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HomeMy WebLinkAboutZON2014-00050 JEFFERSON COUNTY DEPARTMENT OF COMMUNITY DEVELOPMENT UNIFIED DEVELOPMENT CODE TYPE I LAND USE PERMIT APPLICANT: PORT LUDLOW DRAINAGE DISTRICT PO BOX 65261 PORT LUDLOW WA 98365 DATE ISSUED: June 19, 2015 DATE EXPIRES: June 19, 2016 MLA NUMBER: MLA14-00100 PROJECT PLANNER: David Wayne Johnson PROJECT DESCRIPTION: Cascade Flood Abatement-The project will improve approximately 1,650 LF of manmade ditch along Rainier Lane and Walker Way, install approximately 90 LF of new culvert on Walker Way immediately south of Rainier Lane, install 830 LF of 18 -inch stormwater pipe primarily in the easement between properties along Olympic Lane and Cascade Lane, and improve an existing culvert at the intersection of Walker Way and Oak Bay Road in Port Ludlow. The work will include clearing and grubbing, re-grading of the existing ditches, and installation of the stormwater pipe and culvert. This project will direct stormwater tributary to Cascade Lane from within the Greenbelt from flowing onto adjacent private properties. The project requires a Type I Stormwater Permit with SEPA review, a Road Approach Permit, Tree and Vegetation Removal Approval from Jefferson County and a Construction Stormwater General Permit from the Department of Ecology. PROJECT LOCATION: The project is located within Sections 8 & 9 of Township 28N, Range 1 E. The existing drainage ditches along Rainier Lane and Walker Way extending 500 feet north and 1,150 feet east of the intersection of the two roads will be improved. The stormwater pipe will be installed between the properties on Olympic Lane and Cascade Lane, from the Greenbelt to Walker Road. The culvert improvement is located at the intersection of Walker Road and Oak Bay Road. CONDITIONS: 1.) The proponent shall install the stormwater management facilities and implement the Best Management Practices (BMP's) proposed in the Stormwater Site Plan & associated Construction Documents prepared by Gray& Osborne, Inc. recieved November 20, 2014. 2.) Prior to commencing land disturbing activity, the proponent shall notify Jefferson County Public Works Department. 3.) All temporary sedimentation and erosion control measures, and protective measures for critical areas and significant trees, shall be installed prior to initiating any construction activities. 4.) In accordance with the Jefferson County Unified Development Code, Section 18.30.080 (1) (f): Clearing, grading, and construction of roads, bridges, utilities, and stormwater management facilities shall be inspected by JCPW. In order to enable the department to conduct inspections in a timely manner, the applicant shall notify the department in a timely manner regarding the project construction schedule (applicable to those components located within the County (road) ROW). Typical inspections: • Installation of temporary erosion and sediment control measures (Required) • Clearing (and Grading) and road subgrade preparation; • Placing roadway gravel base; Placing roadway crushed surfacing top course; • Placing improved roadway surface (chip seal or asphalt concrete); • Construction of stormwater management facilities; (Required) • Final plat review. • (Additional inspections may be deemed necessary as project progresses.) 5.) After construction is complete and prior to final DCD project approval, the proponent shall submit a letter to the Public Works Department, from the Engineer of Record (EOR), certifying that the stormwater management facilities have been constructed per the approved plans &specifications. It is the responsibility of the proponent to schedule inspections with the E.O.R., his designee &Jor qualified inspection firm(s), approved by the E.O.R., to provide for said final certification. 6.) Prior to DCD project approval, the proponent shall pay all costs related to the Departments application review, plan review, inspections, and preparation of the Stormwater Management Facility Maintenance Agreement. In accordance with the Jefferson County Public Works Department Fee Schedule, the Department's 2015 hourly development review fee is $83 per hour. In the event that approval for the proposal is denied by Jefferson County or the proposal is not completed, the proponent shall still be responsible for paying the Department's fee. 7.) This project is in the vicinity of the Olympic Water& Sewer Inc. Walker Way cleanup site (Facility Site ID 62223345). If contamination is suspected, discovered, or occurs during the proposed SEPA action, testing of the potentially contaminated media must be conducted. If contamination of soil or groundwater is readily apparent, or is revealed by testing, Ecology must be notified. Contact the Environmental Report Tracking System Coordinator in the Southwest Regional Office (SWRO) at(360) 407-6300. For assistance and information about subsequent cleanup and to identify the type of testing that will be required, contact Joyce Mercuri with the SWRO, Toxic Cleanup Program at the phone number given above. 8.) The hydraulic model for the project indicates that there is sufficient capacity available in the existing along Rainier Lane ditch to convey the projected flow without changes to the ditch. However, the applicant shall field verify the dimensions assumed in the model to double check the capacity. If the ditch needs to be deeper or wider will notify the property owner residing at 247 Rainier Lane and provide them an opportunity to remove the landscaping in the right-of-way. FINDINGS: 1.) The Administrator finds that this application complies with applicable provisions of the Unified Development Code, all other applicable ordinances and regulations, and is consistent with the Jefferson County Comprehensive Plan and Land Use map. 2.) Reviewed under the State Environmental Policy Act (SEPA) by Jefferson County acting as lead agency. Determination of Non-Significance (DNS) issued on March 6, 2015. 3.) The site plan as submitted with the Zoning Stormwater Permit application on November 20, 2015 has been reviewed for consistency under the UDC, and has been approved by Jefferson County Department of Community Development. Any modifications, changes, and/or additions to the stamped, approved site plan dated June 19, 2015 shall be resubmitted for review and approval by Jefferson County Department of Community Development. 4.) This approval is for Installation of Culvert, Stormwater Pipe and Improved Road Ditches only. Any future permits on this site are subject to review for consistency with applicable codes and ordinances and does not preclude review and conditions which may be placed on future permits. APPEALS: Pursuant to RCW 36.70C, the applicant or any aggrieved party may appeal this final decision to Jefferson County Superior Court within twenty-one(21)calendar days of the date of issuance of this land use decision. For more information related to judical appeals see JCC 18.40.340. The Threshold Determination for this Type I Permit may not be appealed to the Hearing Examiner. For more information related to SEPA appeals see JCC 18.40.810. UD► Administr. • % . .110� 12 (4 Evf \\tidemark\data\forms\F_MLT_I ss uePermit_U.rpt 6/19/2015 Page 2 of 2 0 N. I al ' %IS�.I�x� a ;V4t Fii _ 9 E$ � �x�wnxx�. % a P e �. N -I 3wn � +1 Z &� a O ai U as 0 11/ l ,eM, fr CIC O it WW1 3tmoaaV ��-"-- � O 3kv '11130 3f rU imml SOY■VIMOYM w F- 3xYl ONYxYO /, 0 0 _ _ -� a W n,!MOW—u ' d D W LLJ W co N z W (tillID o Z v � Z N Q Q W • J — Q w CL Z �— F` p a- u_ cno JU � op o Z CO z Q ° v to z _ °' H co CD o w �Q Z o F- o� � Z � z wC � O 3 n C17 LLI Z a N W Q as zz° F- p� p co CE � �Q o W o W YJ W & . z Z cc 3 O o0o Omw = UD o W N O i W Zz O �° W I _Ja a z_„„ J Z = > o ° w ° ~ z >-• ¢ ui W a � H O V CO c Q > N a a 1- Z va o a ~ z J O =~ F- d V W O W 'L▪L Z' U Q CL X W Z p O 0 ® W 0 w w W 0 op W e - O d Z W O Cr ti CI o Q I. 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EL 4ss E l i SHEET 2 l o II I I I I N N N W W W W E W o O- tiz O co O O O O O O N N2 N NJ >rfm O O N r ma - 88 P °N O 2n I _N ° PORT LUDLOW DRAINAGE DISTRICT e, a ISERIA. DATE: FEB 2013 z o m (71 Oc ',021”, A H: t'=2D' o T m JEFFERSON COUNTY WASHINGTON a �a4�.f- a� d- SCALE: ro =p: '�'a I(/' �‘I V: 1"=10' 9 5 m CASCADE FLOOD ABATEMENT (. r I DRAWN: P.GM. 087 T__— q Y UOIRl JiJI:. N O A�+ems 4! Pa y' NTiP4c;�4 "ey' e„ ', CHECKED: L.K.N. CONSULTING ENGINEERS rn ° PLAN AND PROFILE '1 s�'oNaU S2oxaL 201()FNMA nv2wuc NORTH SUITE 200 STATION 0+00 TO STATION 4+60 No, REVISION DATE APPD APPROVED:N.EL. SEATTLE,WASHINGTON 98109•(206)284-0860 M:1PORTLUDLOW112577 CASCADE FLOOD ABATEMENT 1PLANSET\G-SHEETS1SITE PLAN SHEETS.DWG, SITEPLAN3, 6/27/2013 12:24:25 PM, PGM ACROPLOT PRO.PC3, BY P MARSHALL N N N N N N W W 0 0 0 •0 oo CO o S o I MATCH-ENE STA 9+80. ; SEE SHEET 2 ll 1 4 a , 0 11 if m + b 3 o If it r • r I ya II F• 11 ~' I m m 'v m 0:6 1.1r -�JC. .'. , yOn .. yD c, 'Il gnh-11A cv /1 o=v A 4 .. TYPE II CATCH BASIN, 48" DIA I °x /• RIM 3003+ - 1 LE. 298.3 18" NW j I ; (HEW VERIFY) ' ` _ % 8 A�� oA t A° L E It 1 \\\ 1 4 c. .. r i 0^{0 III 1 } 'I °g F. I Iv '. N � g m ti / 0 I. m r�p i O /I m .. I Y , II N m III , \ I I ° Z 1 // . .A . 1 11I O v ` lr 3n N QAE v v O n :-----1i w o a� \ a 1 x I m 1 j m % AAmn <. ,G 1. / ' }.' �Q y 3A /III 000 /o -. i' \ \\ 1I 1 1 A 111 O O 1 � 1 r. /i 1 0 (; 1 1 ■ s �' it ° p00 I , 1 \ 3HS 33S-09+P.tl1S 3N11HC1tlW 11 4� 1. I A N cn V mN �Np W O O O o O O o O A Zn O- O O iZ n in I 0,, N 1.In ° O r my A2 OvF °,0 g ;2'a', —N -< m m PORT LUDLOW DRAINAGE DISTRICT s E. L w,�NER1/i, DATE: FEB 2013 HJ o R m JEFFERSON COUNTY WASHINGTON tea` O� �Aa tl e����s� d^ H' 1 =20 M ,. 't v ' A ¢ -"• ♦1. SCALE:W 1'=10' §"� i 1 U) CASCADE FLOOD ABATEMENT „ a" z DRAWN: P,C.M. !� SE 0137 rile ' 2 'OAe°,1983,1 0�., ,.•p le,,v, L37.19.y C� OO ' m PLAN AND PROFILE '9.910 OW 4's1p yap CHECKED: L.K.N. CONSULTING ENGINEERS m NAL NAL 20,1 DEXTER AVENUE HORTI SUITE ZOO a STATION 9+80 TO STATION T4-80 SEATTLE, WASHINGTON 58109•(206)284-0660 No. RENSION DATE APPD APPROVED: N.E.L. .... r . MI\PORTLUDLOW\12577 CASCADE FLOOD ABATEMENT\PLANSET 1 G-SHEETS\SI TE PLAN SHEETS.DWG, SI TEPLAN2, 6/27/2013 12:23:45 PM, PGM ACROPLOT PRo.Pc3, By: P MARSHALL , 1 l• I LI IA to• w 7 co to 0 8.1 SD 411 -I -1. *n ti,1 3 77 7J A 1 CI -r 2F,98 A. ‘...., 9 i ( rl rA n>r" mu; tt, 7._ . . 1 i 0, Es TEgo r-9,,.= is• I I ; 12 R‘A r A A I , RI g. ,PI I ..., -o z, =a n rn rn , Ir , , , a i ,.. .....-' ■ , . \ , ,‘ It\ '.C‘ 1 , ..----- I I \....; INLET w/DEBRIS BAR I I RIE3 z . I E o 328 35, 1E1" CAP .( TYPE I CATCH BASIN _ _ _ , _ RIM = 330.0i ..-{..- ' . e's". L t.. / i 1 co-0 o / N., t./ 0 -- / ,. ... , 1 -9q sc.° , groP ' \ .-or. , . s,. , i ■ TYPE II CATCH BASIN, 48 DIA. 1 .....--- , — _ „...- RIM = 326.0± / I I (FIELD ,,■ERIFY) I a , + I.E. - 321 00 is s 0 /----- / o , AA . 1 u_ .-- , TYPE=II CATCH BASIN, 48" DIA. — 1 • RIM 325 I I I.F. = 320.7E 16" N, E . 0 '- / I ,,, V / 1 II. ,, ?'- I'm .: ' ". sa !. \ a 0 1 I co- / I x t °I I co 0 0 / r to rl I I rx."„.. I I I, I 1P i I I '. 1 , i :' ,,,... . _]Ii.:''k Rg r I A-, 1 ) 'I ill M En 1 1 m , I I / § 0 I I AA 1 02 1-1 .),,,..,:t 1:1 „i OJTLET I ,> 0 21 + o,A — o -171 - 32D.00 18" I 8Y) rnm ' 0 0 I 6 m fr,g -n 1 i . rnrn,,,,?! I 13 1 -1 m , -L- 1 1 . II ; ,c, ii II 1 I 8. Z I 1 I ...-- t 1 -... , . .-- .... . r - , --- 1 i . - 1 1 i i 1 1 E r zis 1 is 1 r r-r, a I 1 1■1 fn I'llA , I- 0 i /I QmAS3 =-. / 2?-rr ,A r 1 ■ - c,- II I , TA2no ' li 1 a I I / co-'L'' r I I ! 1 / 1 I I I I I I , I I I I I / l'e 1 1 . I t I I f 1 I , i f / L. II I/I II : 3 0 up I/ + o 1 , I z..,. I ■ /■ , I.A A 0 E MA TCH M. LINE ST 0 A94.80 ,.., •0c — ---- = 1 R SHEET 3 ; l, hi X IV II 1 -71 ii—o 2 o KA KA 1.4 IA CD 4.1 CD 7; 0_ A -1 8 co o iv c••■ a o 0 8 0 0 0 n ri .4.001fr' 92 0 " P•I D --• - 0 -1 • r32 0„F 0. "C3 "i" PORT LUDLOW DRAINAGE DISTRICT OIER7k4, DATE: FEB 2013 ■ s E q 11 JEFFERSON COUNTY WASHINGTON A g' LOU ..i.-0,,,, t,.. 4. pt,,, ,, SCALE . 27.e. 4-01 " 4P.;14 •V: 1 o■11T CASCADE FLOOD ABATEMENT . N.", ,v la “ffle DRAWN' P.C.M. Gray 8E 08-16“corxi.e, Inc o rri PLAN AND PROFILE 3.\?,.(....zseA %';'O'N.A.1 S,*#C'N .04.;t0.,.,...0....4•• '9'OW01.C‘C. CHECKED: L.K.N. CONSULTING ENGINEERS 701 DEXTER AVENUE NORTH SUITE 200 En STATION 4+60 TO STATION 9+110 SEATTLE,WASHINGTON 96109•(206)284-0560 No. REVISION DATE APPD APPROVED: N.E.L. M:\PORTLUDLOW\12577 CASCADE FLOOD ABATEMENT\PLANSET\G-SHEETS\SITE PLAN SHEETS.DWG, SITEPLAN4, 6/27/2013 12:25:10 PM. PGM ACROPLOT PRO.PC3, BY: P MARSHALL 0 ti N W N Cl O O 0 O 0 0 0 O 1 SEE SHEET 3 MATCHLINE STA 14+SO- — \o N N `o 1 N'. �m y 0 YS rr Ii NS po�` £ g y.� o �: l i Z A.S. I 1 . III m tl AF 72T,' . aF L.I o ... .• - . . Da m 1 1 m D.' m .0, I Om as t s , • 0 m 1 n -ii vaa a •INLET W/DEBRIS BARRIER / igR b .yo I LE. - 251.0 78' CMP _� miam ' om s `1)�q __------- r 1 // mno r0, x " TYPE II CATCH BASIN. 48"DIA m g RIM = 252.01 1 m _ I 250.1 1K NW (FIELD vFRIIr) II ✓� I vFEED -RFY) I 1 Illibh -- 1 .1 fI m• � o i A pN z cc m --- ,I/7' I M 1QN II of V.1 /ii' 71 + Ho J. 1 m I qa 1 I-,o Az /!,f;/ I g ox c,�» °r, O -H __ m s 00 ° Z 1 I1 D /'I o 4 5 '� I 1 m o o \ II l0 co xi co rw aM II N m m I�. .. \ AE 1/ ` aF' 'Ii \ III I!! 'p ! T 2'mo 1 INLET 1_1(‘ DEBRIS BARRIER - Pmm> \ \ I.E. .228.2.1 B" CMP. I I,np v c �' : 7----\\:C I! -- __..—_ :Ni 100 \ O I 1 \ \ / ! / I ! / / ! o /n 7 n --o F oE o o O o O O O o II o nm ti N DN O O ma y . D 9op r OH P O r _N a =✓ X S � PORT LUDLOW DRAINAGE DISTRICT -7.17 DATE: FEB 2013 ✓_, o FyI JEFFERSON COUNTY WASHINGTON aaGyoEase�C •b��Y. .,;,�,y H: 1'=20' .. A'* 1'!,.a � OAF. ffi SCALE:V: 1'=10' e + CASCADE FLOOD ABATEMENT m i ,4 b SOOZZIO Y. DRAWN: P.C.M. /1 v Q_O ' ♦ 19161 11 B o • Mme o! VI�.I L\L. U1 O 1• ♦1 < f• S ° '•*`�c> <9�'!"�c� CHECKED: L.K.N. CONSULTING ENGINEERS m PLAN AND PROFILE i9/ONAL 9 OXAL )ot o[%iFA AY£uuE Nd1M w11E Igo t STATION 14+80 TO STATION 19.80 �� No. REVISION GATE APPD APPROVED: N.E.L. SEATTLE WASHINGTOl 98109•(206)264-9eeo f M:\PORTLUDLOW 112577 CASCADE FLOOD ABATEMENT\PLANSET\G-SHEETS\SITE PLAN SHEETS.DWG, SITEPLAN5, 6/27/2013 12:25:55 PM, PGM ACROPLOT PRO.PC3, BY: P MARSHALL 't Al 0 d 0 0 0 0 00 ,. �2 'S2 0 0 ii 0 0 0 0 O ,40 24 <N ..N ■i m r2 'CO 1 • c I 4S `h5' 1a' NV O II CI I 24 j6.tr i as y . g • `N,• I HEADWALL IE. 277.2 _ _ - 2h" �v'Q -"N 1• I TYPE IL CATCH BASIN 48" DIA. � RI BEEHIVE GRATE 'n1',4 RIM 279.5 I \ ♦-ty I" ill. L.,,.:. • LE. 275.0 18" CPEP N " ` I.E. - 275.9 18" CPEP N 2 / I �, I "1 nib 11 . / NI wl Nn z I omI I . 4z Ii 1 z I N( /I/ /I oa 0 0 .F Ga• A v '^1x,1/ Q I c. 2 B of 1 >� b m I .. I I TYPE II CATCH BASIN, 46" DIA. I ' / �0 RIM - 2].511} 1 e1.e I I. I.E. _ 271.0 18"'CPEP,NW I.E. = 270.9 18" CPEP, S - I` I I.E. = 271.0 r ADS PERF PIPE N I. .1 .q I m I m o me 3 x I s _ mN Nry I ,>I x o 1. Z oo o !' i iti o a N i m 0, is g�m H b I� F I mbI mo , I I ,L.=a ->m'. >�a ! . i . E r 4h JA n L'; e '1- I OA EE o (TO BE REMOVED) I " I o I I pNI I DI A9 I m III. N II / I Z m ( O N 1:W. TYPE II CATCH BASIN, 48" DIA. - f H 1 ( 2 1 ' ' RIM = 270.5T- - I.E. 68 0 18" CPEP. N 1I I.E. - 2659 18^ CPEP, S I E -- I.E. = 266 0 6" ADS PERE PIPE N 1 o mm II` I oa : 0 I y9 I N N 0 : m e MATCHLINE STA 4+20-SEE SHEET 6 o 0 0 0 0 0 0 N 0 �ty p 2O p p_ .6z N Nn wx n� 0 NI ID y r3 2P °w o 2n n( N Hm 0 m T PORT LUDLOW DRAINAGE DISTRICT t, aERT DATE: FEB gals M, z o (" G� 1. P� ' H: 1'=20' JEFFERSON COUNTY WASHINGTON of .,q�¢ '1' oe.+s4 4. o ACS¢ ., A • 1+.7c SCALE:V: 1'=10 N ' 7 �: "° C DRAWN: P.G.M. 8 �D. 1 CASCADE FLOOD ABATEMENT 1 ,x NM A. 8, �O �pt.11e� Y i n �"°^y °m:'ev �°`yRO!T°,,..,..�+� CHECKED: L.K.N. CONSULTING ENGINEERS RI PLAN AND PROFILE s7oAAL020WAL 701 DEXTER AVENUE Nonni SUITE 200 y STATION 0+00 TO STATION 4.20 No. SEATTLE,WASHINGTON 98109((208)284-0060 REVISION DATE APPO APPROVED: N.E.L. ■ 1 0 1 I ■ M:\PORTLUDLOW\12577 CASCADE FLOOD ABATEMENT\PLANSET\G-SHEETS\SITE PLAN SHEETS.DWG, SITEPLAN6, 6/27/2013 12:26:36 PM, PGM ACROPLOT PR0.PC3, BY: P MARSHALL N ha NJ N N NJ N N o' o o $ 0 0 0 o MATCHLINE STA 4+20-SEE SHEET 5 I �' — _ — — — — — _— _ i , I, 1 JI ' (TO BE REMOVED) I. n t 2. I �� ' mvm Plow T� >mx >oo 0 .-- I map 2gK / z� p b- - m 1 I g v i p{$ 1I C9, rl p 11 1 I J J O1 p u ._ 1 c: ........ I I , m 1 o o v m , 1 I I P T' I A p It"i In XI I > \ �a I / . F I -0 pi L / / m _ % II II - I_ mmmm _N z ��a �A I z i �`� C,2 j y�p c TYPE R CATCH BASIN, 46" DIA. - III ( `~ 4y 8C RIM = 264.23 1 +L. n. ;S jig 1 0 I.E. 280.24 18" N IIm _. /r m uo`^i LE. - FIELD I6".W Il m \ 260 2 VERIFY) 11 .� I.E.. 260.24 6" ADS PERF PIPE N Lo+ (I CA v_. It m g� II 1 74 0 it un II to m v / CUTLET :2-1,2' .` _I LE - 260.0+ 18•' -. 1 I III y G 35 x ' f N m � � m I I - s w� M 1 1 i rR II , -'" -"I I I II = o_ inc H A E 9 4 O , 0 Li N 8 Y� J/ om {n D _. _. 1 E 6 INLET W.DEBRIS BARRIER - - I (WALKER WAY)8 I I. v �. IE. = 251.9296" OAP � - 1. INLET W(DEBRIS BARRIER 1 (CASCADE LANE) _O I.E. -.251.92.18" CMP j TYPE II CATCH BASIN. 48" DIA RIM - 253:0t I I E = 251.1 18" N 0,, I E = 251.1 18- W C (FIELD VERIFY) 1 1 I I 0 TYPE II CATCH BASIN. 48" DIA. __ 1 y.• (SEE SHEET 4) - 'J` A z NJ NJ N N N N NJ N ' p Oi O $ O O O O o o CO E n V 2 Am O 0 mb ti - n 2P s ON O zo n!m _> N g m Y PORT LUDLOW DRAINAGE DISTRICT E. KExt DATE: FEB 2017 (9 z o n JEFFERSON COUNTY WASHINGTON 4p`l a .440,z,..; `,k;0 4e .). H: 1"=20' F, .. =Q./ ��; ro SCALE:V: 1"=1D• -0 N V I 01 CASCADE FLOOD ABATEMENT " 'arc DRAWN: PG.M. O81 11,1a mit■ y UO , Inc.l i °o °AS �� 4+,+D� "fy+0 ��++c.1 CHECKED: LK.N. CONSULTING ENGINEERS R, PLAN AND PROFILE '�/ONA1.�'C 9/ONA4�'c 701 DENIER AYENUE NORTH SUITE 200 STATION 4+20 TO STATION 9+00 No. REVISION DATE APPD APPROVED: N.E.L. SEATTLE.WASHMGTON 98109•(206)291-0660 • M:\PORTLUDLOW\12577 CASCADE FLOOD ABATEMENT\PLANSET\G-SHEETS\SITE PLAN SHEETS.DWG, SITEPLAN7, 6/27/2013 12:27:17 PM, PGM ACROPLOT PRO.PC3, BY: P MARSHALL p o 0 0 0 O co p x ..1 °A," ' i 2 o /: o \ / , ri I° / V I I I I It 1) it II (I il I ( / / L -/ v 0 ii I/ A p pO N n N O -- m 71 \ H =- _ m H _ _ -.q 1 / i / / / / / / -N O 0 T --.-O pp p Oy b O O o o O - G N' o n N2 en pL4 Q -O VI D D r a� n: r Y,^ A �j p r'l. N im g S 2n PORT LUDLOW DRAINAGE DISTRICT 'e"' ART DATE: FEB 2013 FI JEFFERSON COUNTY WASHINGTON tC' e4ss� 'b`�oeT4yft, N: 1'=20' p SCALE:H: 1--10 F °� se V CASCADE FLOOD ABATEMENT ,� DRAWN, P.G.M. CE _y O , III MOH < o ♦ HM6 e N v=ia. m o ' �On *e�,G1 '°r6eae_e,Ca�< CHECKED: L.K.N. CONSULTING ENGINEERS RI PLAN AND PROFILE �'°�0W11 t'C �s;0NxL 4` 701 UEYTER AVENUE ENGINEERS 9111E 200 STATION 6♦60 TO STATION 8+00 No. REVISION DATE APPD APPROVED:N.E.L. 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SEATTLE,WASHINGTON 90109•(220)254-0860 A M:\PORTLUDLOW 112577 CASCADE FLOOD ABATEMENT PLANSET\G-SHEETS\DETAIL SHEETS.DWG, GENERAL DETAILS, 6/27/2013 12:17:45 PM, PGM ACROPLOT PRO.PC3, BY: P MARSHALL faoz�� IA .A ciMm ZNoo m:. ,y 2(Vi yxn )1AKmN ay9y>y9y<2 AN gy1�pp11,1 D's O a 2'Fg m9 r,0 nV )Zn On %yk.E�>1x ,A08A 0 -^ 2m O VI I In„ � mn Cm F. a 2 A\pN F$202 Z_�m0 D yl , p An� Ao v F F I �N m,I; K g�> mzmin gy rn - IA 0m• rN z i o my 9i'n p >v, Im^ m > 0 n , 2iN • m90 wJ .t"!'tiVl AD > mO [o9o9� N y0 / Om A�.-0 >oCCz nm2ADlm,1 I,1 ; A p=pNpy ON nNm(Dt�i N�0q O>S r y� 9;13 m" 4 y N f ,- N Z 02 m 1r1m 2: o J 9_ Cn?ONm ^J1V 2 �m�vl>1m1 •I ou mm w om- > C7 z6'0 im m grCCS+ cm aBz OO c �z4 �i 2 za mm�ov �_ Fv p 0_ ash 1-0A1� 7) mob oa v v_ .7 mzv1> ///���vI.1irlrt...._ Om^m z i mz D3 a3o Z A. Rr 8y 4l 0 N q 1>l.1 " £N Vm O @®/' Om Om dill \ O z z.„b,, i ; I m g O �\ 2 2 m �I��Hn N IV 0 n n m m ym� O m Z 2 M n n g zm v_x vx_ pf N > D �O > I m\ m2 mz Z^ m .m z9 i �, o ✓m-+o RR i6 O. 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Vm 0A 10 mq 03 vm� mAAm im pa C m gs mmz r-0 r 33 0 Nno10j r'�i7 2m 0 o > mygi ?wmz py 03'4 11 E 410 of a gm m z°unI -gr yA Y KymA Zmn O x N 53 >D it mo 1 Co 1 m I > r Co I n v .., ..:.., 2 o2 n nm 0 >N o Flap O >" . 10 n+ N hm > ; O _ m i PORT LUDLOW DRAINAGE DISTRICT ER4 DA E: FEB 2013: zo Qi m JEFFERSON COUNTY WASHINGTON ;-Yo g..8�¢4 +�E� .°���,�, °m .. • Gcy • w SCALE:AS NOTED 1111 41-r7)11/1 D w O CASCADE FLOOD ABATEMENT .� w DRAWN: P.G.M. !1. 01:1111113131.1159 7 m n �y °'�e�•3c,+ `�y °1�°•• + CHECKED: L.N.N. CONSULTING ENGINEERS GENERAL DETAILS '020NAL 6` 9OJ°AL 701 DEATER AVENUE NORTH wnc 200 No. REVISION DATE APPD APPROVED:N.E.L. SEATTLE.WASHINGTON MOO•1206)200-0860 Jefferson County Department of Public Works 623 Sheridan St. Port Townsend, WA 98368 • I' (360) 385-9160 Monte Reinders, P.E. Public Works Director/County Engineer Date: 5/8/2015 RE Prrip p To: David Wayne Johnson,DCD From: Eric Kuzma,JCPW MY 1 1 as Project: Cascade Flood Abatement: (MLA 14-00100) Subject: Development Review: Stormwater Management Tipp APPLICATION REVIEW A. Stormwater Management Unified Development Code Requirement(s): The Jefferson County Unified Development Code, Sections 18.30.060,Grading and excavation standards and 18.30.070,Stormwater Management Standards both set standards for erosion and sedimentation control and stormwater management. The code adopts the requirements set forth by the most current version of the Washington Department of Ecology,Stormwater Management Manual for Western Washington(SWMMWW). JCPW Findings: The project proposes to capture and/or direct stormwater into the existing roadside storm drainage system. As such,the Port Ludlow Drainage District is proposing improvements to the County roadside stormwater drainage conveyance system,along Ranier Way and Walker Way, as well as within the drainage easement between Olympic and Cascade Lanes. There is no new impervious surface proposed as part of this project. However, since the land disturbing activity exceeds 7,000 sf,the Stormwater Site Plan has been prepared in compliance with Minimum Requirements#145 of the SWMMWW. To comply with Minimum Requirements#145 the proponent has submitted the following documents: Construction Documents(13 sheets-dated 5/6/15) Stormwater Site Plan(stamped 3/26/15) Construction Stormwater Pollution Prevention Plan(dated March 2015) The above referenced documents were prepared by Gray&Osborne,Inc. (Engineer of Record(EOR)/Stamped by:Nancy Lockett and/or Leigh Nelson.) The submitted Construction Schedule anticipates work to begin in July 2015 and end in September 2015. it Per the Soil Survey of Jefferson County,the project soils are mapped primarily as Alderwood Series(AIC& AID)with a permeability of 2.0-6.0 inches per hour from 0"-30"depth and<0.06 inches per hour from 30"-48". (AIC:runoff is slow to medium and the hazard of water erosion is slight to moderate;AID:runoff is medium to rapid and the hazard of water erosion is moderate to severe.) E.O.R.has specified an increased spacing for Rock Check Dams than that specified in BMP C207. A DOE NPDES CSWGP has been applied for. The stormwater improvements within Jefferson County (road)ROW will be the responsibility of the County to maintain.The stormwater components not within the County ROW will be maintained by the PLDD. JCPW Comments: • The proponent shall install the stormwater management facilities and implement the Best Management Practices�MPs)proposed in the Sto r mwater Site Plan&associated Construction Documents prepared by Gray&Osborne,Inc. • Prior to commencing land disturbing activity,the proponent shall notify Jefferson County Public Works Department. • All temporary sedimentation and erosion control measures,and protective measures for critical areas and significant trees,shall be installed prior to initiating any construction activities. • In accordance with the Jefferson County Unified Development Code, Section 18.30.080(1)(f): Clearing,grading,and construction of roads,bridges, utilities,and stormwater management facilities shall be inspected by JCPW. In order to enable the department to conduct inspections in a timely manner,the applicant shall notify the department in a timely manner regarding the project construction schedule(applicable to those components located within the