7Rtt%p'% xy: ifih"ry YWNd[tf?4 '4` i :. FATS c? ?rnYa • ,. , 4^ ` f { ?Yi6 4 l1 Yr4 WHEREAS, on the 19th day of November, 1984, in regular meeting -, the Board of County Commissioners upon their own motion unanimousl d R ' y passe esolution Number 85-84 initiating the creation of rl the Brinnon Flood Control Sub-Zone District in accordance with R.C.W. 86.15.010, et seq., and; µ WHEREAS, there is a need for Jefferson County to sponsor United a? States and State of Washington Flood Control Projects as author- ized through any agency with powers to handle the same, and; ft * WHEREAS, notice of a public hearing of the intent of the Com- missioners to establish the Brinnon Flood Control Sub-Zone Dis- trict was given, made and published as provided by law, said hearing was held on the 11th day of December, 1984, at the hour ` of 1:00 P.M. in the y Quil_ Quilcene Community Center located in '< t Gene, Jefferson County, Washington, the date and place fixed by such Resolution and Public Notice for said hearing, and WHE REAS, all persons attending said public hearing were given the t i oppor un ty to be heard and comment on the establishment of said Di t i t ; s r c and the Commissioners find that said District should be bli h ?„ F, esta s ed and that it is in the best interest of the County and the en l bli x ' g era pu c health, safety, benefit, welfare, and economic development and use and to r t t bli , p o ec pu c roads, facilities and i env ronment; ` NOW, THEREFORE BE IT RESOLVED that the Jefferson County Board of Commissioners does hereby establish the Brinnon Flood Control Sub-Zone District for the purpose of planning, engineering con- , structing and maintaining flood and stormwater control facilit- ies; DE IT FURTHER RESOLVED that said District shall have all the s powers, authorities and duties provided in R.C.W. 86.15, et seq., 1 t and any and all amendments, changes or alterations thereto or laws pertaining to such, and including provisions as herein pro- vided; BE IT FURTHER RESOLVED that the Boundaries of said Brinnon dist- rict be described as follows; THE DOSEWALLIPS RIVER WATERSHED . 1 ' vl That portion of Sections 2, 3, 4, and 5, Township 25 N - ; ; orth, Range 2 West, W.M., and Sections 8, 9, 15, 16, ? 22, 27, 31, 32, 34, and 35, Township 26 North, Range 1 ;t 1 2 West, W.M., and all of Sections 17, 18, 19, 20, 21, 28, 29, 30, and 33, Township 26 North, Range 2 West, ? + t ? ?..i s,? rka + Shan Ifl ?y r y IN" AA?? ?1 71 v 1lw R.?'?. ! 'S t iMP' " ?w^^',W'^,? sv.uS?1?n IN d?1 . L t 11 . __„+]R N i ?'^f' { ??, 1{ l4 r L it ? h ? ay ;r 4 t F 1 i w.m., ano aections 1j, 14, 15, 16, 17, 20, 21, 22, urn' ' 23, 24, and 25, Township 26 North, Range 3 West, W.M. and that portion of the Olympic National Forest, and that portion of the Olympic National Park, and that portion of the Hood Canal more particularly described as follows; s.. ?. Beginning in Hood Canal at the high tide line and the easterly projection of the south line of Section 2, T. 25 N., R. 2 W.; thence northerly along said high tide line to the easterly projection of the divide of the Dosewallips River and Walkers Creek laying in Government Lot 5 of said Section 2; thence southwesterly, westerly, and northwesterly along said divide through Sections 2, 3, and 4, T. 25 N., R. 2 W., to the summit of an unnamed knoll laying in the S.E. 1/4 of said Section 4; thence northwesterly, and ; westerly along the ridge that forms the divide of the Dosewal lips River and the Duckabush River watersheds s through Sections 4 and 5, T. 25N., R. 2W., and -:" Sections 32 and 31, T. 26 N., R. 2 W. and a portion of the Olympic National Forest to the summit of Mount Jupiter; thence continuing westerly along said divide f:- of the Dosewallips River and Duckabush River through said National Forest land and into the Olympic Nat- ional Park to the summit of Mount La Crosse; thence r - northwesterly along the ridge that forms the divide of the Dosewal lips River and the Quinault River ;l '. watersheds through Anderson Pass to the summit of Mount Anderson; thence northwesterly along the ridge to West Peak; thence northwesterly, northerly, and northeasterly along the ridge that forms the divide of the Silt Creek and Hayes River watersheds to the = j summit of Sentinel Peak; thence northwesterly along the ridge that forms the divide of the Dosewallips F River and Hayes River watersheds to the summit of Mount Claywood; thence easterly and northeasterly ' along the ridge that forms the divide of the Dose- wallips River and Lost River watersheds through Lost r:r Pass to the summit of Lost Peak; thence continuing northeasterly along said divide to the easterly sum- mit of Mount Cameron; thence easterly along the ridge that forms the divide of the Dosewallips River and , . the Cameron Creek - Gray Wolf River watersheds to the summit of Mount Deception; thence southeasterly along u ' 3} the ridge to the summit of Mount Fricaba; thence Iz ' southwesterly along the ridge to the summit of Mount Mystery; thence southeasterly along the ridge that t forms the divide of the Dosewallips River and the y r Dungeness River watersheds through Constance Pass to 4} the summit of Mount Constance; thence southerly along y ). the ridge to the boundary of the Olympic National ;Y Forest and the Olympic National Park; thence easterly along the ridge that forms the divide of the Dose- Rlakk9roia"cr wal lips River and the Big Quilcene River watersheds xk i 'f 4i to the summit of Mount Crag; thence continuing east- erly and southeasterly along said divide to the sum- mit of Buck Mountain; thence easterly and southerly along the ridge that forms the divide of the Dose- wallips River and the Marple Creek - Jackson Creek watersheds through Sections 9, 16, 15, and 22, T. 26 N., R. 2 W., to the summit of Mount Turner; thence southeasterly along the ridge that forms the divide of the Dosewallips River and Turner Creek watersheds through said Section 22, to the summit of Green Hill laying in the N.E. 1/4 of Section 27, T. 26 N., R. 2 W.; thence continuing southeasterly along said divide through Sections 27, 34, and 35, T. 26 N., R. 2 W., to a point laying in the S.W. 1/4 of said Section 35 that is west of the intersection of the Dosewallips Road and Highway 101; thence east through said inter- section to the lower low tide line in Hood Canal; thence southerly dlong said lower low tide line to the easterly projection of the south line of Section 2, T. 25 N., R. 2 W.; thence westerly along said projection to the high tide line and the place of beginning. Containing 74,900 acres, more or less. BE IT FURTHER RESOLVED that the area described herein incorporate any and all watersheds located in said described boundaries; ADOPTED this Zzday of A L/ 1984. JEFFERSON COUNTY BOARD OF COMMISSIONERS B G. Brown, Chairman John L. Pitts, Member W. F&nns.n. rr ' C Attest:, 6 er ine ra ,Clerk of the Bo »d%1 3 k ? s D 1 I +'s r `, Y?. i?jq ?4??i.?hT?'S :? isi ??:???k L?V7 Yi .' _ If rvv/rj f ? ? ? t;) ; v?r 'r'9 U{I??]h?'4 ??(1?d?????'i? 1?q vv, ? ? ?=rR }7 2, ? v: ??? t?f ?? v i.u ? 1 4 f sa.???? ? _ ._ ? ? ? ..?., _ ? ? .. ??? MEOW ?_. Y'_?.z...?? •-;;`?.? a.?eY±?w%t?ASA'F6"__4?ta&.'2r e#R- ? . . a STATE OF WASHINGTON fi gg COUNTY OF JEFFERSON r.- 4 In the matter of x RESOLUTION NO. 74-87 A Resolution Providing X For the Establishment of x A Petty Cash Fund for the x Public Works Department X WHEREAS, the establishment of a Petty Cash Fund for the Public Works Department is necessitated in order to help defray the cost of various office expenses when cash is required; and Ns WHEREAS, it has been adjudged necessary that a Petty Cash Fund be established in the amount of $100.00; now, therefore, BE IT RESOLVED, that the Jefferson County Treasurer be authorized to issue a Treasurer's check from the Road Fund in the amount of $100.00 payable to the Jefferson County Public Works Director for the purpose of establishing a Petty Cash Fund. BE IT FURTHER RESOLVED, that the subject matter hereof is one to meet needs and this resolution shall be in force and take effect without further ?n/otice or hearing. APPROVED this /T day of September, 1987. { JEFFERSON COUNTY BOARD OF COMM SSIONERS CC?17'-J arry ennison, Chairman B.4W Brown, Member SEAL: app ATTEST: /moo ?ey?Ce-w, e__ George Brown, Member E grdine C. Bragg Clerk of the Bo d H f ?fl?! tF ,i a J YC a4 I b p r .a.. mz?-trf For dub/i?Q -YA1 i/ 73 , - STATE OF WASHINGTON COUNTY OF JEFFERSON - In the matter of x Resolution No. 95-87 Imposing Load Limits on x County Roads, Pursuant to x RCW 36.75.270 and x RCW 46.44.080 x , WHEREAS the County Roads have been subjected to freezing ti temperatures for sufficient time to cause frost penetration; and, WHEREAS the moderating temperatures will cause the ice to melt and reduce the load carrying capabilities of the roadway surfacing; NOW THEREFORE, BE ST RESOLVED THAT to protect the investment - In the roads and to prevent damage to the roads, the roads are _ being signed with the permissible loads for various tire sizes. The load limits will be enforced at the times the signs are uncovered. This Load Limit Restriction shall be In force from November 23, 1987, through March 31, 1988. ADOPTED THIS DAY OF cz?s.+ ?.? ? 1987. BOARD OF JEFFERSON COUNTY COMMISSIONERS lbtrry Dennison, Chairman l B.G. Brown, Member George C. rown, Member SEAL- ATTE T: ,T rdine C. Bra g `Clerk of the Hoard a ? {{???y ?h ? Z 1 ?: i ( u - N y - f 1'! A? v r? a4 t I ` ' S ':. M l f 1 A ! },r a Ian ?, 1? , +?4d CI¢? 1 r ,la ,S t;? t? 21, E' i ' STATE OF WASHINGTON ' COUNTY OF JEFFERSON In the Matter of x RESOLUTION NO. 76-87 g Revising Resolution 57-87 x e< , "A RESOLUTION PROHIBITING x S THROUGH TRUCK TRAFFIC ON x .I a PARADISE BAY ROAD." x WHEREAS, the Board of County Commissioners of Jefferson County by ortion of 15 tons on a ffi p c over resolution 57-87 prohibited truck tra x Paradise Bay Road, AND WHEREAS, the weight limit of 15 tons has been found to be inadequate, ; y k traffic h t y ruc NOW THEREFORE BE IT RESOLVED: That all throug a weighing in excess of 10 Tons based on licensed gross vehicle weight be prohibited from using: the following road: , That portion of Paradise Bay Road, " , 7, 0 County Road No. 50360, from Mile- post 2.89 to Milepost 3.72. AND BE IT FURTHER RESOLVED: That the prohibition to take affect upon the placement of traffic signs indicating the same and that the ' prohibition shall be for the 24 hour time period of 12:00 midnight to 12:00 midnight each day. Trucks delivering to the area served by t, the affected road are exempt from this prohibition. f ? DAY OF c 19 9-7 . { w ADOPTED THIS ... SEAL: J? 044 f0L ?Rp-f - er ne Bragg Clerk of the Board JEFFERSON COUNTY BOARD OF COMMISSIONERS arr J. Dennison, Chairman mown, member eorge C. Brown, em er: F, S (. L .Yki?'S4. [ F t, ._ 5 7 J 1? S',5 T C ,5a ,1 , S M " + ,7!?S off,/O j, RESOLUTION NO. 57-A7 r F '> A RESOLUTION PROHIBITING ',. THROUGH TRUCK TRAFFIC ON PARADISE BAY ROAD. . WHEREAS, The Board of County Commissioners of Jefferson County may by resolution, per 36.75.270 RCW, prohibit certain _ classes of vehicles on county roads, AND WHEREAS, Paradise Bay Road in the vicinity of the Paradise ;t Bay Community is not adequate for the routing of truck traffic, AND t-, -- WHEREAS, Truck traffic can be routed along SR104 and Beaver Valley Road as a safer route designed to handle truck traffic. - r t_= m 3. NOW THEREFOR BE IT RESOLVED: That all through truck traffic 7 ., weighing in excess of 15 Tons based on licensed gross vehicle weight be prohibited from using the following road: That portion of Paradise Bay Road, 3M County Road No. 50360, from Mile- e.. post 2.89 to Milepost 3.72. k AND BE IT FURTHER RESOLVED: That the prohibition to take f r i affect upon the placement of traffic signs indicating the same A and that the prohibition shall be for the 24 hour time period of , 12:00 midnight to 12:00 midnight each day. Trucks delivering to y u the area served by the affected road are exempt from this s prohibition. ?t o- i4 ADOPTED THIS DAY OF Zz 19 P7. ' JEFF N COUNTY BOARD OF COMMISSIONERS a . Dennison, Chairman B. G. Brown, Member SEAL: / George (Y .Brown, Member rdine C.B •agg ' Clerk oP the Boaft• °g EaC mGSr E,N mq Edge„oP T V, ne`uEc°?88 "'E ° g?9s _ - -? -mL'E? n c?°_? ?• C ° Es om'?c pE v I, v gu nsn °. CE .,aE E':mi E -gg ug`Z' 2:=v> `?,„ ,? `o'E vx=E°os E u q?? _ ??., - -a `?E =$?v A °?O n Eb E ?=r., •a ?i uz a_ E'ro8a _cEP?_ " ?lS.°=°0E J8n`_- o ??a.'a5° 'c' Ea ?e E_nEu ar 3 •y ggn aEoo? Es=-? ?. 'w . 1 xa m ? °t q m? E `.E z - ? E - >3 E E ? E _ _ J a ° as•'`?a€n?o= =a - °o;,a - e2_ °go?>•"` ?I ? _??`??=?u??ea-P M 9_ _ ?c`n?? ?? gn?ne'?zm k= s `_?g 9;E^az An? t f; ` gxg 13 ZC-`c?o? st ?° a gno zu -E k CS^ s,EuuEc?`L?'?ti n t '`'?pE ?ppE mcF.?q Lm E m38 mEgE ?in k ?a _yb^'u? .,E48 E s ay-,°`, .9 c`?9 _BM_?n "i ^. Ate. .? •yva Lc-- nJ?ss `O - g3 n 6= y E? `ono„ g " n - om " . ?,? n°?S.".sm `ag°„- gycw sNB Er°npo Evo?i ?- frt: ? =-u nEa, °° V E $°F _'"°no °ag3oEOF"Et?'a S !u - nuti??°"u?o- oEo??g;,gs?u?g9?9co=??-° ?d ?Y°;?€ wec=ra.sEs` --- 9 -R R "n?Ea o.o "€s nF-?_8? ?=-•o s°c x`? 'E9i il2_n°. n_"Ez nu._gLb E_Enc a"or`oaoo ,? Cnm' ids E8>sc?Ese,-"g'..,,°'?sneCSSO~yy`ri 1 $.8?-.?°e .(s vi s wp13K ?7s 31, x - On Egxc >.q } G E 3..^or `'? ==rEmzo _ aaag y'O.sn.,`$ ?n fi c. 4 sg__ 9 _w?=ga ..,,s NX8ot°'^, E.H'G.Poz??eo.,rin` ?3cEsmmB _ 7 a E3? -oy?` _ e'z .E=.t?2s-? _2e°?s: $?LOOa _sEq _u=? =uA"tea: - a E" a aFlIs- _-c- ea $?°t g 'F5E `coo==?`y -aa 56 ?3 ?gvL'pap°u -w 3''.° ax.= cCQa C4sL E5 $Cacg8 Eo8.pc E?Xca_ E 3,??g -: gaBA ud? a„, o= = bog - „5 .8 n" geP^o? o3zo°8c•3Agf, IN as"o?? =8 ?_ =S 'y?sz sumo oL?Ago_BrB??.Ho: ?u nr_2 °KE=?25X=? r^a9,'C '?S F•E" ?t c8 'R :7 IIR ;wag„gip ?E? ns a- o= ?°_' c v Eco• ss9 4 8E 's E E_=ss `s?t?nae- `-q Sm;a - i ?Ea?g xEE° =$q r 0 - u E o E: a_ E -n ?„ to ^ _ E n a-_ c a s n 3 o E n - v o a o °e '" ?p a-_ ttEm Em ?y w,. ?q Xr -„ s':-.gums= s _a c? a sg?u 8Ea jFS & k E•g yEt _ =`EEC€?g gn°=EE?- °ao,? - sn't6°Es °E+? 1 47 •??., z ?-ge sEa'-- o Ew _-s8gu?, 8L.gEto==i?°3?L'r°?` _ 1??:, F`E_oEL"gliE'xa8`o, ? .JAS 'g,•d gyp' EG?b L33EEhw3a g??o°•?&"9?=°?E ?- -_'S' ?? 2 a =Ea ?a - ?a5`5n 'g° g 3Sp <?Sg? 'v '?""' '? ?w Li? if•n .aC3a°t ?L'cs°.E=i`oyE °_4=', .. =a n =o^'z o: ? ? ate.. 6`s u ?y8 `Rt ,^,, ..g?nz 2E'ng E t , yf y Ytt -c=ti°o.? - +e p'°.2 p`L u2 e?V c$F3 Ec a- SEE `-g ?a, 8?g: E?W=?M yn ? ? '7 ?.=??=e=° _as?_ eg°?gw?sg$?g"gxaug??a?'?g xt?a?s,a€° ! 9 ' ??£ ? y.EWO??q?PCy°?' a?, .-, a`2 `s }Syg_.`_$ c. ??pE'€?? nse•?=g?gq sx ?XS??4E 8 ean?. °?r?=?5,-_og8 a?=?FgeaE?2ES1 ?l 9 2' .24i c`°s a 2.8u8E E E , y?... ' g sE- xs --?x- 1, ixg ";f s VEarE72 °?9 ; ;oE g a?E ?} 5? k ii_•,a zs Z a2{ u=-7.2 = = V s c 6E m=s o ?¢ L° 4E8s?.g' d Y YI E2z? o ?? :.EY 3c? d '•h 'E? 4° •«Lu""Z.LO. iY .E??•aP BE gig; ?'..?r-n iE0<7 E 2u'tE E T i .; 3 ra°sa?????s°zy?a?a< "????.t??oa???'??7z?,??x4.y???o?2?????_•??? t z all. SA?r. ? Y r ? ptp of L" J Sp?Y ? , ' ,; r y r er -r -- ,^- r „-a?» °igs awry ne ar *?" Sj? tP7 "e-7 1 ?J r c6CEv.=g ? E c.E=1q"?a; " ? ca n °'-'E g9=a `zpsd-6`1S =3 '3<?:="?0;=„9•`,? .o` 0?3°u _A ?o 3:a 2`s r'?sn.n E89 Fb' zE3u'`_e"".. lid' .E_ ? 9 _ - -ka` .r. .c m s =$ I MU MP. `gn>s an== = - 8o3xn- -- ux .fir IF ?Esn2Eor`,"'E~?u s?n_f E nS_ 8E8Ec °'E W?°'?? ?F i .1 2 - -- c8 = - =an as E.. E? - -zshL.EE Bn _ ?m ?I€_4 g' 'e8E=_" onaa •Eo2?8 ?s°u° _n ?c_-?"s$ ox? La "gal c;y= az - -1 . °L ?n?a cEF =H N 3 M _ _ u? °c acv •i738 -?? „ „ c MUM 1".1101148, 01 `-°'?`v tl3 ? ?'. a Cv?v ?s c u$o 8u.E_`o u w'=rg.c°nEtEB=E .{ V ,c . F$° R R S s z r a~^ 5- A. 1.1-HU n„? g H 1 lit! C .? a v _ - 8 CF b+s ° _ v E xn_ 'c Eu _`o_8Ea 6,. ?f ? 1 Man; o. ° E a JIM n`-° g e to RT 11W ?I ?$cxEE e?w°$??_aq M ay -_ - rr jE s t n E 00 rc '0 8 s F n ' a. ? ° E a a 1^ w 3 s u== E E E C- c ?? 8 ; ?' _ .aa... _ aQg"BuEAE -0_3°E-d UP W IM _ ?gL u'g d,Bn?L .E "i S 'Zg9 _ a E `?_°?E„ ob °aW _'!.E °_IgBCAg °nAE-A11o?T'a a, N 502 !Yx r -? IIc1 $3? E ccn n$?'%3r .1 FEE - GH Lu- ?•G ?9 ?L Q `.Y4 HO S -t M E' L o E" Fi ° _ -?xOU °$a,o° E+2`? s -n_8a o THM E'Gbu E1 - ?- '?=??Md ? r;'E?n -aaN o-_-„= ?•u?-$=„_ E °?Ec at=w-„9° ' i • ?m`?"-°8??a ? ??8"o°8'o EB Wz N E ?T°a ?c E82v 3? .aa En?°-uc?..n _c-n.E. 's- _ ?h +n v?n '? ?E 48 °t?_°-gs c3Pa dba ?-°u?-b`oL ??`: ??V C.?6`o •, ? ???p -. M .?,. _ 2•g.?w a?•g nE _ <-c ._? •-0 8` n<11 =E` E'- 'l _ F @ =3x°=EAD _ -€saoeE=? aE ry ?' -`?c Ed ?_ Soli ?..; •$ C -aE tY3n _ rE„ s ?3a 'E' °2s C„1o?e =3 all, -38 } tE`- „n u ^-''?`^a v0, + "=S at E_ tYE-o Mg a E .. . H a g$artlc'-? ? a . a= =c' " 2N -p5n_- g ?t - X.wo sE8<?-z`. 1 8n? S !!jai ?? Inu? LR'Y•oa gn ?m- L°o.tOC°Eio?= ?, E8_G oE ` C'n g`oc °n ..-. uY F?$;?uE Eu:- uyF X810 ° - m A s2:;a R Nq`ESo= 141PI h"G; <CE l2^g°aE+oaa? 1 a ra8 j? a 513 eo n c8"a?8 E P ti ua Ly.? ?`o° M? p w _ n? _=$_ U F r..Y 0 yell - "m m1gy, 011;1111, of b ??2Sb°2 g5 $^, ^a _.oc ?a2 ?si? ??? ;cad 1, ? $ NS.M V t,Y F 2:-?$??' -u -M C t 2z d= a ? 4 3. g?9E?fl Fa??§; YSaZ 0 -?2cmi a ? s ???g2Y2p ,? ?3i1 $ ? ? ,1• ? ,? _ I. t tw- 9i r'Ar -?aFs.c- -c ° E=rte ?C3Qw"?Y-a Es_ ? t?eE-n? .9?=a`u?q =a-a y 'u E?°"b.smfo"E 3 3,111 a.E`A__:E'„=„9? fflivw' S i'ss NY, =fi' dCt?gzS=o?'$g a_E sF. "BF Btilt Fq?o?c ?eF $;?`os Ica HIM 1011 1$0=s C r???r r ; 1. ? . 777771f 1i rl-.ri h'. I,r 1 a .... E? w c N y a m o W Z p o x ._ = T E N m•c y ?w W 6 0? y w? ? a ro wa ... = y g? 3? w oa"]z =' w d i? E n ? Yi. 1 a '? n ?= w36wx ? u n W a? m y `" ` - ?" Cd •_ ? d F z n '0 3 z A9d a - va z rH w?? n V f"' ? a Q W m fj •no •e m ,t m 3 ? m 'n a U p?•, z m? ?a i., ? _ ° F a ? d 0 .7 0 3 E ?.i v v 9 ? ?^ a S ' o a a s aw==d x os r°. R a x°? g , ?: v'c QG.x o? F ? D 5 c)2. ?, Corn err! ii•? ??. STATE OF WASHINGTON COUNTY OF JEFFERSON In the matter of x Resolution No. 97-86 Imposing Load Limits on x, County Roads, Pursuant to x RCW 36.75.270 and x RCW 46.44.080 x j. WHEREAS the County Roads have been subjected to freezing temperatures for sufficient time to cause frost penetration, and; WHEREAS moderating temperatures will cause the ice to melt w and reduce the load carrying capabilities of the roadway sur- facing; NOW THEREFORE, BE IT RESOLVED THAT to protect the invest- ment in the roads and to prevent damage to the roads, the roads are being signed with the permissable loads for various tire sizes. The load limits will be enforced at the times the signs are uncovered. This Load Limit Restriction shall be in force from December 8, 1986, through March 31, 1//987• DATED THIS DAY OF 1986. h: BOARD OF JEFFE SON COUNTY COMMISSIONEERS Larry ennison, Chairman a B. G. Brown, Member George C. rown, Member f f.` tF SEAL: L?: Y a r 4 ATTEST: Jed ne C. Bragg ?a?,r ! 612rk of the Board 1 S YAj? i ?"kl 3 $ WHEREAS moderating temperatures will cause the ice to melt and reduce the load carrying capabilities of the roadway sur- facing; NOW THEREFORE, BE IT RESOLVED THAT to protect the invest- ment in the roads and to prevent damage to the roads, the roads are being signed with the permissable loads for various tire sizes. The load limits will be enforced at the times the signs are uncovered. This Load Limit Restriction shall be in force from November 25, 1985, through March 31, 1986. DATED THIS z0 DAY OF 1985. BOARD OF JEFFERSON COUNTY COMMISSIONEERS John L. Pitts, Chairman B. G. Brown, Member Garr W. Dennison, Member SEAL: ATTEST:/ Je dine C. Brag Clerk of the Board i f y ? ? ? . ` ? , A y?t;?:?'e:.J.. ,..n?..,._.. :.:vr, %'v _: li lilvt??.......o•? .t _- s_ da'tIL d.. _ .1^ -?i0a ?-. _ 3 l " 46.44,047 Title 46 RCW: Motor Vehicles e _ city or county engineer involved. Authorization of addi- For the purposes of this section, wheelbase shall be tional route or routes may be made at the discretion of measured upon a straight line from center to center of ' I the city or county by amending the original permit or by the vehicle axles designated. [1979 ex.s. c 213 § 7; _.- issuing a new permit. Said permits shall be issued on a 1975-16 2nd ex.s. c 64 § 12; 1961 c 12 § 46.44.050. a yearly basis expiring on March 31st of each calendar Prior: 1941 c 116 § 3; 1937 c 189 § 51; Rem. Supp. _ P year. Any person, firm, or corporation who uses any city 1941 § 6360-51; 1929 c 180 § 3, part; 1927 c 309 § 8, street or county road for the purpose of transporting logs part; 1923 c 181 § 4, part; RRS § 6362-8, part.] .6 with weights authorized by state highway log tolerance permits, to reach or leave a state highway route, without ERect6e d.1es---Setc,.bility-1975-'76 2nd exa. c 64: See notes following RCW 46.16.070. y 4 first obtaining a city or county permit when required by 1 the city or the county legislative authority shall be sub- 46.44.060 Outside load limits for passenger vehicles. -d f ject to the penalties prescribed by RCW 46.44.105. For No passenger type vehicle shall be operated on any pub- the purpose of determining gross weight the actual scale tic highway with any load carried thereon extending be- I weight taken by the officer shall be prima facie evidence yond the line of the fenders on the left side of such I ! of such total gross weight. In the event the gross weight vehicle nor extending more than six inches beyond the E ?? _ - ! is in excess of the weight permitted by law, the officer line of the fenders on the right side thereof. [1961 c 12 § 1 '; , may, within his discretion, permit the operator to pro- 46.44.060. Prior: 1937 c 189 § 52; RRS § 6360-52; r . ceed with his vehicles in combination. 1929 c 180 § 5, part; 1927 c 309 § 10, part; RRS § !, I The chief of the state patrol, with the advice of the 6362-10, part.] ,., t rx. I ,? department, may make reasonable rules and regulations ;j to aid in the enforcement of the provisions of this sec- ' 46.44.070 Drawbar requirements-Trailer whip- : 76 2nd ex.s. c 64 § tion. [1979 ex.s, c 136 § 74; 1975- ping or weaving-Towing flag. The drawbar or other 11; 1973 1st ex.s, c 150 § 2; 1971 ex.s. c 249 § 2; 1961 84 connection between vehicles in combination shall be of ,r ex.s. c 21 § 35; 1961 c 12 § 46.44.047. Prior: 1955 c 3 sufficient strength to hold the weight of the towed vehi• b § 19; 1953 c 254 § 10; 1951 c 269 § 31.] cle on any grade where operated. No trailer shall whip, f FE • rk " Efrectt a date ?4eserability-1979 ea. c 136: See notes fol- weave or oscillate or fail to follow substantially in the When a disabled vehicle is v hicle i f h .- 3 lowing RCW 46.63.010. Effective dates Sevenbllity-1975-'76 2nd e.... c 64: Sec . e tow ng e course o t being towed by means of bar, chain, rope, cable or simi- mta following RCw 46.16.070• lar means and the distance between the towed vehicle f4 and the towing vehicle exceeds fifteen feet there shall be 3 I 46.44.049 Effect of weight on highways-study fastened on such connection in approximately the center ; authorized. The highway commission is authorized to thereof a white flag or cloth not less than twelve inches 53 make and enter into agreements with the federal gov- ; square. [1961 c 12 § 46.44.070. Prior: 1937 c 189 § , • ` ' ernment or any state or group of states or agencies i RRS § 6360-53; 1929 c 180 § 5, part; 1927 c 309 § 10, art ] 1923 c 181 § 4 10 t RRS 6362 ;" ?' nt or coop- thereof, or any nonprofit association, on a jo crative basis, to study, analyze or test the effects of , p . , par ; § - part; , rr- f weight on highway construction. Such studies or tests o ti i ti hi h b d i d i h 46.44.080 Local regulations-State highway regu- hwa s ublic hi s ect to ith h i i L l '. Sr ways ng ex s ng g r t er y es gna e e may be ma y g es w p p re oca aut or t Iations. s the construction of test strips including natural resource roads to the end that a proper solution of the many under their jurisdiction may prohibit the operation thereon of motor trucks or other vehicles or may impose problems connected with the imposition on highways of limits as to the weight thereof, or any other restrictions 1 motor vehicle weights may be determined. as may be deemed necessary, whenever any such public 's Such studies may include the determination of values highway by reason of rain, snow, climatic or other con- ? s to be assigned various highway-user groups according to 44 049 Prior: ] 1961 c 12 § 46 ht o use i i h ditions, will be seriously damaged or destroyed unless rohibited or rc- of vehicles thereon be tio h k ¢ I i? . . . . r gross we g r e t 1951 c 269 § 47,] p e opera n t stricted or the permissible weights thereof reduced: Pro• d b l h y 4 `r. note: Powers duties, and forenoon of hig commiss on Referee ose een c as vided, That whenever a highway local f v hicles if d l ? - I d transferred to department of transportation; see RC W 47,01.031, , asses o e ie c generally to vehicles or spec Term 'highway commission' means department of transportation; see authorities shall by general rule or by special permit au• - F t Is4 ( RCw 47.04.015. thorize the operation thereon of school buses, emergency f i x i vehicles, and motor trucks transporting perishable com- ^ 2 I 46.44.0,50 Minimum length of wheelbase. It shall be modities or commodities necessary for the health and i unlawful to operate any vehicle upon public highways welfare of local residents under such weight and speed } (; Y " with a wheelbase between any two axles thereof of less restrictions as the local authorities deem necessary to than three feet, six inches when weight exceeds that al- protect the highway from undue damage: Provided fur- par } I lowed for one axle under RCW 46.44.042 or 46.44,041. (her, That the governing authorities of incorporated cit- It shall he unlawful to operate any motor vehicle upon ies and towns shall not prohibit the use of any city street the public highways of this state with a wheelbase be- designated by the transportation commission as forming tween the frontmost axle and the rearmost axle of less a part of the route of any primary state highway through ' F tp than three feet, six inches: Provided, That the minimum any such incorporated city or town by vehicles or any tt wheelbase for mopeds is thirty-eight inches. class of vehicles or impose any restrictions or reductions us2 , l Mok 46 RC[x'-p 1321 (1983 Ed.) °hris ? mom f 'S. / Y'J t ?,r?l ? 1 `? Y 1 u`. '`t>? 1? ?y.y .a?,V:i+,•J?,?w,lq+,?.?. L,IKY r?•4.?3 '? SAryrtty [r,?1iLlM.4 cti k:.,a) 1 1 _ a 1'ft i?? 9 ? t ? l .-: [ t , }., v xJ , ,.n. ? Y 7 4 ? t'1 _ ,? l ?t 1 ? i ; r ;.; fyj . r J 1 5 `•` r t? K R I` 3 f sS-e _? ?-a - 3o E? d fa-a3 _? ??q _ .=-6 ne3, "_' ^R ? BQ?A = ? ?? 4 •-•I S -jO=.dawfP ??a _?Tta a'A? 30? %? - -__w-In- = -..; vo =?`•? wn T ;.3ii„A"n°`Cj sG?aR _ k R" >u 3 8a - aw G$ u F> °'3 ° _-_a3 n"R R s-°-.3v Q•`o?o"° • =^+=aanfw__ xz° -A^=P•"<Ro3 ° R'?g Q.x wawv6u"8 Rw A6 `.. - - ^3a - aJ?^ 3>•°=-•& ..-°??3=3n .} I°.3R5 = __ °GR'? r .e 8r°cf 33. A=no 3w,?o=G""? } a°x eqs o?? _ -?A?s , _ as s?_F..ffyao Sf'°R?`= 9>y o9? a _.R?= R A io",, -= nA="= _y S :sp' -^> aaa' SEE Ea A ;-RaoVr " - ?? -='"W$s?3ao e 3 or, ? .` ^ $=3 _ u_ n3R G sae 8- 0 - °-- -A= c z 1}' 3URB g° A Z=•8 ?oR <n: G.:-yR'o ._-?."n ??..n 0° •<°8'?•<am. ? ' ` k'SP-?G? Ar wR =._ -e3? _ ENX?- `. ABn_ - - ?a PP'sa?u c_->36 _ +} ??I _ a. eaa- Rp °a 8.R2w?G°a?5 Aa ?aAaoo" _ &_n ?c? a3 - - - o, =s8i ?,- ?R?a°as?Aa3"?o y,,,=s -od gA?,?"'x° _w,S a@ nn a>8c i fz 7o 9?-5? - ? sa og2?=.$86R? ^Ac X'^^•= r a?°'_.ew>Q __ aA?.° _ " _ Rl^--g £a 3o_-^_ER "53f?-a% ?•3!_ TO -.Rao. 'Rg & .w_-„Rw ?p :+}9,? mA^?.^ o?.- c' no.- - w> _ e3 ° ^Gu +1 Oy-k A gov3??2T nub, Ra E^ '_ a=Y9- °I Ao?w`-^?N ?p? A=S3 ^R 3A s$•8°U"??Ao 9,w><??^ n$°?^°? -">EO?u3~- $"'sa _6A° M WF e_•°3 °(.' 2c =w`°• ^?> A ?n R_ss E-__. ?aT= aaE •,? oT - ?, ?=.6R?"gPO°^A?q sf' E^^?sa 2. 8. ;'?a R?PAn:?R ?E?A•an; y, = aa?,$aan°3lQaa8.8."caRa`a y W?V - '$yW^" ??ia A w 6>A`Q = <v 5 v p - "maw^0.2o 3>3K _a4???:R? ' an.-;°' _ c8E &^?o =gw d°$? ?.? =??aR?=?dq°'?z. er?.o?.a??c R A I•- g aa??'a=a0a?sa a?°?; Ro°a";•? ?Rd>aF -a S 3,.w`(,n n?3°-?;E'_g°aFa e3A-"'`9 Ro?'n E RR*l' -- @°? y$^Pe _•?`3r cQ9em ,y R A.°.,.E<R$ ? G? =f ( / # "? ARC=?? 2 a _'???Q?s??a"' "a"?' ??p? -??no• Edos?a""s????? ''' `. !RzQE s ?4'<?>affA"x'yF gin` L -??yri n383 3A3 so. a? .uy, v A 6 2n o?^ nn y g ?1syy °? a? a ??jj 3RW F„ °Pg? ?[ qq ?a•ec?s y ? $=.???d?.?a :4oa ?,R ,? ????au k.:?•^SaCc•°a????; PR° wR vQ.r.4 r 81??S: ?S ,n3.?8 •d I ?^aS^8B^RB? ^?eR o•< va 3. RC El 4 ,/ F7- ., 3•-__•o^=cRRRo="n?=?? 3? -awga°o" ??=A?.& a•QA '1' IN $ $ V R??szgg"A?o??R $" "_??a.????T = ?"?_??°Q• }Qg " aC = 9a"n7 Revs=??' A:eAGAe sad =?'°aRo-s. ??3• 5 6g = `" k fSa? - zoo gjcR'= "Q° 'G r ? ? ? -v??a'? ?' ?' x???.???d???;2°?eA• ,? ???;d?s?•yRe a?s$d$?R R,A? s ° ?. ` +Ke :PSg nEa`?,j3"°sc3,.f E0 Ak-a?`,z2?_a°ZAYS p_cm=6a 0:3 a•4 ?o ?g'Y $6e? 'y 4y l _y _$a QA3 1 ,g6$ e?""aa a.8 ,A?RFC'p_G?? 5 ('? Yg RR$Q R',+p,&g?ag?R???gR"'9y??^a?,: 3.°V Z.>-? r$&" k?AaB a ?1 `?• ?` ?r 88?9?a ..&oR ?°,'3<& -RgX ?c F'3R 3B ?v -'$_&??R?co. zs Ica ?A? co'?? f? ..? ? ?- ?$as? >: ?s°R4cA?gBROi s? ?• s>?? nf? ?? ?5! ??" ?a, 9 ?a e-pM?A ?R Ra?'3a e3- as A s3 AI ay, Y .? Ao A c ?: 9R?iR?A $ ?? R2?.g Ro-?g .• a?3}?A3° ?} 3$?.S?ba$'fi'b; aAa?sRs zES?s' 5?4?533 .,`vf yi J{ &4L?. ?$f$a ? OAR ? ?,?af=w R E_?x 6:> °?. X.>Rf??? 4'i a ?- 8=?8 r t '.i fwn+. <'t ',. e??"3 z?. ? A2 =>aa a. 3.a o R'R Rd ??R ?s , 14 ?ncO ?31R'X.3B? r A?A?i3k AGq?? 17 + ?F `? 'I @ 4. 6gw SaRSO$?Y .1 ?° ? R80P mF ! L 1 ??' ? w ?, nn? Ea??a6gRfige.a?3 cag R;$?3R9gg ????a a Y•...??? W3 aK 8? -r8,9 3R. aT$:3? ?A,-?? R >??r.: $.R ?t? Ft ??(G 5 D-ASF XR Ba f i a c '?s??Tnpaae aVr2•Tmize?ann,xa^-i^.s•rnznn rrt*vnnrya ?j- ;4 - -nmiwsm+ iq?e?ry i - ?.:,):_? d .!J•? .>••.a'Ir} .i. .*4oPhP r '?• w :ne>+:. in - - ?0 3 +°?7x.?Nyw .,,xs: A a3 • Size, Weight, Load 46.44.091 , . ' in permissible weights unless such restriction, limitation, (a) Twenty-two thousand pounds on a single axle or 1 .P • or prohibition, or reduction in permissible weights be on dual axles with a wheelbase between the first and - first approved in writing by the department of second axles of less than three feet six inches; i l h - transportation. The local authorities imposing any such restrictions or av ng es (b) Forty-three thousand pounds on dual ax a wheelbase between the first and second axles of not ; 9. " limitations, or prohibiting any use or reducing the per- d less than three feet six inches but less than seven feet; f axles or in the case of a vehicle O r` S - inance or reso- missible weights shall do so by proper or n any group o (c) b ' lution and shall erect or cause to be erected and d etween employing two single axles with a wheel base b t l f l h i- maintained signs designating the provisions of the or u ess an seven eet ess t the first and last axle of not nance or resolution in each end of the portion of any than ten feet, a weight in pounds determined by multi- public highway affected ther6by, and no such ordinance plying six thousand five hundred times the distance in - ?: ? or resolution shall be effective unless and until such d d i t i d feet between the center of the first axle and the center of rou ; le f the l t h Ad - . ma n a ne an signs are erecte The department shall have the same authority as p g as ax o t e (d) On any group of axles with a wheel base between l d hereinabove granted to local authorities to prohibit or hi h ess the first and last axle of not less than ten feet but l i d b d d e ways. g restrict the operation of vehicles upon state y mu - eterm ne s than thirty feet, a weight in poun 7l? The department shall give public notice of closure or re- f tiplying two thousand two hundred times the sum of or striction. The department may issue special permits twenty and the distance in feet between the center of the ?- the operation of school buses and motor trucks trans- first axle and the center of the last axle of the group; porting perishable commodities or commodities neces- (e) On any group of axles with a wheel base between a sary for the health and welfare of local residents under the first and last axle of thirty feet or greater, a weight specified weight and speed restrictions as may be neces• in pounds determined by multiplying one thousand six sary to protect any state highway from undue damage. hundred times the sum of forty and the distance in feet ,ta (1977 ex.s. c 151 § 29; 1973 2nd ex.s. c 15 § 1: 1961 c between the center of the first axle and the center of the 12 § 46.44.080. Prior: 1937 c 189 § 54; RRS § last axle of the group. 6360-54.1 (2) The total weight of a vehicle or combination of I .fix Rules of roan: Moncrary penalty schedule-lTIR 6.1. a 151: See -1977 ex s bllit c vehicles allowable by special permit under subsection (1) of this section shall be governed by the lesser of the - . . y evera Federal requirements--, RCW 47.98.070 and 4798.080. weights obtained by using the total number of axles as a group or any combination of axles as a group. ' ` 46,44.090 Special permits for oversize or overweight ursuant ti (3) The weight limitations pertaining to single axles may be exceeded to permit the movement of equipment - „ on, p movements. The department of transporta to rules adopted by the transportation commission with s and local authorities with re- hwa t hi operating upon single pneumatic tires having a rim width of twenty inches or more and a rim diameter of i d w Jl t.' y e g respect to sta a i di i -four inches or more or dual pneumatic tires hav- twent y, on m s ct sped to public highways under their jur y teen inches or more and a rim di- i id h f i u'v 1 upon application in writing and good cause being shown therefor, issue a special permit in writing authorizing the o s x m w t ing a r ametcr of twenty-four inches or more and specially d applicant to operate or move a vehicle or combination of designed vehicles manufactured and certified for special vehicles of a size, weight of vehicle, or load exceeding permits prior to July 1, 1975. a the maximums cifed in this chapter or otherwise not o w t (4) Permits may be issued for weights in excess of the i ; r; f this chapter upon h the provisions in conformity i on on limitations contained in subsection (1) of this sect any, public highway under the jurisdiction of the author- highways or sections of highways which have been de- a ; 4 ! ° e ity granting such permit and for the maintenance of 151 § signed and constructed for weights in excess of suc certified as neces• ent dul hi f i h , "A C1 which such authority is responsible. 11977 ex.s. c pm y or any s ons, or limitat ' n 30; 1975-'76 2nd ex.s. c 64 § 13; 1961 c 12 § 46.44.090. 1947 sary by military officials, or by officials of public or pri- inion of the the o i h ili i 7 Prior: 1951 c 269 § 34; prior: 1949 c 221 § 3, part; p en n es, or w t vatc power fac ' c 200 § 7, part; 1945 c 177 § 1, part; 1937 c 189 § 55, part; Rem. Supp. 1949 § 6360-55, part.] department of transportation the movement or action is a necessary movement or action: Provided, That in the m4 r i M Federal regoWeaems Sertrsbilky-1977 exa. a 151: See 070 and 47.98.090. RCW 4799 judgment of the department of transportation the struc- lures and highway surfaces on the routes involved are '1 L . EOetthe dates-SertnbtlRy-1973-'76 tod e:a. C 64: See capable of sustaining weights in excess of such limita• ti l i i? nor. fouowin` RCw 46.16.070, ona c or opera tions and it is not reasonable for econom t tz ] considerations to transport such excess weights by rail or l milea e t f h t l di 4 9 ? 46A4.091 Special permits for oversize or overweight g o a stance o t e water for any substantia v f , t ? movements -Gross weight limit. (1) Except as other- wise provided in subsections (3) and (4) of this section, no special permit shall be issued for movement on any applied for, (5) Application shall be made in writing on special forms provided by the department of transportation and -six hours in advance of st thirt d t l b i ll b Y l?4 f 4 ? state highway or route of a state highway within the y a ea e su tte m sha ecial a s f li i A ^ h t ° limits of any city or town where the gross weight, in- ' p cat on or n app the proposed movement. ermit for a gross weight of any combination of vehicles s lood exceeds the following limits: cIudm p r (1981 Ed) fruit 46 RCW-p 1331 r;f DEPARTMENT OF PUBLIC WORKS P. O. BOX 311 MONTESANO, WASHINGTON 98363 PHONE (206) 249.4222 n January 2, 1985 Jefferson County Engineer County.Courthouse Port Townsend,-WA 98369 Gentlemen: Enclosed please find the results of the Weight Restriction Committee Question- naire of September, 1984. The next step is for the committee to recommend specific actions to be taken to develop a model weight restriction policy and expand enforcement on public roads. Sincerely, I '- / "/'e' fw Gary R. Beaver Director of Public Works GRB:lb Enclosure JAN: '11.,-K, X_. 1z-R3c a r OU, I C E=NGINEER$ OFFIC;.. a u j - 1 x 2; '= .v i ? r?. 1 r q k . 4 Nz °T"" "" ' "? p I q ? {4 ? 1 \ i t f "1 •{yy?'?? c-. jllfF?-L? t ?,?, 1 t i r rt 'ti s lali v: 'i M111 Dcc. 31,19,f4 WSACE WEIGHT RESTRICTION QUESTIONNAIRE RECAP From the responses received, each county has a weight restriction policy, but there is little uniformity among counties. Some responded with their procedures during emergency restrictions (freeze and thaw), some with routine and single trip procedures, some with both. The responses indicated a need to work together to develop uniform policy and procedures. _ The concensus goals of this committee should be two-fold: - be the County's spokesman with the State Patrol for weight control - to provide state-wide uniformity in weight restriction on county roads. a -• In dealing with the State Patrol, the areas of concern are: y 7 - the methods and procedures for requesting State Patrol assistance with weight control - reviewing, the existing scale locations, with emphasis on opening closed scales, replacing removed scales, and installing new scales. In providing state-wide uniformity, the areas of concern are: r _? - provide information on what other counties are doing - provide an educational program showing the consequences of overloads provide uniform policv for restrictions, postings, fees, weight limits, ordinances, and resolutions - develop test procedures for frost restrictions. 4 1 r 1 S` 1 i. t t n? r} i ? ? t ? ryry ?p ? ? t } -?. L F py5; ??? 1 7 { WASHINGTON STATE ASSOCIATION OF COUNTY ENGINEERS WEIGHT RESTRICTION COMMITTEE Responses to Weight Restriction Questionnaire i i 3 3 3 3 3 3 3 3 County Permit Overloads WSP Scales WSP Enforce P e As L sted Emergency Frost R. Ob ec- tives 1. Adams 2. Asotin 3. Benton ST 3 c . b a 3, 2 4. Chelan IN, JU, $0 1 Yes b a 1 5. Clallam 6. Clark RCW, $R I c Y CW a 6, 9 7. Columbia ES, $0 0 b 7 g a 8. Cowlitz RCW, OL (ST, $0) 2 c b a 9. Douglas Rarely ($0, ER) I c a 10. Ferry CE, $0 0 Yes N a 7 11. Franklin 12. Garfield l3. Grant JU, $0 ? No N g a 8 .4. Grays Harbor FH, (CR, SB) 3 b Y( a, b 9 .5. Island 5"r,4 5 O a N ck. 6. Jefferson 7. King 8. latsap RCW, ER 0, a Yes Yes a, b 9. Kl ttitas ST, CE, ES 2 a No b a 0. Klickitat LT $5, ST S0, JU 2 a No No b a 5, 6 1. Lewis RCW, $R I No Yes a RCW a, b 1, 2 2. Lincoln 3. Mason BR (OL. $5) b d PT ER b b 9 4. Okanogan IN, JU 0 No No No - a 5. Pacific FH (CE, $B) ST(I, 2, a a No No b a 4 6. Pend Oreillel OL 0 a No No None a 5 7. Pierce OL ($5, S5) 3 or 4 No Yes No b a B. San Juan I 9. Skagit ER (ST, $O)CO(SO) 2 b No No None a 3. Skamania 1. Snohomish ?. Spokane ES, ST, SO 1 I No No No b a 3. Stevens ER, S0, $E I I Yes Yes I No b a 1, 5 . Thurston ST, ES, $0 - a c No 1'(I) b b 9 >. Wahkiakm u I 1 !. Walla Walla DOT, $0 I 3 h No No RCW a '. (lhatcom Whitman ?. Yakima OL., $1. 1 Yes No Sc, b a 9 Unknown I S, (JU, S4) 2 I fi Yes f 1 No i `:o I b a I KIM, n . ?,pya? n ? Y 6 ?,, ?x?"?r`r'v?1?'??°? ?, ? r?, ? ?