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,'i.:"'...:. c':J::::;,tl"uct~. ion costs i "--: in exces~ of
;~,..:n::.:_.::-(;!:) -:..l()l.l::'j~1r.C: dGllars Cln= less .th3!'l:
':"""i"1<-; dd/ 1;d::..::,r Ii.nit is ~i"J~'~ hun-1~.ed
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e, t:'l':"" d~J'I 1,::.L'.:J.t" 1 i,mit. :.~hdll be t"wO
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b': r"~'~Glut.icn, (:!l~~cts the
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proj0c: iixi: of, thirty _five
~'~!Yf ~\r:d 83cn 9rO)2Ct sha~l be
." '-;jt-h Ch:lptC.c 136-18 WAC.
'" .:~ti~':: 'I),:.' .._L\tJJ)_.__;\I/:~_~E~I-"::'~T~._.P_E.Q:1J.~C-t~S. The
-~r-J:'n J.~;r iTi!;::;cel.l:'n':2r:~llS unspecified
~2 ~'/(:c0d ten percent of ttln total.
L!)/.._.1.t ,je a. ~;f.::~paratf.:~ section for
L:" li,s!:c!rJ i,n tLc S(~tm~ manI~cr a::..~
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~ro CGi1~tructi~n ~Qrk ~h~11
,':<::-: unl::.1.1 i ~ [1:t:::':; t(~8n authorized by
",'~1.-~1. L '-.~...''::;l!.-ly j.d(~nt.if'J the project a~
1, :,~~0(~ify wtl~C~ project or projects
i.n O'-'~"~(;L- that ad (..'qu ,] tc, funding be
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i'-.r;)' (I "-,i '.-,.~_r. ;!T~L_ Qf.._J-!J ~.~r~:i-J[f:"!-_~"QJ)JE11.E;lJ.T The annual
",e ,', li,;t 01' a] 1 rr.ajor cquiplTlcnt purchasef'
'.-"1':.1::, ~-:()Cj(:~t~tlC'r ~~lt-.n th(~ estimated costs
;;',e''':j'.:d coc;t of all equipment listed 51.a11
:1 ~.: 1 ~:_o the ~lm(junt bud']eted for Bquipment
'\ lHl',::, L '>(111 j,['m'2nt rental budget. Tho:: equipment
Ln;::J:I'JQ ar". 1-'-:r:1 fC)t" l>1i:~cell':H\c~OllS minor equipment. in any
t:CJ 1 (} PI-~CCr::j ~. of t,rH:: (:,;f.~t.il:lat:f?d total cost. The list may
ClC' ;;!,. .'\ 1 i':t: at c',l':','rn;,t." or- additional i.tems of equipment
i "'J lH; teJ 15 tF.'t"cent. c. [ tIle b.:ts ic 11st cost t,? allow fo~
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) ')'',-::1 (:,n/1f),FOP\'/!\PJ1J11G__C,lJ:"_P.K90P,},11 A copy of the adopted
O;:_'U :/'r-;'::1 ;',nc1 ,,1pr)r'OrH~iate r(.>~_lu.1.lit .1.,:Hl .sh,~.ll bt3 fo~w.1rded to the
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County Road Administration B04rd wlthl~ 30 ~.ys or ~t. adoption but
not later than December j~ o~ .ac~ ye.r.
WAC 16-042 ~"'lll:IS'ATION OI..t&"rd'.M 'l'h. 'Hlopt..d final proqram
may not be changed, reviaed or lncr.~.ed axcapt by unaniaou. vote
or the memPers o~ the legislative authority ~ho sr. pr...nt when
the vote is taken. Snch modif ieat..o.,. to. ~..111 ~ Iw resolution o~
the legislative autho....ity, listing ..Crt ch".n'Jed, 1:~v.i..d or added
pr""ject. A copy or ..deh ,;uch re:sclt.tion shad b4t forwarded to the
County Road AdminiBt~ation aoard .ithin thirty days or i~s
adoption.
WAC 136-16-050 ANNUAL CONST~U~~10N REPOPT At any time prior
to April 1 of the Y""lIr fnllovin'J t~". p,-oqraa year, the county
engineer shall ~ubmit an annual con~truction r.po~t to the county
Road Administration Bo;!ord. '!'h: const =uc':10n roport sh:.!.l show
actual expend.i.t"res tor a...1 c,:mstruction work including
construc~ion engineertnq ~""~ durinq the previous budqet year.
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ROAD NAME:
Undie Road
JEFFERSON COUNTY DEPARTMENT OF PUBLIC WORKS TRAFFIC SIGNING PLA~1
'lOAD NUMBER ~~__
Clallarn/Jl3fferson County Line
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Remove Primitive RCl, Sel Up
Install Winding Road WI 20 mph advisory
and next 1.5 miles
M.P. 0.09
State Fo,est Ccundary
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Install Wlridlng Road W, 20 rlph .-d"lIi"lQ'''f
and next i5 r\lite.
M.P. 1.43 ;
SIGN DESCRIPTION
SEC.# POS.# M.P DESCRIPTiON SIZE MUTC!) /I
01 1 0.090 Winding Road 30"x30" Wl.5F(
02 2 0.090 ,2C MPH Advisory lB"xI8" '1113.'
03 3 0.090 Next 1.5 Miles 24"x~8" W7.3A
01 1 1.430 Windin Roed 30"x30" Wl.5R
n? 2 1.43U 20 MPH Advlso 18"x18" '1113.1
03 1.430 Next 1.5 Miles ?4;'xl~" 'vV7-3A
COMMENTS:
, R\3mavo exIsting Prlmltlvo Road sel up at m.p, 0.09 RI..
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PREPARED:
DATE:
3/10/99
SAK
APPROVED:
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SIGNED: .,(j...u,.d- /~"
SKlNED:
WORK COMPLETED:
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JEFFERSON COUNTY
-DEPARTMENT OF PUBLIC WORKS
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P,i) Box 2070
1322 Washington 51.
P"rt Townsend, W^ 98368
(,60) 385-9~ 60
Frank Gfffora, F-uui.(,' v'v'0tk.::; D:r:::c!o.~Co!mly Engineer
MEMORANDUM
Date:
03/29/99
Monte Reinders J1L-
Frank Gifford
From:
To:
Subject
Oil City Road Study
Frank.
Do you want to continue to pursu:3 the Oil City Road study? Do you really think that we
can break out of the status quo for this Area? You kncw the precedents better than I but
from what I'Vtl gathered, we are trying to swing a deal on the Upper Hoh road to reduce
our interest there. Should this road be piggybacked onto that process? We could
Ilursue road use fees for commercial Ii.e. timber) interests. I don't see how we are going
to convince FEMA. the tribes, USFW, and our own governmer.t of the need to spend a
ton of money out there on preventative measures like rip rap or road relocation (which
does not benefit land owners anyway). Le!'!; discuss this issue at your conver,ience.
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JEFFERSON COUNTY
DEPARTMENT OF PUBLIC WORKS
P.O, Box ::D70
132~ Washingtcn St.
Port Townsend. WA 9'3368
(360) 385,91'30
f\/d/d ..; ,~nl:.)T:", onE {"'!.J'b,';':; L~(';(ks OirGctor,'COL.nty E..-:;.'neer
MEMORA:'>1nUM
Date:
09/02/98
From:
Monte Reinders
Engineer III
Tllrough:
Frank Giffo.-d ;;::f ~
EngineeTlng Services Manager
To:
Klara Fabry
Public Works Director/County Engineer
Subject:
Oil City Road Study
Proposed Course of Action
County Road No. 134309
The following discussion relates to the ongoing study of the Oil City Road amI proposes a course
of action for its continuation. It is understood that this study was initiated as a response to a
FEMA request for alternatives regarding tluod hazard Il.itigation fur the road section helow
approximately MP 8.3. A report outlming several alternatives was completed on July 9, 1998 and
diseus,ed brietly in a meeting of the ahove individuals several weeks later. The County Engineer
indicated that a meeting should be held ,0 seek input and discu:;r; th~ altcrnatives with thc
potentially ~ffccted parties.
The Assessor's list shows the following breakdown of property owncrship in thc Oil City Road
corridor:
1. Approximately 750 parcels (including fair market, public timber, private timber, Park)
2. 280 totnl property owners
3. 14 owners with developments on property
4. 3 p'ltentially affected property owners at the road end
5. Major property interests include National Park, DNR, Rayonier, John Hancock Life
Insuranec
Additionally intercsted parties would likely include the Boh trihe, Clallam PUD, and possil'!y the
City of Forks and the Department of Fish and Wildlife.
There arc two separate isslIcs at stake with this road. The firs~ is the tloud mitigntion issue nnd
the second, which is tangentinlly relnted to th': first, is how will the County manage this 1'(,adwllY
in thc future for the Inuximum bcnefit of taxpayers.
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Oil City Road
09/02/98
Page 2
These issues raise the following questions:
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I. What is FEMA's preference regocding the alternatives in the report'!
2. What is the most I'tckrabk ur acceptable alternative among those affeded'!
3. What is best for the taxpayers from a cost vs, benefit standpoint'!
4. Should a portion of the roau be vacateu regardless of FEMA response'!
5. Should commercial use fecs be ."tablishcd or should the DNR take over the road or should It
re"vert to adjacent property o\"'-iwrship?
What action would the Commissioners support"
6.
f recommend that we solicit FEMA input prior to going public with any alternative proposals. as
it is easy to predict tl,e response of the affected parties to each of the a!ternatlves. If read
vacation IS proposell. we may wish to negotiate with the DNR prior to presenting tris opllon to
the general public as well. This phased approach wi!1 aHow tile County to present an infonned
opinion to a wider audience at a later uate,
We .hould get together to diSCUSS our course of action '.vh"n it is conwnient.
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flate;
July 9, 1998
from:
Monte Reinders
111rollgh:
Frank Gj fford, Engineering Servicl:s rvlanagcr
To:
Klara Fabry
Public Works DIrcctur/County Enginccr
Subjcct:
praft Study
Oil City Road (County Road #13<13(9)
This draft study summarizes usagc, past and future costs. amI possible altemati>es lor the Oil
City Road This study was initiated at the request of FE~1^ as a result of nearly $1 million of
flood disas:er claims by the County in the years of 19\15 and 1996 due to property Joss and road
damage created by meandering of the lower Hoh River channel. This memo is intended to
provide a platform for discussion from which alternatives can be selected and pr"sented to
FEMA.
OIL CITY ROAD - BACKGROUND
Service Area:
Oil City Road begins at US 101 and tenninnt.... near the Oil City site at the Olympic Natiuna]
Park ocean strip on the Washingtoll eoast. The road is approxhnatcly 10.98 miles in length with
eST surfacing ,rom MP 0.0 to approximately MP 5 and gravel SUI fa~illg b~yond this point.
Oii, City Road does not intersect any other County roads. The DNR 0.3000 logging road (also
known as the "Goodman Mainline"), which connects with Oil City Road at approximately MP
5.6, is the only connecting through route. The 0-3000 road traverses State and privately held
tirl1berlands to the north for approximately 17 miles, eventually reconnecting with un 101 near
Bogaehiel State Park. The halfway point of this 23-m'!e loop is approximately 5.5 miles north of
the intersection with Oil City Road. The effective halfway point of this loop may actually be
further to thc north given the flatter topography and probable higher quality of the Oil City Roa~.
The 0.3000 road also connects with :he LaPush road further to the north. Other roads aceessed
from Oil City Road consist primarily of a few short logging spur roads.
Oil City Road scrves an area of roughly 16,000 acres. This area was detennined by including all
watershed areus scrved exclusively by the Oil City Road and the 0.3000 road up to the halfway
point of the loop dcscribr.d previously, as shown on the attached topographic map. A smaller orca
of 9,450 acres would be r1~tennined if Just considcrin/l the orca dclineated using watcrshcd
I,oundaries and eliminating areaS scrved hy roads with alternatc access points.
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Oil City ROad
Page 2
Property Use:
Of the 16,000.azrc total, 550 acres are assessed at a fair market value of S 1,046,875
(approximately $1,900 per acre). A parcel rr.ap has been attached for informative purposes. Most
fair market valued property consists of the smaller lots shown in Sections 4, 5. 20. & 21.
Riverbed acre~g~ is estimated dLe to the sh;fting river course.
The assessor's list was filtered to hlclude only properties with bui1dmgs, from wlneh It "''1'
assumed that the property is occupied at least on a Plio Hime basis, From this hst, .t was
determined that there are 14 properties on Oil City Road with improvements. Of these. : 0 lots
are located along the first 3.4 mHes ofthe road. Tlw r..maining 4 lots arc located henvccn MP ~o
and MP 9.8 and comprise 205 fair.market-v~lued acres. These 4 lots are owned by 3 propert'j
owners with Oil City Road addresses, These 3 owners also possess an additional 250 acres
(assessed as either unimprov"d or timberland) along this stretch of Oil City Road, rolal assessed
property value of the 3 occupying landowners along this stretch of road is $278,775. The portion
of road rrom MP 8.0 to the NatIonal Park travcrses land held primarily by these owners.
Approximately 15,000 acres are timbeliand, This represents an area equaling roughly 4% of the
tclal Jeffem''1 County timber acreage of 368,000 acres (private and DNR), Approximately },5oo
acres in the Oil City basin are managed by the Slate and are therefore tax exempt, The remaining
11,500 acres of non-exempt timberland are assessed at approximately $100 per acre. Major
timberland holders in the area include Raynnier and .Iohn Hancock Life Insurance. An estimated
95 percent of Oil City Road between MP 0,0 and MP 8,0 is located on timberland owned
primarily by Rayonier and the Johro Hancock CompaOlY with minor parcels of State ownership.
ONR Cottonwood Campground:
Oil City Road provides access to the Cottonwood cnmpgrn~!'1d located at :lJ1prnximat~ly MP 2.4.
DNR records for April through October of 1996 indicate a total visit..tion to this campground of
800 people; The number of visitors is likcly higher due to response rate of tl:>-: ~~!f ~~bj~t...\i;;;;
system. TI,is campground received the third highest visitation of the 12 Olympic Region DNR
campgrounds.
Olympic Natk,nal Park:
Oil City Road serves as an access point to the Olympic National Park coastal strip between the
Hoh River and tmils from the LaPush Road to thc north. TIle trail system ..long this strip IS
estimated to be 18 miles in length. National Park Service records indicatc an annual overnight
visitation at the Oil City trailhead of 350 parties totaling an estimated l,OOO pl'opk, This is
thought to represcnt an 80 percent registration rate. Day use visitation may be one to two times
the overnight use, but this data has not heen collected. This trailhead may he lIsed for duties
includir.g poaching patrol, se~reh and rescue, etc. However, alternate access is available from
other trail heads and from the many adjacl'nt logging roads, which ure less thr.n I mile Ii-om the
beach in many locations along this stretch. Search and rescue operations are likcly conducted by
hclicopter in this region. Ori ft boat fishermen also use the lower stretch of thc road.
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Traffic Data:
ADT counts for Oil City Road betw~.in 1992 and 1996 averaged 123 vehicles per day at MP 0.44.
At MP 5.0, ADT counts averagP,,,\ 5 1 vehicles per Jay. Much of this use is assumed to represent
round trips so tota1v"ilble t:li~,';~ '",ouid be significantly less than the indicated ADT.
Utility Corridor:
Clallam COU!lty PtiD.'uses I~J\n(~nE~ ,t'th:-. ;ii City p,-{\P.rl ~1ignnlent for a utility corridor. Power
and phone follow tJ',road nrdiUS 101 ':0 al>proximate1y MP 2.0. Utilities for the owners at tl,e
road end CGme l'~rosl', the'itob~ivcr on an aerial lin", from the Hoh reservation. Sections o~
utility repla,.1 u;,;f.-',~l1oo(I rep;,ir were located underground on the north side of the road. ~'o
utilities rep'oiteclly exist between approximately MP 2.0 and MP 8.0.
Conclusion:
It is apparent that the Oil City Road, on an acreage basis, serves primarily a few,c!'lmmercial
timber interests. On a day-to-day basis, the !,rimary users are probably local residents and Park
and Campground visilonl,' The road will likely see increased use by timb~r companies as
previously cut stands mou\.l.'e over the next 50 years.
RECENT FLOOD H~~~]RY
Migration of the Hol1lRivc:r channel is a natural and continuous phenomenon due to its alluvial
nature along the Oil c'liY Road stretch. Many of the old channels are shown on maps, which
indicate the river has hi"tolically wandered over a one-half mile wide valley bottom. A report
prepared by the Univ.en;!:y of Washington (Abbe & Petroff, 1996) sug!lests that the historic
Holocene migration ZOI1<". was nearly twice this wide. The report alr..1 sugllests an average bank
erosion rate, at the cl12,nnel bends, of 17.6 meters per year has occurred between the years of 1956
and 1982 although this likely occurred as larger events during flooding.
Reportedly, in the vicilli~ of MP 9, the riverbank began eroding to thc north in 1992, eventually
consuming an estimated 54 acres of farmland valued at $140,000 ($2.600 per acre). A flood
event (estimated by the University of Washington report to equal a lO.year recurrence interval
evcnt) lasting from NOh'cmber7 to December 18, 1995, caused substantial bank erosion which
threatened the road between MP 9.41 ar.;! MP 1).64. Thc County ultimately received FEMA
funding and in 1996 constructed 1,340 fcet of rip-rap. rock barbs. and cabled-log bank protection
(Project XOI245). CClI;t of the projcct was $584, I 77 ($4~5 per foot of bank). Flooding in late
Dccember 1996 led tll two additional emergency projects. Project XO 1299 consisted of 180 feet
ofrip-rnp and log pmle~tion at MP 8.9 constructcd 'in 1997 for a cost of $27,887 ($154 per fuot).
Project XOl315 ecnlli,ted of600 feet of rip. rap and log protection added in 1997 at MP 9.0 for a
cost of $346,244 ($57i per foot of bank).
RlS,K,OF FlJTUR~.f!AMA.QE
I! is nearly impossihle t;l assess the future risk to property and the road in the Lowcr HohRiver
reach due to the unprtductable nature of the alluvial river CUUI'SC, unprcdictuble frcquency of flood
even!s, ctc. ,It is even 'more difficult to estimate the time at whieh a given course of the river may
shift as this is a random event related to deposition, riverbank characteristics, movement of wood
:lebris, and other fact\)I1l, Thcrefore, no attempt has been made to address the design Iifc of
existing bank protection and/or priority locations for further p\'otccti~n.
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Oil City Road
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Essentially, the entire portion of roadway and :hose properties located 0" the alluvial plain, which
includes land from approxih1atelv MP 8,3 and beyond, could ultimately be threatenee by the
shifting river channel. It is likely that the road and ::>roperties between MP 8.3 and MP 9.8 arL
situated on historic river chamlels. The USGS map seems to indicate an old channel along the
south edgc of the load from approximately MP 8.3 to MP 9.2. The portions of road before M?
8.3 are not con,idered to be at risk as they are situated on uplands above the alluvial valley.
RECENT OIL CITY ROAD COSTS
Table I, attached, summarizes recent costs associated with Oil City .l.oad. From the table it can
be seen that in the years spanning from 19~3 10 1998. approximatt" c~sts for emergencies, 7egular
maintenance. and a major culvert rC9lacernent have totale<i 5':1.1 mi::ion dollars. Approximately
S958.000 has been spent on emergency flood repaIr since 1996. Of the maintenance subtotal
($505,376), approximlc.tely $188,196 was spent on hard surfacilg associated with the paved
roadway section ending at MP 5. MalOtenane.: costs have therc:;l;'ce averaged approximately
$8,000 per year per mile of (assuming an 8-year pavement life). Wi tho' .t hard surfacing costs, the
3verage annual cost per mile of road for maintenance has averaged $5,700.
Future costs will inclurle regular maintenance, emergency flood protection, and correction of
several additional fish passage barriers, which have been identified.
ALTERNATIVES
I. Comolete RID-Rao Bank Pro!ectlo...!!
Cost: Mlolmum protection - $807,000
Complete protection - $2.3 million
Excluding the 2,120 feet of river bank protected by the previous three emergency projects, there
remain an estimated 4,950 teet of road located in the historic river migmlion zone which are not
protected by hard embankment structures between MP E.3 and MP ,9.64. l'sing an average price
of $4j2 per foot of bank protection calculated from the three recent emergency projects (which is
on the low end of the cost range when other similar projects in the County are included), the cost
for proh;cting the remaining sections of road totals $2.3 million. It appears that the length of
unprotected bank remaining between rec~ntly repaired sections from MP 8.9 to MP 9.64 totals
about 1,790 feel. Protection ofthcse banks could cost approximately $807.800 (using the above
figure). Maintenance costs ,,",ould need to be added to the above figures.
Benents:
I) Protection of the lifestyles and livelihoods of three families or ir.dividuals.
2) Protection of previously installe,d bank protection valued at $958,000. If bank protection is
not completed, the existing ro~kwork would be vulnerable !O river erosion behind the
upstrc:am end of each section of rockwork thereby leading to increased costs.
3) Non-emergency response leading to improved design.
4) Construction at current levels of habitat mitigation as opposed to higher levels likely in the
future.
S) Protection of approximutely 200 acres of land, mostly agriculturul and timberland. and
sevcral occupied structures (property asscsscd at $278,000; structures assessed at $158,000).
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6) Continued access to an Olympic National Park trailhead. In the event of loss of the road,
alternate trail easements could likely be purchased through 'adjacent timberlands.
Alternatively, ~ccess could be obtained by boat from the Hoh reservation across the river.
The lands accessed by this trailhead are also accessible from other trail heads further to the
n01~il.
Disadvantages:
1) Cost, as previously outlined.
2} l'erperual maintenance costs.
3) Resi.tance by other agencies (Fish & Wildlife and the Hoh tribe) to pennit construction due
to habitat loss. It may be difficult to oQlahl a permit for "hard" bank protection in other than
emergency circumstances.
A) Perrnanent reduction in tish habit~t.
2. Reroute from MP 7.3 to MP 9.6
Cost: $1.6 million
The portion of roadway which has been affected and which may in the future be "ffected by tlood
damage (MP 8.3 - MP 9.6) could be rerouted through timberland to the north above the alluvial
valley and out of reach of river meanders. A possible reroute beginning at approximately MP 7.3
and reconnecting at approximately MP 9.6 would be 2.2 miles in length as shown on the attached
map, Figure 2. Construction of this alternate would cost an estimated $1.6 million as shown in
Table 2. This alternatc could be constmcted with grades maintained at 8% or less. It appears that
one major culvert would be required.
Benefits:
1) Perrnanent negation of the river as a f1ctor in road maintenance.
2) Presr-rve access to the Park trailhead and a negligible amount of timberland.
Disadvantages:
1) High cost.
2) Property which is served by the existing road would no longer he protel'ted by tile County
emergency work (funded by FEMA)
3) Necessity of property owners to continue USe of and, therefore, maintain existing road as a
driveway to access their properties.
4) Lack ofproteclion for utilities serving residents.
5) Probable lack of property owner support.
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Table 2 . 011 CI
Unit Cost
$ 400,000
$ 150,000
15%
15%
1 0%
13.8 acres $ 9,000
Total Cost Subtotal
$ 880,000
$ 150,000 $ 1,030.000
$ 154,500 $ 1,184,500
$ 177,675 I $ 1,362,175
$ 136,218 $ 1,498,393
$ 124,200 $ 1,622.593
Grand Total: $ 1,622.593
3. RO:ldwav V.MJlti!m
Cost: Negligible Administrative Costs
A preliminary review 01' applicabl~ RCW's and Jefferson County Code has revealed no
legislation which would prevent vacation oftheroadwav. RCW 36.87.070 prohibIts vacation of
County roadways which abut bodies or water. However. it would appear that the intent I ~ the
legis1Mion is to preserve public land along shorelines, which could be purchased. The road _;lly
abuts the water in the areas where recent flood damage has occurred. In other areas, private
property, and not the road, abuts the watcr.
Realizins that there will be considerable opposition to road vacation pr'1posals by thoee served by
the roadway, the folIowing options arr precented.
3A. Vacation from MP 8.3 to End
Benefits:
Vacation of the road beyond approximately MP 8.3 would eliminate the flood hazard areas oftlle
road, which have cost $95B,OOO to repair since 1996 and which may cost an additional $807,000
to $2.3 million in the future plus costs associated with maintenance of flood control structures.
Disadvantages:
~ An easement could be purchased or maintained to prcvide continued access to the Park in
this area. Assuming no vehicle access hcyond MP 8.3, this option would add roughly 2 miles of
hiking to reach the bea.~h. It is unlikely that the Park would spend money to assist property
owners with roau Ullliutenance.
~r Interests: It is unlikely that the major timber ir!terests on the nad would object to this
vacation proposal as Rayonier, Huncock and DNR lands are not servcd by this portion of road.
All a result, it is unlikely that these companies would assume maintena.,ce duties on this portion
of roadway either.
Individual ProoertY..QMIm: This pOltion of road serves three occupied properties. These owners
would be required to maintain the 1.3-mile vacated stretch. Thcse propcrty owners may bc able
to cope with rcgulur maintcnunce demands. However, the property owners would no longer be
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afforded flood protection by the County and could be displaced by flooding it' the absence of
FEMA intervention. Therefere. this option may not eliminate the burden to FEMA.
Utilities: Eliminate protection for utilities serving properties.
~B, Vacation from MP 5,6 to End
Benefits:
Sam" as Option 3A and: Eliminates 4.4 miles of County road and associated maintenance. At a
maintenance per mile cOot of $5,700, this does not represent an amlual significant savings for the
County and prQ\'ides no additional benefit for flood proteciion over option 3A. Preserves access
to the G.3000 logging road loop.
Disadvantages:
Same as Option 3A and:
fm:k; Access essentially eliminated unless the Park will maintain an easement, which is r1eemed
unlikely.
Timber Inter~sts: Serves approximately three (3) sections (1,920 acres). Timber companies or the
DNR may take over ownership and maintenance of road, but would oppose vacation.
JmIildl!ual Pronertv Owners: Same as Option 3A. However, would likely need to work out an
agreement with timber companies or DNR to use and/or maintain road eascment. According to
both, there can be substantial costs as!ociated with tht:se agreements and there is no guarantee of
access.
~ation from MP 3.4 to End
Beneflts:
Same as Option 3A and 3B and: Preserves access to 10 occupied properties while eliminating 6.6
miles of road maintenance with a possible annual average savings to the County of $40-$50,000,
PrCSf"ves utility corridor to from US 1 0 I. No additional flood protection over other options.
The DNR, while they would oppose vacation, would be the obvious candidate for acquiring road
ownership and maintenance duties.
Disadvantages:
Same as Option 3A and 3D and:
Timber interests: Would strongly oppose vacation dl!e to need to maintain access to G.3000
Jogging road. However, would likely lake over strctch of road to the G.3000 intersection end
require usage agreement for property ownt:rs.
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~l Roa~ Vac.B.tl.!m
Similar to Option 3C but affects appro~im&ie1y 10 occl'pied propertics requiring substantial
investment in use agreements with new road owner, potentially the DNR. Could eliminate all
County costs associated with the roadway (average of approximately $1<0,000 pc> ,..aT in regular
maintenance). However, one scenario could involve a requirement for County maintenance of the
first several miles of road as a condition of road use by county residents, in which case this option
wou~d provide no benefit over Option 3C.
4. Pronertv Buvout
Cost: SSOO,lY.lO
It is possible that a voluntary buyout of properties with potential for flood damage au': wuld be
offered in conjunction with Option 3. The buyout agreement could bc left open-ended giving
property owners the option of selling at anytime. winch would presumably occur when road
maintenance ur bank protection becomes an unmanageable burden.
Benefits:
I) Affected property could be purchased for substantially less than the bank protection or road
rebuild altematives and therefore has a high benefit to cost ratio, Area involved is on the
order of 200 acres, which could probably be purchased for les~ than $500,000.
2) Permanently eliminates need for road maintenance or bank protection and is therefore
ccmpatible with FEMA goal of I, ~ducing disast-:r risk. This is (he only option which
undeniably resolves FEMA of potential claims.
3) Compatible with habitat and river management aims.
4) Does not attempt to control a natural rh cr process.
5) Could be coordinated with National Park to provide protection status for a shoreline area.
The Nlitional Park has been involved in a buyout of Oii City lots to the west and owns
approximately 80 percent of these lots. The National Park may be able to provide some
fimding and take posscssion ofland
Disadvantage:
I) Livelihoods of three property owners adversely affected and therefore will be strongly
opposed by these owners.
~perlmental Bank PrlJtectlon
A report \Jrepared by thc Univcrsity of Washington (Abbe, Petroff. and Montgomery, 1996)
proposes an experimental bank protection plan for I) 1000-feet of localized bank 2) I-mile reach
for both banks. This proposal calls for use of engineering log jams to control river channel
loeation in a semi-natural way and thereby protect the banks. Estimated d~sign life is 50 yenrs
a1t.hough periodic maintenance and occasional rebuilding or additIon of struetures may be
necessary. This method was used successfully in n localized area of the Cowlitz Rivl)r in 1996.
Cost: Option I - $56,500 (558/ft. with monitoring)
Option 2 _ $$438,000 ($41.50/fl with monitoring)
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Benefits:
1) Bank protection
2) Lower Cost
3) Compatible with habitat management goals
Disadvantages:
1) Experimental
2} Availability of materials may drive costs higher than predicted by If'w report
3) Gontinued maintenance b!Jfdcn
o. Comn::erelal Use Fees
Cost: Negligible AdmlnistrPdoD Costs
It has been shown that Oil City Road serves a 1imitcd number local residents and has limited
v!,lue in terms of recreational usage. The primary beneficiaries of the road are the timberland
owners in the area. Although timber hauling currently may not account for a large l'etcentage of
the ADT, log hAuling jn future decad~s will lead to substantial increases in road use.
Tax revenue from countywide private timber harvests in 1997 contributed roughly $288,000 to
the County gel'eral fund and $181,000 to the Cout',:; Road Fund. If it can be assumed that this
represents an dverage sustainable yield for the 178,000 a~res of private timber llcreage in
Jefferson County, then it mey be reasoned that the sustainable annual yield on the 11,500 ~~res of
private timberlanrl served by Oil City Road would contribute 6.4% (percentage of total private
timberland in Jefferson County) of the above money on an averaged yearly basis. This represents
a contributionof$II,700 to the County Road Fund annually. Regular annual maintenance on the
Oil City Road has been shown to average $80,000 per year in recent yeara. Clearly, it could be
argued that public monies used to maintain the Oil City Road are subsidizinl( a sole commercial
interest. While it is realized that County roads are not created for profit, a commercial use fee
could be justified on this road. Methods of implementing such a fce should be explored.
Benefits:
I) Income partially offsets regular maintenance costs.
Disadvantages:
I) Unlikely that reasonable commercial usage fees would offset costs to mitigate flood damages.
2) Commercial timber is not hauled ovor the portion of roadway subje<:t to flooding. Therefore,
this option is probably of little interest to FEMA. Commercial haul fees may not be able to
be applied to sections where haul does not occur.
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B&;OMMENDA nONS
mMAi
Continuativn of flood protection along the lower stretch :>f the Oil City road represents a low
benefit to cost ratio. A vac:ltion of f1ood.prone areas of Oil City Road coupled with a voluntary
buyout property owners along this ~tretch of road represents the highest benefit to cost ratio of the
options discussed although it would not be popular with affected owners. This option would
eliminate potential future Llitigation costs and is perceived to be compatible with tre goals of
habitat and river management agencies. The Park is considered to be a neutral factor in this
option.
If this option is not pursued by FEMA, funding for completion of bank protection tfac a cost of
$438,000 to $2.3 millicJO) should be provided. At a minimum, FEMA should assure the County
that funding would be availab!e for this area during future emerge-Iocies.
comITY:
Continuation of service to the end of Oil City Road provides minimal benefit to the County and
has resulted in high costs to the taxpayers. The County would bene tit from vacation of the road
beyt'lOd \.IP ~ reducins annual maintenance costs by $40,000 - $50,000 annually and eliminating
emergency costs. The rOlld serves primarily timber interests and 95% of the road is located on
timberla:ld. Vacation would likely lead to the DNR assuming control of the road although both
the DNR and private timber companies would strongly oppose road vacation. In lieu ofpunuing
road vacation, the County should establish a commercial use fee policy to offset maintenance
costs.
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ROAD VACATIONS
Sections:
~ Purpose.
~0.1!l Definitions.
~!!. Scope.
~ vucatlon petitions.
12.10.050 Board-Initiated actions.
~ Public workS department procedures.
12.10.070 Planning alld building department review.
~!IJ!. AsselOsor's office review.
~~~ Other appllCllbie depar'lments, agencies, and offices.
~ Hearing.
~ Board of county commissioners review, approval.
j2.10.120 Class C road vacations.
~ Review criteria.
1210.140 compensation requirement.
~ LegislatlvfJ action - Final action.
12.10.010
Purpose.
The purpose of this chapter Is to provide uniform criteria for the vacation of county roads within Jefferson
County pursuant to the RoadR and Bridges Vacation Act (Cl1apter ag.6.i:.FJ.<W). lord. 6-92 !llJ
12.10.020
Definitions.
(1) "County" means Jefferson County, state of Washington.
(2) "County road" means a public rlght.of-way which Iles outside the limits of any incorporated city. and that
has been dedicated to. deeded to. established by usage, maintained. or utherwise established by the county.
Such county roads shali be classified as foliows:
(a) Class A: Roads p,tablished, dedicated to, deeded to, or otherwise established by the county for which nl)
publiC expenditures have been made In the acquisition, Improvement, or maintenance of same except those
, roads plaited prior to March 12, 1904 which remained unopened for public use for a period of five yeara efter
authority was granted for opening them.
(b) Class B: Roads established, dedicated to, deeded to. or otherwise established by the county for which
publiC expenditures have been made In the acqulslllon, Improvement, or malntenar.ce of seme except those
roads plaited prior to March 12, 1904 which remained unopened for public use for a period of five years after
authority was granted for opening them.
(c) Class C: Those roads plaited prior to March 12,1904 which remained unopened for public use for a period
of five years after authority was granted for opening them. lOrd. 6.92 !l2J
12.10.030
9c0/3e.
This chapter shallllpply to petlllcns for tha vacation of all or portions of a county road wllhln Jefferson County.
lOrd. 6-92 !l3J
12.10.040
Vacation petitions.
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Petitions for road v21A1tions shall be submitted, along with fee!' as provided by the board of county
commissioners, in writing to the department of public works. The petition ShCl~1 be signed by a majority of
owners of the frontage of the road or portion thereof proposed to be vacated. The petition must show the land
owned by each petitioner and set forth th"l such county road is useless a3 a part of the county road system
and that the public will be benefitted by its vacatIon and abandonment. All fees And costs describgd herein
shall be paid prior to the vacalion becoming effective. JCC 12.10.120 shall apllly to l/1e vacation of Class C
roads; JCC 12.10.050 through 12.10.110 shall pertain to the vacation of ';Iass A and Class Broads. lOrd. 6-92
~4.10]
12.10.050
Board ,inlllated actions.