County(road) ROW). Typical inspections: • Installation of temporary erosion and sediment control measures (Required) • Clearing(and Grading)and road subgrade preparation; • Placing roadway gravel base; • Placing roadway crushed surfacing top course; • Placing improved roadway surface(chip seal or asphalt concrete); • Construction of stormwater management facilities; (Required) • Final plat review. • (Additional inspections may be deemed necessary as project progresses.) • After construction is complete and prior to final DCD project approval,the proponent shall submit a letter to the Public Works Department,from the Engineer of Record(EOR),certifying that the stormwater management facilities have been constructed per the approved plans&specifications. It is the responsibility of the proponent to schedule inspections with the E.O.R.,his designee&/or qualified inspection firm(s), approved by the E.O.R., to provide for said final certification. B. Transportation Unified Development Code Requirement(s): The Jefferson County Unified Development Code,Sections 18.30.020(5),General Development Standards, states that all land use activities shall be served by appropriate transportation facilities.Transportation facilities shall be adequate to meet the level of service standards adopted in the Jefferson County Comprehensive Plan and the appropriate design standards referenced in JCC 18.30.080(1)(a). JCPW Recommendation: With Public Works recommended SEPA conditions fulfilled,Public Works recommends finding that the proposal is not likely to result in significant adverse impacts to the County Road system. C. Public Works Department Fees Requirement: Unified Development Code Requirement(s): The Jefferson County Unified Development Code Chapter 18.30.080(1)(u)authorizes the Public Works Department to assess fees in accordance with the Jefferson County Fee Schedule Ordinance for development review activities including application and plan review, inspections,meetings,hearings,and final review. • Prior to DCD project approval,the proponent shall pay all costs related to the Department's application review,plan review,inspections,and preparation of the Stormwater Management Facility Maintenance Agreement.In accordance with the Jefferson County Public Works Department Fee Schedule,the Department's 2015 hourly development review fee is$83 per hour. In the event that approval for the proposal is denied by Jefferson County or the proposal is not completed,the proponent shall still be responsible for paying the Department's fee. bra. 8z b y O S o>rne,Inc. CONSULTING ENGINEERS May 8,2015 Mr. Eric Kuzma 623 Sheridan Street Port Townsend, Washington 98368 SUBJECT: RESPONSES TO COMMENTS, CASCADE FLOOD ABATEMENT PORT LUDLOW DRAINAGE DISTRICT,JEFFERSON COUNTY, WASHINGTON G&O#12577.00 Dear Mr. Kuzma: The following is provided in response to your review of the plans for the Cascade Flood Abatement project proposed by the Port Ludlow Drainage District received in your e-mail dated April 7,2015. The revised plans, addressing the comments,are attached. Your comments are italicized below. Our responses follow. • Abbreviation Clarifications: ADS—(Advanced Drainage System (Pipe)?) If definition is correct, consider a better description than a proprietary name? Also, is "6"ADS Perf Pipe" the type wrapped with filter fabric? CC—Concrete Culvert? PHPD—Phone Pedestal? PJB—Power Junction Box? SSMH—Sanitary Sewer Man Hole From Linetype Legend, "Storm Drain (size as noted)"— We assume this is the same material as the "Storm Pipe"specified on plans? What is the specific material? References to ADS have been revised to CPEP (corrugated polyethylene pipe). Other abbreviations have been added to the legend on Sheet 1. • North Arrow incorrect on Sheet 2 (only noted because bearings are referenced in the SW Site Plan), The direction of the north arrow has been corrected. 701 Dexter Avenue N.,Suite 200 Seattle,Washington 98109 (206)284-0860 Fax(206)283-3206 rw• Priced on recvdoe paper .i Mr. Eric Kuzma May 8,2015 Page 2 • Also 3rd to last line of survey control is cut off. All survey control has been included. • Hydroseed specified @ 20#per acre (10 of 12 &SWPPP). Should Mulch be specified in Hydroseed mix as required per BMA C120? The callout has been revised to indicate that mulch is provided with hydroseed. • "Rock Discharge Pad"Please clar the dimensions of? Also, detail is graphically misleading, consider showing rock layer proportionately as specified at 1'-0"thickness and provide specification for rock? The dimensions of the rock pad have been clarified and the required gradation has been added to the plans. • Provide Type 1 Catch Basin Detail(ref. sht 4)? Type 1 catch basins are no longer proposed for use on the project. • Sht. 6, consider adding add rock discharge pad at culvert outlet (IE 225,20). A rock discharge pad was added on Sheet 6 at approximately Station 19+40. • Sht. 6, would there be benefit from improving the existing ditch a short distance back from the proposed concrete headwall on Cascade Lane. Regrading of the ditch north of the new catch basin at the northwest corner of the intersection of Cascade Lane and Walker Way has been added. • Shi. 7, Please show roadside ditch(es) on one or both sides of Walker Way leading to culverts? Would it be appropriate to include a catch basin between the two culverts? Also if there is a conveyance ditch along the south side of Walker Way,perhaps a Concrete Headwall and Debris Barrier? At a minimum,please specify rock armoring at gap between the two culverts. Punted on recycled paper Mr. Eric Kuzma May 8, 2015 Page 3 A rock discharge pad has been added between the two replaced culverts at Walker Way and Oak Bay Road. Existing ditches have been approximated on both the north and south sides of Walker Way. • Sht. 8, is stormwater backflooding into perf pipe a possibility, would it be beneficial to raise perf pipe outlet height? The proposed perforated pipe was relocated to 6 inches above the 18-inch diameter pipe. • Sht. 8, 9 specifies existing Catch Basins to be removed, we assume the 6", 8", 12"existing perf pipes will be removed as well (particularly the 12" one that daylights)? Notes have been added that the existing system is to be removed. • Were the existing stormwater drainage components, to be utilized in the proposed stormwater conveyance system, inspected to verify their adequate condition? The existing stormwater system has been visually inspected and appears to be in adequate condition. Please contact me if you have questions or comments regarding the issues addressed herein. Sincerely, GRAY& OSBORNE, INC. Leigh K. Nelson, P.E. LKN/hhj Encl. cc: Port Ludlow Drainage District Pnmetl on reryotetl paper Gray 8z Osborne,a e, Inc. CONSULTING ENGINEERS RECE May 8,2015 MAY 1 1 314 Mr. Eric Kuzma CQ Nib lit 623 Sheridan Street Port Townsend,Washington 98368 SUBJECT: RESPONSES TO COMMENTS, CASCADE FLOOD ABATEMENT PORT LUDLOW DRAINAGE DISTRICT,JEFFERSON COUNTY, WASHINGTON G&O#12577.00 Dear Mr. Kuzma: The following is provided in response to your review of the plans for the Cascade Flood Abatement project proposed by the Port Ludlow Drainage District received in your e-mail dated April 7, 2015. The revised plans, addressing the comments, are attached. Your comments are italicized below. Our responses follow. • Abbreviation Clarifications: ADS—(Advanced Drainage System (Pipe)?) If definition is correct, consider a better description than a proprietary name? Also, is "6"ADS Perf Pipe" the type wrapped with filter fabric? CC—Concrete Culvert? PHPD—Phone Pedestal? PJB—Power Junction Box? SSMH—Sanitary Sewer Man Hole From Linetype Leegend, "Storm Drain(size as noted)"— We assume this is the same material as the "Storm Pipe"specified on plans? What is the specific material? References to ADS have been revised to CPEP (corrugated polyethylene pipe). Other abbreviations have been added to the legend on Sheet 1. • North Arrow incorrect on Sheet 2 (only noted because bearings are referenced in the SW Site Plan). The direction of the north arrow has been corrected. 701 Dexter Avenue N.,Suite 200 Seattle,Washington 98109 (206)284-0860 Fax(206)283-3206 Printed on recyciod pew Mr. Eric Kuzma May 8,2015 Page 2 • Also 31d to last line of survey control is cut off. All survey control has been included. • Hydroseed specified @ 204 per acre (10 of 12 & SWPPP). Should Mulch be specified in Hydroseed mix as required per BMP C120? The callout has been revised to indicate that mulch is provided with hydroseed. • "Rock Discharge Pad"Please clarify the dimensions of? Also, detail is graphically misleading, consider showing rock layer proportionately as specified at 1'-0"thickness and provide specification for rock? The dimensions of the rock pad have been clarified and the required gradation has been added to the plans. • Provide Type 1 Catch Basin Detail(ref. sht.4)? Type 1 catch basins are no longer proposed for use on the project. • Sht. 6, consider adding add rock discharge pad at culvert outlet (1E 225.20). A rock discharge pad was added on Sheet 6 at approximately Station 19+40. • Sht. 6, would there be benefit from improving the existing ditch a short distance back from the proposed concrete headwall on Cascade Lane. Regrading of the ditch north of the new catch basin at the northwest corner of the intersection of Cascade Lane and Walker Way has been added. • Sht. 7, Please show roadside ditch(es) on one or both sides of Walker Way leading to culverts? Would it be appropriate to include a catch basin between the two culverts? Also if there is a conveyance ditch along the south side of Walker Way,perhaps a Concrete Headwall and Debris Barrier? At a minimum,please specify rock armoring at gap between the two culverts. t� Printed on iagJed paper Mr. Eric Kuzma May 8, 2015 Page 3 A rock discharge pad has been added between the two replaced culverts at Walker Way and Oak Bay Road. Existing ditches have been approximated on both the north and south sides of Walker Way. • Sht. 8, is stormwater backflooding into perf pipe a possibility, would it be beneficial to raise perf pipe outlet height? The proposed perforated pipe was relocated to 6 inches above the 18-inch diameter pipe. • Slit. 8, 9 specifies existing Catch Basins to be removed, we assume the 6", 8", 12"existing perf pipes will be removed as well (particularly the 12" one that daylights)? Notes have been added that the existing system is to be removed. • Were the existing stormwater drainage components, to be utilized in the proposed stormwater conveyance system, inspected to verify their adequate condition? The existing stormwater system has been visually inspected and appears to be in adequate condition. Please contact me if you have questions or comments regarding the issues addressed herein. Sincerely, GRAY & OSBORNE, INC. Leigh K. Nelson, P.E. LKN/hhj Encl. cc: Port Ludlow Drainage District 4 PriMae On rerytlaa paper �rv1 N c06 JEFFERSON COUNTY i I DEPARTMENT OF COMMUNITY DEVELOPMENT h 621 Sheridan Street • Port Townsend •Washington 98368 360/379-4450 • 360/379-4451 Fax <1.„ 40�' www.co.jefferson.wa.us/commdevelopment Master Permit Application MLA: 114 - / 0 Project Description(include separate sheets as necessary): See Attached Tax Parcel Number:See Attached Property Size: (acres/square feet) Site Address and/or Directions to Property: See Attached , Property Owner(s)of Record:See Attached J Telephone: Fax: email: Mailing Address: Applicant/Agent(if different from owner):Port Ludlow Drainage District Telephone: Fax: email: Mailing Address: P.O. Box 65261, Port Ludlow,Washington 98365 What kind of Permit?(Check each box that applies ❑Building ❑ Critical Areas Stewardship Plan LI Demolition Permit ❑Variance(Minor,Major or Reasonable Economic Use) ❑ Single Family ❑ Garage Attached/Detached ❑ Conditional Use[C(a),C(d),or C]•" ❑ Manufactured Home ❑ Modular ❑ Discretionary"D"or Unnamed Use Classification ❑ Commercial* ❑Special Use(Essential Public Facilities)** ❑ Change of Use ❑ Boundary Line Adjustment ❑ Address ❑ Road Approach ❑Short Plat** ❑ Home Business ❑ Cottage Industry ❑ Binding Site Plan** ❑ Propane ❑ Long Plat** O Sign ❑ Planned Rural Residential Development(PRRD)/Amendments** ❑Allowed "Yes" Use Consistency Analysis ❑ Plat Vacation/Alteration** IM Stormwater Management ❑ Shoreline Master Program Exemption/Permit Revisions'" ❑ Site Plan Approval Advance Determination (SPAAD)* ❑ Shoreline Management Substantial Development** ❑Temporary Use ❑ Shoreline Management Variance ❑Wireless Telecommunication* ❑ Comprehensive Plan/UDC/Land Use District Map Amendment ❑ Forest Practices Act/Release of Six-Year Moratorium ❑Jefferson County Shoreline Master Program Amendment *May require a Pre-Application Conference ❑Tree Vegetation Request **Requires a Pre-Application Conference Please identify any other local,state or federal permits required for this proposal, if known: Jefferson Coun • ' . .lic Works Right-of-Way Permit, Stormwater Management Permit, DAHP Approval. .....1,r.,- , i - ■ IGNATION OF AGENT I hereby designat:E_ 0' - ;"was my agent in matters relating to this application for permit(s). OWNER SIGNATURE /�";/ ! Date: p By signing this applicati• orm,the • er/agent attests that the information provided herein,and in any attachments,is true and correct to the best of his,her or its knowledge. Any meter': falsehood or any omission of a material fact made by the owner/agent with respect to this application packet may result in this permit being null and void. I further agree to save,indemnify and hold harmless Jefferson County against all liabilities,judgments,court costs,reasonable attorney's fees and expenses which may in any way accrue against Jefferson County as a result of or in consequence of the granting of this permit. I further agree to provide access and right of entry to Jefferson County and its employees, representatives or agents for the sole purpose of application review and any r-•uired later inspections. Staffs ccess and right of entry will be assumed unless the applicant informs the County in writing at the time of the appli .ti•• at ,- or she wants ,ri.r n ik Signature: ' I Ail <:-.'.-7/;---- 7G� Date: The action or actions Applican will undertake as a result of the issuance of this permit may negatively impact upon one or more threatened or endangered species and coul• lead to a potential"take"of an endangered species as those terms are defined in the federal law known as the "Endangered Species Act"or"ESA."Jefferson County makes no assurances to the applicant that the actions that will be undertaken because this permit has been issued will not violate the ESA. Any individual,group or agency can file a lawsuit on behalf of an endangered species regarding your action(s)even I ou are in compliance with the Jefferson County development code.The Applicant acknowledges that e,she or it holds individual and non-transfe e responsibility for ayiherin to nd complying with the ESA. The Applicant has read this discrcne and si and dates it below. Signature: &(s -( �L _./ .0 e.,,,,4 Date: 1/ l / k;.\PermitCenter\###FORMS####\DRt)FORMS\Master Permit Application 5-29-08.doc • BUILDER STATEMENT The signer of this statement does hereby certify that they are the Owners of the parcel referenced herein,that they are not licensed contractors and that they will be assuming the responsibility of the General Contractor for the proposed project. Signature: Date: GENERAL CONTRACTOR OR MANUFACTURED HOME INSTALLER: PHONE: FAX: N/A ( ) ( ) MAILING ADDRESS: EMAIL: CONTRACTOR'S LICENSE WAINS NUMBER: NUMBER ARCHITECT/ENGINEER: PHONE ( ) FAX:( ) MAILING ADDRESS: EMAIL Project Type: r Frame Type: Bathrooms: Shoreline: Type of Sewage Disposal: 7 New Wood Existing: i Sewer Addition ❑ Steel Proposed: Bank : Community System i Alteration/Remodel Concrete Total: Height: ❑ Individual System Repair I Masonry SEP Permit# Demolition I Other: Bedrooms: Water Supply: Existing: Setback: 1 Private well C Two Party Type of Heat: Proposed: 7 Public Total: Name of System: If this is a Commercial Project you must answer the following: Number of Parking Spaces: Current: Proposed: Number of ADA Parking Spaces: Number of occupants(includes owners,tenants,employees,etc) Current Proposed IBC Occupancy: IBC Type of construction: Will you have Food Service? Yes / No If this is a Propane Tank and/or Appliance Installation permit,mark all items below that apply: i Underground Tank j Above ground Tank Size of Propane Tank: i Heat Stove i Cook Stove l Woodstove i Fireplace Insert Hot Water Tank Pellet Stove i Other Is this appliance being installed in a Manufactured/Mobile Home? Yes / No When applying for a permit to install a propane tank you must also submit a site plan showing all of the buildings,all property lines, tank location and size,distances from the propane tank to all property lines,buildings and septic system components, including the reserve area. Square Footage Current Proposed For, ice Use Only Amount eyrsion Main Floor Heated N/A EH Bld App Review: Oa Floor Heated N/A ; ST M ZY`i .pc' Other Heated N/A Base fee � � q ( � .(3c Mezzanine N/A Additional Section: Heated Basement N/A Plan Check fee: Unheated Basement N/A State Surcharge fee: r. Other Unheated N/A Pot Water Review fee: Garage/Carport N/A SUBTOTAL I aqq OO Decks N/A 911/Rd Approach fee: Other N/A TOTAL $ s:= Receipt Number: s?)aOC- Cash/Check Number: .3 ESTIMATED COST(REQUIRED) Date: 1 t/� ' •Fair market value of all labor and materials foundation to finish L Initials: GAPermitCenter\###FORMS###\DRD FORMS\Master Permit Application 5-29-08.doc Master Permit Application Supplemental Information Project Description: Drainage Improvements to direct surface runoff from rainier Lane, Cascade Lane and the west portion of the Rainier-Oak Bay reserve area to Walker Way. The project includes enhancement of existing ditches and culvert inlets on Rainier Lane and Walker Way, a piped drainage system from the reserve area to Walker Way through the existing utility easement located between Olympic Lane and Walker Way and culvert replace in the reserve area on the southwest corner of Walker Way and Oak Bay Road. Tax Parcel Number: County right-of-way — Rainier Lane and Walker Way. Reserve area — Parcel No. 990404103 (Port Ludlow No. 1 Area 4, Reserve Area) Reserve area — Parcel No. 990400173 (Port Ludlow No. 1 Area 1, Reserve Area) Utility easement parcels 990400416 — 990400429 Property Size: (area disturbed) 0.53 acres Site Address and/or Directions to Property: 1) Rainer Lane, west ditch from approximately 500 feet west of Walker Way to Walker Way 2) Walker Way, north ditch from Rainier Lane to Olympic Lane and south ditch from Olympic Lane to approximately 300 east of Cascade Lane 3) Utility easement and reserve area between Olympic Lane and Cascade Lane to Walker Way 4) Southwest corner of Walker Way and Oak Bay Road intersection Property Owners of Record: Rainer Lane and Walker Way right-of-way — Jefferson County Parcel No.— Ludlow Maintenance Commission, P.O. Box 65060, Port Ludlow, WA 98365 Parcel No. Parcel Owner Address Phone Rainer Lane and Jefferson County Public Works 360-385-9160 Walker Way right-of- 623 Sheridan St. way Port Townsend, WA 98368 990404103 Ludlow Maintenance P.O. Box 65060 360-437-9201 Commission Port Ludlow, WA 98365 990400173 Ludlow Maintenance P.O. Box 65060 360-437-9201 Commission Port Ludlow, WA 98365 990400416 Barnes 103 Cascade Lane 360-437-4120 Port Ludlow, WA 98365 990400417 Collins 95 Cascade Lane 360-437-0110 Port Ludlow, WA 98365 990400418 1 Carver (vacant) 12669 Shorewood 206-243-3175 Drive SW Burien, WA 98146 990400419 Carver 12669 Shorewood 206-243-3175 Drive SW Burien, WA 98146 990400420 Raab 61 Cascade Lane 360-437-8143 Port Ludlow, WA 98365 990404103 Ludlow Maintenance P.O. Box 65060 360-437-9201 Commission Port Ludlow, WA (greenbelt) 98365 990400421 Chard 2F NO 40, Lane 600 -- Wu Xing St. Taipei Taiwan 110 990400422 McCrary (vacant) 171 Robbins Road 360-385-2849 Nordland, WA 98358 990400423 Alber (vacant) P.O. Box 771 360-554-4201 Port Townsend, WA 98368 990400424 Browning (vacant) 24 Nantucket Place 360-379-0702 Port Townsend, WA 98368 990400425 Jeromchek (vacant) 60 Maple Lane 360-437-9753 Port Ludlow, WA 98365 990400426 Torres 46 Olympic Lane 808-345-4073 Port Ludlow, WA 98365 990400427 Snow P.O. Box 65105 360-437-0529 Port Ludlow, WA 98365 990400428 Nilssen (vacant) 46 Village Way 916-849-8429 PMB 117 Port Ludlow 98635 990400429 Endsley 102 Olympic Lane 360-437-2538 Port Ludlow, WA 98365 ■ JEFFERSON COUNTY PERMIT CENTER CASE NO. (vim' A L — LO D CERTIFICATION OF MAILING I make the following certification: n I 011 -day to testify and make this certification based upon personal knowledge. On this fJ r0 " day ofl)e.C.eA ut,P 0,1(4,I deposited into the U.S. Mail with first class postage IC- affixed,true and correct copies of �`l X-C-e_ e A_ r o k CLAD _ a ., in the above matter, addressed to: Adjacent Property Owners: See attached list. (Notices Only) p� Agencies: See attached list. — S P A" �I .' - (�- cL 1 L. Interested Parties: See attached list. f/Applicant/Representative-Posting Packet: 1 set of laminating sheets with Notices, _ _ Posting Instruction, Affidavit, and ^acocopy of Notice. ( OS L {7.� f (/Newspapers (Notices Only) `� 9 6S` -"`- 6.k„ 6L,_ C'fficial Posting Places (x3) 1 ( t Lk' l t Other: t).-,l p X62 er - ~ SDI C\ `4--- I declare under penalty of perjury under the laws of the State of Washington th e going certification is true and correct. '�CUTED this/24_day o� , 20106t Port Townsend,Washington. 