• 'Ff<?4r???iw 5??1 S m r i i- rr f 1 j. y Y . s? !' e 9 ? i ai r ni i, r n? i=. L WSACE WEIGHT RESTRICTION '' ' QUESTIONNAIRE LEGEND 4,'€ Question 1 Number of answers from Permit procedure for loads over weight restrictions: 26 responses. Basis for allowing/issuing permits; x ' CO County Ordinance/Resolution I DOT W.S.D.O.T."Regulations and Conditions Governing Overweight and Over-dimension Vehicle Permits" 1 RCW ER RCW 46.44, maximum limits 4 Resolution/Ordinance restricting weights during winter and emergency conditions 3 g ; CR Individual roads posted by Resolution/Ordinance 1 " BR Bridge overloads based on operating rating 1 { +•?? Class/Type of use; IT Log Tolerance Permits - yearly 1 , r OL Special Overloads - case by case single trip 5 ST Single Trip/Individual job g ES Essential Services - during restrictions 4 FH Frequent Haulers, established firms 2 , Fees charged; h' $0 No charge $X SX fee $R RCW Chapter 46.44 fee schedule SL Fees per County Resolution/Ordinance SB Bond/Assurance required Nothod of issuing; JU Issued on judgement III Informal approval CE County Engineer/Department of Public Works 2. How many State Patrol scales in County: X S scales in County 16 ? Unknown t a portable scales 3 h No permanent scales ro 3. State Patrol enforcement on Count: roads: No No 5 Yes yen 6 a Yes, if requested 5 b Yes, by request 4 C Very seldon;on occa5:nn S d Indirectly, by controlling loads on State Highways I pr n wt 7 1101 5. Do any cities provide load enforcement: No None 11 Y(X) Yes, X cities 3 a No, County will assist city 2 ER During emergency restrictions 1 Y Unknown 2 6. Load limits posted by: a Specific numerical axle 1 b Gross weight maximums 16 g Gross weight each tire per tire size 2 RCW Title 46.44 RCW parameters 3 c State law, special load limits by County ordinance 1 7. Emergency Frost Restrictions placed by: a Judgement 24 b Testing procedure 5 Question 8 Objectives of Weight Restriction Committee: 1. Provide Counties with information, including proposed weight restriction law changes. what others are doing. methods, procedures. 2. Request that the State replace scales that they have removed, or install new scales. 2 3. Request that State Patrol enforce weight restrictions on County roads, develop procedures to eliminate delays and confusion in requests. 1 4. Establish an easy to follow and workable guide for controlling and enforcing weight restrictions. 1. 5. Specific Resolutions, Ordinances, or wording for load restrictions and functional use policy, to develop State- wide uniformity. 3 6. Develop test procedures to help wit` frost restriction. 2 7. Establish State-wide fee for permits for overweight loads allowed to operate on County roads while emergency restrictions are in effect. 1 8. Provide an educational prograr. that explains and illustrates the impacts and consequences of o%erioad>. 1 Q. Develop a uni fors policy of weight 1-,its, including restrictions, posting, and weight limits. 5 Z 9!>'tk1 Nb' 4 9 ,1 •? 7 +? °n Fah ? 5P n ? am l ? n i G I Qyny 1 k ?gq?, r S?yi? ,. y ?? v)1 1 Ag ?' `% 1` ? 1? '?? ? Rttd N'^ ?` V V ' ?1 ? I ! y y 1?. ?p'y 1h ! '1 ? '1, l4?{ . , ! 1 ? 1 ?h` ry y ?rt? ',? s Ff :i 1 } Fq?,?R 1 i' ? r "Al - RESOLUTION NO. 97-84 COUNTY ROAD LIMITS (RCW 36.75.270; R.CW 46.44.080) WHEREAS the County Roads have been subjected to freezing temperatures for•sufficient time to cause frost penetration, and; WHEREAS moderating temperatures will cause the ice to melt and reduce the load carrying capabilities of the roadway surfacing; NOW THEREFORE BE IT RESOLVED THAT to protect the investment in the roads and prevent damage, the County Roads are being signed with the permissable loads for various tire sizes.. These load limits will be en- forced at the times the signs are uncovered. This Load Limit Restriction shall be in force from December 17, 1984, until March 15, 1984. APPROVED AND ADOPTED this 20th day of-(December, 1984. BOARD OF COMMISSIONERS d JEFFERSON COUNTY B.G. Brown,. CHAIRMAN - f s-> Lar W. Dennison, Member John L. Pitts, Member r, fdY 8a, f- ,fA??rq? } J .,ll SEAL: 7-VP :J ATTEST: J -dice C. Bra g J (, ?... Clerk of the Board y ?' k } % i ??Il1s E y y I ar ? ,tiff a `' r 7. r . .? car 1r.5??a+..' r<. r 4 r , } ,a. RESOLUTION N0. 13_-779-? { ? COUNTY ROAD LOAD LIMITS (RCW 36.75 2701 - + 8 > 1. ? WHEREAS the County Roads,havq been subjeeted to freezing• o! aul.-aurfec formatSan ' ? - - . temperatures for sufficient time to cause t,! • . - a ice lenses, ands ..:. C L , malt and WHEREAS moderating temperatures will cause the ice to in f g, ac reduce the load carrying capabilities of the roadway sur d ,' HOW THEREFORE BE IT RESOLVED THAT to protect the investment ' d i - gne ' in the roads and prevent damage, the County Roads are being s with the, permissable loads for various tire sizes. These load limits This Lead covered . will be enforced' at the times the signs are un 1974-until Apri F l e Limit Restriction shall be in force-from January-3. u 12. 1979. L97-9 APPROVED and ADOPTED thia 3-rd-day_2f-January; - klI '? BOARD OF COMMISSIONERS N COUNTY EFFERSO J ` v, . ? J n /'j'{/? Chairman MetCnr M 1 , . Cerro P l?c'•J fJy G. Brown, +e er SEAL: ? '• •??AYG "•?/ A. M. O ears, Hem e ATTEST. 1 9.d VK `1'•' RESOLUTION NO. COUNTY ROAD LIMITS (RCW 36.75.270; RCW 46.44.080) WHEREAS the County Roads have been subjected to freezing ;', temperatures for sufficient time to cause frost penetration, and; ?R ? WHEREAS moderating temperatures will cause the ice to melt and reduce the load carrying capabilities of the roadway surfacing; NOW THEREFORE BE IT RESOLVED THAT to protect the investment in the roads and prevent damage, the County Roads are being signed with the permissable loads for various tire sizes. These load limits will be enforced at the times the signs are uncovered. This Load Limit Restriction shall be in force from until APPROVED and ADOPTED this day of 1983. ?c9 BOARD OF COMMISSIONERS JEFFERSON COUNTY A.M. O'Meara, Chairman 1 ? J( B.G. Brown, Member John L. Pitts, Member SEAL: ATTEST: Jerdine C. Bragg Clerk of the Board y r? 1 • HAULING PERMIT FOR WEATHER RESTRICTED ROADS AS PER RESOLUTION N0. 46.44.080, THE UNDERSIGNED IS HEREIN AUTHORIZED TO HAUL DURING THE PERIOD JEFFERSON COUNTY ROADS ARE RESTRICTED. AUTHORIZED BY \A/ V _94A. DATE WILLIAM G. AREY, ROAD SUPERINTENDEN COMPANY AUTHORIZED COMPANY OFFI 6C{1.pf0 level rcwat' °. to Y26w./ rr6u• Ydow. furl .uthorii n with rnpect ro pubbc M1ilM1wun under trir Jurbd'ct on may prohibit he oprr.tion .h.- or molm trucks or other vrhicla or m.y Impure bur u u In the rr4hi thtteor, er .ny othn rwtnalom •Y M dermal nttcturY. whcnrver .ny wch public Al/hwtY by rutty of nisi, tnow, tllm.dc or other - W- to ditwn., well M uriou ly d•m.ted w duuoyd entlon of rehwlu thrown M phibad m rc m Kttd or A. pmmlu blr wel{hl. thereof,mlm. P- ridrd. Th.t hwever . hI{hw.y M. Men <Imrd lenrnlly to rehic1. m .prcirird _or rchicln, loot 1MrI1ia tM1I by {enenl rllk w by •padsi, emerym =,11 ve- il orlu tM opentbn IAermn or school Wutey M1lcla, ml maw Iru[kt Inuponin6 imis bl[ oom• moditb w eommodlllw nro[w y for 11, bulth end w.lhrc of bwi raldenu udcr wch ==,7t rwtrlan. u IM1c -I .u=111. prmttl Ihr hi{hw.y from undue d.mFrorWd Nr- IMr, TMI the twcnlnt uthorlllw of intwporrltd [ll• b .d town th.ll not pohiat IM uw of wy e1tY newt doltnnd by IM Imm-11. mmmiulw a fmmint rcdunion I wrillnt wy .no mmnlom w . w rdnnn. the nr• Win .nd 6.11 nwl w to I. M aw d and mdn .I.d 11.. dwl6mnn6 the prwI.I.. of IM odh lulbn In wch and rwd. of IM pmbn r .ny pudic Im. It.d Ir...,I w w[h ordin.wc tbn .h.111 1 M Or.]. unku .d ...If wh n T •r. t x d ml m.bl.ln.d. Th. tt drp•nmwl .hnl Mn IM um[ wtharlq .. 6ercin.bw. p.n1d la buI wlhwltin to prohlat w AI{hr.y.. IM epsntlon of rehlnw upon ..I. prtmcnl .h.11 61r. puait _i. [bun w I.• sill 7M d[pnmwl m.y Ixue •ptti.l permiu fw IM oprr.llon of uhool M.w .d motor Iru[W Inns pool" pvbh.bl, -Wilt. w -mlilW n.tn• ..ry fm With d wn/.n of b.1 mid.nu ud.r .pwind w2hl d p.d rx W i...1 m., b. ucw• ry to Prmrcl .•y sill. hghw.) I- uMo. mgr. X1977 w... c 111 1 79; 1971 1M n... [ li'vd.1961 c II 1 46.14,010. him: 1917 c 169 1 d.; RRS 1 6160.16.E Rt "to. .r ctlo Mp.e Im ru r .ni Ix n Y ?Y I mg R ESOLUTION NO.116-83 .y c i COUNTY ROAD LIMITS (RCW 36.75.270; RCW 46.44.080) WHEREAS the County Roads have been subjected to freezing temperatures for sufficient time to cause frost penetration, and; WHEREAS moderating temperatures will cause the ice to melt and ` reduce the load carrying capabilities of the roadway surfacing; x - NOW THEREFORE BE IT RESOLVED THAT to protect the investment F in the roads and prevent damage, the County Roads are being signed * ! with the permissable loads for various tire sizes. These load limits r will be enforced at the times the signs are uncovered. This Load _ Limit Restriction shall be in force from December 5, 1983 until March 1, 1984 t APPROVED and ADOPTED this da f ??? y o / 83. IONEP.S C JEFFERSON COUNTY Of ara, Chairman a •_-4 Y B.G. Brown, Memb r i t o n L. Pitts, Member F ? SEAL: j, ATTEST , r 4 i J dine C. Dra g Clerk of the Boar Y E Size, Wei ght, Load 46,44.090 - ?? ,_ f r - Re,lrer's note: Powers, duties, and functions of highway commission authorities shall by general rule or by special permit au- transferred to department of transportation; see RCW 47.01.031. Term 'highway commission' means department of transportation; see thorize the operation thereon of school buses, emergency RCW 47.04.015. vehicles, and motor trucks transporting perishable com- f. modities or commodities necessary for the health and r ,ii - d l 46.44.050 Minimum length of wheelbase. It shall be welfare of local residents under such weight and speed k ' a unlawful to operate any vehicle upon public highways restrictions as the local authorities deem necessary to E r. with a wheelbase between any two axles thereof of less protect the highway from undue damage: Provided fur- F than three feet, six inches when weight exceeds that al- ther, That the governing authorities of incorporated cit- F. lowed for one axle under RCW 46.44.042 or 46.44.041. ies and towns shall not prohibit the use of any city street - - It shall be unlawful to operate any motor vehicle upon designated by the transportation commission as forming the public highways of this state with a wheelbase be- a part of the route of any primary stale highway through - tween the frontmost axle and the rearmost axle of less any such incorporated city or town by vehicles or any i i d i f hi l i - than three feet, six inches: Provided. That the minimum mpose any restr ct ons or re uct ons class o ve c es or - { wheelbase for mopeds is thirty-eight inches. in permissible weights unless such restriction, limitation, - j For the purposes of this section, wheelbase shall be or prohibition, or reduction in permissible weights be j measured upon a straight line from center to center of first approved in writing by the department of '." the vehicle axles designated. [1979 1st ex.s. c 213 § 7; 1975-'76 2nd ex.s. c 64 § 12; 1961 c 12 § 46.44.050. transportation. The local authorities imposing any such restrictions or Prior: 1941 c 116 § 3; 1937 c 189 § 51; Rem. Supp. limitations, or prohibiting any use or reducing the per- xn 1941 § 6360-51; 1929 c 180 § 3, part; 1927 c 309 § 8, missible weights shall do so by proper ordinance or reso- part; 1923 c 181 § 4, part; RRS § 6362-8, part.] lution and shall erect or cause to be erected and i ' maintained signs designating the provisions of the ordi- 76 2nd 64: Sce ERectin dat,----Sesenb11lly-1975- nance or resolution in each end of the portion of any aaea following RCW 46.16.070. public highway affected thereby, and no such ordinance 46.44.060 Outside load limits for passenger vehicles. or resolution shall be effective unless and until such are erected and maintained. signs t [F, No passenger type vehicle shall be operated on any pub- tic highway with any load carried thereon extending be- The department shall have the same authority as j of such of yond the line of the fenders on the left side hereinabove granted to local authorities to prohibit or restrict the operation of vehicles upon stale highways. i G "'+a 1 nor extending more than six inches beyond the line of the fenders on the right side thereof. [1961 c 12 § The department shall give public notice of closure or re- i f t 46.44.060. Prior: 1937 c 189 § 52; RRS § 6360-52; ts or striction. The department may issue special perm the operation of school buses and motor trucks trans- 6'. 1929 c 180 § 5, part; 1927 c 309 § 10, part; RRS § 6362-10, part.] porting perishable commodities or commodities neces- f l id t d d lf l h h l h x -6! .3 46.44.070 Drawbar requirements-Trailer whip- we are o oca res en s un er an sary for t e ea t specified weight and speed restrictions as may be neces- sary to protect any state highway from undue damage. . 0 fiag or wearing-Towing flag. The drawbar or other connection between vehicles in combination shall be of [1977 ex.s. c 151 § 29; 1973 2nd ex.s. c 15 § 1; 1961 c sufficient strength to hold the weight of the towed vehi- 12 § 46.44.080. Prior: 1937 c 189 § 54; RRS § 6360-54 1 ., de on any grade where operated. No trailer shall whip, . a V: _ ` ?. rave or oscillate or fail to follow substantially in the d vehicle is di bl Wh hi l Federal requlresseats---&-bllity-1977 ex.s. c 131: See RCW 47.98.070 and 47.98.080. _ sa e en a c e. worse of the towing ve A ?' being towed by means of bar, chain, rope, cable or simi• hr means and the distance between the towed vehicle 86,44.090 Special permits for oversize or overweight artment of trans ortation ursuant The de ments y , lpjr h ` and the towing vehicle exceeds fifteen feet there shall be , p p move . p i i i h i 9 fastened on such connection in approximately the center on w on comm ss t to rules adopted by the transportat Hereof a white flag or cloth not less than twelve inches respect to state highways and local authorities with re- s under their jurisdiction ma hwa ublic hi d t t`? square. [1961 c 12 § 46.44.070. Prior: 1937 c 169 § 53; y, g y o p spe RRS § 6360-53; 1929 c 180 § 5, part; 1927 c 309 § l0, upon application in writing and good cause being shown F; y part; RRS § 6362-10, part; 1923 c 181 § 4, part.) therefor, issue a special permit in writing authorizing the - ' trt ' a applicant to operate or move a vehicle or combination of d di f hi l l ?+ l r` 41.44.080 Local regulations-Stale highway regu- e, or oa excee ng ve c vehicles of a size, weigh) o , .s 1 •;i Woos. Local authorities with respect to public highways the maximum specified in this chapter or otherwise not rovisions of this cha ter upon with the f it i +;v r ' I r+ ? uder their jurisdiction may prohibit the operation Raton of motor trucks or other vehicles or may impose p p n con orm y any public highway under the jurisdiction of the author- .P . t ,..; other restrictions of or an i ht th h ily granting such permit and for the maintenance of ? y y Emu as to t e we g ere . whenever any such public as may be deemed necessary which such authority is responsible. [1977 ex.s. c 151 § ,. F e. , ?ighray by reason of rain, snow, climatic or other con- 30; 1975-'76 2nd ex.s. c 64 § 13; 1961 c 12 § 46.44.090. , /lions, will be seriously damaged or destroyed unless Prior: 1951 c 269 § 34; prior: 1949 c 221 § 3, part; 1947 I' re the operation of vehicles thereon be prohibited or - c 200 7, part; 1945 c 177 § 1, part; 1937 c 189 55, 6360 55 t 949 S -?' to i; aricted or the permissible weights thereof reduced: Pro- - , par .) § upp. 1 part; Rem. ndtd That whenever a highway has been closed F,d,r.l rpul,emmts-Soenbllhy-1977 ex.a. c 151: See r ryl paally to vehicles or specified classes of vehicles, local RCW 47.98070 and 47.98.080. !A ,#?• ^'' y1 pC f1711e 16 RCW (1979 F4.)-y 1251 t ? ail ALAI ? 4 ? 'd Wfl yD 1 ktrr7.a _J y' ,fk ?• rr 5 r»3? Y. i? Sal „ 1 hC ? - ti r b sn a a I tyy?3i?EE: ; r , t a I ? e i? } t s ti ,.f ti; I p r ry r a r 4 ??? ?n ? 'L? ? } ? 4n k,F v~r 4 r. ?.f r r ar . y ti iy ' }.,. '7 rl ti f ?, I 1, f f 1 tl i h} c s f, x ? t r 71,,, ?: ?;:?? r 'F - A Jh ADL RESOLUTION NO. 55-81 ORDER TO CLOSE BRIDGE "OLD LITTLE QUIL BRIDGE" WHEREAS, the Jefferson County Board of Commissioners did, on the 4th day of May, 1981, sign Resolution No. , declaring their intent to close the "Old Little Quil Bridge", and so published and posted notice in the manner prescribed under RCW 47.48; and WHEREAS, it has been determined that the public will be benefited by the said closure which will eleminate a dangerous situation; now therefore BE IT ORDERED THAT: The Old Little Quil Bridge, on County Road No. 302, Quilcene Streets, located in the NWo of the SE4 of Section 13, TWP 27N R. 2W. W.M. is to be closed by appropriate means and that adequate signing be posted to alert the public. DATED this /X day of May, 1981. SEAL: ATTEST: +Audiand erson, County Ex-officio Board JEFFERSON COUNTY BOARD OF COMMISSIONERS B.G. Brown, Chairman w_A_.f 'M A.M.Q'?eaeaPf,y1 Mem?er qarroll M'. Mercer, Member j? ` ?'1S9GSC•!ty$9? / 5ar?Ck'sr,U?r"'+4+A .. ,` ?.3W ? '-??S?i-?'ECVr-a Lu . .. .. ... ...m ._. . FO4'PUBLICATION 5/6/8I FILL ? N ?-.fi ( cf. G J 5"01 o F? RESOLUTION NO. a INTENT TO CLOSE BRIDGE , WHEREAS the Jefferson County Board of Commissioners find that ate. , th b id k " i i " e r ge nown as the Old Little Qu l Br dge , located on County Road No. 302, is dangerous to all vehicular traffic thereon; and WHEREAS, it is in the best interest of the public to close said bridge; now therefore, BE IT RESOLVED, that pursuant to RCW 47.48, the Jefferson County y ? . Board of County Commissioners hereby declares its intention to close the a t following described bridge to travel by all vehicles: u The Old Little Quil Bridge, on County Road No. 302, Quilcene Streets, located in the NW; of the f SE4 of Section 13, TWP 27 N. R. 2W ' q; W.M. • BE IT FURTHER RESOLVED, that notice of the said closure be rxt?rg?t published in one issue of the legal newspaper for Jefferson County; and that a like notice be Posted in 'a conspicuous place at each end of the said "Old Little Quil Bridge". " APPROVED this day of May, 1981. i r- JEFFERSON COUNTY e r ': BOARD OF COMMISSIONERS SEAL: ? B.G. Brown, Chairman ^ gq? ?dt ATTEST: fy_ A.M. ' e rA, Member 11 ? Betty d erson, County / 1 ?/? ? r ??? Audit nd Ex-officio ? dj?11,Y1A, r ht • Clerk f the Board Carroll M. MercerMember' , s • "` an S 21 ? r E2 ?Jcl?-so7c< C7?E"L`'7C / ? .,, rya»?a ' Br a7-4?17":7- ?p 7 L ? A, Y ^?e? arv ?r -wr a?rreu?ycv ?rtr ^'n a mM?r?reyr.??a ? a?w?s.,, w^.wv iw?ane ? 1? fir. .77) BRIDGE INSPECTION REPORT C ?r AGENCY JEFFERSON COUNTY 06/12/80 AWL S. 13 T. 26N ERSEC JACKSON CREEK R. 02N 4 u, ?= BRIDGE NO. 20E FEATURES INT 7 BRIDGE NAME JACKSON FACILITIES CARRIED BEE MILL ROAD CONTROL FIELD 16 27340 000 15 0 0 LOCATION 0 NE JCT 9R10 Jac Olson DATE. TED BY 1 C u STRUCTURE TYPE. r INSPEC . 7 STRUCTURE DECK GEOMETRY n UNDERCLEARANCES 9.1 SAFE LOAD CAPACITY a .I 6 - 0 •, APPROACH ROADWAY. ALIGNMENT T r : I aJ 7 _ . ?j 6WATERWAY . -. DECK ..._ ..... _ .___ ._ _ ._, . SUPERSTRUCTURE ., Z --, SUBSTRUCTURE O - -- - -- -- Z 61 gCHANNEL AND CHANNEL PROTECTION g _ i CULVERT AND RETAINING WALLS rJ . 9 -? APPROACH ROADWAY.... _._ _. _ _.._..._ ....__._ ...._ .._ ,n,,, BRIDGE RAIL TRANSITION.GUARD RAIL. TERMINAL - - --------- _ ... "R SURFACING I ... .._ -. _ `._ FLOORBEAMS - EXPANSION DAMS LONGITUDINAL BEAMS Z BEARING DEVICES _ . __ __... ._. ( TRUSSES O DRAINS .._ _ -. _. ;.. ARCHES - o f ?i CAPS w INTERMEDIATE BENTS _.. ... _. ,.._ .. _. N r ABUTMENTS.. PIER PROTECTION V . CURBS GIRDERS --. ; ` £ I ....? RAILS ." _.. __ +_ .. ? ...., I ,. PAINT ._ _.. ,. V ; SIDEWALKS -. - I UTILITIES ? I- ? STRINGERS X ? I ' O n I - 1...' - ... O co Ui- \ I ICI o? ? l0! .' I ' ? i i I I I ..I ? _I ! ? I o yytt m ?-? 3 I I ??I I I' _ I EE !111 ! 1 I I I .'I J I IoW 1 I "? 0 I ! ? ! bs 'i• Z ?FI I '. rn,Iis lSIO + I _ISI? i I ? ! ?iI !p IySU? .i -IN le'??Y ? „A ?,y?i5? ? j W °? I irl a {0I`?3 31 °§ I Io ?u { w I c l w K I IN '° O zu5 r ! Jo c F_ .??yt,,?J rs LL o I?j !.+? ! I WI I I }OI I nl p? N_--? i!'_ •t= _ _ ' ?? laI ?o?i? • z z .._ O ?`..uo?? ?.. ? •? .? ?. .iyl i -1 I ?' o os I ? ?Q, ?3z 1 ?I to `?? . I •oI I?duE ?,,? I? _ ! r I! ' { a 4a~io I j dl ?oi i I ?i3?a .I SI_ 101$0 ?I a ---?o-? o o o' oI I § 70l $ - W -- a ? ' O I I Y Z j I z S I : N? I o ? O g m ? WI N vi 3 .: , W NO? {N. ?t I RI ,IN ouoG I 1 {oI I ?I ?o,! I ^1 o .a a _ y s z V 3' 31 r Im rlsI ?o? ry' _ Ir0 cF JI ?_-. _.( I 'rz !"u 21 n `, o 1 w o I I 1 z i ? I I ;kJ _ al ,o ? ? ? R I? 148 I w, !- t?? I 4 i I 3 ' o ,wiro a 1 Iz z o°> o I g y ? I ? I ?m 61 ? IF ? "' t, .. I I I I ' ?:. o.?z - I Io• W .. NI I Z m 7L W +? P ?a1 IO,- ?o?W ° • I ? IrAofr?iiv? ? 'I I'WS 1?' a ?, I ° !. _ .. ! I 1 lip I p+`, p II 1 I ?o& p 3 O'y S OI wua '?Jl. U FM I of 0 i ;I to 'cNV g ! ? r ..... : Mai. I ,. g! cl? .'' 11 $ I ?.° ' to 6 I„ W N oW51 ? I I ,,I 1-0 ?r I fu° . v '}1? 1 S I _I I I ,1 II 1!. ??a1 ? z W 3 I II. ? t I I z I 3 I x. ? $ 1 I I r?• I sN- t i? S ?? z ? I a p C, 101 -? I I V n I I nxfrioni 7 t I F o ml I b Lj? a I o zI i Rr..._. °I I R? ml ?..!^' ?' I III 1S f t 1 f ; 1 0 v R '? I 1 0I ! r t ^? ~~ ! t! ^ro n? cl -'r ?... I I01I S -?ol _I h !zn ?a ! I d{? Ihtirt^i I O ,nl I n. _ I... __ ..i rte f! ?'.: olo ,moo g n? I ll t +, A M? ?C?p S N i f s' I? I A?? w unn i l I ??:?'??4 ,L - i r .1 ? 1` f _I nl? I A z a' , I I ??i ? ^I ?! ? »ta § I ? f !? al ? ?: r 5 ??4?y`P f ,?`, ?'`'1 1 . f M! MINMO 2, .aa; R t r- .. - Gf F! '... ?? nt rr...._; >r n '0a. m ,r1 r """ I`I ., ? ^, ? ? I o't lr` n not ? ??? I I??'?? ,.._ _. .? _ ,.. ?,,,• ? s' { ? ,yq, ? r t HION)l 0; R' • o knol to g, ? ? t K ..! OIL ' I .'ice j ¢i L 1 i * c 1f Y r ' 4 ,, s K { ",. v 6l HJf10NH1 S SNWf110J 31t+Jildfla tHJNfId R !1?f ,{ 4 l3)l Rp ya ?. (n , 4 4n '0 4a 4 ?i ! i? rv I S,N?? { d fin 4 h to h 00 S ?d r f-1 i ,I ',?,pt'>? •pY 4ti S`. t r.f?'11 zt',a r rS I it !f r?4 ? ?? ??ref ! r. ? v wr s'?ri•? isi,, ,??' u7 .;:.[<n as « ? •r f t I O H K LL ' N w G N 0 y ?d Cie Ns z N O? z .1 O V c Z_ Q ? O H z O O U -y 3 . L UL; J ? TW LL ? L \\ I >zr ?P t r?l pI R. M i Y Y A ?1 I al ''- FO a R l ?N I?: P 9.3 g; r a% o J I- I 1 I i v I ? ? ??z °' ° Ins1 i $ 0 - < 1~ 1o I I I ? ! O i 1 5z g ?._ o o= I 1 $ '' I I I a I` r tl ? ! Y' I '.4 e W I O i ' +O a ?z I ti J. z.rc R, I? I of I? IW o f ill al i 1 j O I .10 g N 1 ^ I Ri IN i ''J r i 1 - N I ¢gg I 1Q u3r?d< J I 1 ...I n 3Y 1 P ` :p i I ° j i j jW .? 1 M3f a RI o ;o -I I I z? I N • ? ?? o° ° e I , ;I • ? o 3 I ? . I u o e i I' 1P I? o yy J 4 I I I -to„ ? t. JO ?- a ?? I o IN .aI no 10 I ? V, I I j 3 .. 't -- ? i n I L IW I z O ? O -.. I j i zl .Y I w A IS { Ivrwa al a ? N i?° I R ,lf1 YJlO_ ? . JII IY I .s O I , tl. ll a >Y I U_ l I 0 e iP ` ! ? .i I I .IQ 1 Uzi I I R I to 1 I?u„ i w I 0 1 + ???? + Ii I? °; NYNJ O r 1 ' Y a? IOI i F '-Y,nrrc? 0. I - N iU a X 1 t Cpl I I?ol s? 9 I? . l n f MO rn ' l U l ' Iwuc .._ ...-_e IN o i ' 7 R1i coitm I TI N I A. I N I€ I I ryyryyryy a w I' tt 0 ' I t T i ira wa I j .?? i _ .. R o R 7 l ;oI I R lo. R} Cpl 61 HonONH1 S SNWn10J 31` :)Ildnci fH:)Nnd43)1 I tn? ^ co CO 00, I0 f ?1°S A r g.! +I 1,0 ?I« bG I co I^Ip I BRIDGE INSPECTION REPORT AGENCY JEFFERSON COUNTY 07/07/78 S. 13 T. 26N R. 02W BRIDGE NO. 20E D JACKSON CREEK - " FEATURES INTERSECTE BRIDGE NAME JACKSON FACILITIES CARRIED BEE MILL ROAD CONTROL FIELD 16 27340 000 15 00 LOCATION 0.214E JCT SR101 STRUCTURE TYPE: INSPECTED BY. Ifl.,I, r??_ DATE .r 2., .FYI r -? STRUCTURE .. _..._. .. __...___ __......... _.. .___. ____. _. ___,.._.._..____...-_._ ..__.. .._..._ .___._ . - y - r--? DECK GEOMETRY._-__._.__. __.____.. _._. _..:. _. _. .; . UNDERCLEARANCES - SAFE LOAD CAPACITY.-_-_____ __ . ----- --- - ---- -- O [- APPROACH ROADWAY ALIGNMENT w 7 _. _.. _.._ .. ..._. _.. _.. _ ._ ._ _ _ _.?.____...____ o a _. ------ ---- - - -- r WATERWAY__...... _- - ?6 C? DECK r SUPERSTRUCTURE c? e_ '" - - SUBSTRUCTURE O - CHANNEL AND CHANNEL PROTECTION- 0 ' ` -_ -_" --_--__- _ - - -_ _- _ I CULVERT AND RETAINING WALLS L J q - 1 ` APPROACH ROADWAY___ .._.__ - ......... ......_ OBRIDGE RAIL _._r? OTRANSITION _._?'? GUARDRAIL TERMINAL ( ^l SURFACING __.- FIOORBEAMS _ t EXPANSION DAMS LONGITUDINAL BEAMS Z O BEARING DEVICES _ ....... -'- TRUSSES " _ - 0 DRAINS ARCHES . '. f RAILS - - - GIRDERS _ Z n - I CURBS__ .. _,:... ._-._. ..._. _..{.... PAINT_ ._ _.. ._.__ _.. ..:. .. _..__,. _ :I w -- SIDEWALKS - UTILITIES STRINGERS 4 Z CAPS G l 1 INTERMEDIATE BENTS ...-. _ . ..... __. .._,.. _, : _. ..: _..__. __. _? _ ABUTMENTS..... PIER P TECTION ....... _.. ..: .."_. ...._. _.: _ _. REMARKS ev .0. . RECOMMENDED REPAIRS _.. /l"- ?i'!i/,L....ZC.. /Lfl?lKd.?-. /r.? H_ -914'0" YR, BLT. 58 00 LAST INSP. 05 77 INSP. FRED, 2 ! LE, 1985 ?`_ryiw?4T, Jw?. l'CAau?.I?`tV.+=?.1.i.???:.?r?ml.t+v?':?.i?.r,^AAY/I?x?a°?ei?i?i?C???.?'???4 STATE OF WASHINGTON INVENTORY OF BRIDGES AND STRUCTURES INSPECTION CODING FORM . ; 1 ! a I ] d . s e.'.7:.. a v.':.!Dsla_17:I: T<]u,i 16,,Z:jle 14-'. AGENCY: JEFFERSON COUNTY . I ? 1718,51 67_2 7,.31 _y+:. 0!0, DLO 1 5' OW O,t BRIDGENO.:LOE - ' - GOUONTY i., ROUTE NO, MILEPOST JAC i'... BRIDGE NAME JACKSON - - '? - 'RO '" 1 - X25 26 ;2]?29.,L 29 30'll..]a ,7]'.:.7(,.]3, ]6, ]I; ]8-x.79 40 d1; T?d2_: d3,u id5'j:16]/7j d8:`?A9 X50„ ?. ?.: 7a a7 tT4_r. - - y - ? TRAFFIC SAFETY LIFE CONDITION MONTH YEAR t ADEQUACY APPRAISAL E%PE i z DATE OF YEAR AR G s6 a ffi? THIS i - 5 , , a; N. „ F R vl ; 8 0 INSPECTION ^ a I OPTIONAL x,51 :32 , 53 -1,3A i55 - 36 1 57, 58: 59 `60, ? 61,;.;:62 67 64165. 66 67 68: x.69 ZO _ 71 "T''72.} 73 17CT 75 1 76.x77 T 78"j.79: ea II ? r -r sl 1. ZI 3 z a 4 l J?t a tsl `io x ?8 ' INSTRUCTIONS: s: CODE ONLY THOSE ITEMS WHICH HAVE CHANGED; ITEMS WHICH ARE CORRECT ON THE TOP SHEET SHOULD BE LEFT BLANK. I . 7. BE CERTAIN TO CODE THE DATE OF THIS INSPECTION EVEN THOUGH NOTHING ELSE CHANGES. FILE AND SEND THE BOTTOM SHEET TO YOUR DISTRICT STATE-AID N T 3.-SEPARATE THESE SHEETS AT THE PERFORATION. KEEP THE TOP SHEET FOR YOUR PERMANE ENGINEER. - , WATERWAY ADEQUACY. 7- : STRUCTURAL APPRAISAL 9 Not applicable ' 9 Not oppli, ble 8 Large well established channel. No hydraulic problems. - 8 ' New bridge 7 Rock channel. Ripropped or natural slope protection, Alignment per- 7.. Good condition. Becoming older and slightly worn. pendicular to bridge. Stream capacity adequate. No scour. 6 Bridge structurally. sound for legal loads. Minor facial repairs needed. 6 Rock and grovel channel. Gradual slopes or partially ripropped. Align. l sound for legal loads.' Major repairs needed. ment adequate. Stream has minor drift. No sou in immediate area 5' Bridge s u ct ro tr a Bridge structurall ly sound for all loads except for overloads. Major ra bridge. of pairs necessary , to bring to full carrying capacity. 5 Grovel and sand channel. Unprotected but not steep slopes. Minor align. 3 Restricted loads (Bridge. must be posted). Repairs necessary, ant problem. Stream causes large drift accumulation.. Minor scouring 2- Restricted loads (Bridge must be posted). New bridge necessary. at bridge. I Bridge closed. May be repaired. ` 4 Sand and mud or grassy channel. Unprotected deeper slopes. Alignment U Bridge closed, Must be replaced problem requiring eventual repair. Stream causes large drift and a high - flow. Major scouring but no undermining. UNDERCLEARANCES, SAFE LOAD CAPACITY 3 Mud channel. Unprotected steep banks. Stream overflows banks. Drift may DECK GEOMETRY - , AND APPROACH ROADWAY ALIGNMENT APPRAtSALS damage superstructure. Undermining problems have developed, AND uiring high priority of replacement. dition re bl l r q e con era applicable 2 Basically into 9 io 1 Immediate repair necessary to put back in service. itt bl i d I._. r e cr es ra 8 Condition equal to present necessary to put back in service. 0 Immediate replacement _ . 7 Condition bY'+r than present minimum criteria - a Condition eqd I to present minimum criteria CONDITION S Condition somewhat better than minimum adequacy to tolerate being 9 Not applicable left In place as it 8 Good tondition•no repair necessary J Condition meeting minimum tolerable limits to be left in place as Is 7 Minor items in need of repair by maintenance forces.. 3 Basically Intolerable condition requiring high priority of repair 6 Major items in need of repair by maintenance farces r 2 Basically Infolerable condition requiring high priority of replacement S Major contract needs to be let to rectify deficiency - 1 Immediate repair necessary to put back in -ice J Minimum adequacy to lalerole present traffic. Immediate rehabilitation 0 Immediols replacement n"Isssory to put back in urvice necessary to keep open. _ 3 Inadequacy to tolerate present heavy load - warrants dosing bridge to trucks • posted. TIIAFFIC SAFETY FlATURES 2 Inadequacy I. tolerate any live load • warrants dosing bridge to all traffic 0 Insis Ted feature does not meet currently acceptable stondords. 1 Bridge repairable, arable to reopen to traffic 1 Impe<ted learore meeb currently acceptable stns. air • danger of immediate collapse. e Id i i p r ons g Bridge cond t f. ? i,.,'2' ".?T.? ,` ,F tA wmws"`,`".??.?1' .-?r ! ..ra T'.115., R .i:i 'rrq'?, Ik"1 ? ad ( ?.? r ,,, r.1n +' C P n5.1 r,r [L` hi a, ' . _?:.;S..3V !Z .+L?,L?S?v.7?w? _ 7 +??..-. w..+?r . . tea... ? ? ?..aa[.:?•. _._..d .?.. -.. ..... v ra-.,....?w»n.w..- n_u .... .a? 1 RIDGE INSPECTION RE PORT 13 T. 26N R. 02W s _ AGENCY JEFFERSON COUNTY 0 8/18/79 FEATURES . INTERSECTED JACKSON CREEK BRIDGE NO. .20E FACIL MILL ROAD ITIES CARRIED BpE 1B RIDGE NAME 'JACKSON . LO ION R CONTROL FIELD 5 By, INSPECTED DATE. 3 ' STRUCTURE TYPE- .? N I 4 6. STRUCTURE ` ., a DECK GEOMETRY-_---_ - 15 UNDERCLEARANCES " . 9.:_ .-- r-T SAFE LOAD CAPACITY ----------- --- ----- - -- -- ---------- APPROACH ROADWAY ALIGNMENT ,, ' WATERWAY,--.-. DECK SUPERSTRUCTURE C1 = SUBSTRUCTURE -' 8 - - -- - - - - -- -- ` CHANNEL AND CHANNEL PROTECTION ' CULVERT AND RETAINING WALLS ----------- AP PROACH ROADWAY A BRIDGE RAIL ._._ TRANSITION GUARD TERMINAL. _ __ _ SURFACING. .__ -_;- ... _ ?_ ..I FLOORBEAMS- --- _-..._.. -------- . ., EXPANSION DAMS 1 I i LONGITUDINAL BEAMS,__- a i BEARING DEVICES _._. -- TRUSSES 71 ? r- -r DRAINS _i ARCHES, _._ ---- --- - ----------------- `' E t.._? ._. __.. .. ?- RAttS ? n ?? ._.- _.... .._ _. ,_ __ - _. ... (' l GIRDERS -- - ? ? - - . - CURBS _ ( t .. ._ PAINT V I ? 5DEWALKS ....? UTILITIES. Z _:. ..._ _. _ STRINGERS _.. ._.. w r-'- CAPS ._.... _. __. ......_ .. ------------ .fit+J, i) r -•I INTERMEDIATE BENTS ._ ..... . -?_.1 ..... . _... .. ._._. -. .__. ..? ..... _.. ..._. _.. . . _ _ PROTECTION : _ ? ABUTMENTS. .. ..,- _.. ? ... .. ...' .... ...__._ . PIER _... . -. REMARKS .:. .. _.. .. ._ .. .. ... , _..(/? ?/?LX' ?? e L -. - 9111 ?i _ ? ___. .. _ . , G?'aoucf •.. _ . ... _ ; ah _ s /- . RECOMMENDED REPAIRS _. _. ._... _ ... ... _. ..__... ... ... ._ ., ,. YR. BLT.56 00 LAST IYNSSPe 0577 INSP ^FS?AE'O 2 ] LE rik1 l985 ] l.wl i.1+ryrrw r????l?il?.4? ??v??A C dr l? ?'w?.?*??f. r 1 : I? ? ? ! ' G.? MOf J.? ?v,?.-7+?l??'r9,. .. %?.:1'.I .?, tr '1.? . . •le f r.. .. 1.,, Y , ,L?_[AINf NG WA?,LS _ --- 1 e rPy? ? _'r..flEwvv :: .•?. _...-?L3t+v.........i?YT... ,rr_.?c.E v°.;u:?.LsYpi? ? ,,._ ..s .., L ..s?31h?. ???1 .sw~ ._ 4? f?^ r! r I I I I. ; I O I ? I ti N W g - ?nl K11 '- O;< ? I ? r I I , er 11.._? f +a_. o z D ?fi K1 a o?S. OI I I n? I -? ? ? ? P, fi M xslc I Z I S' m u i ? i I 5 voi rR ?o Is tzS j ^{ yam" v _ r fN I s iIO Iz?Y I I- - _ 1Y1Y3 LL R I O 1 . O $ .I 7 { I ? O f P•Iz ? ! i I g'.. I '"? IG?p - , K + r .'' i I I 3? O ?zOg 81 Ol ?z _ I O ? ?? •? ?? - 5 ?'. #,?n _ h ?o IRi I o ?P' - s j to ? ? R o i?o I ? m 4zo f a i- - J I I? ? '1 W N .f o 1 O o : 1 10 ? N ? I + t - S'` I o to»?Q ?I Io loo ... _. 13 ' ti ?_OG +i ?i W ??o I ?•o? fi I r+'z9 I I O -? xf O I j I I. liio -: :cc Z z I _ o - - R of N ;cm l z V t a ?I r tv ?? js -to 0, 00 S§a S Z ?I Z' Nm'? .+I?z o ° I I 7: f - - _{ < o ,Z.° r ?? 3 I I I? ?, 1 R c. ? 31h LL - RI 1 W 39 Pi" I L"r I 1; - ,H lo. R+ 1 ISI .YY r - P O a _..__ .A..... .I _ m ? , SI! I O !2!Z?i - I o Sz ar , c ?I {-- o -a{ f N o of I P Iz O {1 -Fi - n f t t xi o 13?u :i o m cNrsl j{ Z. 10 o ° y I I al i 31 4 °d p o x - ° I 14V $.. I I ? x ?? x o r:ag ?, Rz! WN o ,?I O llokk alb+? I ?--:.8' ?` r "t`?'., f {o? nN3no3s R , - O in a 'o w h 4 it ?y ! W [ 150 0' a N 7k } UN P 1 +I I A Q' oI 1 y .. R R y lF'p Lu it ?? F ' Or ZIIYM'Y?I 2 , In: .0 I ? 00 v? oil nsZ A-'I „nr r ?C N1 .. V co 0- lV Yllnf ? + I4 co v i w M1 fY1 113NM0 • a O O Uasn in ,N OIYI + I ... n Ja In -4, fi 1101 + Y A e sp 0: . og 1 NION11 a "?"? _ •' R RO snpl is - O Q a R a 1 ry°?r R R ?O tn. I ?.xw 61 H!DnONH1 S SNwnio:) 31VZ)Ildna 3HDNIndn'? ^?..... N,.. ,N .? 10 ? j ?,. _. ..._. (4 M 1n , N co Go 00, C? 00 JEFFERSON COUNTY ;. , o wXS,Iw?oN DGE INSPECTION RE°ORT 1- ARTmEUT of HlrH,N YS BRID E NPME?{?'-irA .. - LOCATION--_ ?.W _ MADE BY DATE - -,?.. __- GENc'R_1L CONDITION - ?-? ' EXPANSION DAMS _ i ?PAJ17S_ J . .J _J 1. pfo- li. a z CI{gNNF, I„¢_CHA`i IEl.CR91.ECUl iN,?-___- P ECR._T91LATRR. _ ' DEPTH OF WAT CR._ =? J ? - wfii <, aY :U QU.1CY ? _ _____?^ WIDTN OF P1TEr! Ik.1L .-?... J6-kU?-.?Kf?F?1?'/??CG/?.[ ? 4i ...T .. v?.Xa.? l(?Yy'?_.l.r ??.._., ?, r. i?CC•?i'NOEO FEP11R5???? _ 4 [ r r ti U'?41at 4 ?p N A Z, * { ' ?i , ¢ ? y . q rQ ? :iN" Std' 1, } x ti )n? }n ? Y, t ''7 Y f? . ?? fi s d.y y + f ' F ? R i ? RN' A I A ? r 1 ? l J '?* ? i . t yy t ?t iN ` ` 5 i ?,, f ya }J c s E ?' i 4 ? '1 t' t 6'y ? 1 y . r t ??' t '1 ; l n?y J 1 t ? 1' 1 l: } I l A i a ?,, + Ki r t r - I h1' t 4 f i. -1 t ? umno z ` m O ? Y .? I D ] S 1 O N ? O sx a ? O Ar D I a? _ J S S, Y , 3 S ll u1.W?? O ? ?? non 3 ? MV l u O O ?D.atiol ? e'Z Z W''• t yy?? • tk, ?b .p JnYIL R .: gp§ '? ! ?? I NV ? U ? ??.? e?{?... ° Gj x °: i ? ??? I I 1 ( Imo. `'?Yl]NMOIt ?? .... °? - n f _ r ? 1 I 1'2 .. ....; - ' 6 ? ? ? 2 N 1= R . a z! '' o R ?k R ml Y9. 5 ? . SA ? a ? ? I V? n' . al z aws 9, o . 1 t ^t O x ? u' S 4 17)i S ? m Y>.nz _ I b - 1 n ? t` YJiO ? ? - AlF 1 7 f m 'cl,' r P t.' t` R tin ri it ln' ? ?t 4 ,r i n ? r ^ m ? J ? ° ` I I ?? j R R? tuoMI Ynoua R y R , f 4 R g B . ' n I t _ 61 HonONH1 S SNWn10:) 31VOI1dna 'HJN nd43N 4 N M `V n h .r n LO ?H N ' h, v1 a i , ?' a co w co , 00 ll p?, I ? L? df`4 I + ?F 17?1??rs ,? E,ri r_C_L ? .?/•"????/??? i ? { ! ? ?? { _ t? R-a ? I 1 ? I I I { I ! ? ' ? !, • ' I I ?? O t fr Tin 1 1 { I ? ? { ? ! ? I I ! I I -{ • ! -`_ ? 6f-2? '. ?, f j. _i I { I I '. I' { {?{ { I I I ! I i 1 I I I ' { I I { I ?,y?' ?.f*_e4 I { 'I I' I I "I !! 1 1 1 1 1 I { I I a «o?? { i I , I i ? I I I I! l I I I 4. I { i '`i ? 1 r r' r' `.' --y?aiaeles ` C•'s l?n. i'n1 7?0 ?'i '- i 71 ' ; GL? i r , _,?t? I i ? I ? + Ilr ar V ?I I I 1 1 I I 1 I i 1 ?.I: o .. .. ?o o u<? !.? i _ ? FI I I I I ? U' I ('? , D zo F i i - . - I--- °z a s ,z ° 1 F° ?; ?a? ' r\ zo f=° -' boo= - o = a 00 m ? - YON "a O .m LL. D- V? ' ! tc of O i? . V ? k - i . '3^ o " ` I I ^ of -- -? - P3 { o Z - 0 i i. I V ? ;? . o O :I z <. z V g O 1 f I I ?J I N, o Ca o? \ o ? o?g ?? ? o Z - - i u. ' i I I D. - O ,WWI \_ I o - - I. I i ?... `O) I ? ? p, 03W t. 1 Z-? r 7 g: tl I Al d 1 J '.g I I V 6 IF o I C _ O t -'o i$ ? f ? j j cv = i:. t\ ?',5? 0 1 p aorfens '. 7 1 . I i Q z 30 :Z<O 7 IbYIM 1 6 7 I I 3 71 D 11 vnoS i ? BIZ I I I ?. I i I - ? ' 4 5 i pl i 'o Cl C ' 1 s.rvYl s . ? ._. _ V I I I ?, . + V .< p i00 b_ 33 Y'i Z y i g o ww- 19 N I8 ?? h B °,a d ?? ? W V O V I I_1-o i L? Y3]nanOK1 I ? ?' N? ? ? ? J I " ? ' Fa 1 1 ? y U C ?? ' R Q I? ? I I ? Z ? Z 11 M Y3 O Z? d 6 A V i i I l N; N l y [ f \1 'Z ? Yni ? 0 O l M1 y j R wM0 r u 'Ooim 1F \? ??. p I? b i oo y.. d \S . ,? . Mlgf3l . YllOfaa U v F 'r R P p R. O R ?, ? R 6L Hono8Hl 4 SN wnio:) giv:) ldnci 'H:>NnciAa) C N. :YOB n co a7 CO co co i o, Wank . 10 ' P I ^ . .. r ? ' f.4•,'orWSwvi`YWKq?,a?&r.rv???y.r??wis'V" 644-hvY'v?r-?CjYj?Y'f7e.-.TY'? ? ' P ??? wYVVW .f?MY9 ?Y' Y? -. t -I 13-T O - I L.. /Z. M kill" S., Ilce ICJtI hl 14- o ' , . . . 77 ' ? ? ? ? • -? ? c . ! IS p r` In Cc.?. ' 4"EI?JKlrv Deal ? e[ all WSW (? r . ' " i I -I I ?S A? , ? I L. , I ! i i I . " I . oil' lo<cc C `•a')?? ?-J _6 I 30 ' I .. 1 gin, ( ( ? .? t3 ?v? fIGQ?3 Z 1 _?_ Ill ? I < 3 5 G2 / ! - o l 1 f I I 2 r . _ 13 i I ?. Ta'lf?? D.L, = 192 ???t?.(_= 16 ?? ? i ? -1:?•' I ? a ,+ o .n j I x I Eno i r w ? f c95 K i I , ? I i w ? I?'?arrw} fL' .; -?+' {c. ? l ? 12.` ??n our . ?i , 11 S a I ( r I I z 9 ? i , ( I I ? 1 ? ? ? I I ? •? ?r l 2 ;. I ? 1 ?: L ,: .cx. r Lr I o I -_i__s u o H 2 0, re ? _ IRn, I 1 ? 1 e•?? ^ /! 17z- =? ? - yy??y I-W ( I 2 t. ra. j t ? F o i 1! I I t 1 7 -fit 9 t - - p1DL`q ?? . v ._.`51 .'.J141:•-#$F,.j? N -.: zi y?y'?h,-?.d^F?f`F+Y.rvVI? ..,°`04-r ??'?Jf.'4.'vS a??? c ? . x ? ,S L . ter'` B L c? C 1< Po I N 'T S R -I 0 C E t`Lo ;_ moo ) ! 4I .rye, ,.. .'...' AS9, ., _ '?o'?y[Z ?,•-r??0 _. ;. K r- I ? 9 I : : y 1 n I t/I .. .. CI? RI?1? !?! R ? ?c-1.4^,l0 .? ncc ?aco.? (3eac h-?o.. e'?s N 4 Rch 1? 196a ,f-4', ^ -.. .. i 1 / / / / ev Sir _'GlJcd TC¢2Fr.d .y(t. ??7r. /'errs e?o?. C?a?C4f+S cJ' 3"?;•? jC J 1 .. 1 ? •' ' Fa?c E>< o%cfi ?: / in .r su /?,raf'•r ??. Yo ?W . M w«. i i 5-3a-7 }- D¢cKr_5 3 13 L7o3. In$t ...Sh.?f CGtr Ge n.a ra?an • Zf% ?e ) 14 I a r / / - l-F 4 a > rye r. 1?'i3 4er 7.1 c.oc ^,-ooJ E.el {? 9 ?4K E . Yf1E CAPS . ,. t z. 07-/- ?S QJrtcl?c J /c1te?7 .LCr GccJ r =aL&?? a au ' ? l . ? L L? l ? tm ppp ''' I sI p,?( rryy fn , . J 1) P r ? Y ` r r " s , t ' r . } I j( I . ', ij ?7.?R 't!4-t Y 1 G QQ ? r rl t? ?t.-'rwIX F E'i ? _ I - ? , ?o-14-ZO' ?l X960. f0'. { .' ?l u l ? y N _ G S?r r [? o/c?cq S, /i/o ad ?¢a?rd ?tt crs _Fa ?e ? ??? o?2c,Fa?y G?'uCcJ ip?..r?c; e d r !? r ?: ?6 ' ,.. I I I ,? ?` da-7 Y S I D¢ct s1Y.y S?ivicaaE 4+- ! R xt y' ' - BRIDGE INSPECTION REPORT A _ r Bridge No.f 2-X12 Brid ge Type L-o6 Sr1Z C-, ti tzV-R'. Inspector VC. C, MM Name gL7aL1L-'QJ??,.iT Grossing Undo Over Date-Z3--73 1 r Yoar Built District County Photographs t'o a .T - CONDITION Field Book No. r RATING REMARKS y DECK 1. Wearing Surface '7-? r 2. Deck - Structural Condition $ 3. Curbs - 4. Median 5. Sidewalks 'A 6. Parapet 7. Railing U2.apS. "Z-4.N vT 8. Paint 9. Drains 10. Lighting Standards 11. Utilities 12. Joint Leakage 13. Expansion Joints or Devices 14. Record Elevations Gutterlino ® Brgs ® Spans Inspectors Condition EEI y - Rating ]SUPERSTRUCTURE 1.. bearing eV ces ' _ 2. Stringers 8 - 3. Girder or Beams x 4. Floor Beams $. Trusses - General T .? .... - Portals . n - Bracing ? t 6. Paint 7. Machinery (Movable @t ,r Spans) - ?{ Rivets or Bolts / y (? k 9. Welds - Cracks 10. Rust n 11. Timbor Decay 12. Concrete Cracking 13. Collision Damage 14 D fl ti d d l _ r o ec on un er oa . 15. Alignment of Members 16. Vibrations. under load k v 6 ?r h Inspectors Condition Rating i f °x " l_ rF?,y,?r, % ---•,r a ?? ?3A ? f l 1 1_- 7 N ? i "% r ht l l: u Y f ?o { t F 1 ? l ' ' . ? < r '; Sri' ti S ? . i4 1 u??? Y 1 1r k "R , . 1 ? ?.. ? ? M ,hi;*s 1. ... Il??.i';h???Ytiz ?? t_,? 'v 4? Q 4M . P ? J, JEFFERSON COUNTY COURTHOUSE NATIONAL HISTORIC SITE PORT TOWNSEND. WASHINGTON July 8, 1983 Mr. E. R. "Skip" Burch, P.E. District State Aid Engineer Office of District Administrator P. 0. Box 9327 Olympia, WA 98504 Re: FASP-Bridge Guard Rail Dear Skip: 4 ? r. ?y , eT._ ttlf4?rt'??F 3%X.4?h"TXk ? ?•?f ?+R.. ? 2 Jefferson Count Department of Public Works COURTHOUSE PORT TOWNSEND, WASHINGTON 98388 TEL.12051385.3505 x Gary A. Rowe, Acting Director : Enclosed is a Federal Aid Prospectus for FASP funds to place protec- tive guard rail at approaches to bridges at eight locations in the county. Vicinity maps are included. If you have any questions, please call. Yours truly, Gary A. Rowe Acting Director e ? " h 13 v ? I } / ? ! 1 1 ? 1 tt q ? n (1, ' p ?y r F[T ??'I'?t ] t } ?y I 1 H i? I ? fYl Office o/District Administrator e 5720 Capitol Blvd., KT- September 20, 1983 9.$399 , III a. Gary Rowe Fit[ Director of Public Works County Courthouse Part Townsend, WA 98368 ? Minimum Guardrail Heights ry` ' Dear Sir: The WSDOT Standard Plans require a guardrail height of two feet=three inches to the top of the rail. In the past, this height was required for all guardrail including new construction as well as existing guardrail on reconstruction and 3 R (overlay) projects. To be more cost effective in the treatment of guardrail to remain in place, a minimum height of two-feet zero-inches was adopted by WSDOT. This height will be permitted for guardrail that is not otherwise being upgraded (except for end treatments) and = applies to all roadway classifications. # For new and/or upgraded guardrail installations, the standard height of two feet- three inches will still be required, The height is measured as the difference in elevation between the outside edge of the proposed shoulder and the top of the guard- rail element. Even with the adoption of this minimum height, approval of a deviation from design standard is required if it is proposed not to upgrade the guardrail. In all cases 4 current design standard end treatments shall be constructed on guardrail that will remain in place. `. The Local Agency Guidelines will not be updated to reflect this change. r ? Sincerely, 5 ? z E.R. BURCH, P.E. District 3 State Aid Engineer ;s . ?. ,_ ERB/ej ti y1r' LWJ cc: Keith Eggen, KF-01 v ti •.? [ EF CRo? F_ D SEP 21 1983 JEFFERSOP, COUNTY/ ENGINEER'S OFFICE lylt•Y ??? 