The board of county commissioners may initiate vacation action by resolution when:
(1) Requested to do so by the county engin3er;
(2) The county is desirous of Initiating a property exchange for relocation of a right-of-way to a better l.,cation,
or for greenbelt purposes;
(~) 'The right-of-way lies within countJ property;
(4) The right-of-way lies within other public lands. [Ord. 6-92 ~ 4.10]
12.10.060
Public works departmont procedures.
(1) The Jeff"rson County public works department shall accept the road vacation pem!on and fee. rhe
department shall provide preapplicatlon consultation to the prlnclpai petitioner. The public works department
shall contact the planning and building department and other oppllcable departments, agencies and offices
requesting that they review such vacation and retun, any and till comments to public works. The public works
department shall also colltact all adjacent properly OWl1ers within a 300-foot radius of the vacation request.
After the Jefferson County hearing examiner estabtlsnes the date of public hearing, the public works
departntent shall review the petlllon and post each terminus of the subject road with a pub!lc notice stating Ihe
fixed date of the publiC hearing. Such public notice shall be posted at least 20 days prior to the fixed !late of the
public hearing.
(2) The public works departme~t shall examine the proposed road vacation and produce a written report for the
hearing examiner record that Includes the county engineer's opinion as to:
(a) Whether or not the subject road should be vacated;
(b) Whether or not tho road has been In use;
(e) What the condition of the road Is;
(d) Whether or not \I III ed~illable to preserve the road for the county road system In the future;
(e) Whether or not the public will benefit by such vacation;
(f) Whether public expenditures have been made In the acquisition, improvement, or maintenance of the
subject road, and the amount of said expenditures; and
(g) Any other appilcable facts or Information.
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(3) The department. of public wLlrks shall prc')are a written staff report for the hearing examiner's review and
recommendation.
(4) The public works department shall then forward thtl hearing examiner's recommendations and appropriate
Information to tile board of county commissioners.
(5) The publiC works department shall submit a bill for the cost of such an examination and report, The
petitioners shall be responsible for payment of these costs prior to the vacation becoming effective. When
directed by the hearing examiner, the public works department shall also provide an estimated amount of past
county expenditures on the subject road. lOrd. 6.92 ~ 4.20]
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12.10.070
Planning and building department review.
(1) The planning and building department shall review the petition and prepare a written report that includes:
(a) the road vacation's consistency with the Jefferson County comprehensive plan and any other applicable
plans. policies. or ordinances; (b) whether environmentally sensitive areas exist in the vicinity which might be
affected uy the vacation; and (c) any other applicable facts or information. This report shall be submitted to the
department of pubfic works for inclusion in the staff raport. The planning and building department shall also
submit to to,e department of public works a biil for costs in conducting their review and developing their report.
(2) The Jefferson County hearing examiner shall direct the planning and building department to establish the
date of the public hearing. This date shall be s.:lected in accordanc' '",ith the hearing examiner's regular
3chedule, The Jefferson County department of public works shall e: h .,.re that notice of the public hearing is
published in a newspaper having county.wide circulation at least once a week for two consecutive waeks prior
to the fixed date of the hearing, fOrd. 6-92 !i 4.30]
12.10.080
Assessor's office review.
The Jefferson County assessor's office shall review petitions to ensure all petitioners are property owners of
the frontage of the proposed road vacation, The assessor shall provide an assessed value for the subject area
of the propos13d vacation. The assessor'S office shall submit a bill for costs In conducting their review and
developing the assessed property value to the board of county commissioners. fOrd. 6-92 !j4.40]
12.10.090
Other applicable departments, agencies, and offices.
When appropriate. the fallowing departments, agencies. and offices shall be contracted to review and comment
on the petition: the water supply provider. the water treatment provider. the '3lectric power provider, the
telephone service provider, the Jefferson County sheriff's office. the local fire district, the emergency medical
services provider. and any other bppllcable deport;nants, agencies. and offices. lOrd, 6-92 !i 4.50]
12.10.100
Hearing.
In accordance with RCW 36.87.060 and Chapter 2.05 JCC, the hearing examiner shall hold a public hearing on
all petitions for road vacations. The examiner shall rpvlew the road vacation petition, the written staff report(s),
and the criteria contained In JCC 12.10,130, and shall receive public testimony in support of or In opposition to
the proposed road vacation. The hearing examiner shall then Issue a written record of recommendation to
grant or deny the pblltlon, with any conditions of approval. lOrd. 6.92 !i 4.60J
12.10.110
Board of county commllllfoners revIew, approval.
(1) The Jafferson County boa..d of commissioners shall review the report and recommendation of the Jefferson
County hearing examiner. The Jllfferson County board of cornmlsslonera shall either deny or accept and
adopt, In whole or In part, the findings, conclusion:. and reco'TIrnendatlons of the hearing examiner, and shall
make a final determlnllllon whether the request shall be denied. appwved. approverl with conditions, or
approved In part. The b':.ard of county comml:310nerll may make saparate or revised findings and conclusions.
These shall be based upon testimony presented at the public meotlng at which the heerlng examlner'll
recommendation III cOnRldered.
(2) As a special condition for granting approval of the roed vacation petlllon. the board of county
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commissioners may:
(aj Retain an f'asement within the subject vac&ted area for 'he construction, repair, and maintenanc", of public
utilities and services, pursuant to ~1l.87.140 and JCC 12.10.130; and/or
(b) Retain an easement within the subject vacated area for trail or pathway purposes, pursuant to .JCC
12.10.130 and In accordance with the provi~ions of Chapter 7 of the Jefferson County comprehensive parKS
plan. lOrd. 6-92 ~ 4.70J
12.10.120
Class C road vacations.
(1) In accordance with Section 32, Ch. 19, P. 603, Laws of 11189-1890, roads which are classified Class C ir.
this chapler are vacated by operation of law; however, action of record must 00 taken by Jefferson County to
remove any cloud to title remaining as a result of a recorded interest in the county. At the time of application,
the principal petitioner shall submit a request for a statutory or non.use vacation, along with fees as provideu
by the board of county commissioners.
(2) The patitioner must present proof that the road or right-of.way remained unopened for a period of five years
fOllowing dedir.ation in the plat. Such proof shall be in the form of swom and notarized affidavits or public
documents duly certified.
(3) The county engineer shaU prepare a report for tha board of county commissioners stating whether the road
was vacated by operation of law and the county divested of Its interest before the 1909 amendment, Laws of
1909, Chapter 90, Section 1, which exempted from vacation by operation of law certain lands dedicated for
road purposes, became effective.
(4) The board of county commisllloners shall make a final determination whether th"! request shall be denied or
approved. lOrd. 6.92 ~ 4.80]
12.10.130
RevIew criteria.
Road vacation petitions shall be reviewed according to the following criteria:
(1) The proposed road vacation complies with the Jefferson County comprehensive plan and any other
applicable plans, policies, or ordinances.
(2) Roads should not be closed, vacated, or abandoned when land uses or development plans, or occurring
patterns, Indicate their usefulness for area circulation. Prior to a vacation decision, an examination should be
made of its probable effect on overall area circulation In the neighborhood. Single or multiple vacallons should
be cons/dei dd a positive tool toward Improvlnp nolghborhood circulation and accesses.
(3) The effectiveness of fire, medical, law enforcement, or other emergency services should not be impaired by
the closure, vacation, or abandonment of county roads. Appropriate authorities should be consulted with
respect to this polley,
(4) Rosds should not ba closed, vacaied, or abandoned when such routes can effectively be used for utility
corridors. Suitable utility easements could be retained as a means or satisfying this polley. PUbilc and private
utility companies and their plans should h") c;;nsulted wllh respect to this policy. In compliance with ac..1lY
aaJilli.!2, th~ beard of county commissioners may retain an easement wl\hln tho subject vacated area for the
construction, repair, and maintenance of public utilities and services.
(5) Roads should not be closed, vacated, or abandoned when such routes can be effectlvaly used for trails or
pathways. Sultablelrall easements could be retained as a means of satisfying this policy. The Jefferson
County parks, recreation, and open space plan should be usod as a guide to determine traU needs.
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(6) In compliance with BGW 36.87.130. no county road or part thereof should he vacated that abuts on a body
of salt or frash water, unless the vacation is to enable any public authority to acquire the vacated property for
port purposes, boat moorage, or launching sites or for park, viewpoint, recreational, educational. or other public
purposes, or unless the property is zoned for industrial purposes.
(7) The proposed vacation will not land lock any parcel of property. lOrd. 6-92 ~ 5]
12.10.140
Compensation requirement.
(1) The boarcZ of county commissioners shall require compensation by the principle petitionor(s) for all Class A
and Class B vacated rights-of-way in compliance with RCW 36.87.120.
(2) Compensation for all Class A vacated rights.of-way shall be determined at a rate of 50 percent of the
aSllllssed value of the property as determined by the county assessor'S office.
(3) Compensation for all Class B vacated rights-of.w"y shall be determined at a rote of 50 percent of the
assessed value of the property ,,5 determined by the county assessor's office. In addition, compensation shall
be paid In an amount equal to the amount of public ,expenditures made in acquisition, Improvement, or
maintenance on the subject road.
(4) The assessed value of the rlght.of-way may be obteined. at the proponent's rtlquest IInd expense, from an
appraiser certified in the state of Washington. Verification must be provided that the appraiser Is certified by the
Washington State Department of licensing. If the property value provided by the county assessor and the
certiRad appraiser differ, the principle petltioner(s) may choose which value shall be used in determining the
required compensatioli.
(5) Alternative compensation may be provided In lieu of the monetary amounts define"; above when found
acceptable to the board of county commissioners. In this event, alternative forms of compensation must equal
or exceed the monetary compensation required by this chapter. Alternative compensation shall Include but not
be limited to the exchange of property and/or Improvements provided by the principle petltioner(s).
Compensation shall be paid to the county subsequent to the board of county commissioners' approval of road
vacations and prior to the signing of tile vacation resolution.
(oj Compensation and all other fees must be paid within one year of approval of the request. Should the
request be denled,'relmbursement to Jefferson County of all costs of processing the request shall be the
responsibility of the principal petitioner. If fees are not paid or conditions of approval are not met within one
year of the board of county commissioners' approval of the vacation request, approval may be rescinded upon
notice by mall to the petitioners. [Ord. 6.92 ~ 6)
12,10150
Legislative actIon. Final action,
(1) At a regular public meeting, tho board of county commlssionors shall review the hearing examiner's report
and recommendation, and may, at the discretion of the board, accept publiC testimony In support of or In
oppopltlon to the proposed road vacation. The board of county commissioners, by a majority vote, shall then
grant or deny the petlllon.
(2) As a spe ;ial condition for granting approval of a road vacation petlllon, the board cf county commissioners
may:
(8) Retain an easement within the subjtlct vacated area for the construction, repair. and malntenanco of public
uWltles and sOl'vlcOG, pursuant to BC~ 36.87,140 and JCC 12.10.130; and/or
(b) Retain an easement within the subject vacated area for trail/pathway purposes, pursuant to JCC 12.10.1::'0.
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Key
Road number
Milepost
Sequencer
OIL CITY RD
.440 mi SW of US 101
Road name
Location
13430
00.440
01
Leg of intersection Lane(s) ALL
Source Comment <Ctrl-N> to insert new line
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By
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Count
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195
111
80
Date
09/25/1996
08/06/1993
04/15/1993
OS/28/1992
1
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4
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Date Count
09/25/1996 59
OS/28/1992 43
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OIL CITY RD
265 ft E of END or PAVEMENT
Road name
Location
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No
09/25/1996
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Monte Reinders
From:
Sent:
To:
Subj;;ct:
Jeff Chapman
Thursday. June 11.199810:04
Monte Reinders
Oil City Road Properties
Monte:
I put the Oil City Road property spreadsheet in your public folder. Use it with caution. A'J I
said, the values mayor may not be representative of fair market value depending upon L'1e tax
status of various portions ofa given property. Generally, accurate analysis must include a
parcel by parcel record inspection.
Also, do not rely totally on the acreage figures (exc~pt with timberland assessed acreage).
Small properties (such as Oil City lots) are often assessed on a per site l-asis, so acreage figures
may be excluded. We don't value public land!:, so again, acreage figures are often excluded.
Riv~rbed acres (found added in the unimproved acres .:olumn) are an estim:lte only. The rate
per riverbed acre is so low that property owners generally don't care if we're exact. Don't use
the Fire Patrol Acre field. This is just a trigger for a per/pared assessment. We sometimes
just enter a minimal figure (.01 acres) in order to generate the assessment.
The best way to gel comprehensive al,;reage figures is by us adding ar, additional field
generated from our GIS system. Because of the changing river cour<le, tbe acreages would still
be ballpark.
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Road# Milepost Feature DeLail ",j
13430
13430
13430
13430
13430
13430
13430
13430
13430
13430
13430
13430
13430
13430
13430
13430
13430
13430
13430
13430
13430
13430
13430
13430
13430
13430
13430
13430
13430
13430
13430
13430
13430
13430
13430
l.3430
13430
13430
13430
13430
13430
13430
13430
13430
13430
13430
13430
13430
13430
13430
13430
13430
13430
13430
13430
13430
13430
00.000
ou.OOO
, 00.007
00.020
00.030
00.040
00.050
00.120
00.150
00.230
00.250
00.250
00.310
00.400
00.440
00.440
00.440
00.520
00.520
00.810
01.000
01.070
01. 310
01.390
01.408
01.501
01.570
01. 602
01. 670
01.719
01.720
01.732
01. 829
01. 890
01.990
02.000
02.010
02.070
02.108
02.120
02.240
02.280
02.380
02.~90
02.540
02.620
02.670
02.750
02.780
02.800
02.820
02.870
02.990
03.000
03.010
03.044
03.144
Ref point >>
RoadLog []
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Sign
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CuI verI'
Sign
Sign
RoadLog []
RoadLog []
ADT Counts
Sign
Sign
Culvert
Culvert
Crash
Sign
Culvert
Ref Point >>
Culvert
Striping
Striping
culv~rt
Striping
Culvert
Striping
Culvert
Striping
Striping
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Sign
Sign
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culV'3rt
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Culvert
Str.iping
Striping
OIL CITY RD @ US 101
Jur.5 FFC:09 Type:F Width:20 Lanes:02
7397 feet DNP CLine marking(s)
on LEF'T, type R1-1 "STOP"
on RIGHT, type W11.-4A "RANGE AREA"
on RIGHT, type R2-1 "SPEED LIMIT"
on LEFT, type W3-1A "STOP AHEAD (SYM) "
on RIGHT, type Wl-4R "REVERSE CURVE RT"
on RIGHT, type W13-1 "ADVISORY SPEED"
Jur:5 FFC:09 Type:E Width:22 Lanes:02
Jur:5 FFC:09 Type:F Width:20 Lanes:02
count of 107 on 09/25/96
on LEFT, type Wl-4R "REVERSE CURVE RT"
on LEFT, type W13-l "ADVISORY SPEED"
34 foot long ROUND culvert
34 foot long RouND culvert
10/07/87 PROP DAMAGE ENT DRIVEWAY
on RIGHT, type D10-1 "MILEPOST"
55 foot leng PIPE ARCH culvert
elL CITY RD @ NANSEN ANDERSON RD
50 foot long PIPE ARCH culvert
491 feet LNP CLine marking(s)
533 feet SK CLine marking(s)
45 foot long ROUND c~lvert
618 feet RNP CLine marking(s)
69 feet nNP CLine marking(s)
45 foot long ROUND culvert
512 feet LNP CI,ine marking (s)
956 feet SK CLine marking(s)
on RIGHT, type R2-1 "SPEED LIMIT"
on RIGHT, type DIO-l "MILEPOST"
517 feet RNP r.Line marking(s)
4942 feet DNP CLine marking(s)
on I,EFT, type R2-1 "SPEED LIMIT"
55 foot long PIPE ARCH culvert
OIL CITY RD @ COTTONWOOD REC. AREA
79 foot long PIPE ARCH culvert
39 foot long ROUND culvert
35 foot long ROUND culvert
on RIGHT, type Di.0-1 "MILEPOST"
64 foot long ROUND culvert
528 feet LNP CLine marking(s)
502 feet RNP CLine marking(s)
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13430
13430
13430
13430
13430
13430
13430
13430
13430
1.,430
13430
13430
13430
13430
1::'130
13430
13430
13430
13430
13430
13430
13430
13430
1343C
13430
13430
13430
13430
13430
13430
13430
13430
13430
13430
13430
13430
13430
13430
13430
13430
13430
13430
13430
13430
13430
13430
13430
13430
13430
13430
13430
13430
13430
13430
13430
13430
13430
13430
13430
03.239
0",.350
03.430
03.670
03.740
03.780
03.810
03.830
03.880
03.890
03.930
03.970
03.990
01.000
04.020
04.060
01.120
04.180
04.250
04.280
04.320
04.340
04.340
04.390
04.410
04.440
04.440
04.470
04.470
04.490
04.490
04.490
04.490
04~490
04.500
04.500
04.750
04.900
05.000
05.000
05.040
05.050
05.050
05.050
05.060
05.090
05.090
05.100
05.100
05.140
05.210
05.230
05.300
05.390
05.500
05.510
05.550
05.580
05.580
05.600
"""
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Sign
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Culvert
AnT Counts
Sign
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RoadLog
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9552 feet DNP CLine marking(s)
70 foot long ROUND culvert
100 foot long ROUND culvert
34 foot long ROUND culvert
on R":GHT, type 010-1 "MILEPOST"
34 foot long ROUND culvert
34 foot long ROUND culvert
40 foot long ROUND culvert
>>
Orl RIGHT, type R2-5C "SPEED ZONE AHEAD"
on RIGH'r, type R2-1 "SPEED LIMIT"
on LEFT, type R2.1 "SPEED LIlI<iIT"
OIL CI'.L'Y RD (jj' ANDERSON CREEK BRIDGE (BEG.)
Structure: 3W
on LEFT, type OM-3L "TYPE 3 OBJ.MARKER"
on RIGHT, type OM-3R "TYPE 3 OBJ.MARKER"
on LEFT, type OM-3R "'l'YPE 3 OBJ.MARKER"
.,.,T" RIGHT, type OM-3L "TYPE 3 OBJ.MARKER"
on RIGHT, type Wl-8 "CHEVRON ALIGNMENT MARK
on RIGHT, type W1- 8 "CHEVRON ALIGNMENT MARK
on RIGHT, type Wl-8 "CHEVRON ALIGNMENT MARK
11/03/91 PROP DAMAGE VEHICLE OVERTURNED
on RIGHT, type Wl-8 "CHEVRON ALIGNMENT MARK
>>
count of 59 on 09/25/96
on RIGHT, type 010-1 "MILEPOST"
on LEFT, type W8-3 "PAVE1-lENT ENDS"
OIL CITY RD @ END OF PAVEMENT
08/28/87 PROP DAMAGE COLL W FIXED OBJ
Jur:5 FFC:09 Type:E Width:20 Lanes:02
on RIGHT, type 17-701 "PRIMITIVE ROAD NO WA
on RIGHT, type W13-401 "ADVISORY DISTANCE"
on LEFT, type W7-1 "HILL (SYMBOL) "
on LEF'l', type W13-1 "ADVISORY SPEED"
1
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07/07/91 PERS INJURY COLL W FIXED OBJ
on RIGHT, type W11-10 "TRUCK CROSSING(SYMBO
OIL CITY RD @ GOODMAN MAINLINE
on r~EFT, type R2-1 "Si:'EED LIMIT"
Oa/10/aa PROP DAMAGE VEHICLE OVERTURNED
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13430 05.830 Culvert
13430 05.980 Culvert 85 foo!; long ROUNO culvert
13430 06.000 Sign on RIGHT, type 010-1 "MILEPOST"
13430 06.030 Culvert
13430 06.150 culvp.rt
13430 06.230 Cul......e;:t
1343('1 06.260 Culvert 45 foot long ROUND culvert
13430 06.270 Culvert
13430 00.290 Culvert
13430 06.400 Culvert
13430 06.450 Culvert
13430 06.520 Culvert
13430 06.660 Culvert ROUND culvert
13430 06.760 Culvert 40 foot long ROUND culvert
1343C 06.830 Culvert
13430 06.990 Culvert
13430 07.000 sign on RIGHT, type. W11-10 "TRUCK CROSSING ('3Yl.IBO
13430 07.000 sign on RIGHT, type W11-10 "TRUCK CROSSING(SYMBO
13430 07.000 Sign on RIGHT, type 010-1 "MILEPOST"
13430 07.030 Culvert 40 foot long ROUND culvert
13430 07.090 Culvert 45 foot. long ROUND culvert
13430 07.130 sign on LEFT, type W8-6 "TRUCK CROSSING"
134JO 07.430 Culvert 30 foot long ROUND culvert
13430 07.590 Culvert
13430 07.650 Culvert
13430 07.710 Culvert
13430 07.860 Culvert
13430 07.940 Culvert
3.3430 08.000 Sign on RIGHT, type 010-1 "MILEPOST"
13430 08.030 Culvert
13430 08.090 Culvert
13430 08.200 Culvert
1.:1430 08.320 RoadLog (J ,jur: 5 FFC : 09 Type:E Width:16 Lanes:02
13430 08.320 Sign on RIGHT, type Wll-4A "RANGE AREA"
13430 08.360 Culvert 60 foot long ROUND culvert
13430 08.560 culvert
13430 08.660 Culvert
13430 08.740 Sign on LEFT, type OM-3L "TYl?E 3 OBJ.MARKER"
13430 08.740 Sign on RIGHT, typ~ OM-3R "TyPE 3 OBJ. MARKER"
I 13430 08.760 Culvert 58 foot long PIPE ARCH culvert I
13430 08.840 Sign on RIGHT, type W20-1 "ROAD CONSTRUCTION AHE
l 13430 08.940 Cul ver.t
13430 09.000 Sign on RIGHT, type D10-1 "MILEPOST"
.13430 09.150 Sign on LEFT, type W20-1 "ROAD CONSTRUCTION AHEA
1.3430 09.260 Culvert 34 foot long ROlrnO culvert
13430 09.310 Culvert 50 foot long ROUNO culvert
13430 09.380 Culvert 60 foot long ROUND culve~t
13430 09.510 Culvert 47 foot long ROUND culvert
13430 09.590 Culvert 67 foot long ROUND culvert
13430 09.620 Culvert 34 foot long ROUND culvert
13430 09.680 RoadLog [] Jur:5 FFC : 09 Type:F Width:12 Lanes:02
13430 09.680 Sign on RIGHT, t7{?e 12-4 "JEFb". CO. INFO. SIGN"
13430 09.680 Sign on RIGHT, type W13-1 "ADVIAORy SPEED"
13430 09.690 Sign on LEFT, type R2-1 "SPEED LIMIT"
13430 09.750 Sign on LEFT, type OM-3L "TYPE 3 OBJ.MARKER"
13430 09.750 SWIBS Structure: 2W
13430 09. -/50 Sign on RIGHT, type OM-3R "TyPE 3 OBJ.MARKER"
13430 09.750 Sign on LEFT, typ;~ OM-3R "TYPE 3 OBJ.MARKER"
1:'\430 09.750 Sign on RIGHT, type OM-3L "TyPE: 3 OBJ.MARKER"
--1
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13430
13430
13430
134:$0
13430
13430
13430
13430
09.880
09.900
09.900
09.930
09.940
09.950
10.000
10.000
R:>adLog
Sign
SJ.gn
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Culvert
Culvert
Culvert
Sign
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Jur : 5 FFC : lJ 9
on LEFT, type
on !..Er'T1 type
on LEFT, type
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I2-4 "JEFF. CO. INFO. SIGN"
W13-1 "ADVISORY SPEED"
Wll-4A "RANGE AREA"
22 foot long ROUND culvert
32 foot long ROUND cu~vert
on RIGHT, type D10-1 "MILEPOST"
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OIL CITY
$/lanfl mile lanes length
$ 200,000 2 1.9 $ 760,Oi),L
subtotal $ 760,000
no. och
special culverts 2 $ 1 50,000 $ ~OO,OOO ,
subtotal $ 1,060,000
pse <In house) 15% $ 159,000
subtotal $ 1,219,000
ce 15% $ ~._J82,8~O..,_
subtotal $ 1,401,850
contingency 10% ~:~
total ,1~
ROW $$$$7777
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Listing for Upper Hoh Road Project
Interested Parties
~
I>e,partment
~
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01 Jim Buck State Rep 24th District 360/786-7916 360/786-1066 "
. 02-Christy-C~wford- --- - - US'Senator 6orlOrr's ,00' -' . 206l553-63S6---." - -206!SS3=835S
03 Lester Soule Army Corps Engineer 206/764-3699 ' 206/764-4470
04 Cat Hawkins Hoffman Olympic Nat'l Park 360/452-0314 360/452-0335
'04 Rodger Rudolph Olympic Nat'l Park 360/452-0312 360/452-0335
04 Jack Galloway Olympic Nat'l Park 360/452-0312 360/452-0335
05 Gordan Grall Olympic Nat'l Park 360/452-4501 360/452-0344
05 Jim Chambers Olympic Nat'l Park 360/452-0304 360/452-0344
06 Kathy ClJnningham Forks City Council 360/374-3141 360/374-3100
Mike Gurling Oly Nat'l Park/Commerce 360/374-1219
(J7 Kennie Endelman US Sen/l.tor Murray's Off 206/553-5545 206/553-0891
John Robinson Westward Hoh 360/374-6657 No Fax
Vicki Banks Westward Hoh 360/374-6657 No Fax
Gary Peterson Peak 6 360/374-5254 No Fax
08 Chris Byrnes Wa Dept :i';sh & Wildlife 360/374-9506 360/374-9572
09 Dick Engle Olympic Nat'l Park/Seattle 206/220-4274 206/220-4159
09 Rick Wagner NPS Seattle 206/220-4065 206/220-4159
10 Dean Mosiman Peninsula Daily News 360/417-3535 360/417-3521
11 Reginald Ward Hoh Tribe 360/374-6582 360/374-6549"
11 Alvin Penn Hoh Tribe 360/374-6582 360/374-6549
12 Lynn Kessler State Rep 24th District 360/786-7904 360/786-7317
13 Jim Leonard FHWA 360/753-9558 3601753-9889
14 Stephen Moriarty Attorney for Marilyn Lewis 360/457-3327 360/452-5010
15 Kurt Beckett US Rep Norm Dick's Off, 206/593-6536 206/593-6551
16 Rod Fleck Attorney, City of Forks 360/374-5412 360/374-9430
17 Dave Gufler Wa Dept Fish & Wildlife 360/249-6522 360/664-0689'
17 Jol1n Conklin Wa Dept Fish :1:. Wildlife 360/249-6522 360/664-0689
18 Dick Gatten Federal Highway Admin 360/696-7729 360/696-7846
19 le~ Lorenz' NPS Denve9-ervice Cot 303/969-2245 303~98.?;~1
t);;- /).tr?r~f,*,~1'{ .i.J{t:~Vl{11/"c- 3U;-'IO'1-('JQojO;~'~~'~~7-(PZC.~
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Enter the pre-progrnmmed number ror the person you want
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DNR OLYlIPIC RGN
06/08/98 .ON li:47 FAX 361l 374 5446
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TO:J~'
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FROM:
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WASHINGTON STATE OEPARTMENTOF
Natural Resources
FAX COVER SHEET
(c. Pv-.6},c. VJC1r"k~ An ~ fJ.'bn~
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olympic RqpoD oap.tch Tll~: (360) 374-6131
411 TiUicum LIIDll Pu.: (360)374-2888
Forb. WA 98331-9797
SENDER'S NAME: J~< LA N ~ ultJ I~
DATE: c.1 e,J 9'~
11MB: Ib '. i3D
TOTAL NUMBER OF PAGES:
(I;u:ludlq cover sbeet)
DESCRIPTION!
'.1'
OLYMfIC IIIGIOM . 411 TIIlI(lJM LN . FORKS WA ~8l11.9797
FA)/; (J60) J74.5446 . TTY: (36m ."4'1'" . 7!'L: (.160) 374.6'"
Equal OppCMunitylAHjrmatlve Actlcn Employ"
I
1ill00l
JENNifER M. aEtCHER
Commissioner of I"ubli, L.ndJ
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OLY
1996 TOTAL OVERNIGHT and CAYUSE-
APRIL.OCTOBE"
SITE NAME APR MAY JUN JUL AUG SEP OCT TOTAL
50 204 248 320 164 28 1014
24 106 216 218 50 614
.If- 28 . 104 274 308 ee 18 800
10 25 5 10 50
19 83 115 187 34 438
49 23 68 348 488
27 102 305 373 21 918
10 40 38 15 2 125
17 40 65 107 3 240
33 65 'T3 108 9 310
26 95 134 124 19 458
7 34 72 n 210
3 9Z1 1813 28 100
"This infonnlltlon is pnIIlmlnary. II reflects the number of pl!Ople In parties whiCh filled out the self-reglsl.8'IIon
fcmlS onlv. The accuracy of this Infonnatlon to refloct cunent conditions Is affected by the response
rAte of the visitors to r.ll out foons. the presence of campground hosts. and/or the type of f1lCIIIty.
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TOTAL
CDN~ PHASE 2.13
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TOTAL COST ESTIMATE: I I I
A Grimace COlt , IIn.., rr of river bank:: 1 000 '..t
Con ,. Iln.,,. it 01 benlt emucln mon/rorln ",,: I
,""&...... 111011.
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34.77
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.11lI!: 03:~
FEDEAAL EMERGENCY MA/I"GEMENT "GENCY
P.4' PROJECT LISTING
PROJECT COMPLETION "NO CERTIFICATION REl'ORT
DISfoSTER .: 1172
P.". 10: 031-1lOOOO APPLICANT: JEFFERSON ClXJNTY
STUE: IMSHINGTIlN
\lOR)( PROJECT
DSR. SUPP CAT ELlG "CCOMP 9Y COMPL DT
"PPRCYoIED :: COMPL
DSR AMCllHT "T INSP
"CTUfoL DT
COMPLETED
AJfT. CUIMED
BY APPL I CAIIT
__ _ __ ~_ -----= ...=_..__:II:.X'::"'- ....:::11..._._ -*-....s:a....... --
30049
1 C Y FORCE ACCT 10/01l9B
CONTRACT
S83,OOO.QI) 0 --1_1_5
PROJECT TITLE:
DAMfoGE F"CtLITY:
DAMAGE LOCATION:
PROJ DESCRIPTION:
SLOPE & RIVER B"NK PROTECTION 11
OIL CITY ROAD - SLOPE/RIVER BANK ~
N47.7407, W1Z4.38939 - M.P. '1.0 (!lEST OF NWAY 101 II M.P. 177.3
BANK PROTECTION 280 LF; TREE CABLE B.9I' ROTm~ON 300 LF. STORM
RUNOFF OURING THE INCIDENT PERIOD/(liAR la-Z8lyRESUL TED IN THE HOH
RIVER OVERToPPING ITS BANKS & FL/llllWUl..oH-CITY RD. 8Y 1.5'. SEVERE
EROSION OCCURRED, TRANSUTlNU ITS BANK 30"40' NOIlTH TO THE ,EDGE OF
OIL CITY RD. R'PRAP B"NK PROTECTION EAST ZlIO LF. RESTORE TREE CABLE
BANr. SYSTEM, REMOVE UNSTABLE SLUMP IlATERI"L. ADDiTIONAL ""UL ~
MOBILIZATION INCLIIlED (REMOTE LOCATION). ENGINEERING DESIGN SERVICES
BY "PPLICANT & FISH HMIlAT COMPONENTS INCLUDED AS REQUIRED.
MITIGATION: CONSTRUCT CUT.OFF STRUCTURE - 170' TO PREVENT FUTune
MITIGATION OF THE RIVER BANK, PROTECTING THE BANK PROTeCTION PROJ~C1
INVESTMENTS.
DSR HAS BEEN REVIEIlED FOR F15~ HABITAT COMPONENTS REQUIRED 8Y
WASHINGTON OEPARTMENT OF FISH "NO HILDLIFE, FISH HABIT"T COMPONENTS
HILL PROBOBLY BE REGUIREO AS A PART OF RECEIVINO HYOR"ULlC PERMIT
APPROVAL (HPA). "REASONABLE MAXIMUM COST FOR THOSE REQUIREME'~TS HAS
8EEN INCLUDEO (07/15/97), THE HAZARO MITIGATION PROPOSAL IS "PPROVEO
ANO IS REQUIREO "S " CONDITION OF RECEIVING FUNDS FOR THIS DSR.
IHSURANCE REVIEW COMPLETE, APPLICANT IS NOT INSURED FOR THIS LOSS.
COIIMl!NTS:
TOT"L DSR(S):
GRANTEE ADMIN:
SUBGRANTEE ADM IN:
GRAND TOT"L
583,000.00
1647.00
$2,490.00
$86.137.00
5
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PAGE:
XI ('7/('
lXI4MENTS
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.....--- WASHINGTON STATE DEPARH'~ OF TRANSPORTATION
ECONOMICS BRANCH, P&PSC
, PO BOX 47370
OLYMPIA. WASHjNGTON 98504-7370
,--.::OUNTY "!EPORT TO THE
3ECRETARY OF TRANSPORTATION
(RCW 36.75.260) FOR BUDGET YEAR 19d7
COUNTY Je f f e rs on
FREPARED BY R. Pen de r g r as
BARS CODE
311.10
311,30
311.40
312.10
313,10
3'1il.':io
317.20
317.30
317.70
321.50
321.91
322.40
322.90
331.00
331.10
REVENUES AND EXPENDITURES FOR COUNTY ROADS AND RELATED ACTIVmES
(Round to Nearest Oollar)
A. REVENUES AND OTHER SOURCES OF FINANCING In c 1 u des A" c r u a 1
DESCRIPTION AMOUNT
Traffic Pojicing 2 9 S 6 7 6
Real and Personal Property Taxes 803 934
Sale of Tax Title Property 802
Reclassification Reforestation Surtax .--
Private Harvest Taxes 1 8 1
Local Rotail Sales and Use Tax
Commercidl Parking Tax
Leaserlold Excise Tax 3 7 89
Real Estate Excise Tax
ather Operation Assessments
Public Utility permns
Frctl1chise Fees
Str... and Curb Permns 1 6 1 8 6
Other Nonbusiness UcenslS and Permits
Federal Grants Direct (Specify)
Federal F 1 025 098
331.14.20
332.12.00
332.12.10
332,15,21
332,15.60
333.00
333.20.2
333.20.2lC
333.20.21
333.20.22
333.20.23
333.20.24
333.20.25
333.20.26
333.20.71
333.20,60
333.83.50
334.00
334.04.71
Fedoral Community Planning and Development Bloc:l< Grant
Military Forest YIeld
Fedoral Flood Contral Leases
Federal Grazing lea.es (TaylOr Act)
U.S. Fi.h and Wildlife Refuge Tax
Federal Grant. Indirect (Sptclfy)
FHWA - Q
6 993
373 554
~~'It :'~-=~:'_- .~=:1
Feeleral Highway Admin. Orlnls (Direct or IlIdlrecl):
I"ederal Aid - BR
Federal Aid - STP
Federal Ajd ,- HES
Federal Aid RRS
Fedoral AJd CMAO
Federal Ajd - Other
DOT - ISTEA
Hjghway Traffic Safety Admjnlstratlon
Federal Emer ency M3I'1ogemenl Agency
Slate Grant. (Specify)
LA.C. Grants
427,671
3 .862
334.01.1X
334.03.60
334.03.71
334,03.72
334.03.80
334.03.61
334,01.81
DOT ~orm :133.010
Flt",ud '21'7
Department ot Ecole
Motor Vehicle Fuel Tax County Femes
Motor Vehicle Fuel Tax Rural Arlenal Prolocts
Malar Vehicle Fuel Tax - Cou Allen", Pre..rveUen
Urban Allenal Board Grant.