0 � J G/:APL iloy, ' •\PLNCLERK\Forms&Form Language\FRM Certification of Mailing updated 01-2014.docx JEFFERSON COUNTY PUBLIC NOTICE OF TYPE I LAND USE APPLICATION AND PENDING SEPA DETERMINATION MLA14-00100 APPLICANT: PORT LUDLOW DRAINAGE DISTRICT PO BOX 65261 PORT LUDLOW WA 98365 Application Received Date: November 20, 2014 Application Complete Date: December 26, 2014 Application Notice Date: December 31, 2014 SITE ADDRESS AND PROJECT LOCATION: The project is located within Sections 8 & 9 of Township 28N, Range 1 E. The existing drainage ditches along Rainier Lane and Walker Way extending 500 feet north and 1,150 feet east of the intersection of the two roads will be improved. The stormwater pipe will be installed between the properties on Olympic Lane and Cascade Lane, from the Greenbelt to Walker Road. The culvert improvement is located at the intersection of Walker Road and Oak Bay Road. PROJECT DESCRIPTION AND REQUIRED PERMITS/STUDIES: Cascade Flood Abatement- The project will improve approximately 1,650 LF of manmade ditch along Rainier Lane and Walker Way, install approximately 90 LF of new culvert on Walker Way immediately south of Rainier Lane, install 830 LF of 18 -inch stormwater pipe primarily in the easement between properties along Olympic Lane and Cascade Lane, and improve an existing culvert at the intersection of Walker Way and Oak Bay Road in Port Ludlow. The work will include clearing and grubbing, re-grading of the existing ditches, and installation of the stormwater pipe and culvert. This project will direct stormwater tributary to Cascade Lane from within the Greenbelt from flowing onto adjacent private properties. The project requires a Type I Stormwater Permit with SEPA review, a Road Approach Permit, Tree and Vegetation Removal Approval from Jefferson County and a Construction Stormwater General Permit from the Department of Ecology. COMMENT PERIOD AND WHERE TO VIEW DOCUMENTS: The application and any studies may be reviewed at the Jefferson County Department of Community Development.ment. All interested persons are invited to (a) comment on the application; (b) receive notice of and participate in any hearings; and (c) receive a copy of the decision by submitting such written comment(s)/request(s) to the Jefferson County Department of Community Development, Development Review Division, 621 Sheridan Street, Port Townsend, WA 98368, (360) 379-4450. Comments concerning this application should be submitted to the Department by 4:30 p.m. on January 22, 2015. If the last day of the comment period falls on a weekend or holiday, then the comment period shall be extended to the first working day after the weekend or holiday. Comments submitted after this date may not be considered in the staff report. SEPA INFORMATION: The optional DNS process of WAC 197-11-355 is being used. This may be the only opportunity to comment on the environmental impacts of the proposal. Project Planner: David Wayne Johnson, 360-379-4450 JEFFERSON COUNTY PUBLIC NOTICE OF TYPE I LAND USE APPLICATION AND PENDING SEPA DETERMINATION M LA14-00100 APPLICANT: PORT LUDLOW DRAINAGE DISTRICT PO BOX 65261 PORT LUDLOW WA 98365 Application Received Date: November 20, 2014 Application Complete Date: December 26, 2014 Application Notice Date: December 31, 2014 SITE ADDRESS AND PROJECT LOCATION: The project is located within Sections 8 & 9 of Township 28N, Range 1 E. The existing drainage ditches along Rainier Lane and Walker Way extending 500 feet north and 1,150 feet east of the intersection of the two roads will be improved. The stormwater pipe will be installed between the properties on Olympic Lane and Cascade Lane, from the Greenbelt to Walker Road. The culvert improvement is located at the intersection of Walker Road and Oak Bay Road. PROJECT DESCRIPTION AND REQUIRED PERMITS/STUDIES: Cascade Flood Abatement -The project will improve approximately 1,650 LF of manmade ditch along Rainier Lane and Walker Way, install approximately 90 LF of new culvert on Walker Way immediately south of Rainier Lane, install 830 LF of 18 -inch stormwater pipe primarily in the easement between properties along Olympic Lane and Cascade Lane, and improve an existing culvert at the intersection of Walker Way and Oak Bay Road in Port Ludlow. The work will include clearing and grubbing, re-grading of the existing ditches, and installation of the stormwater pipe and culvert. This project will direct stormwater tributary to Cascade Lane from within the Greenbelt from flowing onto adjacent private properties. The project requires a Type I Stormwater Permit with SEPA review, a Road Approach Permit, Tree and Vegetation Removal Approval from Jefferson County and a Construction Stormwater General Permit from the Department of Ecology. COMMENT PERIOD AND WHERE TO VIEW DOCUMENTS: The application and any studies may be reviewed at the Jefferson County Department of Community Development. All interested persons are invited to (a) comment on the application; (b) receive notice of and participate in any hearings; and (c) receive a copy of the decision by submitting such written comment(s)/request(s) to the Jefferson County Department of Community Development, Development Review Division, 621 Sheridan Street, Port Townsend, WA 98368, (360) 379-4450. Comments concerning this application should be submitted to the Department by 4:30 p.m. on January 28, 2015. If the last day of the comment period falls on a weekend or holiday, then the comment period shall be extended to the first working day after the weekend or holiday. Comments submitted after this date may not be considered in the staff report. SEPA INFORMATION: The optional DNS process of WAC 197-11-355 is being used. This may be the only opportunity to comment on the environmental impacts of the proposal. Project Planner: David Wayne Johnson, 360-379-4450 JEFFERSON COUNTY PUBLIC NOTICE OF TYPE I LAND USE APPLICATION AND PENDING SEPA DETERMINATION M LA14-00100 APPLICANT: LUDLOW MAINTENANCE COMM PO BOX 65060 PORT LUDLOW WA 98365-0060 Application Received Date: November 20, 2014 Application Complete Date: December 26, 2014 Application Notice Date: December 31, 2014 SITE ADDRESS AND PROJECT LOCATION: The project is located within Sections 8 & 9 of Township 28N, Range 1 E. The existing drainage ditches along Rainier Lane and Walker Way extending 500 feet north and 1,150 feet east of the intersection of the two roads will be improved. The stormwater pipe will be installed between the properties on Olympic Lane and Cascade Lane, from the Greenbelt to Walker Road. The culvert improvement is located at the intersection of Walker Road and Oak Bay Road. PROJECT DESCRIPTION AND REQUIRED PERMITS/STUDIES: Cascade Flood Abatement -The project will improve approximately 1,650 LF of manmade ditch along Rainier Lane and Walker Way, install approximately 90 LF of new culvert on Walker Way immediately south of Rainier Lane, install 830 LF of 18 -inch stormwater pipe primarily in the easement between properties along Olympic Lane and Cascade Lane, and improve an existing culvert at the intersection of Walker Way and Oak Bay Road in Port Ludlow. The work will include clearing and grubbing, re-grading of the existing ditches, and installation of the stormwater pipe and culvert. This project will direct stormwater tributary to Cascade Lane from within the Greenbelt from flowing onto adjacent private properties. The project requires a Type I Stormwater Permit with SEPA review, a Road Approach Permit, Tree and Vegetation Removal Approval from Jefferson County and a Construction Stormwater General Permit from the Department of Ecology. COMMENT PERIOD AND WHERE TO VIEW DOCUMENTS: The application and any studies may be reviewed at the Jefferson County Department of Community Development. All interested persons are invited to (a) comment on the application; (b) receive notice of and participate in any hearings; and (c) receive a copy of the decision by submitting such written comment(s)/request(s) to the Jefferson County Department of Community Development, Development Review Division, 621 Sheridan Street, Port Townsend, WA 98368, (360) 379-4450. Comments concerning this application should be submitted to the Department by 4:30 p.m. on January 14, 2015. If the last day of the comment period falls on a weekend or holiday, then the comment period shall be extended to the first working day after the weekend or holiday. Comments submitted after this date may not be considered in the staff report. SEPA INFORMATION: The optional DNS process of WAC 197-11-355 is being used. This may be the only opportunity to comment on the environmental impacts of the proposal. Project Planner: David Wayne Johnson, 360-379-445 Jefferson County Department of Community Development 621 Sheridan Street, Port Townsend, WA 98368 (360) 379-4450 POSTING INSTRUCTIONS Please post the attached notice on a 2-foot by 3-foot board provided by this department in a conspicuous location visible to vehicle traffic and pedestrians on or reasonably near the proposed development by December 31, 2014. The clear adhesive paper can be put over the notice after you mount it to protect it from the elements. Additional notice boards may be required where the site does not abut a public road, for a large site that abuts more than one (1) public road, or the Administrator determines that additional notice boards are necessary to provide adequate public notice. Notice boards shall be maintained in good and legible condition by the applicant during the notice period, be in place at least fifteen (15) calendar days prior to the date of the hearing, and be removed within fifteen (15) calendar days after the end of the notice period. Complete the affidavit, have it notarized, and return it to this office within three (3) days of posting. If the affidavit is not filed as required, any scheduled hearing or date by which the public may comment on the application will be postponed in order to allow compliance with this notice requirement. If you have any questions, please contact this office at (360) 379-4450. MLA number: MLA14-00100 Proponent(s): LUDLOW MAINTENANCE COMM AFFIDAVIT OF POSTING PUBLIC NOTICE JEFFERSON COUNTY UNIFIED DEVELOPMENT CODE ORDINANCE#03-0702-01 State of Washington) County of Jefferson) , being duly sworn of oath say that I have posted one (1) public notice poster on or near the site identified in the following development description: PROPOSAL: Cascade Flood Abatement-The project will improve approximately 1,650 LF of manmade ditch along Rainier Lane and Walker Way, install approximately 90 LF of new culvert on Walker Way immediately south of Rainier Lane, install 830 LF of 18 -inch stormwater pipe primarily in the easement between properties along Olympic Lane and Cascade Lane, and improve an existing culvert at the intersection of Walker Way and Oak Bay Road in Port Ludlow. The work will include clearing and grubbing, re-grading of the existing ditches, and installation of the stormwater pipe and culvert. This project will direct stormwater tributary to Cascade Lane from within the Greenbelt from flowing onto adjacent private properties. The project requires a Type I Stormwater Permit with SEPA review, a Road Approach Permit, Tree and Vegetation Removal Approval from Jefferson County and a Construction Stormwater General Permit from the Department of Ecology. This notice was posted in full compliance with UNIFIED DEVELOPMENT CODE on: the day of , 2014. (Signature of person posting notice) Subscribed and sworn to before me on this day of , 2014. Acknowledgement: Notary Public in and for the State of Washington, residing in , Washington. My commission expires: NOTARY STAMP MLA Number: MLA14-00100 Proponent(s): LUDLOW MAINTENANCE COMM \\tidemark\data\forms\F_M LT_NtcApp 14_APO_U.rpt 12/26/2014 Please publish one time. PUBLISH DATE:December 31,2014 BILL: Jefferson County Department of Community Development 621 Sheridan Street,Port Townsend,WA 98388 JEFFERSON COUNTY PUBLIC NOTICE OF TYPE I LAND USE APPLICATION AND PENDING SEPA DETERMINATION MLA14-00100 APPLICANT: LUDLOW MAINTENANCE COMM PO BOX 65060 PORT LUDLOW WA 98365-0060 Application Received Date:November 20,2014 Application Complete Date:December 26,2014 Application Notice Date:December 31,2014 SITE ADDRESS AND PROJECT LOCATION: The project is located within Sections 8&9 of Township 28N,Range 1 E.The existing drainage ditches along Rainier Lane and Walker Way extending 500 feet north and 1,150 feet east of the intersection of the two roads will be improved.The stormwater pipe will be installed between the properties on Olympic Lane and Cascade Lane,from the Greenbelt to Walker Road.The culvert improvement is located at the intersection of Walker Road and Oak Bay Road. PROJECT DESCRIPTION AND REQUIRED PERMITS/STUDIES: Cascade Flood Abatement - The project will improve approximately 1,650 LF of manmade ditch along Rainier Lane and Walker Way, install approximately 90 LF of new culvert on Walker Way immediately south of Rainier Lane, install 830 LF of 18-inch stormwater pipe primarily in the easement between properties along Olympic Lane and Cascade Lane,and improve an existing culvert at the intersection of Walker Way and Oak Bay Road in Pod Ludlow.The work will include clearing and grubbing,re-grading of the existing ditches,and installation of the stormwater pipe and culvert. This project will direct stormwater tributary to Cascade Lane from within the Greenbelt from flowing onto adjacent private properties. The project requires a Type I Stormwater Permit with SEPA review,a Road Approach Permit,Tree and Vegetation Removal Approval from Jefferson County and a Construction Stormwater General Permit from the Department of Ecology. COMMENT PERIOD AND WHERE TO VIEW DOCUMENTS: The application and any studies may be reviewed at the Jefferson County Department of Community Development. All interested persons are invited to(a)comment on the application;(b)receive notice of and participate in any hearings;and(c)receive a copy of the decision by submitting such written comment(s)/request(s)to the Jefferson County Department of Community Development, Development Review Division, 621 Sheridan Street, Port Townsend,WA 98368,(360)379-4450. Comments concerning this application should be submitted to the Department by 4:30 p.m.on January 14, 2015. If the last day of the comment period falls on a weekend or holiday,then the comment period shall be extended to the first working day after the weekend or holiday. Comments submitted after this date may not be considered in the staff report. SEPA INFORMATION: The optional DNS process of WAC 197-11-355 is being used. This may be the only opportunity to comment on the environmental impacts of the proposal. Project Planner:David Wayne Johnson,380-379-4450 JEFFERSON COUNTY PUBLIC NOTICE OF TYPE I LAND USE APPLICATION AND PENDING SEPA DETERMINATION MLA14-00100 APPLICANT: LUDLOW MAINTENANCE COMM PO BOX 65060 PORT LUDLOW WA 98365-0060 Application Received Date: November 20, 2014 Application Complete Date: December 26, 2014 Application Notice Date: December 31 , 2014 SITE ADDRESS AND PROJECT LOCATION: The project is located within Sections 8 & 9 of Township 28N, Range 1 E. The existing drainage ditches along Rainier Lane and Walker Way extending 500 feet north and 1 ,150 feet east of the intersection of the two roads will be improved. The stormwater pipe will be installed between the properties on Olympic Lane and Cascade Lane, from the Greenbelt to Walker Road. The culvert improvement is located at the intersection of Walker Road and Oak Bay Road. PROJECT DESCRIPTION AND REQUIRED PERMITS/STUDIES: Cascade Flood Abatement - The project will improve approximately 1 ,650 LF of manmade ditch along Rainier Lane and Walker Way, install approximately 90 LF of new culvert on Walker Way immediately south of Rainier Lane, install 830 LF of 18 -inch stormwater pipe primarily in the easement between properties along Olympic Lane and Cascade Lane, and improve an existing culvert at the intersection of Walker Way and Oak Bay Road in Port Ludlow. The work will include clearing and grubbing, re- grading of the existing ditches, and installation of the stormwater pipe and culvert. This project will direct stormwater tributary to Cascade Lane from within the Greenbelt from flowing onto adjacent private properties. The project requires a Type I Stormwater Permit with SEPA review, a Road Approach Permit, Tree and Vegetation Removal Approval from Jefferson County and a Construction Stormwater General Permit from the Department of Ecology. COMMENT PERIOD AND WHERE TO VIEW DOCUMENTS: may be reviewed at the Jefferson County application and any studies y Y pP Y Department of Community Development. All interested persons are invited to (a) comment on the application; (b) receive notice of and participate in any hearings; and (c) receive a copy of the decision by submitting such written comment(s)/request(s) to the Jefferson County Department of Community Development, Development Review Division, 621 Sheridan Street, Port Townsend, WA 98368, (360) 379-4450. Comments concerning this application should be submitted to the Department by 4:30 p.m. on January 14, 2015. If the last day of the comment period falls on a weekend or holiday, then the comment period shall be extended to the first working day after the weekend or holiday. Comments submitted after this date may not be considered in the staff report. SEPA INFORMATION: The optional DNS process of WAC 197-11-355 is being used. This may be the only opportunity to comment on the environmental impacts of the proposal. Project Planner: David Wayne Johnson, 360-379-4450 Please publish one time. PUBLISH DATE: December 31, 2014 BILL: Jefferson County Department of Community Development 621 Sheridan Street, Port Townsend, WA 98368 JEFFERSON COUNTY PUBLIC NOTICE OF TYPE I LAND USE APPLICATION AND PENDING SEPA DETERMINATION MLA14-00100 APPLICANT: LUDLOW MAINTENANCE COMM PO BOX 65060 PORT LUDLOW WA 98365-0060 Application Received Date: November 20, 2014 Application Complete Date: December 26, 2014 Application Notice Date: December 31, 2014 SITE ADDRESS AND PROJECT LOCATION: The project is located within Sections 8 & 9 of Township 28N, Range 1 E. The existing drainage ditches along Rainier Lane and Walker Way extending 500 feet north and 1,150 feet east of the intersection of the two roads will be improved. The stormwater pipe will be installed between the properties on Olympic Lane and Cascade Lane, from the Greenbelt to Walker Road. The culvert improvement is located at the intersection of Walker Road and Oak Bay Road. PROJECT DESCRIPTION AND REQUIRED PERMITS/STUDIES: Cascade Flood Abatement - The project will improve approximately 1,650 LF of manmade ditch along Rainier Lane and Walker Way, install approximately 90 LF of new culvert on Walker Way immediately south of Rainier Lane, install 830 LF of 18 -inch stormwater pipe primarily in the easement between properties along Olympic Lane and Cascade Lane, and improve an existing culvert at the intersection of Walker Way and Oak Bay Road in Port Ludlow. The work will include clearing and grubbing, re-grading of the existing ditches, and installation of the stormwater pipe and culvert. This project will direct stormwater tributary to Cascade Lane from within the Greenbelt from flowing onto adjacent private properties. The project requires a Type I Stormwater Permit with SEPA review, a Road Approach Permit, Tree and Vegetation Removal Approval from Jefferson County and a Construction Stormwater General Permit from the Department of Ecology. COMMENT PERIOD AND WHERE TO VIEW DOCUMENTS: The application and any studies may be reviewed at the Jefferson County Department of Community Development. All interested persons are invited to (a) comment on the application; (b) receive notice of and participate in any hearings; and (c) receive a copy of the decision by submitting such written comment(s)/request(s) to the Jefferson County Department of Community Development, Development Review Division, 621 Sheridan Street, Port Townsend, WA 98368, (360) 379-4450. Comments concerning this application should be submitted to the Department by 4:30 p.m. on January 14, 2015. If the last day of the comment period falls on a weekend or holiday, then the comment period shall be extended to the first working day after the weekend or holiday. Comments submitted after this date may not be considered in the staff report. SEPA INFORMATION: The optional DNS process of WAC 197-11-355 is being used. This may be the only opportunity to comment on the environmental impacts of the proposal. Project Planner: David Wayne Johnson, 360-379-4450 For further information, please visit the Jefferson County Department of Community Development web page at www.co.jefferson.wa.us/commdevelopment/ \\tidemark\data\forms\F_M LT_NtcApp 14_P ub_U.rpt 12/26/2014 ZON14-00050 ZON14-00050 LUDLOW MAINTENANCE COMM GRAY& OSBORNE INC INC PO BOX 65060 701 DEXTER AVE N. 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..._— ____ — , ‘\' .--- ' Th -7 . _.,---r '7.7---- —f 7400 Th 821174002----/ -'1 // h 990400476 990400148 RICHARD ABRAHAMSON JACOB & NICOLE ALBRECQ 247 MACHIAS LOOP RD 230 PUGET LOOP PORT LUDLOW, WA 98365-8705 PORT LUDLOW, WA 98365-8794 990400456 990400256 MICHAEL N ACRES LORI ALLEN SUSAN M ACRES 642 MONTGOMERY LN 7428 CHICO WAY NW PORT LUDLOW, WA 98365-9618 BREMERTON, WA 98312-1038 990300199 990400167 ADMIRALTY CONDO'S#1 ROBERT B AMMERMAN HOMEOWNER'S ASSOC 30 PHINNEY LN % SHARIL WEBBER PORT LUDLOW, WA 98365-9774 SEATTLE, WA 98105-2048 990700003 990400430 DEBORAH AHEARN RIAN ANDERSON NORMAN E AHEARN III MICHELLE ANDERSON SMITH 19915 ESTERO VERDE DR PO BOX 604 FORT MYERS, FL 55908-4505 PORT ANGELES, WA 98362-0109 990400144 990400134 GIOVANNA M ALAIMO KELLY ANDERSON PO BOX 2368 93 HELM LN POULSBO, WA 98370-0909 PORT LUDLOW, WA 98365-9725 990400423 990400430 JO ANN ALBER RIAN ANDERSON DAVID FRASER MICHELLE ANDERSON SMITH PO BOX 771 PO BOX 604 PORT TOWNSEND, WA 98368-0771 PORT ANGELES, WA 98362-0109 990400431 968600013 JOHN M ALBERT DAVID ANDERSON MELISSA ALBERT/N O'NEILL 4133 118TH AVE NE SHAWN & BETHANY O'NEILL KIRKLAND, WA 98033-8745 PORT LUDLOW, WA 98365-9567 990400143 990400437 KRISTOPHER ANDREWS SHERRILLANN T BARDEN MARY ANDREWS 240 MAPLE LN 22 CRESSEY LN PORT LUDLOW, WA 98365-9664 PORT LUDLOW, WA 98365-9702 990400136 990400416 STEVEN M ANTOINE HYATT S BARNES TRUSTEE JUNE C ANTOINE CAROL BARNES TRUSTEE 103 HELM LN BARNES REVOCABLE TRUST PORT LUDLOW, WA 98365-8235 PORT LUDLOW, WA 98365-9587 990700019 990600240 MINA M ATKINS CHRIS A BASCHAB MICHAEL D ATKINS SHANNY COVEY JTWROS 71 CLIPPER LN 2444 WILCOMBE DR PORT LUDLOW, WA 98365-9701 CAMBRIA, CA 93428-4928 990400158 990400461 JOEL T AUMOCK BILL N BATH JAMIE AUMOCK 473 RAINIER LN 10 PUGET LOOP PORT LUDLOW, WA 98365-8712 PORT LUDLOW, WA 98365-9707 990400489 990600274 ROBERT L AZEN TRUSTEE JOHN W BAXTER ROBERT L AZEN REV TRUST PO BOX 65311 PO BOX 65495 PORT LUDLOW, WA 98365-0311 PORT LUDLOW, WA 98365-0495 990400520 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JTWRS BERTOIA NORMAN TRUST 154 RESOLUTE LN PORT LUDLOW, WA 98365-9729 PORT LUDLOW, WA 98365-9617 990400161 990400505 JON W BEZONA TRUSTEE JAMES B BRENNER TRSTE CAROL C BEZONA TRUSTEE BONNIE RAE BRENNER TRSTE J&C BEZONA FAMILY TRUST JOINT LIVING TRUST PORT LUDLOW, WA 98365-9707 AURORA, CO 80046-1239 990600277 990600293 MICHAEL R BISHOP TRUSTEE ROBERT W BRODD M R BISHOP REV LIV TRUST PO BOX 65110 PO BOX 65244 PORT LUDLOW, WA 98365-0110 PORT LUDLOW, WA 98365-0244 990600253 990602102 ROBERT M BROWN EDWARD A CABLER TRUSTEE LISA M BROWN RUTH E CABLER TRUSTEE 206 GARDEN CLUB RD CABLER FAMILY TRUST NORDLAND, WA 98358-9685 PORT LUDLOW, WA 98365-0022 990400424 990400115 LARRY L BROWNING RONALD CAMPO SHIRLEY K BROWNING 81 GAMBLE LN 24 NANTUCKET PL PORT LUDLOW, WA 98365-9726 PORT TOWNSEND, WA 98368-9533 990400124 990400444 FLOYD L BUCK LESLIE G CARLSON JO ELLA BUCK PO BOX 65013 104 HELM LN PORT LUDLOW, WA 98365-0013 PORT LUDLOW, WA 98365-8235 990400261 990400171 JOAN BUHR EUGENE Q CARMODY JR 540 MONTGOMERY LN 4 PHINNEY LN PORT LUDLOW, WA 98365-9650 PORT LUDLOW, WA 98365-9774 990700040 990400419 MICHAEL W BULLEN DAVE CARVER 580 RAINIER LN 12669 SHOREWOOD DR SW PORT LUDLOW, WA 98365-8710 BURIEN, WA 98146 990602100 990400153 MOIRA G BULLEN CARY CASAL 111 HILL BLVD PO BOX 94 PETALUMA, CA 94952-2432 PORT HADLOCK, WA 98339-0094 990400113 990600254 MARILYN BYERS SHELL! K CATES 1945 SW 166TH ST 106 RESOLUTE LN BURIEN, WA 98166-2749 PORT LUDLOW, WA 98365-9617 990400146 990600214 PATRICK T CERNY ROBERT L COUNCILL TRSTE PO BOX 65212 PEGGY S COUNCILL TRUSTEE PORT LUDLOW, WA 98365-0212 R&P COUNCILL REV TRUST PORT LUDLOW, WA 98365-0213 990400421 990600288 DAVID CHARD CHARLES H COURTNEY TRTEE PATS CHARD TWILA M COURTNEY TRTEE 2F NO 40, LANE 600 C & T COURTNEY TRUST TAIPEI TAIWAN 110, PORT LUDLOW, WA 98365-9641 990400114 990400443 ROBERT K CHESNEY TRSTEE RICHARD D CURTIS WENDY L CHESNEY TRSTEE BONNIE G CURTIS CHESNEY TRUST AGREEMENT 251 RAINIER LN PORT LUDLOW, WA 98365-0049 PORT LUDLOW, WA 98365-9652 990400471 990400132 MARION CLEMENS TRUSTEE SHARON D DAUENHAUER M CLEMENS DECLAR TURST PENSCO TRUST COMPANY BARBARA HOGG 1329 HUDSON ST EVANSTON, IL 60201-1564 PORT TOWNSEND, WA 98368-4321 990600259 990602104 KEVIN R COATE SHIRLEY DAVIS 142 RESOLUTE LN 132 GOLIAH LN PORT LUDLOW, WA 98365-9617 PORT LUDLOW, WA 98365-9641 990400417 990400149 DAN EARL COLLINS IRVING A DEAN MARILYN JO COLLINS JOYCE L DEAN 95 CASCADE LN 220 PUGET LOOP PORT LUDLOW, WA 98365-9535 PORT LUDLOW, WA 98365-8794 990400497 990400129 TRAVIS E COOPER BRIAN P DEMPSEY JASMINE C COOPER CAIRNS C DEMPSEY 91 MACHIAS LOOP 1301 SPRING ST APT 29J PORT LUDLOW, WA 98365-9704 SEATTLE, WA 98104-1354 990400459 990700032 JULIE DI PAOLA TRSTEE SHMUEL/DRORA ELAZAR TRTEES JULIE DI PAOLA REV TRUST S&D ELAZAR FAMILY TR 4791 HILLSIDE DR %TOWNSEND BAY PROP MGMT CASTRO VALLEY, CA 94546-1406 PORT TOWNSEND, WA 98368-2225 990400487 990404102 JAMES J DOLAN JAMES E ELLARD PO BOX 65432 DENNIS R ELLARD PORT LUDLOW, WA 98365-0432 KENNETH R ELLARD EDMONDS, WA 98026-3826 990400106 990400429 RICHARD F DUCE BYRON E ENDSLEY MADGE S DUCE DARLENE R ENDSLEY 1256 S 2860 E 102 OLYMPIC LN ST GEORGE, UT 