1' ???ajC 7e?1 ri° i ,fi 'Y° t v?'4 t 74'I_ ri ? 1 ? ;:?d.?yi? h d ? f r? a t r ,ti r l I H 1 ? L ? ' ' I' ? Y 1 S F T , ? y y y+Y' 1 . r ?d 4 i ? N4 101 IN SPELLMAN 141 iT If, Governor "''"N? '? STATE Of WASHINGTON DEPARTMENT OF TRANSPORTATION Office of District Administrator a 5720 Capitol Blvd., KT-11, Tumwater, Washington e F July 14, 1983 Mr. Gary Rowe Acting Director of Public Works County Courthouse Port Townsend, WA 98368 Dear Gary, DUANE BERENTSON Secretary u. aox rjzi, urympta, wasmngton 9856 COUNTY ENGINEER ASST CO. ENGINEER--I- CUNST. ENGINEER OFFICE FNIM.' EER We are returning for correction and additional information, 60F recently submitted Bridge Approach Guard Rail project. Please review the attached letter and supplement your submittal to include the items and information requested. Additionally, your prospectus must include Pages 2 and 3 and the necessary attachments. The original and two copies of the package should be resubL. mitted. Vicinity maps should contain sufficient information to allow easy identification of the project site(s) by those unfamiliar with the area. Please review divisions 2 & 4 of the Local Agency Guidelines. Please call me at (Scan) 234-7231 if I can assist you. Sincerely, E.R. BURCH, P.E. Dist ct/S?t)ate Aid Engineer ARRY 1 . JOHNSON County-City Liaison JDZ:ej g?, ERB:L14J 1nFCF1VEPx.e' Attachments IIl+ JUL 18.1983 JEFFERSON COUNTY EN'IP;SER'S OrFICE a. r ,mod I I ROAD SUP'T I c r' 3 f 1.?y to d x ? ? - .+.?---'i'.. 7'm .mc"?'•"F'a xs .. csea , b '4YaTm^^ea thaa,.a''M --PT.°A a? a -? r WASHI N STATE UEPAH"IMEN'f OF "rHAIJSPUHI"A'I'I FEDERAL-AID PROGRAM FORM a, 1 (PROJECT PROSPECTUS Page 1) AGENCY n JEFFERSON CO PROJECT IN A'/ s COUNTY JEFFERSON COUNTY GATE -Z f' 4d VA P CO. CITY N0. NUMBER BED. A PROJECT TITLE I _ _ _ _ _ 0 1112 14 t5 16 17 16 912L 1 221232?25 26127 26 29 3031 32 33 34 35 36 37 36 39 40 1 4 C1,6 0 0 0 0 2 Q S R I D G D G U A R D R I L 3 . . - .._ _M _1 L _J_1-1 1 1.-_1J_L- fl,U M. AREA I - PROJEC T- TERMINI PROJECT -Ir I S y? : -? c w fi LEmS AREA P. CLR. MILES FROM TO N0. 0. HOUSE 1 ,,fk''>t { 42 93 94 45 4 47 46 49 50 51 52 53 54 J5 56 S7 R 9 60 61 62 63 G4 65 66 67 fib 69 70 71 72 73 74 75 7G 77 %8 79 - TSl_I_l I I_I I I R 1:L1Z?I? _. ?? 7 3 2 2 4 1 6 N 0 2 ' FEDERAL AID PROJECT NUMBER N ANNUAL SAFETY T Ar PHN PROD PROJECT MP.O. PflOJ CODE . N0. ELEMENT ITEM PREFIX ME1 PR_N I SECTIO N LLAS _ T NUMDER NUMB_Efl (COOED OY MP.DI ?4 IS IG 1?17 2-1'.f35 G 3713613) 41 42 9314 45 A HH E 0 S - 2 0 9 MurnclmL *Exempt from A-95 review -, .?.___--__-___ - '.e AGREEMENT APPROVED REMARKS: _AMOUNT FUNDS _ 52 53 5455 5657 50 59 6061 6263 69GSG6 21 TOTAL LOCAL AGENCY -- _ FEDERAL PERCENT OBLIGATION ` FEDERAL GATE ESTIMATED COST FUNDS FUNDS _ _FUNDS Mb. YR I i - -IT-21 - 14 IS 16 17 IB 19 2 21 22 2312412512Gk11[6129 3(1131 132 3L 4j3SI36 37 3- 39140 41 4 4314,1546 I% A , G _ V 6 0 0 0 6 0 0 5 4 01 -0 910 1 8 4 1 ?__ A, D <arr-?-?- 10 -r-y-1-1-I-I- 1-? -J- I-'-I- 0 a I ,. ^'v _ ? ASE-.--'Y reruf1__181L1010L:...L_{- .LB(?I?LQ...._.I_-1.7L21.Q.1_01_0.-uLat_Q__J 8_LA_ 8_j6101.0 73.4.1.4 DESCRIPTION OF PROPOSED WORK: __RlaCe_protective.guard_rail_at_bridge_abutments_.On-B-bra.dges- ' located in We3t 7e,£,ferson_CountyF._three..on.the-quinault-.South-Shore-..Road-(FAS-RSL6o)- ' and five on the Upper 11ch- Roacl..-.WAS ..NA160) and. one. bridge- in-east-Jefferson-County--on the Center ioad (I'AS H0161),_per_WSD_QT -standards .for-guard_rai -placement the Cente 6a - -- - -- ------- ------- t?. ENVIRONMENTAL IMPACT: _This ar0]eCt is .___-___..._-_.--_-._-_..._--_-- +;, ._ca tegorica].7,y.-exempt. 4 . RIGHT OF WAY a RELOCATION ".NO_right of way is rucluir-ed for thprojoct.. L h^'.GA ? 4 l W ___ ? 1 I ff? 1 __- -____ - tlk 2 I 'y WATER AREA INVOLVEMENT NO_Water area will be invo vcd,r_ ........ y T + ? t t / ,i f 1?1{J FEDERAL PROGRAM "TITLE: OO 20 S ?y+p _ # xHMIF W -a • usD T c(t{a ,. ' r , e 4, t FEDERAL AGENCY. LO /J ! UI Construction Fn ineer ?1a" ' } 6f CAL AGENCY CONTACT PERSON:_ .. Gat:y A. ROWC fi J1 F MAILIIHG aooRESS Courthouse PHONE 305_3505-. nol r??v ?g v 1 l5 +???/.:.? Ef ;.y d? Y.d ?J?n?.r`. ' 'ry rr 1F I }+6' I 47 v I ., i t , 51i t 91 ,a r 1? ?` d ., 1°I %??5 tom` !mw f.;. WSJ :p HN1'S A t ?. i' v. V tt + T° ? ?a h??? ? H?fj { t t r (- „ tl S IS n ,??? p t? rdr t ?:t I?I 'r ? e 4 {. .? r ??? ? yb r11 ?r I i;]tij ? r l ?? 1 T _ -•r t VI• 1 as ? ? x ?? ?? Gf 11 ? 5 ) , T I1J; 1 ? ? I T `???C I . t ti f+ ?r. ?i r i' •L rv) m . a Uv? 1+ U= L p i t1 UI N 1 1 - ao i L L d i U f'• , vic ? i L !_ .a r ^_ ?LO r .-- v N do S M, T ? _ 0 - rn a. a Lv` s 1 m? 6 ? ? /:I U = Q L L O N QI N 'O d0 Q?.1 _ ? Wi \ . _NZ t R ? ? ? S ic7r+^¢ Sr?? ?? w :< ? to-?ke mm++r???wawrixw?y?e'lvmwin6vemarNn?'¢r•:nm+m*+1n }ro s?,.: ? l?.p j r 4 ty` L 1 Y _ IG .'tit}5 F? 'YY, f Pr- rein ? , Mn.-. ?? 4S? ?1'• - ----- :l.>, --I -- nI -_ l1 ?I ? iJ' ,°i)i?4yy T?( I ) I ,I f:e of I ??' -- : I y ' •I I-- - ; rI---I-=?I------- - ?-? -----I'-- ? i,`'?3lfv ? --I- _l:•^ I ?I ' fir. ?Lj I -I -- J _ _;?Ir --11N r nY„ni^?11 ... I I JA Yn:Ix..F I " 1 . i ------I- -I ?,•?xts:;,_-III I .i••... I _Il - "? I I ' ' I -I -_I ?1 - -I- - I I pe '?_ I , I -I I I'. I ?I I ?? I o•; Canyon Cr. Bridge Quinault-South Shore I i \ I 1, ` 101650 - - M. P_3. 19 1? t a t[j• r II I I I I?' ? f? ? r, a ?.. -. .- 1 ?, ??_?-•?I??xl?^ -I ',T-??? •?:l' tilt'` ^??T? a ??..! ' NY' r 41AYST• HARBOR 'C0U N T 0"W Fletcher Cr. Bridge Bunch Canyon Cr. Bridge " ys Quinault-South Shore Quinault-South Shore Y 1, „?A s 101650 M.P. 2.66 101650 M.P. 4.11 ? 1 4 r x ? i ? ? +Gu'? r 2 7 j,_ GENERAL HIGHWAY MAP J JEFFERSON COUNTY ' ( WASHINGTON ?l 1 m4nwArMgnnNlN4 avliinu r J?f Y? }. ? , Sir v 1 l l?r? /l0[IYAA IMIMhhr 01 OF InANhK[ N 1 1 't. I VS D W ADMINIWS(PATFONATIUN , ?'? iAl 11411VfAY I$ e t 4 '!ll ? ?%dj r y,!' "' ? 9 _ ww ?uu I„ao irll i r 'ti? ?' yet e +??? Y qi L ^?S. • .III ? .-_ ?._..___..... 2; f ty? h ?. q .. Y fr1 ?I x {nr Y,M >, ?? ? 1 v 1. p C ?, ? 77 . I t •1 l I _ ?? rI` t ?I - r I l Al4 t (?r ? t r 1 AN r< Y ,?' tti A :A I i.A 4;. - ENCRAL HIGHWAY MAI' JEf PERSON COUNTY WASHINGTON _ II ?n C 13 i'f0' I", lTe?' I ! .r ?•. 01SSnon u, PI. x a 1 PORT ?•? .. TOWNSEND. ? ?•? LO?ier ?? I ?? ? ? ' a. Ill '{? ?O .. Pn ? 'II - I ;. , I - uP. ?, r o ' ?5 55. '? I ? ? t111 fi`t'.. // i! .'.I! •° 0 ? :A[o rfonr ? ?.? I?V? ; e:?i y ? I ? I. ':? I°r°.II PI TDw F 0 Q x z I. T ° 'iF o a?. r f_ i ji a .',t('_"-T'..ItAa.7`Sl u? .°?•Y ;mot '' ?_ y?? _ I i ,6_ ? °I Y I 'Z j p 51 "' A[5 NO"DLMD -• L7 1' IR 0fIDA E I 9 ry M ?' Ch 9m im Cr. Brii•dge I 19 Rhody? • r. AOIOLN A 53.70 O. Pn?.°,w"I la n^.? I ,F OAK 9 OI :R'I .•. II ?i. AY I •?,? \ Y, fir ? .'.m I'I 1 l Chimaum Cr. Bridge'' w I ' f DAYI t ?) ,. __•'?? _ I_ .__ ; - Centerc Rd. } 93150 M. P. 3.44 k I •IA" ? ?`? u c.. ? r. ° ,r ._ V g 7. ( ?/•I? ??.I°rl °Ik. ?? r s f?? r T [[ A P?nr I11?; ??U31 ?o? r°i I I T+ [ ??? l U I ?tl ?g 9 ti F r?41,1 f'0. a, . z1? L? ?64}?AfIS fe+? '?` i !r. 'ti ,fir r i Q1. Pf r??,{{ ? 1C 1 1 r [ a ,1? IJ' ,I ?t4 Irllw r , F 5 [ , tl ?11 Y , AA INVOLVEMENI ra nrvr AIfiPOgT LOCATCO WITHIN 2 NIILCS OF THE PflpPO CO 1'f10JGCT7 DOT .... I.o.oo.? --- vta M p 1 R r 7 f ,'y ? 1 _.1 a 1 f U 1 T } L F ' ? ,'r4 ` rl `L b ' t( ? ? l ??? ( ( ( ''' t ?yY 1 41 S y y '?77 y' 7 1 ? I y1?, ryi a C AGtNGY PROJECT TITLE Jefferson County Bridge Guard Pail -- Center Road GEOMETRIC DESIGN DATA 7-26-83• OESCRIPTION THROUGH ROUTE CROSSROAD FEDERAL ROADWAY CLASSIFICATION FAS Q 161 TERRAIN DESIGN SPEED EXISTING ACT 1500 ESTIMATED ADT DESIGN YEAR DESIGN HOURLY VOLUME tDHVI I" ACCIDENTS - 3 YEAR EXPERIENCE F PflA YEAH DAMAGE INJURY ACCIOENT9 FATAL ACCIDENTS ACCI0ENT5 NUMpCR OF NUMOER OF NUMBER OF NUMBER OF NUMOER OF TOTAL NUMBER OF ACCIDENTS ACCIDENTS INJURIES ACCIDENTS FATALITIES ACCIDENTS 1980 0 0 0 1981 0 0 0 1932 0 0 0 TOTAL TOTAL NUMBER OF ACCIDENTS ATTRIBUTABLE TO LACK OF HAVING THE PROPOSED IMPROVEMENT Y 4f PERFORMANCE OF WORK 2. PRESENT CONDITION FAAINVOLVEMENT a IS ANY AIRPORT LOCATED WITHIN 2 MILCS OF THE PROPOSED PIIOJCCT) Tvc _ _ No-X ----?? 000 """?o•oo?A 14v1:4D ?l? 1'llpu 1 a 77 I i 4 IF ?r n -.. l' 11-4 ur CAIJI INU FAUILI I Y 1. EXISTINGDESIGN )lo guard rail existing s rrll?st y?r3 ? _ F - ••???•, • rMUJCU I I I I Lt (DATE ` j{, "• ? o , • ?. ?2 '' Jefferson County I Bridge Guard Rail - Upper Hoh Road 7-26-83 Illl r GEOMETRIC DESIGN DATA i S r? T e 3 h ' I ? ?kt l t? DESCRIPTION THROUGH ROUTE CROSSROAD FEDERAL ROADWAY CLASSIFICATION FAS A 160 TERRAIN DESIGN SPEED EXISTING ADT 400 ESTIMATED ADT DESIGN YEAR DESIGN HOURLY VOLUME (DHV( EN- -J YtAK tXrt HIENCE PROPERTY INJURY ACCIDENTS FATAL ACCIDENTS YEAR D A. A.E CCIDENTS TOTAL ACCIDENTS ACCIUERNTS NJUR ESF ACCTCENTS FATALTICS ACCIDENTS 1980 0 0 1981 1 1 1982 2 TOTAL I 3 I I I I 3 TOTAL NUMBER OF ACCIDENTS ATTRIBUTABLE TO LACK OF HAVING THE PROPOSED IMPROVEMENT 3 PERFORMANCE OF WORK CONSULTANT PRELIMINARY ENGINEERING FOR THIS PROJECT WILL BE PERFORMED BY: AGENCY t 100 ,?. CONSTRUCTION OF THIS PROJECT WILL BE PERFORMED BY: CONTRACT ? AGCN1gg60 o. DESCRIPTION OF EXISTING FACILITY 1. EXISTINGDESIGN NO guardrail existing 2. PRESENT CONDITION I-AA INVOLVEMENT IS ANY AIRPORT LOCATED WITHIN 2 MILES OF THE PROPOS L•D PROJECT) vw?n N.O- g N0. OUT 11 oooA Iuvmu vn Peuu 7 II `. 1! . I l a?Ffa . 4 w?, ti l l Y 1 1 "? N F" . n 4 ?? ? M'x .'. ti ? 1?a' ?" I •.I ?l k7 X71 tld. ? !,Y l ? i i ! .. 21 ?IMb ?,?{ 5'? ?K _ X 11 1 (? 55 1 i' k i l L t r'?. [? ! i? ? 1 i ? P s w 141 ,? i { N py,yy T +?,ti. rlt _ I I ? I X57 ?1`U ly f ?/?JI (11 1+ w r el °b'4°' xi '"?? ?'? •`I :_a_._:;'?'?' :ia . ? L m._.. r+ 'e?3,• ';eza°,' T? n ' i e ' R _ -.aW ,/r((i:rson County PROIECT'fl'flC_liridne Guardrail DATE 7-9A-RR ,sf GUARD, CORPS OF ENGINEERS INVOLVEMENT, ETC. COORDINATION. j No Coast Guard or Corps of Engineers invOlvement is necessary on th.is project, * DESCRIPTION OF UTILITY RELOCATIONS OR ADJUSTMENTS AND EXISTING MAJOR STRUCTURES INVOLVED IN THE PROJECT. S W SC ADDITIONAL SHEETS IF NECESSARY ! .a r, No utility or railroad relocations or adjustments will be required on this project. h. 41I.IIOA0 DATA . RAILIIOAD NAME CROSSING NO, _ MAINLINE: NO,TRACKS NO, TRAINS/DAY OPERATING SPEED I SPUR: NO. TRACKS NO. TRAINS/DAY OPERATING SPEED of n OAO OR STREET NAME N0, LANES POSTED SPEED y :1'I C. I I-11 ru,ui,,d plsosos for railroad nroleets. ! - XPLANATION OF TYPES AND AMOUNTS OF FUNDS OTHER THAN FA FUNDS AND MATCHING FUNDS ASSOCIATED WITH THE PROJECT: k NO runds other than Federal Aid and county matching funds are associated with this project. sa SIAlILI5PIED SOURCES OF MATCHING FUNDS ASSOCIATED WITH THE PROPOSED PROJECT, $rM Local funds will be used in this project, e k E11'fIFICATION IS HEREBY GIVEN THAT MATCHING FUNDS AND OTHER FUNDS ASSOCIATED WITH THE PROJECT AS REFLECTED ABOVE HL AVAILAULE TO COORDINATE WITH THE PROPOSED PROJECT DEVELOPMENT. - •'? I IIS I•N OJL•CT HAS 0EEN REVIEWED BY THE LEGISLATIVE DODY OF THE ADMINISTERING AGENCY OR AGENCIES, OR ITS DESIGNEE, ANO ' NO I' INCONSISTENT WITH THE AGENCY'S COMPREHENSIVE PLAN FOR COMMUNITY DEVELOPMENT. 1 / • . -.-? -0 9Ur1MITTING CITIES ANC/Orr COUNTIL9 Jefferson County g 7 PRIMARY INTEREST AGENCY: ATIt: 7-26-83 I OV• H ? - /r/Cnalrmanl 7 N/A v, JOINT AGENCY. w. N/A nnt: BY: L ?. (Mayor/Cnalrmanl k JOINT AGENCY; N/A i N/A •nrL'• __ f v ?; DV: A I 1 { A?rl 9 (Mayor/Chairman) C 1?? ItlncnMENis• ? ,?. ? ? k 1 l111+•il .,aJll ir.INl co ...mama. ll Ip -ry, • r ? ? f k ?' 1'. ,fly. ?t,, ??I t ?Y ?` '1"•.. h •' sL.,uh u! sho IYPIUI roadway archon, RAN m RIW. k X11 "i?• u y:?/ I 'I Iy1 ie.d brido, a acslon, 11 nsc-ry, , Jl r 1 4 _'_' rk, lq y ul..n a vluniry man. - i ': ?, - A-0, phomaof ni I-d croadnq, it nacuaar y. I it?'1 r -.fl>cayl>.4tkh't ?•i'.. ,?„? Flit }? iy"` ? I nano KIWI d1 cb.wlll , I ?f'° ?1', ?? , ? { ? ] f 1 f1 1V ? A y u f/ , / i ? . ? ?I dra p? ?, •S rr 1 t ? t ' e -? L ? I alp` ry ^ 'j h1I I:. 'ia f I:l - , ' , 1?? 1I Ij ?ly',14{>r;,8317 r. +F I I 1 }1+I r ax ?° n1}u 1°1' y I ri rFh},??t '?? )I? 1* ?•? z ???yh,'? n'a fUrya,??y?>tI a s?i`Y r . I n , •r .y. YC _ DESCRIPTION OF UTILITY RELOCATIONS OR ADJUSTMENTS AND EXISTING MAJOR STRUCTURES INVOLVED IN THE PROJECT. j USE ADDITIONAL SHEETS IF NECESSARY S?` , ± ? i ESTABLISHED SOURCES OF MATCHING FUNDS ASSOCIATED WITH THE PROPOSED PROJECT. CERTIFICATION IS HEREBY GIVEN THAT MATCHING FUNDS AND OTHER FUNDS ASSOCIATED WITH THE PROJECT AS REFLECTED ABOVE ARE AVAILABLE TO COORDINATE WITH THE PROPOSED PROJECT DEVELOPMENT. THIS PROJECT HAS BEEN REVIEWED BY THE LEGISLATIVE BODY OF THE ADMINISTERING AGENCY OR AGENCIES, OR ITS DESIGNEE, AND IS NOT INCONSISTENT WITH THE AGENCY'S COMPREHENSIVE PLAN FOR COMMUNITY DEVELOPMENT." SU.-ING CITIES AHD/OR COUNTIES .r n I PRIMARY INTEREST AGENCY: # y ttDATE: BV: I ,: ipy" to (Mayor/Chairman) JOINT AGENCY: 6 GATE: BV: 'bV (MnYOr/Chairman) JOINT AGENCY; DATE: BY: ,.+1 Bdayor/Ch.innan) ATTACHMENTS: A. Attach additional mrhmint., if necessary. B. Mucha skatch of the typical rodwty union. RAN to RAN. C. Atud, a typkal bridoe union, II -angry. D. Attest • skinlty map. E. Atach photos of railroad nosdng, it necessary. ?.'. l .' F. Attach the Scopsm supporting data checklist, rowM taooeo DDT wevueo a/n Page3 ... t t -. ? r 'tJ i , B r ' ?' , 111 v.',.Z df ? Vwi '?4Y 14. p ? ,yS;hh Y ff,. ..r. .S/EYYRbxTY?"' ?` ? l^J ilgi JOHN SPELLMAN ,fl,iu P Governor i§la?•r W ?' ?• DUANE BERENTSON Secretary STATE OF WASHINGTON DEPARTMENT OF TRANSPORTA TION Office of District Administrator . 5720 Capitol Blvd., KT-17, Tumwate , Washington d P.O. Box 9327, Olympia, Washington 98,504 July 14, 1983 re ?y - t i Mr. Gary Rowe Acting Director of Public Works County Courthouse Port Townsend, WA 98368 Dear Gary, We are returning for correction and additional informatio submitted Bridge Approach Guard Rail project. Please review the attached letter and supplement your submittal to include the items and information requested. Additionally, your prospectus must include Pages 2 and 3 and the necessary attachments. The original and two copies of the package should be resub- mitted. Vicinity maps should contain sufficient information to allow easy identification of the project site(s) by those unfamiliar with the area. Please review divisions 2 & 4 of the Local Agency Guidelines. Please call me at (Scan) 234-7231 if I can assist you. Sincerely, E.R. BURCH, P.E. Dist 'ct?S?t)ate Aid Engineer " ARRY k. JOHNSON County-City Liaison JDZ:ej Attach) Att RECEIVED Attachments JUL 181983 JErFF-RS ON COUNTY COUNTY ENGINEER ASST CO. EN04EER_ CONST. ENGINEER 61 f OFFICE ENGENTER C061htISSIONERS -- I SUPT :5co T-r > 6UE recently - k ,; 5 -lit ?7•-t 3 t . UUAK IIIHINI\(1N s.•.,ela.y 12RY y vPlr .error STATE OF WASIIINGrON DEPARTMENT OP TRANSPORTATION Transportation truilrling • olympia, MsIlingron 0050.1 • (106) 75.3-6005 June 15, 1983 All County Engineers . All City Engineers of Cities Within Urban Areas ? a:' Hazard Elimination.Program Our File: S-11.4 The 1982 Highway Act provided additional funds for the Safety Program involving high hazard location and roadside obstacles. The intent of this program is to eliminate or reduce hazards at specific locations on highways which have high accident experience oir high accident potentials. The major thrust of this program is the improvement.of numerous, specific accident locations rather than the improvement of long segments of roadways. The general requirements under which a proposed 'project may..qualify are: 1. An average of two accidents per year minimum for the period 1980-1982 (three year history). . 2. An average daily traffic on the main roadway in excess of , 250. rovement cost not to exceed $150,000 unless:: total im i 3 p mum 3. A max specifically approved. tt a? 4. Special consideration will be'given to projects such as guard- rail at bridge ends and protection of utility,poles 5. Project must be located on the federal aid'(FM or'FAS) system"- Project prospectuses submitted by cities.and counties"i•1i11:be combined statewide and a final priority listing •will be developed without regard to the responsible agency. The number of projects.to be selected for funding will be based on the available furls. The participation ratio ?,ya , for this program is 90N federal and 10, local funds. fr I'- c' i 7 * r• t I r ???tPl,?r'?'??e??'4yt?y???M .? 1 , `?? ?l ? ggpp t 4.w?u .,wtudn r i }_. r _ i sr rr ?? xbµ ? + ? ? u + ? + r R f ? ] t/ ?" M 4 C? 4 it ? 1 . 1+ ? ? f l? ? 1 t d ? 1 f y'?4 I ? June 15, 1963 Page Two If you wish to participate in this program, please subrrit a project prospectus along with an accident dia.ram to your District State Aid f Engineer by August 15, 1983. Instructions for completing the prospectus are in the Local Agency Guidelines. If you need help or clarifTcation in the preparation of the proposal, you should contact your District State Aid Engineer. Si nc??er??ely, KEITH EGGEH State Aid Engineer KE:cej f {,. TP/15 cc: V. W. Korf John Klasell • ",; Ron Selstead Skip Burch Dave Peach Rex Howry Ron Hart t ? t ? { ? t ? '?/ y 1 ? F { h ?tl 1 ? ? ? k • x f j """ .1 t t ? lj YYY h ? i r V WASHINGTON STATE DEPARTMENT` OF TRANSPORTAT -.y + ti '•( FEDERAL-AID PROGRAM FORM "t 6 JEFFERSON COUNTY (PROJECT PROSPECTUS Page I) AGENCY PROJECT IN JEFFERSON COUNTY DATE 7 Y% * CONT O N0. NUMBER SEO. hh,, PROJECT TITLE ?k= I 2 3 4 1 5 6 7 8? 10 16 12 13 I4 15 16 17 IB I912?0 D2 I23?2125E6127128 29 3033132 33 34 35 36'338 39 40 41 A g C 1 6 0 0 0 0 2 Py B R I D G E G U A R D R A I L , 1 ^ , _ PROJECT TERMINI Ey DISTRIC fS q/U ht. AREA PROJECT FROM MILES y 5 AREA OCLR _ TO LEG( . • q_ 1 0 UE 42 43144 45 ?97 46 ?1S112153?541551515 157( 8I59 60 61 616 3 G4 G5 66167168 69 7C 71 72 73 74 75 76 77 781 3 2 2 4 1 6 0 2 Id ry `? FEDERAL AID PROJECT NUMBER -A - -- _-- - - MP.Q PROD. 1. ___- '- NELLMIENT - SAFETY APPRN PROJ. PROJE CT N0. PREFIX ROUTE PREN SECTION CODE CLAS ITEM - 1 r n _ .. _I., NUMBER NUMBER (CODED BY MP.O) `117 _ 1415 r6 I7 IH 19 201 II22123?4I25I2G 272H12JI OIJIl_23313413h 3G 37LB1374?104I 9241-34.7 45 46 47 98 49 50 51 , L 01010 5 r - 2 0 9 ' I^ H E S _1 1 MUNICIPAL ----?-- *Exempt from A-95 review APPROVED REMARKS:--. AGREEMENT ,. -_._-_._. .?'. AMOUNT fUN05 tr 1. .- i 52 53 5455 5657 58 59 6061 ?62r3=i1G56G 67 •- ?M TOTAL LOCAL AGENCY FEDERAL PERCENT OBLIGfTION { ?. FEDERAL GATE 14 t $ ESTIMATED COST FUNDS _I FUNDS FUNDS .`15x617 1879120121 227312412512612/128129II40I31132I3 313 413 5136?373H 39(4011 4M 43444546 e I AC C ____ _6 0 0 0 6 0. O S 400 9 0 1 £3 9 _ ?t 11 ( I-I-.1__ J_I-.._J_l_L- I AL.I L0 0 ` ALE.`.___.1 1L (..J 8.L?1?10,1 ?- --1--{J_. 18{0.1410. 1_ L_.1-712).QJ_Q1_Q. J__.L9__O 8_L:1 I _ is } ,.' y?gp:? 1-1-L8-161010 .L._.(.J7J_7.).n LOLO 9 E KiSPI^ if DESCRIPTION OF PROPOSED WORK: _.P.lace_Pratective..guard rail-.at_.bridge-abutments. on--?.bridgos- -'•I 1 ,; located ion the Upp r, -COuntyp...three-on the... Quinault_South-shore.-Ro ad-(FAS-#J-160)-- , ef _..(FAS 8A160) and five on the_Upp,Hoh Road and. one bridge-in .east._JefPerson County 4 on the-Center, Road (FAS-kQ161),_per WSDOT. standards forguard rail_placement.-_ ?gyc A r. • l r, i/ .r '- ENVIRONMENTAL IMPACr:_..Thie_project is categorica.l,ly_exemPt. F G C - - 1: r 1 ti r o .?-. :fit 7 lr ? '1. _.. ._. ...._ .. .. .... T,,., i. FIGHT OF WAY B RELOCATION NO right of way is required for the project. f R rJ t 1 Y 7 '• yy l ll4 Il X 11 1 / 1 WATER, AREA INVOLVEMENT NO Water Irea Will bo ].nvolvecl. l '? 1 Y FEDERAL PROGRAM TITLE: 20 205 ?t? r r? - - -- F[cERAL AGENCY, ..USD T FIRJA ,65 ,?, ) S jAr f LOCAL AGENCY CONTACT PERSON: Gary,A. Rowe TITLE Coils true tion Engine( NAILING anDRESS Couxthoune i SK 4 a b) ?,(dc _ PHONE X65 .3505 _- _ 1 k 4t k I, I , W" n a 1 ? ?.&t, ru,xd k g,?la?. .r a? Y 's f ?I s - 1t6 ?' 19--"? y I' h B MINI) r ??"F?? E I + I'? ?, ?'y'1. .4,E ? •.? , ?' ' u? •wtk•. 7 Ay.? J ? 1 hA ?? P k 1 3 ,-l r I r J ?? th ?Y ?11 '?l f s l I I)ti 1Q4?? IFC•]PP, ,.j 1? %? N h? ?: i f 5.75 Y`? .?{i 11 , ? ? fit+vl .I + ? r , f ){ _} fl ??. ,t? II rol ? ?'? .(m I?+ q6W Diu ?• ? 7 A l ?] r 1 t l `. vt ? 1?? N N % ?_ n o f i ?O O Lo J == hr I ?, . f, co ? b n? - .1N 77 ti ? s M - s M. -• ra?rx - ?... ,? , 7>1 I - • ?i I \ YYI t{ CCCCO r ? S k"U' p ?y ? J 1 I ' AVE. - r? i ' p I I ? I ? N ?_If I I I : ' ? I I I l? I / I r•, Canyon Cr. Bridge Quinault-South Shore 101650 M.P. 3.19 I I I I I .er.. II i• I _ I I}? _l I I IJ I Fletcher Cr. Bridge Quinault-South Shore 101650 M.P. 2.68 -I-- I-S I I' I• 4 qY5 NAgBOq C 0 U N TYti' Bunch Canyon Cr. Bridge Quinault-South Shore 101650 M.P. 4.11 GENERAL HIGHWAY MAP JEFFERSON COUNTY WASHINGTON DCPAN NIENI Of HIGHWAYS NIGNWAY PLANNING DIYISIC01 IN CUGNIIIANUIr wlNl INC V.S 0l PAIL IIAI.NI 01 INANSI'DNIAYION 1000IIAL INGIrWAY AWINISWTION i ? r ky b? ; GENCRAL HIGHWAY MAP f • - JEFFERSON COUNTY WASHINGTON r [r y ' PORT TOWNSEND I ?y?11 (\v?? I 9 .. I_ [F7 a s % I } ?? i? - . 1 (1 ~ I >o I _ _ IIL L Q n t I 4 +;? k ?• e•?Fp Tli • ? ? Sf NO Q - _? x _ "( i. ?,{: b? Z' 4 NORMAND 5r. i. J I 101 ?? xr ? II'r?'.}f F ? _ G C y r. y Ch Im a-cum Cr. am-dge I 13 I a rH. Rhody ?noEOCN ` a "bl•. I -1-70 5 II ?? MP t I I/ ( 1? ? `? f' ?' I ED rv ear x• r? _I Il dy ?? I_?. ... ?y? ?? I ' - ''?'T -?- to s ? r ?`? ? n Chimacum Cr. Bridge ?• I ?TS? t 'I. I° covfxr yE?t\ °'? i f,? ?1 p\} r I I ? ? oer •,? ?? n:.??_ . + _ Center Rd. ' LI ??? `?-''.1? '???•,• ???? d?,l. 93150 M.P. 3.44 • V ` r \ i I ;G ?1 i? I rs wn e.r xc dl i .a ? r r. I ?. 11 ;'? ..xt ? ???•. ? j+ t:/?.??? ..E (.-` 1..?•? ?r?.?`x? .rr ?.????' ,` i '??d r. r? I f I 1r5} d E I pp rl ??..,? I 1 I tt ;? .r. I Ir )lldl a I• i ., I. I JI A i oxLr LUDLOW, ((??l(1 I o° _ rx ?\ ( } 1 1 ? 1 ? ` ?'. '/??r?: • ?! I ' r I `fin ? '?• ?? 1._ ? I W'+:y,MC+ ; 1 f ^4Fa ?\E ? I II ?, '4 ry? .I??? , I r r? 1 L .r \ ' / J r ?. \ ???.. _I Iix ?3, nr.? 1. y7 /? may' . ?_.I ?I / r. 923M -nmx= c ,? •r #Mf J?i ?°R 1^u ?d x xel t Y : it n" rlr rs ": v ?y.dl t` I A b'? r _ ' 1 Y r r ?l ° '{is; + I ?l t to r i r r h? +,•ikar° t ? t'd r ? ?k,? I r r f4 ; , F ' d aw 3f R I v t jl I L yr;r 1 .?? ? d k r ? I h 1 ?? n. r ?. -. S¢ h I ap I n. 1 r ? I r f , r ! yff7? I! k??"" ((Y,d+k-1 nl - Y 1`r5?,a .p ?tip? ZY y A xl oval 4 s Q ens Jefferson County Sridge Cuard Rail --Quinault-South Shore Rd, ;DATE 7-26-83 GEOMETRIC DESIGN DATA DESCRIPTION DESIGN SPEED EXISTING ADT 153 ESTIMATED ADT DESIGN YEAR DESIGN HOURLY VOLUME (DHV) ACCIDENTS -3 YEAR EXPERIENCE PROPERTY V EAR -^n1MAGE- TOTAL 1 2 OF THROUGH ROUTE I CROSSROAD FATAL ACCIDENTS TOTAL F ACC. DENTOS FATAL TIES NUMBER TS ACCIOCNS 2 ACK OF HAVING THE PROPOGEn PERFORMANCE OF WORK PRELIMINARY ENGINEERING FOR THIS PROJECT WILL BE PERFORMED BY; cDNSULTANT AGENCY 100 ., CONSTRUCTION OF THIS PROJECT WILL BE PERFORMED BY; DESCRIPTION DF EXISTING FACILITY 1. EXISTINGDESIGN NO guardrail existing 2. PRESENT CONDITION FAA INVOLVEMENT I r' IS ANY AIRPORT LOCATED WITHIN 2 MILES OF THE PROPOSED PROJECT? vn ' DOT FoRr.I uwoo?A ` R E V re ro o; n P•pe 2 ]. { AGENCY PROJECT TITLE (DATE Jefferson County Bridee Guard Rail -- Center Road 17-26-83 4 - GEOMETRIC DESIGN DATA f = F - AAPIPf ,ryry DESCRIPTION THROUGH ROUTE CROSSROAD FEDERAL ROADWAY CLASSIFICATION FAS Q 161 TERRAIN DESIGN SPEED EXISTING ADT 1500 ESTIMATED ADT DESIGN YEAR DESIGN HOURLY VOLUME (DHV) ACCIDENTS -3 YEAR EXPERIENCE 3 a:. e YEAR FROP[gTY DAMAGE INJURY ACCIDENTS FATAL ACCI DENTS AccIDENTS NUMpCR OF ACCIDENTS NUMBER OF ACCIDENTS NUMBER OF INJURIES UMOEgIOF TS NUMBER OR FATALITIES TOTAL NUMBER OF ACCIDENTS 1980 0 0 0 1981 0 0 0 1982 0 0 0 TOTAL 0 h J v IIme 1 .j TOTAL NUMBER OF ACCIDENTS ATTRIBUTABLE TO LACK OF HAVING THE PROPOSED IMPROVEMENT - PERFORMANCE OF WORK T"I y (CONSULTANT AGENCY PRELIMINARY ENGINEERING FOR THIS PROJECT WILL BE PERFORMED BY: I 100 v_ (CON n( AG E(rJ?l( CONSTRUCTION OF THIS PROJECT WILL BE PERFORMED BY: TRACT 11 IUJ DESCRIPTION OF EXISTING FACILITY l .??O'"I 1. EXISTINGDESIGN h(0 guard rail existing 2. PRESENT CONDITION FAAINVOLVEMENT IS ANY AIRPORT LOCATED WITHIN 2 MILES OF THE PROPOSED Pf10JCCT? vEB No DDT ronM uo•oou ncvrcco >Inr Papa Z AGENCY PROJECT TITLE (DATE Jefferson County Bridge Guard Rail - Upper Hoh Road 7-26-83 DESCRIPTION THROUGH ROUTE CROSSROAD FEDERAL ROADWAY CLASSIFICATION FAS A 160 TERRAIN DESIGN SPEED EXISTING ADT 400 ESTIMATED ADT ` DESIGN YEAR DESIGN HOURLY VOLUME (DHV) Af`PIt1FA1- -I VFAR FYPFR1r Wr.r FOAMAOE INJURY ACCIDENTS FATAL ACCIDENTS TOTAL Y.A. ACCIDENTS NUMtlER OF ACCIO E NTS NUMtlER OF ACCIDENTS NUMtlER OF INJURIES UM.EN OF ACCIDCNTS NUMPER OF FATALITIES NUMPER OF ACCIDENTS 1980 0 0 1981 1 1 1982 2 2 TOTAL 1-1 NUMRER OF ACCIDENTS ATTRI-TA.- I U UAUn ?? n..v ??... . ??... ,.... ...._- ......,_. _... _... OF WORK PRELIMINARY ENGINEERING FOR THIS PROJECT WILL BE PERFORMED BY: % 100 % CONSTRUCTION OF THIS PROJECT WILL BE PERFORMED BY: . ...... . % _ og DESCRIPTION OF EXISTING FACILITY 1. EXISTING DESIGN NO guardrail existing 2. PRESENT CONDITION FAA UNVOLNEMENT 1_ IS ANY AIRPORT LOCATED WITHIN 2 MILES OF THE PROPOSED PROJECT? NO X w t. I uoeo?A i, (107 ilwmEO DJ?I Pe9o a ?11 4i ? Y. .+Yp}TNVMWV•}4A5 pYryy>Nh r.?n?e??.Y?JMw'1,ykSl71Y.?'CRt<;i e'VY(F1,mamm Tnsm. ___ . n {^e -IA h r?J 1 -0 1 ?l I i? Y I 1?' F r .t ( ;' I?'t I I r I J ?'L ?, r r 4 - --- -- - - -• • ???., .., ncn Innrv 11, FUNDS AND MATCHING FUNDS ASSOCIATED WITH THE PROJECT: No runds other than Federal Aid and county matching funds are associated with this project. ISHED SOURCES OF MATCHING FUNDS ASSOCIATED WITH THE PROPOSED PROJECT. Local funds will be used in this project, IITIFICATION IS HEREBY GIVEN THAT MATCHING FUNDS AND OTHER FUNDS ASSOCIATED WITH THE PROJECT AS REFLECTED ABOVE IE AVAILABLE TO COORDINATE WITH THE PROPOSED PROJECT DEVELOPMENT. IIS PROJECT HAS BEEN REVIEWED BY THE LEGISLATIVE BODY OF THE ADMINISTERING AGENCY OR AGENCIES, OR ITS DESIGNEE, AND NOT INCONSISTENT WITH THE AGENCY'S COMPREHENSIVE PLAN FOR COMMUNITY DEVELOPMENT, SUnMITTING CITICS AND/OR -.-- PRIMARY INTEREST AGENCY: Jefferson County T11; 7-26-83 N/A TL: N/A TL; AIINJI additinrNl cammanla, If Incasaary, AN.ch a ak alch of thr IVPical roadway wetian, RAN to n/w, AH,ICh a tv Pieal hridpo saClion, 11 naeeau ry. Amd. a ricinilV maP. All.ch Phnloa of railroad cratunU. If nacaaury, All.ch th. Prnpram Vuplnllinq data ch.1kii.l. BY: (Mayor/Chairman) JOINT AGENCY: N/A _ BY: (Mayor/Chairman) JOINT AGENCY: N/A BY: (Mayor/Chairman) 1 19 L' ; rr ( 1 11 r 1 Dora Fm103 •P:r • n rcff d ti o- r;7rr s-vr id w rt t i y?? ,d y e d 1J?? hP'? fddA ( 17? ;i 1•lf ?l+' I ?11 1 - I 1 },lt l +II .?9^I?I 1 y 1y y LI ? i F I f 1 I I1k .. r t 1 i4F - ' •''SLf"'uva',.s3.?'?_? ._... i?L.. ??ARr.o•Uri?r.Fi r...y? y 5y71"n"ra?`. C?_ - _ s. kCt _ `"_.• L'--?'1. J' nHaoUJILR ? .. I"" - ..It F ro t j fI II`rd p T? VANCOUVER 1 ?TIr Yr (` eIMO 1C?(''?w C,YTM ST. ',° a "?uu?r eI,:T Y h 't ' -l\U V ', At.?Ylo Ir R r !":1L'• a IaAY,mlll ?? . __ ' t^ 1 AbC Y .) 44 a 0 ? \? ? U? r °xr `-' r I \ '\ y..'.?: ??, IIIU t Lw1.' 1 ?E V'?'` ? v. I?c.o ? ? ?}, 1. M..9 R I`b t / pun ° cAlceof .•,r y I? .,1W,! nl £??A9aoH: "?,.'"°"?'EI °`5?w4{S?uHA ? j er ti r v' ' ! RAN ER.? ? ?. DU.f.m+?°3'ndS.f 55'' 7 ro..ly\q?o Y"vll? ? p? Ir ,• ` r ? ry, ? ? ' s'S NAT I,PARI(• pt? A.o Jim J ?t`?? ?a •'PQ.'lY. ," no a /, s t a F?Atii ;; _ PIT, ` Eso ,4{ .fli ?D,'. ? a 1 ?,,.; 16 't j s a vrrou y I ? ? ., •?•• ORIA a t i •a~w1 1j ??E, j Ytf f w wy r r k e? - f O All HARDORif•, °`?"' NN?t arr /a Slppa, AE5 t.?.? ,? naye?? `•r Y•41 rf/'.f.:o.,l, s '?/1L?°• Inul' •nl u"i?°f qr4 t to I ( ay? n..y.? ,t 4 ,yge AiTrOP. •1q N0 T n a e ?` , 1°OM M.P 1 ?," f f rr, _? .! A,In lei f f 7 r•s... ??L?s , `n'°r Pd` Y.,y 'e .?:csv b`l?? t, rr t rh '. 1' ? val rS+iy 3' nua.q?x ?Ir f P ice' ?? ?? \1? e4?r r trG,l Mt It rP't)fl Ix?lr ? e' ? '? r •v. _._„n?.?'`V( ? IS Jr I "'T? ° ,0' .{„v yl nv ?r ?K I ? ?? '?;; ?) ?1 1 ?_ a ' `Cv ° r ? (?U rl 3 ?"p ??y?? s L N sl p.".? k° A ra?. 'til ? f 1; *1e ^. „k ER ETTJ . y f t t - .? .??, _ :J ? c I ?, ?"? ? ran tr ? LT°. rnp! .f•x" ^ d+w d;1 PirP ti:,? f //,("J/? EI(Mp OUNTL E. TERRACE t°IIr 4 ? 1 ?? Prd 7. J ? t??,5? '{ ? I 1J ??S '1A' II u.,, r w,rr r j '? - 4^ I ;1 ?? s.r., I.t.yH.e,??v )[? 3cl q.?? ?-(- RKL ??t 5r £ ILI .- pi? SE T rP?r? ?EL° ,oVUE ray ?'?' r ' '? aww ,? /.' UREM ERTC)TOr T ,? r LP a ! t1 r li'?? r' t tf Ii = n + l?,v .? _I ?.. rih{,? MaY Y t.. I, ? , f70 Ia?;J 'r tr?y?, f It `' .eot rort ?" f Arr ? ry f i ? ,+' 1 1 f r 'lft < YfYC? ? ' - •ve.?? S• • t O?rlJ. 7, t brvn°y" YY/ rl,? 11 Ii ,l? 11,rJl?t nf`M ?., ?14 ?'G> v _rf w+?4 y?i f rJ .M r ' 1 }' 1, f CI ?? 7' I E 1 1 ?1 K E } r /'?•-/r? i 11'u T '^).? ? Ma '' ?? r",Ml.,??al? Y.,f ,, r e ^ ?yrr? r l/ I.r f! w? `S?' r °un ?I tr r ,r4\ f ?lb\ x 1 ?- ?'+1; h; O '4.5&.J'VM T- I r f?, r?.;,°L"e.' r ? tit?i.°: •??-.. •. - .!3Yi(1? , ie ?.. { :! ... C+t,l?? l`ADERD ? 1 t ... /IOOUTA?Gt r , ? I?a-? ' IC) I 3 1 Clnnl Jj?r r? ?+ n ^ i II rx t4 ,.t1J J r f , 5 :? '? f J ?aMi a !fin*x , l? ?'?? ?14r fey { tl c xa'? ` ,: 'go Y ty ??1 ?/ i;? ?ilN ri• I i f F l t ?? f.l 4 l F i r i ? ? NY h f I rig`. ? yJ?,k{ ????Ip fJ n VGt /O1"YO 115"%515 Ccrch c.rnel^ P -'- fV/?ejr,.?acllvv 2JE-yu'r 16X0°1gush /&70 Jefferson County Department of Public Works Courthouse PORT TOWNSEND, WA. 98368 206-385-3505 - JOHN SPELLMAN ? E BERENTSON Rr" ?.K Governor -D EtlGli!@E17etary' 9 ST co ,. STATE OF WASHINGTON ?? NGINEER }? •':5Y ' DEPARTMENT OF TRANSPORTATION GoNSr. E'NG?riFER Transportation Building . Olympia, Washington 98504 . (2c6) 753-6 W OFFICE ENGINEER - C0M11MI8S16ERS - ROAD June 15, 1983 _ sDp'T ; All County Engineers :£ All City Engineers of [ FILE Cities Within Urban Areas Hazard Elimination Program Our File: 5-11.4 7 The 1982 Highway Act provided additional funds for the Safety Program involving high hazard location and roadside obstacles. The intent of this program is to eliminate or reduce hazards at specific locations on highways which have high accident experience or high ' accident potentials. The major thrust of this program is the improvement of numerous, specific accident locations rather than the improvement of long segments of ' roadways. The general requirements under which a proposed project may qualify are: y .. 1. An average of two accidents per year minimum for the period 1980-1982 (three year history). ct 2. An average daily traffic on the main roadway in excess of a 250. a 3. A maximum total improvement cost not to exceed $150,000 unless specifically approved. 4. Special consideration will be given to projects such as guard- rail at bridge ends and protection of utility poles. 5. Project must be located on the federal aid (FAM or FAS) system. Project prospectuses submitted by cities and counties will be combined statewide and a final priority listing will be developed without regard to the responsible agency. The number of projects to be selected for funding will be based on the available funds. The participation ratio for this program is 90% federal and 10% local funds. sg,. , v ? 1 a s ?yi 1 I a 4 ?j ?' T.) ? n. r ?r ? + Y { 1 f L. y ll a { j 11 lA ?? µ y 1 ?. _ 1 t ?I f S{ y L k r '+ 1 .yl 1??19, ,T : 1 1? Ir^ j - } 5 r..LV iii j. a 1 4 w? June 15, 1983 v. Page Two a If you wish to participate in this program, please submit a project F? prospectus along with an accident diagram to your District State Aid Engineer by August 15 1983 I ; e nstructions for completing the prospectus are in the Local Agency Guidelines. If you need help or clarification in the preparation of the proposal, you should contact your District State Aid Engineer. p Sincerely,( KEITH EGGEN State Aid Engineer KE:cej TP/15 cc: V. W. Korf John Klasell ¢ Ron Seistead Skip Burch Dave Peach t ?h J Rex Howry Ron Hart RECEIVED JUN 171983 JEFFERSON COUNTY ENGINEERS OFFICE v ?? 0 1 }i 5: 3 k" ° ?k s t T !? g ? W 1 Y r ? Y: Aati' 4 ""A ! 1 l{ ? ? rp p I ? ? y - ?i II1 } i B?jDFjE E/f L1.eD {?A/c J6cY i ?. ?. ? 4 aF Y4?OS{L$ - 9 ? /?2EG/r77 /.r H.e / E.?6 /MEE2i.V(r /,v/Y/Nc REviEa,/ - ?(j yL1.4.J //OSNLS e /5 = ?ZGO ? , -? 6/EGD 71/B.vSu/L.?M?•UTS -. 40 cGe..? Heu rt @ SO =oa0 - P/f7 ?S SSE ciF.c aTio ?S - /Zd wv.? Howw-s /?"- Sow /, ? ?ic'W EST/fi9Td ZO 1J19? /io?tS ? ZO = S?O? i / /Ocla ?6urit/( ??r = X6000 - COA/Srn/L liTiO.? Cows _. 6i Baivb6S - 9 ,960 -6'f162 2706 G•F. ; OF 6+CN/? Rgia ? 20/GL , _ ?Q660 ;,1?? c \ '? 7 ? vweeno?J /aacgn.es - 36 Cam' Sao/a?+c%? _ .3tab _ ?"oYAL - skioo? Jefferson County Department of Public Works Courthouse PORT TOWNSEND, WA. 98368 206-385-3505 a., ?`'c ?tu??vo„ a,,.<<.,, .,i ,.?. ,?bb?4Y?r.,.?i?tG1J..,..??.s ...i??u I J ra n C w 1?r ?? twr ,??` I)A1V6C? ?y[{Hr2.D ?-Hr"-- ?V{'i:,-IJ H rte') COU177'11DU SE'• 1'@.'IUWIV'::LIV V, WA:+I IINLiIUN `J L]3LI IJ IONt :ILI?-:1?U;a x - IIIOJF CT PAGE_ DATE `'• rF --• IIII I'ZI" --? iI -- 'i-?I?. IC/?PsrTOn?'._I: I?,DJ' ?I_I..I ?Ii.?., r L '.?'' :. .-,11 I IT i I;.iI ? l I ''! If I .II-' ?:, •. x'11,1 I.I , II !j ,! I fI I .IIt {I „? ,, F _ FIeTcIeRI?R? III I. II?hIi- 'Z} 8•{? -I rI f ?I± f ?:,, i i II `I CAIV o c m Pl ! 3/ 9. I I! - ? i ' ? i.• I I I i .. ', ? I T , ! If. I ?I I. ::, I... eye ? I I S ? ?{?y t1 NN4Ff G 1,- I I , S I ? I I 11.1 II , 'I I,. ,III IuPh?eR //Oh! i! D, I /ISID? Ur I,, eG R4 Z161II''' T ? 1 ? L:I ?t•? ?{ I ? ? I i ??':'„?, i I i?1?De CR; m P' I z o$t j 1 1 1 1 1 ;' I ?.. ,? , I I I I I' I ? I I,f I I I ( i i{,, I rare w " ,w IIo?9N8y!, ; ?', A'? 135gi.-IIi .1jiIjlil. I1!??II: ??; ? • I RocK. I IcR I I ,,,,a ? 6,N9?,.:i I I? I ' - ? { !.i_I _ , r I -f I I , i 7-awe e? cR i.n? sa-j?!!1 ?Ii.l' I IIII ..??II !..: Any ?I i i o t?D ? -refit I, I 9 I, 1 - -- 'cN{m ?L?in TCR ? , Lrtf/e' Qinl? I I RiJgfZ ?, M ?.. IlS/ 62i ? ? t I I,.i I r i i ? I{ I,' ? s? ); ?!I I I, I III L.11 I.i i ?rI r II I II I ,w, ?'? , ,. Ittlff' 1111 I I! , .. ! _ .R I I ?? _18 ? I ?'cN?Mnc IYIi. CR.;cMltleRT I' MrP:. ; f !''I I? 1 I ?' I I I I I.I I 1 '? ;.I ?I I. ,I? I!I I I II I!I,? ,I a..,, ?, III o' 1'R? 1$I IRon,b.19/e IZD 93354 ?. 'G - IC Nr MR?tnM CR• Hw@f?T 1+) P. U` l AI- Po AT t l.y?O l,OW'CRS C?IJCRT S_, ? !.!, ! ' ` I ? ' ! ? i , 1 /r •?' `? /? T 9 I CoLRD 1.2_ _.. I ce+f m?cHM : caeeK min ,/ &/ , , I y n?S 7 >r t N t M , )r r 1? rr .r „e rG Nlt i ?[[++? S 1 1A6 N r I r Iii I? .(III I j 4 j i I I LI I i -I I I I r_ _I i l j i j .-t. d ! IBem t 77 R A ?'ANcr?oIZ Type; lI I:O (? o R ? .. I I ?' II I Ial E+ f I ::_ I I f : I[A .. I i vi II j!? oIj E: Des 9n1 I ?n G I .eRrr? , /-j L I ( V I I I. I r-I I i y0 EA, :: i DflSi nJ I L' _ { 9 -r 'L re P, NR? ! !- {rillflit ItI-{III i. 1'I ?oI j I l - I _I '? ` - 1 I r1-? i --- I° {;. I : See C}? 6A i ? I t I o.: ?Cl (S. T/9_n( ?Df}R- 7 1 /??RI NS I I .I I R I ( I r ? I 1 1 ( ...I ? 1 1 { 4 I ?? ?, I t I ' ErNAR I _ - P/FJCevnewT Ze5?9N1 ( . ? . I I.I. I ? 1 1 I ? I: 11111 ? ? III I I II! .I j ?; I I i{iII ? IIII I'_ y., -- ? ul ? - 1 1 I _ ? I I ! I ? 11 II I f I I i_ (' { _( 11 1 I ( fI I r I I..j f L .. I I I I 1 I I { I I 1 1I. ,.. . _._.._._ I I --i-)-T717 i I i ,11 -;Ij1 I r l I I , = .III I IIII'r ? t Illillil ;•,?, , { I ? ?- I I I ? I! ;' I i I'? II i I ? I.il1'1? I .I IIII' I i I, I J? I t s I l t I I I I I' - r 1 rr,: rna ? I T? ?? f I I ? 1 r I I i i? I? I VIII I i l I I ?I 1 i I 1 I 14j1?. 7-7 r 04. fat 7T7 nrs n?pyR.. 3 .,n p T 1 H?? i"%Lf r vp- 4 N Ste' ?i?+ Al :i d AGENCY I PROJECT TITLE DATE _ x GEOMETRIC DESIGN DATA DESCRIPTION THROUGH ROUTE CROSSROAD - y FEDERAL ROADWAY CLASSIFICATION TERRAIN -`? DESIGN SPEED - EXISTING ADT _ I _ ESTIMATED ADT ' ppyggg?? t -DESIGN YEAR DESIGN HOURLY VOLUME (DHV) ' ..."` ' ACCIDENTS- 3 YEAR EXPERIENCE I ; YEAR C.-T. INJURY ACCIDENTS FATAL ACCIDENTS TOTAL { TTT NUMBER OF ACCIDENTS MUER OF AC<IDENTS NUMS El OF NJU S MBLR OF gC CIDCNTS UM DER F FATALITIES UMBER OF ACCIDENTS TOTA L N TOTAL NUMBER OF ACCIDENTS ATTRIBUTABLE TO LACK OF HAVING THE PROPOSED IMPROVEMENT - - PERFORMANCE OF WORK c r s PRELIMINARY ENGINEERING FOR THIS PROJECT WILL BE PERFORMED BY: o nsu LTANT _ GENCV I 'e J % onrR ACT C % ccncv A I CONSTRUCTION OF THIS PROJECT WILL BE PERFORMED BY: DESCRIPTION OF EXISTING FACILITY k - ? erv 1. EXISTING DESIGN v '" ? 2. PRESENT CONDITION z. . 7J . ,.. ., , FAA INVOLVEMENT IS ANY AIRPORT LOCATED WITHIN 2 MILES OF THE PROPOSED PROJECT; No nor P.,e 2 ,,, J a .k- a APPENDIX 1 TO DIVISION 2 "P•y? WASHINGTON STATE DEPARTMENT OF TRANSPORTATION -L _ FEDERAL-AID PROGRAM FORM 73(: AGENCY ATRFFERSa ?tJ ?a(A/ (PROJECT PROSPECTUS .g, II J PROJECT IN I CAc . COUNTY DATE qL ,,'rt_ N0. NuMeER SEO.. + ,qr. a _ - PROJECT TITLE-- --__- S s 11 7 1 2 3 4 5 6C I815 10 11 12 13 1 L4151617?IbJ19l2Co1t72r31124?25126127Tb 2930131j32I37r343S 363738394 41 T .1 ?+ fir" A A IJ.? Vu b u __J_J__. Z S QRII-ID 6yE 1--J6 It the- Z) - _F PROJECT TERMINI PROJECT, -YaIRCr! fl/U M AREA D AREA P. . _ ROM TO LILES? C 73747N7 778 SE 42 43 44 4896I4 714 614 85C1511S213J 5415515616715859160E 1162163 6 65 66 67 6b 69 7 71 ) 73 74 )5 76 77 78 CLR7 - - - ?J _.1-1. I I 1... I.._ 1... I .1...1...1 UNIURIL A N ppg0/ED J pER T FUNDS 52 33 54 55 5 57 58 59 60 fi 1162163 64165 66167 I t -L_+•yl l -L__l SAFETY T APPRN. PRO(. ??CT MRO PROD. N0. .ECTION CODE CLA$ NUMBER (CORED BY MP.0) 132 33 34x35 3 37138 39 4 41 42 43 4 43 96 4) 46 49 50 51 R ?J S r .1L. C REMARNS: ?CXBalPr' F,Q?riI R • 9T _Y/6 /J TOTAL LOCAL AGENCY FEDERAI ESTIMATED COST FUNDS FUNDS 141 S 16 17116 19 2 21 22 2} 24 28P61 2 712 812 9 so 3113 213 313 9E r `G y.L-L1?16 t0J01?. ._L _I-I_1_.{6J?.IG .1_.1 _L?IC+Z (--1`7yLg?+-?- --... 4-gCt06 U t--I ?6 i?.161U 1+-.IL?j4• OF PRO USED wpRRa: 77P 4& C? /_>o7?"4G'/.?r_.__9R Iuiu.?,14_4'of k.,Sdtor?_Raa.C--LENS-??/ ENVIRONMENTAL IMPACT:-. FEDERAL AOCNCY' ?/? ,PCT LOCAL AGENCY CONT?fA?C,IPCRSON:- ? N MAILINO{yAppRCl CITY: •vy'Ty-/___,,.? I w/sNIn4i0N oor :T:;.::FJ 67G?ot4 ) RIGHT Of WAY A, 211A WATER AREA INVOLVEMENT•_.,.,.LVr- W,4_J RY.L,1_G?% 'WASHINGTON STATE r? • HIGHWAY COMMISSION DEPARTMENT OF HIGHWAYS % t`1111 _ of 1 Daniel 1. Evans -Governor Ii- G. H.Mdrews-Director ; Offlce of District Engineer 5720 Capitol Blvd. ?f l fC 1-ter, Wa. a P . mailino addresa- P.O. Box 327 Olympia, Washington SB504 A t 16 1976 ugus , Edwin Becker ' Director of Public Works County Courthouse Port Townsend, WA 9836$ FHWA Policy Bridge Rail for Low-Volume Roads Dear Mr. Becker: . " Here is a recent letter from the FHWA District Engineer setting f h li f - ort a po cy or use of standard beam guard rail elements as a [ bridge railing on bridges on low-volume roads. t Note that post block-outs and approach guard rail are required ?@•,' in all cases. Very truly yours, y I J. D. ZIRKLE l District Engineer B By: •IIAMES S: AKER District State Aid Engineer JDZ/as JSB/AM Attach. ? rf x Q L y? t; 1 t .dL _ NoArr F ryn ron, Chwrncn 1 // .... rr //ulanrJ Snn ntrn 1'frglniu K. by JuIW Ihdfer Ilarnrn Ilrrmrrtn. Hllnnrbunt tirntllr Cathlamrl /lurnGl L. Ilrndnc SrrrntxrY .J? • l . f sir. 11. A. Bulley Director of Ilil:irdays Olympia, 11ashington May 25, 1976 1053DR Re: Brid^a Railing for Low Volume Roads Dear Air. Rullay: - There have been many discussions and objections from the local agencies as to the need for applying the same bridge rail design standards to law volume roads as are applied to the interstate System. I havo given this considerable study and would like to offer the following criteria for low volume 'roads, either on or off the federal-aid System. The criteria is based upon the philosophy that low speed traffic will have a lower energy impact upon the railing, and lo:+ traffic volumes, will dramatically reduce the chances of a vehicle striking the brill,e railing at its weakest point. This criteria calls for all bridge rail pasts to be blocked out and to be designed to withstand the loads specified in the current AASUTO Standard Specifications for 11i;hway Bridges. The beam rail referred to in the following table is the standard 12-gage steel Wdljcam rail. The double beam rail referred to in the table in one 11 section placed upon another, or n single 11 section backed up with a steel channel of sufficient size to dovelop the equivalant strength of a double-beam rail. Tine maximua, opaci.ng of rail postn on any bridge will be 6' 3" except a greater port: npacing will be approved providing entire rail system Is designed in accordance with the AAS11TO Standard Specifications for lligh?.