DOT - Emergency Asst.
WA State Military Dept.
,,: TBlJ
33.625
9.856
4.446.799
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SCHEDULE 1 SUMMARY - OIL CITY ROAD EMERGENCY REPAIRS
damsol! surve re IOrt 49109 - Jefferson County Proied # X01245
BARS ~ ITEM 1995 ~ TOTAL
545 10 REGULAR TIME 22,080 34,764 56.844
545 12 OVeRTIME 19,996 17,015 37,011
545 20 PERSONNEL BENEFITS 22,045 23,049 45.094
545 31 OPERATING SUPPLIES 48.327 63,442 109.769
545 32 FUEL CONSUMED 48 48
545 41 PROFESSIONAL SERVICES 3,851 3,851
545 42 COMMUNICATIONS 88 -~
545 43 TRAVEL E)lPENSES 4,750 8,858 13,808
545 44 ADVERTISING I 103 103
545 45 RENTS AND LEASES 5.395 9,012 14,407
545 48 . REPAIRS & MAINT -
545 49 MISCELlANEOUS 181 181
545 51 INTERGOVT PROFESSIONAL SVCS -
545 65 CONSTRUCTION PROJEC1S 136,276 107,917 244,193
545 91 INTEP.FUND PROF, SERVICES 652 652
545 95 INTERFUND RENTS AND LEASES 29,927 28,401 58~~
TOTAL EXTRAORDINARY OPER. 286,977 297.200 584,1n
.
-OBJ SI1 mml .IV
10,12,20 LABOR 138,949 ..
45,95 EQUIPMENT 72,735
31 SUPPLIES 1,784 --- --
31 MATERIALS 107,985
OTHER
32 Fuel 48
41 I Drofesslonal services 4,503
42 Communications 88
43 travel 13,608
44 advertlslna 103
49 miscellaneous 181 18,531
41,65 CONTRACT 244,193
I TOTAL: 584 177
/
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5/28/98 REVISED
----
-- _JIiI"
.......
--
SCHEDULE 1 SUMMARY
OIL CITY ROAD EMERGENCY REPAIRS
.'---..!
,-
PROJECT #1315
BARS
111/98 TO
1997 4/30/98 TOTAL
OBJ
ITE~
Sch1summ
545
545
545
545
545
545
545
545
545
540
545
545
545
545
545
545
10 REGULAR TIME
12 OVERTIME
20 PERSONNEL BENEFITS
31 OPERATING SUPPLIES & MATERIALS
32 FUEL CONSUMED
41 PROFESSIONAL SERVICES
42 COMMUNICATIONS
43 TRAVEL EXPENSES
44 ADVERTISING
45 RENTS AND LEASES
48 REPAIRS & MAINTENANCE
49 MISCELLANEOUS
51 INTERGOV'T PROF SVCS
65 CONSTRUCTION PROJECTS
91 INTERFUND PROF SVCS
95 INTERFUND RENTS AND LEASES
TOTAL EXTRAORDINARY OPERATIONS
summary
LABOR
EQUIPMENT
31 SUPPLIES
31 MATERIALS
OTHER
32 Fuel
41 Profess lor al servIces
42 Communications
43 Travel
44 Advertising
49 MI':lcellaneouS
65 CONTRACT
TOTAL
OBJ
10,12,20
4::;,95
21,867
10.2C~
7,950
153,812
117
4,110
135,312
7,089
40,246
7,089
4,651
149,161
o
o
117
4,110
o
88
140,782
345,244
88
155 22,022
10,200
14 8,024
153,812
o
o
117
4,110
o
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o
88
o
5,470 140,7e2
o
7,089
346,244
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Oil City Proj~ct Surl'.Inary
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County had an agr"ement with Barlow property ow,,"r and had maintained bank with som~ rip rap for 20
(?) years. Bank began moving 1992 (?) to the north. Evenlually lost 54 acres of farmland (valued at
$140,000). Stonn event of November 7 te December 18, 1995 compromi,ed)8:old rock work at MP 9.41.
County got permission to protect about 820 feet by 12 feet high. Eventually this was lengthened to 1340'
of rock by the time flood was o'Jer, More c1amage occurred 3/8 mile upstream during storm and more work
required here with a road bypass. I'm not sure what type work was dotie here, Eventually trees were tied
back with cables downstream from rock work and along face of rock work. Total cost Ii.>r this work was
around $506,000. To prOlect upstream of rock work where c1anger <till existed, IwO engineering Jog jams
were proposed (see UW design report). A grant application with State Hazard Mitigation Grant Program
was demed. Eventually (Fall '96), These were builr (?) for a cost of $59,500 (proposed?). Maps seem to
indicate some gaps in between three sectiolls of rofk work (?). One file seems to indicate a total of 2105
L.F. of rivpr bank were eith~r ::.ffcc:cd or in cl<it.i.~J. SOillt: rerouting ot roaJ on Rayonier property was
accomplished, /
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JEFFERSON COUNTY
DEPARTMENT OF PUBLIC WORKS
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P.O. Box 2070
1322 Washington 51.
Port Townsend, WA 98368
(360) 385-9160
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ME~~JjifilV.'E.. Public Works Director/County Engin..er
Date:
July 6,1998
From:
Monte Reinders
Engineer III
Through:
Frank Gifford
Engineering Services Manager
To:
Klara Fabry
Public Works Director/County Engineer
Subject:
Dowans Creek Road Slide MP I.4S, County Road No. 146809
Per the decisions reached at a June 2, 1998 site meeting of County personnel and Fish & Wildlife
biologist Mark Ostwald. the Jefferson County Maintenance Division is currently performing work
required to satisfy the provisions of the original HP A issued for road rebuild work completed last
year. This work consists primarily of reestablishing natural slope configurations by out. lOping
the old road bed, removing fill and culverts, eliminating areas of water ponding, and I'evegetating.
In addition, the following work is to be completed to improve drainage and new road durability:
I. Inslope existing road to ditch.
2. Upgrade ditch cross-section and provide rip.rap lining,
3, Upgrade main culvert inlet.
4. Provide outboard ditch to prevent runoff over slop-:.
5, Place wood debrj~ in slide bowl features to slower. sion and support slumping soils,
This work is viewed as a maintenance ;lroject and is being supervised by COlmty Maintenance
personnel. Mark Ostwald has given approval to perform work and has been informed of wC'rk
schedules to facilitate any inspection that he may wish to perform.
!leverallone-term alternatives were discussed at the site meeting. These included the following:
I. Complete reroute oftlle road with alternate access point from US 101 ($1.5 million).
2. I-mile reroute ahClve and around slide ($Y4 million).
3, Rock toe buttress with horizontal drilled drains ($1 million).
These alternates were djsmi~se(J for the following reasons:
Option I: High expense
Option 2: High expense
Option 3: High expense; questionable long-term effectiveness
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Recommendation:
Given the )IJW usage of the road ('lverage spring/summer ADT of iOO at MP 0.04) and the high
costs associated with slide mitigation or permanent road rerouting, those present at the meeting
agreed that response to future road slides could continue to consist of upslope rerouting. There
does not appear to be an imminent threat to the read from existing "lides. However, the time
required for the slide head scarp tlJ migrate the 25 to 50 feet upslope required to damage the
cuvent road is unpredictable and may take years or could occur suddenly as the result of an
unu3ual storm event.
The Dowans Creek Road provides the only access to residents (perhaps a half dozen families)
living beyond the slide. Therefore, a rapid response to any emergency situation is crucial. It is
recommended that the County explore and develop an emergency contingency plan, possibly
consisting of right-of-way agreements or purchases, with the property owners (primarily the
DNR) along projected road alignments in order to avoid right-of-way acquisition delays during an
emergency, The County may also wish to explore a temporary emergency alternative using an
existing Rayonier logging road along Hemphill Cleek. This is shown as a connecting route on
Metzger maps but may not be accurate.
In order to maintain reasonable TOad grades, each successive reroute has become longer. At some
point, it wi1\ become worthwhile to explore a permanent reroute which avoids the slide altogether.
It has been shown that the least expensive altemate would consist of a I-mile upslope reroute
tentatively estimated to cost $750,000. The County may wish to pursue this alternative if funding
can be secured.
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JEFFERSON COUNTY
DEPARTMENT OF PUBLIC WORKS
P.O. Box 2070
1322 Washington 51.
Port Townsend. WA 98368
(360) 385-9160 '
Kfara A. Fabry. PC, Public Works Dlfeclor/Counly Engineer
Memorandum
Date:
June 3, 1998
From:
Monte Reinders
Engineer III, Jefferson County Public Works
To:
Frank Gifford
Engineering
Mark Ostwald
Dept. of Fish/Wildlife
Aubrev Palmer
Maintenanct:
Mel Fraker
Maintenance, West End
Subject:
Dowans Creek R!lad (Road No. 146809) - June 2,1998 Mt'etlng Summary
A meeting of the abovc individuals was conducted at th", Do~vans Creek Road slide area
(approximately M.P. 1.45) cn June 2, 1998 to review outstanding HPA items, maintenance and
drainage issues, and to discuss potential long-range solutions, The meeting began at
approximately I PM. The following ill a summary of the itcms discussed and tcntative decisio1!li
reached, as I understand them. If you are not in agreement with any portion of this memorandum
or feel that somcthing should be added, please let me know within 3 days of receiving this
correspondence IlO that I can include in thc final version for the file.
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1. A general overview of the slide history was providcd by Aubrey and Mel. The slide is
generally agreed to have become a problem (for the road) in the mid- 80's. Documentation
exists in the tile which identifies the sliding to have bcen concurrent with a shift of the river
into the bank below the road during this time frame. At various times, the entIre river energy
has been concentrated on various'portions of this bank, The current road represents the third
road bcd (second re-route) during the 90's. It was agreed that upslope surface and
groundwater sources are evident, and a major contributing factor to instability. It is the
County's position that the road is not a cause or contributing factor to the slope instability.
2. Outstandinl! HPA Issues: A copy ofthe original HPA along with the 1996 letter prepared by
Chris Byrnes (Slate Dept. Fi5h and Wildlife) identifying uncompleted work items was made
available to everyone present. The outstanding issues focus primarily on:
a. remc,val of fill from'old rood bed(s)
b. removal of an old culvcrt
c. revegetation
d. regrading to restore natural drainage
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Meeting Sununary, June 2, t998
Page 2
In general, the Counl')' agreed that these items can be corrected. Fill will be removed where
possible and/or incorporated into regrading to provide sheet flow and avoid trapping water
behind old road beds or in tension cracks. The culvert will be removed and the area
revegetated with a combination of hydraseed and hemlock trees. Proposed work will be
diagramed and described for submittal to Mark Ostwald prior to initiating work, Mark will
be notified prior to initiation of work with schedules, so that he can be on-site for
inspections, etc. when appropriate. It is understood that this work will be accomplished this
summer and would not require a new HP A to complete as the existing one does not expire
until September 15,1999,
3, Other Imnrovements: In addition to the items listed above, other improvements were
proposed, The following are Uf,derstood to have been agreed upon and will be completed this
season:
a, Upgrade existing ditch on inside ofroad to include dressing its shape and armoring with
spalls, appropriate fabric, check dams, etc. Improve existing culvert inlet area.
b. Inslope roadbed to ditch. (Correct from current outslope condition).
c. Provide a ditch on the outside of the road to collect any additional water and route to
appropriate drainage area (probably near the culvert outlet).
d, Drain other areas where water is currently being trapped to reduce infiltration into the
subsoil.
Above items would be designed through either Maintenance or Engineering where
appropriate. Other items discussed include:
a. Use of stumps and large wood debris in the bowls left by several slides to slow erosion
and trap soil, which may come from above in futur~ slides. This would ultimately have
the effect of reducing soil transport off the slope into the river and could slow the
landsliding proccss,
b. Creating a second culvert location downhill from the existing large culvert as a backup.
It may be '1Vorthwhih: to take a ditch all the way to the base of the slope to near where
another culvert exists to provide a proper discharge point for this water, In general, this
was conceived as a backup systcm as it was fcltthat routing all of the water to the base of
the hill would be too long a run, creating high energy flows with potentially dcstructive
force, The whole ditch/culvert system should be engineering based on now estimates.
c, Tightlining water from the culvert to the base of the slide, Some participants indicated
this would creatc an undo maintenancc burdcn lInd would likely nut last. Olhcrs felt the
OVtion cleserves more study, possibly using a flexible !Ialf-pipe material. Thc idea would
be cooqiqt...nt with the goal ofkccping a~ much water as po~sible offthc slide (or potential
slide) area, which is usually recognized as a key element of any landslide control
program,
It is not known whether a new HP A would be required for any of the work in Item l:lJ1..1.. It
is recognized that the wor~: should be completed this summer.
4. l..2nlJ-tenn Solutions: Long-term solutions which were briefly discussed included, re-routing
along a Rayonier road by Hemphill creek, re-routing the road further up the hill, rock toe
butresses in the river, horizontai drains, bridges, and engineered log jams. These were
dismissed at this meeting as too costly and, in some cases, as being of questionable
effectiveness, The recommendation of those present from the County was to approach the
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Meeting gununary, June 2, t998
Page 3
site with a pro.nctive maintenlUlce plan and reactive maint:nance to future problems. In
general it waS felt th~t access could be provided to residents in the event of lUl emergency by
moving the road further up the hill. It was suggested that an emergency contingency plan be
investigated with upslope property owners (DNR).
Malk Ostwald asked whether the services of an outside Geotechnicai Consultant should be
considered, County staff present indicated that, in their opinion, the conclusions of a
Consultant would bc similar the Co.>unty's engineers and that a Consultant's services would be
more appropriate if design ofa long.term fix were propo.ed. However, it waS the opinion of
those County members present that the cost of any potential remedial construction would be
extremely high and, given the usage of the road, unwarranted. Long-term effectiveness was
also questioned as well as cost to maintain drains, buttresses, etc.
Meeting adjourned at around 3 P.M.
!1Ia/icized and-underlined items corrected .June 9 1998 bv MMRi<
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DOWANS CREEK ROAD (S. BOGACmEL) MEETING OUTL.INE - 6I2/9B.
Summary: Satisfy HP A; provide drainage of slide area; explore long term options.
I) HP A Issues
a) Remove old road fill (Hl'A #8, 12, )
b) Outslope old road bed and restore drainage (HPA #8, 12)
c) Revegetate old and new road locations (HPA #10, II, 12,21)
d) Old culverts removed? (HPA #9)
2) Interim drainage/road improvements (route water away from slide area)
a) Collect water from upslope -' 2 intermittent streams
b) New ditch to carry water to base ofhi1l
i) Design ditch and upgrade culvert at bottom of hill
ii) LinerslRip rap
iii) R/W
c) Inslope new road to ditch; possibly reduce grades?
d) Remove exist!ng culvert
e} Identify & drain other areas of ponded water (Le. slope to Jrain)
o Correct areas outside road per HPA (i.e. slope to drain)
g) Tension cracks - drainage
h) Cost? Other? Open maintenance job number (Aub)?
3) Long-term solutions -- AIe they warranted; look at overall slope stability
a) Hemphill Creek Re-route
i) 2.2 mil~s; mostly Rayonier land + a few others
H) $1.5 million - permanent road
Hi) As emergency access contingency
b) Upslope re-route
i) I mile; Rayo:!ier and ONR land
H) $650,000
c) Rock toe buttress and drilled drains
i) 1,000 - 1,500 feet; County purchased most land in '94
H) $800,000 + regrade costs
Hi) Long-term maintenance:
iv) How effective?
d) ~~.J.2UlUm
i) <$100,000
e) Do nothing
i) Maintenance cost per year?
ii) Contingency for emergency ~r,ce~s - Where?
o Other?
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(206) 588-5222
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Slate of Washington
DEPARTMENT OF FISH ANO WILDLIFE
Ma,ling Address: 600 Capi!ol Way N. OIYrTIp'la. WA 98501.1091 - (206\ 902,2200; TOO (206) 902.2207
Main Qflice Location: Natural Resources BUilding. 1111 Washington Slre.t ::iE. Olympia. WA
SUBJECT:
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JEFFERSON couNTY l
'OIl~l~I<.S OEPT.~
Non-Compliance With Hydraulic Project Ap~r6~~ -
culvert Installations, Road construction - Bogachiel River
and Unnamed Tributaries to the Bogachiel River, Southwest
Quarter Section 01, Township 27 North, Range 13 West,
Jefferson County, WDFW Log ~umber 00-56285-0:>, WRIA
20.0162.
July 2, 1997
Jefferson County
Departmant of Public Works
ATTENTION: Klara Fabry, Director/County Engineer
P,O. Box 2070
Port Townsend, WA 9836B
Dear Ms Fabry:
I am bringing to your attention your departments non-compliance with
the conditions of the above referenced HPA. Provisions three, seven,
eight, nine, 10, 11, 12, 13, and 21 ~ere not complied with. We have
no record of notific~~ion as required per provision three.
We view the non-compliance with the above referenced HPA as a gross
violation of RCW: 75.20.100. A violation occurred on. this project
prior to the issuance of the above referenced HPA. The violation was
noted in the HPA, and the HPA included requirements for stream '
restor....tion'. l.Jespite t)1e previous violation, your department failed
to comply with the HPA as it was issued. We were never notified by
your department of any problems you had complying with provisions of
the HPA. Your department also made no appeal of the HPA.
We look forward to receiving a response from you on this issue. We
recommend that you davelop a pla~ to bring this project into
compliance with' the HPA. You will l,eed to apply for a renewal of the
HPA to complete the work. We also would like to resolve this pr.oblem
in the simplest and most cooperative fashion, but we remind you that
there exists both a hydraulic operating season and a legal deadline
for this project.
If you have any questions regarding the statuS of this project please
contacc me in Forks at (360) 374-9506.
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July 2, 1.997
Page 2
We ap~reciate your cooperation in our efforts to protect, perpetuate,
and manage the fishery rescurces of the State of Washington.
Sincerely, ~ J 4V"~
Chris Byrnes .
Area Habitat Biologist
Habitat Program
cc: Quileute Natural Resources
Post Office Box 1.87
La Push, Wa 98350
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Town.end IlJ.TI 98368z
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SW : 01 ~7N' 13" Je~~erson
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J-...AII'tIttNAI.. 1& TO. _V.luau mI"" JIII.I,. AT au. TI...., 1'1'& ..,.,1.1'" Rl..LtI8'" T~ ~ITTft ~~,. "'~1.
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NOTE: This ~YdraU11C Pr01ect AP~oval (HPA)ii. writtsn for the reDlace-
lIlent 0% the south !o!Jachl.el Road. '1'h s HPA also nclude. .'trealll
re.toratlQn. It does not constitute an atter-t:h..-tact HPA ~or
work Irev~ou.lY conduqted ~lOW gG :ld1narY h19bwater line
(o!iWL without a valid HPA oor OtIS t rel1.eI- . pen1'C.t..
trom ny leqal rQsponslbilltie. or atPiev 01.1. Y oo~UCt.4
"ork. : An HPA Hol1:l Lette~ waa 1aaued on th a appJ. cation on
September 15, 1995.
1. n addition to the prov1sions l1sted below~ and qcept a. lIIodified
this HPAi all worle shall be aClCl~li.bea per nane anli speo 1.oa-
ton. ent1t ed,"SQuth Bogachiel Road d.t.d Octo r i 1'" an
autllllitted. to Wa.hln~on Department ot F1ah and W dl ~e CWDn.) on
Ou~ober 17L 1995. The.. plan. ~etl.at,d..iqn or ter a per Chapter
220i-110 WA~, A copy ot tb.s~ plans. shall be ava lable on 81te
dur nq conatruction. .
2. ADDITfONI<<,. TIMING LIMtTATJ:ONS: Work below th_ OHWL lIIaY beqin
11111118d .t.ly and ehall be completed bY SeptelllDer 15, 1'91' Thi. HPA
1e Val1dgi'ltil s.ptelllber lIS, 15" wh1.ob 1.nc::lude. an ac:ld t10Mt
reveqetat on p.rl~dPer,prov1.10n. 10, 11L and 21. "or. ~haJ. only
Qcc~r wi in the above-ret~renced t1me 1 1111tat10n. whftn .. ream
1. 1n . low.fl~# period and when ft po.it ve '~ftrat1on be w~~n ~n~
.tream and the worle area can be ma1nta1ned.
SEPA SUBSTANTIVE AUTHORITY: Tbe tollowlnq conditione are required
~ur.uant to SUbstantive authority derived frOlll GZPA CRew 43.21C.060,
WAC 197-11-6~0) (CHAPTER' 332-19-UO (5)(b)). The.. conditional
K'" MONS, Je~t.reon county Junta 1lJ, 1995. ,
UaIClllAJ. H..rIllT ,..11I011. 4 Chris -Syrnee (3110) 374-9l'JOe
'ATIlOl. . 1'.1:.reon 1 7 [P3 ]
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~ Jefferson County Public Worka~ (360) 385-9160
, . 2 ""T!'soC]achiel iRi v",r
20.0162
~itigation mtlaaures arfl related to the fcllowinq impact. to ~j,8h life
~o"~if Q~ tn ou~rooponoo to the Hiti~~tCd DNS loaDed by Jorro~Don
ounty on Au~at 3, 1993. '
a. Ercaion/.edimeneation;
b. Destabilization or earth rlow ma~erial and mass wastlnq into
t~. Bouachiel River' and
c, Los~ o~ larqe orqantc debris anc1 litter to the stream channel.
3. NOTIFrCA~ION REQUIREMENT: The feHittee or contractor s9all notifY
the Area 'HGltat Biolo~st ~AHB1 1 .tsd below by fax a~ 1360)
~~id4-:~f2s~ir~aait:ta~~ at ~i Tioi~ ~o~i~;'~~~Ek:ta~ gt3~. ;~c~~~
re iring insJ:)ectiQn as sJ:)e",if elS l:le1.3 n i'rovis1onA 7, 11 ahlS 13,
an a~ tn.. oompletlon ot the f nal pro act to determine it additional
measure. will be necessarv to r.store ish hGltat that mav have bee
damaQed as the re.~lt of ~n~ work J:)r.v ouslY conc1ucted bel~ the
OHWL without a valid SPA. lhes. notlf cations sball be received bY
~~~n~~~t~i€t::ta~~r:~ :~~~ ~~a~:Y~fPlA~rp~g1~~~ ~~~ir~~qCi~:~~i~.
tion. The notification shall lnclude th~ pirmitt.e's name, pro set
locati~~. sta~tinq date for work, and thr control nUlllber for th1
RiA. The permittee shall set UP an on-8 te miet ,nq with the lUlU
1 sted above to inapeat each staoe ot the pro ec As they .re
completed and before any,ad4itional work OCCU s on any a~~ltional
stag.. of the project.
4. Existing .hor.line veqatation inclUding any tre.. outside the road
prism sn~ll not be ramoved or dl.turbe~.
5. Every stiert Shall be t~ken durinq all phate. of this proi~ct to
en.u~e tbat Stdiment-laden water ~s not al owed to enter inY stream.
Thls may reau re the use of straw bales, f Iter fabric, mattinq,
plastic .heet nq,tamporary sediment pon4s check da~s of pea
qravel-t1l1ed burlap ~aq. cr other material, an~/or 1mme~iate
mulch1nq of exposed areAs.' ,
6. ,Extreme care .hall b. tak.n to .n.ure that no petroleum product.,
hVdrauli~.flU1d~ med1m9nta, .ec1i~ant-laden water, ChellltC&lS, or any
Q~h.r to~c or aaleterious materlals are allowed to enter or leach
into allY stream.
RESTORATION 01 THE ORIGINAL ROAD LOCATION:
7. Tn18iPort oniot th~ project ah.l1 be 10lllPletG4 bero~e any ot~.r
fort on 0 t: a proJect mill b9Q1n, 1nc uenn! rlqht: 01: WilY t1lft ar
emoval outs de of the ax .t1~g road ocat on. Upon acmJ:)lat on of
, he r..torat on of the or q1nal road looat on, the AHB shall h.
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~.... Jetterson County Public Works~ (360) 385-9160
'z IIATI'Boqachiel River
20.0162
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_". WIllA
notified ,as required in prQvision J above to arranqe an insp.ction
c~ ~is ~~ion o~ the pro~ect before any additional work on the
project ~hall occur.
8. The remaininq road till at the oriqinal road location shall be
~.covered down to the oriq1nal 5lqpe and removed to a suitable
disposal 8it.. The remaiftinq road pri8m ahall be out-slop~d to a
natural condition that will prevent the trapping of water 1n the
road d tc:h.
9. Tho cU~VQrtc and fills associated with th. original road location
shall be removed and the cUlverti and till material shall be
remov.d to a suitable d1sposal s to. The cross nq .ites shall be
ro.~ored to a prD-projec~ con4i~ on.
10. D17t~r:!nQe at the rlopea~~ any sxi.tAn~ v~etation outside of the
~Segr~:a1i7~CJ ~g;atf7~ls~d r=t~~: ~e 1I7t~ ~; y~~e~:f~aro rel!lCve
drainage. All disturbed areis w1thin the r$stored road location
shalf ba r.storea to pr.-p~o .ct COnmi ati9n andiproteoted frOM
eros on by the ulIIe ot Illtlt~ll'1. Con 'ont With th . portion ot the'
pr01eet's comlletion, the SA pea with n the r._~a~@a rQad loc.tion
_hall ~9 rave atated Wilh nat1.YG or other apPloved ~fQOdy speclea.
v.g.~atlv. cu tinqa aha 1 be p anted at a m~~ mum interval ot thr..
feAt (on center) and lilt nta1nee! as necessary or tlire. years to
.neure 80 percent surv val.
CONSTRUC'1'ION .OF '!'HB NEW ROAD' LOCATION I
11. Alteration or distuybance ot the veqetat10n within the road rigbt
ot war shall be 1im ted to that n8~.asary to construct the new road
loaat on. Concurrent with excavatIon or dlsturbanca, all disturbed
area. .h~l~ be protected trom err. Ion using silt fenc.., matting,
vegetation or other means. Eros on and r.v~q.tat inimeasur.a 'fiall
b. In.~.~ed by the ARB a. de.c~ bed above lfi P~ov~ on 3 wlt~in one
week o~ the start of oporation.. cOhcurr..nciwith e completion ot
Qxcava.t:ion, the banks shall be reveqetat.4 w 'th nat v. or other
aptlfOVed WOOdY I!Ipecle.. veqetat1ve cuttlnq.shall beiPlanted atll
ma~ mum 1nter~al of throe teet (on center) Ilnd Mil nta hed ae
~e~esaary tor three years to ensure 80 percent .urv1val.
BESTORATION OF THI EXISTING R~AD LOCATION:
12. concurrent w th the open nq tor uaa ot the new road lqcation, the
exiot nq roa looation. all be re.tored to a pre-proJect con-
dit10n per Provi8ions 7 throuqh 10 abov.. . .
13. within onetweek of completion of the ~..torationiof tb. eXi.11nQ
road locat on, the A!JB ehall tie notlfi.'tS a. requ red 1n P2iov s10n 3
above to arranq. an 1nDpGct1on ot tl1 D portion ot the proJec .
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~~. Jefferson co~nty Public Wo~~s~'(360) 385-9160
2 IIAlI"eoqac:h1e1 'River
CIlIIlllllL !QIIQ
00-56285-02
30.0162
CULVERT ZNSTALLATIONS: 'Thes. c~lV8rtB are proposed for installation in
locatlons where f ah passaqa 1. not a concern.
14. The culv~rt. shall ~e in.talled on the natural streambed. There
ahall be 'no axcavation of the atreaabed.
15. The culverts .hall ~e installed in the dry or in i.olat~,on from the
atre,. flow by the installation of a by-paas flume or c~1vart, or by
pUlllpJ.nCJ ehs s~relllll flQW around the work area.
16. A t_porarY bY-DB.. to divert flow around 'the work area shall I:le in
place prio~ to ~n~tiation ot other work in the wetted perimeter.
17. A sandbaq ~evetlUf}t or similar aevi!;. ehall be injltalled at: the
~y-pas. lnlet to divert the ent1re flOW through the ~y-pa...
18, The ~y-pa.. Ihall ~8 of suft1c1en~ s1ze to pa.. all flows and debris
tor the d~r.tien o~ the projact.
19. ~on completion e~ the pro1ecti all material used 1n the te~erary
-pae.jShall be re\l\:)veCl :~om h. 111:. and the eite returned to '
p e-pro eot er improved condit en.. '
20. If a Dumf i. used the p~mp .hall be large enouqh 1:0 pgmp.the enlire
.trealll . nund the worle ariall. once the J:lWIIJ) 1. started Lt shaJ.
run cont nuously unt 1 the streambed ana b~nk in the wor~ area ·
:oeetored. The pump diecha~e 1II~(l11 tie placed downlJtre.m 0:: the
a.ndbag dam into an are. that W.ll not cr.a~a ar0810n. '
21. At~.~:aion ~ di.t~rbanc. of th. ~.nk an~ bank~Vegetation .hall be
~ tli CUl~~rt i~l;~:~!~~!~, tgl~Oa!wurbe~:ri~:.l:g;h g:n~~{:g~ed
f~om ero,Lon ~sin9 \l\ott1ng1 vaQetation~ or other mean.. Ioncurr.nt
wlthproJ_ct comllet1on, ehe!~6n~. .ha 1 ~e revego.tate~~w th native
or othfr approve woody .pec e.. Vaga lltive cut~~ngp! e..a 1 b.
Plonte at _ max mum ifttarva of thrQQ feet (on ceneer) and
maln~a n~ ~. nec...ary tor three year. to en.ura 80 percent '
aurvival.. '
22. waat.wat.r from,>>r01ect activities an4 dewatarinGiehalldbe r~uted
to an area out.~ae the OHWL ~o allow removal at r ne .. iment and
other oon~am1n8nt. prior to being diaCharged to state watera.
23. There shall be no excavation I fillinq, or diapoaal at material below
~h. OHWL., '
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Jefferson eoun~y PUblic Wor~ (360) 3.5.9160
a ""'re~Cl9achiel ;River
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9 WlIA
24. All wallt. _terial INch .. conllt:ruc~i~n 4:!mill silt, exc;e.. dirt
or ov.rbUrden resllltinq ~rOlD this pro act s a1. be 481'01111:.4 &])0'"
the 113l1t. o~ flo04 waur 1n liD appro ad up cS:i.spoilal .1.te.
25. rt hiqh flow conditions that may cau.. siltation are encounterea
dw:1Z\Cj th1s projlillct, work "hall stop Wltil the flow Dubs1eles.
26. The culVens shall be !nsi:alleel tq ..lotain structural. inteQrity to
tb. :.oo-y.ar lI.lIlt tl.ow with consideration, ot tile deb1"is 11lcely to
be .ncounterea.
27. rills associated with the culven instal.lat!on. shall be protecte4
from ,"os1.on to the lao-year peak flow.
28. The ~lvens shall :,e installed ancS 1lIaintAfi8cS to avoid 1nlet
sC::O~1nljJ andito. J:lr9VIIl)t trosion of streo oks clovnstr._ ot the
pro ect. ' '1'h 8 81:1a11 1no ude, but not be 1 liLted to, t'lutlle. to
red ce .trelllll flOW enerGY,.1:: the outlet. of the eulvert:., and to
tran.port .tream and roaG d1tch flOW off: ot un.table strea1Gec:l
are... :
29. APproeClh materiel shall Dill structurallY stable and be oC2llllooed of
m~t~iial .that, it aroc:lecS into the stream, shall not be detr1mental
to % sh rite. .
30. The culverts shall con.ist ot a 81n918 barrel.
t.OCAT.IOlh South i!Qqachiel Road.
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JEFFERSON COUNTY
DEPARTMENT' OF PUBLIC WORKS
P.O. Box 2070
1322 Washington St.
Port Townsend, WA 98368
(3601 385-9160
Klara A Fabry. PE., Public Works Director/County Engineer
Washington Department ofFish and Wildlife
P,O, Box 134
Quinit. Washington 98575
Attention: Mark Ostwald
Subject:
Dowans Creek Road Slide Repairs and HP A Issues
WDFW Log Number 00-56285-03
Mark:
Pl:r our phone conversation, I am sending you the enclosed'copy of the original HPA for
this project and the non-compliance letter prepared by WDFW representative Chris
Bymes on July 2, 1997, The County will be pursuing measures to correct surface water
drainage problems at this site, which are contributing to the slope instability. As part of
this work, the County would like to identify and correct any outstanding HP A items,
several of which are directly related to drainage issues. I have schedu~ed a meeting at the
site with several key County employees for the afternoon of June 2, at approximately I
p.m., to de,''llop a mitigation plan for this area. Please call to confirm that you will be
able to attend this meeting,
Sincerely,
'~
Monte M. Reinders
Engineer m,Jefferson County Public Works
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JEFFERSON COUNTY
OEPARTIVIENT OF PUBLIC WORKS
P.O. Box 2070
i 322 Washington 51.
Port Townsend, WA 98368
(360) 365-9160
MEMORANDUM
Klara A Fabry. Director/County Engmeer
To:
Klara A, Fabry, Public Works Director
From:
Darrel M. Erfle, Project Technician ,i);J{&
Date: September 4, 1997
Re: Non-Compliance with Hydraulic Proje~t Approval (HPA) - Road
Construction _ Bcgachiel River and Unnamed Tributaries to the Bogachiel
River _ South Bogachiel Road - WDFW Log Number 00-56285-03
I recently was able to contact Beth Naughton (WDFW Area Habitat Biologist) regarding
the above referenced HP A.
She stated that she had been contacted by a S. Bogachiel Road resident wbo was very
concerned that stormwater was ponding in the old road drainage ditch and that this
ponding was contributing to the slippage downhill of the unstable hillside in the area of
the new constructed road.
3eth contacted the Maintenance Division and scheduled a meeting addressing this
concern and the bes~ way to correct this ponding problem.
Earl Wells and Beth met on :lite and determined that a drainage ditch could be
constructed to alleviate the ponding to help reduce soil saturation and slope slippage that
was occurring. The work was done by the Maintenance crew,
Regarding any Buy-Off of the HP A provisions, Beth stated that she was UNA WARE that
an HPA had even been written for this construction project, and that in No Way did she
Buy-Offany provisions of the HPA.