84790-6143 PORT LUDLOW, WA 98365-8219 990700017 990400529 IRVING J DUNN FEDERAL HOME LOAN MTG CORP QUELLWEG 3 5000 PLANO PKWY 8841 GROSS CARROLLTON, TX 75010-4900 990400152 990400470 RICHARD J DURAND FERGUSON & COLE INC MARILYN J DURAND PO BOX 3637 104 PUGET LOOP SILVERDALE, WA 98383-3637 PORT LUDLOW, WA 98365-8793 990400493 990400490 LEE ANNA C DURHAM ARCHIE E FIDLER 23 MACHIAS LOOP CONNIE K FIDLER PORT LUDLOW, WA 98365-9704 40 MACHIAS LOOP PORT LUDLOW, WA 98365-9704 990400507 990400495 DANIELLE M DUTRA ELMER L FILIPPINI TRSTE JAMES G DUTRA E L FILIPPINI REV LIV TRS 157 MACHIAS LOOP 63 EXPLORER LN PORT LUDLOW, WA 98365-8704 PORT LUDLOW, WA 98365-9616 990400260 990600257 FRANKLIN J FISCHER JUDITH L GAGE BROWN TRST JUDITH E FISCHER J L GAGE BROWN LIV TRUST PO BOX 65294 118 LONG LK PORT LUDLOW, WA 98365-0294 MARSHALL, MI 49068-9225 990400107 990400473 DONALD D FLEMING TRUSTEE LARRY S GAST MARJORIE K FLEMING VALERIE A GAST FLEMING REV TRUST 303 MACHIAS LOOP KIRKLAND, WA 98034-5800 PORT LUDLOW, WA 98365-8706 990400496 990400102 DAVID C FOSTER ELINOR M GIMBALDT 837 HOLBECK DR ORAN L TAYLOR JTWROS CAMANO ISLAND, WA 98282-7366 115 BAYSHORE DR PORT LUDLOW, WA 98365-9468 990400499 990400109 DEREK J FRANSON MARY GITTS TRSTEE 430 NO NAME RD LOREN GITTS TRUSTEE PORT LUDLOW, WA 98365-8779 M & L GITTS LIVING TRUST PORT LUDLOW, WA 98365-9726 990400498 990600255 PATRICK FUDALLY JAMES R GORMLY TRUSTEE 231 PUGET LOOP MARGARET E GORMLY TRUSTEE PORT LUDLOW, WA 98365-8794 GORMLY FAMILY LIVING TRST PORT LUDLOW, WA 98365-9617 990400263 990400151 DAVID J FULLER TRSTE DAVID J GOUDIE KIMMIE FULLER TRSTE GERALDINE GOUDIE SUNNY DAYS RETIREMENT 114 PUGET LOOP SEDRO WOOLLEY, WA 98284-9526 PORT LUDLOW, WA 98365-8793 990400406 990400165 BURTON GABRIEL ARTHUR G GOUGH CYNTHIA GABRIEL PATRICIA A GOUGH PO BOX 65372 445 N OCEAN GRAND BLVD PORT LUDLOW, WA 98365-0372 PONTE VEDRA BEACH, FL 32082-7502 990400482 990400436 MICHAEL R GRAVES DAVID HARRAH SUSIE A GRAVES 74 TERRACE DR PO BOX 283 PORT TOWNSEND, WA 98368-9567 PORT HADLOCK, WA 98339-0283 990400172 990400442 MELISSA GRAY SABRINA HATHAWAY 1467 CAMINO PERAL JEFF HATHAWAY MORAGE, CA 94556 PO BOX 577 PORT HADLOCK, WA 98339-0577 990700026 990400502 GARY D GRISWOLD 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LUDLOW, WA 98365-9738 46 VILLAGE WAY PMB 104 PORT LUDLOW, WA 98365-9762 990400454 990400117 JAMES L HOODLESS LEWIS F JEFFERSON EVELYN F HOODLESS DORATHY J JEFFERSON 14605 146TH AVE E 1191 HWY 25 SOUTH ORTING, WA 98360 KETTLE FALLS, WA 99141-9599 990400486 990400425 MICHAEL HORSFALL TRSTE KATHLEEN JEROMCHEK JONALYN HORSFALL TRSTE ROBERT JEROMCHEK JONALYN HORSFALL REV TRST 60 MAPLE LN PORTLAND, OR 97267-4275 PORT LUDLOW, WA 98365-9663 990400118 990400433 ANN HOTZ SHAUN JOHNSON 3103 GRIGGSVIEW CT CASSANDRA JOHNSON COLUMBUS, OH 43221-4602 53 OLYMPIC LN PORT LUDLOW, WA 98365-9567 990700025 990400111 MORRIS G HURD JOHN JOHNSON GAYLE K HURD JOHN G JOHNSON TRUSTEE 42 CLIPPER LN 20 GAMBLE LN PORT LUDLOW, WA 98365-9701 PORT LUDLOW, WA 98365-9726 990400403 990400402 JEFFRY C INGMAN JAMES S JOHNSON BERNICE INGMAN 91 CRESSEY LN LINDA NUTSFORD PORT LUDLOW, WA 98365-9702 BURLINGTON, WA 98233-0680 990400433 990400460 SHAUN JOHNSON CHARLES L KING CASSANDRA JOHNSON VERONICA L HEATH 53 OLYMPIC LN 491 RAINIER LN PORT LUDLOW, WA 98365-9567 PORT LUDLOW, WA 98365-8712 990400141 990400163 MARY E JOHNSTON DENNIS J KLAIN MICHAEL JOHNSTON LAURA M KLAIN 60 CRESSEY LN 27843 PINE CREST PL PORT LUDLOW, WA 98365-9702 CASTAIC, CA 91384-4129 990600278 990400472 COLLEEN JONES RONALD KLETTI 70 GOLIAH LN RONALD KLETTI TRUSTEE PORT LUDLOW, WA 98365-9661 MARY KLETTI TRUSTEE PORT LUDLOW, WA 98365-8706 990400475 990400103 RICHARD H JOVAG BRUCE G KRAMER KAREN D JOVAG CARLA KRAMER PO BOX 65247 132 GAMBLE LN PORT LUDLOW, WA 98365-0247 PORT LUDLOW, WA 98365-8707 990700029 990400169 JURKOIC FAMILY TRUST AL J KRININGER PAUL & PATRICIA JURKOIC/TRUSTE PO BOX 65461 7079 ROCKROSE TERRACE PORT LUDLOW, WA 98365-0461 CARLSBAD, CA 92011-3955 990600217 990400105 ROBERT L KEES JR DOYLE LAURY PO BOX 1613 2795 CAMBRIDGE HILLS RD PORT HADLOCK, WA 98339-1613 CUMMING, GA 30041-8272 990400257 990400439 JEANNE KERALLAH DAVID A LAWRENCE TRSTE 2340 JADE LN DAVID A LAWRENCE TRUST FORT MILL, SC 29708-8930 331 RAINIER LN PORT LUDLOW, WA 98365-9682 990700039 990400404 WILLIAM D LAWSON JOHN F LYNCH TRUSTEE ANNE ELIZABETH LAWSON SHARON B LYNCH TRUSTEE 570 RAINIER LN LYNCH FAMILY TRUST PORT LUDLOW, WA 98365-8710 PORT LUDLOW, WA 98365-8240 990600215 990602103 CRAIG B LEE JASON MAC DONALD 22807 NE 302TH CIRCLE BLAIR CRITTENDEN YACOLT, WA 98675 142 GOLIAH LN PORT LUDLOW, WA 98365-9641 990400138 990400408 TIM LEHNER JANE MAC GREGOR CHELSEA LEHNER 21 CRESSEY LN 110 CRESSEY LN PORT LUDLOW, WA 98365 PORT LUDLOW, WA 98365-8210 990100019 990400104 RENEE LINNABARY GARY L MARTIN PO BOX 2737 YOKO MARTIN GIG HARBOR, WA 98335-4737 94 GAMBLE LN PORT LUDLOW, WA 98365-9726 990400142 990400446 LOCKE FAMILY TRUST MARC MAUNEY TRUSTEE 2655 OAK BAY RD LYNNE ROGERSON TRUSTEE PORT HADLOCK, WA 98339-9702 MAUNEY/ROGERSON REV LIV T PORT HADLOCK, WA 98339-9778 968600071 990400127 LUDLOW BAY VILLAGE ASSOCIATION MICHAEL P MAY OPEN SPACE TRACTS SHARON L MAY PO BOX 2913 42 HELM LN POULSBO, WA 98370-2913 PORT LUDLOW, WA 98365-9725 990100200 990400506 LUDLOW MAINTENANCE COMM DENNIS R MC CARTHEY PO BOX 65060 EMILY JEAN MC CARTHEY PORT LUDLOW, WA 98365-0060 393 OLELE POINT RD PORT LUDLOW, WA 98365-9435 990400139 990600291 DAVID R MC COY KENNETH J MC KENZIE ALICE K MC COY NANCY GREENING MCKENZIE 90 CRESSEY LN 11945 80TH PL NE PORT LUDLOW, WA 98365-9702 KIRKLAND, WA 98034-5810 990400422 990400255 MARK F MC CRARY DAVID J MC LEOD 171 ROBBINS RD 650 MONTGOMERY LN NORDLAND, WA 98358-9646 PORT LUDLOW, WA 98365-9618 990400491 990700013 LYNDA MC CURRY TRSTEE WANDA J MENEES INC BULLARD/MC CURRY LIV TRST 6236 POINT GLOVER LN E 24 MACHIAS LOOP PORT ORCHARD, WA 98366-8010 PORT LUDLOW, WA 98365-9704 990400445 990600236 GEORGE D MC DEARMID JOSHUA A MEYER TAMRA A MC DEARMID JESSAMYN S MEYER 330 RAINIER LN PO BOX 656 PORT LUDLOW, WA 98365-9682 CHIMACUM, WA 98325-0656 990400492 990400110 RONALD P MC DERMOTT KENNETH J MILLER SUZANNE E MC DERMOTT BONNIE L MILLER 12 MACHIAS LOOP 30 GAMBLE LN PORT LUDLOW, WA 98365-9704 PORT LUDLOW, WA 98365-9726 990400438 990400447 JAMES J MC GILLIS DARRYL V MILTON NANCY C MC GILLIS 20241 PUGH RD NE 782 BYWATER WAY POULSBO, WA 98370 PORT LUDLOW, WA 98365-9238 990700030 990600289 JACK A MC KAY KAREN MOGGIO JUDY K MC KAY BRANDON MOGGIO 560 RAINIER LN 80B FAIRWAY LN PORT LUDLOW, WA 98365-8710 PORT LUDLOW, WA 98365-9553 ■ 990600294 990400116 JOSEPH R MOLLERUS BENJAMIN F NAPHEYS III PO BOX 65306 CAROL A NAPHEYS PORT LUDLOW, WA 98365-0306 105 GAMBLE LN PORT LUDLOW, WA 98365-8707 990400147 990600212 SUSAN MONROE JOHN J NEESZ PO BOX 1090 DIANE NEESZ PORT TOWNSEND, WA 98368-1090 190 RAINIER LN PORT LUDLOW, WA 98365-9619 990700002 990400130 RICHARD MOREHOUSE RONALD L NELSON LORRAINE MOREHOUSE DIANE B NELSON 115 SCHOONER LN 45 HELM LN PORT LUDLOW, WA 98365-9228 PORT LUDLOW, WA 98365-9725 990400508 990400166 NELSON L MORRIS DEAN C NELSON RHONDA B MORRIS BEVERLY F NELSON 3609 GRANADA TRL 40 PHINNEY LN DENTON, TX 76205-8405 PORT LUDLOW, WA 98365-9774 990400494 990400465 YOLANDA B MOTZER CORLISS G NEWELL WILLIAM E MOTZER PATSY NEWELL 5904 COLD SPRINGS DR 401 RAINIER LN FORESTHILL, CA 95631-9606 PORT LUDLOW, WA 98365-8712 990400449 990400145 GUY A MOUG STEPHEN T NIEMAN 130 WERNER RD AMY C NIEMAN PORT LUDLOW, WA 98365-9751 290 PUGET LOOP PORT LUDLOW, WA 98365-8794 990400160 990400477 SHELLIE R MOULTON ROGER G NILSEN 3128 164TH PL SE REBECCA L NILSEN BOTHELL, WA 98012-6068 PO BOX 60993 PHOENIX, AZ 85082-0993 990400428 990600213 MICHAEL N NILSSEN TRSTEE JOHN B PARKINSON MARY J NILSSEN TRUSTEE PO BOX 471 M&M NILSSEN FAMILY TRUST BRINNON, WA 98320-0471 PORT LUDLOW, WA 98365 990400150 990404104 JAMES W NIQUETTE TRSTEE DAVID PAYNE JUNE A NIQUETTE TRUSTEE NADINE PAYNE JAMES & DENISE ELDRIDGE 29012 SANTIAGO PEAK LN GIG HARBOR, WA 98332-6848 TRABUCO CANYON, CA 92679-1015 990400140 990400121 JOHN NORTHEY JOHN PEEFF JENNIFER NORTHEY JOHN T PEEFF TRUSTEE 181 S BAYVIEW DR KAREN A PEEFF TRUSTEE PORT LUDLOW, WA 98365-9471 WALNUT CREEK, CA 94597-2435 990400409 990400133 MARIE C OGILVIE TRUSTEE KARL A PERRY MARIE OGILVIE TRUST MELINIE F PERRY 220 MACHIAS LOOP 83 HELM LN PORT LUDLOW, WA 98365-8705 PORT LUDLOW, WA 98365-9725 990400174 990400450 OLYMPIC WATER & SEWER INC MICHAEL POPPLETON 70 BREAKER LN 432 RAINIER LN PORT LUDLOW, WA 98365-9766 PORT LUDLOW, WA 98365-8712 990400448 990400464 STEVEN M OMODT PORT LUDLOW ASSOCIATES LLC 120 SYCAMORE ST 70 BREAKER LN PORT HADLOCK, WA 98339-9558 PORT LUDLOW, WA 98365-9766 990400412 990400484 TIMOTHY H PAPPAS SUSAN OGILVIE POSEY CATHERINE R PAPPAS JAMES C POSEY 333 MONTGOMERY LN 220 MACHIAS LOOP PORT LUDLOW, WA 98365-9647 PORT LUDLOW, WA 98365-8705 990400451 990600290 ROBERT C QUICK TRUSTEE ROBINSON LIVING TRUST JEANETTE QUICK TRUSTEE 1717 ALA WAI #2204 QUICK FAMILY TRUST HONOLULU, HI 96815 PORT LUDLOW, WA 98365-8712 990400420 990400432 JAMES RABB JUSTIN RODRIGUES SHARILYN R RABB 61 OLYMPIC LN 61 CASCADE LN PORT LUDLOW, WA 98365-9567 PORT LUDLOW, WA 98365-9535 990400164 990400101 AMY J RECHT TRUSTEE COLLEEN RODRIGUES AMY JACKSON LIVING TRUST TAMMY RIDGWAY 5520 DANSBY PLACE 154 GAMBLE LN TALLAHASSEE, FL 32311 PORT LUDLOW, WA 98365-8707 990400159 990400432 JOAN L REITAN JUSTIN RODRIGUES % JOAN KIMMEL 61 OLYMPIC LN 23119 SADDLE RD PORT LUDLOW, WA 98365-9567 LEAVENWORTH, WA 98826-9700 990400254 990400410 JOHN RESECK JR TSTEE ALAN RUE SHARON RESECK TRSTEE 22 CASCADE LN J & S RESECK JNT LIV TRST PORT LUDLOW, WA 98365-9535 LAGUNA WOODS, CA 92637 990700027 990400513 JACKSON A RIGGEN JR TRSTE CONCETTO R SANZARO KAREN PRATT RIGGEN TRSTEE PENNY L SANZARO RIGGEN REV TRUST 213 PUGET LOOP PORT LUDLOW, WA 98365-9701 PORT LUDLOW, WA 98365-8794 990400168 990600279 PIETER RIJKAART COREY A SATTLER 4414 36TH AVE W 60 GOLIAH LN SEATTLE, WA 98199-1334 PORT LUDLOW, WA 98365-9661 990400128 990400259 EDWARD P SAVIDGE BETTY JUNE SINCLAIR PAULA SAVIDGE 390 SEVEN SISTERS RD 485 GRIFFITH POINT RD PORT LUDLOW, WA 98365-9507 NORDLAND, WA 98358-9510 990400478 990400510 CALVIN M SCHIPPER TRSTE GERALD SITSER MARIE J SCHIPPER TRUSTEE 121 MACHIAS LOOP SCHIPPER FAMILY REV TRUST PORT LUDLOW, WA 98365-8704 PORT HADLOCK, WA 98339-0052 990400435 990400349 GARY SCHROEDER JERRY A SMITH VERONICA SCHROEDER MARY JO SMITH 45 OLYMPIC LN 104 EVANS LN PORT LUDLOW, WA 98365-9567 PORT LUDLOW, WA 98365-9625 990600260 990400440 SYMBOLYN SEBASTIAN ALAN E SMITH 4250 S DISCOVERY RD VIRGINIA MAE SMITH PORT TOWNSEND, WA 98368-9676 281 RAINIER LN PORT LUDLOW, WA 98365-9652 990400455 990400441 DWAYNE A SHACKELFORD TRS LELAND B SMITH ROBYN D SHACKELFORD TRSTE 271 RAINIER LN SHACKELFORD FAMILY TRUST PORT LUDLOW, WA 98365-9652 PORT LUDLOW, WA 98365-9585 990400457 990400504 RANDALL L SHELLEY TRUSTEE ETHAN B SMITH KATHLEEN SHELLEY TRUSTEE TARA A SMITH K& R SHELLEY 1996 TRUST 33018 SE 42ND PL PORT LUDLOW, WA 98365-9762 FALL CITY, WA 98024-8602 990400258 990400126 MAURICE R SHERIDAN MARILYN K SMITH 8210 14TH AVE NE 60 HELM LN SEATTLE, WA 98115-4330 PORT LUDLOW, WA 98365-9725 990600256 990700001 GRANT L SMITH TRUSTEE LANI A STONE NANCY L SMITH TRUSTEE PO BOX 65016 SMITH FAMILY TRUST PORT LUDLOW, WA 98365-0016 PORT LUDLOW, WA 98365-9617 990400427 990400407 ROBERT S SNOW CHARLES R STOWELL DONNA R SNOW PO BOX 65046 PO BOX 65105 PORT LUDLOW, WA 98365-0046 PORT LUDLOW, WA 98365-0105 990400479 990400503 GUY R SODERLIND PETER STURZU PO BOX 308 MITZI J STURZU JTWROS SEAHURST, WA 98062-0308 203 MACHIAS LOOP PORT LUDLOW, WA 98365-8705 990600241 990400488 DAWN SPENCER CAROLYN SUNDMAN 131 CAMANO LN 70 MACHIAS LOOP PORT LUDLOW, WA 98365 PORT LUDLOW, WA 98365-9704 990700016 990400400 J KENT STANSBURY RYAN SWANSON SHERYL K STANSBURY RENEE C SWANSON 70 SCHOONER LN 6611 58TH AVE NE PORT LUDLOW, WA 98365-9710 SEATTLE, WA 98115 990100022 990400458 BRUCE STAPLETON ELEANOR SWIFT 571 RAINIER LANE 3015 W 13TH ST PORT LUDLOW, WA 98365 GREELEY, CO 80634-6303 990400528 990404106 STERLING TRUST COMPANY CAROL A TAPLIN FBO DAVID VACANTI 264 RAINIER LN #02077957 PORT LUDLOW, WA 98365-9652 WACO, TX 76702-2526 990400480 990400481 SUSAN TAYLOR TRUSTEE JAMES M VALENTINE CHRISTINA FOX TRUSTEE MEREDITH F VALENTINE T RHODES SPECIAL NEED TRS 6474 SW 29TH WAY AUBURN, WA 98001-9032 GRESHAM, OR 97080 990400485 990400413 JOHN A THOMAS BRUCE C VAN BUREN 162 MACHIAS LOOP EVA J VAN BUREN PORT LUDLOW, WA 98365-8704 96 CASCADE LN PORT LUDLOW, WA 98365-9535 990400462 990400350 KATHLEEN TOMPKINS TRSTE KURT VAN NESS KROTZER-TOMPKINS FAM TRST 80 EVANS LN 605 OLYMPIC RIDGE DR PORT LUDLOW, WA 98365-9600 PORT LUDLOW, WA 98365-9555 990400426 990400405 KIMBERLY T TORRES NICHOLAS A VAYONIS MARKATORRES 301 WESTBRIDGE LN 46 OLYMPIC LANE CANTON, GA 30114-6340 PORT LUDLOW, WA 98365 990400474 990400131 JENNIFER TOWNSAN GORDON WALLINGER 281 MACHIAS LOOP DORIS WALLINGER PORT LUDLOW, WA 98365-8705 PO BOX 65393 PORT LUDLOW, WA 98365-0393 990400156 990400516 DAVID A TURISSINI AMELIA RAE WATKINS DANILLE A TURISSINI 185 PUGET LOOP 40 PUGET LOOP PORT LUDLOW, WA 98365-8793 PORT LUDLOW, WA 98365-9707 990400514 990400135 RICHARD W ULLMANN TRUSTE DOUGLAS WATSON HEATHER A ULLMANN TRUSTEE 95 HELM LN R&H ULLMANN REV TRUST PORT LUDLOW, WA 98365-9725 PORT LUDLOW, WA 98365-8794 990404100 990400466 KEVIN B WEED TRUSTEE BETTY JANE WILLS TRUSTEE KEVIN B WEED TRUSTEE REVOCABLE TRUST 6/11/86 PO BOX 980032 10 TALA SHORE DR PARK CITY, UT 84098-0032 PORT LUDLOW, WA 98365-9781 990400122 990400526 JERRY L WETHERBEE WARREN F WILSON TRUSTEE GLENDA R WETHERBEE MARILYN S WILSON TRUSTEE 536 OLYMPUS BLVD WILSON FAMILY TRUST'91 PORT LUDLOW, WA 98365-9434 PORT LUDLOW, WA 98365-9738 990400347 990400162 JAMES B WHITE KENNETH R WINTER TRUSTEE SUZANNE WHITE DOROTHY M WINTER TRUSTEE 81 EVANS LN WINTER TRUST 3/28/00 PORT LUDLOW, WA 98365-9600 PORT LUDLOW, WA 98365-9707 990600238 990700014 MICHAEL A WHITE JASON J WOODS IRENE J WHITE 500 CHERRY AVE PO BOX 891 CHIMACUM, WA 98325-8727 MANCHESTER, WA 98353-0891 990600239 990400112 THOMAS H WIGGINTON JOHN R WRIGHT 151 CAMANO LN DENISE L WRIGHT PORT LUDLOW, WA 98365-9655 PO BOX 65031 PORT LUDLOW, WA 98365-0031 990400415 990600261 GLENN L WILLIAMS CHRISTINE C YOKAN JANET WILLIAMS 1016 E SHELBY ST 102 CASCADE LN SEATTLE, WA 98102-3821 PORT LUDLOW, WA 98365-9587 990400120 990400125 JOHN F WILLIS JOHN W ZALAHA TRUSTEE PATRICIA YANG WILLIS LORNA M ZALAHA TRUSTEE 143 GAMBLE LN ZALAHA FAMILY TRUST PORT LUDLOW, WA 98365 PORT LUDLOW, WA 98365-9762 )E17 6 a r J . ;', ':37664.% A Er Y q• � i.l y R v 1.z s /vx.iyw . —4 a, -n o i O ; TC i —IrQ 71 mC1 vZ1C1,Z ' z2cp2 'li 0 cc zo z � Z °� o o ° Z r�U , m c ffi m co Hi -E N13 0cn �1DDo Z -1 < a Opp °o o A ( f\ O°O — (o —C) 8S = � V� .p m <o D 0 7J 2 1-- (0 8° - � m H 00 O m L v m W O o Ca Z _I Z `\-- N Ch S (-' a 7 U , ..,,...—.,,, . .c.i,,,,-. .,•,,, .. ... . . . ) 0 ,. ,., 2 'C.4' ''t'''''l.• :. 0 3 - ....1 7 C...A 1 IV) ■' - • •■•4 0 ill 00 , .-4 ta I 0 M '1 Z = Ci) z Z a a I co C.- r- ''' -' 'LI c•-) CD CO C) co • ,---.9.. 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OR WARD 9836802439 i 1,1 !, i?{R # 1',1 r! ],It�il! ! z3i 1, J,i, „ i 111111 11 ! l ! 9 I ► IIl ! 1 !! 1 s i f1 WEPT COIN lirM, 'nrl_/ELOPMENT- _ ...,q- ___,.. •.r.... _ , 2......:01.-au„.=1.■ " m vi41.„. ..lci la T.. 4.11.11F 621 SHERIDAi\i,ST. - ,, l'- , (--,-) i.,:— ,, \\ /- 1-‘.--7-_, r-__\ A.,...1...•A Fr.... ••■•■••PITNEY BOWES Wiore:1'11..,;:.F. . PORT TOWNSEND,WA Elf."368 - '-- ,------t!! il 02 1P $ 000 48° 0000827150 DEC 30 2014 MAILED FROM ZIP CODE 98368 JAN 13 2015 :.i i —1` L 990400254 JOHN RESECK JR TSTEE SHARON RESECK TRSTEE J & S RESE eK.INT I IV TRST LAGUNA A 1,4i xi,, -917 DE Ilif ti . (1/001/1118/15 3 4 RE TURN TO SENDER :I N(IT nFi TyFRARI F 13,c wr,')DRF F3F3F D 31 UNABLE TO FORWARD 11 BC: 93E368243921 * 1526- 80321- 30- 44 31 39 /111"1141111'1111'141111" liiiillliPliii1111"11111101 i 1 ------------ - - TAco MA . •. DEPT COMMUIWY:::::7-Cr:4ENT lliVA E4E3 0;0 Pq94, pl JEFFERSON COUNTY 07,A4. ,241 :15 4 , . ,. i •,‘„ D . .‘ - • ). X I .'.j• ,y11.--..• .•0,44. 611.77!‘„z=ir 621 SHERIDAN ST. PM 2. 1 ...7.17P.: • z •114, ...PITNEY BOWES \'.:';-NO° PORT TOWNSEND,WA 98368 jii.t.r.i_10.:•":g.,,NiN":* 02 1P $ 000.48° -0.-Ng...r4 • 0000827150 JAN 07 2015 - •• •MAILED FROM ZIP CODE 98368 r _ •N E C LE' Q V Er„ JAN 1 2 2015 II t t, William Weir ----I 87 Scott Ct Port Ludlow, WA 9836 X 9-MI NV E. 10489813180-81,/ 87 /1S FORWARD TIME E XP R TN TO SE ND I WE I R 'WI L L I AM 94 TIMBER RIDGE DR I PORT LUDLOW WA 9836S -9734 i RETURN TO SENDER .1 '-."-',1:33E:S.1-4.102137 "Illiiimi"•iii1111.1.1.hiiIIIIIIIIPIII"—IiiIIIIIiiiii' 1 ! TACOMA 7---)DEPT COMMUNITY DEVELOPMENT JEFFERSON COUNTY ) V-)1O PORT6T201 i'iheA 963 Oi:JAN '15 cg• los Post 490 ;r A,.i.;:4• „4:1(44,,,,, , _... ... ,..,—,......,••■■ :."'.--4:t*;c". .11:1•-•Itlii1:-: 052 1 P 000.480 ,. . „ , ::.t wSHNEsREINDDANwSAT9. 8368 'PM 2 1. ... , .....$ PI TNEY.B0 BOWES reIC.:ai'W...10000827150 JAN 07 2015 MAILED FROM ZIP CODE 98368 LL--'-' -----: 1-e-:7' !- '7\ /7 r-- ■ , . - ! : : . JAN 1 2 2015 H I Lewis J. Hale ,........._7— 10552 15th Ave NW Seattle, WA 98177 , .. . 9,80 N7 E laB 9'2 1 4 I 0 0 0 3 / 7/1,5 RETURN TO SENDER HALE , M 0 V E 0 L E 7 T T-:1 0 A D D R E..5 S .' UNABLE TO FORWARD RETURN TO SENDER BC: 9B.B68 Z 4 3 9 Z 1 *2 5 Z 6-0 4 3 2S-0 7-40 hIniildili"iihill::hiihilli"J'ildiiiii"Hiilliliiiin! 40,3 P004, IriCO ‘Al‘ .• I:...if Pir •{e•I .2 - 4 zappy..M.Mir.■■ lcQl gal.t.7 It-:Bt..: .10.• . .■PITNEY BOWES PC,-,T TO ,. 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S 1 .1 I RR T"RN Tr' SENDER INSUFFICIENT ADDRESS s UNABLE TO FORWARD BC: 98368243921 * 1526- 99157-39- 44 I1 �i 9836802439'- iillttl 111liiiilii i,iihiliilihni llli('lliiiiil'Ili'ilitilliiii I F . t a,= i S ts PRsp qP / rr cC vl •„ j, r f/-- (ci L', --,' ''';‘ Si*. �' tie F • PITNEY ES 0 '' 1"-tf 02 1P $ 000.480 ti ff 0000827150 DEC 302014 -t Ca•• MAILED FROM ZIP CODE 98368 _ 990400472 RONALD KLETTI RONALD KLETTI TRUSTEE TR J I jj PORT MARY LUDLOWKLETTI , WA USTEE 98365 8706 I I I NEX4E II113,1h DE Y fkZt3 , — r,J J' d�( RETyl RN TA c E NAC R i i rrr, '1'u .'norm- INSUFFICIENT ADDRESS LINABLE TO FORWARD i •:e: :- BC: 983f8Z43921 * 1526- 601 #5 -. 36-. 4a i:, r;- - :. ; ;9368Z43 9 III1.1l►,llllll11,111,IiII'lIl1111111111111lII11111 ;111{!111 WMII■1111■IIIIII••■ NI -cesPosi.„ nErfc COMMUNITY.7.7k/PLOP■v:ENT , , . co'cl'" Nc, f; -- JEFRSON cc U,',-,-: -p4"r'll .E IV A 49. 047,.. ,=,=, -1 ' - 621 SFIERID',N ST. 1 ;;.:1!.,,A=.::•. '2 ' ""Ilir PITNEY BOWES %.1 - ''''-f i ,-..i...: POET T'-"V "END,WA 9S58 4.44_14.4:, 02 1P $ 000.48° 417411" I .. 00008271 50 DEC 30 2014 -*"--'-' . -■-•. MAILED FROM ZIP CODE 98368 r-1-7-H --------- -- - i Ns 990700027 f - ■ II ' ii JACKSON A RIGGEN JR TRSTE .. i; KAREN PRATT RIGGEN TRSTEE - si if RIGGEN RE"TPI!CT - i 1 PORT LUDL r,1 I xi-... „is 9 a rt E iø9 mast/ laz /1 s I . ,,- RR TURN Trl c.RN^FR ,f1.0?rirr ' INSUFFICIENT ADDRESS 1 - , UNABLE TO FORWARD rzsc.,....7;-;i Hc. 8C: 98368243921 * 1526-00320- 3 0- 44 983 68 (42 43 9 1111111111111111diliiiiiiiiilliiII111111'1111+1111111111.1910_1 .__■L ' 1 4$4 TN n,L DEPT COMMUNITY DEVELOPMENT �. 1*. �sry � JEFFERSON COUNTY No 4., 621 SHERIDAN ST. '� ry{ • 2 '�v' ►� '9s'"`'t�4 PORT TOWNSEND,WA 9836$ �a' t.` Pi00.48 NiNG ���{.'•• � 02 1 P $ 000.480 �1 - 0000827150 DEC 302014 "+ •Pa ' MAILED FROM ZIP CODE 98368 /I 990400125 JOHN W ZALAHA TRUSTEE LORNA M ZALAHA TRUSTEE ZALAHA FAMILY TRUST ;{ /J PORT L, ,^, •'•"A, %AIA fO. C n'�a,) - a 1 trefei 117t2 /15-RE T1ARN TA SEN.fDER INSUFFICIENT ADDRESS UNABLE TO FORWARD I i BC: 9836824392.1 *1526-00371-30-44 9836842439 )I,IlIIIIiI1I1,111111'±111111=hill'I'lll11oilllll'IIIIIIdia(f,1 , IIP lES POSi, •k%"' 0:7T CCU!!!"ITY DEV:'.l.OM1I ,...\ . .,. ....: 1... n 17-iTERSC.),, I1-. .`,;"fil ou . ." % 47r1"1 =" ''''- 62-1 SHE -,f):. 0 i X 4,9:.11 itzr. --, 141.i„, ...PITNEY BOWES ii-elL:•., re ''' pc111-TOWN.1;.:NO,tNA , -;3 IY1i:1ISS 02 1P $ 000.480 sosiz ne.. . 0000827150 DEC 30 2014 1.4 :1•72''. 6"e.-: MAILED FROM ZIP CODE 98368 990400162 _ ' i •Li' H1 KENNETH R WINTER TRUSTEE DOROTHY M WINTER TRUSTEE II- 5 2015 i WINTER TRUST 3/28/00 1 d L i ' PORT LUDLOVI we ;KT a.. : 1 I I 1 RF TI,RN Tfl NDFR INSUFFICIENT ADDRESS UNABLE TO FORWARD -----.---,— . — 3 C: 933 68243 921 * 1526- 00367 -30-44 I La .' PI- 1 338 flr "WililiiIIIIIIIIIIIIIIIIi1111111111111111119 9 6 i2439 111"11Hil°1111 1MI �.t^ DEPT COMMUNITY DEVELOPMENT rti i �.. `,L-'' E:ERSO€ .COUNTY : :if g r ,�___ k i ., 621 SHERID.-J' Si. Mi i, -+' PITNEY BOWES ' '-=''e. PORT TOWNSEND,WA°5338 +�i`''i ti t o2 t P $ 000.48° N ;rho ' +•'4• 0000827150 DEC 30 2014 _• +• MAILED FROM ZIP CODE 98368 7?? 1 ✓' 990400514 I RICHARD W ULLMANN TRUSTE HEATHER A ULLMANN TRUSTEE I!! R&H ULLMANN REV TRUST -^ PORT LUDLC FJT Y• C are$ :1 P. 1.12tOPZ aasa ix,1/A- 15 , . .. ..'r a F T'I R N TO P N i1 C a INSUFFICIENT ADDRESS I UNABLE TO FORWARD BC. 93358243921 ' 1526-00351-30- 44 \ i -- 3 41- " 836 23.9 iiiliiiliiiiiliiii li: >i,iII I i i l i � ti�soN �� DEPT COMMUNITY DEVELOPMENT 4 fsis Pak? ti SGF�GRSON COUNTY ` y �i 4. � ', y` 621 SHERIDAN ST. 'k�f�r=�: IYBOWS ,`�:s ,.,c, PORT TOWNSEND,WA 98368 `y :' ., 02 t P �00.48� y1NG 1 00008271 50 DEC 30 2014 ri' : MAILED FROM ZIP CODE 98368 �. I V 990600256 II J GRANT L SMITH TRUSTEE 01 NANCY L SMITH TRUSTEE OAs',! -- SMITH FAMILY TRUST j � I' PORT LUDLO` u ___11 ' rye= 9 D E 1 w 3 m ik 1 , 3 :`1 5 i INSUFFICIENT- ADDRESS I UNABLE TO FORWARD :=lEr.:iE zt: :E:1% „yis; BC. 933 682 43921 * 1526- 6935 €3- 38- 44 1 48368 2439 iillJHHHI IuI lillilliilll lllliii IIiilllll'i'il;lilliiliiiiiii1113 a 'y+ j (.:;0':,,6-:./ _ e ` E 3a } . O - z� ' PC�T v` ., l:.: „n3 111.1.14.15-.3::::. _ ----PITNEY BOM ES Lr t �..j... 02 1 P $ 000.48° � r , 00008271 50 DEC 30 2014 1-� MAILED FROM ZIP CODE 98368 - ---- 990400109 `. MARY GITTS TRSTEE 111` LOREN GITTS TRUSTEE M &L GITTS LMNG TRUST . ntn! WA 98365-9726 Li) - j C C TURN VI f4 C INSUFFICIENT UABLTOF ADDRESS �!�!.=1L_3_• S tVCi BC: 983582 43921 a::526-001.58-30-44 1 9835842439 t'1t 3111 i f{II t ll!i t t l l l t i t t i t!Il1 i l 1i 4 5 I1 I 1 1 I ! 1-0 Poste_ DEPT COMMUNITY Dria0PNIEN I r��I�.SQN VIA IJN . le.. i Z L_ a...7= } y`._+ awl in ��7y ���PITNEY BOWES \: s21 SHEfiIU.`.�l ST. `1 _'; 02 1 P $ 000.48° `F - i°~' PORT TQ�'�'aNn �aa� }`, 0000 8271 5 0 DEC 30 2014 11N + MAILED FROM ZIP CODE 98368 r-- � r , -��� -\C' 990400428 -,I MICHAEL N NILSSEN TRSTEE MARY J NILSSEN TRUSTEE 11 M&M NILSSEN FAMILY TRUST I I PORT :, .,�L asze. r= 1 @ac agA. {?= ,^ 1=_ RETURN TO SENDER INSUFFICIENT ADDRESS UNABLE TO FORWARD 3C: 98368243921 tt * 1526°0 @195 -30- 44 I ="=98368 2439 IIiIlliilllliliI,1111111111i1I1111111 110111111lI1111111111111111 ,... J i icT ,. 54PjfSPOSlq CGY ui-ice, 1',iA. ST. 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'A r,33 ro — �m c 22 n 010 -I CD 93"n� ga A� =m v C • ��g> m�mi rye o mD°— mY I0 gN-Q PP - U A p4 BA0 1? a© F Iv em 220 A 2 X10 ��V N ;.1„. al— a r r m c a O 2 I A :g o w oz kg N 8 o iF Z N I:4, -T N I PORT LUDLOW DRAINAGE DISTRICT $j��� DATE: FEB 2013 O ,�j �' JEFFERSON COUNTY WASHINGTON p0°� ....,7-t„LA_ i1`�8° Y py�� � � eo SCALE:AS NOTED z CASCADE FLOOD ABATEMENT (yg� � 1 T (a S ' G •$ DRAM: P.G.M. !'� C UO�18 ■rur u'y �aeo I&0 q,4ee uns °e♦r L3My B 7 GENERAL DETAILS �oNA1 9/OVAL CHECKED: LK.N. CONSULTING ENGINEERS 701 000ER AVENUE NORM SUITE 200 No. REVISION DATE APPD APPROVED:N.EL SEAT11.E.WASHINGTON 90100•(200)12e-0leo • M:1PORTLUDLOW\12577 CASCADE FLOOD T ABATEMENT 1PLANS - E \G SHEETSISITE PLAN SHEETS.DWG, SITEPLANI, 6/10/2013 10:42:53 AM, 11 GOSECURITY\SEA_COLORLJ5550PCL5CPRINTROOM, BY P MARSHALL At a o 0 0 o o s� / j 15 / 9 \I / I - I �\ 35 I \ I 24 _ / t1__ ICI 40 24 .TO 20 I „' _��__ T5 14 11111111. I 1 0 Urli. \ 11 22'.. --- - G If 1 14 - 30. 'I t1° ke- I 6 1 ISIS H 1$ I >� ��� I o� 6 Y c o m s A F ■ S.r,. .. 1 \ O '1 F N y�JI g S o I R Ta 9.o 1,. Ol fn'O A A II ~0 I II \ m P / I' \ 1 II —__ I I' A= /III .