+ay Bridges. IBtenever the bvldi•e length is less than 50' the bridge railing will be the same as Lila roadway railing subject to the maximum allowed post spnctni;, When Che bridge lmri,;Lh is leas than 100', Lila designer cony use the next lower cntegory from the following table. (more) 1. 0 dl!% lC; J9, ,? t R I '; prp ? ? uh-'C'?F1 g ? ??."'? `•.,. 'SY?S$ ?.? 5 '?i, f r'.'2 ? ...pL?.{ ? ? I?` 1^•N JI i4 .r ?1i`?'..: fF... 1°'•• ?? AOT Srecd Design Type . 1. 400 50 PIPIT AA51ITO Design Criteria (PU Barrier preferred) $• r ti a i 2. \400j 250 50 1101 31-1k" post spacing - use double town rail ?,- 3, , 250 <50 101 6'-3" post spacing use double team rail ` or <250 ; 100 50 101 M - 4. x,250% 100 50 1.11'11 6'-3" post spaciig - use single beam rail ` v or < 100 {f5 It is our firm belief that no matter what the traffic count is on a route, we cannot construct a hazardous situation for the traveling public. Therefore, it is n:andatoty that approach guardrail be 9 -' anchored to the bridge rail system with the free ends of the guard rail properly flared. '-' 1 would appreciate your review of the above suggested bridge railing criteria and would appreciate receiving your consents prior to issuing this criteria as an official policy. ?Yt Sincerely yours, ?? 'YY R yy - "?` •,) 'e( PAUL C. CRLCSUP] Division Albsinlatrntor ?; - w: JUN 2 1976 PUT rya - .. , • .. ? J - rrl L.. •...n "- - ??? fl"uwr -'? 1 1 11' 1111 I 1 ? ?- I • ^ ? ? u , 1- • ^ , y ? v. ?h Af 1 ? + ? "?.? K !> J > S ?v ;y Bi......ak ?-?, l.?;d 4 ?? -.'. . Y.?` '' a'?ti. ' f[?i f f ? k 4 I J.., f t ?I link, Washington State ® Department of Transportation W/o Office of District Administrator 5720 Capitol Blvd„ KT-1 1 Tumwater, Washington P.O. Be. 9327 Olympia, Washington 985049327 Duane Berentson, Secretary C September 14, 1987 I a Jefferson County Department of Public Works P. O. Box 1220 Port Townsend, Washington 98368 Attn: Mr. Bruce Laurie Construction Engineer Dear Bruce: 'g/75 rt/B E r' Enclosed are two rental agreements for use of the Under Bridge Inspection Truck (UBIT) with one operator for a day during the week of October 5th through the 9th. After having them both signed, please return them to me for further processing. UBIT Rental Agreement Should there be any questions on this agreement, please call me at (206)753-2402. Sincerely, Oja,,e,,? DAVE BOWERS District Bridge Maintenance Engineer DSB:tIp Enclosure F?ECFIV SEP IS 1987 JEFFERGON COUNTY ENGINEEf2,?, OFFICE ?s d, Ji. DEPARTMENT PUBLIC WORKS 1820 Jefferson Street P.O. Box 1220 Townsend, WA JEFFERSON COUNTY - Port 06) 385.3505 8368 Gary A. Rowe, Director Robert G. Nesbitt, PE, County Engineer September 22, 1987 5 ry .: 1 .? y _ € Washington State Department mu of Transportation P. 0. Box 9327 a ` Olympia, WA 98504-9327 Att: Dave Bowers, District Budget Maintenance Engineer Re: U.B.I.T. Rental Agreement Dear Dave: Enclosed are the two Rental. Agreements for the U.B.I.T. signed by the Chairman of the Board of Jefferson County Commissioners for further processing. We are still planning to use the U.B.I.T. on Thursday, October 8th. If you have any questions please do not hesitate to contact me. Sincerely, &.e LauZ 1r 3 :-` Construction Engineer BL: f b :yt PWA 02 r?r RDS 03 18E ??I{ V02" `` enc. 10096 Recycled Paper 1 r ?x? r' s x r f ¢ , L' t n ..? RENTAL AGREEMENT The Washington State Department of Transportation, hereinafter cat ad the STATE, agrees to rent a Equipment No. 8C39-1, the Under Bridge Inspection Truck (with one operator) to Jefferson County, a hereinafter called the AGENCY, for a period not to exceed two days, commencing on October 5, 1987. The AGENCY agrees to reimburse the STATE for all costs incurred through the use of the Under s s Bridge Inspection Truck (with operator) during normal equipment operation. Charges for ' s District 3 Office in Tumwater, equipment and operator will begin upon departure from the STATE ? Washington and will terminate upon return to same. Additionally, the AGENCY agrees to cr reimburse the STATE for any damage to the Under Bridge Inspection Truck resulting from n? negligence on the part of the AGENCY. Reimbursement for the rental of the Under Bridge Inspection Truck (with operator) will be computed on an actual cost basis and shall be paid to the STATE within thirty days following receipt of the STATE's billing. The following approximate.cost rates apply: $4 Under Bridge Inspection Truck $28.80/hr Operated } ? Operator $18.41/hr ($22.891hr - overtime) a q j y The overtime cost rate applies to any work performed by the operator outside of his scheduled work hours, inclusive to travel time. If the operator is required to be away from Tumwater, Washington, for a total of three or more hours resulting from any combination of time spent before and/or after their scheduled work hours, they ' shall receive per diem. The maximum per diem charge per day Is $25.00 ($2.50 per hour for ten ' hours maximum) unless the operator is required to stay overnight in which case the per diem s charge will be $2.08 per hour ($50.00 per day maximum) for each hour away from Tumwater, Washington. The AGENCY shall provide transportation If necessary for the operator to obtain meals and lodging during the rental period. The emergency call-back of equipment and operator is a possibility. The STATE reserves the right to Interrupt the AGENCY's use of the Under Bridge Inspection Truck for this purpose. Actual costs shall include, as part of the reimbursement for the services performed by the STATE under this agreement, a sum equal to ten percent of all costs Incurred by the STATE to cover the STATE's expenses under the STATE's self-Insurance program. This additional charge is in lieu of the AGENCY providing insurance coverage for the STATE and Its employees while performing the services provided for under this agreement. CONCURRENCE BY STATE: Signature DISTRICT ADMINISTRATOR Title CONCURRENCE BY AGENCY: ??2Gas+'?? S gnatu 0,4m ?. B O. . G.G. Titie g//h 7 Date Date 1 2 ! I Gar Rowe Di t :P ft - , rec or y .? Robert rt G. Nesbitt, P.E,. County Engineer s E' MEMORANDUM - DATE: May 26, 1987 ' s TO: Board of Count Commissioners PP? FROM: Robert G. Nesbitt, P.E., County Engineer/ SUBJECT: Bridge Inspection for 1987 f In accordance with WAC 136-20-060, the biannual bridge inspection for Jefferson County has been completed. 7 All Jefferson County Bridges were inspected except the Old Little , Quilcene River Bridge, No. 21E which is closed to traffic, the ' Leland Creek Bridge, No. 28E, which is closed to traffic and will s be replaced under project number CR0587, and the Old Linger ua Longer Bridge, ( Rodgers Street Bridge No.22E, which has been s removed. The majority of the County's bridges are in good condition with only maintenance required, that consists of cleaning, patching ° concrete of minor spalls, and painting of railings, etc,. However, the following bridges are of special concern and will require more than maintenance: O8W, as you aware he e B i ? of a oo strut lon replacement Placement for this bridge Is underway, , with this structure still carrying traffic until the fall of f this year. The condition of the bridge has not changed significantly since my last report, and necessary repair + work has been completed, the concrete deck is continuing to require patching almost on an on-going routine and if this deterioration of the deck continues and the new structure is ;r not ready for traffic by this fall, this bridge may require "-" ;- restricting of traffic to lighter loads. r r ? Owl Creek Bridge. No. 11W, the condition of this bridge e J . continues to deteriorate because of its construction details ' ? ,rg f and that It is untreated timber. The bridge is currently 3 restricted and posted and will be re-rated and re-posted as " necessary. Federal Aid matching funds are available through 1 the B.R.O.S program for the replacement of the bridge. If 1DO% Recycled Paper F4 . h s ? Sr,. , 'r?4lkT,n 'NY, .+V1V ys. ?R?+ ?" Y? I ?' tit , r r M _ ? I f I y 3 f r J?,? ?? fit{ ? rwr?t u a t _ to 3.?? f ?}. BLS, the bridge is going to remain on the County's road s ste m, it should be replaced i w th a new single lane structure. Portage Canal Bridge No ISE, this bridge is generally in good condition. The brid e d g oes require repair, replacement, or construction of the following items: 1) R i x. epa r the bridge railing damaged by an accident on the south side at mid span and replace the expansion joints that have been deteriorated b ru t y s to the point of perforation of the steel. 2) Clean and spot paint the interior and han ger sections of the steel beams. 3) Repair the navigational lightin s t g ys em. The lights are now on twenty-four hours a day because the electri c eye has failed and been by-passed as a temporary solution to meet th e requirements of the Coast Guard. The condition of the light fixtures need t v o be checked by a qualified electrician. 4) Replace the bridge fenders The fend . ers are non-functional because the steel "H" piles, wood - planking and cribbing ar e rusted, decayed, or missing and are useless for protection of the brid e i g p ers from damage by a vessel of moderate size that use the waterway. This item may be able to be funded with Federal Aid matching funds. 5) The outsid e of the steel beams at mid-span need to be inspected to determine when this portion of the bridge will require painting ( by contract and to m k a e a thorough inspection of the connecting g points of the diaphra ms f h g o t e steel beams, as this is where fatigue of the steel is most likel to y occur. The inspection would best be carried out by renting the W S D O T I . . . . . s Under Bridge Inspection Truck. 6) Reinforced concrete approach to b e constructed at each end of the bridge to reduce the impact live loadin of th ,'- g e bridge. The bridge was originally designed and constructed to h th ave e approach slabs. This work would be done under contract. xc: PWA 02 RDS 03.40 Inspection 1987 RDS 03.30 08W 11W 18E r, _ . i 0 Washington State ®® Department of Transportation Transportation Building KF•01 Olympia, Washington 98504.5201 206 753.6005 August 15, 1986 Selected County Engineers City Engineers, Cities Over 5,000 Population ,C/J5. 03.40 D A l;lsoecrru.J REr?r.DS r (/N SVer7o n.'S ? c?N sn) ?Duane Berentson Secretary of Transportation Bridge Inspection Classes We are planning on conducting bridge inspection training classes this fall and next spring. These classes are designed to assist your agency in complying with federal and state bridge inspection requirements and help your bridge inspection staff make better decisions regarding the structural adequacy and maintenance needs of your bridges. Two courses are being offered. One is a one-week course covering the inspection, evaluation, and load rating of timber structures. The second is a one-week course covering the inspection and evaluation of steel and concrete structures. All classes will begin at 12:30 p.m, on Monday and end at noon on Friday. The courses include 20-hours of classroom time and 12-hours of hands on in-the-field inspection. The courses are intended for personnel who are or will be performing the bridge inspections for your agency. Transportation to and from the classes, and subsistence and salaries will be the responsibility of each agency. There is no charge for tuition or handout material. Each student will need to bring appropriate outdoor wear, a hard hat, and an orange safety vest. Those attending the timber bridge inspection class should also bring a pocket calculator with power and root functions. Please complete the attached participation form if you wish to nominate employees to attend any of the sessions. We will attempt to schedule your employees on the dates selected; however rescheduling may be required as we will be limiting each class to 20 participants. I am asking that the attached response sheet be returned to me by August 31, 1986. You will be sent a confirmation letter a minimum of one-month prior to the class. If you have any questions, please call me at (206)753-2888, SCAN 234-2888. Sincerely, DWA:c/20:1 DAVIDERSON, P. E. Attachment State Aid Bridge Engineer C 193u cc: District State Aid Engineers R. Krier, Bridge Division T. Boyer, Fisheries R. Sherman, Natural Resources IEf=Fi3i,i tJ ?I id i Y UlgGINELRS OrMCE 5 ? a.r :c k ,??°F l St "7 i P" f 1 ?v ,"y, 1 t ! t ?Hl , ` ?? s, f s ; r fi`? al 7 ;v l e t Y rt v 11 ?? ' , 9 ? I , n . ?' a4 ? t? 7 e? y ? ?y r ?. ;? h ? brit ??g?p ?? ? tNlfffff h : .. o? . .. .. .. , : .. ' I f .. a ? ? I •:a?Q •• :: .. ------------ ---------------- f cc c. a a . _ _ y XI o: . .. ---- --- - - . -- • =?? ?--- i , ? ??m?= .. ...... ........... f r ?,,r VI .. _._. ni \31 144 Wz .......................................... ................ x v 1- A r rr? '4 - w ? K ' p??eor:.?st+ N + t r fi ?,? "$ i. A?2' f { l .3' ya (h r" f R.4??q a l t L ' } mi i 1' ' ? t f l! c y 11 . , 17 J?r r kr / lx?i a OF }?',L^ ?i C F.OF «?+, '«'?•°_Q•C? =ORU??'?'°C.OR Ej Lr O.?.OAGU.UO CO?.O ?t rr,? ? ? 3 n L n 3. ?? G'? -in T'C UO«?y VSO ?NL?L LN O w?R GC ?.,, ?a -L' Eq rsF y'O ..'?'L?u u c.c •^'s ;; o=,° Q', ?? a? o< a E`er ? 3 .u. c ?+ o n a ? E Y'o o f 7n ..', `S'' n m. v t. X-a ,? °d,•' o •? .. u 5 u u,o :F y ?'E H? o'?T p 43 E yF.."i P',`u, •o, 'v.Sj_,' ?2SG ?'o'a?.?Q•O 'q v -ua E'oucV-?? ro ?G .?c4?y'?.i7. F+'o ?"?. y .? - .(ns R. ? v,.. ?+ A{, ?cc co ??=N ?'n ?o«L ?;°,n^' ?F? .Y?c o,.. ?,•E $ 'ds; rs :'?'h c ?. s c o w u t- o• - ?1 u p t> uc ?? R ? 3 u •? .". [2 •? u ?' "?'.c :c .a ?UC1 u? •v- W•rRp,. .O-. rs u 8.o ?° My h9U0 ?O dnr ?NE? .L.° O L ,O.'O ?"'?; n.YL iCin z?:-}?}!!' ryry- ooOH?w?..,iSo°?rFd$Y'''6?,,ie « y F G4 O O u YIF.° G ?' n o ?? ..? c '° ? E u ? ? q >vSLq{' v F `d'n o ? li vV..ucma h 9 O °' P-u o9C 4A.G qP V E^ d b? u OA. d o R,G_. ¢? uT:. ,O 'O ? ,?' ? .° 'v ,? 7 g.Y'`E:?c•rs:? a `d & ? nt'is ?'. a, L C_, an E, 1 AL<,-$ •Ob _ ..?,e s E ?.}Y ?c eb e? '?;?ne?i:? o,= a ?5 -,o.E m°.. =vwa? ?cNn2v ?FkEEE9 Eoyv'aL ?`CL r^o -Fi ?,?•_' uL EU'"_ E E. C: T f q`o u.:<.a •° }' E n .u G .. e aL E lL..nn cn ,.. u.$ °-0%o„y.F fLXc %cu .o u?•oE -a??o _ ?' c?auR z ,? o _?, N• ./ „ E o u ?°? 1,~a ?S•X$rs`R?cE g•_uu?.•ms? G ?°?co Ly.: ??.?..B nL""?e.c=?T -g-?'-,._a c.o? . y ° 51o p.E E ani n E "4"!.:n ° ,•a €, j'.5:. 1' E C] .. Q •o >..?'. n c .p v •o .- $T'E'i in oa o .x v.6yy;5 .3 o-?..o ?j o ?y 9 a°r.y °cp. C.? u•N •?cc 8a3 oA y na,,,, ° C U ? G ? ? G O? -' G >, n U .G 0. 9 'O L LTV E •.. C U T R d C 9 'tl *1 ?w..Gi?>LU..y U.000-096id V7 GU???C9 '? v ReG3 h V.°'O in U.° r.9 <.=moo r. _? R?u•o d E E 73 U . n_ ° ?'S N O v _' G .?? N L i C R L U S m V°p, O .C C` u .R.=.i n?s ??.. n°?.•`o ?`na •? .-.,. .-sa .`:awn uEEc aQE -Z v : E ? ?.•`?; 3 h u •5 no j?'-a,o 2.2.t n- ='- °uM'°? ?co,..om=$v'O -u° >OE E ours ucW ooTT y '?- o ?+ i.c N ° 5A E G.R. E•^ _^ o J F Lz v N? c c? u E o702 c v _° v,_ n E o c u z u o E R_ g E° n c u o 7' ue E .° .° u °"' N 'a ti N s v -'G = r •^ E mom. o ?.R. " E ^ u t E r. >._ c,.• °"°u.-.. .u. °,° c g -s o,-, ?Eu E'o ?• m <r, N??v _.n?p'un y%N,uo ?'?nc ?"?•o,c $.E .oc?Z. o, ?o- pV cR u ? ?`? m•o'?a ?.sc -u?»uuo,•?? _?'^?? L'$«g?`wo•'-? -x?NO v y L .D y ._ '.' O. L , n« n O' O U {,i U O w t O O P.9 C v ?O n j a?`Lu.?c°c,EL °c"?? Eoc°R eoGE°c•OQ ce««L'=°'?c .?,. W H?4.cC L `,?T°"" ?µ.?`R,N n-°•°?o`'=._•-. mE•' ? ?.sj;` ' C7 0 •- s•G ?-i?? L wt ? sAg 's?U Y.l`C ? ? ?•? 1 5 cs E?'TC y«2'c c'? nR"coo="oo'SL"'•-°'rv?y ' i <u?P :3 c _ n o ou c ?' ?" ° _ ° ° o C _ .. $ _'E °'? " ° °•,° P' $,?° ;c a ' c F..r. ?,;- ° iL u``uu;"'u•uo?n°uac?t 2=u v aoFn ???Y.n«Q«^co,c a?oa:j ? 'Ud * :'4? 1 50 . i ?.?? , t9 ° a, ° ? ,c y .E - ", no u -- ' p .5 c - •O n ? c ? ? .? V c « o m.= p n 'S ,,9 ?? ? 'emu=•o `o?r'??v ?s!L•v?'-.o? ?YL'NU EE?oa?ru ?'^?•°•??o?e? ?{ •? w ? a c G _, .-. $ y E ` o n f o_ ? v 3 .. ti F E u u 5 E ? 's c. u o r q= u ?? 4 y?r ?, .-(?? ?„ uo. a'?`? - `ub'.«'u??uN? om°Ts u=??'C •?,oE?-.o ?,c ,??'•n... ,o '? ,1 ? E ''? ? ? •o ? y'E .. ° c ° L ? s ? 'u' o c ? c o .? ? ? ? •uo ? o ? ° E ,o E ?u ? ? ? ? A Y' M ? 9 0 G f°•, ? j in ? tC°i E C O a i E ,?.' VH U 6 O a ? O t? T O u u" 3 5 d p m? 9 t C O 0 ? 1 C=? r < Y. >.= s u ?n U... n ?. R L n v r 5 w u n u r r+ C CR sx ny`e o?-•GOC-?_no '"o'ynn.,E?u't auv +.e ec? c j cFn du Fyu:r'?P.a Ep EEo Fe sE`°cs O?.NE an._s'in ?? s ,- V L._ i,^` c t:'? Ga^ c c_ ° n L IRE `o ,c'a o.c a !. V ~u?wu ?uv?•Es ?Ot'y ,u .yc ?u<'?cv, cE-'c'-?,n ?. ?'??r nF-,Y?.. .?°., ,:H 7? J ' ,.;?, a u ?wi ht.?, r. .. ..cnD y ?.y•o uun?nY o_ F•$2'?'a Y?+u,?E uun v? i 6 N nr c ?..h . ? ti ?+:vky?t??.?t. :i.. a ?,w:.,lY4.ir?•+. ?'??}y)?r r ?rtskr x , ',-. - '_ oa1M a __.. ??!?' ... ? - --"..-?:•-??+. ..._?idYC"T.?..wa`??r?.'fi5? ah %rs .- s+S yaw. __ S; ?j, r '[ rr c . O O O u Y.. C"?_C .C [d Y c Ea'2 n.w.o a baY ? 'b i. .:n [y.' « Y . s u as c •3 «'? w u 0o Ec _ T ?n 'O O O y :v. 3 •r.L c i?'I w •': [a EE i`,Wt>=,?=.o I •°a xN o cN E = ? v?' ?,u,.?2 'y + k7?:Ak ?r.7 ?. h . tL ?': .Y E ,C itl O N 9? Y o v o w• OE C Y n O C E N 4 .p u COS .C c v.. n e?b ?' « b n 7 L A g ''^^ '°O ^ O O ?O ? c o E o f ??.. 2' _ ' h. :- • v 3.O'E °.cE°u Eo[- .?3? bo muoq ei`. n .. ?y--W. .?'a:v aiw itlo an- ' ° , h.$ °'.o. ; x o'c` ? ? ti .n ? ? y c ? c ? m.z • E °' c .c c t v w ° '.'+'. ? ' s' y o , . . u n•i?^'v; D d Z o e.c v c E t° O4o". °.. x =_ .• m,c v , € 2 E° , 9$, p ..,p c y •3 .. 3 0 ?• x c ? v- m c u [n h o c :? ? '-- .^ s o c .c-o 4°. .o c'Y p E 'O - 7'' ???'.qo is ... o p y ? c?A N.. h•o s u mo Y31 y €v Y ? o ? en n E u o '°..yy •a E u c °' m=?=G.oo ? s r ?.'. h. ??o:x?s-;« po3 o. n.«.u oy? I' Si `?i a? V' [n ? ? m N O y i O y OOy09 C ? .O d v •? C'.C^Y ?'0 .?. t C T d ` .° u 3Ii in F E Tp E EL "' E w E N G'_°' Y r ° c a E W e_. .•oaP . y . ° •E o Y o E.. E O i E „ m.« ?; y G ? } d Y (F/1 ?G• C_'y = ?+ N O I .E v' S° vJ4 w TI " ° « C ,a?'COZ O "? ° O c m.??E m'Y'._w,y .`°.° i.? o• 3 a:c o o ? F oa vo ?n°YC? ? ?>>"E ?" ao s x ? aG N- Ec•c v c[?y °rN'' :^. c°= 3pN ^ C 'r ,. .? I L^m° C' u . r i Z omof'm.y.?y s E ?'•? i7 m'e o-o3w v N Z « uY cQ^o :c .Y. E E•o x"d a c- 0 ` ` ' 3 ° ? ° td v ° p'c.. Y'C x"i.n o .•E,- -o `mo'o ' A h :. - E c n y r ; . o ? a v W ? A?? 'o ? O • [i "? w • o, a n "' on a "' us £ o N Q 9 c '•u o x m= ?° E ?q'°k . vCs `v? Ei ; `M?cL• •= C Y ,d E ?o° .uc E S "ox rv .o A6 'o Eo?.. • - e °•E eE 3« U ` NC o _ c oC C'•"^" Q'y n' x 33eiO « v ? c y v ° o?yn vn °'^ u°s?o r _ ccc.+e i FVQin rn y O O iy=EN .ad c o2'c ?`o?•., Q , . . . °c«?6m°??v c:aw E o o y c=u ==?v>•a$,6„•3 u?.•yY .. y.^ © `. F Y G .,? E o U E=°' ° nE• . vOy ^7 0 ooy o Q o F= c .7 E? u ° = h o ? v.°y to Bh c[xn o E ?..EEsan. ll 1 rm. S? 5' E .? b '[i .C C 9 h ?n T O T E[ p I J C -Yy Gm T 0. O F y CO Y C u O G « O O C h C L Q ?• i. u [?•J O .^ t [.°.. J3 w? 7}i 1?°' ? y = « I°+ '?'+ T u of M.".n ?'Y C `o E'' °'E ? n o'o ? `o ?+ E o ? ? s ? ? o '? D ' ' i,pe 5 ? ? o c ro .c ? 5 3 o o-qo? 'OO 8 ?°^• ?=' w °? c ^R, wg. E ? Q O ' ? Y ?; ??¢ ? k ? 3 ? ? ?'EO^ . _ ? ? v ?. E ` ?n ?. '^S:?O '•pO[Y`Oi`.C pp["G E u ? ? ".• ? gTi.yintiid' O ? N a T 6 C ? .? . y O„ `?M O C.^ Oy . V ?, f [ t W { u ? i Al ? °? K E ... ?• o o o s E 8 a?i ?y F~F .. ot> q ° nn eo c Y 2 :c c d 'D c `• "' 3 e oo ? w " S'. ?iqL[ ° N N? h v v pA F vuu?uurJ •^NN E Ti oc pr.E .o. O w "?[ i ? . c ' ? ? ?'O 3? [ [ . . Y Y V CpY` . C Y 4 n N O. r n G o En EF o 2 0-re n c •v .. c .c u lj O E n oa N w 0.u [O « T u 9 . ?'" ?_ 3?i a s ,r' o • E 5 t . E.u" a ` c ij .. c ;c ..? oo^ u? ro tr or --'moo ui N.^cu€ F7pN U.?... ` E"3m?•°-o•$ sOCO?yai'ono b° ° I ? ?x??'.` K nEoyta a E ` vNCVE aa,= n .. o 7 on- Ee sc a'o • ce 3 4 °O it ? ci.':n € L. ". A •° " Y e 'o W •u '= v 'n a« no E ?s ??E3a? w 'G' b 2 , u a u Y $ e u u .c E ro E o s nuc?'Y Ca td N c„° 'r i v° ^W c p •>... N 'cuvmno?EpAO?°7 « C O O CO y `ya°c°a?M O 7 •' O • ° °uY«? Eo•pE H tY" C ' ?#, l ^a . ? ?• .r.I'-^ o n n « .C ? i C c h? E y Y G 7 ? .' 4 u s 1? E o .. o = ._ ... v _ v n = C 1 '° C? FE •^O 7 „ a o s .n y E in . O ° C .C ... ? Q ? uY..C eJ C .o ro " u L-? • ?i [a 1M, . 4i G A V C O _ _ T U r= ... n° 5 9 h °ry O °N V d O O U n 9 ?_ I' S 00 q 0 W G 00 C? [' 3 n 0.C ti 3 5 'spO .-0-. a O ... ` C k 'Q a h O O ? . K C 7 t! y Q v [^ O • 1 , -J ` t? R 1? '°U • S y ??". 5! y??L O C N C n [.. L v L w ? '- E C ' b' ° •m N Y ? O 9 C C U C ° ? '° - n o 2 Q [ M r [^ ? ` 'v ' O ? r' ? 'p E ti hyj ?.? , ,' 1 a ?'= ` ? i F •G_ t . r i0 C o u? NL F n •? E E i u_'^ ? F m ? - ? C ? 0 d U« u W N A C im •o n _ ,?C b i C {1 J U y° ?? H y [. of U L i i C k??O SAS y7 } ? ? T ?U i n s C_ yy S ^. S u D G' '=EYS G.. •C n 2 2 •Y y i E f 7 U ! u a [? 1 f-'f.. G5r _r C' t, , rrG ^ c'o '°? ncm ?!>• Gmvy=o c.%.G EFEuo E Y sc2 °_a El a k. apka M,? . W u.:. c • . ..??V _ c •u O V 'p t 9 ?'C ? n a .; a ^' o 0 0 o'.c " E ['. ..? 7iC0?rJ "`IU9?n'?? qC 0. uGC'V ny G o i a .:_ •^ cn cn? N H9nn .y y'C'..O. •'i ' n• .`. Ff.? , ? :I r ; '.Yld ,Y C C i i l? 9 ? r n? N« r ° Q n? u ?i L O 9 O 6 .. r i n c o ? ^ c ? ?n .0 [T.E G n `t N ? c ?' u u o 607.^ p n E 9I= ? ? , - ' , r y ?.T?' ? ff ? . ' " ? i ? " CX rt ??: "1 ?. i ' + f:'1A t [ T1 .nt 1.i L M un? U !z.1 ? ? {, r'?z•a - t t ? r R A ; c y0 3 u ... o ' f! ri _ •.` .Wal Oz .'.? zC Z Od . c g .c w co Y w '"fir O Z m a • ? f, y y N U " o = ~ N .C? _ ? ?w > ? ? om,' u 2 F- 0: h a a J a Lt! I} C' ?, a ` J Q ?j Z' a q 'y Q F w g .y ..J F -.I F- i z z a 4 c o z. W { p q U E+ U.., F 'v .N W¢ W W y ?J c •3 '_-_- C r -Q >hF yF _y !] u`c 3v°• W. tray - Oe WWW WW ajF- ?N uoH? r: A 4'O WWa. n. C, FWA ZO w O qu n o yyy rn.an. xow p ;:"r ZZ-Z Z2 -..G0 000:00 WCJ yZ y } 13' W N H'. N't? .y. .?. C u b CO N ?Q uya}C SGG.. F T'II CEi d 41 ?Y'.`Y ^> a _ W Z of W w WW oz `h Fr E.. NO F F yh?- h=9ia? {may ` F .; y 4 F A.. °?' a ?Y ? • ?„? t rte. •p y o ,.. ,7 N BE 4yQ N u^ o u 3 .. w? ^ ,.,? u o .c cu??? g•o 0 o. r•• u« ?„ p« E -?o.m 21.11 Z .0- o? ,o r`•'s ?°?. 3... E?oQ u? cn.o ?? ?t_??.c? n.3 q'$ c?;? ? _? E +s ,o AT '?"? aTUt `»?'? °o c .°c a?•uUO .uF .oa ?'...o°°>? yam.°_ c...W C d ay v'. > on c oa W ?•" $ N v u >,? n. "' oq i7 Ei _r. W E? FN..? •o o_ .cu >oa o,yW N?• u$ u [?' L C a, •° •if 4 Y Jay O O, .G ^ O 4 v V1 N ,'«-^ 6a1 N e• ,'n 4 +' F pa ?oo?` ?•o? FaQ., ?[au ;cam°? a o°np??pQ ,n,^p? C9 ?C, : r Z es c _ ° _ ?' uE? °-N? MaoA^Cy a7A°`-°? `.ou ..°c °Q'^°O °'." ° ?Z•+'o `? n Z «?_eW. awc y •°° `? =??~< o = ? o ? c y J W u c 3 y ehEe ono a,a°cE J? n.a Aoy o'yy ti?•E ?'O p0, m.o r. a E ? 3 " E X E ? ? 3 ° r r Oli N > E ° ° ?;? E E U'- g o C 8? a i w .a. > c noa_°?y4 N Ec m..u oop ?Q o as pj 'A O °° °e } u.. g "?: u %•?s C L c 1?'. yn ?s?? _ld- yZ c Ac•c go. o. ayW ryu w § j d y;° _ O?Fl. GG1J o.N_='?? •O ° AE„o[-. •?y}v??N a.o V oo ?' Fnp o? cE I #7., O °? y b5 uxU ° n?3 u 39« ov,N Ea F. `?.°c? °F? .a da° n < '. E V E? ,c E y c p$ O E + FFC .c ?'' • •a % ,o T :E N ?' 3 E c t- C s .c C? n u. V•° • , a .. - E •? 1 .i ?`o??aa-°p? F co«r'^a> na'".._u •'1'E - y ° •v F o -' H E B Z n W- ?E ui 2 0` a° o ti y c Q•-a ° Ar >+ v 5 ?y^uN..t WW aa .,-u_Ec ?.o O 'marQ.y ?yEg?9 A .nc g J ?? .°. m. ,? u o u U n G. o.W m y •t'i C / ?. ? G1 tiYtal c 1O 0 ._UcQYJ zzQ .pc° a ,. COW u„emu i .5 yoowyyp rra=..W WS; ° EH-rc.u.E 4 b '1 r r. sr .: .07 ~a=?s?.. :' F>004 F'???F}--95 '??u a 0 ?i ?',? {{ . K `? N c n .c _ n 'v °WFF•;C 4,° A 'O y y4; ?, g.y,. ,° 4 y3•y oan F.., G ,. '° 2S c 2 yyyy u v y }? c a Li C. ,.c' V7 'L o ,pry: sr ?,; r+ V. v 5 E l "` ?°m xr. .. Cy K .CA iJr S• ?' O .5 ?F+ .j i ay 4'' r 5 ? I 1 SS Y r v WOMEN, ??yy?? x 4t I ? '+ L ,`C har ???t 1? a 1 1 .? r ^I f 1 r r i ,. i m!? p fd. A r- =; ? ; 777 fl A.^ T C Cpa ..: C ? 1. C in =.° U C T T•.•. U ?. .° .4 `•Td, U r .E z n. •^ E «.°_ $ .= " y o o ?? s -0•- n y E o w a n° e w v v ? o: £F'y 'N-c Eren^.o Y.u°o_• .'_?e?n°^ n EO;o.o eso>,°'Yt • vco°o`a.NC.. ,Yip OCC?°'a oOA n•o E•c u=c?A E 'o 12 Q: 4`o•'C ..- F -•°ouvn- = c=?Eoc.3 ?? u an?F CAMS 4 4 A A N a n c0 ?n '- u O U 04M. n .° V= x N '- >' > n °f O aJ G = •D .'CU.. C = .• °•:^ n C U .? v N r c._ o'er H N cnT •r_... ?.-.c c E _ ? °N om- c•? o r aY •° oe cV« E 11 nA c H u v E o E° c c o u N°E > oo .. E` o0 r y ?';' WC7'• - yo?`o vca.? o.-cc O?«E.o?='°. •".N.c n• ,eo igj!IEE 2 UZ cu'Y'ero=oEne ?.NOEF •.°.a ^`o•«'>°'.•O"voo °m v?°°a?E.? a :, a{{?,? o n co•CE ?•?? ...E"? •? .: °c v.a v.??'E? ov c'o c.dE,°3.0 ,?,'Y"3 't W4 - E4.. U n u C ' ? 9 y X • _ ? O = . ^ > O a., u . ^ L A - V W 9 OEQa,X .a N nE ?'''cN.? ?•'°= d ti? •°y?os w, .?be c00n c `oc o'" n-?a v 0 M u? aH =° x a ZW o?.>,« c ?._ v k •+ pw y-cEn _ ss°DU o?oo SE??°- °u [:. y i 0 c cif u c 3 ` `-? i° a a ' •° u° T 8- o v w `cs S co T?? c= am »oE?a Vy •N E.cA E^ un o u•cw•alit! .. N O ?.`°. r WQ ?=`c -"'N.y ?.o _. coum? z -•oE?tee c.°?? «•° oM`Ecu- HG cE._.n anz m?_ °vPi '-'u=•? •J C,Q ,°•COU ^?•.°'.. C Nnu- btu„ ?°n n n °•° a , g n U ? E .xa A°? ? 9 ° i O u •E u A L n om= W u i 7 h 9 tO,p G° TL w .= 4 rt ?, '? Yr Q?.o°i nA°NTG ry,o°E ?0 u.n"Eu N?.°_=o?nv F'•°.'`ooc vn•O? dd1 ?&, Wall, L C.A t-Q•C .. WHIM! a ^Eo ^_u c 'a y .n .- c° o•? ^?i tit Nom: '• vi r. •°o 1 ° X 4', h r?? ? Y W - ' F. 1 ? u U H P I busy U U e ? 'E -' G w h Eh g y u + U Uz `a Cnu?• ? c •cBEE E N? a . may J ? 0 0 0 ° E ?6w i ? O O2 9 ° 11 =,A gu 1 CC7 fi , fff r ..i k,w"u} t ?' F ., U •S= c n 2 = .d '?„°? r 0 E E J r 0000 _C NoC? - ° AaaA n oiuo `q` 1 t:,' B C E N 11 ,= J'ti? r ` G:7 all " 's O?OZ rO y. y ?N ? C ?: ? NMTV'• A t` N N N N I . O S . ^N?1 A?n N? ?? r '• ,+ yy ?+ V •Ii' ?• J N I^ rv v. v1 v. V•, v, .ry Vi T T 7 K T T V '! Q G N VI V1 N N vY Vl v this 1 {?'•' ?w l? a'.n I f", r • F ? ' to ,? j r ± ,1 + 71 ' ." G4 r'. 15` R bjbi( 'il I r I Mlt '' tt 'ma " 'Yt 1 rV ? y 1 ? N 1 r? Plastic Drainage Pipe Pass Test in Several States' Expe problem common to most Resultantly, pumping of water at ZILbighways built in the last 20 joints and the edge of slab found slab years which has resulted in severe faulting prevalent. joint deterioration may be solved Given noted that this condition quickly and with reasonable econo- was not present in the early days of my through the use of plastic drain- laying concrete slab highways as in age pipe, according to test installa- the 1920's and '30's clay tile drains tions ofhundreds ofthousands affect were included in the road construe- of the pipe in a number of states- tion as the roads had no ditches. As For example, R. 11. Given, Chief modern highways were built ditches Engineer for Iowa DOT, in an exclu- were included but no drainage was sive interview with BETTER considered necessary. Result: pump- ROADS, said that during this period ing and faulting. many miles of F.C. pavement were Iowa's experiment consists of lay- - built in Iowa (many other states ing nearly 160,000 feet of subdrain followed the same procedure) with a 4 pipe of6 inch polythylene corrugated inch granular subbase. Shoulders agricultural tubing complying with were built with 8 inches of asphalt A-S.T.M. F-405 heavy duty tubing treated base. Over the years the with drainage slots laid in a trench pavement cracked from freeze-thaw adjacent to the pavement edges. The cycles and heavy use and the joints project is on I-80 in Foweshiek have opened up allowing rain runoff county. Although the use of plastic - to percolate into the granular sub- for such a purpose has been tested in _ base. other areas, it has not been extensive No provision was made in the enough as yet for specific equipment original design to allow this trapped and procedure to become established. -- - water to get away as the type of Accordingly, the contractor, Me- construction used created bath- natt's Inc., Brooklyn, Iowa, was ( - tubs' in which water accumulated. forced to be innovative in choice of P4 Vermeer's T6000 Trencher removes waste material via o aid. A shot of the opal elevator and dumps it in a truck for disposal, leaving a clean Trencher in operatio trench one foot wide and two fact deep, that of the trenching to chock the diggln welts to be put in pt eo- I? a ltd f:`?r ,?? This is the trench resulting from the first Closeupof trenching section in motion pass of the trencher. A 3-Inch layer of shows the manner in which the paved porous backfill forms the bad for the portion of the highway is swept clean as plastic ADS undardrain. the machine moves ahead. ?! Zs DETTER ROADStJANUARY 1979 m arm ,,, ,... AI$TBAs POINT OF VIEW There Is an Off-System Bridge Program The American Road & Trans or. Is there enough money to go i Cation Builders Association, around'? The answer to this question h te National Association of Counties remains to be seen, ofcourse. Butjust and the Federal Highway Adminis- a few months ago, critics of the { tration are all concerned about the expanded bridge program were passibility that many local govern. charging that Congress was being ments may fail to realize that Federal irresponsible by giving the States p assistance is available for the re- more money than they could possibly placement and rehabilitation of use. '^- bridges not located on any Federal- On the other hand that FY 1979 , aid system. All three are trying toget bridge fund doesn't look nearly so th d e wor out that (1) yes, there is an massive after being subjected to off-system brid d ge program, an (2) it legislated deductions and then di- is effectiv i di l e mme ate y. vided among the States. 'ther l e at, severa possible sources It works like this. A total of $900 ofconfusion even forthos h h , ew o ave read the Surface Transportation million was authorized for FY 1979. Assistance Act of 1978. The Act Two percent conics off the top for extends the bridge program to cover administration and research. ('hat's ' - then another $200 off-system bridges. That's clear $18 million. enough. However, it also requires million is set aside to be allocated by that all off-system bridges be inven• the Secretary of Transportation for toried and classified oil basis of big projects costing $10 million and the b the basi of up. In addition to that, Congress aerviceubility, safety and s essentiali, mandated million be alto- ty for public use. Afterthat, it priority , crated for the hurry-up ranking system is set up to determine e hurry-up reconstruo- which bridges should be replaced or Lion of two vital Ohio River bridges. ' - he sum actually apportioned to the 's repaired first. All that can be discou- 7 raging to the county engineer. Oh- States, then, was $628 million. viously, it will take some time to No Stale can get more than 8 complete the inventory. Good news: percent ofthe total, and no Statc gets FIIWA recognizes the intent of less than one-fourth (if one percent. Congre.N that the off•sv.tem pro- Within those limits, the apportion. grain should get moving at once. A meat is on the basis of on-system bridge that is plainly unsafe can bridge needs. Two States Illinois become it candidate for Federal-aid and New York- got the maximum of $50,240,000. Six States-Alaska, funding at once, without waiting for the inventory. Arizona, Delaware, Nevada, Utah Another any to gel can fused is to and Wyoming-got the minimum, ' -late the off-to ysleni bridge program $I,570,000, to the sit fer off.ystenl roads pro- Erich Slue is required to use not . grain. The SOS program is famif ar less than 15 percent laid not more - to many county engineers, and they than 35 percent for off-system know Irma experience that there's it bridges. For example, California, catch to the funding. The money with an apportionment of - comes from the general fund of the $1ti,ft84,000,could allocate it.llttlea. Treasury, not the Highway Trust $2.5 million or its much as $5.8 Fund, and it does not bet•(llne tl Villa- Illillllrll to mff-NYNIa!Ill rmll(IN. The able until it is included in an appro. matching ratio is 80-20; four Federal printions act. Appropriations have dollars for each Stale or local dollar. been delayed in the Moil, and this is Larger sums will be avoilablewith true again of the $200 million im- the Fiscal Year 1880 apportionment. , thoriz(A for safer off-sv.tenl roads slue October 1 1979. The FY 1980 - , for Fiscal Year 1979Some Statesare npp4rtionnlentis$1.l billion,up$200 ?. still working on Fl 1978 SOS fund. million from FY 1979. The big bridge for SOS projects, but the FY 1979 Net-aside r(minint; the .omit' tit $200 money is blocked, pendingappropri• million,andthexpecialallocationfor atiun. action. the Ohio River bridges disappears. Not .o the FY 1979 bridge money. Again using California as air '11hi. come. nut ofthe l lighwuy Trust example, the Stntr's appurtionnl(mt Fund and is available for obligation would go up by about dal percent to right now. about $28.2 million. ¦ JANUARY 19791BETTER ROADS 27 _J .. 72 v F on CD W C c0 'V ?'.i+ N O i+ 7 E C G U] tC .• O d CI o .b 'cc C ?•C G'o? O+U~+^'y 0 . , cn V cci 0 ., O N 5: 7s -6 0 •? G O a rn U G.?, C. G F O efi O ''"' cn C s c y O 0 G Y V O ,? d (r° ai 'i> '? VI ,"' a a'L.? GO bq ?? j U C O ? C1 ulv •. y'O O O .G ,,n ? i G I N .p CGi N y ¢ C C N "U 'G OO?ECb ??b NFV.?y cJ iO ?uQ 0y Oa d .p?.q.1 VJ _ et 'G +(-r N'•r??'?^?.y •U Fy C.^.U Ny"O.v,O d tp7+? y G O` C y O e? U G G -a O' 3 u_ ti C C E ^ G 7 C [•y^ w Vpi C[•'O I w O ?w R-O. 0.? w O >'V)fA CD a U .• ? m tC c G-". ' a'in '=.?'C cC % U OV]Vl ° El o ^-'?°j i X „' cC N N m a U O C i O y N .-#- ?, pp o V o V] ?' O vl _ y n O n p y i E i ' cUa £ .i. ? C rV. ? 'D E z cO '? y G E U Fun" t? n iO - ? C a ° y . . a.aoa ° yG m a cV. ,,p ?C 5 -E4 G G ,?C/1 OTC ?FFO cG3 O'•O .-. IzP <C .D y [.p ?c• OV 'D . ??OCS a ° ° ro Q t4 ?j c os °^^ on -?,E: cs ° ° G c R^ ° c ? A O , i ^O ? ' d o •in el V O 'o y U 'D O?.p R - N O C •rn.-. T C C U el N Cp._ pGC`C ?'?C c,OG O 'gin c? ¢ U r". •c en o ,^ ':? a' ?a n.?n rs p o o cn o g z? Z:.C a v? U - o U M ??i y+ua M u ? z x o Z'ooj 3 ¢mwaa na V A ' !C w k e ?. ANA "lloEr.-- Iva /YECES_A.Cy Si!/Fo,Cy.}rioL?: 1 ST.Q/NGE..CS: ? BA56-(%?/`CS/HE/6iYl ?nclnt)??fiITE.PLAG; ?cuGl.As Fi.? '?.'. Etc/rT?ht/v,) T/P ?^? s/?aS?A06 ; SELECT ST,FYICT, Y0- OF L/nE--< OF JTP/JG EfS TYPLG//L -5''WI-Vd C,'Y- To Gle. ' /O/AX, sNAN LENGTN GT.c To GT,r of 6?A.?'i?'<s ?/?G7<) BECK : TYNE T/(rc,rN ,<s ?/MC?ir ?„Po^pmAr+ HJ/cTN 54RFi9c/NF: J7'?E TN/LK.vESS ?ncf+tcJ QES?-?-/^: E ST.C//Y6G'L -544770 LOJJ : r ?+ G4LCUGAT/oN: PE.Q /NA'?/.I.YIN? STR/N6C.C= ?, OEAo Lao JTX'/NGErCS: ?H(/nLGes? X g(iK?CS? kp 35 = ?b? ? s{-a. ?d! Z ??YE. D?nclrs? )JC 0.Z7 ? 06CK: 77.ier T7/ttCNe:y' LiKLts?X¢/r/ r r t Cara S?/: 4i79e 7*4tMeSS fe?or X = u ?--d5--/n:/ae?rfIV,' 7 /79 x? z s?e 3ne? SP.9UN4/i?J / /3S ofcarycfarirrJ? /Z ./as- /.,.7 , SURFAC/NGe4eAwlww.c);rwlekNess _ ??rcty( //-67 x CG/»vC?1. TN'/fX/less ?NC/i/s?X? J7?/.vf E .tPAUrvG ?'.) T rW X;1460 Lao z OEAO Lc.10 MErleNT: X (_)XO.cao/2S = 7b7AL O.L. e'/y/y) '914N LJFYaWe'lV) , SI.P/N6E.e G f/AC/TS': St*crroN Mocvcus = _ g C rot ••'u?rcn. au? Solid ,PL•c% u,/or : '?-' a??? 7gomf aLr,?c /lhtr?reslAxis (.t/,A-)j ?araX. !j H- ?e s-gNL Ctvr?er r. f sy?.• ?m /gGnuf /V3 N'- p O - Sa/rd Circa/or i 0/11 r & a Center rtJj/rx..s?riGaJe/dnt suA.; f3?/rror. ?/O ?f ,p X-O IYO # Ig`?r SELECT 3T.?llCT. /'vb. / ' ? SNU6!/TO.CY .fltr/NG p /_ L k:.' d /. ss <rs r ? ?' A . OOU6. Fie I • • LPE.C 177NG ?''7/NG Z. ? Ksi /¢ .CS<' S? _ ? o. 9. K c GeoA.e TNVcu7AdY k%tmw ? /./ rsi a w r re ? 0/'E.f/1' P'NL ?P/YT/NG /.7LS,v ' /.ZS ,era ? ? C/1PAG/TY = f1LCOwAOLB sneESS x sECr/oN Mooucus ? ttTANENTaCY'e.4ec(14}T/ON ftOP6RAT/NG?CigL4/L/fT/off I q t? C/7PAGiTY: CAAACirY: ,+ _ ?rKS7.f6ps)(sEL'.?nO? (CwrR.sre,rCsdc.ilrao '?'??"'?_ ? ?. - t SUOrA'ACT ?i1o 444 IV4vdvTr- K"?Y SUdTRAU OB/to cono /yaivBM= K-Ff. i' s u AVAILABLE TM "VE LOAD K F+ 11 VA/GABLE FoQ L/VE LOAD.=. k-?f sv k R. GALCULATtrovs Fo.e a•e/ae ?'IS A uv/r:, - Z'NvE.v7aPY o/JrR/eL-n?N F?rcm,?s: oP?AriNO D/JfR/DUrin,N F.gcsc.¢?: r? ?UJ6 JNE LA-C VALUE r.W 114aD44Y54- /$) 61- ON6 LANE V/4LUE'S FWFALL CASE, ?U_sE /AGUE G /gdoKAY > IS?. rr -__. _ i T/i O til41G O/sn. FAc7-,R ?u• 771G4E Gnv1T. rP4"Caul. anew..aimed edam a..le.w SddmelMsmd for oo. for two or mom Kind of Floor on. for 4afflc tan* traf0e lanes fOclane tn Tlmber•. r S14.0 S10.75 Flank .................... S10.0 Strip 4" (101.6mm) Wck molOple I,y,r Ooon or 5/1.8 S/1.0 over 5" (127m.) thick ........ S/4.5 Strip 0" (162.4m.) S/6.0 S/e.26 or more thick .............. S/6.0 I t S -..d. 6' (1.624.) y.e footnote, I t s .....dr 0.6' (1.081.) use footnote'. its eaceedt S. (1.621.) .a footnote. u Co-G: St6,0 3/6.0 On Tlmber Slnnrer....... .. .. 8/0.0 If S --d. a' US e.... d, 10' It S ..c..d. e' p.e2am)o.. fmm?na'. (S.oe emty.. Ioolnou U,e2pm)u.e tnotnol.'. - -- S-.res.[. Winter rp.cing in feet epllnee and downl.d umber Ooenn?.h U have the .me dlnrlbutlon as trip floon of .aw-1- thlck- tlti tkia aw the load on arh nine., a1u0 be the naeuon of the wh..l lo.d.. -.1.e the flooring between the Innl- to act u . dmple bean. Corrugate Steeh S/? o S13.75 7 Gere- 9 S/y.0 .FIS 53.65 /D Ga9G 6, as /Z Gaya -5/3.75 3 Te 1c L ZY, x25= Tons Type 3 _ ' 'x25- Tohs •,yocssa'T6/cT.[i`% 3G- Tens y?ce 2s? ?y??rrk t.c.H. _-x3G = r?nF ? ? i m? o - .?«nwnwwrwrz'?FR.a+4w? ?? 7? ?,(! a r? ?? f r w ??a,rf ?`? l i f ?{ t ./ i X 1 4 - " ' ,1 k a y 4" 'r ELEPHONE 616-764-8989 v? AF SAFE STRONG AF SIMPLE AF SAVING SWING-LO SUSPENDED SCAFFOLD CO. • P.O. BOX 128 • COVERT, MICHIGAN 49043 Engineers & Designers of Special Overhead Scaffolding FROM THE DESK OF: Stephen Leonard TO: Highway Bridge Construction and Maintenance Engineers RE: Federal Budget Cuts Gentlemen: Budgets have been trimmed to a minimum - labor costs have skyrocketed - inflation has caused a road block in highway construction and maintenance programs - let SWING-LO help you reduce some of your costs. We invite you to study and evaluate the enclosed catalog for the economical advantages that many highway maintenance departments are experiencing with the use of Swing-Lo Suspended Scaffolds. Then, read the attached survey, by the editor of BETTER ROADS, on how one State Department of Transportation reduced their maintenance costs using Swing-Lo. Swing-Lo Engineers are working constantly to up-grade our equipment to better meet your particular requirement. The enclosed literature on Prestressed Beam Applications using concrete cable inserts for our Cable Scaffold is gust one example of our efforts to provide you with a safe, flexible scaffold that will be easy to erect and help you REDUCE your labor costs. All of our equipment meets or exceeds federal and state regulations. May we have the opportunity of serving you? A marketing demonstration, which includes an audio-visual program and product models, is available upon request. We are confident SWING-LO SUSPENDED SCAFFOLDS can be the SOLUTION to your over-head needs. REMEMBERI Swing-Lo starts at the TOPI ' U :._ CaFFOLD Yea ?DU?TF7Y If14TN " 70C p N0.419M A i m r?? CAUDOT C P 1 _ rew aints Steel about 80 of the Swing-Lo scaffolds (. - Bridges in Uni ue p available. The procedure is to awing he cn s ten ary about but i a q rogram gthfrom one cro om one cro beam n length f ssbeam t£ and and extending the full length to be b l lth the nution's bridges, in- The firstcout is a baseofor anic zi W o fed to another beam. The roller i d S g nc chiding Overpasses and elevat- (in instances where the unit's condi. equ ppe wing-Los are placed on the cable within h t _ ed structures, deteriorating at an ac- tion calls for sand blasting, two base l ti eac s ructure bent and 4,000 Ibs, of tension is ap lied to ce era ng speed due to a number of coats of zinc are applied), which is factors, the manner in which an 8. followed b i l p re. move cable sag. -N§ kw; y a v ny wash coat and man crew operates to keep vast areas then by two coats of exterior steel f b id The cable is 5/8 inch plow steel with a 41 200 I6 breakin t h o r ge steel from corrosion and enamel ... color "blue light." d i , . g s rengt . Tension on the cable is h th h eter oration merits examination. The painting is done on a 12-year W f suc at t e men operate with a safet facto f6 - e are re erring to the crew head- cycle with continuing checks to lo- uartered i S F y r o , beyond OSHA standards q n an rancisco-Oakland cate any areas which might be cor- for the California DOI' and headed rodin ah d f th h . Planks 24 inches by 24 feet are laid g ea o e sc edule. Giolitti up by Jack Giolitti, DOT structural says howev ft between the hanging scaffolds to _ 0 , er, a erns much as8 tog steel paint supervisor. (see photo) years the t i ll b l provide safe and solid footing for the . rus s we e ow 1/10 of I These 8 men have the responsibili- percent of the total ar painting crew. The scaffolds lock into ea. ty for painting 5,500,000 square feet Maintenance of this type is position while the painting or other k i ofsteel supports and beams underthe costly-but the California DOT's ex. network of i wor s conducted and the lock is dis- engaged when thescaffolding is to be expressways n the con- pense is substantially less than it moved Bested metropolitan area and in the would be if conventional scaffolding f . This same roc d i f ll ace of heavily traveled cross streets were used. p e ure s o owed in h b ' 5 ff at the ground level. About eight years ago Giolitti dis- eac ent along the 600 length of the catenar bl d h _2} s a f y ?