I spoke with Chris Byrnes regarding Beth's statement and he confirmed that he Had Not
informed Betb that an HP A had indeed been issued for the project and that he would
check for documentation regarding the meeting in his project file, I have requested a copy
of the documentation regarding the drainage issue and meeting.
Recommendation:
Schedule on site meeting with Chris Brynes to negotiate HPA
Provisions and complete work to close the project.
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JEFFERSON COUNTY
DEPARTMENT OF PUBLIC WORKS
P.O. Box 2070
1322 Washington 51.
Porl Townsend, WA 98368
(360) 385,9160
I
Klara A. Fabry, Director/County Engineer
MEMORANDUM
To:
Klara A. Fabry, Public Works Director
Danel M, ErfIe, Project Technician ,,(J;t&
From:
Date:
July 25, 1997
Re:
Non-Compliance with Hydraulic Project Approval (HPA) - Road
Construction - Bogachiel River and Unnamed Tributaries to the Bogachiel
River - SOllth Rogachiel Road - WDFW Log Number 00-56285-03
A site visit was conducted by myself on 7/8/97 with the following conclu'iions:
No documentation on file regarding notification.
No documentation on file regarding notification. No inspection report,
Original road location fill remains and no slope work has been done. A
drainage ditch has been constructed in original roadbed to prevent trapping
water in road ditch,
Provision 9. Culverts and fills have been removed.
Provision 10, Original road fills remain and no restoration to its natural drainage has
been done. No revegetation has been done. --:-t
Provision II. No documentation on file regarding erosion protection measures or ,..L It}
inspection report. No revegetation has been done. ,.....-- ~ ~ V"
Provision 12. Previous existing road location has not been restored to pre-project 8 ~J ~
condition. ~ .
Provision 13. No inspection report on file. (,)0 . ...JZ- I
Provision 21. No revegetation has been done. y ~ ~~~
. Bob Nesbit! (Retired Earl Wells (Maintenance Division )
Operations Manage a eth Naughton (Are abitat Biologist) conducted an on site
meeting in 1996 an ork that had been done and HP A Provisions
had been satisfied. No documentation on file regarding this meeting.
Provision 3.
Provision 7,
Provision 8.
Recommendation:
Schedule on site meeting with Chris Brynes to negotiate HPA
Provisions and eomplcte wo'rk to close thc project.
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To:
MEMORANDUM
Klara A. Fabry, Public Works Director
From:
Date:
Re:
Darrel M. Ertle, Project Technician
July 24, 19:'7
Non-Compliance with Hydraulic Project Approval (HPA). Road
Construction.. Bcgachiel River and Unnamed Tributaries to the Bogachiel
River.. South Bogachiel Road.. WDFW Log Number 00-56285-03
A site visit was conducted by myself on 7/8/97 with the following conclusions:
Provision 3.
Provision 7,
Provision 8.
Provision 9.
Provision 10,
Provision II.
Provision 12.
Provision 13.
Provision 21.
No documentati:ln on file regarding notification,
No documentation on file regarding notification. No inspection report,
Original road location fill remains and no slope work has been done. A
drainage ditch has been construeted in original roadbed to prevent trapping
water in road ditch.
Culverts and fills have been rem/wed.
Original road fills remain and no restoration to its natural drainage has
been done, No revegetAtion has been done.
No documentation on file regar(!ing erosion protection measures or
inspection report. No revegetation has been done,
Previous existing road loeation has not been restored to pre-project
condition.
No inspection report on file.
No revegetation has been done.
Bob Nesbitt (Retired County Engineer) stated that Earl Wells (Maintenance Division
Operations Manager) and Beth Naughton (Area Habitat Biologist) eonducted an' on site
meeting in 1996 anel Beth bought off the work that had been done and HPA Provisions
had been satisfied. No documentation on file regarding this meeting.
Recommendation:
Schedule on site meeting with Chris Brynes to negotiate HPA
Provisions and complete work to close the project.
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State of Washington
DEPARTMENT OF FISH AND WILDL!FE
Mailing Address: 600 Capitol Way N. Olympia. WA 98501-1091 - (206) 902-2200; TOO (208) 902.2207
Main Office Location: Natural Resources 8U1jding. 1111 Washington Street SE. Olympia. WA
,July 2, 1997
SUBJECT:
\RECE::lVEDl
I JUl 0 3 1997 ~
l JEFFERSON COUNTY i
. 'pIlRL\r. WORKS DEPT. i
Non-Compliance With Hydraulic Project ApprmY.a.'1,:.:r-HPhT"-~ ~
Culvert Installations, Road Construction - Bogachiel River
and Unnamed Tributaries to the Bogachied RIver, Southwest
Quarter Section 01, Township 27 North, Range 13 West,
Jefferson County, WDFW Log Number 00-56285-03, WRIA
20.0162.
Jefferson County
Department of Public Works
ATTENTION: Klara Fabry, Director/County Engineer
P.O. Box 2070
Port Townsend, WA 98368
Dear Ms Fabry:
I am bringing to your attention your departments non-compliance with
the conditions of ~he above referenced HPA. Provisions three, seven,
eight, nine, la, 11, 12, 13, and 21 we~e not complied with. We have
no record of notification as required per provision three.
We view the non-compliance with the above referenced HPA as a gross
violation of RCW: 75.20.100. A violation occurred on this project
prior to the issuance of the above referenced HPA. Tbp violation was
noted in the HPA, and the HPA included requirements foz stream .
restoration. Despite the previous violation, your department failed
to comply with the HPA as it was issued. We were never notified by
your department of any problems you had complying with provisions of
the HPA. Your department also made no appeal of the HPA.
1
We look forward to receiving a response from you on this issue. We
recommend that you develop a plan to bring this project into
comj;.lla.u..:e with the HPA. You will need to apply for a renewal of the
HPA to complete the work. We also would like to resolve this problem
in the simplest and most cooperative fashion, but we remind you that
there exists both a hydraulic operating season and a legal deadline
for this project.
If you have any questions regarding the status of this project please
contact me in Forks at (360) 374-9506,
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July 2, 1997 ,;,;
Page 2
We appreciate your cooperation in our efforts to protect, perpetuate,
and manage the fish~ry resou~~es of the State of Washington.
Sincerely, ~.d..., J $~
Chris Byrnes
Area Habitat Biologist
Habitat Program
cc: Quileute Natural Resources
Post Office Box 187
La Push, Wa983S0
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Public Work. (360) 385-9160
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T~"frI~?ut. River
TlIWll'MI' MIlGeCE-1I1 COUll"
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~l.APNOVAl. 1&1011 AVAluaa &:II TIiIi JDII. alTI At AlL la_I!! idiD i,aiJEWllUIU ::Ol.LGSJ IY 'filE PHIIIJTf! AlII OPftAtcIl NlfCIIWtI
1iiL.IIIIIL
wr.! _IIn' n_1 mtiv- OIIl1!Vr:I!l! gmr "" I_II
NOTE; This ~Y4raU11C Pro~.ct Approval (HPAI is written for the reDlace-
aent o~ jhe South ~o~ach~.l Road. This KPA also ncludec s~ream
restorat qn. It doei not constieute an atter-th.-tact HPA tor
york ~r.v~oU.1Y oond~qt.d below Ih. O~dinarY biqh wa~.r 11ne
IOHWti without a valid HPA oor 08. t rau._re tie firlll tte.
fro. ny leqal re.ponsibilitie. or t at prev ou. Y OndUcted
work. : An HPA Hold Lettel:' waG is.ued on th s IIlpp~ ca ion on
sept~r 15, 1995. '
1. ~n fdfition to the ~rovidon. U.teeS "lOW and ~c.Pt all D1otSlf!!d
tron~ :n~r~l.alls~~t~ ;~i~ht:la~~ d:~:~ g~{OH:n. ai~g;~~n~ oa-
submitted to w.ehington Department ot Fish Bnd W dl~!e (WD~) on
Outober. ~7L 1995. The.. plans retlect de.ifn er terts pQr Chapter
ZZO-i110 WA~. A QOPY ot these p ana. shall ~. ava lable bn site
dur nq con.truction. .
2. ADDIaIO~~r TIM!NG LIMITATIONS: work ~elow the OHWL D1a{ begini
W;al'd~Kt~~ 8:~~i;~ i~~Pil;i;dwnc!a~~~=~.l:n ~:dfi:1o~~1s HPJ\
rev.qeta~ on perl~d per PrOV sions to, 1t and 21. Work ihall only
Qccut W~ in the above-retQrenCed ~ Dle!l .itation. When t . stream
1~ 1n . lOW-flOW per1od'nnd When a POB t ve ,apnrntlon be w~~n ~h~
.treaa ~nd tbe work area can bo a.inta ned.
SEPA SUBSTANTIVE AUTHORITY: The tOllowing ooncU-tion. are required
~ur.uan~ to aUbetantiva authority derived from SBPA CRew 43,~le,060,
WAC 197-11-6~0) CCK~TER' 332-19-~30 (S)(b)). The.e Qonditlons'
RUt MDNS, Je~ter.on co~nty June 19, 1995. ,
~Ia'OHAL HAIlUlT JlAllAGU - . Chris 'Byrn.s (380) 374-9508
PATIIOL . p.1:erson 1..7 [P3]
APPLICANT' WILDLlPl . QMU . PATROL - llAI. MGII. . \lIl
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Cllyq>>I.. _hll'Illton "'04
C2U6) '153-6650
Dl!paa1lll!1If OF '1_1"
R.C...7..20.100
R.C... 75.aO.1"~
~ November 1, 1'95
C_UCllnt _lei ..fer tD .hl.. "". In ell corr~e)
'AGt~Of !i- _I
~~ST~ffer.oncounty Public Work.~~~Or~~~-9160
Z IMTE"aogachiel iRivl!!1r
3;
20.0162
;,,~
!ltigatlon ..asures are related to the tollowing impaQts to tish lite
~o"~1f1Q<< tn our ,pooponoo to tho Hitiq~tod DN8 ioabod by ~orro~aon
ounty on Auca:ust J f 1993, ,
a, Ero.!on(aed1mentationi
b. oestllbL1.zatIon of earth flow material and mass wact:l.nq into
the Boq~chiel River' and
c, Los~ o~ larqe organic debris and litter,to the stream channel.
3. NOTIFrCA~.IONiREOurRiEMENT: Tt.e rGHitt.e or oontractor .Xall notity
the Area ;Hab ert B ologist (ARB 1 sted be ow ~ tax at 360)
374-9572 or ma 1 at WDFW/ 551 T 11 cum Lano, Fo ks WA 9 331, or lhe
pr~oct .t~rt at. and a~ tho romp otion ot ea .falO ot the pro ee
I'e 1ring 1nspectiQn as specir ed JalOi in prov elon 7, 11 alld 3.
an at tne100moletion at the f nal pro eot to 4eterm ne it Additional
meaour.. w 11 be necessary to restore ish habitat t at may havo bee
damaged as the re.~lt of .nf work prrv ously conducted bel~ the
OHWL without a valid HPA. hese nOt t cations sball be recelve4 by
tie ARB at l~a&t three work ng days p~ or to the start of construc-
t on adtivit~e. and at each seage ot the pr01ect requiring lnspei-
t on. The notification shall Include th. pirmitte.'. name, pro ect
location, startinq date tor work, and tho control n~er tor thi
HiA. The permittee shall set UP an on-alte m~et ng with tho AHB
1 .ted above to inspect each stage of the pro ee as they ~rr
completed and bet. Qre any ~~dit10nal work OCCU s on any aadit onal
staq.s of the'proJect.
4. Existing shorel1ne vegetation includln~ any trees outside the road
pris. Sfillil1 ,not ~e removed or cU.turl:lelll.
5. EverY etiort sholl be token during all Ph8teS ot this proiect to
e~.u~. ~bat .id1m~nt-lad.n water ~. not a~ owed to e~e.r i~ .ere.m.
Thi8 lay reau r. the use o~ straw bales, t Iter fa~rlc, mattinq,
plast c Ghedt nqL temporary sed1ment ponds1 check da~s of pea
qrave -tilled bUrlap ~aqs or other ma~eria f an~/or lmme~late
mulch n9 of e~posed areAs. ,
6. Extreme ~are ,hall b9 taken to 9nauro th.~ ~o petrol.~ products,
hYdraulic rlU1d~ .edlments, sed1ment-iad.n water, chamleels, or any
other to~c or aeleterioue materials are allowed to enter or leach
lnto any stream.
BESTORATION 01 THE ORIGINAL ROAD LOCATION:
7. Th1a port on ot th~ projeot .hf~l be IOII2Pletolll befo~. any QUO~
~ortion 0 thIe proJect mal beg n, 1noudlnq riqht or way tlm or
emoval out. de of the ex .tin~ road ocat~o". ~nn aO.Plot on of
, he re.torat on of the or q1nal road loc.t~on, tbe AHB shall be
J
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NOV 01 '95 l1:02AM DEPT~ISHERTE5
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BYDUOI.::J:C PJtO.1JlC'f
UI'Jl"vu,
RoC.W. 75.20.100 ~:IT=n:.~:::II:I.,
a.c... '75 .ao .103 oh...,. _t...... 91150'
i4:1 Nov.Jaber 1. 1995 (206) 15].6650
(_II.... .......Cd ~... to tM. date in all cor,_.....)
PMI.:!)lW ..!:.- _.
DIPART1lIIIT Of' FI_II.
RlILAIT IlNlI ~TACT _cs.
~ . Jetrer.on County Public Works (360) 38S-t160
!iliIMT1'Bogacniel River
o 'WIllA
~6285-02
2V.0162
notified;a. required in Prqvision 3 above to arrange an inspeotion
of this ~t1o~ af the proJect before any add1t onal work on the
project shall occur.
8. The remaininq roael till it the or1q1na1 road location ..holl be
:'9cover9cl cSown to the or c;inal elope ~nel removed. to a sUltable
d1sposal 5it.. The rda ftinq road ~!.em Shall be out-sloDec1 to a
natllr-l QoncUtion that w 11 prevent the uapp ng ot water- in the
road d tch.
9. ThGl cu1vorta &nd fills assOQiated with ~. oriQina1. ~oacS loea'!:.1on
shall be removed and the CUlvert! and. fill material _hall be
removed to a suitable dl.po.al . te. The cross nC) sltes .hall be
ro.tored. to a pre-projeot condit on.
10. Dlttyr~nce ot the flope aji ~y txi~~n, v~etation outside at the
~fi.9r~=ai~igg igiatfi~l.~~eS rest~r: the s~t:. ~; Yf~~:~~ato rellOV8
drainaQe. All cSiaturbed arejS vlthini~h. ro.~ored roaeS location
IIhall wr..tored to pre-p:ro Clot COmFf rattOIl. an!!iproteoteel frO'tll.
eroiion by thO UIICl of mat.t.in. con ant W1th th a portion ot.the'
~ro eot'. 00Wl18tion. the sl pes with n the restored road loo_tion
*ha 1 be rev. etatod with :it.~vre or other apPlovecS woOdy speote..
ve4etatlve au tinq8, .hall p An~ed at a ..~ mum interval of thre.
fe6t (on center) and JDf1nta necS a.nece..ary or three years to
en.ur' 80 percent .urv val.
CONSTRUcrION QFTHB NEW ROAD LOCATION I
11. Alteration or di.~urbance of t~'e ve4otation within the road right
~f waY .hall be limited to that nei6...ry to con.truct: tho 0'" r9acl
location, concurr,ent with exc.vat on orid sturbanc8L all d.t.at\lrJMIc1 '
area. shall be IIroteote4 frolll erta on U. rlq .iltfeng.., pttlna,
ytg.tati~n Qr O~h8& means. 1ErOS onelan~ re~tue~.t H1111easurth'nBll
be lntlJ:,leet:ed ))y the AHS.a e.cr be all!'lve ft p~ov on 3 w :I.':, o~.
week of' the stl!l.rt of ogerat onll. Concur~.n iwt-C:h e C01llP~t on or
:~g~~;iAQ~bo1~e.~:~I:..ha~iq="~ft~9~~tgq: ~.Y.l~~D~nte~.:t .
1Il1lJc1111UllI 1n-c:er~al of three fe..t. (on oenter) and 11I& ntail'lecS a.
n.~e.8ary tor three years to ensure 80 p.~~.nt aurvival.
RESTORATION OF THI EXISTING RXAD LOCATION I "
12. concu~rent w th t.heio~.n nQlfOr use of the new road. location, the
exist.t.nq roa looat on . al b. r..tor.4 to a pr.-pr.ojeQt oon-
dltlon per provisions 7 tlU:'ough 10 abOve. . .
13. within oneiweek ot completion of 1 ~e.torat1onlof the eX18110U
road looat on, the ASS ahall be no fled.. requ, red in ~ .ion 3
above to arrange In in.peClt on of . portion 0 tile Pro:JfIO. .
I
..
NOV 01 '95 11'e3AM DEPT ..E:.~SHE:RIES
P,G
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UDUOLJ:C nOo7BC'l
U1IilOVUo
Lo... 75. to .100 _~=nlO:t:'::::'-:I"',
..C.W.71.20.a.03 OIYllPI.. lIHMnltOl\ 9IS~
141 NOVem])er 1, 1\)95 . c2ll6J 753-6650
UllPll~e slMlUld fJftt' ~ eMa .t. hi all _,UjlOl"~.)
'AClAJOI'~ -.
__ or ",...,n
~1.A1T dill' I!!F'f.ACT PHCl!CI(Il
J.t~er.on county P~11c Works (360) 385-9160
1rn""'1I'B09ach1el 'Ri v~r ,--, . .
20.0162
CULVERT INST&LLATIONS: 'The.e culvmrts are proposed for installation in
locatlon~ wh~re f1sh pas.aqe 1. no~ a concern.
14. The Qulvert.s sball :be instaUed on the natural str.alllbec1. There
shall b.'no excavation of the str.ambed.
15. The oulver~s sball be inftalled in tbe dry or 1n i.olatipn from th.
stre.m flow by the inst. lat10n of a by-pas. flume or culvert, or by
pumplnq ~e stream flow around the work area.
16. A t_por\Jrv bY-""Si'toidiverl flow lIround the work are. shall be in
place prior to ~nlt lit cn of other work in the wetted per1me~r.
17. A sandbag ~.v.~Qt or si~ilartd.viQ~ shall be in.talled at the
~y-pa.. inlet to G1vert the en ire flOW thr~uqb tne bY-pa...
18. T, he by-pass shall be of sufficient size to pa.. all flows and debris
for the duratIon ot the project.
19. ~on completion of the proiect1 all matarlal usael in ths temporary
-p..Sj_nal1 be rOlllove" frOIll be site and the aite returned to
p e-pro eot or lmproved condit onM.
20. If a pumf is u.ed the pump shall be larQe anQUqh to puw,p tne entire
streall a ounel the wOJ;"k ar.a. Once't.he lJWIII' i. Iltart:ed[ it: ahal
run cont nuously until the streambed ana blilnk in the work area .
re5tored~ The gump d ach~~e an.ll be placed 4ownstrea. of the
s.ndbaq g.- Int aft area 'Chat: will not: cr.ate eros1on. '
21. trt.tf:1igg ~ gLatul'bahce of the ~.nk and bankjVeqetllt:ion aball be
wt~ culvert !n.~:it:~f~,t~liO~'~~~:r;~; :g;il g~n:~~f:~~e4
from ero.10n uslnq m~ttlnqL veqetatlon or other meanat ioncurrent
w1th proJ.ct oO~iletlon, ~n.tbank8 .hail be reveqetatea w tb nat1ve
o~ oth~r approver WCOfY spec es. Vegstative cut~lnq. 8ha 1 bs
~~t~€:In:a :.~:c:~:ar~t;~a h~1.t~~~sf~~te~~~r~QR~e~~r~~gt.
..urv:l.val..
22. waetewat~~ fromi~ro1.ct activit i.. .n<< deWftterinq sball be routod
to an are. OUt. ~e the OHWL to allow removal ot rine s.dim.nt and
other contaminants pr:l.or to being dlsCharQad to .tate water..
23. Thera shall be no .xcavation, tillinq, or disposal ot material below
the OHWL.,
R!V tO/16/M
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/:lOV 01 '95 ll:04AM DEP~ISHERIES
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UftO'laL
DIP.um.JIT ClI' "_111
IlUMMIIT \If ~,_,n
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01""",.. l/IOIll..... _04
Iil November 1. 11195 cat>>, M-_
C_lIcon' _Icl ref... to till. dote 'n.1I ~,
"'~OI'..!- __
Il.C...71.1I0.100
..eo.. 75.20.3003
mnusr __ ' ' ~T~ _leu
c:r" .:ref~ereon CO\'lU~Y Pub:u.C Works (360) 385""3060
Ii!l"'TI~~achiel ~River
24. All wa.~. >>ateriAI eUch .. constrUctiih de:lilli. silt, e~Q..a dirt
or overl:lUrcSen reaultlDli1 from thill pro ect a al be dQCl.U:e4 above
tJ1e U.1II1ts of: f:lood w.~er 1f. an appro ed up ISi.poilal ait..
25. Xf hiqh tlow condition. that .ay cau.. .11~.~ion are .ncQqnterad
cSurlftCJ th . project, work shall .tOii until tJ1e fl~v .UI:lCllcS...
26. The culverts ehall be 1n.talle~ to ~aiotain 3tructural inte~ity ~o
the 100-y,ear ~eak flow wit-It COlUlld11rat:1o:n of the 4aDri. lUcitly t:o
be encoUflterei2.
27. Fills .s.ociated with the culvert in.tallations .hall ba protectecS
fro. ero.lon to the 100-year pe&k flow.
28, The ~lvertG eba11 be in.ta1led ancSlIIainta~.d to avo1d 1nlet
acoa!rin9 anditopr.veot .rqs on of .tream ok. down.tre.. of the
fro .ct.. '.l'h B 81la~1 lna~Ude, but not be 1 l1ited til. r~ulllee to
.~ ce stream flow .nerqy,-t the outlet. or the eu verts, and to
ransport stream ancs roaa (l teh flOW oft or ur~tab e atr.a1llbed
areas. ,
29. ApproGch .atariol shall be atructuralll atable and be compo.ed of
.ILt4llyl,.l ,that, :U~ tarod.cf 1nto the 8\:r. III, .ha1l not: be detrilllenta1
to t' .n l1tG.
30. The culverts .~all consist ot . .inqle barrel.
LOCATION. SO,uth J5oqachie1 Road.
cq
~IV 10/16/88
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'__ n'__ .__,. __.0ha.t:.__ '~'2..__ht~,t-.::..:.__. _..__
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.. . .._..I-fe..dpe-r;./l~ .rceca IL. 4;!!ftA::!1
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--.. .''5. '~f1/~'14._(J)-ff7rpjeJ:=:t~;aYld~..-
f1~e.dfz> be.. a~ ,'red,
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NOY 01 '95 11:00AM DEPTFISHE:RIES
~
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vn5.bEtB.o:i.!I....ui Tg,t!Iti 6.V~I.E tll!..IHE JoaS1D:.A'I.
~ ::~ 6~~=~~i~~~~~O:~=~~V:~
THE '~Jt.SON(S) 1'0 WHOM TH~S APPROVAL IS ISSum MAY Sr. HELD UASU FOR. A~Y
I.OSS OR DAMAG~ TO 1'tSHUF~ 01( l'lSH HABITAT wH1CH RESULTS.PllOM FAll.UJU1. TO
COMPLY W1TH THE 'ROV1SJONS OF TH1S A'PROV AI..
FAU.Un TO COMPLY WITH nm PROVISiONS OF THIS APPROVAL COULD ~ULT IN A
CIVIL PEl'IAL1'Y OF UP TO ONZ HUN1)RED DOLLARS!'2R DAY OR A GllOSS MISDaMEANOR.
CHARGE,l'OSSlBLY PUNISHABLE BY 'FINE OR IM,RISONMEl'IT.
.. ALL H'/DKAUUC PROJECT A!'l'ROVALS lSSutm PURSUANT TO RCYI 7'.20.100 ARE.
SU3JECT TO ADDITIONAL RESTRICTIONS, CONDITIO.NS. OR REVOCATION IF~Jre t
DE'ARTl>dN"T Or 'FlSH'ERI'ES Oil DEPARTMENT OF WIl..OUFE DE1'ERMINE THAT I'Il!W
BIOLOGICAL OR ,HYSIC.<>.1.. INFORMATIOI" INDICAT1!S THE NEm> ,OR SUCH ACTION. TJom
t'l!llM1'T'TEJ!. HAS THE JUGHT PURSu"I"T TO CHAPT'E.R 34.04 RCW TO APPEAL SUCH
DECJSIONS. ALL HYDlVl1JLlC rP,OJECT Al'P}~OVALS ISSUED ,URSUAN'l' 'TO RCW 1'.%0.103 MAY
BE MODIF1ED BY T1iE DEl'ARTMEf'I'T OF flU. ERIES OR DEPARTMENT OF WU.OLln OUI!!. TO
CHANGED CONDITIONS AFTER COl'l5ULTAT1(.'N WITH Tt1E PERMITTEE: PROVIDISO HOWEVE.R.
THAT SUCH MOOlnCAnONS SHA1.L BE SUBJE,~ TO A'PEAL TO THE HYDRAULIC APPEALS
BOARD 5STAIU.JSHED 11'1 RCW 75.20.130.
'THIS At'ROVAL PERTAINS OI"LY TO' THE PROVISiONS OF TH~ FISHEJUU AND '
Wl1.DUn CODES. ADDiTIONAL AUTHORIZATION FROM OTJ-\ERPUBLIC ...dEN<<:lES MA'Y!BE
:-;ECESSARY fOR THIS PJI,OJECT.
-
A"!!AU . GII'I1!!\At. 1..,'OJUlAT10fl
I' YOU WISH TO A"Il-^l. Dl!I'ltAI. oR co..DmON" 0. Nl HPA. nGlIUI AU IN'O~AL ,.,m pOlUIAL A,'I!AL
.1l00000BS AVAl~UI. ; . ..
". . lNJlOJUl-^l. A"BAU: ...
AN INPORMA&. A"ZAL (WAC UO.ll0.3.01 CONlllSTI 0. CON'TAcnNO -nm RllotO",.u. RAllrrAT
M^",AOllk Nft) DIS,dJSSING YOUR cOIlCfJU'lS. MOll1' 'R08U!M! IIJUl u.5Ol.VliD A"t THIS u;V1IL. .lIT "
NOT, you MAY B1,UvATIl YOUll CONCBRIlS TO TMIl CIDa, o. THB HAIITAT MAI'IAOEWDM' DIVISION IN
(l1.YM'IA. T)Gl H;,..rrAT MU1ACl1lMmtn' DIVISIOIl CHlS"S DBCtSIOIl sw.u. II! A,pJtOvzn OR
DIS/I"ROYI!D IY TME DIIlRCTOR Oil DB510rree. II' YOU NUl NOT SA"Sf\r:D wtT1f THI!t ItllSUt.TS 0' nus
II'II'O\UlCAI. APPIlAI.. ^ ,ORM.u. A'l'l!AI. MAY II! PlLllt).
a. FoRMAl, APPULS:
1l 'Olt. AI.I;CML "!I'I"'TY Al'l'aAU ,.,.0 JlOIl OTIDlR BPA APPEALS wtaCH AIUl Nor ASSOClATZD WITH
IRRIGATION OR ITOCX.WATIlRINO DIV1!JI,SIONS. "wlUTl'1!J'I A'1'IlJIL RZQUUT MUST III nlD W1T1I THI!l
DI!.AlfJ'Mert 't1CA;r ISSutW !:IR ,D\!NIlW 1lGl ,,"ROVAL OR l.aVII!D 11Gl C1Vtl. Pl!NALTY YOU /\JIB
i\ri'/1J\UNO ,WAC! 220.110.350).
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JEFFERSON COUNTY
DEPARTMENT OF PUBLIC WORKS
P.O, Box 2070
1322 Washington 51.
Port Townsend, WA 98368
(360) 385,9160
Klara A Fabr}( P.E. Public WorkS Director/County Engineer
FAX COVER SHEET
DATE: 7/S/9"!-
TO: Mark Ostwald
COMPANY: Fish & Wildlife
FAX: (360) 352-2676
PHONE: (360) 288-2560
FROM: Monte Reinders
FAX: 360385-9172 '
PHONE: 360385-9242
RE: Dowans Creek Road
Total number of pages ineluding cover sheet:
We are transmitting from fax # (360) 385-9172
MESSAGE
Mark-
I tried reaching you by phone but got an out of service message at 288-2560, Anyway, I
would like to know if you have been out to Dowans Creek Rd and if you would like to
discuss anything. I have not been out there so I don't really know where our crews are at
other than that they have finished with the dozer work.
-Monte
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PHONE DIALOG
I (Name): Monte Reinders
Talked with: Mark Ostwald
Phone #: 360 288-2560
I called _X_Party called
of: Department of Fish and Wildlife
Time: 1430 Date: 6/9/98
Subiect: Dowr.Ds Creek Road (#146809)
What I said:
1. Our maintenance division is ready to begin work on road to remedy HPA items
discussed in our site meeting of June 2, Do we need a 17.~';1 HP A?
2, Will we need an HP A for Phase II work which is insloping TOad and ditch upgrades?
3, Do you need to receive the letter/plan before we initiate work? How do you want
sent - mail?
4, Will you be performing any kind of inspection?
5. OK we wiIl begin work now and strive to perform as per understanding reached at
cur site meeting June 2.
6. Revegetation will be hand seed and fertilize with straw mulch, Tree planting in
dormant season. Does spacing need to be 3' as item #2! in HPA.
What Darty said:
1. No HPA necessary. Yours is good through Sept. ]5, 1999,
2, No. Original HPA covers, As long as work is performed as per our discussions at the
field meeting, I shouldn't have a problem with it. Send me a plan and brief
description of prop used work so I can havtl something in the file. Let's try to bring
some closure to this project.
3. Mail is fine, You can ~tart work effective immediately. I don't need to receive
mat.;:rial in the mail first.
4. I will drop by next time I'm in forks if! have any problems with work, I'll give you a
call.
5. OK
6. Fine. Suggest 8' spacing on trees, (hemlock)
Action needed: Send lettf:r and plan ofwork to PO Box 134, Quinault, W A 98575
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JEFFERSON COUNTY
DEPARTMENT OF PUBLIC WORKS
P.O. Box 2070
1322 Washington 51.
Port Townsend. WA 98368
(360) 385-9160
Kfara A. Fabry, P.E, Public Works Director/County Engineer
June 9. 1998
Washington Department of Fish and Wildlife
P.O. Box 134
Quinault. Washington 98575
Attention:
Mark Ostwald
Subject:
Dowans Creek Road (#146809)
Proposed Maintenance Work, MP 1.45
Mark:
P~r our phone conversation today, I am enclosing schematic diagrams and this description of
proposed maintenance work for the above-referenced location, The intent of work is to bring
closure to outstanding HPA items at this location and correct drainage and erosion problems as
discussed at our June 2. 1998 site meeting. The following work is proposed:
I. Dill roadway location to be scarified. outslopell. and graded to drain. Existing roadway
material scarified, removed, or abandoned in place and graded to drain to the extent necessary
to restore slope condition.
2. Remove one (I) old culvert identified at the site meeting.
3. Revegetate by hand seeding and fertilizing and mulching with straw. Hemlock trees to be
planted during the following falllwinter on approximately 8.foot center,
4. Place stumps in bowl features left by landslides to slow erosion and trap landslide debris.
5, New roadway location insloped to direct water to the inboard ditch. Upgrade existing ditch
by shaping and lining with rock. providing check dams. and improving culvert intake area,
Provide outboard road ditch to direct water away from slope where erosion has occurred.
Per our conversation. above, described work will be accomplished under the existing HP A. It is
understood that work may begin immediately. Our work may occur in several pha~es as required
equipment becomes availablc. However. our intent is to complete work this summer with the
exception of the tree planting. We hope to bring closure to this issue as soon as possible so please
contact me immediately if your inspection reveals any it~ms which would prevent you from
issuing a final approval letter.
Sincerely,
-w;;.v~u
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Monte M. Reinders. P.E.
Engineer III. Jefferson County Public Works
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JEFFERSON COUNTY
DEPARTMENT OF PUBLIC WORKS
P.O. 80)( 2070
1322 Washington 51.
Port Townsend. WA 98368
(360) 385-9160
Klara A Fabry. PE,. Public Works Director/County Engineer
Washington Department ofFish and Wildlife
P,O. Box 134
Quinalt, Washington 98575
Attention:
Mark Ostwald
Subject:
Dowans Creek Road Slide Repair:; <in':: HP A Issues
WDFW Log Number 00-56285-03
Mark:
Per our phone conversation. I am sending you the enclosed 'copy of the original HP A for
this project and the non-compliance letter prepared by WDFW representative Chris
Byrnes on July 2, 1997, The County wilI be pursuing measures to correet surface water
drainage problems at this site, which are contributing to the slope instability. As part of
this Vl(ork, the County would like to identify and correct any outstanding HP A items,
several of which are directly related to drainage issues, I have scheduled a meeting at the
site with several key County employees for the afternoon of June 2, at approximately I
p.m., to develQp a mitigation plan for this area. Please call to confirm that you will be
able to attend this meeting.
Sincerely,
.~~~
Monte M, Reinders
Engineer III, Jefferson County Public Works
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Road number 14680.
Milepost co. .040.)
Sequencer . 01
Date
0.9/25/1996
0.8/0.6/1993
0.5/28/1992
1
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Count
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Update ROADLOG:
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(Ret~rence Information)
Road name DOWANS CREEK RD
, Location 210 ft E of US 10.1
Leg of intersection Lane(s) ALL
Source Comment <Ctrl-N> to insert new line
3
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Post count on row 1 to ROADLOG?
Date of the last count posted:
No
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RECE~VED
AUG 11 1994
JEFFERSON COUNTY
""/JRUC W('P'.(S DF.CT
JENNIFER M, BelCHER
Commissioner of Public Lands
KALEEN COlTlNGHAM
Su~~rv;sor
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WASHINGTON STATE OEPARTMENTOF
Natural Resources
January 3, ~994
MEMORANDUM
TO:
Wayne Ratcliff
olympic RegioJ:l
FROM:
Ken Schlichte
/ '.tC'6 - ji't7~- /.7;7;7
Forest Land Management Division
SUBJECT:
County Road Failure site Along The Bogachiel River
On December ~5 we participated in an ID Team inspection of three
application sites adjacent to the county road failure on the south
bank of the Bogachiel River in Sec. 1, T27N, R~3W. A major purpose
of this inspection was to determine if the activities on each
application site were likely to increase the potential for
additional slope failure activity along the Bogachiel River. In
summary, we found that:
1. The proposed activities on the DNR blow down timber sale
site are unlikely to have a -;ignificant effect on slope failure
potential.
2. The proposed activities on the Williams site are unlikely
to have a significant effect on slope failure potential or water
quality if these activities occur during a dry soil period and
roads are waterbarred if rain occurs and/or after harve::;t
activities are completed.