____ +` •fa I , s ono �µ > i-------------------------------------------.-�(nr FI'r _ 1:mN e aQ o 4. 1 \ ti, , I I Mo I I I J I Zt Ir 3346..1 Iln oq4 ,3 �M �Z II �I `��I 1��1(y'yt [III 17 °�.� q 1II r- Oi,r! - 12' ADS ' III I Y :E 33.43 I I o I I II I hill. 1------ ,I jI 1 1I' ' g 5,sl l'hil. C�m T22o I I Fog° R9 1 / / / T,§ I I CO p o / i //�� ea II HI MATCHL�VE STq 4+g0-,SEE ' 1 Sf► ET 2 N G II I I1 m z 4 c 0_ m O .wa N V w w 0 0 0 0 0 'o 0 0 0 Ca 2 In> o 8 >-1 • Pp S ; T PORT LUDLOW DRAINAGE DISTRICT pp��� DATE: FEB 2013 la 9 9 ,AF I-ERSON COUNTY WASHINGTON ?GY•L..�ej, ,�,QS'11.ct f ��" H. 1'=20' v+' '..°•.a ∎�/ scALE:v: 1'-10 a 'b ! j CASCADE FLOOD ABATEMENT .�� DRAWN: P.G.M. Y OBbornle, Lite,. PLAN AND PROFILE s'0NAU y�ox�L t�"/ CHECKED: LK.N, CONSULTING ENGINEERS STATION 0+00 TO STATION 4+60 ff 701 omen Ayo, WORTH 00) 200 No. REVISION DATE APPD APPROVED: N.E.L SEAMS, WASHINGTON eetOC•(20B)z64-oeyp M:\PORTLUDLOW\12577 CASCADE FLOOD ABATEMENT 1PLANSET\G-SHEETS\SITE PLAN SHEETS.DWG, SITEPLAN2, 6/10/2013 10:42:41 AM, \1 GOSECURITY\SEA_COLORLJ5550PCL5CPRINTROOM, BY: P MARSHALL N N W W W W W W co tr• °0 o 0 0 ao 0 `g Ka m s 7 n 7 N cT 2" CC '1 m '°.�Q o 0 1d1� �yw sp 2 Mt cv ��� � map y I \ . y� o N� 1 / e0' N 3o- INLET W/DE:8RIS BARRIER 1 �' _ ' / l I.E. - 328.35, 18• CMP I / / TYPE 1 CATCH BASIN_'_ L\ RIM 330.03 - \l I.E. - 328.1 18' N — / I1Y °� e 1 o 0`.. ', V f i 5311h 5q0 D�cflO 1 TYPE II CATCH BASIN, 48' DIA. F4' ! RIM - 328.03 j 1 (FIELD VERIFY) •• I LE. - 321.001E' S 0 yy o I I TYPE II CATCH BASIN, 48' DIA. I I / o"' RIM—3325.53 1 - y T I.E. - 320.76 18• N, E I 1 - > 0 g / 1 >' • / I m co- a' .?9 I y V I. m I ', I I "' \)› 8o I 1 1 q 1 1 I W !TI s A••'�e� o I I / o I 1 gx 8 \I r4 r. •D -4 OUTLET I I N 7�, O i I.E. - 320,00 18' Y I r. 1 r i -< r i i - m r' 1 � � r� I m0 r • 1 ` ~ I. ° z m 11 I I I I I \ / _ -3'0`. _/ ! / tic j1 II II I 0 I II P/2' I I IAnaz 0 I I gp^T' '/ �l I L. 1.2 ea ta a 0 IY, 4 1 a I / 11 11 II II 11 11 11 11 11 I1 $ !I 1I • / II 11 II it / / I 00 / ''+' L---J„ 5 ,I r' 1 / 4' II / Ns MATCHUN \ � � / 4 E S\T\ 9+gp SEE SHEET 3 a I PORT LUDLOW DRAINAGE DISTRICT c DATE: FEB 2013 'l Q 9 .EFFERSON COUNT' WASHINGTON OY.u ,C 4�% �o •e•�A • u•�• H: 1'-20' ♦ A .b•••' Ao SCALE:V: Y-10' CASCADE FLOOD ABATEMENT ' • DRAMN: P.G.M. Grimy g t7:1 1 ro Osborne.,•PLAN AND PROFILE �,v�p„i: • �SfonAL.Lyp CHECKED: LK.N. CONSULTING ENGINEERS STATION 4+60 TO STATION 9+80 901 CORER AVENUE NORTH SUIT!QOD No. REVISION DATE APPD APPROVED:N.E.L SFATIIE,WASHING117N Seam•(2ae)]11-091p M:\PORTLUDLOW\12577 CASCADE FLOOD ABATEMENT\PLANSET\G-SHEETS1SITE PLAN SHEETS.DWG, SITEPLAN3, 6/10/2013 10:61:49 AM, 1\GOSECURITY\SEA_COLORLJ5550PCL5CPRINTROOM, BY P MARSHAL $ $ to 0 o N c I M'4TCHLINE STq 9+80. o O - i SEE SHEET 2 IIIIr I - O i , O I 1' . t. o E 8 O N 11/ C1 > I /11 to 11 4 � � 1 I y 854 ri om I1 s °CO' /i m2N� 100 in I I1 21g .r l I }$m / TYPE II CATCH BASIN, 48" UTA. - I I r RIM iMll ' i I.E. ■ 298) 18 NW j:/ �._ i 298 10 18" °E _ ^ (FIELD VERIFY) \ ', `o -A / i 51— �" - d1 1 = m mom' I/ m — - E 1 -//11 / v r m ii _ � ---- 9D"IEo 292.23 r i I • II ----- 111 1/\10\.__ q90-: x I II M'- ii 8 R 1 1 y2 v N IJI m6 1 ti O i/I m o I 3 rr gr O 1/ > =1 \ P _ F^ %/l�r I fi / _ 00 r „ l rl /` /r \ 4� r1 N (1i rr 'A \ • rrr so Ilrrr R >5 \ \ / - -, CO I �� ;A \ / m 11 pm c>.mQi V / S r/ / m rr 0l- / m it V / / 11r��, \_ 'gob �� / / ��� I m 4 gAg r 11 1�_, i< 9§ \\,,,,t7 I1 £z p Ir /I n a. `� , I 1 r 1 �(io �l 11 it 1 1, I c 1� 7.6o, ---.. rl 1 1 9L- II o 11 A \ r2i \ g1 m _ I 1 y I1 __ i 9 \ 4133HS 33S 09+V I,V.I. 3NflHO1tlW 1 / II o N N N N W W O O O Ca . rR o z o_ o tit: E 8m p N 4 O 1 • 4 S F DATE: FED 2013 WI _ PORT LUDLOW DRAINAGE DISTRICT E. LOS �TUew,� H: 1"-20' 0 ,EFFERSON COUNTY WASHINGTON �� �eej .. 2�/i�a ��D e SCALE:V: 1"-70 _ CASCADE FLOOD ABATEMENT y9 DRAWN: PC.M. Gray O1B7 ' r 0 a1 2311 )c .° / a� 01010 �o L3I1d COI IIB Tom: 8 'ay — �� 'aj °I... . CHECKED: LK.N. CONSULTING ENGINEERS PLAN AND PROFILE /ORAL 9�ORAL STATION 9+80 TO STATION 14.80 E01 DEXTER AVENUE NORR1 ODIIE 200 Na REVISION DATE APPD APPROVED: N.E.L. �T>•LE.EIA90NSTON 00109•(200)261-oeeo • • M:1PORTLUDLOW\12577 CASCADE FLOOD ABATEMENT\PLANSET\G-SHEETS1SITE PLAN SHEETS.DWG, SITEPLAN4, 6/10/2013 10:41:31 AM, \\GOSECURITY\SEA_COLORLJ5550PCL5CPRINTROOM, BY: P MARSHALL O a N C. A yNy� OI r O O O O O O O 0 - 14+80 SEE SHEET 3 I ; MATCHLINESTA14 80- I8 1 N I o :, 2 1 z m _ 1 }, :I m z . N I IT, n OI O 1 5' mm U>m O O I I S -* 3: x �'mr)*> I I in—U 0 my S - Ar I II.- 74 O 0' F 10,1 I'. I 1 . ; tA°5 / 1 O5. 2 R 11 n m a 1 m INLET W/DEBRIS BARRIER - 1 I $g A" ti u� \I� I.E. = 251.0 18' CLIP 1 J m 0048 , :-,-','� 8 ��� I TYPE II CATCH BASIN, 48- DIA 94 �� RIM 252.01 I m z i I.E. 250.1 78" NW II P :E -- 25C.9- D" iN II (FIELD VERIFY) i II (FIELD VERIFY) II �� I II ' '� m 111 pi 6 o2 �a�^ 111 T$ 8 N 3Nd, ,f 0 • -, y; 1 J \ _ 250 I 1 1 I/I! � \ . - 11 .8A I 0 P,13.3 1I 1g s mo N` I1 -1 RA I I m 4 A I z", 11 Ilia' ' I $ I 1-+ ''4 rn x I I 8 8 Ar• • x N -0 111 8 y LOT 111 _ m I 1 _ \> •Y 1 I I 8. Z ..--0z o , 11 o 1 li E' I / 1 I, / I / II r' / I I I. I-o41.I 09 0 1 G /11 m$ t \w I \\ . \ a vmam I m !I m x 1 D /ii \ / I 11 / /1 I I )QED mm Q m c 4 \INLET W/ DEBRIS BARRIER 1 M r I.E. -228.2 8" CMP / D�2 \ \ .__ QQ O INLET- 13" CMP I 9Di� =• _ II m m O I- I II OUTLET - IE" AMP ___ / E= 22320 r I I / / / / / / -N O y g -o T O O + -8 r1£ O O O O O O O O I is o r -O D + 2� O o DATE FEB 2013 0 PORT LUDLOW DRAINAGE DISTRICT E. A ZO - JEFFERSON COUNTY WASHINGTON Y<��+ �'e1 �'��r H: 1 -10 yi �s �^o� 4� +^ SCALE:V: 1"�10' �'l� a I A , • , • DRAWN: PG.M. y Osb�:a1 CASCADE FLOOD ABATEMENT TM.� 8 • '• + ',6� ._,, •'';" CHECKED: LK.N. CONSULTING ENGINEERS PLAN AND PROFILE TONAL�° ,ONAL 1 r ]01 DEXTER AVENUE NOM yyl,E pO STATION 14+80 TO STATION 19+80 SEATTLE•WASHINGTON 98109•(200 284-0860 No. REVISION :DATE APPD APPROVED:N.EL • M:\PORTLUDLOW112577 CASCADE FLOOD ABATEMENT 1PLANSET 1G-SHEETS\SITE PLAN S EETS.DWG, SITEPLAN5, 6/10/2013 10:41:18 AM, \\GOSECURITY\SEA_COLORLJ5550PCL5CPRINTROOM, By P MARSHALL ..w ,' 24 /a O O O O � 32 O O O 60 74 ).7\ a \ 1 ja \\ (244 r— 20 24 \ u �^� la '. —_ 6_ 39�. m m '. T2 _ _ 40 40 1'; ,3,5 25 i 42_____-_ \ \ 12 2 I „2 i; ■ P40 \\\�i--.`\ 24 16 16 r.�>� > 23 4i1 �` 1 24 -\. ^24-'\ /4 24 Z N O \ , ItI 46 '15 v 0 C 01V I _ `L4 \, r 0 .nom I _ .. - - _..\ _ 13 \\\ -0 1 e HEADWALL I_E. 277.2 _ _ i •vv I 12 \ \ `L4 -p- I , 1 A TYPE II GATCiF1 BASIN. i@-CIA. A'A \. \.' 'Sy 3% I'.. I •.`, � W/BEEHIVE GRATE — I lb,..4�\\\ 4s -- V I .12'24 or- RIM - 279.5 \ \ ,4 c1 . ,� I.E. - 276.0 16' CPEP N - vv .., o Ir 5a I.E. - 275.9 1B• CPEP N I - 1' 1 I my 1 I :II I 4 I I .40 ~ yp r 01 O D II w PP > O2 m 1 -I Fy P� ° ti Gig ,' ( 1 I 9' I '2S I m• n m mmi v I oo m E r I �II I -16 T§ II a v 28 V /�F I i. I I � III l g i ,,,yyy33�y�y TYPE II CATCH BASIN, 48- DIA. \ j - ' NO RIM - 275.0+ - -L I I.E. - 271.0 15- CPEP, NW I I I I.E. - 270.9 16' CPEP, S I I I I.E. - 271.0 6- ADS PERF PIPE N I I I 1 m> ti m in r0 -1 IA a S N I i o 12 I am i r I m_ mN I N �14 1 y Nm Ill ___ , `=f gm I I gymg � k i I fig$ ti H y .(TO BE REMOVED) I _ - - 0 I I m I p i 2- J OL m S I yV �I /�it I 7 i II b'i %, ;� / TYPE II CATCH BASIN, 46" DIA. g li Ii yo I1� ��� > T- RIM - 270.53 I.E. - 266.0 16 CPEP, N "I I I.E. - 266.0 68^ADS PERF PIPE N 1 I I', H _ 1 II I ;A; F L� i °'' 1L, 1 0 I y I DO " N N " N MATCHLINE STA 4+20-SEE SHEET 6 Al O O O 0 CO O 0 74 OD O O 14 -O T1 O FF Z OZ o g 1 m> s� + N -O I g PORT LUDLOW DRAINAGE DISTRICT pp��� DATE. FEB 2013 10 P JEFFERSON COUNTY WASHINGTON G�eE♦°° �eE of e� H: 1'=20' IA°° �.� ♦ SCALE:V: 1 -10' �CJ V _ y CASCADE FLOOD ABATEMENT ,�� � °�� DRAM: P.G.M. lamely ar/1 01 t/8 °°v]RGl♦ °°e WM e4 7 8 ? {e e �s •' ` CHECKED: LK.N. CONSULTING ENGINEERS (a PLAN AND PROFILE �'E/ONAL L�° 9�oxAL STATION 0+00 TO STATION 4+20 701 DE1f1ER AVENUE 140111 SUITE 200 No. REVISION DATE APPD APPROVED:N.E.L surnE WASWN670N 0B100•(206)264-0680 M:\PORTLUDLOW\12577 CASCADE FLOOD ABATEMENT\PLANSET\G-SHEETS\SITE PLAN SHEETS.DWG, SITEPLAN6, 6/10/2013 10:40',56 AM, \\cosEcuRITY\SEA_CCLORLJ5550PCL5CPRINTROOH, BY: P MARSHAL W N N N N10 N 01 N O o o $ 6 O o o MATCHLINE STA 4+20-SEE SHEET 5 I I 72:1 I I ,1 I 1 (TO BE REMOVED).. - 'II \- J I p , 20 y g ( G 1 V}1 mL� O / i I L Z Im I / I I 46" yh J „,i----11 ' u � e P II om — n 1 I o y m v I1 I zq 1 %/ cn o J / fTi: 1 m 1 2 L i M:\PORTLUDLOW\I 2577 CASCADE FLOOD ABATEMENT\PLANSET\G-SHEETS\SITE PLAN SHEETS.DWG, SITEPLAN7, 6/10/2013 10:40:39 AM, \\GOSECURITY\SEA_COLORLJ5550PCL5CPRINTROOM, BY: P MARSHAL i O O O O O o C / o V / i.:. I �I 41 • ‘• Z L/' / / 4 / / Sa ....----.N.'''---- / / -.. / o :1 \ y 0r � z 00 \ 1 N G / -----........_................._ O / / / / / / / yW O / / 0 Ut 0 0 iZ O O O O O O O f O 0 o e a F S Ea N DATE: FEB 2013 l § PORT LUDLOW DRAINAGE DISTRICT ¢R La 6 Q� JEFFERSON COUNTY WASHINGTON p; °e es d: 'Lr� °see SCALE:H' : 4 " CASCADE FLOOD ABATEMENT DRAWN: P.G.M. /1 p—O 7 Iwo �� E V M" VI1Ry CX B�OI'IIBs 'b ♦ NOS o 1 'b�\�♦�.qMne a .' S •?,�♦°�..e•`,ti P9;;.7014; CHECKED: LN.N. CONSULTING ENGINEERS 5 PLAN AND PROFILE '9�ONAL ° VIAL STATION 0+60 TO STATION 9+00 701 DEXTER AVENUE NORM SUITE 200 Na REVISION DATE APPD APPROVED: N.E.L. •EATRE. 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"a I. MM.),/4, V a"dy O1✓B � �7'�(�� TYPICAL STREAMSED CROSS SECTIONS TORH♦I,1' °1oM4c" CHECKED: LK.N. CONSULTING ENGINEERS AND TEMPLATES TR. OMEN AMEN NORTH SUITE 200 No. REVISION DATE APPO APPROVED:N.E.L SEAM&WASHINGTON 9010G.( )2154-OEIO 1 M:\PORTLUDLOW\12577 CASCADE FLOOD ABATEMENT\PLANSET\G-SHEETS\SITE PLAN SHEETS.DWG, SITEPLAN7, 6/11/2013 2:14:52 PM, \\GOSECURITY\SEA_COLORLJ5550PCL5CPRINTROOM, BY: P MARSHALL A J O Q Q o o ./ / / o V / }Q \]] / • / / II / /if I I I / / ■ / . \ ■ 1 I i I I o I ) /■ 84 j S O A -1, Fm -0 -el' m 0 ; \ \ _-� \ 1 / / 0 / // / / w /0 o / / N O rg O O Z -' - - :.4n a O O O O O -2nm O N O F • FC i _ Rr N g I' m T PORT LUDLOW DRAINAGE DISTRICT g��� DALE: FEB 2013 d g S JEFFERSON COUNTY WASHINGTON G, B L '05: ��e `� _�� '•� T. a''• SCALE: qI y CASCADE FLOOD ABATEMENT DRANK: P.G.M. PLAN AND PROFILE s7mlAL Oc. °.0er"rt1Nl CHECKED: LK.N. CONSULTING ENGINEERS STATION 4+60 TO STATION 9.00 701 OEXIER AVENUE NWM 200 SUM] No. REVISION DATE APPD APPROVED:N.EL SEATTLE.WASHINGTON 88109'(200)884-0880 David W. Johnson From: David W. Johnson Sent: Tuesday, December 30, 2014 3:09 PM To: DOE SEPA Register(separegister @ecy.wa.gov); sepaunit @ecy.wa.gov Cc: David W. Johnson Subject: SEPA Checklist and Notice of Application for MLA14-00100 Cascade Flood Abatement Attachments: MLA14-00100 SEPA Checklist.pdf; mla14-00100noa.docx Attached SEPA Checklist and Notice of Application. David Wayne Johnson - LEED AP- Neighborhood Development Associate Planner- Port Ludlow Lead Planner Department of Community Development Jefferson County 360.379.4465 ' 4'LEE° ND Mission: To preserve and enhance the quality of life in Jefferson County by promoting a vibrant economy, sound communities and a healthy environment. SAVE PAPER - Please do not print this e-mail unless absolutely necessary All e-mail may be considered subject to the Public Records Act and as such may be disclosed to a third-party requester. )efforw rt Ctznrty Co rtrwnt of Cornnuolty C vhlocren yiii N"4 u RE v- s . Batter Building Starts Here. F,+1.'1Mr,Mn V.Prot 1Owewnx,WA 98114 I <OK APV.,.$t#SW,wa in 1 . S ON co DEPARTMENT OF COMMUNITY DEVELOPMENT' LS.;•c .:: 621 Sheridan Street,Port Townsend,WA 98368 ��'' ,,,,,. Tel 360.379.44 0 Fax 360.379.4451 'y i i ,„/ Web WWW co Jefferson.wa.us/communitydevelopment �4GV 2 2014- E-mail:dcd aco left rson.wa.us _ .1::FFEiiSON MINN ')Li ' ,fir CcromUNIlYDEVELOPMENT STORMWATER CALCULATION WORKSHEE MLA# I l b d PROJECT/APPLICANT NAME: DETERMINING STORMWATER MANAGEMENT REQUIREMENTS:This stormwater calculation worksheet should be completed first to classify the proposal as "small,” "medium," or "large." The size determines whether a Stormwater Site Plan is required in conjunction with a stand-alone stormwater management permit application, building permit application,or other land use approval application that involves stormwater review. The basic information will also be helpful for completing a Stormwater Site Plan, if required. PARCEL SIZE(I.E.,SITEI Size of parcel 0'53 acres An acre contains 43,560 square feet. Multiply the acreage by this figure. Size of parcel in square feet 23,100 sq/ft Land-disturbing activity is any activity that results in movement of earth,or a change in the existing soil cover(both vegetative and non-vegetative)and/or the existing soil topography. Land disturbing activities include,but are not limited to clearing,grading,filling, excavation,and compaction associated with stabilization of structures and road construction. Native vegetation is vegetation comprised on plant species, other than noxious weeds,that are indigenous to the coastal region of the Pacific Northwest and which reasonably could have been expected to naturally occur on the site. Examples include species such as Douglas fir, western hemlock, western red cedar, alder, big-leaf maple, and vine maple; shrubs such as willow, elderberry, salmonberry,and salal; herbaceous plants such as sword fern,foam flower,and fireweed. LAND DISTURBING ACTIVITY, CONVERSION OF NATIVE VEGETATION, AND VOLUME OF CUT/FILL Calculate the total area to be cleared, graded, filled, Answer the following two questions related to excavated, and/or compacted for proposed development conversion of native vegetation: project. Include in this calculation the area to be cleared for: Does the project convert%acres or more of Construction site for structures 0 sq/ft native vegetation to lawn or landscaped areas'? Drainfield,septic tank,etc. 0 sq/ft Circle: Yes No Well, utilities, etc. 23,100 sq/ft Does the project convert 2'/ acres or more of native vegetation to pasture? Driveway, parking, roads, etc. 0 sq/ft Circle: Yes No Lawn, landscaping,etc. 0 sq/ft Other compacted surface, etc. 0 sq/ft Indicate Total Volumes of Proposed: Total Land Disturbance 23,100 sq/ft Cut 0 Fill (cu/yd) Impervious surface is a hard surface that either prevents or retards the entry of water into the soil mantle as under natural conditions prior to development. A hard surface area which causes water to run off the surface in greater quantities or at an increased rate of flow from the flow present under natural conditions prior to development. Common impervious surfaces include, but are not limited to roof tops,walkways, patios, driveways, parking lots or storage areas, concrete or asphalt paving,gravel roads, packed earthen materials,and oiled, macadam or other surfaces which similarly impede the natural infiltration of stormwater. stermwater talc worksheet—REV.10/20/2014 1 STORMWATER CALULATIONS–IMPERVIOUS SURFACE NEW EXISTING Structures(all roof area) sq/ft Structures(all roof area) 0 sq/ft Sidewalks 0 sq/ft Sidewalks 0 sq/ft Patios sq/ft Patios 0 sq/ft Solid Decks 0 sq/ft Solid Decks 0 sq/ft (without infiltration below) (without infiltration below) Driveway, parking, roads, etc 0 sq/ft Driveway, parking, roads, etc 0 sq/ft Other 0 sq/ft Other 0 sq/ft Total New 0 sq/ft Total Existing 0 sq/ft TOTAL NEW+ TOTAL EXISTING` 0 sq/ft This amount will be used to check total lot coverage. The following questions will help determine whether the proposed project is considered development or redevelopment. DEVELOPMENT v. REDEVELOPMENT Divide the total existing impervious surface above by the size of the parcel and convert to a percentage: 0 Does the site have 35%or more of existing impervious surface? Circle: Yes No FURTHER INSTRUCTIONS: If the answer is yes,the proposal is considered redevelopment and the attached Figure 2 should be used to determine the applicable Minimum Requirements. If the answer is no, the proposal is considered new development and the attached Figure 1 should be used. At this juncture, the applicant should refer to the applicable Flow Chart to determine the Minimum Requirements for stormwater management. DCD staff will help verify the classification of the project and the application requirements. For proponents of "small" projects who must comply only with Minimum Requirement #2—Construction Stormwater Pollution Prevention—an additional submittal is not required. The proponent is responsible for employing the 12 Elements to control erosion and prevent sediment and other pollutants from leaving the site during the construction phase of the project. Pick up the Construction Stormwater Pollution Prevention (SWPP) Best Management Practices (BMPS) Packet. Proponents of "medium" projects—those that must meet only Minimum Requirements#1 through#5—and for"large" projects—those that must meet all 10 Minimum Requirements—are required to submit a Stormwater Site Plan. DCD has prepared a submittal template of a Stormwater Site Plan, principally for rural residential projects. Complete the template in the Stormwater Site Plan Instructions and Submittal Template or prepare a Stormwater Site Plan using the step-by-step guidance in the Storm water Management Manual. APPLICANT SIGNATURE By signing the Stormwater Calculation Worksheet,I as the applicant/owner attest that the information provided herein is true and correct to the best of my knowledge. I also certify that this application is being made with the full knowledge and consent of all owners of the affected property. WNER OR AUTH EUTf IZR EPRESENTATIVE SIGNA RE) / (DAVE' FOR OFFICE USE ONLY SMALL MEDIUM LARGE REDEVELOPMENT Stormwater Site Plan: Yes No stormwater calc worksheet—REV.1 0/2 012 01 4 FIGURE 1 : NEW DEVELOPMENT Start Here Does the site have Yes See Redevelopment 35%or more of Minimum existing impervious Requirements and coverage? Flow Chart (Figure 2) No Does the project convert 3/4 acres or more of native ■ vegetation to lawn or Does the project add No landscaped areas, or 5,000 square feet or convert 2.5 acres or more • more of new of native vegetation to impervious surfaces? pasture? Yes Yes No ■ Does the project have 2,000 square feet or "LARGE" PROJECT more of new, replaced, All Minimum Requirements or new plus replaced apply to the new impervious impervious surfaces? surfaces and converted pervious surfaces. Yes , No "MEDIUM" PROJECT Does the project have Minimum Requirements #1 land-disturbing through #5 apply to the new activities of 7,000 and replaced impervious square feet or more? surfaces and the land disturbed. No "SMALL" PROJECT See Minimum Requirement #2, Construction Stormwater Pollution Prevention Based on Fig.2.2 from 2001 Ecology Stormwater Management Manual for Western Washington I ON JEFFERSON COUNTY , v - " DEPARTMENT OF COMMUNITY `. DEVELOPMENT 4.,i_,,,,•,`" 621 Sheridan Street, Port Townsend,WA 983681 Web:www.co.iefferson.wa.uslcommunitydevelopment Tel: 360.379.4450 1 Fax: 360.379.4451 1 Email:dcd @co.jefferson.wa.us SquareONE Resource Center Building Permits&Inspections I Development Review I Long Range Planning December 26, 2014 LUDLOW MAINTENANCE COMM PO BOX 65060 PORT LUDLOW WA 98365-0060 RE: SITE ADDRESS: MLA#: MLA14-00100 Dear LUDLOW MAINTENANCE COMM: Jefferson County Department of Community Development staff has reviewed the application materials for the above project proposal and has determined that the application is substantially complete. Additional information needed for project review may be requested in writing by the Director or Project Planner. Please call the Department of Community Development if you have any questions. Sincerely, David Wayne Johnson Department of Community Development Staff c: File GRAY OSORNE INC 701 DEXTER AVE N SUITE#200 SEATTLE WA 98109 _.`) JEFFERSON COUNTY '.. '4, DEPARTMENT OF COMMUNITY DEVELOPMENT ` ,./,.,,,,,v•,''` y 621 Sheridan Street, Port Townsend, WA 983681 Web: www.co.iefferson.wa.us/communitydevelopment Tel: 360.379.4450 I Fax: 360.379.4451 1 Email:dcd a(�cojefferson.waus SquareONE Resource Center I Building Permits&inspections I Development Review I Long Range Planning December 26, 2014 Dear Reviewer, RE: MLA14-00100 Jefferson County has forwarded the attached application to you for review and comment because your agency is responsible for determining compliance with state and federal requirements or may otherwise be affected by the following proposal: This proposal is subject to environmental review and threshold determination under the State Environmental Policy Act (SEPA). Location: Comments must be received within fourteen (14) calendar days or by January 9, 2015. If no written response has been received within fourteen (14) days, your agency will be presumed to have no comments. If necessary, the UDC administrator may grant an extension of time for comment. Please contact at(360)379-4450 if you desire an extension of time or have additional questions regarding this proposal. Thank you in advance for your attention to this matter. Sincerely, David Wayne Johnson c: , \\tidemark\data\forms\F MLT AppSubstComplt.rpt 12/26/2014 PRE13-00023 Pre-Application Conference Port Ludlow Drainage District Cascade Land Flood Abatement County Attendees: David Wayne Johnson DCD; Time & Date: October 16, 2013 fpm Owner/Applicant: Port Ludlow Drainage District Legal Description: Parcel Numbers: 990 404 103, 990 400 416 - 990 400 429, Section 9, Township 28N, Range 1E, located on the west side of Rainier Ln north of Walker Way and between Olympic Ln and Cascade Ln notrth of Walker Way, Port Ludlow 98365. Representative: Nancy Lockett, Gray & Osborne Description of Proposal: Drainage improvements. PUBLIC WORKS • Public Works Right-of-Way permit • Basin modeling to determine feasibility DEVELOPMENT REVIEW DIVISION — LAND USE PERMITTING • MPR- SF • Stormwater Management permit required • SEPA required Mapped Critical Areas: • No Mapped Critical Areas Application & Fees: • Complete Application for Stormwater Management Permit Includes: o Master Permit Application for: • Stormwater Management (Fee: $380.00) o Engineered Stormwater Plan o SEPA Checklist (Fee: $919.00) Contact Permit Tech at 360-379-4452 for application submittal appointment PRE13-00023 PLDD Cascade Flood Abatement Page 1 of 1 SOr ro JEFFERSON COUNTY U DEPARTMENT OF COMMUNITY DEVELOPMENT 621 Sheridan Street I Port Townsend,WA 98368 I Web: www.co.iefferson.wa.us/communitydevelopment 4ysNo Tel: 360.379.4450 I Fax:360.379.4451 I Email:dcd @co.jefferson.wa.us Building Permits&Inspections I Development Consistency Review I Long Range Planning I Watershed Stewardship Resource Center FINAL MITIGATED DETERMINATION OF NON-SIGNIFICANCE AND LEAD AGENCY STATUS DATE: March 6,2015 PROPONENTS: Port Ludlow Drainage District PO Box 65261 Port Ludlow, WA 98365 REPRESENTATIVE: Dwayne Wilcox,Commissioner PROPOSAL: Cascade Flood Abatement - The project will improve approximately 1,650 LF of manmade ditch along Rainier Lane and Walker Way, install approximately 90 LF of new culvert on Walker Way immediately south of Rainier Lane, install 830 LF of 18 -inch stormwater pipe primarily in the easement between properties along Olympic Lane and Cascade Lane, and improve an existing culvert at the intersection of Walker Way and Oak Bay Road in Port Ludlow. The work will include clearing and grubbing, re-grading of the existing ditches, and installation of the stormwater pipe and culvert. This project will direct stormwater tributary to Cascade Lane from within the Greenbelt from flowing onto adjacent private properties. The project requires a Type I Stormwater Permit with SEPA review, a Road Approach Permit, Tree and Vegetation Removal Approval from Jefferson County and a Construction Stormwater General Permit from the Department of Ecology. LOCATION OF PROPOSAL: The project is located within Sections 8 & 9 of Township 28N, Range 1 E. The existing drainage ditches along Rainier Lane and Walker Way extending 500 feet north and 1,150 feet east of the intersection of the two roads will be improved. The stormwater pipe will be installed between the properties on Olympic Lane and Cascade Lane, from the Greenbelt to Walker Road. The culvert improvement is located at the intersection of Walker Road and Oak Bay Road. LEGAL DESCRIPTION: See attachment—supplemental information—multiple properties NOTICE OF LEAD AGENCY: Jefferson County has determined that it is the lead agency for the above- described proposal. NOTICE OF NON-SIGNIFICANCE: Jefferson County has determined that the above described proposal, conducted in conformance with the applicable Jefferson County Codes and Ordinances, would not have a probable significant adverse impact on the environment, and an environmental impact statement is not required under RCW 43.21C.030(2)(c). This decision was made after review of a completed environmental checklist ZON I4-00050/MLA 14-00100 PLDD Cascade Flood Abatement Page 1 of 2 and other information on file with the Jefferson County Development Review Division and an inspection of the site. COMMENT PERIOD: This final determination is issued pursuant WAC 197-11-340(2)(f). Jefferson County has considered comments on its preliminary determination of nonsignificance. There is no additional comment period. APPEAL PERIOD: Any appeal of this determination on the basis of noncompliance with the provisions of Chapter 43.21c RCW (State Environmental Policy Act) must be submitted in writing to Superior Court within 21 days of issuance of this determination. Carl Smith, Director of Department of Community Development Date ZON I 4-00050/MLA 14-00100 PLDD Cascade Flood Abatement Page 2 of 2 Master Permit Application Supplemental Information Project Description: Drainage Improvements to direct surface runoff from rainier Lane, Cascade Lane and the west portion of the Rainier-Oak Bay reserve area to Walker Way. The project includes enhancement of existing ditches and culvert inlets on Rainier Lane and Walker Way, a piped drainage system from the reserve area to Walker Way through the existing utility easement located between Olympic Lane and Walker Way and culvert replace in the reserve area on the southwest corner of Walker Way and Oak Bay Road. Tax Parcel Number: County right-of-way— Rainier Lane and Walker Way. Reserve area — Parcel No. 990404103 (Port Ludlow No. 1 Area 4, Reserve Area) Reserve area — Parcel No. 990400173 (Port Ludlow No. 1 Area 1, Reserve Area) Utility easement parcels 990400416 — 990400429 Property Size: (area disturbed) 0.53 acres Site Address and/or Directions to Property: 1) Rainer Lane, west ditch from approximately 500 feet west of Walker Way to Walker Way 2) Walker Way, north ditch from Rainier Lane to Olympic Lane and south ditch from Olympic Lane to approximately 300 east of Cascade Lane 3) Utility easement and reserve area between Olympic Lane and Cascade Lane to Walker Way 4) Southwest corner of Walker Way and Oak Bay Road intersection Property Owners of Record: Rainer Lane and Walker Way right-of-way — Jefferson County Parcel No.