` • An examination of the procedures covered Swing-Lo Scaffolding which Giolitti and his men foll i th y ca e, an w en all bents have been completed, the scaffolds > mj ow n e eliminated the very expensive-in maintenance ofthese structural steel terms of l b are removed, the boards dro Peed to . ^l= _ a or costs-set up and installations reveals that there is lit- knock down of conventio l f the ground, the cable disengaged, na sca - tie likelihood of bridge failure due to foldserected from the6round u and and moved ahead another 600 feet. Gi li i • p the causes which , generally have he developed an interesting and orig- b h o tt uses n cherry picker for hang. ing the cable and the S i L f ,p roug tabout the deterioration ofthe final method of cutting his operating b w ng- o sca - folds as well as i i th l ?.? ridges in this country, costs 6 Y approximately 50 percent. ra s ng e p onking to the scaffold Before nn y paint at all is applied, The Swing-Lo units are versatile, the enti t . This accomplished the che t re s ructure is, according to mounting on the flanges of the I- Giolitti "steam cleaned 100 er l " b , rry picker is removed from the traffic tf' ?.' _ , p cen . eams and riding on rollers; a The next step is to remove any rust scissors-type attachment o lanes, when working over a cross ; r mount- spots, no matter how small, and the ing on a cable with rollers street. Nor are there any dangling p 4C£. . beams are then ready for painting. Giolitti uses the cable system with rapes or other equipment to interfere with the traffic flow. The Swing-Lo Aft IM KKI?,.,q l PIS V, . 1-10 ® FIVE MILLION SOUARE FEET TO PAINT. This crew in the Cell- t 4 f jay rornla DOT work Ilk. a Well-oiled machine loset bridge painting ??t'• -so s44 ?, t 7, o records year slier year. They are(slanding Ito r): Rick Caporgro, 1 a Olhs Anden, RIII Hall and Lavelle Brown; (seelatl 1 to r) Oranl -._ I ,,, ?.3• y? Nelson, Alan Davis. Supervhor Jaek Oloiltllholdinge Carllllcels MAN AT WORK-wllh solid footing oa Swing-Lo sutt of Merit from the Dlalrlcl Safely Committee forn0accldents,and planking. Note safety belt attached line securely fastened ,Seat. .n `r 7 Claude Smlln. folding Is securely locked Into position. .' iW' r y ? t Reprinted from OQTMR ROADS April 1900 n i r t.1 tL ::1 7 1a ; 1 L 'Irk :1 IC'A k<'. ttu W?t"%^^';StMhf -:.,M ?.? . 77 2g. ( I f ?" f S q t a4'r i s ? 1? r r ? '4 , I C a CABLE STORED ON ROLLER-for moving VIEW FROM THE GROUND-showing a from one set of bridge bents to the next. pair of scallolds with work planks In pool- Motor mounts on end of berate held by lilt lion. Each bent hes such Installation which _ yrtrucks while air powered molorreelain the remains until all bents in the 600' cable ,•.&, cable. length have been painted. - - - ?!?! f units weigh about 53 pounds each inflationary economy and one which -? and are 24 inches wide to accommo- is borne out by the productivity day _ date the planking. after day of Gio]itti and his crew. _ Giolitti says that because of the We asked Leonard if highway de--;tom _ l flexibility ofthe Swing-Lo System his SCAFFOLD MOUNTING METHOD- partmenta were taking advantage of Ek crew complete as much as four to five shown here with a scaffold on each side of the plus factors of his equipment, and t sets of bents er do of 40 to 90 foot the bent beam and roller mounted. Note fv' p y cable goes on to the r ezt bent Through he replied that many state and other a length, with some running as long as drilled hold In the beam. governmental units were using the I11'. scaffolds on an increasing basis y Virtually all of the paint applica- of different construction for special since the timesaving design enables t? lion is done with hi -solvent nylon requirements, ladder clamps, beam the agency using it to amortize the rollers with a 3/8" nap. Giolitti clamps, parapet scaffolds, guard rail initial investment in a relatively proudly points out that his men are so systems, attachment for static cable short time. _ expert with the tool that only in ex- safety lines, and a broad range of He pointed out that states from lremely tight locations are brushes other items as well as special fittings North Carolina, Virginia and Geor- s - required. These are not conventional and attachments. gia in the east to Mississippi, Ala- e 5 "' brushes, however, being "gooseneck" The company prides itself on the bone and Louisiana in the south, to ^ k' style. Somewhat more than 500 safety ofits equipment which is rated Minnesota, Wisconsin, Iowa and rollers are used per year to apply the well in excess of basic OSHA and others in the midwest along with de. 9,000 gallons of "blue light" enamel other standards. All ofthecompany's partments on the westcoastareuaing "S paint. literature stresses safety factors, find the units basically for three reasons: We talked with George Leonard, written safety procedures for equip. its relatively low initial cost, the president of Swing-Lo Suspended ment installation and use are minute dollar-stretching elements in time Scaffold Company, to get nn idea of and emphatic. saved during its use, and its many the extent of his product line. It is Leonard says his hasic slogan is safety factors to prevent accidents extensive. In addition to the scaffold- '.Designed for the Lowest Set-up while in operation. ¦ ing units Giolitti uses,there areothers 'l'imean important element in our `'J t d v r, ? t t4V { - e r ?Wl w yyyl ' ' r ? I,t " 1 i S i [tf 4 tip l - ?? {+Il t t . I ?` ? yy?? ?vF. { t ? ? ' ? . 7r J{ r ` ? N .?•.??!e _.-?.. ?..__?i.a.... -.vim ?.? ..i?_ Ilk, 'fm W -W zN NaW >', m V? 0mf, 0 Z2.- aW J ? ?O co) cna r A ' Vl CO) mc 0) 1 0), 1 N Y C N ui V > d ? "Y m N pl ? N 3 7. ` N ? d C p 3 0 •? ? m _ E m ° a ? ? o a o m Ow = y m O V m h 7n > T 'u1 r N p N > D o m E rn ? d « L T C m 0.5 n O m._ N O N 6 2 D .r .O m E5 ul 0 C E T U ??? Y W k y y` r J U L m m y D? U N y m M J> p N C V n J L ?m U N 3 ?`1 p?01 comENCO,.E 12 ? a m w Q ° aU ? moo 3'_' d m m m o odoD «.. o « ? 0 3 m nd>a•> om H O W L ? N N - N m p« T e d U m E d ?i « U N C rpm C ? D t mt = N ` U > O p-D > - p ? o ? tit d a m ? 41 ? ? ? y C yy.-..c mCp VY?-m `m m U C 3 y m N t Otnn ? U fn ` C U E N O. mocm•-o'a ?mm 220010 « • m.mc h•m cF m. a of u) o E= :n_ N a O C Z - ID - ,? U U ? .E ELro EoC U_ c o p U p - o c c n- m 2n c = a O E '2 \ U U L 8 / N U ?, C p p C j, -? Cl cnn '~ O U N or Y N L Q oQ ° U? i u nD E ?6 O p. Tl , U CD r n a C 0L pp?U O ? $'O? I_- ?$ .t?- U N f q? O U G? O f 7 f Ci ,[: cnUS U ?n Q a' l91 N n. _ m omyroy o? 3«°v wo ?y'^?c 3°v e'mN`a0o o c? C O d? O x C x? E ro m N ,Oa?ca '?U9 UaUw°o c ULjC3Y ?°?? A°1 Ea d m- ro r° C C A U._ ry O C E3•y«o'v '-t uoim Nvm??a? r`°«?s= roEd= ?D°dEm o._m s ama? dmy3 m? N 3 ? m ro o ou a o-- o- } ___ _.. .. .. ..._? of ? i 5 n m M. r. 0 rE dwo mnN> ;. m V E O.ca E'm 4? ? ma EEE 3E O u:.2 mm umN S777 ? m °va Lmtmc a4. wcn ??=mUa3m -i m?¢e 2 m E cco JaWV a cc OJ ,=,cnO15o 0Y,,$5 U)ac«'h Ea nu ?NNy i, '=30 ?om N rv n a ?m?o«mWm m m-pjPI 0 O d?ac„ m ! o E =1 m - Jamy WJ mR°a'u'mw O°° J m(AU;?i.E.. ?NNN tea,. `.UN Oa rn? ¢ ? ?acm ? CL d ?,m? .w g E=? U o 2.9 ti ? aoW?o = W .« °„3 a. m ?mEft= ¢? «LUmma rn O 'm o o c '-052O > W mEg 3c awu~i Q'?m? °< - mm =(q , 3 -U ¢ QX cevod wwN FW m Zp xa "rvm Z1d WfA f. nD.U w N ,e? W 2 G. a W lal l?L Emv6 M Jk_g mmc Ve N ,=.5 Fv c 31 WVlroooy Est =^?°? VW=E?? y?af'm?F U, inn mCn --Emm° Q fA:O c3mca ?T' rn ma O_J'??Ecc QlA 0!?'n: E ?, A**o9 I? F--a FUm O<?R? O JU?`pp? mt'cy O r/,mdim ?OmON Z w L aa3???? N d E IM 2in aOo om Z Y ?J W> ecSa?o °mm ZO °N 3W a'a'n ,?La m?adnY.add !/)v¢O 6oc w NNNNNN NO?V? =c?a ?o 3; =t3a= m 3?mtn 't s??[ y m .I Q. o Vy ad:a.-°.v F?E W? m?0ro'va R,? I O C ry -0 > N N L C y d=aa 2aNri. U L ? O ? ?7 'm'«o m`QOa N I = a- ro m ro m3 "? ro .? y m L N U; O a`, .9 c c 0 o ° a O m NEt cy E m m> V , I = Uu° mma i ? myE'- .0 Oy Y^?O L ? 1 0 0. AC OO=-C I ,, S d N?- O I d W m d N 0> a Y 3Uxx33 g 4 r y=F W a W aLm ' a°m ac?103 v ., y ? ro ?;Uro h O cEy?cu oya>uN cc _ 0 Cl) ?aouyn= O:. v m U .?.?, y o .... ... ...... ayc m"o2?3 _ _ - N NI O N O NN Q ?? o U '. ?a0ro Soroaa NL m rn nm ro a - NfpLL ErororoOF ? G da O HG q?^ G ? M ? em O N ?_ m ij ji y n o$ a '.? ta II Q rt N W y ro 0 - 4 -o -8 - ? a, m rn Z c H . - E rn b a ro 3 2 .? o N . ak w°1 pc J 11pp y '? a - ? ?++? x •- ^ ^ ??LLr, S O z m lv m cn 0 . , y l W p ¢ f0 l w'?-moue 0 .. C.f 5 p O U ? . ^ N N i? E O i,? 1tl? = EW -V Co ?cn in aJaWw? C Q U w a 0 W W Z y J O O O Z CO O H f rn y Y 2 3 a c m H T. s o. `?tlN? 1I O V T (a O LL e3 cc Q1 O W o? Z O. R. y O N T C7 G m O y to aE2 AA,, IW `Cd) 2 W I _ N V, ? O W y J C_ J? s'?AA O V/ AI Ow CL A V c c c m aw mw E I Go A w r a ITT TE d O v U H d O y 0 Y C C d d O 2 a 'O L- J O Ol ~ C N O O. « O N N N ? 10 N = « QI d aLN ?3p not y- a EJ rn E N O N ?•? a c U _ v 3 '? Ana m¢ m mE;n m ? m U n m` v m °E° o0 3 y v o c > m a _o Q J m'o ry- y CY ?„• Lo °' 3a?i `O 3¢ m5 v?a« U N C d°J,?- d N c E oTtO•m a« m... 3 dE ? oic- J m T camo.y o,day Y m c T> y a a d o-'-r °.Jt a?w C E N TwU.. ??... O C? y y O N a TN•_=3 m > ?' p•> U t9 _T N « E ? U « w > • N C ? O O D L? V y pd E m.- T rn 0 0 0 d d U v?acaHOaw Eoc='Emc - 3. .:c a m To E3't0 viro N m o.E.-... o vi c d a rna ? Y y O Oa,C C O o U N U > m 3 m m d w ¢ O C C O N O Ept Ro ON •J .T.- N'.. ..• UL nC 3poNLaooa U)ELL 3 om 3am CO? h0 ® /H >; m? ?q g LU 1' a) q R 12 7? 5 N • q ? ? I .t W ## m x a•,?-ZCCb0yy°-qq p« WDFO H O - E nn AMD, r"ll _Jaw? I ? for W t/ N N J V ( 1.7 N c uS E........ H '. cc N J m Q N N N H O N V h L I 3 ?585? Eo _ d v ?.4 ° m v O.N 4, UP; m uq»3a .h v?mm'.?m .yr?{ W ws - J q•' ?=?? ppp F •?? R y q- V ? Nb O yuy H?LL? N ?NNN? F?P ) 1 l E3 '° E???m NqN ?x,??NJ ?o?°a??oy .? ?y;+ YhE' ???V 6'?J-O'uNCy NU?WfY.003?? MJ t '.i h =g.Er yyF `n xo,o?? vyi2yl qy? #" A ?i ? p?? NScic?`=?oE'?Fq Ju?o?oSN' ;? p?n v<8sm?8? TM?N.,.pp CC gv .711 ill:11''. P r 0- 1??1111i?ile ? _ ; E ? Y? J rn cA y O C J? C" c 0 0 36 W ? CL . oZ , ? Odd y,. ?"i0r .O0.. C C; -R lt p.-?rq? ? W ?+ ?'?.C7?N Ll rJ E a kti ? k;. ? r mf.7 00 ? v? m wax ? a t _ c o.p f a., ? F 3 n fad ?.. ?? RY1lrYV ? ? ? E ?a 1 m k? d oll 17- "q -+ Off ?T?? ° ? ? ? a OC 9°xvon- I. cn._... L c ¢ LU o? 'f ??u gU'ac, a2 I,1 E ?q..r UU ¢m II ,7i ¢ ?wzw ?, II U N mo 3 oaa0a II oa OQdUO 3?? + v"`? gwamu .I 9 ??3aq do?3? m t 3 a` a U ¢? N N N t T p ? ? h U. M 4 O 1 ' W z ` ?h 8gy 2 8 y co lam' .F ? T 'a?m,C'R'n3 J .? P. ' a ?^ J Z f u co w fail ' ? t?NNNNI?I ? JZr??F.??•{ ? I N "H N Y W J ? !`MwY X C \ u7 ^ O ? ? O ? ,\11 .p ?' J y? O O ?? N? • O ?O?o oon ? IPYu: r < Qm ^ K ?H w F.[NyNNN ? p? I. Y f tart[ ip ,° ip ,p Y.' ^ F O O .?. O gKOYYYYY ? JW ??m$N ? ?O ?..? l ;. a'. S'o ?q w ?amumw I?a%t^$rt ? a. 9.' a+. ,t. do G O ???x? ?O g 17 ? y T 0 r z30 'b 4) li L^ t O N C N ? O C9 O d vi U Q L N U Cl) 0 N O'0 U H U c N T ° O '° MUNCS Z a) 0 au°'4 U3 0 t 0) LL E a w?? Z O a . ¢ G)= .g =coo `E 0 ?=r3a°i Q ° U On =03° h 0, .- ? o U Z 13 ? 7 on N C 3N.°.Do C n O O p N -oUc o m N O w U E 9C )-d c N'?^-25 romCL do°'E a ? a) d ?y?oao 6W°,Ea Kip U D°0EE M0E00 a?onC o-us a,m -°y ° $ T O O m L^ O U pOmoEt° a) 0 OLL 0 c a y m 0 N Q O c 0 a,. Ur°1cn3o? o- N U C O O m (D °0° Ucn3?a0 O?Y ? r W, C6 V CO V ? Y y _ ?• W y Z rrw,.. C4 V C C6 CC4 r, 'h cm O a ? C n G: t s i 1 E Af i Ny $uV ppa apup ?U/7 f? TJt 3]?4b??? S wl. - yF" CI Off` 1 i61 (7z Q¦t??mVtvg y4u Ex ?t} c 3y? o° o`mv?; a `0 yoK ? ... Ai A' N r_ E?p_ _ a C c E c p a O O ? H ? a 0) e ' ' N ? p - N W 7=, ':-g i UJ Q;g:H ' a CL C) V c£N6. 0 E O O H o c OUapOO 0 E 7 N 0 V ?E oB0Qa) .aa) Ego < On p> c E u E api "p O m ? Q aUo?c p E w o ? Qpa)?Q m= > o cc c> 3 > 0, cn <n 070 lqz- m a) a, r d z4, Zn c O " plcv 5 O O 110 11 c>" ¢E?UD?op c°QEo•To) (7 ° y SD E E a Z U m a) = 'a n a) 3 O : oa?m ? a-0 Q.x 0'0 O 0 7 w3cp,( D 0 > o c QU n 60 h'O o?° > Y m OQ? `p O N m' S Q z Q O O O 00 < 0 ?•l?t- 0 0 0 0 c 0 a Q U Q O O m Q ? c O. ? C Y 0 0 9 ?9 F}-•UpOU Z- LLm`D^L-•L w N cQi? C a) ? c -co, 0) 0 U a) 0 a) a) C ) V Y Y Q- U G G G G 6 G G G G G G G G G G G G 6 G G G 6 G G G G G G 6 G G G G G - - - - - - - - - - - - - - - - - - - - u 30 IAMU 'l1 P J 0 - - Y H V^` 4 Y - cn 0 0 " J ? ? L= L Q N1 m 0 c7U Vag g'a Egg aim N c o - c 0 c•- E _'9.2 t 0 a ` E a L E m. 60 U -2 2 'j Q ogtg?o C? I c E 0 E c ' a?SL o'va? 0?. -b ow '-0 o 0 cL .2 C!? 3 o">- H- -5 E ,g , > a00 o_-= A o = o rn'c ?>?E? ion, p .:: N a c? U? O •-'- E U ?: 0 0 0 > O Q O N a)app12p?000 Cva)i QvUi O 0 0 ID 0= E2 0 c 1 N O 0 Q m L E ja p c N Cu) 3 0 ? 'D 0 '0 u Q ELrnSLmBE °+ '0-00 2?a 00Eo Nw D Qc 2 0 u w E- a ? 0 CD 0 c m T 0, CLM c a, =l, 5-0 c E am ?5 00 °>=mL L11 aauu SCAFFOLDING EQUIPMENT y BRACKET AND SAFETY RAIL Designed for scaffolding requirements in nuclear silos of generating stations. TEMPORARY BEAM CLAMPS ? 4 ? . GUARD RAILS Heavy-Duty Sweetheart wide to provide Designed for situations Claw Clamp (1) and stationary support for 5 where walls have not yet Extra Heavy-Duty Claw suspended scaffold been erected, yet a Clamp (2) are used for assembly. guard rail system is required. Can be used lifting or critical positioning requirements Adjustable Screw Clamp (4) is for to meet safety in plant applications, semi-permanent requirements for open erected steel girders, Wide Flange Beam Clamp (3) Is designed attachment on beam fl " " or concrete floor slabs. for beams from 4" to 20" anges from 6 to 12 wide. Our Full Line Catalog Swing-Lo Sales representatives have our full line catalog, containing all the various occessodes and optional equipment. SWInM U S Patent nmbe46 His visit will help you provide safe, sure, economical scaffolding for 2987384. 30B2843, 3159243, Otherpaients pending. any work situation. S calottllw tfoldi Is BL listed-number 419M -Lo EAulpment For detailed Information concerning Swing-Lo Suspended Scaffolding, Swlnuu•Lo Is a member of SIA IScalt ld I how It Is used, and where to buy, please fill out the attached o ndustry Assoclatian) All products are engineered and manuladured In accorda post-paid return card, < swrry? r MKr? If your need 15 immediate, nce with OSIIA Standards, please call us at (616) 764-8989. SWING-LO SUSPENDED SCAFFOLD CO. P.O. Box 128, Covert, Michigan 49043 Y Y? ` y`»rr' r Ny raw .nr7i'vv 4 r?"9 1ky'k'Sh?a1'y9'.?;? n r 3 r i ?4't ? 4, t ? d r}?g1s{7'L???r tiI ? t ? 4+I i ?f"%' I e t !;Ff,?fS? i ?t?tr;•Ili i>, ^? ?'1.,?, r3 r t + sk %I? ? r t .. t .l 5 ?lih ) r? ?r,r ? st. t .•?I +rll??'t,, ? (? ? r ? r ?FF4U+! F O G O a y? a y nn® W -Vol awt U w w ti. 0 a. 777 ?{1 ???? I w m p 1 ,, .. xv ?aE„ 91 ?- n jY? V c :C Q d B s d uj, v 10 O 4) a U) m 1+ i 4 0 fr? ! S a Y p 1 T7 u°mo¢ Yd ?+ v9o°y -J p o 3 a G! LL.'C J C 3 Q ; ® J u o w a ¢ m o E ..rye ?y,l 2' •x h?, y r O LL 7 m rn n V tt' p M o• „ p E 3: .0 fT U L ?. r1fi t) J? 1 }y?j? _ ?' ? p` 1 ffnn r b .+1 411 1 n) a m t u) c^ c o i,l { v :? rn rf, l _ s > > 10'm m m ?, u7 us o, m a ? ? 1. N,J N?p ? A UI . m ^c oEm ?100gO7 co ymnc p C L-?d.?JA d 6 N d N n ?,1 C ,C .? IX, r+wtvn..cny O 6? O N r *a`•. ' ? ,m y N : - E •c -cNi oo uoi m a A r `m = O? cc w. 6; wm E o '7 on- an 'w yS'$. 0 c= -E-L E o y J N V N Iy r?qW? ?l N y p : W'u'?y 0 "'ate 12 o L m ¢ Lpco y V?L U cn? 9? c U L? o c, a' _dva E? t2 F2 oNn«c a ` i I" (/J.LO.IOV¢NfA ?i .? 0Lp..c''3 ¢c>>ocn cp- 'SYWc _4 • ?{r 4* fJq • 1' R?QJ?wyU ® S Ua¢? j® ¢aCZaw dorm ma.m ® o- Ij -gym-? ooEoNN?9 _ c <o 17111 ' ?.i. i° -? aN a.m (-.. 9v y- 1? air;f c a Q am m m /o O'Zo7 o c d I v A?m?pm`m Ncm ''m U ` y 'T E2 -2 % E:SaOT a ? Q NUOJ: ? J ? O) n J soma' v m°•- Nc ..?•? z6«f?•kf?,..i IOi. « a c a- E o LL N y 8i m a a o 9 E` m Q om" t0 > E ? U m 3 u _t L N U N y army€m° !r? Ua`'d=a' !?A«8 J N?"N•'-OLD D.C C".W QoDDN m CL .0 'A yC 0g G `ON C lJl1?gN EroEar aCl 3a?iQy =ui ? ? a m _ H 3 rnD d a m N a- ?? ? m m 'R rnm?N+LCN Na E U, F-rnN IM iitlz3o?8am a?s?v°ao OJHEm ?? s '...,..?,...... ._.-....^- w..--flu o. aT ,, ?.. r I`' vEiS,l1; ri7 zt " ily 511151 t •[1Lf1 hwu k`^ 'iY iiir LJ "co .?.//?? gin,. ?•?, \pp?[?! ?/ ??? L,;? ? N RR U f /(l .? ? M la 1 s r I?- r N ? '? V d'.?3 Y ? f0 ? A3 t U W a m y 0 U ? aa W 'mLram Ea: .cam N`m - G a rn3Eu mE :19 p; 09 l- n Ny C- N C N L\ O N IMwJ, 4lY u Wmomm« E Y_ o coiUo m N a Lr09cyN EU J ?aama= t°dm10«> Ua ? y tOI ;R ?CrNL E i..9 r. 0n_ E° a°'o ¢y?a?c o Nd MyN Ep?N,_ m~ u •o 3> L09 Lr E? M5 8 F <g? m?Na oEoa, tJn mr? m H S ¢ N o'E V N ?d?0? d rN'p ?(? 6 LL mLLN6 u. B2- Cn ENO ,Fj:. U) E WQmUp -1 n`m - H N>L `. Q $f7 OOa LLa?yt?I.r o`cc a M'H? rc? N ?wwNw> U3NL=?slta a°.? ??`Y o z.'-? z N g ?.3 a VY XU N oo epN ?"'• 'v• ?9 ?? y o ° a p'O _ rn h4E?Z. ® H?Ny ? ? ^x 4s Y U 1 .20 er 0 Eact o,r JN 0p v Q odo- N Or?y mm oyx; ?.U. O.d Nr Od rA NNV ?. J. ? a4,a/cc00 ag OOmrn i;? M ?? liJ z C g 6?` R r r >?daac? a=E ?...1 ry O 0 N N ?y.aoam9 O 01y? yE3 W m?d?C'ts F e?« imp # 1 N .I= E Q ao0 mya mSmm-S «° m ?aaLE?3o6 N Na° OLy A d ,- a[2,)'@ yL W xma H. L 1 oo 5.0 CL 0 ¢ y C c rn a o v) cl g m -$, E.?; rrr p} '3 r a'S U O V` W o - s '7 01 y1. i;1I'. . 0007«`JN? Q 3m0 V' ?7j/?I,1Yf ! rnr ?i m w c o!a O r0 E (D Cv -7 n a 6 N yy c U, .6 C6 6.Q -4 a 0 ? rnvo@m u C LL. &S w EN u 3 Q CL -5 W c v r 11 E ?y ac'?u$O W ?p CL Eli= eC aS a . A-2 ? O O Z OO?r vt UVt wIn 0 RytA O= ? 6 N 8 3 m W o r o c gs Mme o W 0.?^?1 z „?E or `-E Y 0 c r. -c.0 .w Vii'%: ?F d~ m d m m a ` m 'EL 2 m DYU O C ? x!1 C7 a=' Y :2.c ?.r a_, ??Z D C O y Y 1 1 P ?I'? 4 ,C??ytl??.Z',«rC'l ?CQ 'yJ 3Y? vI S •Vl N S V Q ? N V! 10 ? •? ?? ??,', ? I ? 14 0 CM a yy ?i ?? Sin. ,,. ? l~ .? ? ?k>`':9t 7. '5tC?'r :...e ? V? L f r ' f \ N 1 ?4 r Kq ? !. E C? S N. Vf \ ^3?. ?Tk? i ('?'w1'tt x ?F'?. F ??r?M1.CS ` 4 1 ? .,.z.,?, 1Q, $I r ? -}1r E .R 16, ? ?= re Q ? t f G 3 1 .s MIA i rr A W-1.?rv, y O d?Y tS's N aco E?3 + i N y 0 r5 u) ?t. _ ?d..d_N •?. I. r. . O C r s0 d p . - o E. t G, a.o Y Y? Old¢ N I, C C N N j 'O O • c OL o ~. O ? N t iy t 1? ?? ?`Of « N C 'c f 17A ou3 ° • ? i m 12 0 N } d C V Y ? Y f0 N t0 (d(,,?? Y U `? - ® ? O 3 X -'DC N N 'v 0 da pY ?' t JL >v! NN0O 1' A yur inJ d ti b?; 1,401 t 7 ? `t n y 4 l1 7 f 1 0 I • t eo ?rq pa rn c a 3 ....,e! V W W d N C N; m ?:9 Swing-Lo Scaffold adapts to various rail/parapet styles by simple adjustment of the roller/wheel assemblies. The finest equipment available... Swing-Lo Scaffolding means greater opportunity and success on the Job... and more profits! The Important feature of Swing-Lo Is that the complete scalrma assembles/disassembles Into manageable parts. These are ovally transported and need less space for storage... yet with less equipment Swing-Lo does an equal or better job. y • Highlights of Sverdrup Corporation's Work: Professional Services for Capital Facili i No. 2/ 1983 tes Bridge takes top national award Designers of the new $175-million bridge over the "- Columbia River near Portland, Oregon have been ..f,.l " chosen winners of the 1983 Grand Conceptor _?. Award, the lop national award given by the American Consulting Engineers Council (ACEC) in (. its annual Engineering Excellence competition. _ Called the first in a new generation of large-scale - segmental bridges in the U.S" by Engineering News-Record, the 11,750-ft bridge designed by Sverdrup is the culmination of more than a decade.. ,r of pioneering work by designers and builders.' The eight-lane bridge, with a separate lane for pedestrians and bicyclists, was designed to implement a process called free-canti(ever erection. t The processassures unimpeded water traffic n f during bridge construction. It also provides a ' .1. slender profile, a visually pleasing appearance and ® requires minimal maintenance. „?. .% Although the free-cantilever design had previously been used for large-scale bridges in Europe, this --?'' was among the first of its applications in the U.S. s Following completion of the bridge, Sverdrup project manager Jack Allen faces another important task involving a proposed three-mile ocean crossing near Anchorage, Alaska i i wr k .. t If - Burlington yard leads expansion Despne recession Wfocts ancf sollness of traffic. operational facditios and struclures (other than f f3tahngton Northern recently ri wh tt may bo trackage, and electronic controls) ? the r, ulrcvui nxlutry la rgosl sulglo un Provcnlent k. Prot .ct a idemiken pis year The largest single project is the devolopmont of ® 110w diesel shop for ocornolrve maintenance and a At an e I mated tot d co ,I of K80 rntlhon, 13N plans : rrvic nq. said John W [hand design/bUlld . toe p Ind mU mod""""' Je the I Ic. Idrt's al I; Project direclor The present rnaimenance facility Galesburg Minc s y,lyd dates born the locomotive ora f. N101 ;I I th nnm y will cover c nnslr union of,! new Other Svr rdrll i? 46 Ir !c k cla ,sda loan yard to rcpl;lcu.i heady in comUine all adfr Ilm rstr,?,tive hmrhon htte new work- r selV ce nee the 1940!; eywprnent shoP and it fluids -handling structure Und r one of It,, 1,,.;t d suln b r Id mnlr t to h,, rcjn -rk h;'!; al"!ddY begun Consirunion ,nvtetlr U m the r r I r cfu ttrY. v W ap will provide Ph ! aas will t .rlgclwod throughout the protect the m'! ,ter Plan design and .onslr.I of to meel the I h rv! completion dole set for 19135 Llrr+.? l .. - ., .... v f?,. cw '?SWaE a ??}:? °s?"h.,?.4 ?•s t?r'?'?.?t? -.._ ti;wu .. ''?',...w...L?-_ ", . e.... ? .-1?.----i,.??-`?.-?:-.w._?f a+.,. ?r??.,.?..,.. ?: m E o m D E " oaCO mf°iO_?5 -°°N m U.- /A C O? C O Q °? N` N O c N ?p oa`m NEcc'm 00/"+°"Ei.Hy° cam'?o ccE ?¦ .om?m °y3J ?dO1u?E?cm? 0. U ?D NO m ?L C 30,'a'Om LLD OE nm ?Oi909 CDV°?a._O ?N ?°1ma°NL 300 nc ms Umcn.a? .o_Z.nt m°°' ym/ m9LC m mm.. ?m m mam°m _"d9Nm scam °?`=m^E c?'NOZ oT m m gE9oc 30 3a?ma°m' m2D ?awo Al dp o c E E 3 o m o ... J L m a D ° Eo,w mm dc`°n too! a my!nm iV 'pmomm EE d°ocnE oZ? ?o day EcLi aEE 3U,0 3:. OL3 Zw>???35 c o m m° m mt E O/ ma mZ' cmitm? cc c°>o opt '2c wa 3m o-am ..mT -m c., y mmm o D /?wNnZm °d aiiN mLm m30 -oa W °ia_Taai o?mn cxy Ccm? pi°c S?mc" oa - E- ® ncoco c?a?ir ?Om E nodD E mEQiNL2 ?Ea?i vEi n3 _ ?o.m tO -r daL n ? m m C N f°J L¢ C m t?- V C 0 C N p VORN 0- ... c rE'c 'w m d': 5 c 'o o?ca'?3 •E yL ?''m ? cE3? nmct 0 Q cm rnt0mc o m?3 m T d O N E C.m= y° V O N L= d c: sh a.G V? E T N L 9 U >` V •C ' t Z. `° c c °L' '- E m° J Eaa.?od mmcm E 'f- cD tcE RV/7 r°°°o=E o'.ci "a42o boa c°?c 05i=a w I¦ 9 9 m ? ? `-m m m ¦ m 1On won mn iE'o.N o'?o ?o ¦ ?8o`Qc'cm o?w a°i 0' E D O 6 m lTL ° /NAlm, ? Z m 3 m '- -28' °° O O wW d td°'cc°' ?`3 Ho W C yC -C J?.Cva`opp 7-a 2 > -P, N A a a OI V° m 3-mmoy=.. E0 '5. PC C ` ELNO3E pa Z5 22 18 W' A4ioL°t°` notes `nEoo o=°EEzc m?0- E° 12 T U A O C C Q? Oi N vpc9p' FAQ roc 3 $o 9.?gY M'7 T ?EpO it m?00 CcU ?gwYacax E2d23 $?a= .? -° N Q ?- u r C -E ° 45 Q m .5 03 E.0 Fa 3§0 E S§? mEUc -ic, n ¦C 3M€e s gqq? 3 E C D E L C d;^ ?J g c°3$a g$u 2 o'i ?04D V, C 44 2 8C 42 C r v ?m yymnT?2° 4m?: vQ ¦qq® 1$ .c iyllj - if. r MI ?? ?!':. mtt. b¦ - OR P? N ° ¢mc ,°oE ny cx m , /A L ?mo aD,.,?!?? minty o`c Em mw c W/ cap ymL?=.' c'aoc ?4ami asC E°r T:c) '5 c; Ec -52-0 mEoa?° -.-z Na m -ia w-3 m=m Em¢?a-°'oL 1dp d a mote a c C o 3 m o o > t v ° ova' n my-m._ mmmm ¢ d m aaom`m ?p Epp 2 no 0-2 low 'om 30°? =mEa ,?2acd cammoa '?y?c ='m NNCn Na oit LL'mmc p>._?o= ??aa d.c mom' •-cc am?a °°zcm3 2 CO L...m ?n c.E yom ? -o- fat E=, t'nEyw Q do °c'.E omo!.9 rn.°°Em oft °i om mW n E J- a' c .? E E N m D mwco,¢w'o¢` O J2 C (NU) 00. 02 F O° m N O U 3 @ HE t boo NM o m c a a Not C c N oai c y c r?c c d ' ' m ' ai d 2 - E 3m 2 g E 17 t . ?p aim . cm Em?E m to`m' om `m oI/ D N N C i m C _ . .= m >, L Oi c o m° 'O m OQ" u N N t0 .... n > S T.. y N N d N p 2 ww,, V] W dmm ° O C - _ a¢S 1 E >c-'. umiE E yo ' ` a ' c .5 c ¦® m-m 2m°: 'y ou oQ ..cicv 2'a ac m ' m N ° m O . c a ] mc Sc f0mc v c v? m p i o' mu? O y C N O 3 C LD p m C - > Y 2°nm oROOmc 3E o i2 o 41 mkt $cN .m? ? E 2r12 cm°s ° `coa ??c'ocd -o mn ow 6 c C mmm m 3 .2. c c? c ao Lc mmt L C '? o iD i a 4 > 4 $ ca ?' 3amNL >' °e?G $c aoE' : ? buE o. c3E L cT r-3 AA ANN 6 ,'' ... Q ¦ C m v c4'a'p--, Y Uy C(X r?z?ti W P c ? v qy?yq } , I k Sverdrup ??. Stroh expands with new technology S i When Stroh Brewing Company of Detroit acquired decades ago. They consist of common brick lined the F. M. Schaefer Corporation brewery in with fire bricks, and must be massive enough to Allentown, Pennsylvania, it faced a difficult problem, support the copper vessels. ' _ Stroh's reputation is based on acentury-old method After a thorough analysis of the Stroh heating t# of brewing in copper kettles over open flame. process by a team from Sverdrup's advanced Schaefer, on the other hand, uses stainless steel technology company, engineers used steel for , vessels for its steam method of brewing. When the furnace construction, with modern, compact, adding a new Stroh's brew house to the Pennsylvania lightweight fibrous refractories. Stroh retained the P .r plant, the problem was how to duplicate Stroh's use of copper kettles. traditional brewing process using modern Following adjustments in materials, modern burner X materials compatible with Allentown's state-of-the- au? technology was applied to produce brews with art equipment. characteristics identical to their Stroh predecessors. Stroh management asked a team of Sverdrup Anew Sverdrup-designed control system with three i A Sverdrup-designed engineers to apply modern brewing technology in automated control system different programmable controllers monitors brew a Y order to update the traditional process. "Precise - assures consistent brew type and quantity from a central control room. - heat application proved to be of primary wee Existing control panels for the Schaefer operation - quality for the expanded importance," said Don Zimmer, Sverdrup project r brewery. manager. "When we first started, we didn't know if were also modified. Both systems assure k7 a continuing brew quality and consistency. - F r the furnace designs could even be done" The Stroh brewing process applies direct flame As designer of the original Schaefer facility, through a furnace to the bottoms of co Sverdrup provided complete engineering, peer cereal ks kettles and wort kettles. Hot flue gases then circulate architectural design and construction management for the new brewhouse and process modifications71 through side passes built into each kettle. - The last furnaces of this A fast-track project schedule saw design and 'a5 type were built several construction running concurrently, with con- Y;-.. struction under way a few months after design began. The project was completed in only 19 months, without interruptingy existing operations. - °' rr Sverdrup BULK HATE 801 North Eleventh U.S. Postage SL Louis, Mo. 63101 PAID SL Louts, Mo.7. ! n.R Permit No. 3829 q k ?? JEFFICOUNTY DEPTTOFNPUB WORKS '. qq COURTHOUSE dt PORT TOWNSEND, WA 96368 t i ?5 • ? f 1-0 c dV`?j + i* rvrv ?n ??" S .II ;-5•sf -f 1' r Y ?j _; 1 T ! '(¢,?1I5. r?jYr. - 1 p '? y ,1 ?v t -s M I. f - Ora 4491111N 1 1,W I VV wM,t ?.I M)1' V ' 77 S 1 ' fV r??- I[]I i t ?.. ?,. V :S II t tMYF. ? ? III v Iph S v Niedermeyer-Martin Co. u Wood Products Since 1920 October 19, 1981 PLEASE PLACE 0 U R NAME ON YOUR LIST SUBJECT: PREFABRICATED & PRESSURE TREATED WOOD PRODUCTS - TIMBER ?y BRIDGES, ETC. Gentlemen: For many years, Niedermeyer-Martin Co. has specialized in the supply of PREFABRICATED & PRESSURE TREATED TIMBER BRIDGE COMPONENTS, SIGN POSTS, DOCKS, ETC. Our wholly owned subsidiary, Pacific Wood Treating Corporation, Ridgefield, Washington, is one a Etta;- of the most modern and up-to-date wood fabrication and pressure a treating facilities on the West Coast. This plant is conveniently located in the heart of the Pacific Northwest timber lands. Please place our name on your permanent list of suppliers of PREFABRICATED & PRESSURE TREATED TIMBER ITEMS. When your projects are contractor bid we would a reciate receivin a li t w , pp g s of planholders so that we may quote the contractors on the required materials. 4 Please keep our toll free number of 1-800-547-6952 (outside Oregon) on file for use if your requirements are ever urgent. x ?} Thank you. ' Cordially, E YE ©yEDRT 0. A Rober Gilsdor Sales Manager - ood Products Division. RG:ca Enc. - Product Information (Sweets/Piling) Inquiries Particularly Requested for unusual and Difficult Items 1727 N.E. I lth Avenue - P.Q. Bor 3703, {'onland, Omgnn 77208 U.S.A. - Trl. 503/287-2411 - Tnll Fn•c 800/547$752 - Tole. 15.1323 - Cable: NIEDO i W .5 N F'; t•.1 ? 8 4 r l°yl di k Fl ?U 11 AI ,'{k { 4 P'+r v ?ym?^n n •r-,»i ?. rt . ?v "?d A4 r ?} f - f Ill a if v° dta' ? R o r , .. .? " ? , u r 6 tq I Y-` ?1 1 1 1 j y 1 '' , ` f t L ??il `? Ir % I ? S !1 4 ^ Y ? ^ I tGl }y S" Yi? I fR ? ( il • +?1 Ftobert611adod woo jodu0 Traelad .,I Unlre eteC s P saute 2Ba-0llo a er-Martin Co. A ,0d Niederm Y WOO Si,c, 1920 s.A1 ?e, portleno.oll FrDroOon11212 11 T laool y11' N.E. 11th A 2e6T•2411 • IOW W NIEDO 0? ., . 1127 1eloDh°^17P7'IT IxoDler 2-g.- h Telea 15• w . 1= la 1? r ; 1: 4 ?? av3 SSJi A r ! ' G,: Y - L x ?J 1 1 y ? 17} lh {? 1?? ( j ? 1 E, s til+ ?; 2 r4 +?. a 1 F3?1 7 ?f . 1 try t I?w+ 1 yl I . t I / „ L 1. 1 ?? ? +? 4 tk » h 1 d ? ? r 1 ?1 J Y r 5 1 Y 1 ?'? 1 If 5 ? '' ?e ' ? 44 1 ?1?11 I. I I r ! ti Y Z ? I . ; ? ?? J . 5 5 1 [r d?//,ry, rr? Y 5L?4? 15?? 1 J61,R l' ?] ?, L 1 I i 0 71 ear - t - Sr , " ? y ?? { {j )' ,LQF}/> Cfl?f/C/T;' Cf}GCU/?-T/ON F4? T//yiE3E.e STLi'/ ,?! ffG.F.rt/Ly .Beixc.YO. ` •a F t{ GALCUL/1T/oN5 PE.Q /NLY?/GY?i{G ST,P/N6GK: ?? ? g 1 ?_ OEAo Co.e0 (lne4 ST.P/NGEr2S: 1A9 ?? X B?INGhCS? X`0.3 5 ? - oscC: 7?.,6v 7NrcKw?u-Cxcks)x -/' v _ Cnrrr.re. ? TN/cK•tE.s_t/..41.d)x?5? ?' - my dS?Vl: 4e 7h1445,,e s (.Sxl?rir/ue /%r 7 179 mil` sP9e+ J ' . / Q/OS?ilrr?lc' ?7tl. /O . /3S /8.S _ voFccrr2rq.a?ilnJ) ./Z Ids- /d. JuR?luNL TNiGlNesr_ ?„r/eryC LLGZ X - jf, ;?? ?Gresve/1. rrvrtx/iess _(Ke?ayt ?•/7 JTX/N6P srac/? fti'•) TorrL, ado iota OEr90 zcAo ryoyENT= X xa.coo/ur - , K 7or4t. o,L.pyy)-m4wei«ca M) Secrre MOGULtlL = ' ? pub r+y 4 a - /n? (A/l O/rrnetti/osrs rn rror.lrN? H Q S-I/d 16-4orn7u./ai ?? Tycy? rbf oL»?r /lNi/?/1x/s (.t/,il? j ?aroX. Q _ z DZ??Nt CeN?r n?/ sfr?.r..efnrta lvLurl? Ns i ? N'- HL . D?O - So//d Crrcalar ? ??^°?' ? 6 ? f a Gey?errr?ryn?...e?ricoJ?w/f.uA.i /3/"??a ?lop EN" '?;1 .' favr l 4 r r?tia , it ??ff¢WA?d?r - ? ¢ •r?tl ?''"ni +r ?? saa °`,? ? ? ? `, ky?"? ? ? . `? ,??+ Wp r s ? ? ? ??pp r r 17i ? Ewa i y A 1 c?+dl SEL ECT 3Tit!L/CT. Nb. / 1Ndu/TV.IS' SAT/NG Q ` .rsl 0 X 85 ks.' OeU4 Fie r7Pr=,L+nvu .uT..ve z./ &So /_s G EOif.C .ZNdco,ay ,[,} me. ? /. / .rsi 13 0.9? ' . o/?7PyTrvc ?PhT/il.L' /. 7i.S',rJ ' /.2s 11`a` i; 2u t/b°/}G/TY = AttotdROte STRE3S X SEeT/on/ Mooucus ltSnyHNTnRY `GALCU/. "0 ffOPE EATiNG?GfLe!/!i}na71 8 CAP.te/rY: C/1Pi?e/rr: A43 = O tf ,rt x xo_o83 = K-f,< . D . x x 1 ?S6e. MGD 4 ST.C ?O°Lr k ;. : ? aD ?AST,fBaaJ ?SCC.. ) 1 - SUOT Acr 4",0 444o Ra*AOurr SUdTRRCT DEAD ZOAV /Vl, AV,411.AB4E' FeR t/udF LOAD - K-;+ AYAM.4btE FOR L/VF LOAD +' . K' : - I A GALGULnTfaNS f'Oee B,C/OGa- Al Y 1 TNvff.(/TCe), olSrXla&TT,PA7 Memt%: 44f6 ONE L,LVC VAwb Tq?RcM.NYS; /8) oPE,IAT?NU D/lTR/EVTM11 `i}CMAJ: <24=6 0N6 LAVE ?RLU6'S AOt7A4L USES ? - (U.se TGUO LAUe ?Att/t AN iCtNouLty Y /8? O/ST, FACTgC= ea),- --- -, - - TAGle dx/tT. adds. a.dcr.d ede..aeal.nW - sda.aa-fepW %Ind of Floor ter opo for op. 4.fsa l.ne for lw0 or mon tr.laa l.pea tr.lfleVa 8/1,0 819.79 Timbv:r Phak .................... 811,0 • strip V. (101.9mm) Ihl.k er mumpte I.7.r noon 814.9 5/4.0 orar 9•• (127mm) thlak ........ S14.9 MAP 9'• 052.4mm) 11/9.0 9/4•29 • or mon lhl.k .............. 919.0 Its ....W. 3' If 8 ....ad. 9• (1.924m) If a •.-W. e.9 (LSelm) (1.624.) t u footnoea'. - feetnoMt. .. .... _-...._..-.__._.__._. LL.. foetnot. . 3/9.0 319.0 Con .T.; on Timbre string-.......... 819.0 I'S nereA. e• If s..,..d. 30• If s..o.W. a• a.e2pmZLL- f3.oumtLL. u,r2omtLLea fOO1n011 feotnoM fOOlnOI. , S-g.r.g Wing.r.p. 1.1 In foot r sDlln.d on# dew.0.d tImb.r noead?.hW h- th...rrre dhblbudon -Ulp noon of .OUIrW nt lhl.kn.-, ty W4.w th. lout on ...h .trLn.., dub b. th. n-don of In. -heal to".... .I" th. neorlne b.t--n th..tdn..- to ..l u. r1mpl. b..-. . Coreuga/ -Stec 7 S/9.o S/3.75 .7 Gage S/4• o ?,gs S/3. tLS /O 6;a.7c S/3. 8S 711 5S 12 6a'7fs -S/5.7s z ?n '? "°du6 1 f i p - Al . 1x+ ,? IJ tr 1 _? 1, ?Cxa -- 'tl9l ?, t biz ^l { s a p +? ttvmll f l (, 1?11k' -f 'dl s.d"f ..n r d 1 ., _ Ir r ?,''y 4 f, I 1 A 1 ? W 14 y .:f,,r 1 f _ l 5 _ 1 jY ,1 f aL '1 ( X, 1 1 1 , i l .' I 1 ? i L x 'V, I ,kr ?r U E'. ?1..•?.r?, ?? ? F ? 4" -? ?` ?. '{, sSS ;, : 1 Q?S' ?}q ? m '? ? I ?s . 4 a... 5. Al. //170p1P1I/ PC/ We ?2oC'c-lhcc/s= va//" ]tor /ova ?? J 113 ' LIYl IAADMOM6NI]OIIIDNOfNDIMAL7T 1Uf10FItSOR6 1tf)Bti ? f LIwYd M9rYi?fea•RIpM (TIMBER) WAwllla 3 (Z My. §?. -wY6a61sp+0 H. t 5 ' 1 T T/92o1 1ad U x. ' IS 7-s h 11 IS ] Ssr 3.3 1-,/, ; dJ If.o IM fa 1&0 3 IIA IID NA 111 1]A I9A 13 1 U . 11A I1A If.O 16.0 f 1 6 tB 858+9 ' n.o 30.0 vA -17J 11.1 ut IPA 314 f to TYPE 3 ? .4' e#,? ? 71.0 HA 39.0 ]10 SSA mA ]t.7 322 360 v.9 29.1 313 11 I] 13 125 7MS, 4ac f 4 U.O UJ 39.1 31.1 If . yy U.0 61.6- 61A 391 I7 •3'1 B U.O. 71.4 72.0 PA St.] 311 79.1 33.9 61.1 A# MA 71.1 U.6 45.9 nJ fns I6 17 to B § 7"1IPE 3S2 7.737"75 7.757.75 ' ? e.& ao 61.0 Wo r_] 62. 67.9 36.0 79J m 31 -3G Ton3? efa "A n.f ta7 0.1 172 1 61.0 u.7 22 m f 77.0 u.0 . 10.0 70.o u l " - A H 760 I 11.1 tf.l 91.1 nJ lo oc tl.l 10.1 99A Im.f 71.1 nA m.l NA S1 u r y TYPE ( 3 3- 6 7 7 . $ f u.t 9]J » 1 Im .1 111.6 IDA 101.6 10.7 121 0 17J :A 167 0 79 ' 30 32 F¢OTon? W 49 ' - _, _ w 1 . 1. 101121 177.6 IUA . Ill] IU.f . Ill lu..f l 76 /5 IISJ 1]1 7 16'11 If1 0 111,1 1610 I1lA 111 3 11 tl • - ? %iIriGSA . 117.: ".4 u:.1 If . 1t 1MA19 110.7 ]LA 111.31 31.7 =1 ml0 . 71.1 SA NSA IMO U U U 11 rr ,(/ `I ? d 7Y?(?/•CS lf?G ?° QI'G /?T J , u1.1 nfJ33.A 1n.o fo /.'?(/lf/CC///h'G Oar/ 7MS?O???G MIA '111.1 .1 332.0 !1 ILIA 111" .1 vs.. 1DA H IfRf MA 111A two 7F 11.1 91.1 19.1 DIfA M Peel c? (-se eel YTG LL.y kol=J AZW?C ?G`•SP4H ?/?f?j ?inry Ir+?C?) SO>CG Load Ca • nunfer ?? re?a?` /. A/Taw X15° H Ratrng y/15To6 L.??' ` X/5= H y% Tv t.Lry` A//a1u "Inv."M. XIS- Tons TPG 3 AIIo`"' ?? X25= To+r: - y rY/x3 733 /c L. A' 7 3•r IrL.GM.:` AI101•I. °-Znv.` /r - _-„3G= Tens T 3S2 Allon7: ?` r' ?, x3G = 79ns , ^?Ae352'Tab/eT/! y? YWk I JA /I flwn Inv."M. -_ 1 _1 T 3 3 Allah. roper. • M• x Toni ` X?- TyFe 'Tyye33'Tob/cGL.H. ?- mz?oy 1 ?- 4 r f6?? a - p S4•,??"r? . rtdi?_.. - rnr--??tt,., s-a-7mrpAr ?y97(?Nl'a't? ".?"'??+?' r 1, s Q 1111'.' I , .raSPh „ymw?a! ? ?,y v5f1 Y ? .Y ? ? 1 r' y ? 1'?`?GW? Z ?• ?x Gti?E1M a4..A5.. v7., >?Awr J 1t i, 1 f 4 to I a ?{' } ?' { 1 1, ` 1 v 1 A Pd+? %' W A + f.111 Jr?l,' 11 1.-.'. 4 Y ' Y h ?r JEFFERSON COUNTY r \? MEMORANDUM TO: Earl Wells FROM: Robert G. Nesbitt ket is Ub DATE: July 13, 1987 Y 03.0 SUBJECT: Maintenance Work to be Done on Bridges v3.6'6 01W Fletcher Creek Deck: needs cleaning - Rails: clean and paint ___-.--- Curbs: clean off moss Diaphragms: remove rust and paint Abutments: clean debris from under west end, grade level with road, and brush both ends of bridge k 02W Barlow Creek Deck: needs cleaning and oil and chipsealing Channel: rip rap needs to be replaced at southwest abutment Roadway: needs pre-levelling and oiling Abutments: brush both ends of bridge 03W Anderson Creek Deck: needs cleaning Rails: clean and paint Diaphragms: repair spelled concrete at center diaphragm 04W Hell Roaring Creek Deck: needs cleaning Rails: clean and paint, reverse guard rail laps on upstream side to meet safety requirement 100% Recycled Paper M i ?"?• Tr 1 i r ), - 's`f?`6 ?y uT ,NCA?Cttl.rSttfilK? "+?&? i l• ?? r + y n a DAN . f y i h I ?Tf§ r /,. a 41?? t T 4 DEPARTMENT PUBLIC WORKS 1820 Jefferson Street P.O. Box 1220 - a Port Townsend, WA 98368 t (206) 385-3505 i Gary A. Rowe, Director Robert G. Nesbitt, RE., County Engineer - :Y K w„ - it mva ry w?- Me' ? 9 Bridge Maintenance Inventory, Cont. 05W Alder Creek i? ?w. -• , Deck: needs cleaning Rails: clean and paint curbs: clean off moss 06W Rock Creek Deck: needs cleaning Rails: clean and paint Beams: patch spalled concrete at east end and 2nd beam from south side; remove all loose concrete first Caps: clean off moss and grass Abutments: clean around ends,. remove dirt and brush 07W Tower Creek Deck: needs cleaning Rails: clean and paint Curbs: clean moss from both sides Beams: clean steel diaphragms and paint, remove spelled concrete on top flange of beam at east end and patch Caps: clean soil and gravel from top of caps Abutments: clean grass and soil from wingwalls 09W Hemphill Creek Deck: needs cleaning 1OW Dowan's Creek Deck: needs cleaning and sealing with oil and rock chips Rails: clean and paint Curbs: clean off moss ( Caps: clean soil off caps Abutments: clean wingwalls and brush both ends of bridge Channel: cut trees from under bridge R d oa way: pre-level at bridge ends and oil and chip SSW Owl Creek Deck: clean and replace three rotted planks r„ Drains: clean scuppers ?i 13W Hurst Creek Deck: cracks in asphalt at both ends of deck need to be sealed F ;? Rails: wood posts need treatment to prevent further rotting Beams: diaphragms need rust removal and painting `,•_;;f Caps: metal angles need rust removal and painting; h Jib clean soil from caps Abutments: west end fill on south-bound lane needs to be replaced; reset rip rap; cut and remove brush ka? _ around bridge, clean soil from wingwalls ti5G Bridge Maintenance Inventory, Cont. < 14E Chimacum Creek 'y Deck: clean grass, moss, and debris off deck at curbs ?f ` Rails: clean and paint steel portion Sidewalk: Clean off dirt and debris Arch: repair spalled concrete at ground line at east abutment f Abutments: need brushing 15E Hunts Deck: needs cleaning s 42°. Drain: needs cleaning rPx Abutment: replace rip rap at north and where it is ?r undermined ???SOyz', 16E Little Quilcene Deck: needs cleaning p. Drains: need cleaning r Rails: need to be cleaned and painted 4„ Sidewalk: clean and build an asphalt ramp at each end Caps: clean off moss Abutment: southwest area needs rip rap 17E Yarr Deck: clean next to curb Rails: need to be cleaned and painted k Caps: clean off grass and moss 16E Portage Channel r n Deck - Expansion Dams: need cleaning i? Bearing Devices: need to be cleaned, painted, and wire screening installed to prevent birds from nesting Rails: south rail needs to be repaired at mid-span a Girders: inside needs rust cleaned & painting , Buie . t - 19E Railroad Overcrossing and Discovery Road Deck: needs cleaning at curb line j Rails: need cleaning, rust removed, and painting Curbs: need joint cleaned and resealed k}+ Caps: clean soil from caps } F nYe , 23E Linger Longer ;F ti t}; Deck: needs cleaning at curb line a Caps: clean off moss, dirt, and grass Abutments: cut brush 24E Rocky Brook 9 Deck: clean at curb line i Rails: clean and paint ' e Beams: clean and patch spalled concrete in grout key tiYti 1 areas, under bridge, 2nd key in from northwest end Abutment: brush and clean moss off 6YJ ?. ?4?`r e?? nh, 1 e? C F ? k 4I" , ? i ? 