J. -High groundwater concentrations have contributed to the
high level of slope failure activity on this site. Road design,
const-.:'uction and maintenance activities which minimize increases
in groundwater concentrations will be necessary in order to avoid
increasinCJ the slope fai:'ure potential.
We found an area of current slump-earthflow activity between the
failed coun.t:y road segment and the Bogl\chiel River. Upslope, the
hummocky topogt:aphy and te:lsion cracks on portions of the three
application sites are evidence of older creep and deep-seated'
slump-earthflow activit.y. Aerial photos suggest that the slope
below the failed portion of. the county road began to be undercut
by the Bogachiel River following a major shift in the river channel
between 1971 and 1981. ., This undercutting has been a major fa,ctor
contributing to the destabilization of this site and the current
slum~-earthflow activity.
The slump-earthflow activity has also been favored by the presence
of several layers where groundwator is concentrated. The layers
in which grou~dwater is concentrated appear to bo associated with
the "blue clay" strata now exposed at several locations between the
failed road and the river, These clay strata have a high potential
Gl~l'
1111 WASHINGTON SHE I po BOX 47000 I OLYMPIA, WA 9BS04.7000
Equal Opportunlty/Affl,maUve Action Employer
RICYeLlD PA'IR 0
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January 3, 1.~Y4
Page 2
for accelerated deformation and ultimate failure in the presence
of excess groundwater. During the 1980's a large clearcut harvest
unit reduced potential evapotranspiration along the ridge above the
county road and is, therefore, likely to have increased the
groundwater conc=ntrations on, this site. The increased potential
for slump-earthflow activity associated with increased groundwater
concentrations makes this an important consideration in dealing
with each of the three applications.
The proposed DNR blow down sale is unlikely to have a significant
impdct on groundwater or slope failure potential. The harvest will
have no significant effect on evapotranspiration because only blow
down timber will be harvested and Etanding timber will remain. We
agreed that the proposed harvest and road construction activities
will occur only during dry soil periods and that, following
harvest, the temporary road will be put to bed and waterbarred to
disperse surface flow.
The proposed harvest activity on the Williams site is not directly
upslope from the current slump-earthflow activity and is,
therefore, unlikely to have a significant effect on its groundwater
concentrations or failure potential. We agreed that the proposed
harvest and road construction activities will occur only during dry
soil periods and that equipment will be kept on site to yuickly
waterbar the road to disperse the surface flow away from the creek
in case of rain. Following harvest, the road will be waterbarred.
The proposed upslope relocation of the county road is unlikely to
significantly increase the slope failure potential if the road
design, construction and maintenance activities are carried out to
minimize increases in groundwater concentration. Increases in
groundwater concentration could be minimized with a road drainage
system design in which th~ surface drainage wl\ter is collected and
effectively transported off the failure area to safe, stable
disposal sites using a combination of ditches, flum~s, etc.
Earl Wells of the Jefferson County Road Dept. indicated that the
relocated road is likely to be insloped to collect surface drainaqe
in the ditch.' To be most effective, this ditoh system along the
new road would have no cross drain culverts unless their water was
transported off the failure site using a flume or other system
whioh could transport the water to a safe disposal eite. Frequent
monitoring and maintenance of the ditches, flumes, etc. in the road
drainage system will be necessary to guarantee their effectiveness.
PoollJofwatElr have collscted along portions of the old abandoned
county road. outs loping the old road to drain these pools will
reduoe the failure potential along this slope. PUlling the
culverts along the old road will ell.minate the potential for
plugged culverts and associated slope failure problems.
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. Yonemitsu Geological Services (YGS)
10321 S.E. 192,d Street
Rtnton. W.shin~!o~~)-850-8S35 ,
May 14, 1998
Monty Reinders
Jefferson County Public Utilities
P,O.2070
FortTownsend, Washington 98368
f';,:,'! l. 5 i2~,;3
Attention: Monty Reinders
Our telephone conversation on May 12. 1998 was quite informative and hopefully provided you
with information cost and effectiveness of horizontal drains for stabilization oflandslides,
I am enclosing a company brochure and b' ,siness cards. Since this brochure was written I have
been involved several interesting projects related to landslide site investigations, roadway projects.
and construction observation of landslide remediation p..ojects including the following:
King County Road Division Emergency Landslide Investigations of 16 road lan<lslides throughout King County.
Washington! SllI'nnon& Wilson, ine,
Sa;';.I.e Wny Landslide Reme<liation and instnUation of Horizontal <lrainsl King County Roa<l Division! Shnnnon &
Wilson. Inc.
Vashon Highway Lnndslide Remediation and installation of Horizontal droinsl King Clll",ty Rond Division! Shannon &
Wilson, Inc.
Construction Observation Landslide Remediation of Private Residence! RMP Consulting Enllineer
Construelion Observation Lnndslide R.medintion nnd Sewer Line Construction Highland Sewer & Wnler District!
EnrthTeeh
Raging River Bridge Replneement Site Investigation! King County Rond Division! Shunnon & Wilson, in"
Auhurn ...Shlck Ditlmond I Iighwny Lund~lidc Invcsligntion Kin~ COllllt}', Wnshingloll
; Shannon &Wilson, Inc.
State Route 2 Snohomish River to Ebey Slough Rom! Wny Improvements EvcreU, Washington! Shnnnon & Wilsnn. Ine
! Wnshington Department ofTrnnsportntion
Windy Cut Ron,l Slide Stabilizntion Evnluntion Dinblo, Wnshington! Raytheon Engineers & C,'nstruetors! Senule City
Iighl
Sincerely
~~/
David A. Yonemitsu
Consulting Engineering Geologist
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STATE OF WASHINGTON
COUNTY OF JEFFERSON
9 ,;.-l-
In the Matter ot
x
Resolution No, 67-96
Changing the Name x
Of a County Road x
South Bogachiel Road x
To Dowans Creek Road x
WHERE=AS, the Jefferson County Board of Commissioners has been petitioned to
change the name of South Bogachiel Road (C146809), a certain county road located in
Sections 1 & 2, Township 27 North, Range 13 West and Section 6, Township 27 North,
Range 12 West, W.M., to Dowans Creek Road as shown on attached Exhibit "A", and
WHEREAS, a majority of property owners using said road are in agreement
regarding changing the name,
NOW Tl-1EREFORE I3E IT RESOLVED, that the road shall be changed to Dowans
Creek Road.
ADOPTEDTHIS~DAYOFflurl~ .1996.
JEczcz:e~;;:RS
Richard Wojt, Chairman ,
SEAL:
ATTEST:
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In the matter of:
Revising a County project
designated as CR0606 .
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COUNTY OF JEI< PERSON
STATE OF WASHINGTON
x
RESOLUTION NO, ~
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x
IT IS HEREBY RESOLVED that S. Bogachiel Rd. . County Road Nos. 146809,
from M.P....LJ2. to M.P..J.iL, be improved as folIows:
Realignment to avoid the slide area.
Major items of work wiII be right of way acquisition, gradiilg, draining and surfacing,
IT IS FURTHER RESOLVED that an appropriation from the
officially adopted road fund budget and based on the County Engineer's estimate is hereby
made in the amounts and for the purpose shown:
PRESENT APPROPRIATION
$ 18.600.00
$ 96.835.00
$---1.12,,435.00
$ 49.275,00
PURPOSE
PREVIOUS APPROPRIATION
Engineering $ 1.943.00
Right of Way
Acquisition $ 52.500.00
Sub-Total $ 54.443.00
Construction: $ 49.275,00
Contract
Xx County Forces
TOTAL
$ 103.719.00
$
164.710,00
XX This project is included in the officially adopted annual road program as Item No,_.2....
The project is hereby made a part of the officialIy adopted annual road program in accordance
with R.C.W. 36.81.130.
IT IS FURTHER RESOLVED that:
The construction is to be accomplished by contract in accordance with R.C.W. 36.77.020 et.
seq,
XX The construction is to be accomplished by County forces in
accordance with R.C.W, 36,77.060 and W.A.C. 136.18,
",' J ~~~S~Q AND ADOPTED TillS 6 ~ DAY OF ~~~ ,J.1..f!L.
~I i~,M,~.~ t ~ ~~, "\., DOARD OF JEFFERSON COUNTY COMMISSIONERS
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COUNTY OF JEFFERSON
STATE OF WASHINGTON
In the matter of:
Revising a County project
designated as CR0606 .
x
----
RESOLUTION N~9-94 .
f ~
x
x
IT IS HEREBY RESOLVED that S. BOl!achiel Rd, ,County Road Nos, 146809,
from M,P....111.. to M.P,~ be improved as follows:
Rea!ignment to avoid the slide area.
Major items of work will be right of way acquisition, grading, draining and surfacing,
IT IS FURTIIER RESOLVED that an appropriation from the
officially adopted road fund budget and based on the County Engineer's estimate is hereby
made in the amounts and for the purpose shown:
PURPOSE PREVIOUS APPROPRIATION PRESENT APPROPRIATION
Engineering $ 1.943.00 $ 18.600,00
Right of Way
Acquisition $ 52.500.00 $ 96.835.00
Sub-Total $ 54.443.00 $ 115.435.00
Construction: $ 49.275.00 $ 49.275.00
Contract
XX County Forces ~::
TOTAL $ 103.719.00 $ 164.710.00 ~
xx This project is included in the officially adopted annual road program as Item No.....2."
The project is hereby made a part of the officially adopted annual road program in accordance
wilh R,C, W. 36.81. 130.
IT IS FURTIIER RESOLVED that:
The construction is to be IlccoJl1plished by conllact in accordance with R.C.W. 36.77.020 et.
seq.
XX The construction is to be accomplished by County forces in
accordance with R,C.W. 36,17.060 and W,AC. 136.18.
'i'l i l' ASSED AND AIlOPTEJ) TillS 6 ~ DAY 0(<' ..s;"f~ 6a ,1!l:l..l,
~,. ;'<;;.~'..;'~' i~ ~"'... IJOAUn OF .JEFFERSON COUNTY COMMISSIONEUS
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:~n'E~~;:~lj'i:~',..": ;~\" . Chairman
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COUNTY OF WASHINGTON
In the matter of:
x
RESOLUTION NO.
)?O_ql
Revising a county project
designated as CR06D6
x
x
IT IS HEREBY RESOLVED that S. Boaachiel Rd.
, Road Log No. 146809
from M.P, ~ to M.P. l~ be improved as follows:
Realignment to avoid the slide area.
Major items of w=r~ will be right of way acquisition, grading, drain
and surfacing.
IT IS FURTHER RESOINED that an approprii:<tioll r,,'om the
officially adopted road fund budget and based on the County
Engineer's estimate is hereby made in the amounts and for the purpos,
shown:
PURPOSE
Engineering
Right of Way
Acquisition
PREVIOUS APPROPRIATION
PRESENT APPROPRIATION
~OOO.OO
'" 1.943.00
"
$ 52.5pO.00
$ 54.443.00
$ 49.275.00
S 3.000,00
Sub-Total
.i
7.000.00
Construction: 3--40.000.00
Contract
X- County Forces
TOTAL
S 47.000.00
$ 103,719.00
This project is included in the oiFicially adopted annual road
program as Item No.
X- The projects hereby made a part of the officially adopted annua.
road program in accordance with R,C.W. 36.81.130.
IT IS FURTHER RESOLVED that:
The construction is ~o be accomplished by contract in accordanc(
with R.C.~. 36.77.020 et. seq.
X- The construction is to be accomplished by County forces in
accordance with R.C.W. 36.77.060 and W.A.C, 136,18.
PASSED AND ADOPTED THIS ,:1.5 t-"- DAY OFL/.<:=iLfd'~r.-.h~,(
,/?9/
BOARD OF JEFFERSON COUNTY COMMISSrONERS
SEAL:
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RESOLUTION
COUNTY PRUJECT
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NO. _ /
NO. CR 60S/'
BEFuRE !HE BOARD OF JEFFERSON COUNT~ COMMISSIONERS OF JEFFERSON
COUNTY. WASHINGTON.
In the matter of I initiating I xa~i.tRS } a county road project
designated as CR0606
IT IS HEREBY RESOLVED that
S. Bogachtcl Road
Koao Log NO.
M.P. 1.51
146809 . from M.P.
be improved as follows:
1.33
IT IS HEREBY RESOLVED ~hat an appropriati~n from the officially
adopted road fund budget and based on the county engineer's ust-
imate is hereby made in the amounts and for the purpose shown:
PURPOSE
PREVIOUS APPROPRIATION
~ APPROPRIATION
$4,000.00
En9i neerl ng
Right of Way
Acquisition
Sub-Total
o
o
3,000,00
7,000.00
40,000.00
Construction:
Contract
~County forces
TOTAL
o
$47,000.00
This project is included in the Officially adopted annual road
program as Item No.
~The project is hereby made a part of the officially adopted
annual road program in accordance with R.C.W. 36.81.130.
IT IS FURTHER RESOLVED that:
The construction is to be accomplished by contract in accord-
ance with R.C.W. :16.77.020 e't. seq.
X The construction Is to be accomp'llshed by county forces in
accordance with R.C.W. 36.77.060 and W.A.C. 136.18.
Adop ted th i!i --El/ c;t; d~y of ~/l", e: . /.9.PY:
BOARD OF JEFFERSON COUNTY COMMISSIONERS
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Applicant:
Proposal:
Location:
Description:
Ch~k1lst:
Notice:
Inspection:
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JEFFERSON COUNTY PUBliC WORKS DEPARTMENT
STATE ENVIRONMENTAL POliCY ACf
TIlRESHOLD DETERMINATION
and
PROPOSED MITIGATION MEASURES
Jefferson County Depa."'tment of Public Works
The proposed project is to replace, by re-aliglling, a portion of the South
Bogachiel Road, County Road Number 146809, that is sliding into the
Bogachiel River, causing a dangerous condition for motoring public.
The project site is located from milepost 1.25 to milepost 1.55 on the So.
,Bogachiel Road, lying in portions of Gov. Lot 1 and the SE 1/4 of the SE 1/4
of Section 1, Township 27N, Range 13W, W.M. The project is located in the
west end of Jefferson County, just southerly of the northerly County bou.ndary
and the Bogachiel River, approximately 1.5 miles easterly of State Highway
101.
The project will relocate the toad up to approximately 200 feet southerly of
its present location to avoid the slide area. The project includes clearing and
grading, excavation and embankment, installing culverts, placing gravel base
and placing gravel surfacing. The area is forested and characterized as rolling
terrain, with the steepest natural slopes within the project area being 80 to
100%, although the area of the slide is steeper, but is not within the proposed
project area. Since the proposed new alignment traverses forested land,
approximll.tely 1,2 acres will be cleared to accommodate the new road and two
seasonal drainages will be crossed. The portion of the roadway to be
abandoned due to this proje(;t will be scarified and hydro-seeded and the same
two seasonal drainage crossings (culverts) removed.
A Jefferson County Environmental Checklist was submitted on June 2, 1993.
Notice of pending threshold detenninatlon was published June 9th and June
16th in the Jefferson County Leader; the site was posted June 7, 1993~ notice
was sent by mail to adjacent property owners and appropriate agencies on
June 8, 1993,
May 11, 1993,
Summary of Slgnlftcant Ellvlronmental Comments:
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NO COMMENTS WERE RECEIVED FROM AD1ACENT PROPERTY OWNERS OR
MEMBERS OF TIlE PUBUC, AGENCY COMMENTS ARE INCORPORATED IN nus
REPORT.
Earth:
The Jefferson County Soils Comervation manual indicates that area soils
consist of KIone Hoko Association (sloping to moderately steep), including
small areas of poorly drained silty clay loam. Huelloamy fine sand (found on
low river terraces, with flooding and channel elosion being hazards), and
River Wash (subject to frequent flooding). Layers of water-bearing fine
sands and gravel exist on the existing road. The soil under the existing road
is unstable and by riVCl' action at the toe of the slide area has caused
continued movement of the hillside on which the existing r(lad is located. The
underlying soils consist of glacial silts (commonly called "blue clay") that are
saturated from subterranean seepage. The steepest slope on the site is
-+-100%. The proposal will necessitate the excavation and embankment of
approximately 7000 cubic yards of material. Erosion could occur especially
during construction because of the exposure of soil. An increase in gravel
surface area of approximately 50% from the existing roadway will occur due
to the increased length of the proposed road. Best Management Practi.;..;i
(BMP's), as described in the Stormwater Management Manual for the Puget
Sound Basin (SWMM) by the Department of Ecology (DOE), shall be utilized
as required b't site conditions for both temporary erosion/sedimentation
control and permanent control.
The Washinilon State Department of Ecolo2V: commented that it appears
that wetlands are present on the site. The D.O.E. recommends all wetlands
on the site be delineated using the 1989 federal wetlands delineation
methodology to determine the extent of wetlands, The 'agency would willingly
review the completed report and provide additiorial comments. Placement
of fill in wetlands may require a permit from the US Army Corps of
Engineers,
The Jefferson County PlanniDll and Building Department stated that the
proposal constitutes substantial development within the shoreline jurisdiction.
It is exempt from the shoreline substantial development permit review process
as normal maintenance and repair of an existing lawful structurtl (Master
Program Section 3.402[6]). The p.roposa! will require review under the
policies and performance standards of the Shoreline Master Program. Prior
to commencing the project, the Department of Public Works should apply for
and receive a shoreline substantial development permit exemption.
The Washlnilon State Depart.rnent of Fisheoo stated that a Hydraulic Project
Approval (HPA) will be required for stonnwater treatment, erosion control,
stream culvert crossings and water quality on the Bogachlel River and the
unnamed tributaries to it. Additional concerns are: [1] the amount of fill
proposed for placement on the unstable slope, [2] the fate of fill already in
place at the old road location, [3] the location for the proposed new road
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JEFFERSON COUNTY
DEPARTMENT OF PUBLIC WORkS
P.O, BOX 2070
1322 W.lsll;ngIOn Sf,
Po,1 Townsend, WA 98368
(360) 385.9180
I<!..,,' I\. Fabry. Oirl3C,,,,/CCfJnry Engi"....r
Fax Cover Sheet
Date: -1!i/1i1.?J..-_-
To.~,4YldJ.Ei t-e l<..~, II. DRI2 ... Fax:L
Company:
EI'u.. I?Dp77
Phone:
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Fax: (360) 385-9234
Phone:
Re: ..l)CJt.J~i(.S c::.~. Rb. "filuD ~:l::>S
Total number of pages including cover sheet:
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EMERGENCY
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1, TIMING L.IMITATIONS: 1/- 17 .." 7t7 I~. 3'. "
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Rayonier
Northwest Forest Resources
Regional OJlice
January 4, 1998
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Mr. Monte Reinders
Jefferson County Dept. of Public Works
P,O. Box 2070
Port Townsend, WA 98368
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PU8j.i(, \/.:r;rw:s DEPT.
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Dear Monte,
This letter details actions taken by Rayonier immediately after the November 16.17, 1998,
landslide onto the Dowans Road. Rayonier's actions are intended to limit the influences of
forest practices on a naturally unstable slope and are in response to a November 18th field
discussion held among Bill Poach, Clallam Area Manager for Rayonier, Dave Parks,
Department of Natural Resources Hydrologist, you and me.
Geoloaic Setting
The landslide of November 16-17 initiated from the arcuate scarp of a delOpceated landslide
(see OL 90 aerial photography, photos 10-22-214 and 215 and 10-23-180 and 181; copies are
provided to the county). The deep,seated landslide is typical of many along the Bogachlel
valley in that the failure plane lies within the glacial outwash and associated deposits that fill
much of ;he Pleistocene valley of the Bogachiel River. Currently, the Bogachlel River has
meandered away from the toe of the deep-seated landslide and the deep-seated landslide has
stabilized.
However, the arcuate scarp, which is over a mile In length, is oversteepened beyond the
natural angle of repose of the glacial materials and has experienced shallow failure at least
twice. A large (>1000 feet across) failure occurred sometime In the recent geologic past at the
eastem end of the scarp (see aerial photography). And on November 16-17, in response to fin
intense peak storm event, a moderate-sized failure (about 250 feet across) occurred near the
midpoint of the scarp. Some portion of the volume of the November 16.17 slide deposited
onto the benched area below the scarp, but much of the m<lterlal spread out across the slope
below the bench. The distal end of the mudflow overtopped the road to a depth of at least
t,hree feet. and as pieces of the fresh, overhung scarp calved off, new, shallower flows crossed
the road In the days that followed,
Rationale
In light of the November 16-17 event, the deep.seated landslide scarp must be viewed as
unstable. Therefore, It Is In the public Interest to prevent any anthropogenic contribution to the
natural Instability of the feature. Towards this end, Rayonler evaluated their road system along
the edge of the scarp and took specific actions designed to route road drainage as far away
from the scarp as possible and to prevent pondlng of water near the scarp. The evaluation
was completed on November 181h; the necessary work was completed on November 201h.
mr22dftlJ.doC
3033 Ingram Street . 1'.0. Box 200 . Hoqulam, WA 9H550
Tclcphonc (360) 533-7000 . Fax (3(i0) 532,5420
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Work ComDleted
From the west edge of the scarp towards the east, the following work items were identified and
completed (see attached map).
. The ditch was cleaned and regraded to the east to the location labeled 2.
. A new cross drain, 18"X30', was installed at location 2; this was ditched out about 40' from
the outlet to facilitate flow.
. The spur at location 2 was ditched across, and the ditchline to the next spur was cleaned
and regraded towards the west back to the new cross drain. .
Past the next spur, the' ditch was re-established and a new 18"X30' cross drain was
installed to limit ilow that reaches location 1.
. The ditch from the new cross drain to location 1 was not cleaned because it is quite
scoured and has developed some natural energy dissipation.
. The existing cross drain at lo(:ation 1 was cleaned at the inlet and a good headwall of large
rock was established.
The ditch was cleaned to the next spur and an 18"X30' cross drain with a 20' ditch-out past
the outlet was installed. .
. The.spur at location 3 was back ditched towards the new cross drain. This spur was the
location the November 16-17 landslide event.
. The back ditched water was ditched across the spur and down to a natural low spot in the
road.
. A new 18"X30' cross drain with a 20' ditch-out beyond the outlet was installed between
locations 3 and 4.
. To the east of the new cross drain, the ditch was cleaned and regraded - some back to the
new pipe and some east to location 4.
. The existing pipe at location 4 was cleaned at the inlet.
. Just west of location 5, a steel 18"X30' cross drain was Installed In a very shallow lay, and
a wide, shallow ditch-out was extended for 30' past the outlet. This lessened the volume of
water that ponds In the ditch, but the adjacent land Is so flat that complete drainage is not
possible.
. At location 5, an unmapped spur was ditched across to the west, facilitating flow to the
steel cross drain. .
. Between locations 5 and 6, an effort was made to ditch down the main road to drain water
away from the scarp. As the land Is very flat, this effort was essentially unsuccessful.
. At location 6, there are two low places in the road grade that pond water. As the road
grade was cut down into very flat land, drainage away from the road Is not possible. The
road surface has been leveled to prevent local pondlng.
Conclusion
As best possible, with ditching, leveling and the Installation of 5 new cross drains, Rayonler
has drained water away from the scarp. These actions will limit anthropogenic influences on
the stability of the scarp.
Sincerely yours,
-,,:,:~_l..:.... ::s,', ) ~'.~
Julie J. Dleu
Geomorphologlst
Northwest Forest Resources
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JEFFERSON COUNTY
DEPARTMENT OF PUBLIC WORKS
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Frank Gifford. Public Works Director/County Engineer
P.O. Box 2070
1322 Washington 51.
Port Townsend. WA 9&366
(360) 365-9160
MEMORANDUM
DATE:
September 10, 1999
TO: David Goldsmith, Risk Manager
FROM: Aubrey Palmer ;t#
SUBmCT: Supporting photographs clearing of COil crete plugged culvert, Forest Drive, Co. Rd.
No. 204309, Maple Avenue, Co. Rd. No. 201909
Attached find copies of supporting photographs taken before/during removal of the concrete
from culvert inlet on above referenced roadways. Apologize for the delay, additional copies had
to be made. If you have any questions please contact me.
Forest Drive, Co, Rd, No. 204309,
Maple A venue, Co, Rd, No, 201909
Frank Gifford, Public Works Dircclor/County Engineer. Interim
Attach: Photographs
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JEFFERSON COUNTY
DEPARTMENT OF PUBLIC WORKS
P.O. Box 2070
1322 Washington SI.
Port Townsend, WA 98368 '
(360) 385-9160
Frank Gifford, Public Works Director/County Engineer
MEMORANDUM
DATE: September 8, 1999
TO: Juelarme Dalzell, Prosecuting Attorney
FROM: Aubrey Palmer /f~
SUBJECT: Request for cost information for clearing concrete plugged culvert, Forest Drive,
, Co. Rd. No. 204309, Maple Avenue. Co. Rd. No. 201909
Attached find Agency cost for clearing concrete plugged culvert on above referenced roadway. '
Work was 'accomplished by Quilcene Maintenance crews on August 26th and 27th, 1999. Road
file records were reviewed. No documents disclose authorization to plug the culvert with
concrete.
Attached also are recent photographs before/during removal of the concrete. If you have any
questions please contact me.
Cc: Forest Drive, Co. Rd. No. 204309,
Maple Avenue, Co, Rd. No. 201909
Frank Glflord, Public Works Director/County Engineer, Interim
David Goldsmith, Risk Manager
Attach: Detailed Expendilure Report by eARS and Element for 7/26-27/99
Phologrnphs
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JEFFERSON COUNTY
DEPARTMENT OF PUBLIC WORKS
P.O. Box 2070
1322 Washington 51.
Port Townsend, WA 98368
(360) 385-9160
Frank Gifford. Public Works Director/County Engineer
MEMORANDUM
DATE: September 10,1999
TO: David Goldsmith. Risk Managcr
FROM: Aubrey Palmer -1-#
SUBJECT: Supporting photographs clearing of concrete plugged culvert. Forest Drive, Co, Rd,
No. 204309, Maple Avenue, Co. Rd. No. 201909
Attached find copies of supporting photographs taken before/during removal of the concrete
from culvt'rt inlet on above referenced roadways. Apologize for the delay. additional copie5 had
to be made. If you have any questions please contact me.
Forest Drive, Co, Rd. No. 204309,
Maple A venue, Co. Rd, N~, 201909
Frank Gifford, Public Works Director/Counly Engineer, Interim
Allach: Photographs
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JEFFERSON COUNTY
DEPARTMENT OF PUBLIC WORKS
P.O. Box 2070
1322 Washington 51.
Port Townsend, WA 98368
(360) 385-9160
Frank Gifford. Public Works Director/County Engineer
MEMORANDlP....
DATE: September 8,1999
TO: Juelanne Dalzell, Prosecuting Attorney
FROM: Aubrey Palmer ./!;If?/
SUBJECT: Request for cost information for clearing concrete plugged culvert, Forest Drive,
Co. Rd. No. 204309, Maple Avenue, Co. Rd. No. 201909
Attached find Agency cost for clearing concrete plugged culvert on above referenced roadway. .
Work was accomplished by Quilcene Maintenance crews on August 26<h and 27<h, 1999. Road
file records were reviewed. No documents disclose authorization to plug the culvert with
concrete.
Attached also are recent photographs before/during removal of the concrete. If you have' any
questions please contact me.
Cc: Fore~t Drive, Co, Rd. No, 204309,
Mr,ple Avenue, Co. Rd. No, 201909
Frank Oifford, Public Worb Director/County Engineer, Interim
David Ooldsmith, Risk Manager
Allach: Derailed Expenditure Report by BARS and Element for 1/26-27/99
Pholograph~
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Martin E. Boyd D.D.S.
4959 Arlinglon Ave
Riverside CA. 92504
_ 909-689-0220
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JEcFERSlJN (' ;u',,-:- { ;
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FE B 0 2 1998
Jefferson County
Storm Water Management
Public Works
....-.........,-."'-
Re: Lot 11 Marshall Tract (See Attached Parcel Map)
ofTritan Cove Estates
Jeffer90n County, WA.
Attn. Ken Cook
Dear Mr. Cook:
I am writing to you in reference to the above mentioned parcel located in the Triton Cove
Estates and which I bought two years ago.
Unknown to me, and not divulged by the previous owner, or my real estate agent, (and
possibly unknown to you, since my ilontractor obtained a permit to install the septic tank
that he did over a year ago) there was and still is a serious problem with the water
diversion which is causing a serious problem to my lot.
It appears that excess water from higher up in the tract was diverted by some unknown
party from the normal course of the drainage by installing a cnlvert that crossed the road
on Forest Drive and into a catch basin that empties on the middle ofmy property.
This was done prior to the paving of Forest Drive when it was a dirt road.
There has been considerable erosion to the pad where I kept my trailer, and it is
continuing flooding my septic tank, to the eldent that it is unusable. I was forced to move
the trailer off the property last August. I have contacted several people in construction in
yonr area to take care of this problem, the last one being Dan Morger fi'om Brinnon
Washington.
Mr. Morger has spent considerable time talking to people in the Water Management of
Jefferson County and all the neighbors surrounding my property.
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. There seems to be no willingness to help me with this problem. Mr. Morger suggested I
should contact you to get some advice as how to solve this problem. I had already try to
purchase a modular home to put OIi the lot, but ap. you can see the lot is not fit to be built.
My engine~ here told me that the drainage in all probability was diverted from the original
design and that is the cause of this pmblem.
I would be extremely appreciative of any help you might offer.
I am looking forward to hearing from you 'lOon,
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I am writing to you in reference to the above mentioned parcel located in the Triton Cove
Estates and which I bought two years ago.
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Martin E. Boyd D.D.S.
4959 Arlington Ave
Riverside CA. 92504
909-689-0220
Riverside CA january 29, 1988
Jefferson County
Storm Water Management
Public Works
Re: Lot 11 Marshall Tract (See Attached Parcel Map)
of Triton Cove Estates
Jefferson County, WA
Attn. Ken Cook
Dear Mr. Cook:
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Unknown to me, and not divulged by the previous owner, or my real estate agent, (and
possibly unknown to you, since my contractor obtained a permit to install the septic tank
that he did over a year ago) there was and still is a serious problem with the water
diversion which is causing a serious problem to my lot.
It appears that excess water from higher up in the tract was diverted by some unknown
party from the normal course of the drainage by installing a culvert that cros.~ed the road
on Forest Drive and into a catch basin that empties on the middle of my property.
This was done prior to the paving of Forest Drive when it was a dirt road.
There has been considerable erosion to the pad where I kept my trailer, and it is
continuing flooding my septic tank, to the extent that it is unusable. I was forced to move
the trailer off the property last August. I have contacted several pp.ople in construction in
your area to take care of this problem, the last one being Dan Morger from Brlnnon
Washington.
Mr. Morger has spent considerable time tulking to people in the Water Management of
Jefferson County and all the neighbors surrounding my property.
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JEFFERSON COUNTY
DEPARTMENT OF PUBLIC WORKS
P.O, Box 2070
1322 Washington 51.
Port Townsend, WA 98368
(360) 385.9160
Klara A. Fabry, PE.. Public Works Director/County Engi,leer
November 13, 1997
Attn. Mr. Dan Morger
Jim Morger Construction Inc.
P.O. Box 475
Quilcene, W A 98376
Re: Martin Boyd property, Forest Drive, Brinnon WA.
Following receipt of your October 29, 1997 letter regarding the drainage issue referenced abov~, Public
Works engineering staff has inspected the site: Although Jefferson Courity sincerely appreciates both Mr.
Boyd's surface water concerns and his willingness to provide a solution, the County is unwilling 10
participate in the proposed action at Ihis time.
This decision was based in part on tbe following issues. An additional cross culvert uphill of the existing
culvert will introduce more water into the ditch adjacent to lots 17-20, requiring improvements to the
approach culverts on lots 17 and 18. (See attached plat map.) Further, the additional water introduced into
the ravine below lot 17 may impact downstream property owners, including those across S.R. 101.
In general, due to soil conditions and development, surface water issues in this area require very careful
consideration. Proposed drainage improvements must encompass the entire drainage system of the
community to minimize negative impacts, both to private properties and county roads.
Once again, Jefferson County very much appreciates your efforts, and the willingness to cooperate in
reaching a solution for this drainage issue. If you have furth,or questions or concerns, please feci free to
contact Ken Cook of Public Works Engineering, (360) 385-9380.
Sincerely,
./
\tJo.~ u(~'\J-\.J. R.. \Y\o.i\..t I" I~ 1f.11
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K1ara A. Fahry, P.E.
Public Works Director/County Engineer
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To: /(-e~ Col>/c..
From: V,wt: ''''1m!
Date: /0 - ;)(1- e; 7
Number of Pages: 3 7lt-.",,(
FAX
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Jefferson County Public War/es
101 Rodgers St.
P.O. BoJC 238
Quilcene Wa. 98376
Phone: 360.765.3699
Fax: 360.765-3667
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JiM MORGER CONSTRUcnON iNC.
P.O. Box 47~. 293114 Highway 101
Quilcenc. WA 98376
360-765.3914, fAX360,,76S-3933
#JIMMOCI088QR
october 28. 1997
RE: Martin BoYd'S Property. Forest Drive. Brinnon. WA,
Mr. Boyd contacted me (Dan Morger) concerning the draining
of a Jefferson county culvert over his drainfield which has caused
erosion. In ray opinion. after looking at the site. it is not a
natural drainage.
Mr. Boyd is willing t.o worl1: with Jefferson county to add more
culvert up hill directing the water into a natural drainage,
with the rainy season approaching. this problem, llopefullYr
can be resolved as soon as possible,
Dan Morger
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DEPARTMENT OF FUBLlC WORKS
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P.O, Box 2070
1322 Washington SI.
Port Townsend, WA 98368
(360) 385-9160
Klara A Fabry Director/County Engineer
Date:
October 20, 1997
To:
Frank Gifford, Engineering Services
Ken Cook \"-e..,,,
From:
Re:
Drainage complaint at Forest Drive
To recap the issue above, a situation has developed where a septic system on an
undeveloped lot has been exposed by erosion. The water cau::;ing thi& erosion flows from
an 18" cross culvert to the impacted property. Upon review of the conditions, the best
solution appears to be the addition of another 18" cross culvert up-gradient of the existing
culvert. This culvert will carry the water in an existing ditch to the south.east into a
sub~tantial, undeveloped ravine. There is evidence that significant water presently
follows this route. Please see the auached sketch, dated 9/10/97.
According to Dave Ward, the affected property owner has offered to hire a contractor to
perform the culvert installation, and pay all expenses for this work. If nothing is done.
the water will continue downhill to further impact other properties along Forest Drive.
My impressions from the 9/10 site visit is that this property owner has legitimate
concerns. He is very anxious to complete this work as soon as possible, before further
damage can occur.
The property owner will provide a drawing and wriltc'n description of his proposal. I
have coordinated with Terry Duff regarding right of way in this area. A possible course
of action may be to gather this information for review by YOllrsel f and Klara. I would be
happy to discuss this situation further at your convenience. Let me know what you think.