— Ludlow Maintenance Commission, P.O. Box 65060, Port Ludlow, WA 98365 Parcel No. Parcel Owner Address Phone Rainer Lane and Jefferson County Public Works 360-385-9160 Walker Way right-of- 623 Sheridan St. way Port Townsend, WA 98368 990404103 Ludlow Maintenance P.O. Box 65060 360-437-9201 Commission Port Ludlow, WA 98365 990400173 Ludlow Maintenance P.O. Box 65060 360-437-9201 Commission Port Ludlow, WA 98365 990400416 Barnes 103 Cascade Lane 360-437-4120 Port Ludlow, WA 98365 990400417 Collins 95 Cascade Lane 360-437-0110 Port Ludlow, WA 98365 990400418 Carver (vacant) 12669 Shorewood 206-243-3175 Drive SW Burien, WA 98146 990400419 Carver 12669 Shorewood 206-243-3175 Drive SW Burien, WA 98146 990400420 Raab 61 Cascade Lane 360-437-8143 Port Ludlow, WA 98365 990404103 Ludlow Maintenance P.O. Box 65060 360-437-9201 Commission Port Ludlow, WA (greenbelt) 98365 990400421 Chard 2F NO 40, Lane 600 -- Wu Xing St. Taipei Taiwan 110 990400422 McCrary (vacant) 171 Robbins Road 360-385-2849 _ Nord land, WA 98358 990400423 Alber (vacant) P.O. Box 771 360-554-4201 Port Townsend, WA 98368 990400424 Browning (vacant) 24 Nantucket Place 360-379-0702 Port Townsend, WA 98368 990400425 Jeromchek (vacant) 60 Maple Lane 360-437-9753 Port Ludlow, WA 98365 990400426 Torres 46 Olympic Lane 808-345-4073 Port Ludlow, WA 98365 990400427 Snow P.O. Box 65105 360-437-0529 Port Ludlow, WA 98365 990400428 Nilssen (vacant) 46 Village Way 916-849-8429 PMB 117 Port Ludlow 98635 990400429 Endsley 102 Olympic Lane 360-437-2538 Port Ludlow, WA 98365 SEPA ENVIRONMENTAL CHECKLIST UPDATED 2014 Purpose of checklist: Governmental agencies use this checklist to help determine whether the environmental impacts of your proposal are significant. This information is also helpful to determine if available avoidance, minimization or compensatory mitigation measures will address the probable significant impacts or if an environmental impact statement will be prepared to further analyze the proposal. Instructions for applicants: Jhelpl This environmental checklist asks you to describe some basic information about your proposal. Please answer each question accurately and carefully, to the best of your knowledge. You may need to consult with an agency specialist or private consultant for some questions. You may use "not applicable" or "does not apply" only when you can explain why it does not apply and not when the answer is unknown. You may also attach or incorporate by reference additional studies reports. Complete and accurate answers to these questions often avoid delays with the SEPA process as well as later in the decision- making process. The checklist questions apply to all parts of your proposal, even if you plan to do them over a period of time or on different parcels of land. Attach any additional information that will help describe your proposal or its environmental effects. The agency to which you submit this checklist may ask you to explain your answers or provide additional information reasonably related to determining if there may be significant adverse impact. Instructions for Lead Agencies: Please adjust the format of this template as needed. Additional information may be necessary to evaluate the existing environment, all interrelated aspects of the proposal and an analysis of adverse impacts. The checklist is considered the first but not necessarily the only source of information needed to make an adequate threshold determination. Once a threshold determination is made, the lead agency is responsible for the completeness and accuracy of the checklist and other supporting documents. Use of checklist for nonproject proposals:f helpl For nonproject proposals (such as ordinances, regulations, plans and programs), complete the applicable parts of sections A and B plus the SUPPLEMENTAL SHEET FOR NONPROJECT ACTIONS (part D). Please completely answer all questions that apply and hote that the words "project," "applicant," and "property or site" should be read as "proposal," "proponent," and "affected geographic area," respectively. The lead agency may exclude (for non-projects) questions in Part B - Environmental Elements —that do not contribute meaningfully to the analysis of the proposal. A. background Jhelpl z 1. Name of proposed project, if applicable: 'help]. I '_! 0 7 n'1 V E r Cascade Flood Abatement i ! � 2 0 2014 2. Name of applicant: Jhelpl NOV II Port Ludlow Drainage District i V� 1 krF.:_I;z.;.'f CANTY `'T O C3 IMUNITY DEVELOPMENT SEPA Environmental checklist(WAC 197-11-960) May 2014 Page 1 of 14 3. Address and phone number of applicant and contact person: Jhelpl Port Ludlow Drainage District P.O. Box 65261 Port Ludlow, WA 98365 Contact: Mr. Dwayne Wilcox, Commissioner 4. Date checklist prepared: Jhelpl October 2, 2014 5. Agency requesting checklist: Jhelpl Jefferson County 6. Proposed timing or schedule (including phasing, if applicable): [help.' Construction is expected to begin in Summer of 2015 7. Do you have any plans for future additions, expansion, or further activity related to or connected with this proposal? If yes, explain. Jhelpl No. 8. List any environmental information you know about that has been prepared, or will be prepared, directly related to this proposal. Jhelpl Hydrologic/hydraulic modeling has been completed to estimate the peak flow rate of stormwater runoff that will be carried by the conveyance improvements. 9. Do you know whether applications are pending for governmental approvals of other proposals directly affecting the property covered by your proposal? If yes, explain. Jhelpl None known. 10. List any government approvals or permits that will be needed for your proposal, if known. Jhelpl Jefferson County: Stormwater Management Permit , Road Approach Permit; TreeNegetation Request Department of Ecology: Construction Stormwater General Permit 11. Give brief, complete description of your proposal, including the proposed uses and the size of the project and site. There are several questions later in this checklist that ask you to describe certain aspects of your proposal. You do not need to repeat those answers on this page. (Lead agencies may modify this form to include additional specific information on project description.) Jhelpl The project will improve approximately 1,650 LF of manmade ditch along Rainier Lane and Walker Way, install approximately 90 LF of new culvert on Walker Way immediately south of Rainier Lane, install 830 LF of 18-inch stormwater pipe primarily in the easement between properties along Olympic Lane and Cascade Lane, and improve an existing culvert at the intersection of Walker Way and Oak Bay Road in Port Ludlow. The work will include clearing and grubbing, re-grading of the existing ditches, and installation of the stormwater pipe and culvert. This project will direct stormwater tributary to Cascade Lane from within the Greenbelt from flowing onto adjacent private properties. SEPA Environmental checklist(WAC 197-11-960) May 2014 Page 2 of 14 V 12. Location of the proposal. Give sufficient information for a person to understand the precise location of your proposed project, including a street address, if any, and section, township, and range, if known. If a proposal would occur over a range of area, provide the range or boundaries of the site(s). Provide a legal description, site plan, vicinity map, and topographic map, if reasonably available. While you should submit any plans required by the agency, you are not required to duplicate maps or detailed plans submitted with any permit applications related to this checklist. Jhelpl The project is located within Sections 8 & 9 of Township 28N, Range 1 E. The existing drainage ditches along Rainier Lane and Walker Way extending 500 feet north and 1,150 feet east of the intersection of the two roads will be improved. The stormwater pipe will be installed between the properties on Olympic Lane and Cascade Lane, from the Greenbelt to Walker Road. The culvert improvement is located at the intersection of Walker Road and Oak Bay Road. The project plans are included as Appendix A. B. ENVIRONMENTAL ELEMENTS Jhelpl 1. Earth a. General description of the site Jhelpl (circle one): Flat, rolling, hilly, steep slopes, mountainous, other b. What is the steepest slope on the site (approximate percent slope)?Jhelpl 16% c. What general types of soils are found on the site (for example, clay, sand, gravel, peat, muck)? If you know the classification of agricultural soils, specify them and note any agricultural land of long-term commercial significance and whether the proposal results in removing any of these soils. Jhelpl The U.S. Geological Survey identifies the soils on the site as Alderwood gravelly sandy loam. Sand and gravel barns, glacial till. Accumulated sediment and soil will be removed in the existing ditches —ditch maintenance, and soil will be removed during excavation for the new drainage pipe. If native soils are suitable it will be used for pipe backfill. d. Are there surface indications or history of unstable soils in the immediate vicinity? If so, describe. Jhelpl No. e. Describe the purpose, type, total area, and approximate quantities and total affected area of any filling, excavation, and grading proposed. Indicate source of fill. Jhelpl Excavation to improve cross-section of existing ditch —480 CY. Excavation to install new drainage pipe — 1,000 CY Trench Backfill — 65 CY import material, 935 CY native material (trench excavation material) No fill proposed. SEPA Environmental checklist(WAC 197-11-960) May 2014 Page 3 of 14 f. Could erosion occur as a result of clearing, construction, or use? If so, generally describe. 'help] Work during rainfall runoff events could result in erosion in the work area. Timing of the project will be planned during the summer when these events are less likely. Erosion control measures will be employed to minimize the potential for erosion. g. About what percent of the site will be covered with impervious surfaces after project construction (for example, asphalt or buildings)?Jhelpl No new or replaced impervious surfaces are proposed as a result of this project. h. Proposed measures to reduce or control erosion, or other impacts to the earth, if any: jhelpl Timing of the project work and best management practices for erosion control will be implemented to control the potential for erosion from this project. Ground disturbing activities will be restricted to the dry summer months as much as possible. 2. Air a. What types of emissions to the air would result from the proposal during construction operation, and maintenance when the project is completed? If any, generally describe and give approximate quantities if known. jhelpl Equipment emissions will occur during construction of the project. Once construction is completed, no emissions will occur. b. Are there any off-site sources of emissions or odor that may affect your proposal? If so, generally describe. Jhelpl No. c. Proposed measures to reduce or control emissions or other impacts to air, if any: [help] Construction equipment will be maintained in proper working order. 3. Water a. Surface Water: Jhelpl 1) Is there any surface water body on or in the immediate vicinity of the site (including year-round and seasonal streams, saltwater, lakes, ponds, wetlands)? If yes, describe type and provide names. If appropriate, state what stream or river it flows into. Jhelpl Port Ludlow Bay, Puget Sound (Admiralty Inlet) 2) Will the project require any work over, in, or adjacent to (within 200 feet) the described waters? If yes, please describe and attach available plans. Jhelpl The project is located at least 800 feet away from the shoreline. 3) Estimate the amount of fill and dredge material that would be placed in or removed from surface water or wetlands and indicate the area of the site that would be affected. Indicate the source of fill material. Jhelpl None. 4) Will the proposal require surface water withdrawals or diversions? Give general description, purpose, and approximate quantities if known. Jhelpl SEPA Environmental checklist(WAC 197-11.960) May 2014 Page 4 of 14 No. 5) Does the proposal lie within a 100-year floodplain? If so, note location on the site plan. Jnetpl No, the project is located at least 800 feet from the 100-year floodplain. 6) Does the proposal involve any discharges of waste materials to surface waters? If so, describe the type of waste and anticipated volume of discharge. [help] No. b. Ground Water: 1) Will groundwater be withdrawn from a well for drinking water or other purposes? If so, give a general description of the well, proposed uses and approximate quantities withdrawn from the well. Will water be discharged to groundwater? Give general description, purpose, and approximate quantities if known. 'help' No. 2) Describe waste material that will be discharged into the ground from septic tanks or other sources, if any (for example: Domestic sewage; industrial, containing the following chemicals. . . ; agricultural; etc.). Describe the general size of the system, the number of such systems, the number of houses to be served (if applicable), or the number of animals or humans the system(s) are expected to serve. None. c. Water runoff(including stormwater): 1) Describe the source of runoff(including storm water) and method of collection and disposal, if any (include quantities, if known). Where will this water flow? Will this water flow into other waters? If so, describe. JheIpl This project will construct and improve the drainage ditches along Rainier Lane and Walker Way. Runoff into the project area flows from the properties along Rainier Lane from Swansonville Road to Walker Road as well as from the properties along the cul-de-sacs perpendicular to Walker Road (Olympic Lane, Cascade Lane, Cressey Lane, Helm Lane, and Gamble Lane) and the cul- de-sacs draining to the west end of the greenbelt (Camano Lane and Resolute Lane). Currently, the water flows to Puget Sound through a culvert under Oak Bay Road near the Port Ludlow Marina. The flow from the project area will continue to discharge to the culvert under Oak Bay Road after implementation of the project. The source of water is stormwater runoff. The following table shows the predicted peak flow during a 100-year storm event at various intersections along the project. Intersection Peak 100-year Flow Rainier Lane and Walker Way 4.86 cfs Walker Way and Cascade Lane 17.82 cfs Walker Way and Oak Bay Road 33.48 cfs 2) Could waste materials enter ground or surface waters? If so, generally describe. JheIpl Existing land uses contribute pollutants typical of residential development including pet wastes, fertilizers, and oil/grease from roadways. SEPA Environmental checklist(WAC 197-11.960) May 2014 Page 5 of 14 3) Does the proposal alter or otherwise affect drainage patterns in the vicinity of the site? If so, describe. The project will redirect drainage from a a ditch located on private property that discharges to Cascade Lane to the proposed drainage pipe in the existing utilty easement between Olympic and Cascade Lanes. Drainage from the project site will ultimately discharge to Puget Sound through the culvert across Oak Bay Road, as currently happens. d. Proposed measures to reduce or control surface, ground, and runoff water, and drainage pattern impacts, if any: The proposed project will mitigate flooding that currently affects properties adjacent to the Greenbelt along Cascade Lane. 4. Plants Jhelpl a. Check the types of vegetation found on the site: Jhelpl _X_deciduous tree: alder, maple, aspen, other _X_evergreen tree: fir, cedar, pine, other X shrubs _X_grass pasture crop or grain Orchards, vineyards or other permanent crops. _X_wet soil plants: cattail, buttercup, bullrush, skunk cabbage, other water plants: water lily, eelgrass, milfoil, other other types of vegetation b. What kind and amount of vegetation will be removed or altered? [help' k42,e)-- Approximately four trees greater than 12-inch diameter will be removed from the project site to install storm pipe. Two trees are located with the existing utility easement and two trees are .`,> located within the greenbelt. Forest understory will be removed along the approximately 100 ft of the piped alignment within the greenbelt and the eastern approximately 100 ft. of the utility easement. The remainder of the utility easement is generally grass or gravel french drain rock. Existing grass and weeds in the roadside ditches will be removed when the ditches are regarded. The roadside drainage ditches will be revegetated with grass. c. List threatened and endangered species known to be on or near the site. Jhelpl None known. d. Proposed landscaping, use of native plants, or other measures to preserve or enhance vegetation on the site, if any: Jhelpl The project proposes to install mulch for erosion control of disturbed areas after construction is complete. The mulch will allow native vegetation to re-establish within the area. d. List all noxious weeds and invasive species known to be on or near the site. None known. SEPA Environmental checklist(WAC 197-11-960) May 2014 Page 6 of 14 5. Animals a. List any birds and other animals which have been observed on or near the site or are known to be on or near the site. Examples include: Jhelpl birds: hawk, heron, eagle, songbirds, other: mammals: deer, bear, elk, beaver, other: fish: bass, salmon, trout, herring, shellfish, other b. List any threatened and endangered species known to be on or near the site. Jhelpl The IPaC lists the following threatened or endangered species known to be near the site: Bald Eagle, Northern Spotted Owl, Marbled Murrelet, Short-Tailed Albatross, Bull Trout. It is not anticipated that any of these species would be located in the specific construction area, which is primarily within the right-of-way. c. Is the site part of a migration route? If so, explain. Jhelpl No. d. Proposed measures to preserve or enhance wildlife, if any: Jhelpl None. e. List any invasive animal species known to be on or near the site. None known. 6. Energy and natural resources a. What kinds of energy (electric, natural gas, oil, wood stove, solar) will be used to meet the completed project's energy needs? Describe whether it will be used for heating, manufacturing, etc. Jhelpl The completed project will have no energy requirements. b. Would your project affect the potential use of solar energy by adjacent properties? If so, generally describe. Jhelpl No. c. What kinds of energy conservation features are included in the plans of this proposal? List other proposed measures to reduce or control energy impacts, if any: Jhelpl None necessary. 7. Environmental health a. Are there any environmental health hazards, including exposure to toxic chemicals, risk of fire and explosion, spill, or hazardous waste, that could occur as a result of this proposal? If so, describe. Jhelpl Typical construction equipment and methods will be used for the construction. There is a potential for fuel or hydraulic fluid spill. Best management practices will be used to limit this potential. 1) Describe any known or possible contamination at the site from present or past uses. SEPA Environmental checklist(WAC 197-11-960) May 2014 Page 7 of 14 None known. 2) Describe existing hazardous chemicals/conditions that might affect project development and design. This includes underground hazardous liquid and gas transmission pipelines located within the project area and in the vicinity. None. 3) Describe any toxic or hazardous chemicals that might be stored, used, or produced during the project's development or construction, or at any time during the operating life of the project. Chemicals or materials associated with typical construction equipment and methods will be present during the project's construction. Best management practices will be used to protect the project area and surroundings during construction. 4) Describe special emergency services that might be required. Emergency services required to respond to a construction accident may be required. The completed project will not require any special emergency services. 5) Proposed measures to reduce or control environmental health hazards, if any: None. b. Noise 1) What types of noise exist in the area which may affect your project (for example: traffic, equipment, operation, other)?Jhelpl Construction equipment noise will be present during the project. 2) What types and levels of noise would be created by or associated with the project on a short-term or a long-term basis (for example: traffic, construction, operation, other)? Indi- cate what hours noise would come from the site. Jhelpl Short term noise impacts will include construction equipment. Hours of operation are limited by contract and are generally from 7 a.m. to 6 p.m. 3) Proposed measures to reduce or control noise impacts, if any: [help' Construction equipment will meet all applicable noise suppression requirements. 