'fQ 41, STANDARDS OF WAC 136 CHAPTER 20 GOOD PRACTICE FOR COUNTY ROAD DEPARTMENTS COUNTY ROAD ADMINISTRATION BOARD BRIDGE INSPECTION PROCEDURE DATE ADOPTED : 4-18-75 PG. I OF 1 WAC 136-20-010 PURPOSE, Bridge structures of many kinds are an integral part of every county road system. The structural safety of these bridges is of vital importance to the traveling public. A program of regular periodic inspection and reporting is necessary to fully inform each Board of County Commissioners regarding the condition of all bridges. WAC 136-20-020 INVENTORY. Each county engineer shall have available in his office a complete inventory of all bridges and other major drainage structures existing on the county road system. The inventory shall list the location of each structure by the state road log number and appropriate milepoint, and such other information as the engineer deems necessary. WAC 136-20-030 INSPECTION. Each county engineer shall be responsible for conducting an inspection of all bridge structures on the county road system in accordance with the bridge inspection procedure approved and adopted by the Washington State Association of County Engineers and the Washington State Association of Counties in Yakima, on June 20, 1969. WAC 136-20-040 CERTIFICATION. Each county engineer shall certify in writing to the County Road Administration Board no later than June I of each odd numbered year that all bridges have been inspec a in actor ante with the adopted bridge inspection procedures. WAC 136-20_050 FAILURE TO COMPLY. Failure of a county engineer to certify that bridge inspection procedures have been followed shall be cause ' for the County Road Administration Board to withhold a Certificate of Good Practice on behalf of that county. WAC 136-20-060 ENGINEER'S REPORT. Each county engineer shall furnish his Board of Commissioners with a written resume of the findings of the bridge inspection effort. This resume shall be made available to the Board no later than June Iof each ,4x and shall be consulted together with the roads priority ar-ray durinn7 -th;7s aration of the proposed six year program revision. The resume shall include the engineer's recommendations as to replacement, repair or load restriction on each deficient bridge. 1 aR l 4i a • 4 xi `, r (,, tiSYY w'll'1'c"`31,F 3 axF ''l' -? 74l$3 Al f - k 1 I S C?? ;,; c't r tom. X ? I may tl6 ? .. Pr ? ? ....V'3R-a} ""_ . rah N _ ??.?1"n?.,ra.:sa•S'Z`=1+-?.`?L RFC-1'`i3?t..._ '?5' y.,- sir ? x ' SUPPLEMENT TO CHAPTER 20 STANDARDS OF I GOOD PRACTICE BRIDGE INSPECTION PROCEDURE ' ADOPTED BY WSACE AND WSAC. ' • I FOR COUNTY ROAD DEPARTMENTS d . °. '_ COUNTY ROAD ADMINISTRATION BOARD DATE ADOPTED 6?20? 69 PO 1 OF 9 t BRIDGE INVENTORY f ?R?E7 All bridge structures that fall within the jurisdiction of any State or authority p. should be surveyed with respect to location, type, span length, width, traffic volume S by type, age, design live load capacity, and date of last inspection. Some of this istin Defense Requirements and other ex information can be obtained from the Highway- q g ? records. iy 7 T ? This compiled inventory should be established in two lists for use in a two-part S - program for Bridge Inspection. r 14M Ing BRIDGE INSPECTION PROGRAM This is a two-part program which will involve professional inspection by r `f . 8.?. qualified personnel. This can be accomplished by a well planned inspection program - consisting of thorough instruction and detailed procedure. An inspection in depth should be held at intervals not to exceed every five (5) years with intermediate investigations of the substructure, bearing devices, compon- ".. ants designed to move, and main carrying members at intervals not to exceed two (2) 3 years. ' The inspection schedule recommended herewith consists of the following: Part I- All bridge structures constructed prior to 1935 and those known to have 7?l u ?' f l+7wri4?-^ n'?'•, '7t? #,, M1"etik J¢C % 3 3 0 } v ? ? 7 fi.t r? ?ll h?.i?r 1 ?5 k. '? ,(,,? I t ,lY}1r( r S OF SUPPLEMENT TO CHAPTER 1 ?0 - STANDARD GOOD PRACTICE BRIDGE INSPECTION PROCEDURE ADOPTED BY WSACE AND WSAC, FOR COUNTY ROAD DEPARTMENTS COUNTY ROAD ADMINISTRATION BOARD DATE ADOPTED : 6/20/69 pG 2 OF 9 been involved in accidents with river or highway traffic. Under the age criteria, priority shall be given to the following structures e: and in the order tabulated: A. Suspension Bridges B. Structures whose ability to function properly depends on the ability of the pins or joints to rotate and translate properly. C. Structures in which important members are known to be subjected to repeated stress reversal. D. River crossings whose stream flow characteristics are indicative of deep scour around bridge piers. E. Long span structures whose depth to length and width to length ratios do not comply with currently accepted standards. F. Structures carrying railrca d and highway traffic where unsymetrical railroad loading exists. G. Structures on routes where deicing chemicals are used liberally. H. Structures that are subjected to greater live load than originally designed for. I. Structures carrying high volume of heavy vehicles. J. All others. GI ?' EWA* ? y^^^ p ? 1 .1 ? a 9? j e ?tM 1? ` t'Y ccYY ? t v? a? - ry STANDARDS OF SUPPLEMENT TO CHAPTER 20 GOOD PRACTICE BRIDGE INSPECTION PROCEDURE FOR ADOPTED BY WSACE AND WSAC. COUNTY ROAD DEPARTMENTS COUNTY ROAD ADMINISTRATION BOARD DATE ADOPTED 6/20, PG 3 . O9 Part II All bridge structures constructed in 1935 and thereafter. A priority sequence should be established for Part II similar to that suggested for Part I. TYPES OF BRIDGE INSPECTION Type I. Intermediate inspection (Maximum Intervals of two (2) years. This inspection should not be considered as an inspection in depth. The purpose of the Type I inspection is primarily to insure the safety of the bridge user. This entire inspection should be properly documented. This inspection can be limited to: Y Y % r $ P 1 4 The Bridge Supports a. Foundations b. Substructures c. Bridge Bearings d. Moving Parts e. Accumulation of Debris. f. Visual Inspection of Scour Protection The Main Supporting Members a. Deteriorated and/or damaged Members b. Live load Capacity Bridge Deck a. Pot Holes ,jp?, y. r -. r ?'% {fdvye uiu nm eraGp '? !" ? 7rara rm?q:•e n x?A ?yy?rv??er snyewuy?r lr? r -o :? ??,. i I { 6 ! t?JN i STANDARDS OF SUPPLEMENT TO CHAPTER 20 GOOD PRACTICE BRIDGE INSPECTION PROCEDURE i! FOR ADOPTED BY WSACE AND WSAC. COUNTY ROAD DEPARTMENTS COUNTY ROAD ADMINISTRATION BOARD DATE ADOPTED 6//220/ 0/69 Pc. 4 of 9 - b. Deterioration y 1' c. Unusual Roughness Type II In Depth (Maximum Intervals of five (5) years. This inspection is an in depth inspection. The purpose of this T Type II inspection is both to increase the useful life of the structure and to insure the continual safety of the bridge user. This entire inspection should r. be properly documented. Where items listed below are not applicable to the structure being inspected, it should be so noted on the report. The in depth inspection shall consist of but not necessarily be limited to the following: Substructure aa A. All substructure units should be inspected for horizontal and vertical movement. r B. Concrete Units Requiring Inspection: Abutments Piers Pile Bents Il+, N1qq r Skewbacks tis 1 tyy ii p l`{y ?T! ?9 t > i Anchorages M, ar way; Retaining Walls ?r{7 m Tn Y a "l r %, STANDARDS OF SUPPLEMENT TO CHAPTER 20 GOOD PRACTICE BRIDGE INSPECTION PROCEDURE FOR ADOPTED BY WSACE AND WSAC COUNTY ROAD DEPARTMENTS COUNTY ROAD ADMINISTRATION BOARD DATE ADOPTED : 6/20/69 pG. S OF9 f These units should be inspected for possible movement. Bearing seats should 1. be inspected for possible deterioration. Structural steel partially encased in substructure concrete should be inspected M at the face of exposure for possible deterioration or movement. Concrete units supported on articulated hinges should be inspected to assure that the structure is functioning properly. t ?. The concrete itself should be inspected for possible spalling, deterioration, exposure of reinforcing steel and rust stains which would be indicative of super- s structure deterioration. Earth or rock fills piked against or adjacent to substructure units whose loads were obviously not provided for in the original design should be reported. Pile bents (timber, steel or concrete) in which the piles extend upward from a ' the ground to become the bridge pier should be carefully inspected at the mud line and/or water line for, decay, corrosion or deterioration as the case may be. C. Structural Steel Units Requiring Inspection: Rocker Bents Towers Piers 2L WLILL "M • _ F STANDARDS OF SUPPLEMENT TO CHAPTER 20 GOOD PRACTICE BRIDGE INSPECTION PROCEDURE ADOPTED BY WSACE AND WSfC , FOR COUNTY ROAD DEPARTMENTS DATE ADOPTED . COUNTY ROAD ADMINISTRATION BOARD 6/20/69 PG. 6 OF 9 r tom..; Rocker bents are designed to move freely about their pins or bearings , 1•_? and should be inspected very carefull t i y o nsure that their movement is not % being restrained. s" + Towers and piers should be inspected for metal and fastener deterioration. SUPERSTRUCTURE ' A. Moving Parts e :Gd Bearings, pins, rollers, rockers and sliding devices are installed at various locations to permit movement. These devices should be inspected to insure that they are functioning as intended. - .? B. Stationary Parts s y Gusset and connection plates, clamps, cable bands, etc These b id . r ge e components should be inspected for possible movement. f ? Telltale indications of movement or slippage being: Caulking compound 1 l that has pulled away; cracked paint film at joints; loose or missing fasteners, C. Main Supporting Members - d r Rolled beans, built-up plate girders, box girders, "T" beams trusse Y° r , s cables, eye bars, arch ribs, frames and any combinati I on of these members whose F 1 '' failure would result in total collapse of the bridge structure will be classified as main supporting members. kY r F PAM .1 w'K, F t 1 7 FI 3 :'; 1(? y7p? IGM3@ 1 d71 M7 ' t !l? n ?? • Y ? , J . . j 4NI r'1 ?hy?P d ?1?I r r? r ?A ? 3 - •, ,1 'ham • ^^^ ..,11! ? ? 1 .. ? 1 e z 1 { : • ill. t {i { - y . L STANDARDS OF SUPPLEMENT TO CHAPTER 20 GOOD PRACTICE BRIDGE INSPECTION PROCEDURE FOR ADOPTED BY WSACE AND WSAC. COUNTY ROAD DEPARTMENTS COUNTY ROAD ADMINISTRATION BOARD I DATE ADOPTED : 6/20/69 I PG. 7 of 9 These merribers should be inspected for the following: 1. Alignment 2. Paint Maintenance 3. Deterioration of material and reduction in section 4. Cracks, Checks or Fractures 5. Loose or missing component parts 6. Loose connections D. Floor System Rolled beams or built-up stringers, rolled beams or built-up floor beams, diaphragms and lateral bracing, decking and wearing surface whose failure would in general have only local effects on the structure and seldom cause a total collapse will be classified as floor system. These members should be inspected in the same manner as the main supporting members. E. Secondary Members Cross frames, portal bracing, away bracing and other members whose main function is to add additional stiffness to the structure will be classified as secondary members. Those members should be inspected in the same manner as the main ?N u r i?, avgY : E +amh?r v.u „a n. w rr - + a^..? ,q}a 1 xiym ai?T? :neMV:rt q r 1 N t v ?. ?,n tt d "? ? r ?'r ? ? r + fib 4 1: 4i ??. Itch ?Jrh + y _ tl?,?Y+ ? r; STANDARDS OF SUPPLEMENT TO CHAPTER 20 GOOD PRACTICE BRIDGE INSPECTION PROCEDURE ADOPTED BY WSACE AND WSAC. FOR COUNTY ROAD DEPARTMENTS COUNTY ROAD ADMINISTRATION BOARD DATE ADOPTED : 6/20/69 PG. S of 9 supporting members. Bridge Deck IrsIt-, Structural Bridge Decks that are exposed to view should be inspected for l deterioration and unusual roughness. Wearing surfaces that have been placed over structural decks, and now show signs of depressions, cracking or general deteriora- tion should be removed to permit the inspection of the structural deck beneath it. " Expansion Joints # r The roadway expansion joint openings should be measured and recorded s along with the condition of the device and the temperature and weather at the time of taking the readings. Bearing Devices t Rocker tilts and eliding bearings should be inspected and condition recorded along with the temperature at the time of inspection. Profile Check - A series of profile elevations should be taken along the centerline of all long span bridges. This information plotted and compared with the original profile grade lines for that structure. D i D ra nage etail All scuppers, catch basins, downspouts and bridge plumbing should be ? ter; r 7L _ ?? ?,?;?: r BRIDGE INS?cCT10?1 PROCEDURE l G=t1ERAL 4 The following bridge inspection procedure shall be followed in bridge inspection and filling out the standard Bridge inspection Report form, n 1 Make reports complete and explicit, avoid general terms. Describe poor conditions ?-. sufficiently so anyone reading the report is clear on the condition and its extent, make skatchs or take pictures if necessary. Recommend definite repairs which are re-• j Z quired and state whether they are urgent, otherwise they will be- reported in.the routine E , manner; Make a now inspection report on every bridge each time the bridge is inspected, ' ; Make all inspection reports neat and ledgible and keep language business-like and clear, E 1. Always fill in Bridge No., Bridge Name, Type, and Location, kl 2. General Condition - Consider structure as a trhole, note condition as good, s fair or poor. If it is in good condition and will serve at least o more years but needs soma repairs now, note thus "Good, except deck as noted," ; 3. Report should indicate condition as good, fair or poor. Give type of deck, r a. Timber docks - check for following conditions: (1) Crushing or deterioration under curbs or underneath. (2) Note whether deck is tight or loose and pounding or rolling. Are more spikes required or deck bolts tightened? (3) Does bridge warrant a fore and aft deck? (4) Note deflection or rolling of plank, and laminated decks under heavy loads. ' (5) Does deck require surfacing or non-skid treatment'and is deck slippery when wct or frosty. b. Concrete decks (1) Note any scaling or spalIing on surface or underneath, (2) Look for exposed reinforcing steel on surface or un.lerneath, (3) should deck be black-to,pad? Consider capacity of bridge and write a m:marandum•if the bridge should be rated for the extra i r c.; PYpp 4% t , a. tf ' a •# t _ rum ? r y ?'x ' `'tt ns' r$ _...._??'•c°^'?° /iFn, _ S? f •BYa7? ;fmbia.. .""?" ??:-p i S? ?i -dead load of surfacing. . r rn c w sr' ' C. Grid decks (1) Note broken welds or clips, (2) Check for loss of section due to rust, (3) Is deck slippery? Write a memorandum if the deck should have studs, 11. Surfacing - Give type of surfacing, alvrays record the depth of surfacing and condition. Is more surfacing required to protect the deck? if the a rL s M1 amount of surfacing shows an increase from previous inspection report and a the capacity of the bridge warrants it, write 'a memorandum calling for a new rating, this is particulary important on timber spans, 5. Curbs '- Give type, condition as good, fair or poor and height above-road- way surface. Does curb give adequate protection? Note any deterioration or spalIIng. Check curbs for any off-set, indicating movement of deck slab, Can curbs be repaired or is coaplate. renewal In order? Do curbs offer adequate protection to truss members? { 6, Drains - Type and condition. Do drains have a tendency to plug? Check for missing grates and drain pipes. Do drains scour fill around abutments or. piers? Are drains adequate or are more required? 7. Rails, - Type, height and condition. Are rails adequate? Note any p;aa!c- ness. Can rails be repaired satisfactorily or is complete renewal in order? Oo bull rails offer adequate protection to truss members? Are any steel railings bent? 8, Sidewalks - Type, width, and condition, Are sidewalks adequate? Note Condition of stringers, brackets and deck, If no sidewalk on bridge, should, ) recommendations be made to add them? Note if sidewalk planks are split or warped enough to cause a pedestrian to trip on raised edges,- If sidewalk is in poor condition, take the necessary measurements and notes as to K. sizes and details for renewing sidewalks. Our details are inadaquato on sidewalks. 9. Stringers _ Lon poor, Itudinal beams - Type and condition good, fair or a, Timber Stringers (1) Crushing at bearings. (2) Warping or checking. (3) Pitch scams or pitch pockets, (4) 614:a,4s estimate reduction in section due to rot, (Drill as necessary to d 77 e ermine extent of rot,) ; (5) Are additional stringers required? (6) Do stringers warrant a new deck? (7) Check size and spacing of added stringers, b. Steel Stringers - Estimate any loss of section due to rust, 10, Caps. Floorbeans - Type and condition good, fair or poor, a. Timber Caps (1) Crushing at bearing points. If only a few caps should be rs ?^' replaced, give exact locations so that the request to the s District for replacement can be specific, (2) Warping - season checks, (3) Pitch seams or pitch pockets. (4) Does cap bear evenly on all piles? ?h (5) Do caps warrant new deck and stringers? a ti ^* b.' Steel Floorbeans - Estivate loss of section due to rust. Give exact location of beams Involved. v Trusses Arches. Girders - Condition good fair or o r , p o , + a. Steel Trusses - Be specific as to location in reporting damage or t deterioration, (1) Check mambers for bent or damaged steel, r (2) Estimate loss of section due to rust, (3) Note any severe deflection or vibrations, t air yY } '. 0 r e ? ? - ?'i • ? ? ? °' _ ?-°?+i xa - :1?',? ' °j .> , gimpy. ?' ?^s anaf 4_? (4) Are any portions subjected to serious corrosive agents, }f such as; running water, covered with earth, blasts from tt? trains and salt air? s (5) Are counters in adjustorent? b (6) a Check eye-bars and other members for fatigue cracks, (7) Is structure subjected to frequent damage from over height x, r loads? - (N) Are truss members adequately, protected from collision by curb rails? ?a (9) Check nuts on-pinned joints and eya-bars. b, Timber Truss ?. ' (1) Check members for loss of section due to rot, (2) Note any crushing or separations of members at joints. r (3) Have members shrunk or warped?. ? .a r? (4) Check for carpenter ants and termites. .' .12. Exoansion devices - condition, good, fair, poor. Are devices working? f, Measure amount'of opening and record temperature. Check anchor bolts. Note whether roller-nast is full of dirt and rusting. " 13. Paint - Color, type, condition good,fair, poor. Does bridge require painting? ` r ' Indicate year which painting should be scheduled. is sandblasting necessary? If so, what areas should be sandblasted? Make notes as to type of rust t r whether thin scale or deep pitting. Estimate percentage of area of rust. o- Note any special features for painting contract such as removing timber r a :) l,? sidewalks, areas requiring special paint. 14. Abutments. Bulkheads = any ? Type, approximate height, condition, is there a 11 Y } .k x' tilting or movement? Does bulkhead retain fill properly? Note any dateriora- t' uj l1 r tion or bulging of bulkhead. Chick for erosion or scour around abutments and 2 ' i+ ?i? r •? `f wingwal ls. Arc tiringaral is plums, are th:y sufficient? e u `4Q. 15. Intermediate DantssPiers - Type, condition good, fair or poor. ', 1 ? Note any spalIing or erecting csrccially of expansion joints. Civo averao..e - ? size of piling, rot. at ground line and at contact vrith caps. On older C treated piling drill at ground line and at contact :•:ith cap as these often rot inside. Note whether condition v:arrants redecling and what repairs are required. Be specific. Piles in v:hich the diameter of sound Etta T11111 material has been reduced to 6" or less shall be noted for replacement: wg y Always note worm holes and where they occur drill to determine worm damage and amount of rot. Check piling in salt water for presence of marina' borers. On piers - note plunbness - check for spalling or exfoliaton in concrete piers. On steel tubular piers inspect for rust and corrosion of rivets or bolt heads connecting cylindrical sections. .16. Pier Protection -.Tyre, condition good, fair or poor. Is protection ada- E' , quatel Note any tendency to scour. Check for deterioration in timber. Note broken or loose piles. Check any sheathing for soundness and missing- PI anks. For pier protection on salt water arrang'a for a boat inspection at low u tide to check for marine borers when age and condition warrants it. 17. Waterv:av - The characteristices of the vraterway should be carefully observed r x ts'• and comprehensively reported. Give characteristics of stream, such as; rapid, sluggish, n_andering, etc. Give characteristics, of valley and drainge r i area character of material in streambed. Scour of banks up and dovmstream, A r adequacy of waterway and high water narks referred to deck elevation.' Take additional photos to show waterway if this soens desirable. Report flood ?e 1 height, flow and frequency of floods and performance of other openings in the vicinity carrying the same stream. Give direction of current at ordinary and. u '•ts?} k t? at high water stages. Note any large anount.of drift. Is v:aterway frequently clogged by log jams. Doas river carry ice?• Measure depth of water and x }?+ < distance from bridge deck to water as accurately as possible. These measure- -n?4 da masts are especially useful for bridges over navigablb stroat, and for bridges AF w1 YrJ a r S2 of lour clearance over streams which nay carry drift. a 18. Remarks - When bridges are in poor condition and o-:hen reconstruction i3 'recommended within a year or h•:o the load capacity of the.. bridgo should be estimated to the field and the report should include ansviprs to the following: (I) Should bridge be restricted to legal loads regardless of it whether the stringer rating indicates a higher limit? (2) Should bridge be restricted to a maximum of 13,000 lbs: pet . axle? Explain your reasons. Inasmuch as improvements gained from.experience can be derived only from a knowledge of mistakes made, design practices or details which cause trouble or difficult maintenance should be noted and referred to the Design-Section. On some of the higher structures access for inspection is difficult. Ideas. for improvements wrhich will facilitate inspection should also be brought to the attention of the Design Section. If alterations have been made to.structure or asphaltic lifts added, check, clearances, ` Note poor sight distances or sharp curves in approaches. Note cam^ers, check for settlement or dips in.roadway. Note any fire hazard. Check for detour bridges or•possIb11ity of fording stream. 19. Recommanded Repairs - Be specific. Give type of repair, what is to be re- paired, when repairs are to be made. and, if possible, how the repairs should be made. Be sure reasons for requesting repairs are adequately outlined in the appropriate section of the report. 20. Life Exoectancy -,.Can L. E. be extended? Are repairs necessary before exten- sion is reconmended? Note changes in L. E. In Kardex Files as soon as 9 practicable, ,,,? a ? i •? ,? t ,, ti tea" g . ?; ._ ?wr `tom," •? ? u, a -•^? ?, ? es ' PREPARATION FOR INSPECTION - r A. Review bridge reports for - r j 1. Identl Pica lion of penbar s ?'•',?'2. Previous defects reported .3. Work accomplished since last inspection +'t 4. Results of latest underwater investigations, if applicable' S. Damage B. Organize inspection routine - 1. Determine best tine for inspection ' - a. Low water for steel pilings, piers, etc: - b. Hours of minimum traffic - t a\. _ 2. Establish inspection sequence p 3. Assign inspection responsibilities C. Hake arrangements to ensure availability of required tools and equipmant -,_ D. 'Make sketches as necessary - STANDARD TOOL KIT t , 1 FOR' THE: INSPECTION OF CONCRETE ^s ' {f A. Field books, inspection forms, sketch pad, paper.•pencil , clipboard and keel marker ' j a axe ?I. B. 100 foot tape for measuring long cracks and large areas f r C. 6 foot folding rule with 6" extender having 1132" markings for measuring`eraek lengths and widths D. Plano wire for measuring the depth of cracks - 1 j a 1 E. Chipping hammer for sounding concrete and removing deteriorated concrete. F. Whfsjk broom for removing debris G. Scraper for removing encrustations If. Inspection mirror on a swivel.head and extension arm for viewing difficult areas I•. titre brush for cleaning exposed reinforcement 1 Y ?h irlft d. Calipers (inside and Outside) *or micrometer for measuring exposed rebars ' i ryG s ?° tly^ K. Camara (35 HM/Polaroid) for recording observed defects - ?? L.• Safety belt for individual protection cl fr? 3!i M. Tool belt r; 'y •+ N. Flashlight for viewing darkened areas 0. Pocket knPre +, l 4, in P. Tape-'reeoreer for recordine, narratives of deteriorated. conditions s ?? '''yAS Din oculars 11^.'tu''?dY , M`Y9PiP57A ^ 'i, ' :lii?r7k'dKS•L' o ii3&Y'lf . VHAT TO LO 5K FOR ?s A. Cractt ng 1. Tn nsr ors e' 2.•. Lotgltudinal e. ,YNtI\' i ?'''• ' S.. Nc?taor tal 6. ,D-C"evrap 'SRI OG( V1S?CCTOa TRAINAIO COJgSE York Sookl.t Supple.>nt ' INWC7104 Cr.ECXHST COMCP ETt •' • GENERAL LOCATIOM 1MSPECT10r• PROCEDURE 103LS REQUIRED S E. Approaches; A. Ma..... A. 100• foot taye , •LCngeh . 1 S r11yye Ceet, •sldtwalks, b C 2 . M h S. F..I.r D>uy a' R eur 3 aA.. p+r,- over ' t(anf v>rs> support member, ]. Depth C. pt... Nfre ' :: •Pler•eaPa 8. Record and Aeport: i. Length 'Fml dtnp rule (11]2` D. s' ,- - 2. Si ze rki ma n7 I. Saamf and Girders Narrow (less"than 1/12•)' _ C. Camera 6 sketch pad ' 1/11` 1 F. pe doeumante, yA plde (Note than../11 ` papo,r pencil and•elfploa rd • ]. Depth ' ' ' c• 5. PrAbabrobc!)a cease • C. Take photograph a sketch Crick A. Approachef A. Same &I above A.. $1.0 as ihovo, 8. Decks over lo.pitudfnal' support members A: Approaches A. same as shove'- A. Same as above- A. Dick$ 0. Yertf ut eiemer.is ? • D. ,6dams and Girders ' A. ,Ytrtf..l elements A. Si me as above' A. 'Sane as above • ' •?f. D. Soa.. trd Gtrcers A., Vcrtlcal elements Near Joents and eCges S. Under Oearl.g are.% A. 'Sent as above A. Sams as Above A. Mature A: Serve as above 1: Area of crack... 2. Nid th of tartest creek • ]. Depth 0f largest crack 0. Record ard•Report.• 1. Ares aT crack. ry 2. Seta oT lar=aft era ek 1. Depth of }. 'wt'tlen i t rolatlt Cause C. Take pholograph &.sketch area V ,' r" 7. "Pattern Cr.Kap D. Rand- D. Eo,'ngitu¢f nab SDl...... • ls. ,leas, detect) C. Sp Wins L. NmdDa lls F. Scalf ng .. ADDff acA Slabs D1 cks , . Yuref e.l, el.nants 1. Saaa as thova• 1. teas and girders. bath ratnfo read end prestreasad ., A: •A7Droackes, decks and tf dawslki over rebart B: Adjacent to expansion aAd constroctfan Soints ncsct.dgt rdcrs+and cap, of p. , Splash zoneor embers in u.ttr A.• Can occur eaywh err that co A, r. t. it us. d. A.' Can occur anYvnerq Dut psrtlcul?rlY tr. t1aD3 A. Approach sl•+bs. ducks, curbs, sl CCwalls Ind Ater eellec:len po fn [s sutdece la tnt lne a/;n.u CYete'Darttc- u1e akert eetel alts or <he mic +is to Preien t A. S+m. as C-cracking abova A. •Sam.•is abova A. Saga as D-cracking abovs• A., Sana asabovo ?K+ , A. Saaa as longitudinal A., Sao. as abova ' crack) ng A. 11-re area and depth of spa11 B• [he[k far hcilo. zones around spailad areas C..Ckeck for eorrosionof ,.bars D. Camputa loss or section 1n nDin Stf[ClJfal Gc.berS (piles. columns. etc.) •E.•. Record and Report:, 1. Arxa o! span Al of syyall 2. ain ). ua of nano. sons "'s of section Daqaa on caber I bas t 6. Eocalon ). Probable Cause, F. Photograph b ska tcb affec zed errs. A. H.;.... dlameur end depil D. Ra. ,rd "" r' 1. Kuzbar/" Rt re a• ' 2. Sire 1/2' is sz+11 1/S'•2 1/2' is med. Ovzr 2 1/21 IS la r4. 7. Kas depth ;, location ' 5, ProDaele acre ' C. PhctoSraph A sketch the ern A. Sara as Poa-outs above •• A. Same as above plus , ack for . lia,zer to 1• ello. zonas h 2. Wire brush to clan rabarr te 4 caliper' 01 r TO r nlcro. ' or dlann.rs of rabars. - A. .Sana as for cracks ,Same as for cracks A. Nnsura the depth and are. A. Sane es. for,eraeks S. Record tad Report 1. Dtgr.•e .of f[ailnp Hlight 1/a" of last NavY L 1/2••l,rdnpp Seven ever 1• crap ' 2. Are of fc+11.9 3. Location - . h?rabable cause cA C. o taq n Dh t net +ff.ctad area - ImIkesr ' s - f . _ N. Etiiores canes (units Salt surraIfng through era ckz and pares) l 4 ? S• E _ xuat;ion ' (Ll ght 911 Or 0 s 1f9ufd erfaefng ih;.oghygh cracks and p pores) n1? bE - s J. Rust Stains t: Jnte rust vof is L. Collla ten Dsnege•- •(vaAlele arveI+e1) A: UnCerside of deck. A. reasura width and length - aDutrents,. piers and retslning of efflorescence walls B. Record and Repor[. 1. Regret of eftlore;cane 2. Coca:fan • 3. probable taus, . C. Pnot.,raph D sketch or.s A. Sacra as for.efftore stance A. Yeas urt width and lingth, A of ,xcda Llon D: Record and Fepe rt: • 1. Dcgre Of ex udattpn 2. L"I t," 7. Probable taunt ' C. Photograph D sketch area l: Saba as fer•cracktng Saco as for eracking - • •f t t A. Cracks over.- reinforeensnt A. Nesfure wl dth and langth A. ' Sana as for cracking of rust stains G: Record and AeDo rt: ' 1. Dtsrec of rusL•z taint 2. Locitfor.. •• 3. Praf.bl: cause C. Photograph A sketch area R. Under bulged areas fauna A. Sacnd Du(1g,d aria with A. .Sane as for, zpail ing ' In lbutoonts. piers, bents, caps hanbcr to dt:to, hollow zone.- ' ' D. ',cord and resorts. 1. arts of void z. location s .Yble oust • ... 1. lent. graph S ketch arse L. Curbs. Hal trg , ....tea.f A. If a .sin fsruecurtt' h. Sane as for cracking and i; talusns, plies, piers vcr I Involstd,.chack ... .y t111nq - I reeott eren isas wall at the lncedlate area. RgTE: The assistance of a • strut tuea) e4Slratr should be B. reaaure crick,, lots of sec an[/er dif ila cent nt, On re ues teC when :e,e re is Pell, evidence of sev.rt dotage ,to ' it ' 0414 structural ne n. rs. ' • ' C. Reto rd ang rrportr Unde-a Ea ea;e shoulQ l ter C 1.. roy un pr crackeE d be ini by Dee a spoe{al tlCntntf 2. tell of section Vesilga Cl V1 tea?. in J. 0l..... "'nt c. Locos'- • S. ProbaDte Co.,. D. }notogrsph a sketch area . A _? Y ? r y 5 ???k .? ? xa^u a=.¢c'::LhkY? _.e._.srtln'xa'[i 6??5F'?ati ?.,?, s•, p,___-LLr."'w$d?.i.:.?.:';::f f?m M" ?z 0'-o Fuaz o'•°?"o.°_om ,_°cy ?' ?.E u?? no- rs° ?y u ,?5 k U 'Y. +, '_' 4U m C G n C .??.op ?Eo.. c.Y°c N'v ?-cyp °.,.'mu^ HEOOU•Oyy at4u.°'" cu y°E -.ou _. 41P O n `° .y 3 0 c 'no$ .° c •? O y u m o 'u' E « °'7> 'CY -!?. a. :` ar.,a ° u •o E° Y! 3 5 G v E m u «... i V .? O R C 4 .% L u p p C d C .c L a ? C M i+?. a5 ?£c ,r ?rnx? cavu ,y ulna cEh .y.c c`•4 c -c `'''k: p? obi«_E ?4?c oEoLa xu acad ccva o? oeE RW? .. n o u s ?+ o 'L? u ,' ENS u n L ?n C C u N 0 ? L v? ? U L EO C C G C x0 ?u uFtu °ix a"E?? a> upo.°?=y «v ::v°°om?`c= ?ac° `??on °a.?p?a $Q ?°a•.uv .-. °Q t o .,.c s=: ?•y?E i"OV uc no.c .ti ?'c. vL°•co..?ay .°?vcn ,o .EW o.?v ?n? e'r ?' ?. ,. L _°u w•-?'c v,?? a a•.. `''O? nuomm C E« cu•Ev '?'^?'e_ -a 'a! ':x .c ??c-?•?E cEou acuo,°`????E°?°h ??x hp n .o>• .g ??? „?u,e°•ou Y ?•. n? ? ... C 'O L 5 a? Y.L., H ... C G T `. ?? u n ? ?= 4 ? N .E Q ? L v° m V O ? v C d ° u ; ?`n u °'N `o •OUL m?,i ` ?t v. ° v v:p ° my ? u ° oLU.. ? 3 ?a°pc W ?'..!'E o m?° c `n C4 ?' ?'a c`$ c o .? u ,n :o > m E^ c u c 4 a v . v= N .1 .14 o=v - e,? oL.` ? u °u _?-- ? c ?'" c 93L._ Gn ? c v p c,o .E E = c « "a a =••?aa Es ?'?aC.uv«.°'OUCy «..'c 3•°rF> Eo u> .7? 9 WM cc N?'3 oam...t sC'ot>.. .3n mc?=Eu ecmK ?°p aim m ?"?H '7e a« ua°i . - „n c.X'? n on> m? `•d °_. u au ,' i? 2 f.•e ?' m•o= ?' E u ``'_. ?TCnL• .F vu'og'rno°=•°EF-c??••v?a=«.o mCm E•e O9• ? q$ ee:°r.o .c?c q?ue fir O°uFFS.c n.?^?•u vi "u .'u act>, =`'u .u.' rd .oh "?•°'^e F,°uE C7 •o rays ` n « L« .L. 6 u O G G y 6 G E_ 3 VI ` O d^ v N V d ry 'O .E N °C "' C! •p 41 iY h2 ti ..o?v a .. - c ..Emo E? u n {..y ??" • w4 ?a?, ?:. ' n o o n 'O ° ` 4' - x 'c x "',°c °> e « e -? E •o `'?'•- ?a k? _ • Y'3? t ?tiE^a> ?' N"? o.,... °HS??y °L oo"s w.c ,_= ?v Fk u •c"E °u ° ° ? b Senn ?u ??,ai ?c~ vv .., •c.?Qyo`o e°i .cn T° o? L• ou FI ?, ? l o m 9 o n n N O V •y o 41 0 ? G n Q `o a •- E A U 13 w :? a .• ?u^'•°a v' KoE t `• 2 c° `°. 3 0' n a m v o o •o Y m c g u o o° E y4 ? c m ?? ? ?. ?: h x. cu; I{' .u ?.a ,.. °' ._ w y N ``u, n : = ° .yc o c v (? ? n o Stn 3 ? ? c-`o°E?ro ° onE .. :? v`c ?r ?.. on Yln o o R,cyc aoi`" u v ?-•c ? ? °`o= ° mn ° i E 5_u .04 a^ ?°' O m u ? ? ? -..? .'e ?., I?',. •c u o 'E E h °u ° o ? N N :: u c m. •o i =' n E s > ? ° $ `o ° ?' y c V ? ,° ,? ? 1 ? ? u`??u°u c •c'?N i+i °? E`?`c'??NGU pTm'o ....$ °a? 3c a ,'W 8 e? b ° °' x vu ° un c v •r .. c c G c. ? v? E o E p .T. L ? c t C u? u ,1? ? (?? ? l.. h' ?.,? N,°__ as?? uu'c9 .. ^«s a€?tiE ` E.uo'?N ?uvp-0un , ?c ?'?.cu c'E ??°_° c`o o'u smN=°`c :oc,".t ua„ou u v E ' .N ° uay ???9 ?'h .'?" F'E uFsuQAUUm?Ec,cu= T u c n- oyuouoS a u E a 6 '? c H 'o = n o o= Y••• u .o e?• 'c L vt M 4? ?',0; 15 z `?`YOE n? Sn?s in c?u nu>'o _ns's 5 rz E°E 3Z?'?cc6 ''? t'V of !., r. r. L'? u In e'1 ,ei =`u °?.., ?`u a?1_?Z-°-°E.b'o`?°"n^?c?p:°_-n>. -+ l ?.n v.°???G9 % ni 'u m Lu. ^..?L Y?ry ?uyYOpn,..`m C rCGJ? ? F I r.4 po?a.•=.. ?_rn „o ?i ,:yc .a ?'c?_=a`i sNC.N .. _. '? cL€p?? u r _ ' j•.,-a {4? ? I ! + ! .? O v r ? _ E O ^, G i• G Q CJ N C.J F- G.1 ': t C4 v C .E n F ?p ? S + d ? _ ? ( ? I - Sf g ' f -a C ? _ ^ 'c c ? °c O.? •nY ? ° ?'l ?, z ? u c ? ? 10 .E E a ? c .m 9n o ° I :+I r I a it f ? } J 1 e?y?- Ida r .,. ` I t y Z7 17 a74Y.. ,a, c"; w„? J ,fir 4'af;*.r.a. { .. .a ?. ! u?' , •?+ Ut?.r.. I ?, ?^', ? I' t ? Y ? t J 6-1 . r r. Y a ?gg? 1?? t -1 C 4 +\ i I 1 ?I,1 stiff, ,'?4 r3$ r n Y ?j?tY T7 V"., sC?j <C'j f+.' ?<l o~ an.°° ova ?N??nn '=`u .cam ?,o .c°, ?.cu• •°_ -t . c r4"i 4 4 4 =° =? = E ° v c •o an!o u ? v a v 6 -. N t'? It 15 ,? .:,??+ I D C H +I +I rtl +I "'° •G p F° U °- C o `a1 „wu"• rn U° II II II II ay E1YC = 0 = E?'° y. ° N cO _ F°,' `o z K E s E 4 o a V .9 C p E ° a? o c 'oo cn ? ?? nv ` r.?"-° .o h h h y 9a c•aE ? .n„ U cC c o.t N N vs c.o o ?' ii?"ndd 4i u ' ? C 4 C av. X= c ?.c 'L k•:.u. (iii ?n.?• .°.n?u??v..? u•n?_ a ?? ?A?.. ? r° G? N N N N E? .O 'Oti? S•?° H ?yLAOC V4r •G9NV O4??.0 4 ??.?. e' c ? y -I' -I- -1• -I- - ` « `°- •? ? ° c " h F+ 3 c W u ° ? c ,? ro a ` ?r 'v v t .qg?. y u II II II II __ 'y<5,oo E<"o$bca ? m.. .o?'^E?o?°re.c°'?9E . will onE2G?^° 'xY,T ?: S aE na'n H cn'°s^a u'a ?`o ?Fc?c° uE rz A` --?•? wn r° N ? _ ? u > `? p'..9 ? ? ^ y N n''. '_ y n ? C E ? a ? 5 .. G ?'" F ? NY ? ^ v a E:c?H G?' ._'•Nacv s'-x .. .°.oti v.c? ,. o J •'f. •f• • (' • "yi ? c`° i 3 •- = a u -'y G7 •o u `?' '0 3 •? o r" °'°Y u ?°- °u su, u ° Y , x i ri •n'u (o•`y°.??uo^?'. ?,,0 -O Em H?c3 :90.?o p Sys «`,?os"?svG?°n G? 1 • T N C O .? C ? _.?? ?T ='y 11 ollaNll gll os?ca? Ca E°?(°, r C7 °u .5?`uou.c?o??z `•u `uchi ? - 44a-` ?e c 'oa a. •-„`= coho rn Gn? ? v•°e e°encL? Xhr7? Nocvo p C N N GN N ??? d E v),D riJ ?%1 i <r .° W O• EAP M W •O. '- S N E^ R •Or u c.a o c c ca `u `o .°•° `n ? ? :E -L, e ova" ??r ?? _'s ? ?._°•H 3 M i r u ? ?'°_ I ° °• a u i7 •YI u ?+piW p t ???.?'?; c C E ?3°p= o uer y ° <eye° 39 ^ea$ o e? i?? ?' yy c u .'c• ? a w c L, c E ? n i .? ?o n,r'^ Y° a? m ?? 3$!f ? .c°. '•• Z N»? ? .o =< o s d •° s b s •° ? 5 0 .c = ._ e m° .g 4 ?? y t 9 L 9 N Y Z.?^. G v U u G .. 19 y h n rt V ..? r... {i w'uQ nLI pua.`ot n•c U ?? -9 ?'= yeo? `o c? o•?? ??p?m i'? ;??•? ? _.:, S ? F" 9 '? ^?' n 9 O L C ,.°. 'y "? O• rn N E G G ? •O 9 ? K v' e N Mye, ? '4 •'. n c Q ??' u o u n ° h '? ` 'C r. 3> n s? a ., e h F e ?• "91`t,A? :I y.. V1 @ L ?• ? 6 y > > y h G G ° '? X0.0 0 ? t 5 ° .y .y ` ? L C ? .? ?4 `•'_ . 01 ??la ich use E?..?P S °'c •,>-, ?? ?`cE r.°.. m..? E°• >u•?v. ..f;. ?' ` N ° u }. ? ` C ? `o ? u '. c v ,• . .n u u E y ? c, v w orn¢ ga ° F.o w na, aP''$t a': t' O. F?° Y n?-°°n r GC v•?o= vc•a o. o E E •'L :mac ? ? ?A E- 4c , 0 0. - o ... u E N L C ? o °\ O G ° O .- h C t! a '4 Eer.'? oE•y ?'e °?7?..? Q ?V a•? -°O?"? c?cH ? Eu t.ov °???,??e-? F ?•`?' 'j vC u? C ^y='f. C J .C C pG r G G'^ O C C u i? ?. yFO.Ne^r 4 !? ?M ''G < pv`?, n 5' p.'. 0 0 u •u a h L .n n ii n c x II II II 'a_c b § i'= 5 y Ix -a ,} F „? t E ."?. H o. wj `u HN' N w=F' ?.G N C N V! u C ?Z H W C ° Ya MO4m t'xk 4 wx-? ,? E Via. > y.l r AI b y 7 rF4t? %TA ? Y ? .9 1 ? a fa 1 w t 1 A r •? N ° 3•? O 6 Ey f ?" c o u ?? y .C ?? G 1 c 4v E v J yy f. ' -7 ?` u c a < uPI ?e$ uc h C ? Q N L E? h t G d Q 4 v L'U .'C.. q? E_D v c u '? s N ? u u chi " E??a . E ?H . : u? oq upp44 a+u c.E S= o d E 3 `o c .. C 4sv.p E u = . E N f r s U,c,o av c Y,°?co3u V 16 E? .t r fin ?`?? Es o 3E'-OTC • o-„ 1_ ? '? ' ? s tai . • P •O c c ? c v mt , " .y ? , rr??t ,, }?Vdrr '; t r c ? 2 c YI 4^p L 'E u ' n ° '- °? L a J l r j i a1 r t am u ' . ? vRiv r Y , r M t ? ? o u `a C iKW C '7 N N ? C O wi S q wi O '? v W u y w •- ? ? a ? 25 ?E rvv P e O o m x l? $ O u i ? V ? r m ? ? r O _ - N =v i 4 a. m - - YY Y ? ? C o mYl? $ O $ j G's p g O J T ?' ? x _ N R ` 4, - N v~i o o ? Y aY` X 4 2SS 8 0 °o 0 °o z N c _ = m m ?, + r _ J ? _+ 8 • oM l •? pp 88 g n ' N O 0 ? G N x N S O q 0 O cF ° P a g ? + - o?l? 8 8, ? ? 8 S K v tm Aq{ 4 N a' _ N N m_ _ O O `+ m xi ? $ O O O O? m j $ - ?' d N r _ rv S ° Mme e ? S u g O QQ 7$ ZS ' - o m - m - h p _ N ? m m ° Y ? a g w - xl. 8 $ 0 b $ S o m m - o 0 0 ? < z `` 8 2f ? S b L h ? - Y - - V y N a ? N Q 0 d 0 o - s O ? n r, b ? •- p k o.? ? 6. 'fy ? a r E O v ? ? 1tip°c '"ra v ?• C f O G tCi chi _ U Z E L ? SL I - f vi u ? O n v0 0. n °? a N o f o $ o o ?. yu O? ° p ., . pa er z R.- ?u ? v aC E mn u 0.. 5 :: II ? II II II II II - Zsue' caW •.4 ?4 a 9R!" 3? h k e • 0 0 0 ` n o U o ' ut y F v.o •H ? rs o I r . U ?^ u t p N y q{ ? ??,FT. W p y '^ m u rWi: ? n S- 4 H W ? o 'o' oo.? , u O 3 o u r ?; tt i .., oo$m Q ¢ E 9 i II N S L is o f 4 ? 7 $ ?. R _ - e. _ ^ S 3 $ $$ dd 9 ? . _ k 9 3 ? :_ ?y SS f3r, TT ^u as z d ^ ?= - _ - ?iT a I a $ H '-' 1 'X a $ $ $ $ $ $$ _ '- $ $ $ $?1X $ $ $ $ $$ a 8 .? '+6 } -- X C 9 9 X ^ ^s_ 3 L $ $ $ I $ .Y 7 y A ? $ $ $ $ $ a d ? e a d p u 4 ?! d 3 i s i i $ a 9 i ai a i 7 d [ € 1 i a S ? Vi 3 i, ! ?? 3?? 3d i : 4 i i! , d1' C i Z: i i l t i l;il S }?_ 9 • I •I. ?? 'r 17 r f, l l :: ?l :? : ` 9 ? ? i i !?_ ,3ii? ? ? i iF a ? :? • 1 ? 1 a ?? A rig , f! a 7 a. 1 i3 J. O C {/J t E Q p u F A U ?. a ? .y 'O C 1 E c u E n a a m % 3 a c 'q' 3 •4 r o . o °•o° Y w ° o v d F ?9?q v C ?,Gc T • ? U o u = v Z O „ ?' ? f o u I.G y3 Y wyyy ? T N C V. O o ? w o .. u o c ? y -5 p ti E ''f :9 ° eo c ^ c a 35 .o a?o?Emmu ? != II II II II II II z 3 -14 • -4 IDG N3 V u? U H N Ll1 4 _ u H N ? L 3 6 as F ? GN C dm ?y 3q ar N a_ Qa N • p. c g 0 ?y ?"" V •" N ? ? N N N ° ° •r d C F aG c?FUy m c g ? ? Q x m N ? ? V N C O C p Ob F 00 v N .y T N _ N '- ? n N N a da . .' a` N •• O n n °tl^ r O C vpvE> VN ?•civ cc ? NG v tO N h. ` o ? a n °y "? m e N i „ ws n N T o ? n... U o¢m ?'^ ? o q> v "_?9 °6 ? ? N o N r ?a< O. p ?q N Gq u L A N 1- 41- <q Q? m?Eo°u in4 in=v 0 U xMS. c'u c c 0 ?9N ti GC " O'er E n ?• E eo , °?O N h ytj q G ? p C .? e O ? « G.F w u o h o ` ('i e 2 S ,, S u A C 4. u y ;? O O q d ? SIP MOP Vrv•= oo :' # ? JJ - 1? 6L ?, r: 3H H R R H„ ?`?` HR R H HH3 J e? _ H@ H H tl ?• ? e(: H H H H R ? J - p .. 1 • M f 1 ? I Ji 7 ff - t?? 1 •{, f r. i ? c, C r r ?' t { tll ??':? '` • 9 R R. % H .:? HR H H H Ri ' k• V 1 J l "? I 1 y1 e O ::r x ? i' d• B S I^ Q •? B3 H B R HH o dy ?? ?? ?t? ,? +? ?. ? 1 ? .n? ?.-Y?+a ;' f,,?. ? a r?dEf?l?t ?zfn ?I ?? J.•?i,?MN ?u', {? ,??7 ?? •? 1 cJ'?1 ' 'MWn ?P {• ? r• ?. ?? r?? * t !? i rl 1 V '1 ? t 1 (t 1 l 1 11 V r 7 ?? 7? 1'1 1 ?p t1 ? 3k x .- 8b L I F. ?. °c xn, x `°''c .o uy on ,?y ow'•x a,N v u° o o ti?? ? *? •k co ° ?? eu ?=o? ? o o =u ou u = c 'o, o?, ;ou n un_ ? i?E a? ? ? m O y ? H n .D ? 3? t G C = F t = c 'ti''o n ?'? v n .S ,•. •{ E v N E 3 ,°« c0 u .E ._ 'H""` ? ,{ " V ?= 4 •• ? = w u E h = C A n O '"' G C u a`? +n C u] v r` ,?. ;E ? ? e 'ti o o = y ? y ,•y°„ 'v o u .c + •u :x w ? .c n ._ ? .? y u •° .. f° "?? yR?z E °- 's„°u_, u 'o °u-°•N °°;?n "c `r' x?- '? ".? Q=E39"'•ce agcy y; c ° ,a•? .°_ = = " _??' ° ° c F II o o 1-: e? t?.?E c = a `+'' 'x 'e o N = u Q s o d ?u .. 'n 3 ?e2 ?- u•.E o _ ?+SS N"W".; = E .N..= o SOS ? II u° u u °p25 v c c h v 'I' "i v ? m my ? u° u = r = N n ? °' ? y n R a.9 ° .._° v ?w o - " fA c u .n atl -sy .. y ;; ^ vxi m .rrm y m o E n o s y ??`? w o c G II o o f w o?: ° c ov _ $ FQ= R ;, E y o n aT0 n o -° o o c h v u F m II o nmw h^ no u q Q y ??"' o ? o p j c, ? vni II II II II o o N ? ? U ? ° na 3° « a. py 9 ° .,,? ? t' 00 II II II ? N ,_, ? E •= a c ° o o w ` g ye'^i II II u •° °' '? Cam`' `.•? " ° E H v c m v - x v . > ° ° '_ - .14 ? E q E Q V O v'S 'x 'v' Q u n .E u c'u .5 m y A'e ° o ys, t. o V o "J s' n z s p ie " °u'.°• a y a ^o °o•?uv It v a aoE a3L vi 3Qv ?F . 5?i! ? c ? S ,: F PG •w V u.o og ?3o t °p ? ? ? EEo I -. ? c ° ,n hnpoH? p a 4 s c ° ? ° mr.o .a m m,o ?5? I Z'; ?u ? Ti °o' o tt e a=q y "d 73 $ ? « n a r X ° :c « u .« ? 'a 25 25 25 25 E ? 5 •? ? L ? W N a? OOC' '? y Y 6, O'er o -I-- 4f '_•• .C i? m O .w ..? ° h N F 0 C C N N N E G e id ?, !,o e o ? c o ° c_u i1G ° mv.° E o o E•e I -. t E c a r .:P ^aY°i'€ b ? _a ? 