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DEPARTMENT OF PUBLIC WORKS
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P.O. Box 2070
1322 Washington 51.
Port Townsend. WA 98368
(360) 385.9160
Klara A. Fabr}( Director/County Engineer
9/10/97
Kla!a;
On 9/10. I met with Dave Ward ,)1' the Jefferson County Road Department at his request
regarding drainage issue~ at Forest Drive. located in the South-East portion of Jefferson County.
A situation has developed where a septic system on an undeveloped lot has been exposed by
erosion. The water causing this erosion nows from an IS" cross culvert to the impacted
property, Upon review of the conditions. the best solution appears to be the addition of another
IS" cross culvert up-gradient of the existing culvert. This culvert will carry the water in a ditch
to 'he South-East into a substaOlial, undeveloped ravine, There is evidence that some water
presently follows this route. Prior to any work proceeding, all impacted landowners must be
contacted and all concerns properly addressed, Please see the rough sketch attached,
Thi~ drainage in this development is rather complicated and troublesome in general.
Downstream of the IS" cross culverts, there are several situations where culv"rts actually pass
underneath structures and houses. At one location, water originating from a cleared lot on the
uphill side of th" road comes down th" driv"way approach. over the road. and has scoured the
foundation of a house on an adjacent lot, Although the lot owner has filled the scour channels,
the cause of the damllge has not been addressed, A suggestion for this situation is that a Itllter be
sent to the uphill owners (this house is presently vacant), and a copy sent to the impacted lot
owner, It arl'ear~ that this problem can be resolved quite easily with installation a "water-bar"
by the landowner.
I would be happy to discuss this situation at your convenience. Engineering staff is unsure of the
proper channels for development of a workable solution.
Sincerely,
~~'~
Kenneth Cook
cc Frank Gifford
Mark Lopeman
Aubrey Palmer
Dave Ward
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Brinnan, WA for the ~~rpos. o~ clearing out the dralnaie dlt~h
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ACTION REQUEST
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ADDRESS. I'--')JLLI~O<; ~tJ~'
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441 Elk Dr.
Brinnon, WA 98320
Road dept.,
P. O. Box 2070
Port Townsend, WA 98368
5/27/1999
Dear Aubrey Pal me\',
I just wanted to thank you for your help in solving the water problems at 441 Elk Dr. It
is a wonderful ditch:
I appreciate the spirit of co-operation in this regard.
I still have doubts about the capacity of the drainage ditch to handle the volume of water
being directed through the property and the capacity of the culverts to actually handle
all the water. Those doubts will be answered in time for sure.
Thank you again,
~u(1 Erickson
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MAY 2 8 1999
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JEFFERSON COUNTY
DEPARTMENT OF PUBLIC WORKS
P.O. Box 2070
1322 Washington 51.
Port Townsend. WA 98368
(360) 385,9160
Frank Gifford, Public Works Director/County Engi:7eer
MEMORANDUM
Date:
June 3, 1999
To:
Aubrey Palmer, Operations Manager
Ken Cook 't. c.-
From:
Re:
Drainage at Elk Court
Mr. Ron Erickson(?) phoned me today regarding drainage concerns at his property; he
owns the house at the toe t'f the Elk Court cul-de-sac, 441 Elk Drive.
Specifically, it sounds as ifhis concern is the capacity ofthe culvert at the creek to the
east of his property. He also stated that his adjacent neighbors have concerns with the
work that was rel:ently completed.
I informed Mr. Erickson that your review and direction is needed. His manner was very
polite, and he stated that he has spoken to you before regarding the situation. Mr.
Erickson's phone numbers are 796-3012 home lInd 1-888-204-5465 voice mail.
Please let me know if! can help in any way with this situation. I am out of the office on
Friday, and will return on Monday the 7th.
100% Rocyclod PAper
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JEFFERSON COUNTY
DEPARTMENT OF PUBUC WORKS
P.O. Box 2070
1322 Washington 51.
Port Townsend, WA 98368
(360) 385-9160
Frank Gifford, Public Works Director/County Engineer
MEMORANDUM
DATE:
September,9,I999
TO:
File
FROM:
Aubrey Palmer A~
Elk Drive, Co. Rd. 218009
SUBJECT:
Dave Ward, Monte Reinders and myself met with Mr. Ron Erickson today at approximately
12:00 PM regarding drainage on Elk Drive. Mr. Erickson had written two letters to the BOCC
and myself regarding concerns and suggestions as to fix of drainage on the roadway.
Regarding the abandonment of a portion of the roadway and construction of a cul-de-sac, Mr,
Erickson was informed that a t~affic circulation plan involving the whole area would be involved,
with petition of adjacent property owner~, and at this time the County did not want to participate
in this exercise. Mr. Erickson was informed that the two 18" cross culverts near the sag vertical
wouid be replaced with an oversized squash pipe. In addition, an overflow pipe would be
installed southerly of an adjacent road approach to alleviatc surface flows realized from thc
active stream when it overflows into a roadway ditch. Spalls will be placed at outlet ends of both
culverts to act as energy dissipatcrs upon entering the ditch on easterly side of roadway.
Road approach improvements to, incorporate suggested drainage features werc his responsibility
and would require a permit.
Mr. Anderson stated that he would not need a lettcr in rcsponse, that this meeting would suffice.
Work is to commence upon rcceipt of materials and before winter rains arc realizcd.
Ce: Mnrk Lopemnn
Dnve Wnrd
C:\uILl_c\mllic\E1k Court,tltle
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Bri11llOn. WA 98320
Ron Erickson
September 6, 1999
I RECEIVED
County Commissioners
t minty Courthouse
] 322 Washiagton St,
Port Townsend, W A, 98368
SEP 0 9 1999
Dear Sirs.
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I JEFFERSON COUNTY
,!'UBLiC WORKS DEPT.
This concerns a capital expenditure to maintain cnlverts on Elk Drive located in the
Canal T1'llcts south of Brinn on, WA, 98320
Washington Fish and Wildlife is requiring Public Works to repiace a 36 inch culvert with an
expensive arch. They will not get to that $200,000 project this year, The permitting
process was slow. The Fish and wildlife personnel are: Phillip lli1nIy.-@.H<l0.nI-054Q,
360-452-8781 and Chris Byrnes @ 360 895-6123, 895-4756, 2489-2600. 902-2537. I
overheard them talking about requiring an additional arch over an intermittent stream
flowing from the marsh in the Green crow quarry development area and when talking with
county officiais in addition replacing a double culvert about 100 yards away with an
additional bridgc, All of this is to protect trout in the local unnamed stream. Because no
Salmon have yet been found in the creek, the cOlmty will have to pick up the bill,
I would suggest the county abandoning the intermittent stream culvert so it can seek its own
course and not possibly overflow again this year onto my property. My title shows you are
to maintain a drainage ditch along that edge of my property, close to but not where the ditch
is now. Until Public Works had Green Crow redirect the marsh waters to insure less
flooding on Elk Court the ditch was a ditch. However Fish and Wildlife would have waated
the water returned to i,s natural pattern flow iit the existing intermittent :;trearn bed,
Enclosed is a map showing the proposed abandoned road and 2 CuI de Sacs, I
believe it is in the county's best interest to facilitate this project, Cnrrent water flow studies
indicate the need to do a temporary job on the road to insure no flooding on my property.
Frankly, that seems like a waist of money to do a temporary job and redo it next year, I
would rather have a Cui de Sac and additional stream bed for my dollar spent. It also seems
less expensive for the county to buyout 4 houses at around $200,000 and put in a park with
a walking bridge and no bridge and no culvert and no Green Crow quarry tlllcks on the road,
(l believe it is a good idea on its own merits without Green Crow complicating the i8sue)
Tough decisions r
Res fully,
Cc: Mr, Palmer Public Works
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Britlflon. WA 98320
Ron Erickson
August 30, 1999
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AUG 3: 1999
Aubrey Palmer
Public Works
County Courthouse
1322 Washington St.
Port Townsend, WA. 98368
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Dear Mr. Palmer,
I do have reservations about the ability time will avail us to replace
the culverts on Elk. Dr. to meet the requirements the Dept. of Fish and
Wildlife require and to avoid winter's flooding.
I have reservations about doing work on your right of way.
I am concerned about my Elk Dr. drIveway portion of my property. As
part of you proposal I suggest the following to minimize impact if there
Is water over the roadway again. This would also advert about 12
yards of gravel wash into the intermittent stream and provide for safer
road shoulder to drive on.
I would suggest putting In a Yo culvert and cattle nrate on the
driveway access portion of the road and bury a culvert converted to
a drainage culvert under 4-6 In or bigger rock in the existing ditches.
This would catch most water and retain potential gravel wash off. This
Is most expedient If the replacement culvert project under way for Elk
Creek can not be completed before our window of time disappears.
In i1ght of the Fish and Wildlife visit to the site and the restrictions they
put on me for addressing the needs of an Intermittent stream on my
land I must seek for you to assure me somehow that the Intermittent
stream will not now over flow It's banks. I believe that your aSking
Green Crow to divert water from their marsh Into the Intermittent
stream will Impact my property In a negative way and that someone,
. . . . . . . . . . . . . . . . . . . . . . .
"Changing the world through verse"
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Page 2
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not me, is responsible for this pote'ntial problem. I would suggest
laying chain fencing on the existing embankment as was done in
Clallam County C~ the Me. Donald Creek fish run West of Sequim on
t-lighway 101.
I would also highly suggest that you acutely create Cui de Sac's by
removing a portion of Elk Drive over the intermittent stream. This
would allow the stream to flow at capacity, seek its natural leveL
redirect drive through traffic onto better maintained road surfaces.
and postpone expenditures until you or Green Crow can cover the
expense of that culvert if the Quarry project goes through. I highly
recommend this course of action and will get neighbors approval if
need be. (Juelie Dalzell in the Prosecuting Attorney's office thought
this would be a good idea.)
If my property is negatively Impacted again from flooding over
existing county road I will seek that you acquire my property at fair
market value for the two lots invoived and 1 will move elsewhere. I do
not consider un-maintained. or undersized culverts an "Act of God."
Time necessitates a clear understanding now.
You may reach me at (360)796-3012 or voice mail: 1-888-204-5465 if
you wish to speak to me about these concerns.
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Ron Erickson
Freelance Poet
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DEPARTMENT OF PUBLIC WORKS
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P.O. Box 2070
1322 Washington 51.
PorI Townsend. WA 98368
(360) 385-9160
Klara A. Fabry. Director/County Engineer
DUCKABUSH RIVER ROAD
CULVERT REPLACEMENT
Replace the following culverts on the ,Duckabush River R~
X~~. Mile Post O.54-Replace two 30" with 'lZ' or 84"; year round drainage.
~ v ir'Mile Post1.90-Replac~ two 24" with one 60"; seasonal drainage.~ I':- - 0 ,\ i ,,(,_4'^S ,..,"
~ · Mile Post 2.95-Replac<<f36" with 84"; seasonal drainage. )
)( ~. Mile Post 3.20-Replace'two 36" with one 84"; seasonal drainage. J J
(-t r *rMi!e Past 3.45-Replace 18" with 48"; seasonal drainage ~~ -~ ~ \ c,',
All work' ,...iIl be performed in the dry using an excavator, except for the culvert at MP 0.54.
Work at this site will require construction of a check dam in order to pump stream flow
downstream of the work site and implementation of temporary erosion control measures to
, minimize sedimentation.
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Hydrology
Washington State Hydrology
USGS Regression Equations
Region 2
SR
Date
Project
Made By
Equations:
~ 0.067 x A 0.866 X (MAP) 1.59
Q JOyr 0.107 x AO,861 X (MAP)1.62
Q2Syr 0.126 x AO,8S9 X (MAP) 1.63
QsOyr 0.139 x A 0.851 X (MAP) 1.64
Q JOOyr 0.153 x Ao.8S6 X (MAP) 1.64
(Standard Error = 61%)
(Standard Error = 58%)
(Standard Error = 58%)
(Standard Errol" = 59%)
(Standard Error = 60%)
, Legend
Q = Flow (cfs)
A = Drainage Basin Area (miles2} .
lIi'.AP = Mean Annual Precipitation (inches)
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(0.08IOiles2 ~ A ~ 1,540 miles2)
(23 in ~ MAP ~ 170in)
Return ()
Descrh,tion of Area Frenuen"" A MAP I
FIgure 2-7,2
USGS Regression Equations - Region 2
PlIge :1-18
Hydnm//cs Mllnusl
Jllnullry 1997
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USGS RegressIon EquatIon RegIons
Hydfllul/". M.nu.'
J.nu.~' 1991
Appendix 2-2-1
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PICCINI PLAZtr~~ORT PLAT
of a portion ofSJ/2oftheSWf/4 of section 35. to.vnship 26 north. range 2 WEST. wm
Jeffer.on county. washington.
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'''fIND 1/"- IMN .-,.-,.
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All Iou .r. w1ttlb the 10. ,..r 'load ".."rd '1'.'. 'roperty
i.prove..nt. ....t co"ply with tfl. ...ft.uun County .100d .1.....
".n.,...nt ardin.no.. ..h. 'ini.h.d 11chU' .I...tlon 01 any
".bltabl. .truot'..... ....t b. . .11'1.". 01 1 foot .boy. the 100
,..r flood .1...tt,on. eont.at the "'.If....on e'lunt, 'hn"ln,
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IlIUM' ALL fI..O". II '"I'~~~~ ,,,,,,, ""I UMDatt'lONID OWNttllli' '" 1.1'I".'t' a,
'tHI .....NO IInllN DllelUIID, "ERIDY D'lCU,1I1 YHII 'HOIIIT 'LA" AND DIDIC",. ID
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Inow" to be the IndlYldu." d..orlbad In end who ...cutec1 the within
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JEFFERSON COUNTY
DEPARTMENT OF PUBLIC WORKS
P.O. Box 2070
1322 Washington St.
Port Townsend, WA 98368
(360) 385-9160
Frank Gifford, Public Works Director/County Engineer
MEMORANDUM
DATE: March 31, 1999
TO: Frank Gifford, Public Works Director/County Engineer, Interim
FROM: Aubrey Palmer .1#
SUBJECT: Claim for Damages, C-13-99, Appaloosa Place, County Road Number 25S.":'}9, and
Dosewallips Road, County Road No. 250008, Emergency Project X01396, Vicinity M.P.
1.6-1.7
The details of the above claim for damages have been reviewed. The event was an act of God. Anomaly
storm events of January through February 1999 created cOl1ditions deemed an emergency by State and
County Agencies, which involved portions of the entire Pacific Northwest,
I recommend the claim be denied.
ee: Mark Lopeman
Road File: Dosewalllps Road, Co. Rd. No. 250008
C:lold..\ml.cICloim ReJecUon Appoloo,o Ploce,doc 100% Recycled Pallor
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...0;,......,., Dan Harpole, D15tnct 1
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':f~~~li'nIG~O
1820 Jefferson Street
P.O. Box 1220
- Port Townsend, WA 98368
Olen Huntingford, District 2 Richerd Wojt. Diauict 3
MEMORANDUM
...
DATE:
March 24 1999
TO:
Frank Gifford, Interim - Public Works Director
tl - J
Erin Lundgr~V'
FROM:
SUBJECT:
Claim for Damages
This office received the attached claim for damages, #C-13-99.
Please review the details and submit a written report and
recommendation to the Risk Manager David Goldsmith at your
earliest convenience,
L
Thank you in advance for your timely response. please contact
me at eKt, 102 if you have any questions,
; .'c} ~ '('" , " If ',....,"\
! n~....,. ~.~:l 'k'~Lv
cc: David Goldsmith, Risk Manager
MAR 26 1999
i
I J~F'=C:Q~'~~'I !'-I i~"-'I
_ r.,-, ow..., '_',-'_1",
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Phone (360)385.9100 / 1-800-831-2678 Fax (360)385-9382 JellbocC@co.Jefferson,wQ,us
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MAR 2 ~ 1S'?:'
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SCARG :JF CG~li~IlS::;:C~IE.:\';
CLAIM FOR DAi\1AGES
This Claim Form is provided solely as on accommodalion 10 claimants. and Ihe County makes no represerualions as 10 its
legal sufficiency, Responsibility jo/' complying wilh all requiremenls of Slate law regarding claims resls with the claimant,
.Vo County Employee is aulhori::ed 10 advise a claimanl in completing this jOnn or reviewiflg ils sufficiency. TN CoU1ll)l
erpress/y disclaim:> responsibility for any such advice or review, (If more space is needld fO answer any irtms. anach
additional sheers and specifY the item number.)
TO:
RISK :'IANAGER
JEFFERSON COUNTY COURTIlOlJSE
1820 JEFFERSON 5I'REET
P.O. BOX 1220
PORT TOWNSEND, WA 98368
STATE OF WASlUNGTON)'
)55
COUNTY OF JEFFERSON)
~"-. ~'bc., \'f \..1 , BEING FIRST DULY SWOR..'1 ON OATH, DEPOSES
Ao"'D SAYS 11!A T I .-\.\;1 u:i'rCL-'Jl\1A.'1T HEREIN .....'lD BElIEVE THE COI'<'TENTS OF THIS CLAIM TO BE
TRUE. I HEREBY PRESENT A CLAIM FOR DA.MAGES AGAINST JEFFERSON COUNTY, WASHINCrrON.
BASED UPON TIlE FOLLOWING INFOR.\1ATION AS REQUIRED BY RCW 36.-15.020: .
1. MY ADDRESS 1\.'lD PHONE NUMBER AT THE TIME OF PRESENTING AND mlNG 1l!IS cLAIM IS:
Mailing Adclress: ~,4~1~ ""11',1{ If;\
'Rc t' C\ \\(,11 \ I ,A Cl ~ :::1.,;:X",
,
Residence Address' '2,OLl:=',\ ~ \-\ I L,l) I U \
'P-,l-\\/,\v'\r,('\ , n A qc.< 3d0
,
Phone Number: (7J.,r"r,) 74 (I; - LJCj,-/,-/
2.
MY ACTUAL RESIDENCE DURING THE SIX (6) MONTHS IlvIMEDIA TEL Y PRIOR TO TIlE TIME THIS
CLAL'\lI ACCRUED WAS:
J-W ArpCI\CCStZ 91,....
B('\llV)Cll, LuA q~3;;:;O
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THE lNCIDEol,. FOR WHICH I MAKE CLAIM AGAINST THE COUNTY OCCURRED ON THE ~J:..
DAYOF i=phl.,r, III-' 19..EiSATAPer.-l '-1-5 A.M~ -
4,
THE lNCIDEl'oo" OCCURRED AT THE FOLLO\VING LOCA nON:
4G AppCllcc"sc~ PI--
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IvlY iNJUR. Y OR DAo\ilAGES WERE CAUSED OR HAPPENED AS FOLLOWS:
CCLl\'\-~ \:) (\C ('Ed c\\-i3e(\~ p \fCl. S -\-0 inspt'c. \- efy'fr~en C l\
5\t\.;C\+I(.(\ (.\(\0 ~Ci\\~L\ +c +o..k.e QIIL\ (Ylto.S,l.If"ES +0 a\Jor~....J
1m ffi \ v\e ~\t' l\\I"l~ ~ \Cl.U .
iHE NATURE OF THE INJURY OR DA.'-IAGES I SUST..>JNED ARE: ' \
1.-c~s cE- \-\C,rYlC onc\ \?rCrertl\ I c\\-s.p\ctc.elYlen\-) emo-tlc.n0
d,s+rfs,S 0(\6 Cf'C\,CiV"\g ~',0d()C:.\Cl\ burc\ens \nC \.\,rfd
c\s C\... CIICC1- re:::.U\t" "
6.
7. iHE A."IOU1..jT OF DAo'-IAGES I SUSTAiNED ARE ITEMIZED. (A Bn.LING OR TWO (2) ESTIMATES
OF TriECOS7 OF REPAIRS MU5T BE A IT ACHED TO THIS CLAiM):
Opecl fjgS),coc;,oo P\lAS' \..e~Gi.\ CounCe.\ a\\d~u+u",e.
ea,sJ s. ,C\currea.
8. iHE NA.'<[E OF IvlY INSURA.'iCE AGENCY IS:
li\\ie.c\ Group
'Bc'o \<ctsk-\1er
PO\IC\.\ ~L.\I'Vl'oer 'r\HD 1S3S.;2LJ I
DA1'EDll{!S~DAYOF N\r; IY~"\ ,19.59..,
v~:m' &Jc~
CLAIMANT c:T
TITLE(IF COMPA.'lY)
SUBSCRIBED Al'ID SWOR.~ BEFORE ME THIS
.-Ie........ .....
\C{ DAY OF }llfl1lr-h , 19B~L.
, :6:~il~fmq)
NOTARYP UC 111_1<(-"'/ '
(APPOINTMENT EXPlRES:~ v.
KAREN P r~ARTIN
STATE OF WASHINGTON
NOTARy..... PUBLIC
lIY COlfUISS/OH EXPIRES 10-14-01
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ROAD NAME:
DosewaJllps Road
JEFFERSON COUNTY DEPARTMENT OF PUBLIC WORKS TRAFFIC SIGNING PLAN
250008
M.P. 3.07 Lt
Insull Pedestrian era"'"D WI
25 mph adyl.ory
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ROAD NUMBER:
'1
Rocky Brook Brtdg,
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M.P, 2.98 Rt.
Install ?edestrlan Cronlng WI
2S mph advisory
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SIGN OESCRIPTION
Ea. P .. M.P DESCRIP ION Sf E MUTCD COLOR SIP!' DIR.
01 1 2,960 Podfntrlnrt Cressln 3C"x30" Wl1A-2 SlY Rl. E
02 2 2,960 25 m h Advise S eed Plate 16"xI8" W13-1 BIY Rt. E
01 1 3,070 Pad.ICna" Crossin 30"x30" WllA-2 BIY Lt. W
02 2 3,070 25 m h Advise S eed Plate 18"x18' W13.1 BIY Lt. W
COMMENTS:
PREPAREO:
DATE:
SIGNED:
WORK COMPLETED:
C'\TE:
SIGNED:
APPROVED:
DATE: 7/27/99 ~
SIGNED: .-/.J~ ~.
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un JUL I 3 I!l99 l!l
1'2-- CUL.l-\ I \,\Gl,'l
SON COUN TV
PERMIT CENTER
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RECliVED
JUL 1 6 1999
I)~ ~((L Lo~ MA~)
JEFFERSON COUNTY
PUBLIC WORKS DEPT.
-r111'7 ~ \~ U~U~I'~ 111A-\' cJou. ~'I.J'TO APOI'fUl/VAL..
~1l6/U~~e ~~ 1'116 i?O'i6\PAUAf'" ~o I ~~~ '-rtE'
~ ?)~ ~\2.-\C>6e::, w ~1W\A.€le... w~Os -rrta2.€' \5
c.of\)"1\~U5 p60~1"\2.V,loj AC-""\\I\~ u.oc;,S.l~ "I"'l-\€ fl,Dllo.D, ANO
~-r l1MS o/U;Ke ?,)(2.4Dfl'" t'[?eLf, ~W"7 WAI'lNI^",\ 0 F
j>€:t)l9,WNUS CW7.>1~ Ai? w6U. A? A l2oe'ouc.@ ~FP'lC...
~ \1"\tU>utt~ "\"He:A~ qMUv5> ~e- WI\lS.LD~.
\ ~ AC-&1.l\\'2.0) ,?lWpen..l(:t1 AOJA'C9Sr 1D "1t-t6'
~ 1')(lCO~ I'.1CUD(56 ~ AM" It..) '\HE -p(WC.I:..-r,,<;> OF
t1~I~ IKI'i l.DT l"-'Tb ~ "l~u;:. 'FAMI~ DW€W-~. J.5
tjuc.xt I \ HMJ~ K^!> 1\"1.6 q'()orrTVNLtj -ro 51$' "'[He
\~~lrtr q: ",6l;l\~lir~Af\J Ac...TLVIT'1 qOttJCf 'FfWM..J pA~
eMU? "Cb ~l$' ~ '?lfl.W~ fAl..-LS I k7 U%L.J-. b6 IriB
\",~vf:~ HI'iH ~~ TriAl MA~ /MDTOt2.l.STS MAL A!T'A\f..)
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JEFFERSON COUNTY DEPARTMENT OF PUBLIC WORKS TRAFFIC SIGNING PLAN
ROAD NAME:
OOSEWALLIPS RO
ROAD NUMBER:
250008
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Q. POS. M.P DES RIPTION IZE MUT 0" CO OR IDE DIR-
01 1 0,260 SCHOOL 24" X8" S4-3 BIY RT EAST
~ 02 2 0,280 SPEED LIMIT 20 MPH 24" X 30" R2-1 B/W RT EAST
~ 03 3 0.260 WHEN CHI LOREN ARE PRESENT 24" X 10" S4-2 B/W RT EAST
04 1 0.260 END SCHOOL ZONE 24" X 30" S5-2 Bri! LT WEST
01 1 0,310 SCHOOL CROSSING SYMB 30" X 30" S2.1 BIY RT EAST
01 1 0.330 SCHOOL CROSSING SYMB 30" X 30" S2.1 BIY LT WEST
01 1 0,370 SCHOOL 24" X8" S4-3 elY LT WEST
02 2 0.370 SPEED LIMIT 20 MPH 24" X 30" R2-1 B/W LT WEST
03 3 0.370 WHEN CHILDREN ARE PRESENT 24" X 10" S4-2 FlfN LT WEST
04 1 0,370 ENO SCHOOL ZC;>NE 24" X 30" S5-2 8/W RT EAST
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INST.52-1
ON RT AT MP 0.31
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INST. SR.3,R2-1,S4-2
ON RT AT MP 0.26
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INST. 55-2/1
AT MP 0.26 ON LT
SEE COMMENTS' 1
INST, 55-. ~
ATMPO.370NRT I
INST, SR,3.R2.1.S4-2 /"",1 1./'
ON LT AT MP 0.37 INS,(S2-1
ONLTATMPO.33
<E-- US 101
SCHOOLHOUSE RD
-
COMMENTS: v( 1 ) RELOCATE 54-3 (SCHOOL) ANa S1-1 (SCHOOL SYMBOL) FROM MP 0,24 TO MP 0,19 ON THE RIGHT,
42 ) RELOCATE (W2-2 SlOE RO) 90 FROM MP 0,37 TO 0,35 ON LEFT,
PREPARED:
DATE:
SIGNED:
APPROVED:
DATE: 4/29/99 '_ /J
SIGNED: ~.nJ:t- J~~
WORK COMPLETED:
DATE:
SIGNED:
4/29/99
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CEPAR'I'MiNI' OF PUBL I C WORKS
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REQtES'T1I:D BY. -rYlJ.-(lN .1J..<
ACaESS- D ' (I_ .
Acn ON REQUEST
~ O.lj Ii' ..-u...
DATE. -----J<J1 F....lqqct
f'HI:WE NO,' X45'7 ,
ALT, PH. NO,'
NATlRi: 01" FIEQUl:ST. 0 IN PERSa< 0 BY PHONE j:l( BY ~C> TAKEN BY, ~ -fv A.A..{,L ~
PERTAINING '11:). ~FIC:E.O EHG/SlIf(I/EY 0 A6Ao MAINT. 0 EQUIP. MAINT, 0 SOLI{J WASTE
REQUEST I"CIR- ,?/'ri/; /J ill/1A71WA't-i.
I..OCATlat. N:IllD __ ..()fYlj.-lJ)cu2lrVl, ROAD NUMBER ;;;).R'YY)~ M,P,
PRO.IECT. PllDJEcr TITLE FlIlOJECT NUMBER'
DESCRIP'I'laII. (L)AO./n uJa/j Ad ;/dz;).i0".il0h:J. acJ (J::. /U./.,..I,,) ..J-'^-{oug-"
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ATTACH IMP at SKETCH
. REFER TO.. - -{P UJ....i
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RESPCIND BY,
RESf'CNSE. .1mAn.v<.. (~l1,_() Vof..,2.j /1 ,=.3'5l' rio-koi LI-/q//CJt,,.(> - ;.;u
O+t-a"'.Il"r~
"VIEWED IJY. CATF.:. Lu..iff ..::1.;1, /CJCfc;
CXlNTACl'ED _STER 0 IN PERSON 0 BY PHONE ~BY ~CJOOIH.ac:rE BY, ~r--
REcx:lMolENDAT I all .
_PAM EST I MAn: ' FCR.
ACtn'E 'to-
O DIRECTCIt
o ASlIlrn'AHr DlfI.
o MIlD ~ISClR
INITIAL
o CONSTRUCTlaII ENG. _ 0 ACOX-lIITANT
o PLAN'lING ENGINEER _ 0
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JEFFERSON COUNTY
DEPARTMENT OF PUBLIC WORKS
P.O. Box 2070
1322 Washington SI.
Port Townsend, WA 98368
(360) 385-9160
Frank Gifford. Public Works Director/County Engineer
MEMORANDUM
TO: Michelle Grewell.
Jefferson County pennit Center
FROM: Terry Duff .j.p.
DATE: July 22, 1999
SUBJECT: Dosewallips Road
You requested I research Dosewallips Road in Section 30, Township 26 North, Range 2
West, adjacent to parcel number 602302001 to see ifthis section of Dosewallips Road
was established prior to 1969.
My research uncovered a Quit Claim Deed (copy enclosed, Vol. 2, Page 356) from Jack
& Bertha Winnem dated April 9, 1968 for a 60 foot right of way for Dosewallips Road.
Although the road was originally established prior to that time, the deed confinns the
right of way and the date it was deeded.
Please let me know if you have any further questions.
10Mb Recyclod Papor
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QUIT-CLAIM DEED
In the matter Of..........P.~.~~~~~~P.~...~!,~!..~.~~....,..,"",."......,..,..,...."....",...".......,....""..,............"....."..,',.............,.........,.........
Thegrantor..,........,......~.~!)),<;..~..,..!\!}~...?!1,r.!i!1~,..!!::!:!')P.~.~,...,..,....,.,."..,..".,....,'....,.............,....................,',......,..",........,..,................
..................................... ..........................................................................................................................................................................................
for the consideration of......................,......,......,........"..,.... ,.. ......_....,....... ........." ...,...."..,.,................,...........,....,...."..................Dollars
and also of benefits to accrue to grantor by reason of laying out and establishing a public road. conveys and
quit.claims to Jefferson County. State of Washington. the following described real estate situate in Jefferson
County, Washington, viz: , ,., ,
A tract of land..,.......?9..........feet wide, being"....,}~......"..feet in wid~~'on each side of the following de.
scribed center line of the above named road as surveyed ano located over and across Lot 1 (lASS
W 8601), Sec. 30, T. 26 N., R. 2 W., W.M.
f,f'"
All according to plans and speciflcat.ions on file in t,he office of I,he Jeffernon
County Enp;tneer. Courthouse, Port Townnend, W1I8h.
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Said strip contalnlng................................acres more or less,
The Grantor also grants to Jefferson County the rlg!:t to construct and ma.lntaln necessary cut '~nd fill
slopes. culvorts, special ditches, and appurtenances where the sarno may extend beyond the IImll.s of the Innd
hereby conveyed. , 'J' / t
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Dated this......... ..........7..;.......dny or.......<.,...... ',.:..""':~........ A. D. 10....:...
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Jefferson County
Department of Community Development
621 Sheridan Street
Port Townsend, Washington 98368
(360) 379.445Jf '7
TO ~
FROM . ~ 1 ~
DATE --J//;)jqq
COMMENTS p~ tob I ~ ~~A) (,,( )hDAA-
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DE:f'AR'1'MU'IT OF PIJIIL I C WCf'lKS
FILE
DATE- '1"/;3/ /1 '}f} j
PHONE NO,' ~ 32 B'r
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NATlME 01" JlEQUEST- 0 IN F'ERSOtM _ PHa'IE 0 BY LE'TTEH TAKEN BY- ~ t:: Jif> #'
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REQt.EST I"CR. ~J?t!/t:)t/1Y;", 0'A' A/d~9l"'
LOC:ATICIN. IIOIlD _ ROAD NUMIlER"~e:-:Il"T1t3 ",p,
PAO.JECT- PAO.IIECT TITLE!! " 2RD.JECT N......ER,
DE:Sc;l';~;~~~'?" ~;f7z cftL~LA;?/;.2 0# 4/$
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ADmESS. ~W: ~O ~~~
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MVIE_D rIY" DATE-
catn'Acnr.D' ~STER 0 IN PERSON 0 BY PHONE 0 BY LETTER CONTACTEO BY,
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ROAb NAME:
JEFFERSON COUNTY DEPARTMENT OF PUBLIC WORKS TRAFFIC SIGNING PLAN
2511008
M.P. 3.01 LL
Inatlll PHntrt.an Cra..lng WI
25 mph advisory
EQ.
01
02
01
02
PO,.
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COMMENTS:
PREPARED:
DATE:
SIGNED:
WORK COMPLETeD:
DATE:
SIGNED:
DOS8walllps Road
M.P
2.960
2.960
3,070
3.070
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SIGN DE
DE CRIPTI N
ROAD NUMSER:
Pedestrian Crossin
25 m h Advlso S eed Plale
Pedestrian Crossin
25 m h Advlso Seed Plate
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M.P. 2." R..
Install P....trlan Croulng WI
25 mph advisory
J,
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CRIPTION
SIZE
30"x30.
18"x18"
30"x30"
18"x18"
MUTeD COLOR SID DIR.
WllA.2 SlY Rt. E
W13-1 SlY Rt. E
WllA.2 SlY Ll, W
W13.1 SlY Lt. W
APPROVED:
DATE: 7/27/99 /J
SIGNED: ,./J.OA.:t;t-;C. . ~
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DEPARTMENT Of' PUBL.IC 1IIORI<S
F'IL.E
REQl.ESTl:D BY-~n1Y\+: ?pvY"'\~~~N REQUEST DATE- 10/10-IQQ
ADIlRESS. J I n t..-t /'? r(){' A (') t::b &,.~ ;;215 f'toDfE NO,' /f l) ( C' .4-!c3/
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NAT.... 0.."" REQUEST- Q--rH PEIISa'I 0 BY PHCI'IE 0 BY LETTER TNCEN BY, Cl-YlllonA<2...
Pli:m'AINING'R:)- OOF'F'ICE 0 ENG/SURVEY 0 ~ MAINT. 0 EQUIP. _'NT, 0 SO<..D WASTE
fIEQI.EST _-
L.CCATIClN- AQAD _ ~r: k'u 1:)-cnIC.i2-{ROAD NIJdBEJP:?/l/ .5:fj .. p,
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IlEVII(~- DATE. ". "'-I
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, ACTION REQUEST
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DATE: August 24,1999
TO: File
FROM: AubreyPalmer /1/,tO
h"u: U>1S'09'j
A-~'M ;;:'7C-J,)E:.