8. Land and shoreline use a. What is the current use of the site and adjacent properties?Will the proposal affect current land uses on nearby or adjacent properties? If so, describe. [help' Land use in the area is Single Family Residential (MPR-SFR 4:1). The proposal will not affect current land uses. b. Has the project site been used as working farmlands or working forest lands? If so, describe. How much agricultural or forest land of long-term commercial significance will be converted to other uses as a result of the proposal, if any? If resource lands have not been designated, how many acres in farmland or forest land tax status will be converted to nonfarm or nonforest use? [help.' No. SEPA Environmental checklist(WAC 197-11-960) May 2014 Page 8 of 14 1) Will the proposal affect or be affected by surrounding working farm or forest land normal business operations, such as oversize equipment access, the application of pesticides, tilling, and harvesting? If so, how: No. c. Describe any structures on the site. Jhelpl None. d. Will any structures be demolished? If so, what?Jhelpl No. e. What is the current zoning classification of the site?Jhelpl Single Family Residential (MPR-SFR4:1) f. What is the current comprehensive plan designation of the site?Jhelpl Master Planned Resort g. If applicable, what is the current shoreline master program designation of the site?Jhelpl Suburban h. Has any part of the site been classified as a critical area by the city or county? If so, specify. Jhelpl The project area is located in a designated Wildlife and Habitat Critical Area. See attached Appendix B. i. Approximately how many people would reside or work in the completed project?Jhelpl None. j. Approximately how many people would the completed project displace? Jhelpl None. k. Proposed measures to avoid or reduce displacement impacts, if any: Jhelpl None necessary. L. Proposed measures to ensure the proposal is compatible with existing and projected land uses and plans, if any: Jhelpl None necessary. m. Proposed measures to ensure the proposal is compatible with nearby agricultural and forest lands of long-term commercial significance, if any: None necessary. 9. Housing a. Approximately how many units would be provided, if any? Indicate whether high, mid- dle, or low-income housing. Jhelpl SEPA Environmental checklist(WAC 197-11-960) May 2014 Page 9 of 14 • None. b. Approximately how many units, if any, would be eliminated? Indicate whether high, middle, or low-income housing. fhelpj None. c. Proposed measures to reduce or control housing impacts, if any: Jhelpl None necessary. 10. Aesthetics a. What is the tallest height of any proposed structure(s), not including antennas; what is the principal exterior building material(s) proposed? Jhelpl Not applicable. b. What views in the immediate vicinity would be altered or obstructed?Jhelpl None. c. Proposed measures to reduce or control aesthetic impacts, if any: Jhelpl The ditches will be revegetated. 11. Light and glare a. What type of light or glare will the proposal produce? What time of day would it mainly occur? Jhelpl None. b. Could light or glare from the finished project be a safety hazard or interfere with views? [help.' No. c. What existing off-site sources of light or glare may affect your proposal? Jhelpl None. d. Proposed measures to reduce or control light and glare impacts, if any: [help] None necessary. 12. Recreation a. What designated and informal recreational opportunities are in the immediate vicinity? jhelpl Resort community, walking trails. b. Would the proposed project displace any existing recreational uses? If so, describe. Jhelpl No. c. Proposed measures to reduce or control impacts on recreation, including recreation opportunities to be provided by the project or applicant, if any: Jhelpl None necessary. 13. Historic and cultural preservation SEPA Environmental checklist(WAC 197-11-960) May 2014 Page 10 of 14 a. Are there any buildings, structures, or sites, located on or near the site that are over 45 years old listed in or eligible for listing in national, state, or local preservation registers located on or near the site? If so, specifically describe. (help] No. b. Are there any landmarks, features, or other evidence of Indian or historic use or occupation? This may include human burials or old cemeteries. Are there any material evidence, artifacts, or areas of cultural importance on or near the site? Please list any professional studies conducted at the site to identify such resources. 'help.' No. c. Describe the methods used to assess the potential impacts to cultural and historic resources on or near the project site. Examples include consultation with tribes and the department of archeology and historic preservation, archaeological surveys, historic maps, GIS data, etc. Jhelpl The Department of Archaeology and Historic Preservation's WISAARD tool was used to investigate potential areas of historic preservation on or near the site. d. Proposed measures to avoid, minimize, or compensate for loss, changes to, and disturbance to resources. Please include plans for the above and any permits that may be required. None necessary. 14. Transportation a. Identify public streets and highways serving the site or affected geographic area and describe proposed access to the existing street system. Show on site plans, if any. 'help' The construction site is expected to be accessed from Rainier Lane, Walker Road, Oak Bay Road, Olympic Lane and Cascade Lane. b. Is the site or affected geographic area currently served by public transit? If so, generally describe. If not, what is the approximate distance to the nearest transit stop?(help] The downstream project access at Oak Bay Road is adjacent to a Jefferson Transit bus stop. c. How many additional parking spaces would the completed project or non-project proposal have? How many would the project or proposal eliminate?Jhelp] None. d. Will the proposal require any new or improvements to existing roads, streets, pedestrian, bicycle or state transportation facilities, not including driveways? If so, generally describe (indicate whether public or private). Jhelpl No. e. Will the project or proposal use (or occur in the immediate vicinity of) water, rail, or air transportation? If so, generally describe. Jhelpl No. f. How many vehicular trips per day would be generated by the completed project or proposal? If known, indicate when peak volumes would occur and what percentage of the volume would SEPA Environmental checklist(WAC 197-11-960) May 2014 Page 11 of 14 Ck.i DCA/1/4A--) v•-• ao(A,(A, be trucks (such as commercial and nonpassenger vehicles). What data or transportation models were used to make these estimates?Jhelpl None. n \111111 tha. nronoSa! interfere with, affect or be affected ected by the movement of agricultural and forest products on roads or streets in the area? If so, generally describe. No. h. Proposed measures to reduce or control transportation impacts, if any: Jhelpl None necessary. 15. Public services a. Would the project result in an increased need for public services (for example: fire protection, police protection, public transit, health care, schools, other)? If so, generally describe. Jhelpl No. b. Proposed measures to reduce or control direct impacts on public services, if any. Jhelpl None necessary. 16. Utilities a. Circle utilities currently available at the site: Jhelpl electricity, natural gas, water, refuse service, telephone, sanitary sewer, septic system, other b. Describe the utilities that are proposed for the project, the utility providing the service, and the general construction activities on the site or in the immediate vicinity which might be needed. Jhelpl The proposed drainage improvements are part of the stormwater conveyance system operated and maintained by Port Ludlow Drainage District. No other utilities are expected to be affected by the project. C. Signature JHELPl The above answers are true and complete to the best of my knowledge. I understand that the lead agency is relying on them to make its decision. el Signature: )ZSkto Name of signee NC2tt of e cock a/ Position and Agency/Organization n..e r/ rOsl cfirx ,: Date Submitted: ii/f /l y D. supplemental sheet for nonproject actions Jhelpl SEPA Environmental checklist(WAC 197-11-960) May 2014 Page 12 of 14 (IT IS NOT NECESSARY to use this sheet for project actions) Because these questions are very general, it may be helpful to read them in conjunction with the list of the elements of the environment. When answering these questions, be aware of the extent the proposal, or the types of activities likely to result from the proposal, would affect the item at a greater intensity or at a faster rate than if the proposal were not implemented. Respond briefly and in general terms. 1. How would the proposal be likely to increase discharge to water; emissions to air; pro- duction, storage, or release of toxic or hazardous substances; or production of noise? Proposed measures to avoid or reduce such increases are: 2. How would the proposal be likely to affect plants, animals, fish, or marine life? Proposed measures to protect or conserve plants, animals, fish, or marine life are: 3. How would the proposal be likely to deplete energy or natural resources? Proposed measures to protect or conserve energy and natural resources are: 4. How would the proposal be likely to use or affect environmentally sensitive areas or areas designated (or eligible or under study) for governmental protection; such as parks, wilderness, wild and scenic rivers, threatened or endangered species habitat, historic or cultural sites, wetlands, floodplains, or prime farmlands? Proposed measures to protect such resources or to avoid or reduce impacts are: SEPA Environmental checklist(WAC 197.11-960) May 2014 Page 13 of 14 5. How would the proposal be likely to affect land and shoreline use, including whether it would allow or encourage land or shoreline uses incompatible with existing plans? Proposed measures to avoid or reduce shoreline and land use impacts are: 6. How would the proposal be likely to increase demands on transportation or public services and utilities? Proposed measures to reduce or respond to such demand(s) are: 7. Identify, if possible, whether the proposal may conflict with local, state, or federal laws or requirements for the protection of the environment. SEPA Environmental checklist(WAC 197-11-960) May 2014 Page 14 of 14 jMAP-Environmentally Sensitive Areas f, Help §S what'a r.ew zoom to.... `--... , .IC Roads gil da ar.r Streams A. . , "� ^. a.a-Naha II- i .a Al «.Nw MNMI r• s -, N..agrlon NanaS.sona ;A a / ^/ a.w�ar ae.+,. WRdeY and warm N , 'd E3 i ! zbn,E. t C. - 9 1 3 4,2 h '/ Rivers and Streams J JC Roads / e o- Assessor Maps-H iii I' Shoreline Designation- Poty Ner_ ! .i' DNR Streams �� di_ e LFA-Fish 7t { n Sals-H Na a __-J ,- '`,, WRIA 77 Rule Sub-basins ^ .ow:uo�`oe,`1 ' �.,co '' K.t �:. Wetlen05 ^ LJ Wildlife and Habitat p 1, 7— ,,,s - N " Seismic Hazard • od ..e 1 a A / s°"ay C n '.`t 9 - Landslide Hazard (Contours is now the Active Layer FEMA FIRMS(Flood klrangl Appendix B—Critical Area Map sy^• 13 •+ January 7th, 2015 JAN Attn: Dept Community Development COUNIY u�D Attached is a copy of the letter that was sent to each homeowner that may impacted by the application to Ludlow Maintenance Comm. I havet a simple question: I am located at 274 Rainier Lane and the gutter in front of my house has been landscaped with river rock and then walls on each side. I have already had to replace it once due to the cable people tearing it apart without notifying us. So the simple questions is will you be tearing apart the gutter in front of my house. Please be so kind to let me know so I wont be surprised Thank-You, Thank-You, Mrs. Nadine C. Payne / / Please send your response to 29012 Santiago Peak Trabuco Canyon, Ca 92679 Gray Sr Osborne, Inc. CONSULTING ENGINEERS MUCEEIVE January 16, 2015 L y JAN 222015 Mrs. Nadine C. Payne tr_r_ro�^;r�ir�i7vo rEtoPM�rur 29012 Santiago Peak Trabuco Canyon, California 92679 SUBJECT: SEPA COMMENT, CASCADE LANE FLOOD ABATEMENT PROJECT PORT LUDLOW DRAINAGE DISTRICT, JEFFERSON COUNTY, WASHINGTON G&O#112577.00 Dear Mrs. Payne: This letter responds to your question to the Jefferson County Department of Community Development regarding whether the ditch in the County right-of-way in front of your home at 247 Rainier Lane will be disturbed. The hydraulic model for the project indicates that there is sufficient capacity available in the existing ditch to convey the projected flow without changes to the ditch. However, we will field verify the dimensions assumed in the model to double check the capacity. If the ditch needs to be deeper or wider, you will be notified and given an opportunity to remove the landscaping in the right-of-way. Sincerely, GRAY& OSBORNE, INC. Nancy . Lockett, P.E. NEL/hhj cc: Mr. David W. Johnson,Jefferson County Department of Community Development Port Ludlow Drainage District 701 Dexter Avenue N.. Suite 200 Seattle, Washington 98109 (206)284-0860 Fax (206) 283-3206 C. Printed on recycled pacer Jefferson County _ t Department of Public Works , r., ,; t 623 Sheridan St. ' ''`\ Port Townsend, WA 98368 • (360) 385-9160 Monte Reinders, P.E. Public Works Director/County Engineer MEMORANDUM Date: 1/8/2015 To: David W.Johnson, DCD DEC From: Eric Kuzma,JCPW Ly 0 8 Project: Cascade Flood Abatement: (MLA 14-00100) JEFfC1ItI C011iYl l BCL7 Subject: JCPW SEPA Review&Comments STATE ENVIRONMENTAL POLICY ACT REVIEW After review of the environmental checklist for the referenced proposal,the Jefferson County Department of Public Works has the following comments: Environmental Checklist Section I-Earth& Section 3-Water The Jefferson County Unified Development Code,Sections 18.30.060,Grading and excavation standards and 18.30.070,Stormwater Management Standards set standards for erosion and sedimentation control and stormwater management. The code adopts the requirements set forth by the most current version(2012)of the Washington Department of Ecology(DOE)Stormwater Management Manual for Western Washington (SWMMWW). The square footage of land disturbing area is such that the proponent will be required to develop and implement a Stormwater Site Plan that complies with Minimum Requirements #1 -#5 of the SWMMWW prior to initiating land disturbing activity. This includes the preparation of a Stormwater Pollution Prevention Plan(SWPPP). Public Works will conduct a detailed review of the proposed Stormwater Site Plan, including the above referenced items, and provide appropriate comments as part of the Stormwater review. Given that the project includes discharge of stormwater into a storm drainage system that discharges to surface waters of the state(as defined by DOE)the proponent will likely be required by the DOE to apply for a NPDES Construction Stormwater General Permit(CSWGP). Public Works Department Recommendation: Based upon the requirement to develop and implement an approved Stormwater Site Plan, Public Works recommends finding that the proposal is not likely to result in significant adverse impacts related to erosion,sedimentation and stormwater runoff. Environmental Checklist Section 14-Transportation. The intent of this project is to remedy chronic flooding issues which have occurred as a result of residential development.The project proposes to capture and/or direct stormwater into the existing roadside storm drainage system. As such,the Port Ludlow Drainage District is proposing to improve the County roadside drainage system in order to adequately accommodate the proposed additional stormwater load. Public Works Department Recommendation: Public Works will require the submittal of a drainage report showing that the basin's applicable flows have been modeled and that the(existing and proposed)ditches and pipes,which constitute the drainage system,are adequately sized for the proposed(100 yr)design flow. Included in this report shall be an inspection of the existing stormwater drainage components to be utilized and a verification of their adequate condition.A right-of-way use permit will also be required prior to construction. With the above requirements fulfilled,Public Works recommends finding that the proposal is not likely to result in significant adverse impacts to the County Road system. 11 Gray & Osborne, Inc. CONSULTING ENGINEERS ��� ��{�y VS January 15, 2015 ,,tV 0 2° Mr. David W. Johnson Oa% Senior Planner Jefferson County Department of Community Development 623 Sheridan Street Port Townsend, Washington 98368 SUBJECT: SEPA CHECKLIST COMMENTS, CASCADE LANE FLOOD ABATEMENT PORT LUDLOW DRAINAGE DISTRICT, JEFFERSON COUNTY, WASHINGTON G&O#12577.00 Dear Mr. Johnson: We have received the State Environmental Policy Act review comments from the Jefferson County Department of Public Works dated January 8, 2015. On behalf of the Port Ludlow Drainage District, we offer the following responses to the comments (comment responses are in italics). COMMENT: ENVIRONMENTAL CHECKLIST SECTION 1 —EARTH AND SECTION 3—WATER The Jefferson County Unified Development Code, Sections 18.30.060, Grading and Excavation Standards and 18.30.070, Stormwater Management Standards set standards for erosion and sedimentation control and stormwater management. The code adopts the requirements set forth by the most current version(2012)of the Washington Department of Ecology(DOE) Stormwater Management Manual for Western Washington (SWMMWW). The square footage of land disturbing area is such that the proponent will be required to develop and implement a Stormwater Site Plan that complies with Minimum Requirements #1 -#5 of the SWMMWW prior to initiating land disturbing activity. This includes the preparation of a Stormwater Pollution Prevention Plan(SWPPP). Public Works will conduct a detailed review of the proposed Stormwater Site Plan, including the above referenced items, and provide appropriate comments as part of the Stormwater review. Given that the project includes discharge of stormwater into a storm drainage system that discharges to surface waters of the state (as defined by DOE)the proponent will likely be 701 Dexter Avenue N., Suite 200 Seattle, Washington 98109 (206)284-0860 Fax (206)283-3206 [ Printee on recycled paper Mr. David W. Johnson January 15, 2015 Page 2 required by the DOE to apply for a NPDES Construction Stormwater General Permit (CSWGP). Response: Comment noted. A Stormwater Site Plan and discussion of compliance with the required Minimum Requirements will be provided to Public Works along with the 90 percent plans and specifications. The 90 percent plans and specifications will include complete erosion and sediment control plans and details. The total disturbed area will be less than 1 acre; therefore, an Ecology CSWGP is not required. COMMENT: ENVIRONMENTAL CHECKLIST SECTION 14— TRANSPORTATION The intent of this project is to remedy chronic flooding issues which have occurred as a result of residential development. The project proposes to capture and/or direct stormwater into the existing roadside storm drainage system. As such,the Port Ludlow Drainage District is proposing to improve the County roadside drainage system in order to adequately accommodate the proposed additional stormwater load. Public Works Department Recommendation: Public Works will require the submittal of a drainage report showing that the basin's applicable flows have been modeled and that the (existing and proposed) ditches and pipes, which constitute the drainage system, are adequately sized for the proposed (100 yr) design flow. Included in this report shall be an inspection of the existing stormwater drainage components to be utilized and a verification of their adequate condition. A right-of-way use permit will also be required prior to construction. Response: A drainage report which includes hydraulic model results, design criteria for ditch improvements, and a review of the adequacy of the proposed and existing drainage systems will be submitted to Public Works. Sincerely, GRAY & OSBORNE, INC. Nancy . Lockett, P.E. NEL/hhj cc: Mr. Dwayne Wilcox, Commissioner,Port Ludlow Drainage District Printed on recycled paper �t f tiyl`� SNftN� STATE OF WASHINGTON DEPARTMENT OF ECOLOGY PO Box 47775 •Olympia, Washington 98504-7775 •(360)407-6300 711 for Washington Relay Service Persons with a speech disability can call 877-833-6341 REC m-v January 14, 2015 JAN 14 27114 David Wayne Johnson, Project Planner JEFFERSON COUNTY OCU Jefferson County Community Development Department 621 Sheridan Street Port Townsend, WA 98368 Dear Mr. Johnson: Thank you for the opportunity to comment on the optional determination of nonsignificance/notice of application for the Cascade Flood Abatement Project(MLA14-00100) as proposed by Ludlow Maintenance Comm. The Department of Ecology (Ecology) reviewed the environmental checklist and has the following comment(s): SHORELANDS & ENVIRONMENTAL ASSISTANCE: Rick Mraz(360) 407-6221 Ecology suggests coordinating a site visit with WA Department of Fish and Wildlife (WDFW)to determine if the drainage is a jurisdictional stream pursuant to the Washington state hydraulic code. TOXICS CLEANUP: Joyce Mercuri (360)407-6260 This project is in the vicinity of the Olympic Water& Sewer Inc. Walker Way cleanup site (Facility Site ID 62223345). If contamination is suspected, discovered, or occurs during the proposed SEPA action,testing of the potentially contaminated media must be conducted. If contamination of soil or groundwater is readily apparent, or is revealed by testing, Ecology must be notified. Contact the Environmental Report Tracking System Coordinator in the Southwest Regional Office (SWRO) at (360)407-6300. For assistance and information about subsequent cleanup and to identify the type of testing that will be required, contact Joyce Mercuri with the SWRO, Toxic Cleanup Program at the phone number given above. Ecology's comments are based upon information provided by the lead agency. As such, they may not constitute an exhaustive list of the various authorizations that must be obtained or legal requirements that must be fulfilled in order to carry out the proposed action. January 14, 2015 Page 2 If you have any questions or would like to respond to these comments, please contact the appropriate reviewing staff listed above. Department of Ecology Southwest Regional Office (SM:14-6582) cc: Joyce Mercuri, TCP Rick Mraz, SEA Ludlow Maintenance Comm (Applicant) • 20G . 