911 N.^, 'x •3o?c ? '° g9E q C •O ? u d O? n '' C h G f V UGC C VN?+.n .o r'° u ?I c?,? •= g' c = v = ° c _: E 3 U ° N = ,o i $ 8 .-.s a _ y n .. m .. II .n u o 0 3" k E,c>'og ?I u o yr °ooo s o ? v pp°'° `?''••" °•= ? p•r?. + u .n a E c o v .7 n m 1.2 c v !•? " v 2Y. 2Y. ?F E 'o °$ .-? E €•o o a Nrvr7q `o = 3,=.p a: r I -5 o as I _? m a o b o.° ° > > °'._ = L'Q,9i$ o.=>c II II II II II °'vc £y I I Y. ? qn 'o E3 °r$Q_49 a a ¢ Q .?c -r° V909 U?^? ° u'u'a'uU o.P7 a t . a v a? "o v 2CC'n ?e ??~?~ U hoc k .. ?'?A .? 1. ?. rt. ^„?E ?? ._ k •r .T i 14.? , I _ „r s ' 1 }lµ 1 f i?1A ? t "?L.. ?w, Y I ? t,\'I AIL f } .. ,.ar t tr J?• k ? f j f 4 5 i } ?v4' p0 O O EO cq ep oq 'O• y o c o :° ,v_ ? FT N u ?+ ? C m co on an s c i c c c c H vc n cCC .. ?. ^ ° ? n Earn rn in ° ?F F s o u u ? v a E E?? rn h <n. O O O O T E E ou m co 3S F.. Ea r Egad a z d' 10 ° °'nn n =n u.? Z p u p = ° a.E E c ° 7 F .? ? j 0 0 G C a O y O n •a" T m` ivy a rwwZZn Znz nF y vi ? O? p S .O 0 3 9 y` E .« y? y aKi L +°'' ''' E o c o ' v v< o.o .? E^ E '? o ? uc n3 ? e n«N m'« 9 O_.. O O q ° L+ cFb «tcv. a« u P a'e 2 u cis e. o w en u a. o c h e `' a c.ic c .c u E ... - o c E, E V' c aT.N F u ,'V C, i'+ C o pp ?w C _F .?.. C O O ?• HI OnC C C a E K; G 1 ,- 1 f I .. J N L ?; ? :5 y o C?•0 0? P a q? a s s ^p 1 f.+ t. ?iPC • ...o u a •'c Cri v 'O n n° c ° F°. G ti •? GO v « E o u « V A r a G .C ? e tl u b N b"i .n c A n a m? u w ? v 7 ? w$ c a u ,,; 'O a• e a y a 5 0 ?.. ,an «Q Ea` ? $° o II II II I! II E„ a uo v u ? •° II oe L ? w ? n U ,,cc ? O ?• A :c FcwyE 6 ,c E c 7 'E ?: • .° a 0 1 a - NS 1 1 Nul I 1[x1 i 1[xl ) rill v rill 5 rlr+ a rrn? i vrn? v ••.? . - TYPICAL NUMBERING SYSTEM 1 •s$, . o Lcaxu IxININ Ur[ roar ? urr[1 sum ,?;?„„?kf nnu N° INrtI el<l urru r„ '7 ? ? '' NsuuL[" rlttl ur y1 rasr [ uLUrt.lsu ixrl nlwl CNI[l u r C lelu cxeN L.ISS s IsuK K sn r] . rtN r Ne resr a ' vvIxIlNLIxG lY1NlL IIrCIK rIrILL Ixrllx[Il xrl ' IINII IlNll lN[1 NYC x[ NICix0 ? '? - Lexnnl roan:: sl. ox r.NUt DETAILS Of TTPI CAL TIMBER BENT TRUSS AND FLOOR SYSTEM TYPICAL SWAY FRAMING "-j a i7l b s fl R 214 2 14 Ce II NGP ? !! EE;; r°ir51°.r?3 ma,eab m ??UrA ur-cr.rm -.wv so'?Pn w.om-m g?r'O.I?Y° aa•aoc ?cr:i?$ JJJm $?rw m.o aoo= - .1''o ,?I -nrwura mario moi+oo ?~ ?a?aa aN:-b.o Z.b incooo o-=== °O?°? :-:•:_:. :- $2 _..J Oe co SGN co :e ouo= ?L ='r+iu.. ina ___ cuouoo s JGOC' .• 8 :e bb r. ?aGaL- - A t t" ;e oanrma - tttt8. re'6' ."oS.'vaCt LC:=^d .'o'myaur SCG.:o .omJal,. ,"?,RE yo ??SP: AOtiv }5 25 6 5???? ?y?Sl? ? u au u L muu w a = Gr _• In ?O o & Co - ?G Ur P 6'i'E N?aG i4 %4 ?J L4 ;I L48??? L4 ?J Ll bb t4I P G C 4r +r C ;1 mCmNC C G , ?^I e7SJI?ao coal -a .oo-i.+'J ?u t -8i ` JL'oeo a$°8? :e - .°o£SYn= , tPr..3 oul -• i?au: co ur i, mil' w =??s P I?? ?Om?Ob J. ? +yP C7NO'ON aPJSyI PVm0O GNU ?Vm?OG NLL+LI h 3 ? n G 8 9 R _ g ? n O CC3J h 2 O .- n O ?.rac t???? ??. i ? : ?? 1„ ?? ha? ?', ? Ilh r 4??u?YN s ??1.? :1" i? ?A ?r ?`???? r I? L4 t N r +?'x*Ne - 7 1; 4 s i t ' - J 4 J G 1 .i? r ? T Y 1 '. i ' I rl;'*1G , s y "iS f? [ fir. ?a Ire VI 3 u., d .,,.1 y Y H 5 W C U C ? O " F y 3 a 3 v~i t J 4i < a z s a Z o J y E O u~?7 s E 0 VC 3 O J J S e? ,.r S e;i144n nevT.Si '.i("osr°.? °n°m?ma -_42n -..°o °n pre'3rei? ? oe,m __rn n'?nvv ?n?$.°" r^?n mmm u?Soa? P 'n_^? rn ?P vo.or rv "" R H ., O d _-LPN Rneevne SR ?'.Qa N m o?8g .___ n n ?9 g- - w? c? 2 pr19 O P N_ m m --? n vv2 29 aae9 1W,9 a 12 ?q 2 _ e r a ?u „n m. _-- ----- 1?91 ?rr 1A Ifr RP:AA eV4 V 2 nZ929 ?2 t2 Aee42 '$a ?n .?oe_ 9 z2 o?,? 58a- omn P t 3 - __-_a ?r? ?a ee $ $- - -m ?P--- --_ o o o o ,n - N - Or a 0o.?0m - - m ? - - ooooe o000 00000 00 - - - -.,_-- YI N, nl Illtlll rN11 Ilt r • n1N x1 N+ Illllwl)INI N 1)Ir1e II IINn ilrrltll 1 Ir 111]1 n1N 111 Il, 1.1rn - uu a un ??nltu . 1 arum ulna n Iem. u unnm lulu )1 uunu umnw, I [line] melon I i uulw) nvelrul a 1nTU 1 V u 1 _ °' NIMOtlI AUM 0 IdAl N31SAS tl0013 ONV SSlU 1X39 S39HII ICJIdAl JO S11 0130 +.,1.111. wool lnirrl tool.] )Iln11i fun. nlnee - 8 Inllnrllrl „nel xiinl non, Inn Nlnrl Mt u1. Iw m1 nil C1'tn uun. nom . nm utn nN, \JJJ nnu nvoulln nut txr ni uol Inuf nm In°1 nnuu __ IIPMi q)OIIIw In, Irn) rLLnl Nul nu" ? m11 ?rnm,n, nrenle va amt s ? z NJISAS ONItl3911nN Mid11 Z 1 IIIr 1 Ir11 1+11 t rl,l t rl?l III t 11 t 11 I Imr ???---sss+++{{{?•???' t nl{ t rr - • nn ? 1 rw{ I+t n11 ,, r rrA W Iwlfy 1""' A U II nu I+u 1r l.rnl . . u .1..111. 1..1.1.... \p? e.t ale, , wum unn tt . ? v Iw. wf Irln n+ m+nu ? m+ mnu,ll+. +1 .1 Rni"NNON 3901ae LXI 4 a a _ W z ? o W ? a f Z G ?_ __??? z z? - - 9 9 w 3 S z {{! J L ? O G r'1 ?1 ?0_P r -o J 6 !J p' ? ? .nnQ»ir{C pinDO?? ?m U p nP?n nor;o?? J r?T a x&=P1, 2 o ? k oa _ _..>^ A E ?7 n'pidu? ?oR?S? o ;j 3x nov.P mznr-? o?n ?F '.?f 1 .?n?, ?X1 J ? d qT r ?T ?*' id h??j??y?,'v'? f ?1? W11GG•^??FW+)?„W?'_' M;Yi?t?4?^?+pv+g9m'o'R"? '?4?., 77 lj 91 y? -: IFS '? "° t.' (h? 2 ?> e?T " 1 i?.,1 rGi e f , 1 ? ? r r i ? k r l 5? ? p (, 3 i 1 rfF' ,7 t 1Sf ?l q t 5 t 4 Yep' 'C ???dddyyy x: 7? y H n o 'o a T O Z ¢ N M N .O M N S :M1a .•? ..a ?Z v?a rv?a o ?h Q W i-n a. 50 v a ? a?4 ? r+la s xw x O a c a, p¢„ u ? O E o r a ? a ? I '? '? H y ri a ? & n n ` Z E k k ?„ ' d aF z? N ? M ? ? ? ? .. O ; ? II II II II II II II rsov n v o ,a w e'" c Y E tt? .$ ? M N ,., y ? M II II II II s aak> F - - T I.» 1 v ? W r oo s j w w ? 2 n 9000 2!nnnn =2 3 mo ro ? ? ? ? ? Im Naan mom 9 _?_ 7Z?pAn ERR W • Y 4 x u N ? ? ? h n, y, w 6 O >C ' N N .R- .Pi E C k I ti O ?., O O O V °? ; v I •n^o n C ?r ? I ? M m N %w N ? ., ?? a ky ?V v a IV y lV IV Wy N M yy? yy N N y N ? I II II > > II II > > II > II > 'o w N c v N o c _ ? O Q as kI V ? g ? 5 5S 5S y o O c. O o O n x S x } a "1 ca d: .C uw F. ? J E c ?, 7!fS , •a , a E ? II M" A R `r Ca W ?z ?G D •o p 't F K? au OLL ', E c. wI vN ^L < rc 0 w i a ? 0 0 V _? y?•? Iy Iy Iy II II II II p y,e: N O ?° y n d o ?q N h CL 0 m a _a o Mg aN ? a$ cx m 7 'f~ 3 A u' c o w A .? o a II F F d O Z L G ?O ?O Z ?O uy as E a O ?. SQ a O o x S' z ? o w ? G E ?? N N E •? k ? o v o v o 0 N ?. .moo n e 14 c4 4 O ? T ? eV N ?I t N h M M N N ly rl o M o 00 00 N o r? o n o 0 0 0 0 0 0 0 C.aei N ?' N N r; s x z 0 CL ° ° R 4 o u IB IB I I IB B i s: J JIB ? J $ JIB V v9RR ? J ? JI I n I K :r ? :5 c ? o r c r o Y. ci o 0 ?' 0 JC I J I I 0 I ° I 0 I I 0 I 0 I 0 k5 F f4? °Y ? ?. ? ? n G3t4 4 E '4 d • C H G "f e d c. c g ;, C i r E v ` 1 o rM1p °. ..6 loco ti t as H2O 6oo B u JGO x V 5. .? V I61 H/S . a y.d'0 a U ? d' ? 20o F a Y ° N/0 A`0 I o Z a S'O /00 b v ? e 'S• tying r av eing i ? c (l tee atri gsr) ? i F HS I 0. .10 10 30 40 SO 60 70 60 M too BRIDGE SPAN LENGTH (FT) RATING CURVES ARE FOR MULTI LANE LOADING WITH DISTRIBUTION OF S/5.5 PLATE 1 J Is 0• ea Iles' z r § 60 19. 3000 Gw. Bq. 237 1 00 1 Type 3 U-u ; +CYb 77 S•/2' Y 10001000 !0 Id s•!r ioo°o Sop .5.3: r? ,o _ s•Y S•6 8 6? ? vs SM ? 3•SS' 3.• 400 k ti M IB ?:1 2J0 !6 ° g loo !z to s• slr ,ngrr pxnq • s F/ e`omcle Gn1n Spon l • 7 S•35' a.ld M,VAI ownI L4, t fnnx;/y233"^ Sel l on a n io so 60 70 co u w Poal,d L nn • 16 nn. Spun Ln,glA. !I CURVES ARE IOR MULTI IANE LOADI NG VIM DISTRIbU TICN OF 5/5.5 tl ?yl u.« it yA r? 1a i . dRt.. 2Ay ? ? 9:.ki NAZI ? I .. . R 6 l S•//• ' PLATE 12 a f0 L »oa kcd zr eC, S:9 5.9 s. r 3000 s0 r I 1 CG. ! 1 5.6• ti 10 0 0 N ?? • s /r /r//• 19.49• s•55 0 0 1400 Moo 40 q° 36 3• a ' f S - 2!/r /7H!• C 9Oo 900 34 32 3o ° s' ' -k'R - 4000 6reuWA.•!6T°n? T e 352 /( il '` n 700 a 600 500 j 28 6 ~ yp n - o 400 y 300 I6 q 22 3° e ° t ? 200 ?a 16 t'i t too It s° 1 b,` 7 J Q 4 /6 H SO 9 S, r 5 • Slrinyer Speciny in F! Ev°m0%: GG%ven: 7 6 { - VY / 5 Lenylh•7d 5.5.5' d r -?•• to 20 JO 40 JO 60 70 so 90 5 Gen lh-Fl. P°^ 9 /o0 Lire Load Momenl C0p0:e1Ay=119Aip F1 So/u110n 5 F P-.I.d 4im1l•J0T0ns t CURVES ARE FOR MULTI LANE LOADING WITH UISTRIRUIION OF 5/5.5 y. - PLATE 13 '? -" W S & & & 5.90 /SO• b10F /SD I /AO?IOI ,9.e• ¢?I 5.7 !•6• ?Ipe J3 Un:( l0 JO 40 aO 60 70 so M AU Jp00 L•rq/h • H. CURVES ARE FOR MULTI LANE LOADING WITH DISTRIBUTION OF S/S.S 1000 e0 r. E 70000 50 1800 ro00 700 K` ie0a 6!i 4i E Y an io 700 600 0 5000 to 1, SS FE r1 n.: ° .0 w rr •.?y Y . 1 300 2 4 E0 ? a zoo a ro ,§ ~ ? /00 1r R ? 1C J SQ b 9 b'i •n: e 7 t "I. J//ww L O• fnq/h •70• 3 7 S Livr LOad A(-f COporAy • 4C7 K•p rL ,., ? ? Po.+1ed Lima • 2B S a - ??' }" '- ?? J Q r: pq uy 0 W m ~ ? J '? G m m m z° g (n I i ll I a j ?J ? ? g •1i?t} s d m m m °m ? ?r?a uroa on f ??l h 11 li?I ?? IaI I?? II f i 1 ,x T A r ? ?I i -. ?d ? ? C n A ` . ti t0 t ? n ao l 7 % 1 0? 0 I F F W n? I V 1 ? ,{ < "1 h n N I ry A as \ ? n v +. a o r o a° Z i° m? 1\ ° v C e ? y; ?x 1 _' r J 1 y a f'. a Y ?Hy ' y b ? O 1 h ? 0 v w U #? J ? h4? 1 ._;i i 2 ? rllry c`\ VVI . 1 ? Q v 4 w ? p1 ylA C ?1? ? °j ?c ? f1 ? ? F ` ? \ 3 a n ° ? ?$ > * Y xl o ° +1 1 ?' d o i h w n l? ?c a Y` 5: V o vio< V h 11 °10 it II eft n: hF' L J ' ?? aF` n \ u u ? o ,,. ?, ? y F ?\ u , g ly f -11 ° 14. Q ? I .r r \?V ? I ? ? F 2 0 ? • - Z y,, 9e A p \• OOI?? x Y k ?- k k 7 r w J F T kI c a ll YI t v u c „'?? k y ? Uy ti k ? V ? I >r \ f 0 '? .? I C? 11 I O m a ' u .? •? , ti 4 U `*h I 11 ? 0 ?I? U0? ?!1 E F 11 N 11 [r j II ? y e N? hl` ?I ? ?, Q l ? `} t l VV x Q? ` 4 ? N \ 0 r 11 II ? N I ? h P7 n= ` a PP e 41 C ? o ? '1'7y n o. ? ?° v ! a \t ? li u u 3 ? ? ~ ? 3 >r 4 „ ? 0. 0. ti tl tl? a X. R •r e} ? `? h fe \ ?? 5 ? U y ?t f's 4 a r a, 1'r ?a? Y?+? ° ix Y 7 1 lr e rt t' a y , k?V - a v 3 yg? 1. y r r*iR? r r f? 1 ?? i? 1 4 L%3 r; f _?rf y t+. ? G' o o° ? ? .Si Q a o k?. . C. 'O? hOJAO. EE?O`i _ '? Q W C7 - U U U U U U U U V V - ZD O o 0 0 1 L u, p u? - a C7 h ?yyr " .y n -c ? tYT' SI • o II n a g v ? ??°.. ? a „ ? ? k x ? ? ? V 'r O b '? ^Ir 'a 1 0 C ? a li II 11 ? \ " t \ ^1 q V h n e \ F \ It h O, h ?•( V h ??v i• O r ^1 •I' n?c ? nl nl 14 y{ -A #17 4 h ° y \ ?r ^I it, ° ry Y 'A x r ? ? 14 N A A A h r ` Iy c G t e h h?'G r ?F {? I t r f ? ?? I ? lAP ?,"/7 I &"1 ?? 1,.,11 •`? .. - - t 3i, .4 n. STATE OF WASHINGTON DEFICIENT BRIDGE RATING SYSTEM f This program was designed to compare deficient bridges and assign priorities g° ' based on data coded by various individual agencies across the state, s Bridges are assigned points for various deficiencies; the higher the point e total, the more deficient the bridge. ? Functional class is not a criterion in this program, as no uniform standards d i l l ! - eve s. C ty are required at the County an ¢ We are, of course, trying to "compare apples with oranges" when trying to decide 4 how much vertical restriction is worth in relation to load limits or a high ADT. V However, field inspections to date indicate the assigned priorities to-be quite : e acceptable, leading us to believe that the comparisons made are reasonable. or Each category considered has a certain number of points, any portion of which may be assigned to a bridge. Up to 10 points may be assigned for estimated d remaining life, 5 points for roadway width, 3 points for vertical clearance, 3 points for condition appraisals, 5 points for ADT, 10 points for load capacity, 3 points for detour length, 1 point for approach alignment, 3 points for vertical underclearance, and 2 points for lateral underclearance deficiencies. The program assigns points to bridges according to the following charts and logic:" s 1. Check Federal-Aid System. (Only Federal-Aid bridges are presently t eligible for funding.) 2. Check the type of service on the bridge. (Pedestrian only and railroad only bridges are excluded.) 3. Life Expectancy Points The life expectancy of a structure is a very significant item which relies heavily on engineering judgment. It should be carefully determined, based primarily on experience with similar structures. fie. 1^M" ?l'1` FF A-44 1. r ? y f 14 V i i 1 ? r t , 5 I ?_ ?2 /e B 6 2 0 years HI Esr?..??o. &F.y.4Ham M n (One point is assigned at 10 years simply to indicate to us that a bridge is within an arbitrary 10-year limit.) 1i w 1 •. r1 4. Roadway Width Points Except for permit loads, the maximum vehicle width in Washington is 8 s ' feet. Traffic is not hampered severely in lanes less than 10 feet wide. d ) + ti' F We recognize that varying "friction" factors are involved when multiple l i i a ane s tuat ons are encountered, but an involved program is not Justified when a bridge will pick up less than 2 points for that situation, and h 11 " t' w en the 10-foot-wide rule Is quite applicable to the general case. l e .?' J? iq iryry rjJ1 ' h?t ? [ a rl+ i 4 ?•'? ? rt n -2- i1 a' ? , I 1 M1J . ? i ?t 1 t ri!? 1t??M,?? t ?! 1 f { ry? 4tUµl, ? 1?, 1 1 fr` ? (f J } y ? IG ?4 2? k i r1 'L f / 1 n r w ? •? 'V ( xy The average lane width computation does not consider painted or raised medians which might exist in multilane situations. This is because: 1) The FHWA Recordin and Codin Guide does not ask that median width be coded, and 2 If an agency fias a Moot wide 4-lane bridge with a id 2-foot painted median, it was an engineer's opinion that four 9-1/2 ft. lanes with a median was more desirable than four 10 ft. lanes without, so no points are assigned. K _ 5. Vertical Clearance Points Legal height for trucks is 13'-6" in Washington, so any bridge less than this height will force a bypass by legal vehicles. Certain vehicles are allowed 14'. It is our experience that bridges with a vertical clearance greater than 15 ft. are seldom damaged by overheight loads, while bridges with lesser clearance are damaged more frequently. The base line for the graph is, therefore, set at 15 feet. P wrs- 2. A"Id wo j A ?d /9 is? ! /2 ref VERTICAL CLEARANCE' -3- r v? ? 6. Condition Appraisal Points The deck condition, superstructure condition, substructure condition, structure appraisal, deck geometry appraisal and safe load capacity codes are compared. The lowest of these six Is applied to the following graph. i. i 7. ADT Points This branch of the program only considers two lane and four lane highways. Six lane highways are usually Interstate standards and this program does not attempt to evaluate all the variables involved for such situations. Bridges of that size will probably not qualify for bridge replacement funds as they are all relatively new. Up to 3 points may be assigned on the basis of ADT, and up to 2 points may be added for bridges with less than 12 foot lanes. -4- s a: J?? +???r fi r Rs ,F prat iJ( } f,?, 1p ,1„ a ? ?? A r ? t t ? ? i ci x l ?' 1 f ? 1 -5- w ?l??t m?amn r, ? A n n nq?^? ee?evmA ..?s ?w.Ml..?k V n _ a ??o? ^iw wr _ q a c m ? ,? n xr,r, r ? 7 .>J t ? V Y ip ii r ' t j l Y y, I ti? , ? ? 4 y? p ?lY ?' A•,? r '??ln ? 4 My LL -ate V'?, '. Any bridge not capable of carrying a fully loaded legal truck is considered deficient. Because certain classes of legal weight trucks cause slightly more moment than an H-15 design truck, all structures with H-15 capacity or less are assigned points. Trucks are divided into two basic groups in this program. The first group includes the H-truck, the 3-axle (type 3) truck, and gross load only. The second group Includes the HS-truck, the 3-S semi-trailer, the 3-3 trailer, and alternate interstate loading. No points are assigned for railroad or pedestrian loadings. Some confusion resulted when the HS-truck was used for rating. The Intent of the Inventory was to list total allowed tonnage, not standard nomenclature. An HS-20 truck actually weighs 36 tons, so "36" should have been coded, not 1120". This area of confusion Is circumvented by -6- J i' r< iiw ?o 6 checking the safe Load Capacity Appraisal before assigning points for HS rated bridges. No load points are assigned to an Hs rated bridge unless the safe Load Capacity Appraisal is coded "6" or less. Points are assigned based on the Operating Rating. If Operating Rating was left blank, the Inventory Rating is used. When both the Operating and Inventory Ratings are blank, a lesser number of points are assigned based on the Load Capacity Appraisal. -7- i i s f1-ZlucK? ,f y? 3 7`rr?ck) 3 i Gross /oar,`'ari/y? Z I . 0 /0 9 8 /°oivrs , 7 pssiGrYEO 6 ?+a !. OPERAT/NG,. ?;INV?'NTZa?Y...Z4r?'NG ? ?_ _.; is • 9 8 6 a 5 Q? 4 3 1 / -D ( 3- r? 7J6 2s 2f za tt 21 20 /9 /B ivw a .Irilers aller) F Ttio//er? i Ac /s / I 1 vE I z ii N I ib 9 S 9 A' / _S N4 1 ? I - ' o -e- s r 1 Y ?' Y ®1'i7Y n+ r?u ', ?tsiu t N':4a%? .ed'v 4 1 li t Y ^ 1 ? 1 1 ? l ?! ""51sF ,Y,KNI, 1 f{ 1 1 1 1 1= 1' i i i 4 I 1 ) ? ? ,f1 i Iq ?; 1 ?- 11 Yn 555 7? "` ?? I 4 l 9 1^ { i??4ji+ 1 ? JJJTTh 's?<4Y J; ` f ( 1] r? i t.? 9. ADT X Detour Length Points The detour length is not a realistic measurement device for deficient bridges, as a brand new HS-20 bridge may have a detour length of 90 a' & miles while a critically deficient bridge may have a detour length of 5 miles. Detour length is a measure of deficiency, however, when present day traffic is forced to use the detour. The program checks the previously m calculated load rating points and vertical clearance points. If either of these is greater than zero it Is probable that some legal height and/or legal weight truck will be forced to use the detour route. Here the length of the detour is a measure of the inconvenience involved. ?.s c ADT also becomes important here because higher traffic counts mean more wJ trucks will be forced to use the detour. The percentage of trucks in the ADT is a factor which would make this portion of the program more meaningful, but it is not a coded item and must, therefore, be assumed &dp p constant for all roads. t T. lid ;Load CA/Cqu?Cj /7a?p d. ,rG q 4 T ?_ . a Q /YO T/T?Y -- r - ? n Yertica/ C/taQneS /ooin?s.. care yrear_ n _ ?io% j-. . i r l , i 3 1 ' • /FSS/6NE0 i i ? ? . o ?e 20 30 ?o so-! co I ,' A_ OT X gero e Lemwll 10. Alignment Appraisal Points The approach roadway alignment Is not a critical factor in determining the deficiency of a bridge, but is included as a tie breaker. -9- Assuming two bridges are equal with respect to other deficiency points, the one point added for a poor approach alignment will indicate a more urgent need. 11. Type of Service Check The type of service under the bridge is checked to see if underclearance points may be assigned. Steps 12 and 13 are by-passed for bridges over "Pedestrian", "Waterway", "Relief" and "Other", as Identified by FHWA codes. 12. Vertical Underclearance Points For bridges over roadways, the vertical underclearance Is treated exactly the same as the vertical clearance over the bridge deck. S H? 4 s g A ,n -10- t M1 ! ,Y f } ? ?y ( ..rnF w s u ? ( _ i J f t I ? 7? ^? ;,?:;? '?'? . r MINN= y n .qA 9 ?+s`r w"*Elt`? Y,53(+p?a i ti„ ?'?.?_? + tl ti^ v ,3 ? t f I,:a iL` V f ? fx1 \ t. ? r O N `f 71 t ti E? ? ,"?'' V ao-{ m o p `? CJ !r t f 1 4 lr.: y ' Ono 01 s`? e a ? ?? !r; a t k7 t? , ?'htI?NO, MR. Ji r ,? r a ? ,t E s'y?t r t?/ `„ ! - 3, ?! aa? ";pr r rlu?r .tuen a z ? r,«rvm.<sswrm?rrflvn'lurgii+.vrsNam ril,tur y !;• ?u ?°ti? nee-:? i 1! 4r !. y !! i air fI1'?ft? ;Y; T, f I ? s i STA•iE OF WASHINGTON DEPARTMENT OF H1GF1ldAYs OFFICE OF 5RIDGE ETIGINEER San-,pl,- RATING CALCULATIONS Mzde 1/_,/ Date .5t- Bridge C;ecked r1. :z Date Portion, of structura fr ?rg Sheet No. / of sheets STRINGERS_,9//n,.s Net Size ,S"'• gyp" Net Sect, Mod. ' r-() Dead Load = 384 "eft Span _?Oz: q, ? J . K 1~r1 t. Rdwy Deck_ S„ /mar /niece) Surp. " /-.Ir it or Cond, RATING Capacity of strip ers ;.= 2 = D.L.M. =?2= ?S=(2GP" = 6 s 19•° Available 'or L.L. H-15 L.L.M. _ GO 0V_G-J - K-f•f / 19.G RATING (?I ?.7 f/'/5 = o .OPERATING K/1,12 Capacity of stringers (f= /.F), - =,<? Sfi-inger J?odLood eCK D Surma 140= 20.9.0 JG• D. L. M. Available for L.L. O ••,:i., pe, stringer Two Lanes _i5.? or line of Wheels One Lane 5?. (^ n l = ?, ;` per line or vrSeels 'AXI`fU! ALL04/ABLE LOADS Two-Way Traffic One Way Traffic On Single Axles - /,,.fib, S.L. Loading Oa Dual Was 0n0-1-14y Traffic On Single Axles - Or, Dual Axles 12,1 c'rurgcncy Overloads On Short Hitched Class 8 = _ /•¢,/ ??,,,?,., h. u Project ....._-C/YL G11-Q,-1 C4z?al ........... .............. ....... ............. Shcct No ! o . srccts ?. ., 5. Ii. \o. ../.l_.f1 ...............Ntadc oy.._H.?F....... Date .c.....°.'.6'.2...... hec'.c Gy....cLS......Date ..... ?../ r....G.!... k ' ? S??r/nn? r hnsfi?ra ? F One r?e/ %?ro?i/c S/. Z^ /ie"C15, -?..7 7WO rc 0,7,!: W04f Trlf1/c 7-y,/o- ??ocl l-i-orl?l'c r,- 41 K # u - L c/al i7 lo% / ???? ???13lorr G /0,7 (,96) 0.7 -27-1 r n' , p Trucx ; ?$0m-1 7 -oi/c9r z A4.0 (?1G) = Legal ! 14.50 (-?G) Leyol) /G4.o (GO) = 53.0 ! 25 ton 64.0" .(GO) TO/tf 7 G0.7 ZO (5=) = 50.% 60,7 (5?) - ='0•G a Truc;? a Tra/!er "" /?5 0 (64) = e?a ?'t i.o (G?) - Leda l 0.7 /60.7 (%2) G"/.? Y3bTop 60.7 (y??) 63.5 TGr, p /D ?60.7 (7,Z) ?GD7 /450 (7,Z) ' Legal A. .b (72) 1 ? '1 u/O VIAL ' f TruciC /r; tons p :E yu..' Truclc - S&I721 T/-a;k,,- O •, i i i - TrVcK d 7r4'//0/- r5t t ? } ONE Y/AY TRAFF/c ?? Truce; 17 Tons c2 3cml. 77-alkr --15 k 44 7 .t fSa 9 Y project .... J-r!!••//? ...........T..o.l.f.:.. ................. .ncets Sheet NO.. /....of .... ; S. .H. NJ ................................M:laC uy.....G-./-1.r2..... Date .... /..r..Lu 2...... Cnecl: .ny....G•/:./.?t,...Date ......1.'.2/....`•?,?f-...... ?. .. F/oorh;;orrrs 20°1 5? 7 17-f 9' f. c/r?c/ _ /--7 .9 .. F/oorbee7l-n D.Fad Load SU rA' ij = 07.75) /= O _ 103"o S'/ringers = -:/E C :D c,< (17.7,r) G _ - 20 =i• Surf' - ?? ?? u''r%` ?nac. - g 7 F/oorheam. - 65 w 136-, C0P47cI7?1 o{• -Ioonccavn <?r=„1G.6 %In=) _ IS-6,0 D. /. /Morn = ` 796 ?z} !;?? , : ?z ^"ff . L = ///.6 Avoi/ah/e for L/ve load ° !rr?nc?c7 fl /5 L.L, Ilorrr r' .50 % ,-,7,0 _ /2.60 (/3) /2.17.= 200 ? ¢f R07'117? Zoo OP ,ro 741n3 - 7 o Y/otf' 7rolirc (ivirn /mrac%) One Way " 4/i70 /rnPac7`) Co pacify o f F/oorhevrrr ?? = z ?.O ^?rr =? 2;, ft D. L. 1Worn. - ?r ?jvcr/ob/? for L/ve %oad f 1'rn/%ac7` !f%?.G l: A Two Way 77-0/Fc ?J ,A i?j ° 12.0 ^ per//,-"e of One Y/ac/ T/-a/ 1c = h=5-?' per /ina o{ >>/iae/s sqq° ' lvlalf/rrrurr7 n1 r/ond. c ' Two WaV 7-relAC/c Orrc• f?a:/ Trar %a Sin C//C 0;, A2 24r Dual oy,1e Ton /rrn\ r? 2 7. 4 Vi turf r//cr/ C/ass.?rJ l!• a ?? %;.-:,-`? ..'.1. -r ' Lo ?a/ %-rcc? r .:. posfirr ra•?J ox u/% t :/ %% p?.. ",'' , ?^? '?f . ? ?{ ,? Goad React Lo Le 40 u, LC: Lz LzL, u, L/ V L; (//L L2C/J L/ • 833 * /• /79 . GG7 - 833 -.Sao -/.000 -, ?` . 2 6 -.236 Lz . L z' ITa to/ 164J 1 / / [ If D. L. Co ec f /VC Lnn? _S??A?r: /•/-/S timber Loading Loaded Irnp. Coef Cogc CoeF !r7 i ? L LoncJS,- ?s cone unIi+orrn From- 9`o Len fh Fac'o Co c ,non?l Loud /? •or,. l.nad Cohc ?Unr, _Tin n•o/ W h L/ All /20 .20 f/./79 IJ.S ra.s?g •?J•n. ?.o I •r..; rrz: +2 +.0 r3<;o0 /I1.4 FG0.4 u, u Lo L_ L2 Lz; i - /' os ldember Descr pawn I NO LIZ. I/•/5 R t/ q l S/re c '/ 7 / ses 0? ,??a t/ c?- ? 1 e4 /ics 8ir??? n/ cc o I o i]%a/L f1//nw t i I c /n /I Ro'r• n/! (s re 7u al ?,+ •.v %a/ ?. Lo U/ 2- 9 "Ci IC%/r ?4G •FG8.4 /L3 /47 •?-/o/ I ZZ L, L z 4, LJ p?, wk i r a SSE ••s STRINGER A\D LO>:GITUDI\;:L B3;1 i -?r•???c?a?•?r?u5 r.?z:? Floor Dasigned for one Floor Designed for T-uo Traffic Lane or Isere Traffic. Laneo traction of Limiting, Fraction of Lir..iti i a: wheel load Stringer a wheel load Stringer to each Spacing, to each Spacinp, stringer. in feet, stringer. in feet. Type of Floor 91 Lane- 10.1 Lane. Planks 3 x 12 S S PTanky 4 r. 12 S 4.0 S 5.0 S tto? 3.5 3.75. Strip 4 inches in thickness; or. wood block on 4 inches S 4.5. S 5.5: S plank sub loor. ]405- 3.75 4.0 S Plank, 4 x.6 S ' 4.25 4.0 Strip 6 inchesoor.•more S 5.0 S 6.0 S in thickness .0 4.0 4.25 Concrete (timber stringers) S' 6`.0' S' 10.0 S SO- 4.5 5.0 Concrete•(steel stringers) S' S S 7T.cr 5.0 5.5 S . spacing, of stringers in foot Longitinal Laminated- Moment - PL L4 Distribution Beam z lane 4.r.dth per line of wheol's: (Max. 4' 611) . Xo Distribution Beam 18" + depth of lamination per line of wheels. impact Factor I o 50 L Loaded length of structure 30%) + Y L25 Longitudinal Laminated Span 19 foot or less Horizontal Shear Distribution 13t A./In 2nd Arlo 3rd Axle Distribution Beam 18 " + d 41-6" 14'-6" No Distribrtion Bean 181! + d le" + d 18" + d A I: a } w o? ,-,?;?y ? - ? r r^?. ?,tu ?7?.? . i ?,?» _ s?urrr?msae? r v ???s?n;r?a?e "?k?? i ` 1 ??" ? ?? 'u+ Jt ?? ??tiG?"n+'?, V 5 Y r 1 + ? +" r .n ) t kl ` ?1 ) ' 1. 7 ? aF 1 r 5 ??r+ ,? ? ll ? ' R ? Y q 1 l? ?i t F ', ?? xb? Sr a c C r ? -? t r 7? Z ? 5 ? I J' Ahh f? r?? } IoAy, 1. ? ` ''?` r V (VI ?W Or?-i M? ri riNN 10 O Zn O\ \O G7 C7, O ri r-i ri N a Z [0 F O N O ? M ro a Fi N O v CO c] N ? a ?x N O ??yy C N .14 a U C hl LI\'' O p N O b 1 a N C G O N r N O N rim rl C6 N N +c O ri ri ri N rai 01 ri \O H N N t` n co M OL L!\ O ? r-1 C- N ? a O] VL CN co M.7 V N 0\ R O N MLf\\O co O H M.•.. C. CT O N Ln ti O N . MMMMM M.-.:aa-7 a...,-7 Lf\Lr\ V\LfLlC\VLl7 _ -707 Mc0 M co MC- C-- N Mc0 MC:] M W MN.-70L .?O]Z O vri O N MV\lom OL ri N.7 V\ [`-c0 O r?M a\c] N c?0 N ML+\[?C7. O N N N N N NMMMM M Ma?r• :t aaa alf\ Lf\L!\LI\Lf\LA 10 ' . N ri Zn o,a NNNN m N [• ri \O rr N O 'A ? M c0 N M N N \7 I-1 V' O M N ? O ? • '' N M1 '\MM C +.1MM ? . 7??? V \L \L f\ in C\V l f\ L.c\O]Nb O\MN?.C LA WN?Oa WMti ri1A r?" 2, H N N M M M c`IMM M NTO 0..?'?.(?{M rl tnb? 0\ O N MLf\\O C-OT 0 N M a\o C?-o\O aa...-7' .7 VLLA L'a VL Ln ri ri ri NNN NMa 7 O C\O O\ N Ll\ 0\ N l^ C\ N ,.o o' m V' O .= L` rl L/\ C\ M, . 00 M [? ri t.1] 0.J N Lf\\O NCO O H NaV\ % co O\O N Mmf l -, O ?{ r\a\O t`? O ?r{{ N r{ ri ri rl NNNNN N N N M M M M M M, a._...c as a.7 V\LALf\ l.f\ ' in NLf\ O N in q] r.l MAO O, N co %plo a r•-1 ..7 m rl D C- O M H O c!1 ?D O m o O, m .?Hc0 CTON M.7 c"?T ?-1 MLfL?p mO a acj M VL C_O?O N f rl ri H rl rINNNN NNNNM N MMMMm aJ, % a.-...7?LtL LfL )4 Q\r{ m o N N Ln N O N %A Np N V\ Cp O M o 07 ri .7 [- OP LtaCO ri ' M M10 ti-0 ri N M Lf\%O ti co O r-1 N M LC\\O N co O ?1 N cn 't) . O\ O r,ririrl riNNNN NNNNM MMMMM •MMa_qa 77-= a 11L -T,A ti O\ r-1 N a\o Co O N a \O Co O M Lt1 [?- D` ', N .7 \O aO O M IA MaV\\O c0 D\O 1N• aLn '-co Or,NMa \O C?cO O\ri NM.= LC\N o7 Hri rl rl r-I rlNNN NNNNN MMMMM MMMMa .7..7..7.7-. .7 c\ O r..? N M L!\ \O N 0\ O N M Ln [?- co O N M 1!\ t- !T O N a N O\...,.L!\ M Lf\ . N ~ L(\ \O rl W O\ O , M.7 L!\ V' ti co O ri N M Lf\ ti cn 0\ p ri N \O H ri ri H ri ri H N N NNNNN N M M M M M M M M M. a s -7 a s a M-7 a lf\ \O ? co O\ O rr..?? N cy\-.t LC\ \O Co G1 0 rl N Ii r-i 0,-- 7 L!\ \O t• O\ O rr-{{ M=. I^ N H 00 0\ ri CV M.._. VL\O C-M O\riN M .7 Lf\\O N co O M rl N .=C •ri ri ri r-I H H N N N N N N N N ??N]] M M MMMMM co M.,7.-7..... .-. ?. rriNm +1C? ??m0\? r-i NM.7 L'L ?l`P1,NM MMMC?'1M MMMaz a ri ri ri ri H ri H rl N N N "N N N N M cu N N N N N ri N N N N N N N M M M M M.7 oz =IA Lf\ V\\0 \O \O N N M-= r?i rl rl r•i ri r?•i ri r-0 a, l rt NNNNN N N OpN N N M crr'\ M M r`a'L M M Mn?c M ? O O rr.i1 N M a Lai\\MO f-m ON\ O H N C+rr..j \O O- + • 07 0\ O mco N fwr\ 1C\\O C r-i ri rl ri ri rl rl rl HH NNNNN N NNNN NNMMM MMMMM M O\ Or?•1 co rlf'?11 L1L\?ON ?ON\O ?rl NMaaV Nm OM\ON riOOO\ R: rl rl r1 rr H N Ii rl rl M ri ri N N N NNN _N N N N N 'A M M M M 1) Ca+L ca+\ m m C 0\ n rl N M rmv1 l!\\a? h W c C\\ O H N In ? ?(L 1O \0 c d 0, r O rM? N c+r, O D\ NI Hr•1 rC ri Hr rl ri ri r•1 r-I r-IN N NNN N NNNNN MMM('\ M ('\ C^ C r,]C; U N ?K]C) ON bCy? pNa\O co 0C. a a\O co ON\O co ON^^. \pr0 O f.O •rr CU .:J ... a.7 L!\L!\?L!\V\ \O \O \p V\O NNNNN wW07 cc rO CIO\O\0\O\ O t.,7 v 1 t } b i r 1? ` y-t' lr t I T •f "1 r ?. cr ? A 7 ( ? r Cvy p„ t 1? t + ? ? , f, K" W'Niiw'm3y e1 ? ?3 ? 1 y r r 4: ?? y is - ?r ? Y.f 4 i 1 NO`.'(EPIT FROM DUAL AXLES AT 4 t -O ' CrUTERS :. SIMPLE SPAN MOMENT FROM Otis LINE OF WHEELS - NO IYPAC^1 ,c ft 4 Stringer Span Load on each 'of 2 axles at 41-0" Centers Foot 10 11 12 13 14 15 16 17 18 19 '20 21 H-15 a 10 16.0 17.6 19.2 20.8 22„4 24;0 25;6 27;2 28;8 30;4 32;0 33.6 30.0 11 18;4 2002 22.1 23,9 25.8 27.6 29.5 31;3 33;2 35;0 36;8 38.7 33,0 ' 12 20.8 22,9 25,0 27.1 29,2 31;2 33;3 35.4. 37;5 39;6 41.6 43.7 36.0 h 13 23.2 25,6 28.0 30.3 32.6 34.9 37.2 39;4 41.9 44;3 46.6 48.9 39.0 14 25;7 28.3 30.9 33.4 36.0 38.6 41.2 43;7 46;3 48;9 51;5 5S.0 42.0 15 28.2 31.0 33.8 36.6 39.4 42.2 45.0 47.9 50.7 53.5 56.4 59.1 45.0 16 30,6 33.9 36.7 39.8 42,8 46;0 49.'0 52.0 55;0 58;1 61;2 64;3 48;0 17 33.1 36.4 39.7 43.0 46.4 496 53.0 56;2 59;5 62.9 66;2 69;5 510 " 18 35.6 39.1 42.7 46.2 49.8 53.3 56.9 60.5 64;0 67;5 7i.0 74;6 .5 19 38.0 41.8 45.6 49.4 53.2 57.0 60;8 64;5 68;4 72.2 76.0 79;8 57 0 . 20 40.5 44.5 48.6 52.6 56.7 60.7 64.8 68.8 72.8 77.0 81.0 85.0 60 0 a 21 43.0 47.2 51.5 55.8 60.0 64,4 68.7 73.0 772 81;5 85.8 90.0 63.0 22 45.5 50.0 54.5 59.0 63.6 68.1 72.7 77.2 81.8 86;3 90:8.95.3 66.0 23 48.0 52.7 57.5 62.3 67.2 72.0 76.7 81.5 86 3 91.0 9528 101 69.0 24 50,5 55.5 60.5 65.5 70.5 75.5 80.6 85.6 90.6 95.7 101' 106 72.0 25 52,9 58.2 63,5 68.7 74.0 79,3 84.5 89.9 95,0 101 106 111 75.0 26 55.4 61.0 66.5 72.0 77.5 83.0 88.6 94.1 99.6 105 111' 116 78.0 .; 27 57.9 63.6 69.5 75,2 81.0 86.8 92.5 98.3 104 110 116 122 81.5 28 60.4 66.4 72.5 78.5 84.5 90.5 96.5 103 109 115 121 '127 85.0 29 62.8 69.1 75.4 81.7 88.0 94.2 101 107 113 119 126 132 89.0 30 65.4 72.0 78.4 85.0 91.5 98.0 103 1111 118 124 131 137 92.5 31 67.8 74.5 81.4 88.1 95.0 102 108 115. 122 128 136 142 96 0 32 70.3 77.4 84.4 91.4 98.4 105 112 120 127 134 141 148 100 33 72.8 80.0 87.3 94,5 102 109 116 124 -131 138 146 153 104 34 75.3 82.9 90.4 97.9 105 113 121 128 136 143 151 158 108 t 35 77.8 85.6 93.4 101 109 117 125 132 140 148 156 163 111 36 80.3 88.3 96.3 104 1112 120 128 136 145 153 161 169 115 37 82.8 91.0 99.3 108 11_6 _ 32 1:1 1 '* ? l?en 1.. ? '^...0 57 16G i/_4. 119 38 85.2 93.8 102 111 119 128 136 145 153 162 171 179 122 39 87.7 93.5 105 114 123 132 140 149 158 167 175 184 126 1,0 90.2 99.2 103 117 126 135 144 153 162 171 180 189 130 r L ,i 41 92.8 102 111 121 130 139 148 158 167 176 186 195 13.1 7^v 42 95.3 105 114 124 133 -143 152 162 171 181 191 200 137 % y 43 97.7 107 117 127 137 147 '156 166 176 186 196 200 141 y ?? tR 44• 100 110 120 130 110 150 160 170 180 190 200 211 145 45 103 113 124 134 144 154 164 175 185 195 206 216 14$ t cm` E; 46 105 116 126 137 147 158 •168 179 189 200 210 221 152 3 47 108 118 129 140 151 161 172 183 194 204 215 226 156 n F 4'r 48 110 141 132 143 154 165 176 187 198 209 220 231 160 49 113 124 135 146 158 169 160 191 202 214 225 236 163 `q 50 115 127 138 150 162 173 185 196 208 219 230, 242 167, ?? ? F 1^ t ll?? (? I t i r,t s r `{ a. fzr d?? , d= v .. ,p, 4 .. ,h a Y 4. i y?y /'rS f, 1d1 p{, f 1 ? '? k J MOAENT FROM SHORT HITCFy'D CL-L33 8 LOADING SIMPLE SPAN MOMENT - ONE LINE OF VrCELS - NO IMPACT Load on each dual axle in kips SPAN 13 14 15 16 17 18 19 20 21 22 23 24 25 20 52.6 56.7 60.7 64.E 68.8 72,8 77.0 81,0 85,0 89.1 93.1 97.1 101 21 56.4 60.5 64.9 69.0 73.2 77.7 81."/ 86.0 90.5 94.6 98.9 103 108 22 60.6 65.2 69.7 74.0 78,5 83.0 57.4 92.0 96.7 101 106 110 115 23 64.9 69.7 74.6 79.2 83.7 68.6 93.2 98.0 103 107 7.112 117 122 24 69.2 73.9 79.4 84.1 89.0 94.2 99.0 104 109 111 119 124 129 25 73.4 78.7 84,0 89.0 94.2 100 105 110 115 120 126 131 137 26 77.1 83.1 88.5 94.0 99.5 105 111 117 123 129 135 140 1,,6 27 82.0 87.5 93,3 99.5 106 1112 118 •124 131 137 1433 149 156 28 87.0 93.0 99.8 106 113 119 126 '133 140 146 •153 159 166 29 92.5 99.9 107 114 121 128 135 122 150 156 164 171 178 30 98.8 106 114 122 129 137 144 152 160 167 175 183 190 31 105 113 121 129 137 146 153 162 170 178 186 194 202 32 112 7.220 128 3.1-37 145 154 163 171 180 189 197 206 214 33 118 127 136 145 154 •165 172 181 190 199 208 217 226 34 126 135 144 153 163 173 182 192 201 211 220•, 230 240 35 .133 143 153 163 173 183, 193 203 212 222 232 242 252 36 140 151 161 172.182 192 203 233 224 234 24:: 230 236 .. ( 37 148 159 1700 180 191 202 213 224 235 246 257 .2,38 279 P 38 155 167 178 189 201 212 224 235 .247 258 269 281 292 I" :a '39 163 175 186 198 210 222 234 246 258 270 281 294 306 40 170 182 195 207. 219 232 244 257 269 282 294 306 319 41 177 190 203 216 229 242 255 268 281 294 900" 319 3332 42 185 198 212 225 238 252 265 2799 292 305 318 332 3-116 4<: 43 192 206 220 234 248 262 276 290 303 317 331 345 359 44 200 214 229 243 257 272 286 300 315 329 343 352 572 45 207 222 237 251 267 282 290^ '311 326 341 350" 371 385 46 215 030 245 261 276 292 307 322 338 353 368 584 399 `. 47 222 238 254 270 286 301 317 353 349 365 330 397 412 ,18 . 230 246 262 279 295 311 328 34.4 360 377 393 4.09 426 . 49 237 254• 271 288 304 321 338 355 372 389 405 422 439 50 245 262 279 297 314 331 349 3S6 383 401 418 435 453 8 K Front R R n z f,", _ ? f r l s. ??AA { I i ? ? i• I i, 4F? .? 5 r d. 1 f j .1 j y :i0 "s'?T e Rv: P. L. TZA:L..R LO.4DI?:G SVIPLE SPAN iiOPTENTS - ONE LINE Or WHEKS - A'0 P,'OACT Load on each ' triple axle in kips r SPAN 13 14 15 16' ' 17 18 19 20 21' 22 23 24 10 20.8. 22'.4 24.0 25.6 27.2 28.8 30.4 32.0 33.6 35.2 36.8 38.4 1T 23.9 25.8 27.6 29.4 31.3 33.1 35.0 36.8 38.6 40.5 42.11 44.2 k 112' 27.1' 29.2 31.3 33.4 35.4 37.5; 39.6 41.7 43.8 45.9 48.0 5o.G ? 13 31.1 33.5 35.9 38.2' 40.6 43.0 45.5 47.8 50.2 52.6 55.0 57,0 •14 36.0 38.7 41.5 414.3 47.0 49.8 52.5 55.3 58.1 61.0 63.7 66.4 15 40.7 44.0 47.0 50.2 53.3 56,5 59.7 62.8 66.0 69.0 72.2 75.4 16 17 45.7 6 50 49.2; 54 5 52.8 3 58 56.2 62 1 59.8 66 0 63,3 0 70 66.8 73:9 70.3 8 77 73.9 81 8 77.3' 85 6 80.8 89 5 81:.4 93 4 18 . 55.5 . 59.7 . 64.0 . 68.2 . 72.5 . 76,8 81.0 . 85.3 . 89,6 . 93.9 . 99.1 . 102' 19 60.3 65.0 69.5 74.2 78.9 83.5 88.2 92.8 97.6 102'' 107 111 20 65.2 70.2 75.2 80.2 85.3 90.3 95.3 100 105 110 115 120 21 70.1 75.5 80.9 86.2 91.7 97.0 102 108 113 .119. 124. 129 22 74.9 80.8 86.5 92.3 98.1 104 110 115 121 127 133 138 - 23, 79.8 86.0 92.1 98.2 1011 lil 117 123. 129 135 ll1 147 24 84.7 91.3 97:8°104 111 117 124 130 T37 143 150 156 25 89.5 96.4 103 110 117 124 131 138 144 152 158 165 26 94.5 102 109 116 123 131 138 145 153 16o 167 174 27 99.3 107 115 122 130 138 145 153 . 16o 168 176 183' ? 28 104 112' 120 128 136 144 152 160 168 ' 176 ' 184 192' 29 109 117 126 134 143 151 159 168 176 185 193' 201 " fi 30 115 125 ' 134 142' 1571 160 166 177 186• 195 203' 212 ' - 31 123 132 141 149 159 169 177 185 19:51 204, 213' 222 32 128 138 147 156 166 175 185' 1911: 204 212 223 232' 33 134 .1144 154!, 163 173' 163 193 203' 2131 222 232 242 34 140 1 50 160 170 180 191 201 211 222 232 242 252' ° 35 146 , 156 167 177 188 199 209 220 230 241 252' 262 36 152 162 173' 184 195 206 217 228 239 250 261 272- 37' 157 168 . 180 191 203' 214 225 237 248 259 270 282 38 163' 175 167 198 210 222 234 2455 257 269 280 292 39 169 181 193 205 218 230 242 254 266 . 278 290 '302 40 175 1,58 201 212' 225 237 250 262 275 287 300 312 (;KFrw,2` R R l; R i2 n n n n es' Z,01,1EN^1 FROM UL?XTIS(i",1 _ G'6_L ZOAD. TYPES SIHFLR SPAY MOMMT FROM ONE LTXE 0 P)_:c ELS - NO XMPACT 3 CLASS CL.:SS CLASS CLASS CL!:SS CLASS OL'>SS CLASS CLASS CLASS CLASS 1 2 3 11 5 6 7 8 9 10 11'- i,i4 1,4s7. /o_:/ i,ii/, 11107" i.o^9 SPAR • 28k. 4611 60k 64k 6.k 36° 54k 6811 72k 72k 721' 32- 50 G4 63 6^v 40 50 77 G 13.5 13,5 13.5 13,5 13.5 11.2 13.5 12.0 13.5 12.0 13,5 7 •15.8 15.8 15.8 15„8 15.8 13.4 15.8 14.3 15.8 14.0 15.3 8 !8.0 18'0 18.0 18.0 18.0 .16.9 18.0 18.0 18.0 16.0 12.0 9 20.3 20.3 21.8 20.3 20.4 20.4 20.4 21.8 20.4 20.4 20.3 10 22.5 22.5 25.6 22.5 24.0 24.0 24.0 25.6 24.0 24„0 22.5 .11 24.8 24.8 29.4 24.8 27.6 27.627.6 29.4 27.6 27.6 24.8 . 12 27.0 27.0 33.3 27.0 31.2 31.2 31.2 33.3 31.2 '31.2 21.0 13 29.3 29.3 37.2 29.3 34.9 34.9 34.9 37.2 34.9 34.9 29.3 14 31.5 31.5 41.1 31.5 38.6 35.6 38.6 41.1 38.6 33.6 31.5 15 33.8 33.8 45.0 33.8 42.2 42.2 42.2 45.0 42.2 42.2. 33.8 16 36.0 36.0 49.0 36.0 46.0 46.0 46.0 49.0 46.0 46.0 36.0 17 38.3 38.3 52.9 38.3 49.6 49.6 49.6 52.9 49.6 49.6 38.2 18 40.5 40.5 56.9 40.5 53.3 53.3 53.3 56.8 55.3 53.3 40.5 19 45.9 42.7 60.8 42.7 57.0 57.0 57.0 60.8 57.0 57.0 42.8 20 47.2 45.0 64.8 45.0 60.7 60.7 60.7 64.7 60.7 60.7 45.0 21 50.6 48.2 68.8 48.2 64.5 64.5 64.5 68.7 64.5 64.5 48.2 22 54.0 52.4 .72.7 52.4 68.1 69.0 .68.1 72.7 68.1 68.1 52.4 23 57.4 56.5 76.6 56.5 72.0 73.5 72.0 76.6 72.0 72.0 56.5 24 60.9 60.7 80.7 60.7. 75.6 78.0 75.5 80.0" 75.5 75.5 60.7 25 64.3 64.9 84.6 64.9 79.3 82.5 79.3 84.6 79.3 79.3 64.9 26 67.7 27 71.2 26.6 74.6 29 78.0 30 81.5 31 32 33 U 4 35 36 37 38 39 40 50 60 70 80 0 100 84.9 88.4 91.9 95.3 98.8 102 106 109 113 116 150 185 220 205 290 325 69.2 73.5 77.9 83.8 89.3 95.1 101 107 112 118 12g. 129 135 141 147 204 262 319 377 434 492 88.6 69.2 83.0 87.0 83.0 82.6 92.6 7n.3 86.8 91.5 86.8 92,5 96.6 81.0 90.5 96.0 90.5 96.6 100 87.8 94.8 100 94.2 101 105 94.5 99.1 105 102 105 109 101 li0:• 110 107 109 113 108 108 114 112 113 117 115 113 119 116 117 '21 122 117 123 121 121 125 128 122 128 125 124 128`, 135 126 132 130 128 133 142 131 137 134 133 137 149 135 141 139 137 144 155 140 146 145 140 150 162 144 150 152 144 210' 227 196 195 219 220 276 306 262 240 •286 297• 348 386 333 285 354 381 422 466 43.3 330 421 e.&s 496 550 493 375 •1.88 550 570 626 573 420 556 631 80.0 87.5 93.4 99.3 105 111 117 123 129 135 141 147 153 159 164 ?.24 306 395 48:• 574 663 81.2 87.0 92.7 98.2 104 110 115 121 127 132 138 144, 149 155 161 218 285 3 74• .63 555 644 69.2 74.3 81.0 87.8 94.5 101 108 115 122 128 135 142 149 155 162 230 3ii .399 4F.9 578 668 IND. X i c ?a 3 g a r „t a< I'01 ENT PROM. SINGLE AXLES sx i SIMPL2 SPAN MOMENT PROM ONE 1.F= ,L - NO IMPACT 1 Load on Axlo SPAN 14 15 16 17 18 19 20 21 22 23 24 25 26 r1-16 t t 6 10.5 11.3 12.0-12.8 13.5 14.3 15.0 15,8 166.5 17.3 18,0 18.8 19.5 i8.0 7 ' 12.3 13.1 14.0 14.9 15,8 16.6 17.5 18.4 19.3 20„1 21.0 21,9 22.8 210 . 8 15:.0 15.0 16.0 17.0 18.0 19.0 20.0 21.0 22.0 23.0 24.0 25.0 26.0 24. 0 9 15.8 16.9 18.0 19.120.2 21.4 22,5 23.6 24.6 25.9 27.0 28.1 29.2 27:0 10 17.5 18.8 20.0 21.3 22.5 23.8 25.0 26.2 27.5 28.8 30.0 31.2 32.5 30,0 11 12 19„3 20.6 22.0 23.4 24.8 26.1 27.5 28.9 30.2 31,6 33.0 34.4 35.8 33.0 21.0 22.5 24.0 25.5 27.0 28.5 30.0 31,5 33.0.34.5 36.-0 37 5 39 0 36 0- 13 . , . .22.8 24.4 26,0 27.6 29,2 30.9 32.5 34.2 35.8 37.4-39.0 40.6 42.3390 14 24.5 26.2 28,0 29.8 31.5 33.2 35.0 36.8 38,5 40.3 42,0 43.8 45.5 42, 0 15 . 26.2 28.1 30.0 31.9 33.8 35.6 37.5 39•.4 41.3 43.1 45.0 466.9 48.8 45.0 . 16 28.0 30.0 32.0 34.0 36.0 38,0 40.0 42.0 4.4.0 46.0 48.0 50.0 52.0 48 0 ' 17 18 . 29.8 31.9 34.0 36,1 38.2 40.4 42.5 44.6 45.8 48.9 51.0 53.1 55.2 51.0 31 5 33 8 36 0 38 g . . . .3 40.5 42.8 45.0 47.3 49.5 51.8 54.0 56.3 58.5 54.0 ? 19 33.3 35.6 38.0 40.4 42.8 45.1 47.5 50.0 52.3 54.6 57.0 59.4.61.8 57 0 s 20 . 35.0 37.5 40.0 42.5 45.0 47.5 50.0 52.5 55.0 57.5 60.0 62.5 65.0 60.0 21 36.7 39.4 42.044,6 47.2 49.8 52.5 55.1 .57.8 60.4 63.0 65.6 68,2 65.0 22 38.5 41.3 44.0 46.8 49.5 52.3 55.0 57.8 60.5 63.3 66.0 68.8 71.5 66 0 23 24 .. 40.3 43.1 46.0 48.9 51.8 54.6 57.5 60.4 63.2 66,1 69.0 71.9 74,7 69,0 42.0 45.0 48.0 51.054.0 57.0 60.0 63.0 66.0 69.0 72.0 75.0 78 0 720' 25 . 43.7 46.9 50.0 53.1 56.3 59.4 62.5 65.6 58.7 71.9 75.0 78.1 81.3 75.,0 26 27 45.5 48.8 52.0 55.2 58.4 61.8 65.0 68.4- 91.6 74.8 78.0 Si.2 84.6 78,0 47.2 50.6 54.0 57.4 60.7 64.1 67.5 71.0 74.3 77.0 81.0 84.4 87 8 81 5 28. 29 . , 49.0 52.5 56.0 59.5 63.0 66.5 70.0 73„5 77.0 80.5 84.0 87,5 91.0 850 . 50.7 54.4 58.0 61.6 65 2 68 9 72 5 76 1 79 8 30 . . . . . 83.4 87.0 90.6 94.2 52.4 56.2 60.0 63.8 67.6 71.2.75.0 78.8 82.6 R6.2 90.0 98.8 97.6 92.5 31 54.2 58.1 62.0 65,8 69.7 73.6 77.5 81.4 85.2 89.0 93.0 96.8 101 96 0 32 56.0 60.0 64.0 68,0 72,0 76.0 80.0 84.0 88.0 92,0 96.0 100 , 104 100 33 34 57.7 61.8 66.0 70.0 74.2 78,4 82.5 86.6 90.7 94.899.0 103 59.5.63.7 68.0 72.2 76.5 80,7 85.0 89 2 93 5 97 7 102 107 104 ,35 , . . 10,3 61.2 65.6 70.0 74.4 78.7 83.0 87.6 91.9.96.2 101 105 109 111 108 114 111 36 37 63.0 67.5 72.0 76.5 81.0 85.5 90.0 94.5 99.0 104 108 113 64.7 69.4 74,0 78.6 83.2 87,9 92.5 97„1 102 106 111 116 117 115 12 38 66.5 71.3 76.0 80.8 85.5 90.3 95.0 99.8 105 109 114 '119 1 119 124 122 39 40 68.3 73,2 78.0 82.8 87.7 92.6 97,5 102 107 112 117 122 70.0 75.0 80.0 85.0 90 0 95 0 100 105 1 0 . 127 126 . . 1 115 120 125 130 130 ,a .1 '71.8 77.0 82.1 87.2 92.4 97.5 103 2tZ07 17.3 118 123 128 3,33 13 Spans groater than 41 foot - Uso two singlo axlos NAXI,'"d1At LEGAL LOAD TYPES S CLASS 1 28,000 lbs. !O !f CLASS 2 _ k6, 000 lbs. to !v IG 12' I f CLASS 3 60,0001bs. 1G (, !G 1G CLASS k 6h,0001bs. to 13 1$. , ee. _ CLASS 5 64,0001bs. 10 Iu ? 15 16 CLASS 6 ?: 36,000 lbs. G 15 CD? 4- ' CLASS 7 w - 54,000 lbs.--is to 1c7 CLASS 8 68,oo0lbs. O 15 i !u !t? • ? /G' 'i ??I.? 2O' r?-c? CLASS 2 72,000 lbs . 6 15 !o l i " d r,e CLASS 10? e 72,000 lbd. l`0J /5 /:, ' /G lv 1G 14 Jed `I r' CLASS ll -t_ ?(n 72,000 lbs. Q! rci Jc? 1?j l?r rc Y fiu a yk ? tI0'nil:a'L' 1•'ttG; iLi:i-i;?diS, PLntt:iT"t'ISO OVEi;7Uni)S ? Simple upan GOmon Strin e t irom One Lino o: F: neel ?o M g r s v0 Imnac{ Span Single Axles Dual C1 Foot 40k 45. 