JEFFERSON COUNTY
DEPARTMENT OF PUBLIC WORKS
P.O. Box 2070
1322 Washington St.
Port Townsend, WA 98368
(360) 3eS-9160
Frank Gifford, Public Works Director/County Engineer
MEMORANDUM
SUBJECT: Discussion with Severa, landowner private approach culvert, Arabian Drive, County Road
Number 261509
I met with Mr. and Mrs. Juanita Severa on Arabian Drive at approximately 10:00 AM on this day to discuss
the culvert connecting the two approach culverts on their circular drive. Details of the storm events of Jan-
Feb were discussed. I suggested that the best remedial action regarding roadway drainage is to ft'move the
segment of pipe; that connects the two approach culverts leaving an open ditch. Following a discussion of
ownership of property, prior permission to install the feature from a local road crewmember, drainage details
and cost, permission was granted to remove the connecting culvert.
J.1or mutual benefits the connecting culvert will be removed in its entirety by County forces. Landowner
requested circular driveway to remain with radii sufficient for turning mc-vements of large recreation
vehicles. Ditch to be over-excavated to aIlow installation of filter fabric with quarry spall arrnoring.
Culverts to be beveled where appropriate. Final grading of area to be accomplished ami reseeded. Removed
culvert segments .to become property of Jefferson County and hauled to stockpile. Owner desires onsite
meeting prior to beginning work.
cc: Mark Lopeman
Road File: Arabian Drive, Co. Rd. No. 26\ S09
C:\ohl.c\mlsc\C1Dim Rejection Arnbllln Drive 2 memo 10 the filc,dmb% RocycloeJ Pill10r
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JEFFERSON COUNTY
DEPARTMENT OF PUBLIC WORKS
P.O. Box 2070
1322 Washington 51.
Port Townsend, WA 98368
(360) 385-9160
Frank Gifford, Public Works Director/County Engfneer
MEMORANDl.i'M
DATE: March3l,1999
TO: Frank Gifford, Public Works Director/County Engineer, Interim
FROM: Alibrey P:iliner /I'
SUBJECT: Claim for Damages, C-14-99, Arabian Drive, County Road Number 261509, Emergency
Project X01404, Vicinity M.P. 0.30
The details of the above claim for damages have been reviewed. The event was an act of God. Anomaly
storm events of January through February 1999 created conditions deemed an emergency by State and
County Agencies, which involved portions of the entire Pacific Northwest.
I recommend the claim be denied.
ee: Mark Lopemnn
Road File: ArDblan Drive, Co. Rd. No. 261509
C:lold..\ml..ICI.lm ReJe.,lon Arabian Drive.doc 100% Recycled Paper
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1820 Jefferson Street
P.O. Box 1220
Port Townsend, WA 98368
Glen Huntingf'ord. Oiatric:t 2 Richard Wajt, Diatriet 3
MEMORANDUM
DATE:
March 25, 1999
TO:
Frank Gifford, Interim - Public Works Director
Erin Lundgr~~
FROM:
SUBJECT:
Claim for Damages
This office received the attached claim for damages, #C-14-99,
Please review the claim and submit a detailed written report and
recommendation to the Risk Manager David Goldsmith at YC1ur
earliest convenience.
u
Thank you in advance for your timely response. Please contact
me at ext. 102 if you have any questions.
'-RE"C' ..,....)n':;';'~\
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cc: David Goldsmith, Risk Manager
Public Works Shop
MAR 2 ti 1999
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\ JEFFERSm.1 COUNTY ~
pue!Y~ '\''''\'11<8 OE!=T .
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Phone (360)385-9100/ 1-800-831-2678 Fa'C (360)385-9382 jefTbocC@co.jefferson,wa.U8
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MAR 2 5 1999
JEFFERSON COUN1Y
SOARO OF COMMISSIONERS
Claim/# ~ - I ~- 9'1
CLAIM FOR DAMAGES
This Claim Form is provided sole{v as an accommodlltion to claimanJs. and the County makes no represenJaJ/ons as to Its
legal sufficiency. Responsibility for complying wilh all requirements of State law regarding claims rests with tM claimant.
No COU1/lJI Employee is authori::ed 10 advise a claimanr in completing this fOrm or reviewing its sufficiency. The County
expressly disclaims responsibility for any such advice or review. (If more space is needed to answer any Items. attach
atfditionaJ sheets and specifY lhe item number.)
TO:
RISK MANAGER
JEFFERSON COUNTY COURTIlOUSE
1820 JEFFERSON STREET
P.O. BOX 1220
PORT TOWNSE."\'D, WA 98368
STATE OF WASHINGTON)
)55
COUNTY OF JEFFERSON )
~ ~ . 'J:? !€J511~~
. rll,j A.I el<I,~... J~ f:. J . BEING FIRST DULYSWORL'I ON OAnr,DEPOSES
AND SAYS 1liA T I A."l CLA1MANT HERElN A.'iO BELIEVE THE CONTENTS OF THIS CLAIM TO BE
TRUE. I HEREBY PRESEm A CLAIM FOR DAMAGES AGAINST JEFFERSON COUNTY, WASHINGTON,
BASED UPON TIlE FOLLOWING INFOR.\1A TION AS REQUIRED BY RCW 36.~S,020:
1.
MY ADDRESS A..'ID PHONE :-lUMBER AT THE TIME OF PRESE'<'TING AND mING THIS CLAIM IS:
Mailing Addtess: .t10 ~/ q Ce n-tfo.,('" 'Ko (U~
~~\(Y'(i<!..I~1'V1 (J)f-\. Q7?3,:;C;
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Residence Address' ;J I) t.{.J' (' €;/IJ +-e.r R. d.
('hIYVla.r.U/o?"\l WA Q?1:?.:1S'
Phone Sumbcr: :3 tCo- 7:3;;; - ~ l/ 3 '7
2.
MY AcrtJAL RESIDENCE DL'RING TIlE SIX (6) ~(ONTHS ~IMEDlA TEL Y PRIOR TO TIlE TIME nus
CL.>J},.( ACCRUED WAS:
1"05' ,4t:.a.biOf) O,t.l U-e-
-PD 60'" 3~ '1. ), f
"Br IArt 0./1) W(.J 5 lAJ.5lP:3 ~ 0 _
TIiE lNCID~ FOR WHICH I ~lAKE CLAIM AGAINST THE CO}JW:( OCCl1R.RED ON TIiE ll.::L.
DAYOF ~('u-.'P>r'l-l-I .19.9SJ-AT:J. - ~ A.~ .....,
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4. TIlE lNCIDENT OCCURRED.... T THE FOLLO\VING LOCATION:
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S. MY INJURY OR DAMAGES WERE CAUSED OR HAPPENED AS FOLLOWS.:zC'" I IM,.4-s. (I I/;j Y"d l:t P
Ora& LJ}e fe /lot e !.R.cmIe,) 6'1 ~I.<tl 4.." Ii) P ro~ -f1Yf'-L. C',<<.,t.5I;.v" waA ~
..Jo -flood OlJ<<' C'ru/Y\ C[~eI< {h.d rlJ.Y'I OM" ~~ )WA;j/"',';'.5 o-.v+
Ol.J.r pcoper.w, c:l-f'~ t oP Pz.obi4f\ lulVP-
6. TIlENATIlREOFlHEINJURYORDA.'M.GESISJ.{STAlNEDARE: I . . - b I
Loo.4-! r Wfl,SJ..eJ .(J,u.h7") lVf (~a_H CJo fed tJ.I.i {fIJ/1/.( ~lto~d OLLr jJtO I
ca.()..n~ J+ -10 5t+ 0('1 tk-fLj edf-rL oR 1SenK. f!alU/Jvj. ~{Jr. prtJRU':7 h b<..
~"h\JeAhl~J u.l"bL<.ildAbk- Ct)..v.~/,v1 S+r~.5S bn cJlo1e ~14, CI1...d I
{'a.u5tttJ5 uS 70 httue. +0 JnOIX- +6 Ne.MJ plt1.ce -1-0 S~ ..........
7. THE AMOUNT OF DA.\1AGES I SUSTAINED ARE ITEMIZED. (A BaLING OR TWO (2) ESTIMATES
OF THE COST OF REPAIRS MUS,T BE A ITACHED TO TInS CLAIM): . , .J _
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8. TIlE NA.'IItE OF MY INSliRANCE AGENCY IS:
DATED THIs:i..s:..- DAY OF m 4 U t,
, [9.2..2
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PAO..IECT - PRO.IECT TITLE
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IIOU1'E 70- IN IT'AI.
a DIRECTOR
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JEFFERSON COUNTY
DEPARTMENT OF PUBLIC WORKS
PO. Box 2070
1322 Washington 51.
Port Townsend, WA 98368
(360) 335-9160
MEMORANDUM
Frank Gifford. Public Works Director/County Engineer
November 5,1999
Frank Gifford, Public Works Director/County Engineer, Interim
AubreYP:lhner ,Il~
Claim for Damages, C-28-99, Arabian Drive, County Road Number 261509, Emergency
Project X01404, Vicinity M.P. 0.30
The details of the above claim for damages have been reviewed. The event was an act of God. Anomaly
storm events of January through February 1999 created conditions deemed an emergency by State and
COImty Agencies, which involved portions of the entire Pacific Northwest. See Claims C-13-99, C-14-99,
and C15-99 for supporting documentation.
The County endeavored to make the situation better. I recommend the claim be denied.
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cc: Mark Lopeman
Road File: Arabian Drive, Co. Rd. No. 26\ S09
C:\old-c\ml.c\CI.lm Rejection Arabian Drive C.lH.99 CJranl Rem~ffdlllf Recycled Papor
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1820 Jefferson Street
P.O. Box 1220
Port Townsend, WA 98368
Glen HlIntingford, Di3tril.::t 2 Richard Waj:. DistriCt 3
MEMORANDUM
DATE:
November 3, 1999
TO:
FROM:
Leslie Locke
Frank Gifford, Public Works Interim Director
SUBJECT:
Claim for Damages
This office received the attached claim for damages, #C-28-99. Please
review the claim and submit a detailed written report explaining the incident
to the Risk Manager David Goldsmith at your earliest convenience. Please
include copies of completed incident reports, and any pertinent backup
documentation relating to this claim. (ie. photographs, maps, witness
reports, etc.)
Thank you in advance for your timely response, Please contact me at ext.
384 if you have any questions.
cc: Cour,ty Shop
fRE'C'.,~.,>EDl
I NOV 0 -1 1999 J
I JEFFERSm I ca. UNTY
PUBUC ',\""m~:: C'EPT.
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Phone (3601385.9100 /. 1.800-83 1-.2678 Pa.'( (3601385.9382 JeIThoca'tIco.Jefrerson. wn. us
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CLAIM FOR DA-l\1AGES
~ Claim Form is pravided s.a"'lytU an a=mmodation to claimants, and 1M County moku no ,..pnsQl/QlicIl$ as to il3 "'gal
sufficiency. Respon.1ibility for complying with oJl ,..qui,..menu of SIDle law I'I!!ganling c/ainu /TSU with tJur claimtmL No
COJDlly Employee is ""thorlzed ro tJdvUe a c/aimtDU in compkting this form o~ ,.",,;ewing iu sujJiciency. TM County aprusly
tJ;sdoinu /TspollSibility for any such aJvjt% or ,..wew. (lfmo,.. spoa is neetkd to _r any items, ottoch additional JMeU
and JpecifY tJur item number.) -
TO:
RISK MANAGER
JEFFERSON COUNTY COURTHOUSE
1820 JEFFERSON STREET
P.O. BOX 12%0
PORTTOWNSEND,WA 98368
STATE OFWASJUNGTON )
) 55'
COUNTY OF JEFFERSON )
G,AA/+ RE/11.6 G'R ,BEJNGFIRSTDULYSWORN ON OA'Of.DEPOSES
. AND SAYS nIAT I AM TIlE CL\lMANTHEREIN A.l~ BELIEVE TIn: coN'1'ENTS OF nus CLAIM TO BE
TRUE. I HEREBV PRESENt' A CL\IM FOR DAMAGES AGAINST JEFFERSON cotlJ'/TY, W ASHlNGTON,
BASED UPON THE FOu.oWlNG INFORMATION AS REQUIRED BV'RCW 36.45.020:
1. MY ACTUAL RESIDENCE AND PHoNE NtlMBER ATntE TIME OFPRESEN11NG AND FILING
nus CLAIM IS:
//o/'1oroccc> ~/. ..6'r/#/VCJ/V WA. 98...J~[)
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MY ACTUAL RESIDENCE DURING no: SIX (6) MoNTrlS IMMEDIATELY PRIOR TO nIE TIME
'THIS CL\Il\t ACCRUED WAS: ,
//o/l'?'O/'C'CCO PI &//1/#Cl'-"/ WA, 9'6'30<.0 .
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T~CIDENt' F~~CH I MAKE ~ AGAINST J1IE COUNTY OCCURRED ON no:
. .DAYOF '/'/M/ ,19..rLAT .fQt:...:L-A.MJP,M,
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TIlE INCIDENt' OCCURRED AT no: FoLLOWING LOCATIOl'l:
-'>"05 /l/'"/.)6,1"tjAI ,J)r, &/d"vC'A)' WI'/. 983:l.0
ORiGINAL
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;::;U/(QtG. ?(j ;/JrO;/Jflrly oIes~#, ,/nA/.AJfA/A/ I 4#d. q/J'/'AIc.
CUlyuts , cau4tcR dtt~cf/(;d or C,~et. &<.//f-krs18 ~l'6o~
oAki. dA/J1'ff.€ ~/'OjU".fy O,.t./. ArAbiM.j)r.
6. THE NATURE OF THE INJURY OR DAMAGES I SUSTAINED ARE:
...d/!/YI-9~E 7J ~,,/ ,tJ/1jfJ.fl"ty / KJ,;:}~J..(J To &,,11 !4:qd.Erl,/ ~cU';ty
/H-Nl""es~ /assor J:VCOIYJf?AHd /YliScdl"AIWc.is (~~,
7. THE AMOUNT OF DAMAGES I SUSTAINED ARE ITEMIZED. (A Bn:.LING OR TWO (2) ESTIMATES OF
THE COST OF REPAIRS MUST BE ATTACHED TO -rnIS CLAIM):
8.
THE NAME OF MY INSURANCE AGENCY 1S: .36,000. &n1~~.E.S .0 'I1--opEHY
~5LJO /"1i&-el~ ct:)Si.s ,
c;;)H' I q ,SOD J..o::f S€C t.A./ITy PIt().
.,0/"5 /500. 10 ".#'J1Sc.d/OLL<k!
DATED'll-IlS~DAYOF /t6WM6e/IC. ,19....J..:1
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TITLE (IF COMPANY)
SUBSCRIBED AND SWORN BEFORE ME THIS ~
DAYOF J..bVIE'/'Yl ~v .19~.
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i 41 OAK BAY ROAD I P.O. BOX 1375
PORT HADLOCK. WASHINGTON 9833'
360.379.9661 360.379.0150 F..;<
March 19.1999
Mr. Grant Rember
P.O. Box 21S
Brinnon. W.'" 983:0
Suhject:
Site Investigation @ Lots :0C/203 LAZY "C" Subdivision
This is "onlirm our sire investigation at the subjectlors made March 15. 1999:
1.
Stonn water tributary to Lots 214/215 located approximately 500 easterly of rhe subject
site at the crossing of Arabian Lane apparently became plugged in the 51" metal culven
crossing Arabian Lane. At this location. the roadway was eroded away for a width of 50
feet and a depth of70 feet. more or less.
The storm water then flowed down Arabian Lane to the IS" "ulven crossing Arabian
Lane, contiguous to the westerly side of Lot 202.
The rcversing street grade (sump condition) at Lots 2021:03 allOwed the storm water to
overtlow Arabian Lane at this location and similariy. flowed through the lot, destroying
the foundation for rhe mobile home that had occupietl.the site. Similarly. the storm water
eroded rhe top of bank for a width of 120 feet and a deplh of over 20 feet.
The top of slope as eroded is approximately 40 feet from rhe tront propeny line.
-!
Based on our investigation. it is estimated that the repairs to the slope will require the impon of over 2000
cubic yards of rock to stabilize the slope. However. due to the front yard setback requirements of the
zoning ordinance and lhe slope setback reqUlr~ments of the Uniform Building Code. it does not appear
possible to replace the structure and comply wirh all the regulations In addition. this slope construction
will require a geologic report from lhe County and a grading plan/permit.
The site remedial work should include the re.grading of the driveway area to divert any future storm water
Ihat may enter the sire away from the structure. and toward rhe drainage swale at the end oflhe i 8" storm
drain culvert on lhe west side of the prcpeny
In summary. rhe "oS! oflhe above described work is eSlimated in excess 01'525.000
Please advise if we can be of funher assistance to you.
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Sincerely.
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:l.1ichael 1. Anderson
Civil Engineer
P E :-.10. 27665
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GRAm REMEER
PO BOX 21.5
BRINNON, WA 98320
DATE
:-CCOON';" NO.
AMOtlNT 01" DISBtlRSEMENr
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03/29/99" 016-64435-0
REMARXS: 'KEISLING pays REMIilER
"- .., - .-' GRANT .. HORM RBMllBR
Bank. 125000105 Account: 253501489400
253.00
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PAYOR FEES
SELLER Fl::ES
LATE FE:ES
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NEW BALANCE
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When you sell, a fast and efficient title company will b,e.
important to the prompt closing of your transactior.l.
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I PREPARED FOR I AP::v~~N:.R:~~s:~~~,:e:i~Cle ~.'~.S():'
and RITA E. COE, a single p~~,;c"
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PROPERTY PROFILE
LEGAL DESCRIPTION
-.____._-..utlllD___
.i:..c;:s .202 and 203 of LAZY C RANCH, DIV~SIOl'i NO.3, as per pIE.;: r."';on:,,,o L:
Vcl'J.me 5 of Plats, page 61, records 0: ';e.:fe::son Co;.:nty, \"ia::1~:;S.:'):,
DATE ACQUIRED
4/2~/ 93
ASSESSOR'S PARCEL NUMBER
966 900 ~6i (La;: 202)
966 900 ~62 (La: 203)
TAXES
i999-~3:_Z. 06
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When you specify Jefferson Title Co.
you'll receive professional title services
and a nationally known insurance policy
that's instantly acceptable to local
lenders, Please ask for us!
. This .o:ef'a is ~&s:ricteo to the use of the addressee anc is no:
:0 oe used as a bas;~ for closing any transaction affec(,f19 tl!ie
Fe!' :i:!e C;sclosure is available upon request.
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22C5 Was'lIngle,' I P.O. 80x 256
PorI Townsend, WA 98368
,"~on9 13601 385.2000
.", 1360\ 385.6967
1.- WA 800.862.2C05
SALES PRICE
;;25,000.00
ASSESSED VALUATION
S29,090.00
Si,5JO.00
'raxoa~e= Address*
PO 50x'367
8z:oinnon, I"A 98320
'Si::us Addres;:;"
405 A=abian Lane
Brlnnon, WA 93320
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PR2PARED BY
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DATE
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PERTAINING 10- DOFFICE 0 ENG/Sl.JR'VEV 0 ROAD MAINT. 0 EQUIP. MAINT. 0 SOLID "ASTE
REQUEST 1"ClR-
LOC:ATlaIl- R:IAD PWE Ar-A ~, () " '[)"
ROAD NUMBEai?I.~ ".P.
PAO.JECT - PAO.JECT TITLE FlAO.JECT NUMBER.
DESCRIPTIa>J- rLLI'f~r-+ ~0'le......... ( .A-r-tbiCLr- \\r"1 fA rViec
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ATT_ _ CIR SKE1'CH raN:{ -1-0 h1. relic vin-I'Y'IN^-tec proft'.-I'f.
REFER TO-
RESPOND BY.
RESPONSE- ~ /./~/Y'r '7:;l!I "*^ I AI,., .iJ..........'>F':"" ,4.A"~
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ClOHI'ACTED -.ESTER 0 IN P1t~ 0 BY PHONE 0 BY LETTER CXlNTACTED BV-
RECll:IM<<NDAT I a>J.
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ADUl'E TO.
o DlRECTCIR
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INITIAL
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o PLANlING ENGINE~,R _ 0
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Called Mr. Rember on 10/21/99, I :00 PM :t. discussed his suggestion of rebuilding the edges of the culvert. Informed Mr. Rember
that existing cross culvert has been checked hydraulically and is adequate for the basio and nonnal 2S-year stonn events. Also the
culvert has been beveled on the inlet end to beller accept debris that may come from above. Mr. Rembe( suggested that a rip rap
headwall be constrUcted as the culvert inlet was ragged and in his opinion would not accept waters properly. Mr. Rember was
informed that both during and following the stonn event no scour was realized around the inlet end of the culvert, and generally on
this small a culvert pipe a headwall is not necessal)' due to slope of pipe and configuration of fill.
Mr. Rernber slated that the culvert northerly of the fill that provides accesS to adjacent property should be removed as it provides
overflow waters to leave the basin. I slaled that the culvert does provide ingress and egress over a ditch to the adjacent property and
would review the situation to s.,e if it is necessary. Mr. Rember thanked me for my time and volunteered to provide further input if I
would request it.
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RlEQLeJT FOR- f'j.(, L::i.eL.i -_ala ('P ~ ..... +
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PAO.IEC1' - PfID.IEC1' TITLE FlAO.lECT .........ER-
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ClCNTACTED ~STER 0 INPERSCN tlhtv PHONE 0 BY LETTER CXlN-:;::-CTE~ BY, --4~
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JEFFERSON COUNTY
DEPARTMENT OF PUBLIC WORKS
P.O. Box 2070
1322 Washington Sl.
Port Townsend, WA 98368
(360) 385-9160
Frank Gifford, Public Works Director/County Engineer
May 3,1999
Mr. Al Paulsen
621 Seal Rock Road
Brinnon, W A 98320-9729
Re: Drainage conditions on portion of Lot 11, Plat of Seal Rock Beach.
Dear Mr. Paulsen:
Per our recent phone conversations, and per correspondence dated August 20, 1998, attached is a
construction/maintenance agreement for the above referenced proposed project. Please sign the document in
the presence of a notary at your earliest convenience, and return it to Public Works at the above address.
Also, applications for the necessary penn its for the project should be complete by the week ofthe 10m.
When they are sent to the respective agencies, a copy will also be routed to you.
Thank you for your cooperation regarding this issue. If you have questions or need further infonnation, I
may be reached at (360) 385-9380.
Sincerely,
/~~
K.m Cook
Engineer II
Cc:
Bruce Laurie
Aubrey Palmer
Mark Lopeman
Seal Rock Road ~ file -#;Z~;;. 9~
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JEFFERSON COUNTY
DEPARTMENT OF PUBLIC WORKS
P.O. Box 2070
1322 washington Sl.
Port Townsend, WA 98368 . .
(360) 385-9160
Klara A. Fabry. PE.. Public Works Director/County Engineer
A'lgust 20, 1998
!\IIr. Al Paulsen
621 Seal Rock Road
Brinnon, W A 98320
Re: Drainage concerns on l\ilr. AI Paulsen's property, Seal Rock Road, Co. Rd. #262909.
Dear Mr. Paulsen:
This letter is in response to your correspondence dated August 12, 1998, as well as the site visit and
discussion on August 17, 1998.'
As stated in the Jefferson County Novembel" 4, 1997 letter, and reiterated at the above referenced
site visit, Public Works offers to install a culvert 'of adequate hydraulic capacity traversing your
property, provided the culvert is furnished at no expense to Jefferson County. The recommended
culvert is smooth-bore plastic of 36" diameter. A temporary easement will be needed for legal
access to complete the culvert installation. Following project completion, the easement and
ownership of the culvert will revert to you. While equipment is on site, the existing county culvert
under Seal Rock Road will also be upgraded to 36", completely independent of the construction on
. your property. A standard clean-out will be installed at the connection between the two culverts.
Further, as we discussed, the following issues apply to thi~ potential project:
Your existing makeshift box culvert (currently attached to the county Seal Rock Road culvert) is
likely not of adequate capacity. Leakage may eventually jeopardize your concrete wall at the
beachhead.
At present, a water line is routed through the existing culvert, hampering hydraulic capacity and
debris fioF capability. Implementation of the project will allow placement of this water line
outside of the culvert. (Note: a Jefferson County pennlt will be required for this action.)
Required permitting for construction will include Shorelines, SEP A, and'a State Fisheries
hydraulics permit. Under this proposal, Jefferson County would secure all necessary permits,
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As these features will make the installation more time consuming, difficult and costly than a typical
culvert installation, it is the position of Jefferson County that the present offer to complete this
work, with your participation in the cost of the culvert, is quite advantageous on your beh3lf.
Thank you for your continued patience in this matter. If you have any questions or concerns
regarding-this issue, please contact me at (360} 385-9380, or Aubrey Palmer, Operations Manager,
at 385-9167. (Note: please realize that it may take several months to secure all necessary permits.
a requirement pri!J1:. to any constnlction activities.)
Sincerely,
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Kenneth Cook
Engineer II
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Klara Fabry
Frank Gifford
Road"iler Seal Rock Road, #262909
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Jefferson County
Department 01 Public Works
1322 Washington Street
P.O. 80x 2070
Port Townsend, WA. 98368
CONSTRUCTION/MAINTENANCE AGREEMENT
IN THE MATTER OF JEFFERSON COUNTY ROAD MAINTENANCE PROJECT: SEAL ROCK ROAD CULVERT
INSTALLATION, COUNTY ROAD NUMBER 262909.
KNOW ALL THESE MEN BY. THESE PRESENTS that the Grantors. ALLAN R. PAULSEN and MARY M.
PAULSEN, with an address 01 621 Seal Rock Road, Brinnon. WA 98320. lor and in consideration 01 mutual
benefits, do hereby grant unto Jefferson County, a Municipal Corporation, its agents or assigns, the non-
exclusive right to use the hereinafter described lands for the purpose of ingress and egress over, under. across,
and upon real property for any and all purposes incidental to the replacement of a culvert located at. a natural
drainage CDIJ.':'se at Seal Rock Road, to be maintained by the County within the County right cf way only; and
the one-time installation of a culvert extension purchased by the Grantor. leading from the outfall of the County
culvert to the existing private outfall-retainage structure. Said culvert extension tD be maintained by Allan R.
Paulsen and Mary M. Paulsen. their hel.s or assigns. situated in Jefferson County. State of Washington. described
as follows:
Portion 01 Lot 11. Plat 01 Seal Rock 8each, as recorded in Volume 4 Pages 17-18, Records 01 Jefferson
County. Section 26, Township 26 North, Range 2 West, W.M. Jefferson County, State 01 Washington.
A portion 01 Assessor Parcel Number: 992800011.
It is understood and agreed that the rights herein granted. shall be at all times exercised in a manner which does
not unreasonably interfere with the use of the property by the Grantors. The proposed work zone will be
appropriately cleared of all belongings of the Grantor prior to construction. At the location of the culv6rt
passage through the existing headwall, the County shall be respor.sible only for installation of the proposod
culvert utilizing responsible and prudent construction practices. Any existing damages to the retaining wan due
to existing substandard off right of way drainage structures wiil be the responsibility of the Grantors.
Grantor and Grantee do hereby understand and agree that said culvert installation and extension reconstruction
shall serve to protect the existing structure of Seal Rock Road, and the Grantor and Grantee agree to hold each
other harmless from all claims and cau!Jes of action of any nature whatsoever arising out of the exercise of the
right herein granted.
It is understood and agreed lhat no water line will be placed inside the culvert to be installed within the County
right 01 way; any modilicatlon or replacement 01 the existing water line is the responsibility 01 the Grantors.
It is understood and agreed that the delivery 01 this pe,mit is hereby tendered and that the terms and
obligations hereol shall not become binding upon Jefferson County unless and until accepted and approved
hereon In writing lor Jefferson County. Dopartment 01 Public Works by its Diroctcr or a duly euthorizod
representative.
Dated this _ day 01
JEFFERSON COUNTY
Dapartment 01 Public Works
GRANTORS:
Accepted and approved, Date:
By:
Frank Gltford
Public Worke Dlrector/County Engineer, Intorlm
STATE OF WASHINGTON I
) s.
COUNTY OF JEFFERSON I
On this _ day of , 1999, before me personally appeared ALLAN R, PAULSEN and
MARY M. PAULSEN to me known to be the Indlvlduala deserlbad In and who execul.ed the loregolng
Instrumant, and acknowledged that thay .Igned end aealed the same es their frea and voluntary oct and deed
I", the usea and purposes ther.ln montlonod. .
Glv.n under my hand and olliclal ...1 the dsy and yeer last abova written.
Notery Publlo In and lor the Stat a 01 Weshlngton,
residing at
My Commission axplra.
Paulaenogreement 5399.doe
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Jefferson County
Department of Public Works
1322 Washington Street
P.O. Box 2070
Port Townsend, WA. 98368
CONSTRUCTION/MAINTENANCE AGREEMENT
IN THE MATTER OF JEFFERSON COUNTY ROAD MAINTENANCe PROJECT: SEAL ROCK ROAD CULVEHT
INSTALLATION, COUNTY ROAD NUMBER 262909.
KNOW ALL THESE MEN 8Y THESE PRESENTS that the Grantors. ALLAN R. PAULSEN and MARY M.
PAULSEN. with an address nf 621 SaRI Rock Road. 8rinl'1or.. \NA 98120. fer and in consider~tion of mutual
benefits. do hereby grant unto Jefferson County, a Municipal Corporation, its agents or assigns, the non.
exclusive right to use the hereinafter dascrib'3d lands for the purpose of ingress and egress over, under. across,
and upon real property for any and all purposes incidental to the replacement of a culvert located at a natural
drainage coursa at Seal Rock Road. to be maintained by the County withIn the County right of way only; and
the one-time In51all':11100 of a culvert extonsion purchased by the Grantor. leading from the outfall of the County
culven to the existing prlvbte outfall-retainage structure. Said culvert extension to be maintained by Allan R.
Paulsen and Mary M. Paul'Jan, their heirs or assigns, situated in Jefferson County, State of Washington, described
as follows:
Portion of Lot II, Plat of Seal Rock Beach, as recorded in Volume 4 Pages 17-1B. Records of Jefferson
County, Section 26, Township 26 North, Range 2 West, W.M. Jefferson County, State of Washington.
A portion of Assessor Parcel Num'>er : 992800011.
It, is understood and agreed that'the rights herein granted shall be at all times exercised in a manner which does
not unreasonably interfare with the use of the property by the Grantors. The proposed work zone will be
appropriately cleared of all belongings of the Grantor prior to construction. At the location of the culvert
passage through th.. existing headwall, the County shall be r~sponsible only for installation of the proposed
culvert utilizing responsible and prudent construction practices. Any existing damages to the retaining wall due
to existing substandard off right of way drainage structures will be the responsibility of the Grantors.
Grantor and Grantee do hereby understand and agree that said culvert installation and extension reconstruction
shall serve to protect the existing structure of Seal Rock Road, and the Grantor and Grantee agree to hold each
other harmless from all claims and causes ot action of any nature whatsoever arising out of the exercise of the
right herein granted.
It is understood and agreed that no water line will be placed inside the culvdrt to be instalied within the County
right of way; any modification or replacement of the existing water line is the responsibility of the Grantors.
It is understood and agreed that the delivery of this permit is hereby tendered and that the telms and
obligations heroof shall not becomt1: binding upon Jefferson County unless and until accepted and approved
hereon in writing for Jefferson County, Department of Public Works by its Director or a duly authorized
representative.
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Dated this.JL. dav of )y\~ l'lq~
G~NifORS: f) n
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JEFFERSON COUNTY
Department of Public Works
Ac~ePted and approved, /7~e: S;/,~,
8y: ;j~{ ~
Frank Gifford
Public Works Director/Cou
STATE OF WASHINGTON )
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~r'\IINTY r'\F .1F.FFFR!lr'\N )
On this J.:),~ dsy of )"lYl. 4- ,1999, before me personslly appeared ALLAN R. PAULSEN and
MARY M. PAULSEN to me known to(!/e the Individuals described In and who executed the foregoing
Instrument, and aCknowledged that they signed and sealed the 88me as their free end voluntary act and deed
for the uses and purposes therein mentioned.
G v'R'~~rN"lf.a'kllAfif(fifl
STATE OF WASHINGTON
NOTARy..... PUBLIC
IIY COMMISSION EXPIRES 10-14-01
Paul.enagr men I SJ99.doe.
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JEFFERSON COUNTY
DEPARTMENT OF PUBLIC WORKS
P.O. Box 2070
1322 Washington St.
Port Townsend. WA 98368
(360) 385-9160
Klara A. Fabry, PE.. Public Works Director/County Engineer
November 4, 1997
Mr. AI Paulsen
621 Seal Rock Road
Brinnon, WA 98320
Re: Drainage concerns on property owned by Mr. AI Paulsen
Dear Mr. Paulsen:
As you are aware, recently the above referenced drainage issue has been revisited by Jefferson
County Public Works.
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As stated in correspondence dated September 6 1995, Public Works offers to install a culvert of
adequate capacity traversing your property, provided the culvert is furnished at no expense to
Jefferson County. Additionally, a temporary easement is needed for legal access to complete the
culvert inst1Uation; following project completion, the easement and ownership of the culvert will
revert to you.
Flow calculations were completed for this drainage, based on the contributing area and Washington
Department of Transportation hydraulic equations. The 100yr flood flow is 39 cubic feet per-
second, and the recommended corresponding culvert size is 36" diameter. The most affordable type
of pipe material for this location is a smooth bore plastic culvert, manufactured in 20' sections. A
total of five sections will be needed, at a cosi of $22.00/foot, $2200 total cost. While equipment is
on site, the' existing culvert underneath Seal Rock Road will also be upgraded to 36", completely
independent of the construction on your property.
1
Thank you for your continued patience in this matter. If you are interested in implementation of this
joint project, please contact me at (360) 385-9380 or Mark Lopeman, Road Superintendent, (360)
385-0890 at your earliest convenience.
Sincerely,
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Engineer I
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7. I}-l .
JEFFERSON CO. PUBLIC WORKS
Board of County Commissionors
Jefferson County Permit Center
621 Sheridan 51.
Port Townsend, Wa_ 98368
Gentlemen:
This letter is in reference to the recent variance proposal by Mr. James Olson, a realtor
at WindemerQ Realty in Quilicene. Consider this a written notice of appeal. Once
again, it appears business as usual in Jefferson County. The little guys get shoved
aside, while business associates and members of the business community get what
they want. I attended the Monday meeting of the County Commissioners on April e,
1996 and expressed my views on the drainage problems on Seal Rock Rd. I was told,
at that time, that a county engineer would come out, looi< the situation over, and get
back to me. Well, the county engineer did come out on Wednesday the 10th and that
is the last time anyone from the county has come out or even contacted me on this
issue. I called Commissioner Huntingford as recently as May 31, and asked for a
return phone call. I got nona. Hello, Commissioners are you home.