22 David W. Johnson From: Monte Reinders Sent: Monday, October 14, 2013 11:38 AM To: David W. Johnson Cc: Jon Watson; Matt Klontz Subject: RE: Port Ludlow Drainage District Pre-app conference Public Works will have someone there. The PLDD should provide evidence that they have performed the necessary basin modeling to determine the feasibility of this proposal (they have, but it should be clear that they have). Transportation impacts will be temporary and handled per MUTCD approved work zone traffic control methods/plans. Monte From: David W. Johnson Sent: Monday, October 14, 2013 9:38 AM To: Monte Reinders; Jon Watson; dandwilcox @hotmail.com Cc: David W. Johnson Subject: FW: Port Ludlow Drainage District Pre-app conference Guys, I having an on-site pre-app meeting this Wednesday to discuss stormwater permitting for the attached project. I would like you to attend or comment. Thanks! From: Nancy Lockett [mailto:nlockett@g-o.com] Sent: Thursday, October 10, 2013 1:47 PM To: David W. Johnson Subject: RE: Port Ludlow Drainage District Pre-app conference Thanks David, I'll meet you at 1 pm Wednesday October 16, 2013 at the intersection of Cascade Lane and Walker Way. Nancy Nancy Lockett, P.E. Gray & Osborne, Inc. 701 Dexter Ave N. Suite 200 Seattle WA, 98109 Ph(206)284-0860 Fx(206)283-3206 Electronic File Transfer- Note that these electronic files are provided as a courtesy only. Gray&Osborne, Inc. in no way guarantees the accuracy or completeness of the digital data contained within these files. Furthermore,Gray&Osborne, Inc. assumes no liability for any errors or omissions in the digital data herein. Anyone using the information contained herein should consult the approved or certified hard copy drawings or reports for the most current information available. Original Message From: David W. Johnson [mailto:djohnson @co.jefferson.wa.us] Sent: Thursday, October 10, 2013 8:04 AM To: nlockett@g-o.com Subject: RE: Port Ludlow Drainage District Pre-app conference Yes, next Wednesday afternoon, say fpm meeting on-site? 1 From: Nancy Lockett [mailto:nlockettCag-o.com] Sent: Wednesday, October 09, 2013 2:13 PM To: David W. Johnson Subject: RE: Port Ludlow Drainage District Pre-app conference Hi David, Do you have time next Tuesday/Wednesday or the week of October 21 (any time except Monday) to meet regarding the Port Ludlow Drainage District Cascade Lane Drainage Improvement project? Thanks, Nancy Nancy Lockett, P.E. Gray & Osborne, Inc. 701 Dexter Ave N. Suite 200 Seattle WA, 98109 Ph(206)284-0860 Fx(206)283-3206 Electronic File Transfer- Note that these electronic files are provided as a courtesy only. Gray&Osborne, Inc. in no way guarantees the accuracy or completeness of the digital data contained within these files. Furthermore, Gray&Osborne, Inc. assumes no liability for any errors or omissions in the digital data herein. Anyone using the information contained herein should consult the approved or certified hard copy drawings or reports for the most current information available. Original Message From: David W. Johnson [mailto:djohnsonl co.jefferson.wa.us] Sent: Tuesday, September 03, 2013 1:15 PM To: nlockett( g-o.com Subject: Port Ludlow Drainage District Pre-app conference Nancy, You are out this week and then I'm out next week, so I'll give you a call when I get back to schedule a time and date. Hope you had a good time off. 2 David W. Johnson From: Monte Reinders Sent: Monday, October 14, 2013 11:45 AM To: David W. Johnson Cc: Matt Klontz; Jon Watson Subject: RE: Port Ludlow Drainage District Pre-app conference Also, they will need a permit from us to work in the right of way, which they know already. There is an application cost. We will bill hourly for some incidental inspection—pretty minor. Monte From: David W. Johnson Sent: Monday, October 14, 2013 9:38 AM To: Monte Reinders; Jon Watson; dandwilcox( hotmail.com Cc: David W. Johnson Subject: FW: Port Ludlow Drainage District Pre-app conference Guys, I having an on-site pre-app meeting this Wednesday to discuss stormwater permitting for the attached project. I would like you to attend or comment. Thanks! From: Nancy Lockett [mailto:nlocketticag-o.com] Sent: Thursday, October 10, 2013 1:47 PM To: David W. Johnson Subject: RE: Port Ludlow Drainage District Pre-app conference Thanks David, I'll meet you at 1 pm Wednesday October 16, 2013 at the intersection of Cascade Lane and Walker Way. Nancy Nancy Lockett, P.E. Gray & Osborne, Inc. 701 Dexter Ave N. Suite 200 Seattle WA, 98109 Ph(206)284-0860 Fx(206)283-3206 Electronic File Transfer- Note that these electronic files are provided as a courtesy only. Gray&Osborne, Inc. in no way guarantees the accuracy or completeness of the digital data contained within these files. Furthermore, Gray&Osborne, Inc. assumes no liability for any errors or omissions in the digital data herein. Anyone using the information contained herein should consult the approved or certified hard copy drawings or reports for the most current information available. Original Message From: David W. Johnson [mailto:djohnson aaco.jefferson.wa.us] Sent: Thursday, October 10, 2013 8:04 AM To: nlockett@ g-o.com Subject: RE: Port Ludlow Drainage District Pre-app conference Yes, next Wednesday afternoon, say 1pm meeting on-site? 1 From: Nancy Lockett [mailto:nlockettOg-o.com] Sent: Wednesday, October 09, 2013 2:13 PM To: David W. Johnson Subject: RE: Port Ludlow Drainage District Pre-app conference Hi David, Do you have time next Tuesday/Wednesday or the week of October 21 (any time except Monday) to meet regarding the Port Ludlow Drainage District Cascade Lane Drainage Improvement project? Thanks, Nancy Nancy Lockett, P.E. Gray & Osborne, Inc. 701 Dexter Ave N. Suite 200 Seattle WA, 98109 Ph(206)284-0860 Fx(206)283-3206 Electronic File Transfer- Note that these electronic files are provided as a courtesy only. Gray&Osborne, Inc. in no way guarantees the accuracy or completeness of the digital data contained within these files. Furthermore, Gray&Osborne, Inc. assumes no liability for any errors or omissions in the digital data herein. Anyone using the information contained herein should consult the approved or certified hard copy drawings or reports for the most current information available. Original Message From: David W. Johnson [mailto:diohnsonOco.iefferson.wa.us] Sent: Tuesday, September 03, 2013 1:15 PM To: nlockettC©g-o.com Subject: Port Ludlow Drainage District Pre-app conference Nancy, You are out this week and then I'm out next week, so I'll give you a call when I get back to schedule a time and date. Hope you had a good time off. 2 David W. Johnson From: Nancy Lockett[nlockett@g-o.com] Sent: Thursday, October 10, 2013 1:47 PM To: David W. Johnson Subject: RE: Port Ludlow Drainage District Pre-app conference Thanks David, I'll meet you at 1 pm Wednesday October 16, 2013 at the intersection of Cascade Lane and Walker Way. Nancy Nancy Lockett, P.E. Gray & Osborne, Inc. 701 Dexter Ave N. Suite 200 Seattle WA, 98109 Ph(206)284-0860 Fx(206)283-3206 Electronic File Transfer- Note that these electronic files are provided as a courtesy only. Gray&Osborne, Inc. in no way guarantees the accuracy or completeness of the digital data contained within these files. Furthermore,Gray&Osborne, Inc. assumes no liability for any errors or omissions in the digital data herein. Anyone using the information contained herein should consult the approved or certified hard copy drawings or reports for the most current information available. Original Message From: David W. Johnson [mailto:djohnson©co.jefferson.wa.us] Sent: Thursday, October 10, 2013 8:04 AM To: nlockett©g-o.com Subject: RE: Port Ludlow Drainage District Pre-app conference Yes, next Wednesday afternoon, say 1pm meeting on-site? From: Nancy Lockett [mailto:nlockett@g-o.com] Sent: Wednesday, October 09, 2013 2:13 PM To: David W. Johnson Subject: RE: Port Ludlow Drainage District Pre-app conference Hi David, Do you have time next Tuesday/Wednesday or the week of October 21 (any time except Monday) to meet regarding the Port Ludlow Drainage District Cascade Lane Drainage Improvement project? Thanks, Nancy Nancy Lockett, P.E. Gray & Osborne, Inc. 701 Dexter Ave N. Suite 200 Seattle WA, 98109 Ph(206)284-0860 Fx(206)283-3206 Electronic File Transfer- Note that these electronic files are provided as a courtesy only. Gray&Osborne, Inc.in no way guarantees the accuracy or completeness of the digital data contained within these files. Furthermore,Gray&Osborne, Inc. assumes no liability for any errors or omissions in the digital data herein. Anyone using the information contained herein should consult the approved or certified hard copy drawings or reports for the most current information available. 1 Original Message From: David W. Johnson [mailto:djohnson©co.jefferson.wa.us] Sent: Tuesday, September 03, 2013 1:15 PM To: nlockett @g-o.com Subject: Port Ludlow Drainage District Pre-app conference Nancy, You are out this week and then I'm out next week, so I'll give you a call when I get back to schedule a time and date. Hope you had a good time off. 2 Property Description General Location: Ditch—west side of Rainier Lane north of Walker Way, ditch—Walker Way, utility easement between Olympic Lane and Cascade Lane north of Walker Way, and approximately 1,70 feet of reserve area immediately east of Cascade Lane. Legal Description (from Property Tax Statement): County right-of-way—Rainier Lane and Walker Way, Reserve area- Parcel No. 990404103(Port Ludlow No. 1 Area 4, Reserve Area), Utility easement parcels 990400416—990400429 and 990404103. 9-Digit Parcel Number(from Property Tax Statement): Parcels 990404103 and 990400416-990400429 Total Acreage: Zone: 1100 Houses % Lot Coverage: 0 Applicant: ❑ Owner ❑ Lessee ❑ Contract Purchaser X Other Port Ludlow Drainage District Project Description Drainage Improvement to direct surface runoff from Rainier Lane, Cascade Lane and the west portion of the reserve area to Walker Way. The project includes enhancement of existing ditches and culvert inlets on Rainier Lane and Walker Way and a piped drainage System from the reserve area to Walker Way through the existing utility easement located between Olympic Lane and Walker Way. Property Owner(name and mailing address): Multiple: County right-of-way, Ludlow Maintenance Commission (reserve area), Owners of properties 990400416-990400429 Standard Disclosure Information provided to a prospective applicant during the pre-application consultation is based on County regulations in effect at the time of the pre-application consultation. Revised or new County regulations could affect a future development application. A pre- application consultation does not vest a future development application. By signing the application form,the applicant/owner attests that the information provided herein is true and correct to the best of their knowledge. I also certify that this application is being made with the full knowledge and consent of all owners of the affected property. Any material falsehood or any omission of a material fact made by the applicant/owner with respect to this application packet may result in this permit being null and void. I further agree to save, indemnify and hold harmless Jefferson County against all liabilities, judgments, court costs, reasonable attorney's fees and expenses which may in any way accrue against Jefferson County as a result of or in consequence of the granting of this permit. I further agree to provide access and right of entry to Jefferson County and its employees, representatives or agents for the sole purpose of application review and any required later inspections. This right of entry shall expire when the County (through the Administrator or the Administrator's representatives) concludes the application has complied with all applicable laws and regulations. Acces ht of entry to the applicapt.s roperty shall be requested and shall occur only during regular business hours. ('AINw`/[� D . x/22 (SIGNATU L� f _ ( A E) I hereb designate/ Nancy Lockett, P.E., to act as my agent in matters related to this pre-.ppll..tion conference. 24) (—• ee- - SIGN.TURE) (DATE) �1 U 13 APPLICANT MAPOnLudlow112577 Cascade Flood Abatement\Permittinglpreapp conference form.doc REV.8/212013 Page 2 f$(3 COQ JEFFERSON COUNTY G �� y DEPARTMENT OF COMMUNITY DEVELOPMENT AUG 8 2013 `* 0S 621 Sheridan Street • Port Townsend •Washington 98368 SNGS 360/379-4450 — 360/379-4451 Fax JEFFERSON COUNTY DEPT,OF COMMUNITY DEVELOPMEM Pre-Application Conference The Jefferson County Code (JCC) requires that before an application is made for all Type II and Type Ill project applications and Type I applications proposing impervious surfaces of ten thousand (10,000) square feet or more and/or non-single family structures of five thousand (5,000) square feet or more, a pre-application consultation must be held. The consultation includes preliminary review and administrative assistance. This service does not include extensive field inspection or correspondence. Pre-application consultation does not limit subsequent administrative review. At the conference, Department of Community Development personnel shall provide the applicant with: (1) A list of the requirements for a completed application; (2) A general summary of the procedures to be used to process the application; (3) The references to relevant code provisions or development standards that may apply to the approval of the application; and (4) A list of any applicable hourly review fees that may be charged by one or more County agencies upon the filing of a project permit application with the County. Discussions at the conference or the information provided by the staff shall not bind or prohibit the County's future application or enforcement of all applicable laws and regulations. No statements or assurances made by County representatives shall in any way relieve the applicant of his or her duty to submit an application consistent with all relevant requirements of County, state and federal codes, laws, regulations and land use plans. NAME: Port Ludlow Drainage District MAILING ADDRESS: P.. Box 65261, Port Ludlow,WA 98365 TELEPHONE: (HOME) (WORK) REPRESENTATIVE: Nancy Lockett, P.E., Gray& Osborne, Inc. MAILING ADDRESS: 701 DEXTER AVE.N SUITE 200,SEATTLE,WA 98109 TELEPHONE:(ROME) 206-284-0860 _ (worm) DIRECTIONS 1. Please answer all questions on this form completely. 2. Attach a sketch of the Conceptual Design for the proposed use or activity, showing the following information: See attached a. Vicinity sketch; b. North arrow and scale; c. Property boundaries and identification of land uses on adjacent properties; d. Means of ingress and egress; e. Property/lot drainage; f. Possible locations of sewage disposal and water supply systems; g. Location of utility easements; and h. Proposed location of buildings, including setbacks to property boundaries. 3. Attach payment of the applicable fee, as set forth in the Jefferson County Fee Ordinance. • M:1PortLudlow112577 Cascade Flood Abatement\Perrnittinglpreapp conference form.doc REV.8/2/2013 Page 1 1 Parcel Details Page 1 of 2 Jefferson County WASHINGTON �k Weather Station 7#-- DataboemaJp4s 41161. Maps MA. Webcam Home • County Info ...Departments Search Parcel Number: 990404103 SEARCH I1 Parcel Number: 990404103 Printer Friendly Owner Mailing Address: LUDLOW MAINTENANCE COMM PO BOX 65060 PORT LUDLOW WA983650060 Site Address: Section: 9 Sdiool District: Chimacum (49) Qtr Section: SW1/4 Fire Dist: Port Ludlow (3) Township: 28N Tax Status: Other Exempt Range: 1E Tax Code: 231 Planning area: Port Ludlow (7) Sub Division: PORT LUDLOW NO. 1 Assessor's Land Use Code: 7600 - PARKS (green belts, community areas) Property Description: PORT LUDLOW NO. 1 I AREA 4, RESERVE AREA I 1 TO 19 INC. I SUBJ/EASE #505663 Click on photo for larger image. x No X No 2nd Photo Photo Availabl Availabl e e No Assessor Permit Data Data Map Parcel Plats &Survey Septic Monitoring Info Available Tax, A/V, Sales Info ,1 Jefferson County HOME I COUNTY INFO I DEPARTMENTS I SEARCH Best viewed with Microsoft Internet Explorer 6.0 or later http://www.co.jefferson.wa.us/assessors/parcel/parceldetail.asp?Parcel NO=990404103 8/19/2013 CASES, FINDING, CONDITIONS, PERMISSIONS FOR Parcel 990602105 Printed: August 20, 2013 Cases Name Review Type Status Planner BLD12-00128 MLA12-00090 LUDLOW MAINTENANCE COMA I W Application Received: 4/23/2012 Permit Issued/Case closed: Case Finaled: DRAINAGE IMPROVEMEN I S FOR RAINIER TO OAK BAY RD GREENBELT No findings, conditions, or permissions found. PRE13-00023 LUDLOW MAINTENANCE COME P Application Received: 8/14/2013 Permit Issued/Case closed: Case Finaled: PRE-APP FOR DRAINAGE IMPR-OVEMENT FOR DIRECT SURFACE RUN-OFF No findings, conditions, or permissions found. \\tidemark\data\forms\R_MLT_Parcel_Cond.rpt 8/20/2013 Page 1 of 1 Up Front Parcel Review Parcel 990400173 Printed: December 29, 2014 LUDLOW MAINTENANCE COMM Site Address(es): PO BOX 65060 , WA PORT LUDLOW, WA 98365-0060 Parcel Number: 990400173 S-T-R: 16-28N-1E Total Acreage 13 Legal Description PORT LUDLOW NO 1 AREA 1 RESERVE 1-10 INC LESS Land Use: 7600 R/W(#63241) Flood District: Fire District: 3 Planning Area: 7 Flood Map(FIRM) Panel No: School District 49 Zoning: COMP PLAN DESIGNATION: COMMUNITY PLAN: UGA: UGA Trans [ of Plot plan states "property line" [ 1/' Assessor's Map(Property lines_9144kbmitted plot plan must match the property lines as identified on the Assessor's 1/4 map) [ per Legal Access to Property NO [ ' Parcel Tags or Scanned Documents YES NJ [ 1/K ESA's: Special Reports - by YES NO [ Y Designated Ag YES I 0 [ t4 1 Shoreline Designation: YES ['✓ Shoreline Slope Stability:4P NO Stream Type:YES NO FWHCA: YES NO Wetlands: YES NO Rare Plants:YES NO Seismic: YES NO Landslide: YES NO Flood: YES NO Erosion: YES NO Aquifer Recharge Area:YES NO SIPZ: none At Risk High Risk coastal CMZ: none High Risk Moderate RiskDisconnected CMZ Stormwater site plan submitted: YesNo [14- Forest Lands: YES NO Adjoining Forest Lan s: � Commercial/ Rural/ Inholding [ Mineral Lands: YES /S [ L. Agricultural Lands: Y [ tX Archaeology: YES NO [ Ly--No Shooting Zone: . [ tA' Stormwater: New Impervious Surface Land Disturbing Activity ' •' Stormwater Req's:Min Req#2 Min Req 41 thru#5 Min Req#1 thru#10 nginPering [V Notice Provisions/Disclosure:Ai •ort YES NO MRL YES NO Forest Lands YES NO [ V Landscaping Required:Yes No [ lY Parking Spaces Require 2 Other F VT" Building Height: 35' UBC Standard N 1 [ kr Impervious Surface coverage percentage: Resource Lands&Public: 10% Rural Residential: 25% Rural Industrial: Per UDC Sec 6.7 Rural Commercial: 60% tv ea f Building Coverage:60%in Rural Industrial Lands only [ vi" Total Building (s) Size: RVC:20,000 SF CC: 5,000 SF NC:7,50 SF GC: 10,000 SF All others:subject to septic&water constraints/None specified [V Setbacks: Front: Left Side: Right Side: Rear: Shoreline Setback: LSHA Setback: [ i/( Road Classification: Road Approach: EXISTING NGT RE [ +f SEPA Required: ® EXEMPT [ Flood Certificate: [vi- Existing Case(s)&Condition(s): Violations: Yes No [ Ur Recorded Date of Subdivision: AFN Over 5yrs=UDC Plat Conditions: <5yrs=Plat Conditions on plat or Old Ordinance [ a---- Lots/Require Declaration of Restrictive Covenant YES∎`• .ubmitted: YES NO [ L- UGA No Protest Agreement YES 0 submitted: YES NO [ e.j- Site Visit conducted cIS, NO `'0 [vr Require Final Zoning Approval YE NO [ 4 ADMIN: Setbacks entered in Permit Plan case S New Parcel Tags entered in Permit Plan _ YES Special Reports Scanned ! s YES No parcel tags found for parcel Cases Associated with APN 990400173 Review Cases Name Type Status Planner M LA14-00100 ZON14-00050 MLA14-00100 LUDLOW MAINTENANCE COMA I P David Wayne Johnson Application Received: 11/20/2014 Permit Issued/Case closed: Case Finaled: Cascade Flood Abatement-The project will improve approximately 1,650 LF of manmade ditch along Rainier Lane and Walker Way, install approximately 90 LF of new culvert on Walker Way immediately south of Rainier Lane, install 830 LF of 18-inch stormwater pipe primarily in the easement between properties along Olympic Lane and Cascade Lane, and improve an existing culvert at the intersection of Walker Way and Oak Bay Road in Port Ludlow. The work will include clearing and grubbing, re-grading of the existing ditches, and installation of the stormwater pipe and culvert. This project will direct stormwater tributary to Cascade Lane from within the Greenbelt from flowing onto adjacent private properties. The project requires a Type I Stormwater Permit with SEPA review, a Road Approach Permit, Tree and Vegetation Removal Approval from Jefferson County and a Construction Stormwater General Permit from the Department of Ecology. 1l tidemark ldata\forms\R_Parcel_CRMLA.rpt 12/29/2014 Page 2 of 2 Map Output Page 1 of 2 ArcIMS HTML Viewer Map i wi fl,e-i) / Y L \ i� t C F/ r i i h� _-{__ Y R t 2 fi..._ n f r wwMF OUr ,9 ',=___—, - W a k et "'r � : sr�° -t "J 7 1: ( m 3 ez)r %N.. r I I - I 4„,e _ -u Barque Ln l•-`, 4 i/:':: ilLn 5 S ' e ton ` �,t 3 ` rrNR s-,tit�� ' GI* http://gisserver/servlet/com.esri.esrimap.Esrimap?ServiceName=ovmap&... 12/29/2014 Map Output Page 2 of 2 Legend Selected Features JC_Roads Parcels-H DNR FP Stream Classification 1/ F Ftsh Ilabda1 I N Non fish Ilabnal Np r Non-frsh Hobnob Perennial Ns Non-fish Ilabnal.Seasonal /y, I5vantored Shoreline I■ Wetlands Landslide Hazard limn $IOCS Moderato Sl y nt Shoreline Slope Stability 0 Stable Intermpd isle Unstable . Unstable Resent Landslide ridna-tableOW Landslpe Modrf led SIPZ At Risk SIPZ ■ 110 Rrsk SIPZ ❑ Dec ,ns rsswnod SIPZ Coastal SIP. I SMP_Shoteline Environmental Designations ❑ Aquatic Conservancy Ibrb Intonsdy Natural r, NA Prvrdy Aquatic MIShoreline Residential FOR INFORMATIONAL PURPOSES ONLY- Jefferson County does not attest to the accuracy of the data contained herein and makes no warranty with respect to its correctness or validity. Data contained in this map is limited by the method and accuracy of its collection. Mon Dec 29 09:22:32 2014 http://gisserver/servlet/com.esri.esrimap.Esrimap?ServiceName=ovm ap&... 12/29/2014 Parcel Details Page 1 of 2 rf Jefferson County „, s......„,,,.. ..„,,-,-,,_,, ,ifi,....--........L.w, .,-, i Home County Info Departments Search Parcel Number: 990400173 SEARCH Parcel Number: 990400173 Printer Friendly Owner Mailing Address: LUDLOW MAINTENANCE COMM PO BOX 65060 PORT LUDLOW WA98365-0060 M L H — 1 DO Site Address: ZON )L) — COO SO Section: 16 School District: Chi macum (49) Qtr Section: NW1/4 Fire Dist: Port Ludlow (3) Township: 28N Tax Status: CA Range: 1E Tax Code: 0231 Planning area: Port Ludlow (7) Sub Division: 9904 - PORT LUDLOW NO. 1 Assessor's Land Use Code: 7600 - Community Areas - Green Blts - Parks Property Description: PORT LUDLOW NO 1 AREA 1 RESERVE 1-10 INC LESS R/W(#63241) No Permit Data Tax,A/V,Sales, Photos, and Bldq Data Mao Parcel fats &Surveys Available pr Jefferson County HOME I COUNTY INFO I DEPARTMENTS I SEARCH Best viewed with Microsoft Internet Explorer 6.0 or later 45 Windows - Mac 1 NOV 2 0 2014 ''j http://www.co.j efferson.wa.us/assessors/parcel/parceldetail.asp 11/20/2014 Parcel Details Page 1 of 2 _ iefferson Count ' ry : 51i ntl Home County Info Departments Search l Parcel Number: 1990404103 F SEARCH Parcel Number: 990404103 Printer Friendly Owner Mailing Address: LUDLOW MAINTENANCE COMM PO BOX 65060 PORT LUDLOW WA98365-0060 IV r J ` r I CO Site Address: Section: 9 School District: Chimacum (49) Qtr Section: SW1/4 Fire Dist: Port Ludlow (3) Township: 28N Tax Status: CA Range: 1E Tax Code: 0231 Planning area: Port Ludlow (7) Sub Division: 9904 - PORT LUDLOW NO. 1 Assessor's Land Use Code: 7600 - Community Areas - Green Blts - Parks Property Description: PORT LUDLOW NO. 1 AREA 4, RESERVE AREA 1 TO 19 INC. SUBJ/EASE #505663 Tax, A/V, Sales, Photos, and Permit Data Bldg Data Map Parcel 'lots&Surve s Septic Monitoringlnfo W :_ Jefferson County HOME I COUNTY INFO I DEPARTMENTS I SEARCH Best viewed with Microsoft Internet Explorer 6.0 or later 0 Windows- Mac http://www.co.jefferson.wa.us/assessors/parcel/parceldetail.asp?Parcel N0=990404103 11/20/2014 Gray L Osborr>te, k1 . CONSULTING ENGINEERS DATE: November 14, 2014 TO: Jefferson County Department of ATTN: David W.Johnson Community Development 621 Sheridan Street Port Townsend, WA 98368 FROM: Nancy Lockett PROJECT#: 12577 SUBJECT: Cascade Lane Flood Abatement Project Port Ludlow Drainage District WE ARE TRANSMITTING: THE FOLLOWING: FOR: ® Herewith ❑ Prints n Review& Comment ❑ Under Separate Cover ❑ Construction Drawings ® Approval ❑ Specifications ❑ Signature Number of Copies: I ❑ Shop Drawings ❑ Your Use&Files ❑ Change Order ❑ As Requested ❑ Legal Description ❑ Action Noted Below ❑ Letters ❑ ® Permit Applications ❑ COMMENTS: David, Please accept the attached Master Permit Application, Stormwater Calculation Worksheet and SEPA Checklist for the Cascade Lane Flood Abatement Project on behalf of the Port Ludlow Drainage District. A check for$1299 (Master Permit Application($380)and SEPA Review($919)is enclosed. A copy of the current project design plans are also enclosed. Please let me know if you have any questions. Sincerely, Nancy Lockett ( ; 1 �) NOV 1 7 - .„ " =l 701 Dexter Avenue N.,Suite 200 Seattle,Washington 98109 (206)284-0860 Fax:(206)283-3206