48 1. 5. ess 50 k' Atile k Short B ditch Tra ?. ? il©r 10 5 21.5 21.5 21.5 Max . t? 0 56, 60 6g 4 . r, 11 • 55 12 60 13 65 14 70 15 75 is 80 17 85 18 90 19 95 20 100 21 105 22 110 23 115 24•' 120 25 125 26 . 130 27 135 28 140 29 145 30 150 31 32 33 31.1 35 36 37 38 39. 40 155 160 165 170 175 180 135 190 195 200 41 4.2 43 44 :5 . 46 47 4a 49 SO 205 214 223 232 237 252 261 270 279 2as 62 67.5 73 79 84 90 96 101 107 113 118 124 130 135 141 146 152 158 163 169 174 180 186 191 197 203 208 2111- 220 225 230 240 250 261 272 283 293 304 314 324 66 72 78 81 90 96 102 108 114 120 126 132 138 144 ISO 156 162 168 27,1 180 186 192 198 204 210 216 222 228 234- 24.0 246 257 268 279 290 302 313 3211, 385 346 00"9 .3906 75 . 44.a 81 50.0 as 55.2 94 60.5 100 106 113 119 125 131 138 144 350 156 163 159 175 181 188 194. 200 206 212 219 225 231 238 24c. 250 256 268 279 291 303 315 326 338 350 362 6s.s 71.2 al.s 87,1 92.4 97.1/ 103 300 i3n 119 130 135 140 146 151 156• 162 167 173 178 183 189 194 200 205 210 216 221 227 23P 237 242 248 8'7.1 92.s 9a.a 105 112 118 189 199 209 219 229 24.0 250 260 270 281 291 301 126 134 143 153 163 174 ls4 194 206 217 229 2Ci 253 264 276 2aa 299 310 322 334 346 35r/ 369 381 392 44.8 51.2 59.3 67.5 75.5 83.6 91.a 100 103 r t, 116 124 132 34.0 149 157 165 173 183 192 201 210 219 228 237 246 256 265 274 283 292 301 310 319 328 338 347 358 36'8 380 0 ? k R ?v ?y uu oa /2 o? 8a Aa W-7, T" T. I ?1 ?^ i 1 r, ' I k I i i J +?? :, r r Z I ? t UV _ I I I I w -?_ I I ?I I-,-._1_I-_ I I I ? 1_ I I "I--I I '-I {--' T I-•-f-!' N'`I'I,1'?IrIJ 7rTM r i I I j? I I ?rl.?? I I ?? I I I r I I C - i'I I I r I I I r F ` I r r -` t l 1-r:r r- - I _ err r f. ? i A ? a ? ? 1 ?r J r I-l-I -i- ?- -._ -.=?=1 ri / I f l l I,, ;, - - , Ij ?, I i l I h ? I j I y I, ' ,I /+I'r {- - II t 1 1 l l 1 l, rJ LI r r r -, Z _ r :R-T- I T 1 - 1TrT? r ,Tr- r i I ' 1 1 I 11 ' nn-- -- - - - -n- -Tr - , - -- I I ' I - 1 I - T ?'I 11 [23 I r i j` I I I 1_ -I-1t I- r, 'v: ??'T ?i I 1/ 1 ?{'l,J?'"'F'?J?j ? ?1 ?,.-1h %1 1 -.j F I T ? ? ???? - x ? (f 1 I 1 I 1 1 , JI ' rY! - ?s? r'r r?)J, 1 . , ' ?- .L'.,?1y1.?,[???.y 1 1 f -I- L1.1 I I ^rrl 1..- l l r -I--L-?zu .;nj' 1 1 ?l I 1 a I I ? -- - I f? t.? 1? .-- -T r ? I " i r , ,` I 1 I l ` 1 K ? I-i_ a. I _ rr Jr?Lj I T S?l I -rr- I? I?',_I I ? r yf,- =1 I rr 1 1. 1 1 , 111 1 1 IBS 1 I /; ? ?1?-' T 7 I I -=I " !'• _ _____ _ _ I-' I-I _ h ? -?1--?I?I I I I , .- - I-- ? j? I - l %r .rl I . I--I ?"''_r- I- , __ -- ?_-r I ? - - ' - i-,:I ;- d.l ?I•- ( -- Ul ? - i ? -l?t?- ?? - IJ YI/I? I I - I ? 1r'w'1 - •j-_I ' rii '- i,-1-?=1/I_,_r?a=1=-? - -i1 J. I r ?_r-I-' T / I 14 I +1- - 1 1 I ? ^ t- f 1 f C-1ty 'IT?-. I {'r??-1T'}_j1}^Il_?,?t' _ 1 ? 1 ' I 1 1• L , -' . TI I?.I ..?1 '1 ?II T I -? , ' -,_t I _ ?? r? /? ?? ?r ? 1 I I r J•-}-!-'-=;- .?1 TIl.i_l? .J 1 7 . ?rt , V s %c o? x? oy ts?i Iii. I. III .`.I I I)I?I? 1 L I I I I ?' f I- 'jr , r l \I ?rr\??ti I IBC )_ L (` 9 C rT- E ?1- I?r1: _ '-r I r? _ I rS?f- I 1 C_? ' ?? ? I \ ?' O I ? { I I r T II. Nil, \? . 'l I l I 1 I T I , •? ? I r 1' I I ?+ I I II { {I I I I i I. I r e I i -IT i -1 ?, _7 I ? -? ? I-. 1 1 III.II II. I ?I ?I I I ? I I - =-h-I-I-( , I 1-rr-f r - I TI? 1 I T_ I' I I ? r I A I.IiII , I. I I I I I, r r , 1 1 ? I ' I T iI I II I`I {' ??.? I{? I?.I L. t ! t f I i; r I ? I I ,_I_ -r- I L r ?a C I' I ?? I 1 I r I- \ I r, 1 1-r-I ? I _ T J=? ? 1 I I I I' I I I I I TS I 1 ? '- , \ ' 1 i \ a I I ? r I - I I 1 1 •?!??? ' i??__? ??? ? ' ? I 1 1 H I - I_ I I ' I v l - i I - 1 ? I I_ r I i IT I t I I i 1 1 ` 1 ,J r. I J -rl"iTrr-. ! . I I I -r- 1 I 1 1 - 1 I I G - 1 T-- I 1- ? \ f? -a T I I I ?- 1 I ?; I T?•'; \i I 1 1 I I r I _ 1 I I 1 I I i I ??' ( ill I I, -I. 1_ 1 1 I ? I -r -r - - - - - - -- - - r -? - _?? - -I-i- -r - - -I -I-I-? -1-I -I- f-i- "'-F•r -rk?-??.;I ?l- - I •?? - -I- ?-H- _ -I ?r4?L 1I - ?? - _ I r -, r ff rr-r 1 1 -I- I lilt -r---r c II(''1 ?r(rr' r l- :L i=ice I t , ... I . -f [ r - r , _ I I I , , 1 ., { II -?- .t -{- -L _ . i _ 1 i.I _ . . ? _ ' i ? ' _I --i I t-l I f I r•,- I I -, I L i.. -, ' 1 _I -r- I I rr r?r 1 -,-r-r _' - _f ? _ I ? I 'rrI_??? L r I. r -? _?j?(?T?11 I - I :1 -''?I J --1 -_I -rl =j-I ' , -,-I =-r_= _ 1_ 1- r . r, I- -i-lI-- = i ? i-n•' I- ' C LC? r_ J t. =r'=1={ [I-{ I, {'I 1 .rr..l._?_r-'-r'1- •l? I r_' rr ??. -r -r I I- -r , •-r- \ 0 ° G ?1 5 O 0 ? ,ter r 5 C NI ? a { ? ? 3 1 , k 5 i(? 'l ' ? Wy, try "1 ? ? } i5 ^? il Y ?? ?' i ?? r eteva142 ?. • __'.`?aau " •^° tai%+TN_?•ia ?rP.l' ?%?vi. t - V0Y.3lrTs 1.` FL00R?^.f?i•:ti OYE L4i. S P I?,JP Ml?n.:x? ? p(z 3 t '? Span Eoment 10 2.45P 11 2.91P 12 3.38? 13. 3.85P 14 4.32P' 15' 1,.80? 16 5.28P 17 5-77P 18 6.26? 19 6.7LP 20 7.23P 21 7.71P 22 8.20P 23 8.70P 24 9.1P 25 9.66? 26 10',17? 27 10.67? 28 11.16? 29 11.66? 30 12.15P.1- 31 12,65P 32 13.14? 33 13.64P 34 14„13P P e Reaction One Lino of S4'neels; i ':0 LAYE- P ° i?G J?;I , 1 Roadway 6, to i9' . Sp.:n h;oment. 15 6? 16' 7? 17 8? 18 9P 19 lop 20 11° 21 12? 22 13? 23 14P 24 15P P P P P . P6. /0) Roadway 201 a Wider Span Moment 22 12? 23 13° 24 14? 25 15? 26 16'? 27 17? 28 18P 29 19P )0 20? 31 21? 32 22.° 33 23? 34 24? 35 25? a v ? r9yf ?7w w mu?yas t wrq n ??.r .nec?a'aau9 ,u iar?rwr??r.af+r?azu (F rAt ' ] ? ? I q4d 4 ?ft ? `? ? f f t l?j q i I i t, ? 7,71 rLOORI?,b-Mi LOADS LIVE LOAD REACTIO1rS 0Ps1 kip., .. 0`i LINE Or l:^_T,LYS SHORT HITC yD CLASS 8 LOADING t Panel Load On each dual a;. . LonF;th 1, in kips • Poot 13 14 15 16 i7 18 19 20 21 22 23 24. 25 x 6 8.7 i'9n3 10„0 1006 11.3 1200 12,E 13.3 14 0 0 14,6 15°3 16,0 1606 7 9.3 10,0 10,7 3.1.4. 12.i 12 9 13 ' { , .0 r,3 15.7 8 9,8 10.5 11.2 12°0 12,7 13,5'14- 2 15 0 0 ? B , , 150 ! 1 0,5 1 9 10 ,2 18,0 1807 .1 .10.9 13..1/ 12.5 1303 1400 1408 15.6 16.-'• 17. 1 10 1004 11°2 1200 12.5 13 4 r 6 14 4 15 0 . 02 16,0 1608 1706 18° 1902 20.0 1 12 11.3 12.4 13.2 1 1009 1108 12.7 13.5 14°3 15.1 1600 16°8 17.6 180= 0 19.2 .20.1 20,9 1409 2.5.,! 16.6 17.4 1802 19 13 116 12 1 19 , 9 20 7 , . . . . 1306 14. 07 21.6 1<< 12.1 1301 13.9 74°5.15.3 1601 1700 1708 18.7 19.5 20,4 21.2 22._ 5 8 1607 17°7 18 6 19 5 20 15 1 , ° 0 12. 04. 21.4 22.3 23.2 1308 14°8 15°7 1 16.7 17.7 18.6 1906 20.5 21.5 22.5 23.5 24.4 16 13.3 14.5 15.5 16.5 17.5 18.5 19.5 20.5 21,5 17 14.1 1506 1606 17.7 18.7 39 22`5 23"5 2°-'.5 25.5 8 20 8 21 , , . 2n.0 24.0 25.1 2E.1 27;2 18 14.9 16.4 17.6 18.7 19.8 20.9 22.0 25,? 2 19 3 2 2 25 ° 6.4 27.5 28.7 ' 15.7 17.3 18.5 19.6 20,8 21.9 23,1 24.2 25.4 ° 26.6 27.7 28.9 30.0 20. 16.3 18.0 19.2 20.4 21.6 22 8 26 0 25 . . 02 26.4 27.6 28.8 3000 3102 21 8 18.7 19.9 21.2 22.4 23 6 24 9 26 1 ' . . . 22 17. 27.4 28.6 29.8 31.1 32.3 19.3 20.6 21.9 25.2 240^_ 26r _ .0 2.2 29.5 30.8 3 23 1708 19.9 21.2 22°5 23 .1 3 .4 2 0 25 1 2 7 2 4.2 . . 0 24 18.2 20.4 21.7 23.0 24,4. ._ 2 29900 30.3 3106 32.9 35•.2 250! 2701 88 4 29 7 3 2 t 0 . 1.1 32.5. 33.7 35.1 5 18.6 20.8 22.2 23.5 24.9 2603 2/06 4J.0 30.4 31.7 33.1 34.4 35 8 . 26 19.0 21.3 22.7 24.0 25.4 26.8.28.2 2906 31.0 32.4 r 27 1903 2107 23.1 2405 25.9 27.3 28 ? 35.1 3Eo5 7 30 1 3 , + . 0 1.5 3209 54 J 28 19.E 22.0 23.4 24.9 26.3 27.7 29.2 30.6 3200 330: 34 3507 3701 29 20.0 22.4 23 09 3E 3 37 8'25 / 3 26 ! . . 0 . 07 2802 290E 31. C, 30 20.0 22.6 24.1 25.5 2r/.0 2805 29.9 31.432.9 3400 3504 36.9 3803 32.9 34.3 35.8 37.3 38.7 ? ? sr 31 200' 23.0 24.5 2600 2705 2809 30.4 3109 3304 34.9 36.4 3'%.3 3903 32 2_.,, 23.3 24.8 2E.S 27.8 2 3 i0 9 8 3 s 0 o 33 2" 2^ N.3 33,8 35.3 36.8 3803 39.8 f .0 23.5 5 2500 26.5 2300 2905 3101 32 6 3A 3 0 .1 35.6 Sr/o2 3£30'% 40.2 - 20 0.0 23.8 25.3 2609 28.4 29.9 3105 33.0 34.5 36.0 37.6 39.1 4006 35 22.: 24.0 25.6 27.1 28.6 30.2 31.7 33 3 34 8 3 . . 6.4 37.9 39.5 41.0 30^ 22.7 24.3 25.9 27.4 29.0 30.5 32.1 33 7 35 2 37 22 ^ ' . . .9 24.5 20 .1 270G ?902 1007 32c3 33.9 35.2 3608 38.3 39.9 4105 38 23.1 24.6 26.2 27.8 29.4 38.6 0.2 42.1 30.9 32.5 3..1 3607 3703 3509 40 59 2302 24.8 26 5 4.2 4 28 0 29 1 N y, . . . 0 .E 3102 3208 3_. _• 30^.0 370G 3?.2 G00'" 42,g 0 23.4 25.0 26.6 28.2 29.8 31.4 33.0 34.6 36 2 37 8 39 r . ° .4 41.0 42.G ,, -. kr ? 1T?v i ! t "{! - 1 + Sh Front ctitrc?i f .: rk ,... ` J n n n q ? i G? Fy„ u r n ' o - ? yy ?di ?iy ?5 I CI -it 1 krrL d r'y?: ?t d i ` ? "lb 'l 1 t k ? ` 1 ? J rr ?r . ? ' AT • n i? Y? ? ? ? $ , ?71 k. 1 ? X ?{ ,y7 ?r ? ' { ? ?) I Ali! b•? ... ,. , • r, Yep Fl0GR3LA;, r AnS vr LIVE LOAD REACTIONS "PO kips - 0:Z., Lil2 OF i'L,%ELS B L T--r:_ILER LO DING Pane Lb n g l th Load on each tripio a;-,o in kips . Foo t 13 I4 15 7.6 17 98 i9 20 22. 22 23 24 10 91 13.0 14.0 15.0 16,0 17,0 13.0 19.0 20,0 21,0 22,0 23,0 24.0 13.6 14,6 15 !7 16 7 17 i2 . . , ,8 18,8 19„9 20.9 22,0 23.0 2.1,0 25.1• 14.1 15.2 16.3 17,3 18.4. 19,5 20.6 21.7 22 8 23 8 2 ' 13 14 . , 4. 14.5 15.6 16.7 17.8 19.0 20.1 9 26.0 7 22 .9 23 .4 25 .5 2 25. 26.8 14.9 16.0 17.1'18 3 19 4 20 6 211 15 3 . ..7 . . 22 .9 24 ,0 25 . i 26 .3 27.`• 15.4 16.6 17.8 18.9 20.1 21 3 22 A 23 4 . s6 2 ,8 25.9 27.1 28.3 , 15 17 15.9 17.1 18.3 19.5 20.7 21;9 23.1 2•^,.3 25,4 26.6 27.8 29.0 16.4 17.6 18.8 20 0 21 2 22 4 23 ^ 1 18 . . . ,6 24..0 26.0 27.2 28.^ 29.0" 16.8 18.0 19.2 20.5 21.7 22.9 24 1 25 3 26 19 20 . . . .6 27.8 29.0 30.2 17.1 18.4 19.6 20.8 22.1 23.3 24.G 23.8 27 0 28 3 29 5 • . . . 30.7 17.5 18.7 20.0 21.2 22.5 23.7 25.0 N0.2 27.5 28.7 30.0 31.2 21 22 17.7 19.0 20.3 21.5 22.8 2-S.0'25.3 26.5 27.8 29.0 30.3 31.5 18.0 19.3 20.5 21 23 41 25 23 24 . .6 25.9 28.2 29.5 30.1/ 32?0 18.5 19.8 21.1 22.4 23.8 25.2 26.5 27.9 29.3 30.6 32.0 33.4 19.1 20.5 21.9 23.3 24.8 26 2 27 6 29 25 . .6 .0 30.4 31.8 33.2 34.1 19.8 21.2 22.7 24.2 25.5 27 1 28 5 . . 30.0 31.5 32.9 34.4 35.8 26 27 20.4 21.9 23.4 24.9 26.4 27.9 29.4 30.9 32.4 33.9 35.4 36.9 21.3 22.8 24.4 25.9 27 5 29 0 30 6 a 28 29 . . . .32.1 33.7 35.3 36.8 38.4. 22.0 23.6 25.2 26.9 28.5 30.1 31.7 33.3 34 9 36 5 38 1 22 30 . . . 39.7 .8 24.4 26.1 27.1 29.4 31.0 32.7 34.3 36.0 37.7 39.3 41.0 23.4 25.1 26.8 28.5 30.2 31.9 33.6 35.3 37.0 38 7 40 4 42 31 32 . . .1 24.1 25.8 27.5 29.3 31.0 32.8 34.5 36.3 38.0 39.7 41„ 24.7 26.4 27 5 43.3 2 30 0 33 . . 31.8 33.6 35,3 37.1 38.9 40.7 4 2.5 44 3 25.2 27.0 28.8 30.6 J2 36 9 37 34 35 .7 .9 399.7 41.0" 43.4 g5.2 2 25.7 27.6 29.4 31,2 35.0 . 9 33 36.9 38 7 40 6 42 ?'r . . . 44..3 ?b 26.2 28.1 30.0 6 . 9 6'1..9 33.8 35.7 37.5 39.4 49.3 43 2 2 45 1 4 r Y 36 37 . . 7 . 0 26.7 28.6 30.5 32.6 8 •:0.6 4.2.0 45.9 45.9 47.8 9 38 27.1 29.1 31.0 33.0 .9 36 34 36 9 38 8 a? 38 39 1 . . . 40.8 42.7 44,6 46.3 48.5 27.6 29.5 31.5 33.5 35.4 37._ 39. 41 0 43 3 40 , . 45.3 4.7.3 49.3 28.0 30.032.0 34. 0 36.0 38.0 40.0 0 42.0 44.0 46.0 48.0 50 28.3 30.4 32 0 4 34 4 . . . . 36.4 38.5 40.5 42.5 44.5 46.6 48.6 50.6 13"'Front P R R O n n n n? n n 1-11"i /1 .I 7 l a l l l y ? ? A rrriyZ } i r . 4? s k?r ?i l 6 L? r ' Sy?£j M 3 Std s 4 F } iL00.- 33SLO,'- DS F "ACTION LIVE LOAD RS "P" ?tips - 0?i ME LI . - 0:^ t a' T' Tr^ L LOAD T!TES ? ? TVUOLc Class c { r . .. Panel L3nr5h 1 2 3 ^< 55 6 7 8 9 10 11 F c 281 4 H-15 - 14 o© c 6k 60k 6411 64k 361: 5611 681c 72, 721: 721-c 4 900 990 910 910 910 705 9;0 80 0.0 6,;0 9;,0 12.0 s 5 9.0 9.0 906 9.0 9.0 900 9.0 9.6 9.0 900 9,0 12.0 'a 6 9.0 9.0 10;8 9.0 10.0 1000 10.0 10.8 10.0 10.0 9.0 22.0 7 . 9.0 9.0 1104 9.0 1007 1007 10.1 110^ 10,7 10;7 900 12 0 8 9.0 9.0 12•:0 900 11.3 11.3 1103. 12.0 11.3 11.3 9.0 . 12.0 9 10 9.0 9.0 12.4 9.0 11.7 11.7 11.7, 1P. 4. 11.7 11.7 9.0 9.0 9.0 i2.8 9.0 12.0 12 0 12 0 12 3 12 0 12 0 9 0 12:0 12 -' . . . . . . .0 y it 12 9.5 9.0 13.1 9.0 12.3 12.5 12.3 13.1 12.3 12.3 9.0 9 8 9 0 13 3 iS.0 . . . 9.0 12.5 13.0 12.5 13.3 12.5 12'5 9.;0 12.0 4 13 10.2 10.1 13.5 9.7 12.7 13.4 12.7 13,;5 1207 12.7 10.4 12,0 14 1004 11.0 1307 1009 12..9 13.7 13.3 13.7 12.9 12.9 11.6 12.0 15 10.7 11.8 13.9 12.0 13.2 14.0 13.6 13.9 13.6 13.5 12.6 1202 ? ? 16 •.1009 12.5 14.0 12.9 1305 16.3 13.9 14.0 2 14.1 13.5 1 7 11.1 13.1 14• 1 13 8 13 8 14 5 14 1 14 1 111 8 12.4 18 . . . . . . 0 14.7 14.3 11.2 13.7 14.2 14.5 14-. 0 14.7 14-.3 14,2 15.3 15.1 15.0 12.6 12.7 19 11.4 14.3 14.3 15.2 14.2 1,1.9 1=:.5 14.3 15.6 15.7 15.6 . 128 Ar' 20 11.5 14.6 14.4 15.8 14.4 i5.0 1500 14.4 16.5 16.2 16.2 12 .9 21 11.6 15.0 14.9 16.3 14.6 15.2 25.6 14.8 17.0 16.7 16.7 13.0 + 22 11.7 15.4. 15.4 16.8 14.7 15.3 16.1 15.2 17.4 17.1 17.2 13.1 n 23 11.8 15.7 15.8 17.2 14.c 1 ± r r 5._ '6.6 15.6 17.9 17.5 17.6 13 2 o- 2.1 11.9 16.0 16.2 17.6 15.0 15.5 17.0 15.9 18.2 lrl.9 18.0 . 13.3 1 r 25 12.0 16.3 16.5 18.0 15.1 15.6 17.4 16.5 18 6 18 2 18 4 . . . 26 12.1 106.5 16.8 18.5 15.2 15.7 17.8 17.E 16.9 18.5 13.8 13 4 r r 27 28 12.1 16.8 17.1 19.0 15.7 15.8 18.1 17.6 19.2 18.8 19.2 12 2 . 13.5 r - t , . 17.0 17.4 19.5 15.1 15.9 18. - 18.1 19.5 19.0 19.6 .13.5 29 30 12.3 17.2 17.7 20.0 16.5 16.0 18.7 18.5 19.8 19.3 20.2 13.6 ri . t 12.3 17.4 18.0 20.3 26.8 16.0 19,0 19.3 20.0 19.5 20.7 13.0" f 31 12.4 17.6 18.2 20.7 17.1 16.1 19.3 29.7 20.5 1919 21.2 13 6 1 z i; ' 32 33 12.4 17.8 18.4 21.1 17.4 16.1 19.5 20.2 21.0 20.2 21.7 12.5 17.9 1806 21 4 17 7 16 2 9 . 1 34 . . . 1 .7 20.6 21.5 20.5 22.1 12.5 18.1 18.8 21.7 18 0 16 2 20 1 21 0 1, 5. r/ b 35 . . 0 . 21.9 20.8 22.5 12.6 18.2 19.0 22.0 18.3 16.3 20.2 21.4 22.3 21.3 22.9 13.8. 13 8 r ' a . is , b - x 36 12.6 18.3 19.1 22.0 18.5 16.3 20.3 21.7 22.7 21.7 23.3 13 3 {s:° F ¢ 37. 12.7 18.5 19.3 22.5 18.7 1303 2005 2201 23.0 2'2.1 23.6 0 13 9 v 38 12.7 18.6 19.4 22.8 18.9 16.4- 20.7 22.4 23.4 22.4 23.9 . 13 9 ' ? 39 40 12.7 18.7 19.6 23.0 1902 16.5 20.9 22.7 23.7 22.8 24.2 1 . 13;9 d. 1s' . ?... .,a 2.8 18.8 19.7 23.3 19.4 106.5 21.0 23.0 24. 0 23.1 24.5 1•+o0 r+?xW yy t me AI; 41 . x - r a f I o Xj I I- - -I I 1 1 - ` L I I I II -I-- _ - I 1 r: - I L_I_ I I I I 1 / I' - i -- Itl I I ? I_i..:.? ?-I-, - r ?-i I_I__I ? I?_? I r'-? I-I i -' I I , 1? I / L?_I-r`-,-I- rl-, rl-4 •I ; `LrL I ' I r'- r T J-.(_ 'r_i •_!? ?-1 I I I i ? J_ _ _ S I _I r, i_? I --. r?1?, r l i t r l 11-I- r _L1-I_I-I I I ? t r-1---1-;- I I , I r ? I I I rri-.?_1_ rl ; ?- 'T L.- ?; ?-1_' ? r r.. =N1, I !? L? ?r Fib H I ^n- - I 7 i I-i-Ir.l_?I'?'I-r_r I ? I -? ' I I i r IJ i i i r?i?' _' ?= I 1 i !__ -I-IT-1''---III_.I ' I r I 1 1 1 I I ?I r'-I- i1?f i I-f'7-ITIJ 11 I `I-I-i-I-r'li ' 1, I 1 rl"I I j'I I IcI. r?J'y 1.-I ? I I I T-•, / I I I I I ^ I ?_' I I I I _L _, 1 I r _ 1 1 i ' _ ' 1111 I-? I i II I' t 'i I r I I I r /j i; I I I ? I I- , I rr I I I I T _? 1 , I I I I r? I- i- !- 7? -J • V.r?T?I-I ?1-r--1-?- ? 1-7- 111T'TiS 'T'/ 1 7 +-t?_,i.>`Trr ITi- I -F I I-1-?L/??/ I r T/?/. L' `p I II 1I 1?l J?`?'?I 11-r I 11 I, I i r ? ?' I r?/ 1 i?-`L•1 I r r I 1 I r 1 1 TT'T- 'l'l iT - 1 I I ?J TI?i , 1 j? I TL -t-H-r i IT--i ,- f f? I I it I /' I I r rrl I r 'TI-,7-I_'-L y??LLI_I Lj-11-11 j i rfJ-f=1- 7 co JT} f_I__I_rJT/'i rrr f'fT'j i I ' 1 rr it-1--r-' u rrJ?rL-L fill %I- ?-!- I1ri-? I I -! r I I-I ,I--? --I- •- r? i r I-- I' I I I- ? t I I_ _ _ { .-I I 1 1 I 1=1 _I'I-I- i ?I ' I I I t I 1 r t_ I I I f- ?I ?1 _ 1 i I I I t-rl' r. 1 I r I -1 Li- _- ; '? LL r, f f i`- ( J, ?_ I ?t+;._oc>„ 1 l cis lrc?:;_I_ 17 I-_ r 1 1 (._ 1-I{__ T. rL I I I I r tI rl 'r'1 -r I ,-{_ITl L i I J r r_L,( I_u_ rr"?T?T?-S'? +._:.. I.L f_L7 1- I- z.? 1:' ??._?. 11-tT' r;-n/• I-rri::?.`. - rr,-r i _ -=1_C?1??=CI i1=- `?- ?• r 1=i--t - 7- -;-{ L .1? niii J n_ C i I- ?. i•7`jI? '•r: I I-?-r- TI --r r t_ _ . , r• IJ "L'?LCi=1'i-_:-1,`-?-? -f-?:.,I?;?=-?•+.?h-? I ri ?-i-L:r_--_? I I I- _? ?1 I -fir 1 n--r - i %...; ?-1-?- i-I-?-•i?- f-f -?-?- =n-?=_-_ L.I? ?r---_ ?? 1_ I I?-•-I-? , T rf_• '• !? •-f =1 -!_ -L _._1-r l _;J ? i.: -i-'- ' ' n- ' , I -!-'- 1J- - LIT:_ 4-1 I I I i I I'rl 1- 1 ?,1 r 1, r .,_- •.? r i -r. ?---t I {"i'I I-??I t I. ?1, rl r: ° I I r rr ._.L?.L .I_L,-7 Y! I f _ •i T,?•.?Ii f rI 1 ?C n?-i? i LT?ITLI n{ I -?I n 1 it 1 - _,_r=: I 17, I 1 h9 1 -? I 'A a _ t I Tol, -7 mr ?i? 1 r 7 I ? .w,n. J(V4 8 ?Y` ,Mt.,. a W 1 _ vh r ! )r rJ j l 7 I r ,r •? I ' i ; 1 c r r r t; F;- , _ F n a? n: oa . O? l? lil: l? I ' i_L ? I- I II I I I I-? ) i li' I. I' Il I ?????t/ I ' I I, I-I ?• I II I I I ?\ I' ?' I?\ - -I- lljli?l?l;ii?Ill? i111_I Ij; j) II-?{? ,_ ?.. ??// I I II I I ?? III -I 11, <r J .-L I I t' I I I I I I ! , ,/ I , ?:' i I I+ I j- , I ,- I ) ?? I I I I I ? • r ' I--I?I I r 7 ) Jv I-°'--' J , , I I I ? ? ?\ J ? -rl-I-_ { I \tr I I \?l'- rl?•( ! LLI J ? !I-?? - _ ? - _ ,? I I-i? I I--r---I----I-i-?r?•__ I I I I I I-rT I" \ I r{ I'1 I-[I=f -i-:-I-?I-I', L'r-I_ _? i I I r- rl" I- 1-Ill ! 1 \I IJ'_t f_I? f_r__ r, ?_•_? f_I-t_` {T - ( r _i{ F- I- 1-1 j- •---I- f=f t-J- -1-tl-hl???1 ?- '_f I (? :-I---t-_rl{--- 'z ??-'r r?--II ?II j? I \` 17 f j_; I-`? f 1 ^? r $ LI=?r I? 1 1 CI I l i I i 1=1 l? [I `? l i I L n , I I' f? , I I _L'.= LIB ?.1 I. l yr L. J ? I? I, I I_`?I \J?i I -?`1 I - I I.-.? - - I I I \ I. , ,? I I , I??FII ,I Ii I III?I I?' __ ?? I I..i? ?I ?, 'ICI :I I. 1 I?r?f - _ .I.\•, tf II i I' LI i-II I It ;.j I ?. I.-I !, I t? I Lr T 11 I I r 1 IJ.. _ _ ..? h i.: I .,. I I I I- `? j l I r -I _ I\ L \ I I_LlTI I _ I I I I I_ _ -?- i- S- ? ? ? `•- I _ - _rr r? l I L I ? ZI T -rl?[ .. . I I -?I? \ r I- I ri , II ? l li r -11< T ''' Fc?; V- r IVI Ti, F ' T? TT rr'1T? I \ , I- l ri J11,t r I , ?- ( ' 1 I C- ? f LA -t ?? f? L L - 1?1 I -I I` l ''? j TTI 11? TfTr r-----I-i-i n I 1 I -.- I t rte rl? i Ff r?T-r-I -?-? I I _J iT' III; ? I I , I ? I I I. T I P I r r rv r - re • I L I I_ ? I I?^-..l?I L:-'?--r-L III T'I I t I ?I I I --?TT `r V ' I F r _ L - - 1 ILL?LI?=1 1 L ?1 r?',?_ I L 4 I+ ? I -I!r' I ?= l_ L1'? - f rh.•.? r--?-r-I 1-17!777C. '-h ,t" 4 I •- ' __ . ` "_ ' _ ' -f _f"'._ !? _I??: l- '?{:?? ?-?---i}}?---y'r?• -•-?'- {-T'??-?f-:r,1=..'7 :... I-r? - ?_ - - - _(TT _-???1-!I-7 __ _-`l? I- T "_^ r _-T ' ,? -__--fT_I. r I - Tr TI-I-:-!T ? ? II--? -r?'-?'T"?'1???-?•''('"? r ?'-.._LI_! _I?.!-I_i ?_i_.".i4f `.,_ti_i_ _?: r-'- •'. ?-?-i.?i I?. i, ' I?i?f "i [ ? . ' ^r I . LI - ? J . , L "•-/?' 1_ ,- / ?-rr, ?1 Cf I_ I I _'•1-?' ?-f-r:-r--??- f 1-.f L? - l7'rt f-f -{ ? 1 I I r 1 I t -{ t ' 1 •T+- , 1TI I•+ S,/I '?J>' _i"1_i--^?-1-I d,?J ? ? / I. ?_r.' I ,?-?-•?r? ?_t! :_:_.1 rr : I ! -+I ? - ?J.?.1 ,c J I I_ _J?_(" _ 'Tr^IT,?I".! I__ ^.I ? L 1 F .i , 7 ym ?xh7 1J -?'A t 49 K , u A, brN 4 /Ip a v r S,i (A.>\ Qu JL: kb .4 J I. 1 {f: ::; 1 ( ; 5/ '-7 y w .r y? 5 5 1 • P f 1 " s p ?? N y ? !Y Fj 5 { 5 t ' ' A , I ???Ir!1 1 5 F L f V..'r •. '. .ice' _ 9 i u ?Kn `1! ? I -' ?I I I-I :'-_L 1. ==i-i- j ?? I.I ri I rl I-? L -! {. ITr! . r _I i (.:1..__ _I I I I I I 1 I I-I-I"-----I °I-!-I--' I I _I_ I I I I'I I "1-I-i ! I I I I I!; I- .. ,. 4- r I- r l I_7_ E I i,=?l I L! t L?I_ T' i I ) 1 I l I-I-f?= _?I_.i •_? I i i..i f l r_I f r_ I r I I-I T i I=?_ -I-+-I-? I ,_= I__Ii _ _rl I I I I I I I I I I I I ?-i-Ll-+ -1-r;-r ! Imo. !-? t I-r „ L-? 1 I-_I-i I rL I r 'y i ' 1-_ 7_1 t ?LL • '- I 1 I_' 1 i-I_I-rL- i_?_- ( i ! I t= T i IL LI_? -? I-I LI N+r. I r IJ I -1_I 1 - r_LI_'_ I T? !- LI T??_ 1 LI_ I ? 1 1 f i_rLLF1+ I r' ' ?? I- I I r I I I r I I t _-I-1=rr!-r I I f a_I rr I_... _ I 1 -r? L _LI_ ?I? I I ??L 'rl-i -TITf'1 i?_ rL' III L! I I L! _L:_._I III r{- -I-? I , _I-I G AIL='_? I ? ?_-FIB ! I {'},rl ? ?-?L `• IT`i-{-?-'?-i' - 1 ?-?-I-i-I_Z i- -1-_;_ LL?C _T1J ?i ? ice- I_ ..I 1 L _I?? ?' ---- ?L? {- f I l 1 n, I ? I n IT•-I-? I (_? I F„ I'' 1 I I 1 I I I I? , - - ?_I-i'11 ? 1_L!_-! 1 ' 1. li J_I J ' 1?1_I! I IJ I I I I I I I I I I 1 1-_I i I-r, I 1 r rrI j-`-J-?1_ ? I-f-?... .. . I' II' II I I 'I I IT _? IT I ,t ?? ' 11 i j.? I 1 I ?_ ? ? YJ I I --L-I_I ?1-?Ll I? i T I I-1-1 I I Y IJ-I I1 . "- I I? L 1 1 I-'TLI -rr tl I- I- 1 -r - I I I I T ? I? Y_ 1 T- I-1 1 I T I IJ 1_ _ I n I _ 7 i I ' -1Eg ri -rT 1 1 1 H=r-rl , r. ?- , r- _ I r II 1 ' i ITr T 1 I' I I J I?,f'-' 1 1 ? 1 i I 1 I_ I I _I?LI T --' -Li rh-i-Tt r--- ?I I - +? 1 I I _? 1? I i T 1 I - 1 (_ _ VV ?T.I ', 1 ' ? I ; I I C I I I I {- 1 1 ' f 1 1 1 1 O I /IT-I-r -?'?11 'T j 11' I? i I I _I? ' rTl I I __'1j? , ; '?I 1 ITI ITr• ':: • I ' ?{"-L.?.?. I 1 I ?i 'I?? ' 11 I I I I ?.'?_, f I I I t T?-C^? I ' I 1 I I_ 1`11I I 11r' _Lr' LI j?,l 1 1 11_ :! `.?_-1 ?-ri- ?I._? ,?_ 1, '-,•1'- _'• I I I I 1 ? I -tom ? ?.?•1 I _ _ ?_{ 'lly_!'' I LIT 1 _' r l 1 li;rc I sL-t 1 ''T M-i 7 ?;-i-?-?._I_._I_?.L..4???r1 1 I ter^L?????_ ??-'i7--?r-I ?1 ?,, 11 1-•?,: 1? 1 iT-; .+! t i- -? r' f r1 - I--H=1 T 1 1 1•+t-F;Tr; -I . 1-,T.?Y-! -?-•- --'? .L L r 1 1 _y?l I f I I J 1 I 1 -(' I I?1 __1??1 _'_I-I_?'-1"-?Y' S t I 4 ?' ? ?? ? ?, k?r?rlJ at'?r.?YY' ?? ,? ? __,,.` ?a ?, ?;i•I? ?L?r?, +a'?a,. ' ` ' ? A. ; a 1 4 ? ? i?, ` ? _ _ i ?'Ia qar ° ? ? c a ] yyyrrr I ? ? nrE ? ( I1,: t 1 { ?I, F ? 1 al ft t-4 } + ,, r ( I +p3 ] 7 1 r ' 1 f l h Ma I ' W w w 4i 5 cu U 'L /y Q O W V? V' C7 1 1 Y4 , tlL I z ! ?% T - L / , - - -, _! ? i ! I f i I I I I/ j i E , 1 s ii ?I /I I I I ! f _ , I I 11 1 ! 1 I ! I ? I I I ' I '_? ! I ! I I 1 ( I I 1 -F 5 -_ ? I_ _ -1._ ?? ?- I ?IJ(C \ /V rv.J ?.::.?.1.'?4..L? f ? ? i?.i1 i l Cr 6!6L- To gE O_O:rc; a:D 7a FOLLOVVRJG O ?,yur_A I I I ?: ! f J !"i ?lz w. 1 ?R 1 I 9 B y v? u 6 u' u < 5 u t- > Li U 2yz Li 21 Vk I l.: ! u , I/ I I ? H i 4/ I I f/ ? I I I I i I j ?; I ?? ? I I __ I 1 _/I?_ ? I ?= }:OLS iO 3G u?DC4C7 ? '1-O I I1I ?Iv!o S5C 3 10:1 Fo.nc QIvz 'N D PIAC?gAlva I ;'1•; rOLLCI?I%lq `0RN,U' A IT I , _ sue. i7T - - '? 2 2'% %/, z K v v 0 u. z U v r% 'X[ ; (? N _ f- ' Tye-? d L L, 17 is%- I T- T z. i/A // 1 1 i13V ;? ; - s - •IJz .7.^acT:o.\ ._?.?. wlVc'N I A I ? %IX I /?, t I':1 Y_,, -57RAG 4.=. 21 A., °, ?•,?L W25, x 3 r r? rr 1 14 r o r' n .' 77-1 ? 1 I- STATE OF WASHINGTON DEPARTMENT OF HIG4l,'A;'S mow. ' OFFICE OF BRIDGE ENGINEER R. A T. I N G C A L C U L A T I O N S made HTG Date =-/O-Gr'- Bridge 2`P'O/`r SnonU/i ie' Checked Jn>f Data I - G-6s a T Portion of structure Sheet No. / of / Sheets Oul /t a (T\ fs' _LG_4 Kin" /. ?._ AS s _ 4=Or J I 16VFf5 w G'•16o1ci? _ 0:?3?/:; ,. 54 _ 1 uur o•13. ? ? ?•? ?r Available for LL j,5? x ?r•l2rG-iI/ _ ?•6l single Axie Tt -OJ S 0.2 ;t/ 7 2.55 2p= ll Dual Axie L?Fz_!_ Z. 55 n;7?}??.G3 ?. P,7.3 K/a ulc Restrictions t s [Ay sra. c?viheeL•• .zncr.?•as Qo'_,J1zciL_? /t AY_at?a. e Yrr_,Sr???i?eLL _ ?loble For LL fl.o;° ./2 (6,0 w u3 Fr " J " ?? " "aS"-... i t•?j l1 t7??r fry r ? 1 ?1 ??? 3?R„'? ?' 1 s ,?! 1 i ? 1 i h 4 1 1 ? ? Y ?i4 r ? I titi1 ??a 4y} .? sl Steel .Prior 1905 15'ksi Steel overstress 50 % Reinforcing Steel Prior 1935 16 ksi Reinforcing Steel overstress Concrete V Shear v = bfd 108 psi Prior 1936 After 1936 16 ksi 18 ksi Prior 1951 After 1951 18 ksi 20 ksi 50 N overstress ?50 H 'O ? T/•vLhCI' . 1 'R" t ? f Vr?31'`s:9?1?' ?fflNnpl,r1 d. 4t t i:'?'. ,?fh 1 ++? 1?+' .x a' S'R' :i ? i W'1? ?? ?'A? ?vP?1$:?? r!? 4 `? rk' ?S,AJI?,'e j°l?' i t p?, ? ? S I o f r r ? A` it & vj r w t ( ?. r r ? y I e ;? i t 4 ? ?47 fvt l ? ?l l 1 ti.(1 y. '?, ?' r? r r; ro 17 y? Kr. G. H. Andrews -2- December 29, 1967 . . "Rating of Existing Bridges" is perr'ormnad in accordance with 1941 through 1961 A.A.S.d.O. Standard Specifications for Highway Bridges. Under the section titled "Oporating Rating", we use the overstresses specified in the A.A.S.H.O. Specifi- cations. The comparison of allowed overstresses for A.A.S.H.O. 1941, 1961, 1965 and the Washington State Highway Dapartment are as shown below: - OVERSTRESSES ALLOWED FOR OPERATING RATING Type of AASHO 1941 AASHO 1961 AASHO 1965 WSHD Material % Overstress %Overstress % Overstress `/, overstress Allowed Allowed Allowed Allowed steel A-7 150 150 132% or 150 75'/ yield Steel A-36 --- --- 135% or d50 75% yield Low Alloy Steel A-242, A-440,'A•-441 --- 150 less than 75% yield 139% or 75% yield High Strength Steel A-514-65 -- --- less than 75% yield 150", or 67.5% yield ( Concrete A-15 150 150 75% yield 150% or 75% yield (Re-bars A-432 --- --- less than 75% yield 135% or 67.5% yield Concrete 150 1,50 150 150 Prestressed Concrete --- -- 75% Kod.of Rup ture 70% Nod. of Rupture Treated Timbor 150 150 133 140 (on sound section) Untreated Timber 150 150 No overstress )40 (on sound section) Compressive stresses are chacked on a corresponding basis. Untreated timber Is ' inspacted at intervals of 1 year or less and aftor each inspection is chocked and if necessary is rarated to be sure that the overstress of 140% is based on only tho sound section. .._.-.-- Our rating methods are In conformance with tho 1965 A.A.S.H.O. Specifications except as shown above for allowed overstresses. Since we are particularly caraful Jr. seeing that we rate on only the sound section wo foal our overstresses are co-parablo to the 1565 A.A.S.H.O. requirements. The naw section included in the 1565 A.A.S.H.O. S,,ocirications on "Aajustablo Loads" has been 'followed in this state since the in- caption of overload pormits. d" t'a lr U;, rt r scour chock and condition of under water substructure units are made by 'ti + w' x p a I TPIRF-4 47 +? ^ 5`? 1? .try ryd•++ ??, lu ?k 44?j ?' ae?? •???i? ? i arw? ?' I `l?. ? ? Y' h ? Eir'4i?` £fit?asAay ` ' r I?`i ? r? I , 4 YT) .r10? BAILEY BRIDGES, INC. aP HE NEARLY COMPLETED 30' X 22'3" P. O. Box 1186 San Luis Obispo, CA 93406 805/543.8083 WIDE BRIDGE 416 ?++'.i a THE MINIMUM BRIDGE IS COMPOSED OF TWO 15' PARALLEL DECK TREADS WITH THEIR ADJACENT BEAMS 48" C/C AND A RECTANGULAR DECK FILLER PLACED BETWEEN THEM WITH ITS EDGES BOLTED TO THE BEAM FLANGES. STEEL CURBS BOLT TO THE FLANGES OF EXTERIOR BEAMS. THE RESULTANT STRUCTURE IS 15' LONG AND 13'6" WIDE. BY LATERALLY ADDING ONE DECK FILLER AND ONE DECK TREAD. WIDTH IS EXTENDED TO 22'3' AND MAY BE SUCCESSIVELY WIDENED BY 8'9" INCREMENTS AS REQUIRED. TO VARY THE LENGTH FROM EVEN 15' MULTIPLES. THERE IS A SHORT DECK TREAD WHICH ATTACHES TO THE MALE LUGS OF THE 15' DECK TREAD. EXTENDING ITS LENGTH BY 5' 5 1/4". A MATCHING SHORT DECK FILLER EXTENDS THE CENTER. THE SHORT DECK TREAD CAN ALSO BE ATTACHED TO THE FEMALE LUG. INCREASING THE LENGTH BY ANOTHER 5' 5 1/4". THUS DECK LENGTHS CAN BE 15'. 20' 5 1/4". 25' 10 1/2". 30', ETC. FOR CONVENTIONAL TRUCKS CARRYING MAXIMUM LEGAL LOADS. LIMITING SIMPLE SPANS RANGE FROM 30' TO 40'. LENGTH WIDTH BETWEEN CURBS 13'6• 22 3 31 0 --39-9- 48'6" 15' 5.34 8.22 11.09 13.95 16.83 20'5 1/4" 7.09 10.90 16.71 18.52 22.33 25' 10 1/2" 9.82 15.07 20.31 25.57 30.82 30' 10.69 16.43 22.18 27.92 33.67 35' 5 1/4" 12.44 19.11 25.80 32.45 39.12 40' 10 1/2" 15.17 23.28 31.40 39.40 47.61 45' 16.03 24.65 33.26 41.87 50.49 A ts,. ?'. l KI?? 4+?1 m k E - I . ? ?'"'Mk$ kl .r• ?'?& r1 K $ ?' „?? t ? ? ? i1 ; i N d7 I "' ? ? hlhh11 1 ? ` 1m ' t t K ? T?, , ? 4 ? "r rX I C M ,tl 1' 1 ?'V' t.: „ f : BY: Rick Hamlin RH/sm BAILEY BRIDGES. INC. encl: As we were putting together our County Road Report 197.9, we got some bridge pictures from DOT to show a number of dif- ferent bridges being replaced with bridge replacement funds. ?r Several of these pictures showed the oad limit sign posted t on or immediateZy adjacent to the bra gd e. T a zd a to be in compliance with RCW 36.75.270 which provides thatar a this type of sign be posted "...on such road or bridge..."..w However, in discussing this with Gene SampZev, several weeks ago he pointed out that RCW 46,61.450 dealing with the same, matter provides that suitable signs 11... be erected and main- tained on the right hand side of such highway, road or street and at a distance of not less than 100 feet from each end of < such bridge...". ' mC Since this seemed to be an apparent contradiction of statutes ' we posed the question to our CRAB Attorney and he wrote back to say that whenever there is an apparent conflict in statutes ` the legal principle is that the language of the more specific statute should be followed. It is his opinion that RCW 46. 61.450 is more specific and, therefore, should be followed. e As a practical matter, of course, it is also more logical to poet the limit ahead of the bridge rather than on the bridge s to give opportunity for a possibly overweight vehicle to stop before proceeding onto the bridge iteeZf. It is suq- s gested that you check to see that your posting is in accor- dance with RCW 46.67,450 when you make your nest round of bridge inspections if you haven't already done ea. It is also recommended that you verify that the load limit signs themselves are in accordance with the ManuaZ on Uni- form Traffic Control Devices. These signs are discussed in Section 2B-41 of the new manual and include the R22 sign series (if you don't yet have the new manual, please refer to .Section 2B-39 in the old one). 1 ?-Y?'S:vl? x?F S'i.;nt .+n v C.;. r,•'is f1-ii? F R-rr ? f`;• !rY n, ,? / ?. j 1 611 q. . ,r t aC YY. (. -?ar' ? .. as $ I? I i? 46.61.440 Title 46 RCW: Motor Vehicles part; 1923 c 181 6, part; 1921 c 96 § 27, part; 1917 c than the maximum allowed by law, unless with the ap- - 155 § 16, part; 1915 c 142 § 24, part; RRS § 6362-3, prove] in writing of the secretary. Upon the trial of any K part; 1909 c 249 § 279, part; Rem. & Bal. § 2531, part. person charged with a violation of this section, proof of ' 7s Formerly RCW 46.48.023.1 either violation of maximum speed or maximum weight, or size, c 62; Sec note following RCW 36.75.010. , or either, and the distance and location of such s5 x _ • signs as are required, shall constitute conclusive evidence of the maximum speed or maximum weight, or size, or 46.61.445 Due care required. Compliance with speed either, which can be maintained or carried with safety IVA y requirements of this chapter under the circumstances over such bridge or elevated structure or through such y hereinabove set forth shall not relieve the operator of tunnel or underpass. (1977 ex.s. c 151 § 39; 1961 c 12 § - ..-: any vehicle from the further exercise of due care and 46.48.080. Prior: 1937 c 189 § 70; RRS § 6360-70. r caution as further circumstances shall require. 11961 c Formerly RCW 46.48.080.1 '.- 12 § 46.48.025. Prior: 1951 c 28 § 11; 1949 c 196 § 6, Federal requirements-Sererohility-1977 exa. c 151: Sec part; 1947 c 200 § 8, part; 1937 c 189 § 64, part; Rem. RCW 47.98.070 and 47.98.080. Supp. 1949 § 6360-64, part; 1927 c 309 § 3, part; 1923 c 181 § 6, part; 1921 c 96 § 27, part; 1917 c 155 § 16, 46.61.455 Vehicles with solid or hollow cushion tires. T?R?: part; 1915 c 142 § 24, part; RRS § 6362-3, part; 1909 c It shall be unlawful to operate any vehicle equipped or 249 § 279, part; Rem. & Bal. 2531, part. Formerly partly equipped with solid rubber tires or hollow center i RCW 46.48.025.1 cushion tires, to operate any combination vehicles z Duty to use due care: RCw46.61.400(U. any part of which is equipped or partly equipped with solid rubber tires or hollow center cushion tires, so long x 46.61.450 Maximum speed, weight, or size in tray- as solid rubber tires or hollow center cushion tires may erring bridges, elevated structures, tunnels, under- be used under the provisions of this title, upon any pub- _ passes-Posting limits. It shall be unlawful for any tic highway of this state at a greater rate of speed than person to operate a vehicle or any combination of vehi- ten miles per hour. (1961 c 12 § 46.48.110. Prior: 1947 c '., Iles over any bridge or other elevated structure or 200 § 11; 1937 c 189 § 73; Rem. SuPP• 1947 § 6360-73. through any tunnel or underpass constituting a part of Formerly RCW 46.48.110.1 I; any public highway at a rate of speed or with a gross weight or of a size which is greater at any time than the 46.61.460 Special speed limitation on motor-driven z - maximum speed or maximum weight or size which can cycle. No person shall operate any motor-driven cycle at be maintained or carried with safety over any such any time mentioned in RCW 46.37.020 at a speed - greater than thirty-rive miles per hour unless such mo- ` bridge or structure or through any such tunnel or un• P der ass when such bridge, structure, tunnel, or under- tor-driven cycle is equipped with a head lamp or lamps pas P is sign posted as hereinafter provided. The secretary which are adequate to reveal a person or vehicle at a "s of transportation, if it be a bridge, structure, tunnel, or distance of three hundred feet ahead. ]1965 ex.s. c 155 § ur.Jerpass upon a state highway, or the governing body SZ] " ' j or authorities of any county, city, or town, if it be upon roads or streets under their jurisdiction, may restrict the 46.61.465 Exceeding speed limit evidence of reckless speed which may be maintained or the gross weight or driving. The unlawful operation of a vehicle in excess of size which may be operated upon or over any such the maximum lawful speeds provided in this chapter at •a ?' -"", T bridge or elevated structure or through any such tunnel the point of operation and under the circumstances de- or underpass with safety thereto. The secretary or the scribed shall be prima facie evidence of the operation of governing body or authorities of any county, city, or a motor vehicle in a reckless manner by the operator town having jurisdiction shall determine and declare the thereof. (1961 c 12 § 46.48.026. Prior. 1951 c 28 § 12; #_a maximum speed or maximum gross weight or size which 1949 c 196 § 6, part; 1947 c 200 § 8, part; 1977 c 189 § ijl such bridge, elevated structure, tunnel, or underpass can 64, part; Rem. Supp. 1949 § 6360-64, part; 1927 c 309 p withstand or accommodate and shall cause suitable signs § 3, part; 1923 c 181 § 6, part; 1921 c 96 § 27, part; stating such maximum speed or maximum gross weight, 1917 c 155 § 16, part; 1915 c 142 § 24, part; RRS § or site, or either, to be erected and maintained on the 6362-3, part; 1909 c 249 § 279, part; Rem. & Bal. § 3 fix; right hand side of such highway, road, or street and at a 2531, part. Formerly RCW 46.48.026.1 distance of not less than one hundred feet from each end of such bridge, structure, tunnel, or underpass and on 46.61.470 Speed traps defined, certain types permit- ti - ,} s..Y the approach thereto: Provided, That in the event that led-Measured courses, speed measuring devices, 11m- ? any such bridge, elevated structure, tunnel, or underpass Ing from aircraft. (I ) No evidence as to the speed of any i is upon a city street designated by the transportation vehicle operated upon a public highway by any person l! commission as forming a part of the route of any state arrested for violation of any of the laws of this state I fJ? - 4 -p' highway through any such incorporated city or town the regarding speed or or any orders, rules, or regulations of determination of any maximum speed or maximum gross any city or town or other political subdivision relating weight or size which such bridge, elevated structure, thereto shall be admitted in evidence in any court at a !7 J + I tunnel, or underpass can withstand or accommodate subsequent trial of such person in case such evidence re. y shall not be enforceable at any speed, weight, or size less lutes to or is based upon the maintenance or use of a Intb 46 RC%V-y 1711 1198) Ed.) t M y , w* r3 y \ fA\ „_?? ,.;..itJ. ,? lr.9W';. ,_ •7?'"? 'F+aK'i'. Ph t 5?^Cl b11Y1 +[c 5 1? IJ f.,1 ,s iV ?H6 Y I I .•.13 a ? ? I + C l `e E m d Q e 6 O m N .L. 'mC C m 0 N W 0 y Y >? E O C m 0 L ? N 3 > > m O ° e S m O o it N m C m m ? 10 v? o= PI O m C N m ? m L 'L-' N ` J ° C w ? ?- W C m ° N W N `W m W O T p' , , E ' 0 cU..c"m W V 0 :.oc tl z ° c ?wu ? m' m EDm NL N N? - ?~ N N.W.. C« 6 a-NE; °' T Wa°coNC0 d N 0 O N > d c rn T N .- T p U CO N NQ C t TO.T v ?3 ao ` - o.a o 0 o N ? 2 ° 2'.m=a«. a >c0 `?QN« ?0m O) >+ L m U 0 o t m y E y m V 'T' C? U m o?• W m c a ? 0 o+.-3t? W o-NN?a E Q 6 d W N T O U O D Q m W W N E + ...... ?? 0 Z5 T E O N V N W 4f = C? a ?? 'p O Q L . ... r.,-. N ? o m w o c g o 3 Z. c o m W o a N -- c . - c 6. E v ? W ° ? O .. .. .. l . m m me m 3 c m c? m c m a w?. ? - _ d _ 13 I M Ol C d ? c cWi 3 m '- m 3 ? W C C __ N m L Q W W m c n = E o w W ? N H cma axis E o a? •-° i, Dl °' ° m N N •> C C .2 Tao0OEm W W U n E rn u y N? N C N C O W o m y m OI N m m v c c m o. am m z o c > T d = N C m v y> c L m 3 N « 3 00- .Q 7 N C C d:ON I C .- D! V N? U? 7 ? c `u > E W .. Q .+ O N Cl m n N? N oEYW??cLN'o>>a E. Y o Q o-> 3 E o.n W L m Tc E`E I DuL? 0 V2 4) -0 &T, t c> c E a d a e E c° y o N E `o Z d m U> > Y y :: 0 0 x2m a, O m T O. L n. _ c0E'S'Dc E.$o c= E d a:9 mm p- ° 3 - nm o' g 8L>°,rodtE z nZ« WVL-3`?DO U°wmu C_ 'a L f 0 Z O At a i y ,x2'4.;, F C C p, d . N w O O N ' E Z' d 3 EE m ? a ? p N 0 m E o d o•aT °.o o, ?c? 3d°-'?JmaaNi C •- N J d .+ N ti N C? = r d° ? ?= m m E :? O -a alL E0aa c?Oww ooTmE?o9°0EQwo-6 302mmd_-mFEd>"oo a W y 0c N D y y?j M N D N J C u c C o w a y a o o c o ,Zoo J,,,• ty EdaN °v W? W. ®•.. owl 1-11 ?.- tNrE„dd ? - ??1 T 0L. N S L Y ?'. 1 ' xuh? tY ray; ,,,' (E± L O ?Y i !? ? f. A Y i N d d d 0 N ?r?: 1 ? -? 9 y m? 5 c E ? 4 i; pl, r = C Ot O p N ??! .. ..7 n q O rn E E A E T-V r It F- L r / h. I _1 NA, C N N i .? S Y N N E? D a? E> n.o, m) ._ - d W O m y c N p m a a. 3 c y D N . :N ° J .?yN t ` ,VYay C_o 3 U C' 0..° .mc `- a ym m 3 E. ? . m ? >m° y ,m . y m .y c N JyC '«' CJ yW ' m rna m m a y' G >'m dy O.NG ?.., , tt. J ' {, bE?wgE .> 5361 °a':'Ec N = C v m V 0 9 - a 0 -`y .:wo $ 3 m . : a U N: M !?t, 6ci'm JC.??.oomrn • t op E° o'. E 3 W .6 c a. m--o o ... « y: l7 )r sdi ui W ? 'XsS ?,. Ili .st`6r?rS ' a$r i_ 1 D! NUj olo E.E=t m roN mr=N -' 0= N C? ?°c'ai n ? d ?wm?ow ryN>.Sa L Eo J y m ooc at=EEc? ° " 3 NV ydy3 'o =?y f? Oto ? mN`"ov E p°-o, Em?m°c.c °D? m°o? oa?NL ?z yo m ? o, _y- ac 0 E.--O1m o ci, mood 3WVtm E°WVW>; mE 3m??o m° OD m mED,Q y% ? E wo> an oS T mm2.E?E 3 ya t° >a°i .o'o `c 61 o - c:cLi?Emw 3cN°n" t t °1m ??c3 3` m d O ucvon'c°n° mmo at ?Lm Ein P 2=v N'a ?0_ E y E mo ='co?a c Hro ? D°u nnm ron?c 3' E .oom? D ._ ° ya 6a m 9 Zo v. O ° D L 'c -oo E' o J C'C O m : L ?E3o`o Ha ON m m` °'- 0 3:a-) my N El o .- D y o o m y a1D>O J o E ym o=mz n 3 yp 01 o c-E ?° . U o= z n 3 y VO 1° c ? L m D vl_ 3 0? ° o O1D CDDL ?m' o 0 o nmmD61 ?Eo m= avyca p 'o w-n'y. c c a516R S. Gv Rmli m EDCy E y.E yocom ro? wLwm Z>m EN¢n ccmE amA'?°o Za GIN Jo °Qna J` L o Emo rn?yro=nc o?av OD v ocov°1i in_yW=J yEms -ov yL E`° mm° E io n3°o3mO1 0 3 Ot u6a'n 'o' . D yro 2 o 16 2y ° 16°i O 6oi °w ° oo D`l ..W??N ocyaR OW a r DyEp -cc- E10 mmL c uN mm J,DQ EIE - 03. 'o m °pm`-°Z°?t0 G G B ??LE i6D-o? o=cm- Oy-3a m mool n -'.? , r oc _°E y d 6 D oE... m yv mnD O-? m`m?'m3d°o;O°D o momma dm?n3J EoE . -ma_?3tmm m1 E t = ^ c y o vtEn -3EE oo°'m>.N _v ayrom t oaw =?-E c vMsE °Em°m E ' d c o ^c m >mm ro-Jn ym?nn Ea°c"E am - roo ? c nwo = ENy cw ro_°.o m6roi c3 s mro Amos d DU> ND ?tm vm .> o.- m ro WEEmE`•'m S"10w mc '-pcc m m 'noal mUO mm ? y C ?vN `? F oc c N O a a m`o dU° E c aNV p,?C roi ?c N-c ' my_E2 7UUN4l -'?W m lmm U' =p ' o`-°ai o a roa mo oL ?o+co o. omn o ? o? acm of ocE Em U.__oin o¢Ey ono ?v av, 3c mm meE,2E =m y?E ° va c .? S d mD m o3 Um d Lamm y° ' ED o y E e S? -- ' co mmm 'u 3? yyD. ? yo -1 ?ro c L._ .om °E 2 o 0161 NDO -2 d m O NC N -o o m ON D p)N O n nA nm DO Da 1 E" ._ _ E Dal 3oom Eo ova anolxm N EE. of DC,n B 2 roNN 3 : om?' oa)ri " c yD O> sro3 O j C sC ` m NA r E Ot yawn m 61?? n.o o a?i: 2 c`c o-yy - ro N o )s c3 o_D o c)i mE m cLLN oLF oam ¢] n w W .. y `W w0f?0 ro W>.F nU - A wn0 .. V D D :=mm y N W °m `ND C7.y to !gym C7E ml to nE .1 O 0wn_° (7 Nna OaE ma3 .. C?26 W 2?zo9 vi o NUE? J?-O U61 N N U>CyW~ro v°v` EWE °W Gd o?n.mL o, o cats O rnmo c_ Gc UD ro memHmE ?l oc Er moo` N U.Y ro D LW 6i at nOJ?O - nNd NL-O E v j = mU roD G)N a°O1j o5 ?O)?OND aD ?n0 O U y UDQ O m - c 3 Z . -L C)3U= O BQyc°2 00 G_ o>,m E ° tiyS3W m`m mD°S> E' ?mm b o L o:n ... E. 2ma c_. m O'Q ?vor i. m 1 E2 6`m 1 . y ^ro_ aodvo mma mOw o nb= ° EEZE6 - yTwc?o wmt? S9,°ac 2 tOV Em ?', -oD ?N Vacim 1tlm 3¢c°E` °O U ° ?m'T,.CD = ?a E d16 m> m3 `foaU E y ^ v a?S m aw'c nm 2o¢c?u paw wyEv '?`c6oy?w o'-°-nma Ey Dm o=.-? E vv L -v N-¢mmro tv? a SyJ.> a?'mA On 2 U.. Emm'o Nu aoEE av ry roo °n?J ° _a`1J-mac m? S?cw3mmE J S..g mm ^ mx n,_ y?y aDE 9 ? 0' a Ev . !am_ ma 3 E?'6°i Ea ' o '4 m.W?-Q1v b ?wo. . = n U?y 'DCa aamw w'= oa-' iOEp np ?; O-ro `° o ?. `got ?gmy r3sDm rd UN°mo v: E m Ev,Em ao ac- U- robmv U`^ aio?=v°u°, a Ea-Ozz "opz w° 'A=a rn ms^a'.'G woG vm U -°?o- `. D mo mn m_m3'Svl Sc61maa ? ^ E myo Oi - O - l - _.? c,c O_g ° _?T O Qoc? o m-ooc Om??d°w 6 i u m£Ny...?o `'LV Vq)d4tn m y ._ .4 wy a QEvn ze D=?? cnmU.Bo wp, rt)v zsro O-..y8to Za,c $oi? uv E._ac 43E`?=O E¢b W Q J = w O > en W a W m = ? 'Z,. Q CL J O a Z !- U = , g . H JO O , W w a- 1 O ¢ (L x G Q V a W ¢ ° Q w O LU LL!', C7 e U a 3 0 a v o o' ° o , u z W ul za w z w z w z Z D C N 3 ? el: .N v .. D ? V o m o w a w kz N Vi ?p `T &s y E ' ie E M. Q 4t C ? k d r U ' tm5 C r N / ?ifh?AY??