On the 21st of May, I attended the variance meeting at the county courthouse, to
protest the building of anymore structures on, or around, Seal Rock Rd. that could have
potlsible impact on the rvnoff situation at my property. My taKe on the flavor of the
meeting was that the variance Issue had already been decided at the county planning
level and this variance meeting was just a formality to satisfy a legal bean count. The
contention that the drainage from Mr. Olson's lot wouid not affect my property Is
erroneous. .If the county. would check all records for easements/right of ways on Seal
Rock Rd. they would find that there are no easements or right of ways for the county to
dump drain water to the Canal. Presently, the water rvnoff from 01::on;:; lot, run::
across the road and under a residence two hOlJses to the North of my place. What's to
say thaI fellow could not plug this drainage pipe! Then a:1 run off would be. directed at
my property.
In conclusion, the county is the granting authority for building permits. Isn't it also, their
i.e. your responsibilly to provide for proper drainage? What do YOll do, just take the
money for pennlts and taxes with no responslbllty for the consequences of your acts? I
have documented my many contacts with the county and your actions and decisions or
non-decisions as this has proceeded. I thought we could come to a meetIng of the
minds on this, however, I'm not sure anyone IS home at the county. It would, surely,
seem more cost effective to work out a solullon as opposed to litigation. However, It
seems that my pleas are failing on deaf oars. I know I'm not a county businessman
and we don't golf, or socialize, but dammit get off the dime and do something on this
Issue. Make a decision, In writing, so I can eithor proceed with litigation against the
county or know that this situation will be roctified.
Alan R. Paulsen
621 Seal Rock Rd.
SMnnon, Wa. 98320
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/PU8L1C WORKS DEPTJ
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1820 Jetferson Street
P.O. Box 1220
port Townsend. WA 98368
(360) 385-9160
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September 6, 1995
Mr. Thomas J. Majhan
Attorney at Law
914 Washington Succt
P.O. Box 191
Port Townsend, W A 98368
RE: Drain8!:c problem on property owned by Mr. AI Pa"lsen
Dear Mr. Majhan:
The Department of Public Works bas reviewed the drainage problem on Mr. Paulsen's property making the
following findings:
1. Jefferson County received what we now call ScaI Rock Road from the Stilte of Washington
in a "turnback" in 1961. prior to thattirnethe highway was SR 101, a State Highway having been
designed, constructed and lI1lIintained by the State of Washington.
At the time of nirnback and sinct= Jefferson County has had no knowledge of a malfunction
of the drainage system beneath or within Seal Rock Road right of way.
2. Jefferson County has no knowledge of who constructed the downstream drainage system
from the. downstream end of the twenty four inch diameter culvert pipe beneath Seal Rock Road.
3. The downstream drainage system, composed of a pipe of approximately 18" in diameter
for a distance below the county road culvert which then transitions into a concrete box flume with a wood
cover, is, by our observation, substandard in size and not capable of conveying the water intended to pass
through the old culvert beneath Seal Rock Road.
4. The old 24" culvert beneath Seal Rock Road has historically been adequate for water
passing !h,ough from above. The one incident last year which resulted in water diverting over Seal Rock
Road happenOO as a result ofa collapsed private bridge above Seal Rock Road which diverted water.
Based on the facts as they have been related to mc I believc the problem is caused by a previous owner of
Mr. Pnulsen's property who chose to enclose what was originally an open, natural drainway. That person
also chose to enclose the drainway with a system of inadequate capacity and created the problem Mr.
Paulsen now expericnees. My research to date finds no suggestion that either an agent oftbe State of
Washington or Jefferson County had anything to do with enclosing the private system through Mr.
Paulsen's property.
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I must, therefor, refuse Mr. Paulsen's request to replace the culvert with a larger one and c.:>mpensate him
for repairing his sea wall. Mr. Paulsen may chose to doa~ he pleases on his property however It would be
inadvisable for him to plug the culvert beneath a public road or otherwise interfere with the drainage
system on public road right of way.
Be that as it may, in the interest of being a good neighbor, I offer on~ again to share the effort to improve
the system to an adequate size. If Mr. Paulsen will agree to provide the necessary twenty four inch
diameter smooth wall ADS plastic pipe Jefferson County will have it properly constructed. Mr. Paulsen
would also have to grant a tmnporary construction easement to Jefferson County so we could legally
.construct the new culvert. After construction, the casement and ownership of the culvert would revert to
Mr. Paulsen.
If the factual circumstances of the drainage system are different than related above or if your client Mr.
Paulsen has infonnation not available to Jefferson County please let Jefferson County know and it will be
taken into consideration. Mr. Paulsen can contact Jefferson County for purposes of coordinating a joint
repair effort by calling Mr. Earl Wells at telephone #385-0890. .
Thank you for your patience in this matter and please fC!=1 free to contact me at this office for continued
communication on this matter.
Sin~re;:p .
(/Ma.u..o ~-:t€-~.Al-
IJara A. Fabry, P.E.
Public Works Director/County Engineer
ce: Earl Wells, Road Division
Operations Manager .
Gary Rowe, PE
Public Services Director
Bob Nesbitt, PE
Senior Engineer
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Jefferson County
Department of Community Development
621 Sheridan Street
Port Townsend, Washington 98368
(360) 379-445p 7
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JEFFERSON COUNTY
DEPARTMENT OF PUBLIC WORKS
P.O. Box 2070
1322 Washington SI.
Port Townsend, WA 98368
(360) 385-9160
GIllY A. Rowe, P.E., Public Works Director/County EngIneer
MEMORANDUM
TO:
Michelle
Community Development
TerryDuff~
Pleasant Tides Road I Rhododendron Ln.
January 20, 2000
FROM:
SUBJECT:
DATE:
This Is a response to your request for the establishment of Pleasant Tides Road, now known as
Rhododendron Ln.
This section of Rhododendron Ln. was established In 1974, (see attached Quit-Claim Deed, Vol.
53, Pg. 295), when a section of Biack Point Road was vacated In 1975 easterly of where
Rhododendron Ln. presently exists.
Please let me know If you have any further questions or concerns regarding this matter.
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JEFFERSON COUN1'Y
DEPARTMENT OF PUBLIC WORKS
P.O. Box 2070
1322 Washington Sf.
Port Townsend, WA 98368
(360) 385-9160
.;:.of .~~ .,)~
Frank Gifford. Public Works Director/County Engineer
MEMORANDUM
.,.
DATE: May 26,1999
TO: Broce Laurie
FROM: Aubrey Palmer A'~
SUBJECT: New culvert installation reviews, various county roadways;
As we discussed yesterday, drainage reviews by both maintenance and engineering on various roadways are
beginning to accumulate. Seems the work never ends and appreciate your assistance in our mutual endeavor.
Some of the new culvert installation reviews have been pccomplishcd by engineering for Ole Torkelson
Road and Old Gardiner Road and are now scheduled for installation by maintenance. A new batch of culvert
reviews are based upon request by both maintenance and Action Requests from the public.
Currently maintenance has received an Action Request by local resident owners to review the possibility of a
new culvert installation on Olele Point Road that may be beneficial for preservation of the roadway. This
new culvert installation, if useful, would require temporary easenlents across a mutual property boundary of
adjacent owners, together with construction permits from adjacent owners at culvert location. This
installation would also impact shorelines.
Another culvert installation Action Request has been received requesting a new culvert be placed beneath
Swansonville Road. Necessity and down stream impacts would have to be reviewed on this one.
Deficient culverts located in the Plat of Hiddendale have been identified by maintenance for the possibility
of a drainage revision. Currently two culverts, lying side by side are installed underneath Riverdale Drive.
During storm events, waters from above overtop both culverts and carry debris down platted streets requiring
continuous reviRiting of the site by maintenance. A drainage basin review will be necessary to size the pipe,
together with rechannelization of a portion of drainage ditch to daylight. Construction permits will be
necessary.
I am available at your disposal to assist with addressing these drainage issues, and thank you in advance for
YClUr help with these matters, Attached please find Action Requests as received.
cc: Frunk Gifford, Public Works Director/County Engineer, Interim
SwansonvilIe Road, Co. Rd. No. S 14009
Olele Point Rood, Co. Rd, No. 560209
River Dole Dtlve, Co. Rd. No, 300109
Attach: Aetlon Request, Olele Point Rood
Action Request, Swansonville Road
c:\oldc\mlac\Road. request ror ens. Allllt. ror new CUY. Install.doc
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From:
Sent:
To:
Cc:
Subject:
Aubrey Palmer
Thursday, August 05, 1999 1 :29 PM
Michelle Ham; Dave Ward
Paul Walters; Bruce Laurie
Hiddendale Road Culvert upgrade
Monte Reinders has completed drainage calculations and design for replacing undersized double 18-inch culverts near
Hlddendale and Riverdale Drive intersection. The recommended fix is to replace the two existing 18-inch culverts with a
42"(span) x 29" (rise) 16 ga. aluminized pipe arch. The pipe arch was sized to conservatively handle a 100-year peak flow
without overtopping the roadway.
Minimum cover is 12 inches from subgrade to invert. Invert will be approximately 3.5 feet below road Grade. To
compliment the installation, a new dilc." will be constructed to reducg the reoccurring problem of water overtopping the
roadway. A 4 f<Y.lt deep ditch section with 2:1 slopes, together with check dams installed approximately on 50' intervals
will be constructed on the ditch inflow into the area.
This culvert will be Installed In approximately the same position as the two existing 18" culverts. With upgraded ditch
section, check dams, and oversized piping, the original outflow ditch will be maintained, with only minor modification to
existing condition for downstream Impact. I have asked Monte to assist with construction.
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JEFFERSON COUNTY .
DEPARTMENT OF PUBUC WORKS
'to
P.O. Box 2070
1322 Washington St.
Port Townsend, WA 98368
(360) 385-9160
Frank Gifford, Public Works Director/County Engineer
MEMORANDUM
Date: 08/05/99
Monte Reinders, Engineer III ,.. JfVI.-.-/
From:
To:
Aubrey Palmer, Maintenance Operations Director
Subject:
Hiddendale Road Culvert Upgrade, Co. Rd. #300109
542.11.10
Recommended upgrades for the undersized double 18-inch culvert and undersized ditch at
Hiddendale Drive near Quilcene consist of the following:
1. Replace existing two 18-inch culverts with a 42" (span) x 29" (rise) x 40-feet long l6go.
aluminized pipe arch. This pipe was sized to conservatively handle 100-year peak flows
without overtopping the roadway. Minimum cover for this pipe is 12 inches to the subgrade
so the invert will be approximately 3.5 feet below the road. Cost of pipe from Contech is
$780 delivered. As an option. I would suggcst using metal flared end sections for a
professional appearance. Cost of end sections is about $180 each. Area around end sections
should be backfilled with sack rip rap per WSDOT specs for a decent headwall. Guideposts
should be installed at the road edge above the culvert as either the flared end section or a less
costly beveled end cut would create a drop off in the clear zone as opposed to a less
hydraulically efficient projecting end.
2. The ditch should be upgraded to reduce the reoccurring problem of water overtopping the
roadway. A 4-toot deep ditch section with 2H: 1 V side slopes is recommended and would fit
within the right of way. Depending on soil conditions, some rip rap treatment may be
required along the road embankment. Check dams should be installed roughly every 50 feet.
I suggest using partially buried 3x3x9 ArtWeld gabions (9ga.) for this application. Hilfiker
can deliver 4 of these for about $327. They can be machine filled with 4 to 8-inch quarry
spalls.
3. The existing culverts outfall into a drainage ditch which crosses private property for roughly
200 feet before passing through a 24"inch culvert under the Big QuiIcene river dike. There
has been some discussion of moving this ditch 15 to 20 feet to the north onto community
property ill order to make it more accessible and increase the setback to lln adjacent house,
Property owners and our mllintenance crew are in fllvor of this move. The plllt clellrly
indicates that the County has the right to drain wuter over private property but does not
specify any requirement for such work, Whether the ditch is move or' not, some minor
cleaning and deepening will be required to accommodate the new culvert.
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JEFFERSON COUNTY
DEPARTMENT OF PUBLIC WORKS
P.O. Box 2070
1322 Washington St.
Port Townsend, WA 98368
(3601 385-9160
Klar8 A. Fabry. Director/County Engineer
Fax Cover Sheet
DATE:
~/1'J/91
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MAR-13-97 THU 09:33 AM WSU COOP EXT JEFF COON 6 360 379 5617
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JEFFERSON COUNTY CONSERVATION DISTRICT
205 W. Patison st., Port Hadlock, WA 98339. Phone (360) 385-4105
3-13-97
To: Ken Cook, Jeff. Co. Public Works
From: AI Latbam
Subject: Shoreline Permit Exemption XMP96.0Q42 Hiddendale project
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As we finished the Hiddendale Project last faU we ran out of time and money before we could
bring one small section of the set-back dike up to gJade. The river did not reach this area during this
winters storm event since the dike is higher between it and the river channel.
During the storm event a slide came down over Hiddendale Rd. Jefferson County will be
removing some material from this slide area and will have to transport it to another location. We would
appreciate it if some of this material could be dumped and spread through the low section of dike. The
area is approx. 80' long by 10' wide and wiU require up to about SO cu. yds of material. Jerry Beeler
(765-3767) who ill the property owner there can be contacted to show the road crew where to put the
material. This will put the finishing touch on our project and save the County monty by reducing the
distance they will have to haul this material. Enclosed is a copy of the Shoreline Permit Exemption for
the project and a plan view showing the location of the low spot. The Corps of Engineers permit for the
project is still valid and there is no need for an UP A from Dept. of Fisheries since the area is above
oldinary high water.
Thanks for your help. Let me know ifthere is anything I can do to help facilit'lle this.
(4 pages including this.)
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MAR-13-97 ~HU 09:33 AM WSU COOP EX~ JEFF COON 6 360 379 5617
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JEFFERSON COUNTY
SHORELINE SUBS'l'AN'l'IAL DBVELOPHEN'l' PEflMIT EXEHPTION
WASHINGTON S7'ATB SHORELINE HANAGBH'SNT AC'l' (RCfI !lO.58)
PROPONEN'l'...: 3EFFERSON CO CONSERVA'l'ION DIS'l'
205 W pAT'l'ISON $'l'
POm' HADLOCK WA 98339
DA'l'B ISSUED.: Septeza;x,r 6, 1996
DATE EXPIRES: september 6, 1997
CASE NUHBER.: XHP96-0042
PROJEC'I'DZSCRInION: Reduce flood hallard and enhance Elsh and wi1dli~e
babft4t. project will lncrellse chllllnel cross~sect:ional arell and create t'ish
habitat.
The developlllElnt 16 proposed to be w.11:hln BIG QUILCENE RIVER
and/or its associated wetlands.
LEGAL D1!SCRInrON: Hiddendale Tracts AdcUtion 1n section 27, Tow-nBhlp 2'1
North, Range 2 West, WM located south ot' ouilc.ne on the bank o~ the Big
Qul1cene River.
FINDINGS:
1.) 'l'he proposal 1s consistent with Exemptons sectlen 3.402(6} of the
3tJ~terl1on-Port Tow-nsend Shoreline Hanaqemont Haster Program. 'l'he
proposal is not a substantial development.
'l'he proposal is round to bo cons1stent w1th SSB 5155 which aUows
projects d..igned to improve lish and wildliLe h~bitat Qr fish passage
to be permitted as a shorelin. substantial development permit
. exemption.' .
NOTICE: ~bls .xemption does not .xcuse the proponent ~rom complying
with other loc~l, state, and rederal ordinances, regulations, or statutes
.pp11cabl. to the proposed development. .
2}
Development pursuant to this permit shall bID undertBken BlJbject to the
applicable polioies and pertormAnce standards or the Jerrerson County
Shoreline Management Master program.
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stfiiJ, Jetrerson oun Y perm t Center
S~h: ATTACHED CONDI~IONS OF APPROVAL
CI Connie LlImbert:, Department ot Ecology, Shorelands otlice
EHrLY TEACHOUT, A'.tBC INe
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MAR-13-97 THU 09:34 AM ~SU COOP EXT JEFF COON 6 360 379 ~617
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CoJtdlt;loJts or Approval - Permit: no.: XHP9es-0042
For: JEFFERSON. CO CONSERVATION DIS'I'
Page: 2
I} This approval pertains to J.~~.rson-Port Townsend Shoreline
ManageJlJent Master Program requireJlNlnts only. The approval ot any
other agency with jurisdiction or any other required pormits shalL be
obtained prior to undertaking the project.
wor~ within the juriSdiction or the Shoreline program other than
descrfbed above shall receive saparate review lll1d approvGl ~rolll this
ottic..
2}
3J
Prior to c01llJ1lencing COl2$truction. proponent J!:hould contact thE!
Washington state Department or Fishories at 895-4757 to determine
whether this action. is subject to the Washington State HYdraulics
code.
4)
The proponent shall notity the Jetferson county Permit Center, (3fO)
319-4450, Development Review Division 48 hours in advance prior to
cOlIIM8ncing construction in ordor to allOtf JlJonitoring and enSure
contormance "ith project conditions.
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CONCEPTUAL PLAN
PLAN VIlIVi
110 aUILo,NIl RIVER lANK 8TA81UZATION
HIDOINDALI! eO~11V. JE".RaON OOUNTY, WA.
AQUA TIIIRRA eNVlllONflfENTAL COH'U~nN(J, INO,
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From:
Sent:
To:
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Subject:
Aubrey Palmer
Thursday, August 05.19991 :29 PM
Michelle Ham; D3ve Ward
Paul Walters; Bruce Laurie
Hiddendale Road Culvert upgrade
Monte Reinders has completed drainage calculations and design for replacing undersized double 18-inch cuiverls near
Hiddendale and Riverciale Drive intersection. The recommended fix is to replace the two existing 18-inch culverts wilh a
42"(span) x 29" (rise) 16 ga. aluminized pipe arch. The pipe arch was sized to conservatively handle a 100-year peak now
without overtopping the roadway.
Minimum cover is 12 Inches from subgrada to invert. Inven will be approximately 3.5 feet below road grade. To
compliment the installation, a new ditch will be constructed to reduce the reoccurring problem of water overtopping the
roadway. A 4 foot deep ditch section with 2:1 slopes, together with check dams installed approximately on 50 ' int9rvals
will be constructad on the ditch innow into the area.
This culvert will be installed in approximately the same position as the two existing 18" culverts. With upgraded ditch
section, check dams. and oversized piping, the original outflow ditch will be maintained, with only minor modification to
existing co'1ditlon for downstream Impact. I have asked Monte to assist with construction.
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JEFFERSON COUNTY
DEPARTMENT OF PUBLIC WORKS
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P. O. Box 2070
1322 Washington St.
Port Townsend. WA 98368
(360) 385-9160
Frank Gifford. Public Works Director/County Engineer
MEMORANDUM
Date: 08/05/99
From:
Monte Reinders, Engineer 1II ,u,,vVL.../
To:
Aubrey Palmer, MaIntenance Operations Director
Subject:
Hiddendale Road Culvert Upgrade, Co. Rd. #300109
542.11.1 0
Recommended upgrades for the undersized double 18-inch culvert and undersized ditch at
Hiddendale Drive near Quilcene consist ofthe following:
1. Replace existing two 18-inch culverts with a 42" (span) x 29" (rise) x 40-feet long 16ga.
aluminized pipe arch. This pipe was sized to conservatively handle 100-year peak flows
without overtopping the roadway. Minimum cover for this pipe is 12 inches to the subgrade
so the invert will be approximately 3.5 feet below the road. Cost of pipe from Contech is
$780 delivered. As an option, I would suggest using metal flared end sections for a
professional appearance. Cost of end sections is about $180 each. Area around end sections
should be backfilled with sack rip rap per WSDOT specs for a decent headwall. Guideposts
should be installed at the road edge above the culvert as either th~ flared end section or a less
costly beveled end cut would create a drop off in the clear zone .as oppos<:d to a less
hydraulically efficient projecting end.
2. The ditch should be upgraded to reduce the reoccurring problem of water overtopping the
roadw.1Y. A 4-foot deep ditch section with 2H: 1 V side slopes is recommended and would fit
within the right of way. Depending on soil conditions, some rip rap treatment may be
. required along the road embankment. Check dams should be installed roughly every 50 feet.
I suggest using partially buried 3x3x9 ArtWeld gabions (gga.) for this application. Hilfiker
can deliver 4 of these for about $327. They can be machine filled with 4 to S-inch quarry
spalls.
3. The existing culverts outfall into a drainage ditch which crosses private property for roughly
200 feet before passing through a 24-inch culvert under the Big Quilcene river dike. There
has been some discussion of moving this ditch 15 to 20 feet to . the north onto community
property in order to make it more accessible and increase the setback to an adjacent house.
Property owners and our maintenance crew are in favor of this move. The plat clearly
indicates that the County has the rIght to drain water over private property but docs not
specify any requirement for such work. Whether the ditch is move or not, some minor
cleaning and deepening will be required to accommodate the new culvert.
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JEFFERSON COUNTY
DEPARTMENT OF PUBLIC WORKS
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P.O. Box 2070
1322 Washington St.
Port Townsend, WA 98368
(360) 385-9160
MEMORANDUM
DATE: April 16, 1999
TO: Mark Lopeman
FROM: Aubrey Palmer A.,Q>
SUBJECT: Grading estimate, Quilcene Boat Haven parking lot, Port of Port Townsend
The Port of Port Townsend has submitted a request for grading of the Quilcene Baot Haven
Parking Lot. Please provide an itemized estimate for time, equipment, and materials with
administration included at 15%. It will also be necessary to insert into the request, Port
Signature on the submitted estimate. Following receipt of the signed estimate, please route back
to me for further processing. If you have any questions, please contact me.
cc: Rd. File Linger Longer, Co. Rd. No. 301309
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STATE OF WASHINGTON
COUNTY OF JEFFERSON
In the matter of: x
A Request for Reimbursable Work x
To the Director of Pub fie Works:
Reimbursable Request No.
Pursuant to teans ofan agreement between Jefferson CO\Dlty and the Port of Port Townsend
adopted and approved on Auqust 8 . 199.JL, the undersigned hereby requests the
CO\Dltyro grade aravel oarkina lot in Ouilcene Boat Haven.
_ at time and in a manner convenient to the CO\Dlty. The \Dldersigned further requestthat the work be
completed no later than 30 da ys from reque st . 19_ lUld hereby guarantees reimbursement to
the County for all costs up to a maximwn of $ see comment .below. '
Would like a cost estimate for each grading request. I have spoken with
Aubry Palmer and he understands the area to be graded. This area also
serves as a turn-around for traffic from Linger Longer Road.
AII teans of said agreement shall apply with the folIowing exceptions:
N/A
Signa~~L '
(Agency Representative)
Date
4/14/99
Title General Manager
TO THE BOARD OF COUNTY COMMISSIONERS:
Date:
I have examined the above request and make the folIowing reconunelldations:
COWlty Engineer/Director of Public Works
ACTION OF THE BOARD OF COUNTY COMMISSIONERS ON TmS
199_:
DAY OF
JEFFERSON COUNTY
BOARD OF COMMISSIONERS
Richard E. Wojt, Chainnan
Daniel Harpole, Member
SEAL:
Glen HWltingford, Member
ATTEST:
Lorna L. Delaney
Clerk of the Board
R..llOd 10/30197
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STATE OF W ASHlNGTON
COUNTY OF JEFFERSON
In the matter of: x
An Interlocal Agreement for x Agreement No. q B-7
Reimbursable Work x
THIS AGREEMENT~ made and entered into this ~ day of ~Wil1<~.\-. 199.:g" by and between
Jefferson County, Washington, a political subdivision of the State ofWas~reinafter reCerred to as the
"County"; and Port of Port Townsend, hereinafter referred to as the "Agency". The duration of this Agreement
shall commence on the date first written above and terminate on July 1,2003.
WITNESSETH: It Is Hereby Covenanted and Agreed to as Follows:
1. For each project to be performed under thiscontrilct, t;le Agency will make written application on forms
supplied by the County. The County reserves the right to deny or approve each application ofthe Agency
on an individual basis. No work shaH be performed without specific reference to this agreement.
2. The County [hall provide the necessary engineering, administrative, and clerical serviees necessary Cor '_he
execution of the project or work of the Agency, and in providing such services, the County Engineer may
exercise all the powers and perform all the duties vested by law in the Agency.
3. The Agency hereby agrees to reimburse the County for the costs of the work performed by the Public Works
Department, based on the actual cost of labor, equipment rental and other materials used in the eonstruction
or maintenance work involved, plus all costs for fringe benefits to labor, including, but not limited to, Social
Security, retirement, industrial and medical aid cos!s, pror2ted sick leave, holidays and vacation time, and
group medical insurance. In addition thereto, fifteen (15%) per cent of the total costs shall be added for'
overhead costs for accounting and billing and administrative services; provided. that the C\Junty shall
submit to the Agency a certified statement of the costs and within thirty (30) days thereafter the Agency
shall pay to the County the amount of said statement.
4. It is understood and agreed between the parties hereto that the Agency will hold the County harmless Crom
all claims, losses, demands, actions, or cause of action oC any nature whatsoever by reason of the
phformance of this agreement by the County. The Agency Curther agrees to defend, at its own expense, the
County in the event that an)' action i~ brought ngain~t the County as n result of lIny acl of acth'ity ofthc
County or its agents or employees because of or in any way arising out of the work to be perfonned under
this contract.
5. It is understood and agreed between the parties hereto that the County will hold the Agency harmless Crom
all claims, losses, demands suits or actions arising from or on account oC any act, omission, neglect or
misconduct of any employee or representative of the County during the employees or representativetl
discharged of his or her official duties.
6. Jt is understood and agreed between the parties that this contract eannot be assigned, transferred or any
portion subcontracted hereunder by the County without the prior written consent of the Agency,
7. The County, in the performance of work under this contract, shall abide by the provisions ofRCW
36.77.020, .030 and ,040 and/or RCW 39,34 andW AC 136-32,
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IN WITNESS WHEREOF; the parties hereto have hereunto set their hands and' seals the day Wld year
first above written.
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Port of Port Townsend
Name of Agency ~
T.1 nyn W r'Sllhru","
Agency Representative
Executive Director
Title
Lorna L. Delaney
Clerk of the Board
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JEFFERSON COUNTY
BOARD OF COMMISSIO
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Approved as to form only this ':?l ~y of
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I<lara A. Fabry, P,E,
Public Works Director/County Eng er
Reviled 10130197
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Port of Port Townsend
1st Monthly Meeting Agenda
April 14, 1999
Port Townsend Yacht Club - 7:00 p.m.
I.
Call to Order
n. Appl'Oval of Agenda
m.
Consent Agenda
A. Approval of March 24, 1999 Minutes
B, Approval of Warrants #4235-4256 and #20060-20135
C. Operations Report '
D. Temporary Staff Assignments
E. Accounts Receivable Report/Bad Debt
1. Summary of Aged Accounts Receivable
2. Auction Proceedings Register
3. 1st Quarter Accounts Receivable Write-offs
IV.
Presentation by Sound Experience (s/v Adventuress)
V.
Public Comments (not related to Agenda)
Items lor Public Input and Possible Final Action e. , ~..ei< I
A. Revisions to "LOCAL" Lending Program: ~~
Resolution No. 297-99 and Resolution No. 298-99 .
B. Request for Reimbursable Work Application under the ~
County and Port's Inter-local Agreement 98-7 ^~
Introduction oCItems ~-, ,,~~
InConnatlon Items ~.x~
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VI.
VII.
VIll,
IX.
Comments
Port Staff
Citizens - Any Topic
Commissioners
x.
Next Meeting
April 28, 1999, at 7:00 p.m.
Tri-Area Community Center, Chimacum, WA
XI. Executive Session
XII. Adjournment
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JEFFERSON COUNTY
DEPARTMENT OF PUBLIC WORKS
P.O. Box 2070
1322 Washington St.
Port Townsend, WA 98368
(360) 385-9160
Frank Gifford, Public Works Director/County Engineer
AprilS, 1999
Mr. Mike Bergeson
P.O. Box 262
Quilcene, \\jA 98376
R~: Flood issues related to Linger Longer Road.
Dear Mr. Bergeson:
This letter is in response to your written correspondence dated March 17 1999, addressed to
Kenneth Cook of Public Works. .
As you are aware, Mr. Cook has discussed this issue with you at length on several occasions.
The existing culverts under Linger Longer Road adjacent to your property were designed as ditch
conveyance structures only. The tremendous flows that the immediate area now experiences are
directly related to the Big QuiIcene River.
Over time, conditions in the channel have evolved, reducing hydraulic capacity and causing
more frequent out-of-channel flood events, As much as 50% ofthe flow in an approximate 25
year storm now is out of the channel. These floodwaters typically pond on the north bank
upstream of~odgers street, eventually overtopping the road fill and flowing downstream to
Linger Longer Road, which is similarly overtopped.
To appropriately convey these flood flows a series of very large culverts would be necessary.
The vertical alignment of Linger Longer Road would need to be modifiedj i.e. the road would
have to be built up and over the levcl of the culv.erts. Should these culverts ever become even
partially plugged (keep in mind that during a flood, debris such as trash cans, automobile tir~s,
fire wood, tarps, etc. sometimes float downstream) a situation would exist for much greater flood
damages than at present, as waters would pond up to the higher Linger Longer Road elevatiori
before flowing downstrcam.
A further consideration is that there is very little drop in elevation downstream of Linger Longer
Road. Therefore, even if a series of large culverts were installed, flood waters may not recede as
rapidly as anticipated. While it is true that if a channel werb excavated through this area as
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mentioned in the letter drainage would be improved,lefferson eOliDtv has no authority tQ
perfonn such work on "rivate orooertv.
.'
S'everal viable long tenn solutions (including property acquisition, strongly advocated in your
March 17 correspondence) are described in concept in the Lower Big Quilcene River
ComprehensIve Flood Hazard Management Plan. A copy of this Plan was provided to you
recently by Ken Cook. As explained to you at that time, such solutions are expensive and very
time consuming to implement. However, more state and federal funds may become available in
the near fu~e to address flooding situations due to potf:lntial improvements to fish runs.
Maintenance personnel have assured me that the existing Linger Longer culverts are not plugged.
In reality, these culverts are simply not designed (are not of adequate size) to convey the flood
tlows of the Big Quilc'~01e River. While Jefferson County is celtainly obligated to properly
maintain culverts within right of way limits, the COUllty is not responsible for river channel
conditions t~at have caused frequent out-of-channel flood flow events.
To conclude; Public Works remains willing to discuss this issue and any potential actions tc
alleviate the flooding situation that you are experiencing. I can be reached at the number above,
or contact Ken Cook at 385-9380.
'9~/ 1J.1!
Frank Gifford
Public Works Director/County Engineer, Interim
Cc:
Bruce Laurie
Aubr~y Palmer
Mark! Lopeman
Dave Ward
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JEFFERSON COUNTY
DEPARTMENT OF PUBLIC WORKS
P.O. Box 2070
1322 Washington SI.
Port Townsend, WA 98368
(360) 385-9160
Frank Gifford. Public Works Director/County Enfjineer
May 3, 1999
Mr. Mike Bergeson
P.O. Box 262
Quilcene, W A 98376
Re: Flood issues related to Linger Longer Road.
Dear Mr. Berge~on:
This letter is in response to your written correspondence dated April 30 1999, addressed to both
Frank Gifford, Public Works Director/County Engineer Interim, and Kenneth Cook of Public
Works.
Jefferson County remains willing to discuss this issue and any potential actions to alleviate the
flooding situation that you are experiencing, per correspondence dated April S, 1999. To
facilitate communication, it may be most useful to meet on site. If you desire, a site visit for both
myself and Mr. Gifford will be scheduled. At your earliest convenience, I may be reached at
(360) 385-9380 regarding this matter.
Sincerely,
-rf~~
Kenneth Cook
Engineer II
Cc: Frank Gifford
Aubrey Palmer
Mark Lopeman
Dave Ward
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May 14, 1999
Mr. Mike Bergeson
P.O. Box Z62
Quilcene, WA 98376
Re: Linger Longer Road Site Meeting
Dear Mr. Bergeson:
JEFFERSON COUNTY
DEPARTMENT OF PUBLIC WORKS
P.O. Box 2070
1322 Washington 51.
Port Townsend. WA 98368
(360) 385-9160
Frank Gifford, Public Works Director/County Engineer
Per your request and our phone conversation, a site meeting has been schedule. The meeting will
take place on Friday, June 4, 1999 at 9:00am. at the pond site at Linger Longer Road. I hope
this meets with your approval.
Sincerely,
If you have any questions or concerns, please contact me at (360) 385-9380.
/I~ ,ed.-
Kenneth Cook
Engineer II
Cc: Frank Gifford
Dave Ward
Road File 301309
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JEFfERSON COUNTY
DEPARTMENT OF PUBLIC WORKS
P.O. Box 2070
1322 Washington 51.
Port Townsend, WA 98368
(360) 385-9160
Frank Gifford. Public Works Director/County Engineer
MEMORANDUM
Date:
June 3, 1999
To:
Frank Gifford, Public Works Director/County Engineer, interim.
Ken Cook t <!...-'
From:
Re:
Meeting with Mr. Mike Bergeson.
Attached is the latest information (since March 17 1999) relating to the Bf.rgeson
property on Linger Longer Road. As you are aware, this issue is much older; I have
discussed flood issues with Mr. Bergeson on numerouS occasions over the last several
years. Prior to my involvement, Mr. Bergeson has discussed his concerns with Dave
Ward, Mark Lopeman, Paul Walters and numerous others in the Road Maintenance
Division.
Mr. Bergeson appears to be very interested in having his property acquired due to
repeated flood damages.
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JUL 01 1999
I .JEFFF.r~S()N COUNTY
, PUR! '(' \\HKS DF.PT.
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JEFFERSON COUNTY
DEPARTMENT OF PUBLIC WORKS
P.O. Box 2070
1322 Washington St.
Port Townsend, WA 98368
(360) 385.9160
Frank Gifford. Public Works Director/County Engineer
August 13. 1999
Mr. Mike Bergeson
P.b. Box 262
Quilcene, W A 98376
Re: Culverts on Linger Longer Rd.. Co. Rd. No. 301309
Dear Mr. Bergeson:
TIlank you for stopping in the oftice and for meeting on sit.:. I apologize for not
responding to your letter to !'vir. Cook of this office sooner, as I mentioned to you during your
recent visit to the office.
Y~ur letter provided the County with two options, the first is "fix the problem". As Mr.
Gifford and I explained to you at our meeting on site, and as yoU and 1 discussed, enlarging the
culverts will not reduce the standing water because the problem, as you agreed, is downstream
from the culverts. Until the downstream condition changes the culverts will remain in standing
water regardless of the culvert size. Mr. Gifford and I also mentioned that the County does not
have authorization to perform work off of the road right of way at this time. If the County did
acquire authorization, it is highly unlikely that permits could be obtained to perform any work to
change the downstream cQnditions. This means that the downstream condition will not be
changed at this time to reduce the standing water at the culverts or on your property.
You stated in your letter that the other option is to "buy me out". As mentioned by Mr.
Gifford and myself, the County is willing to pursue grant funding for the purpose of acquiring
your property. However, there are no guarantees that grant funding will be secured because of
the various conditions and criteria of the grant programs. As mention to you, the process of
obtaining grant funding can be lengthy and take several years.
To summarize, the County has no plans at this time to replace the culverts or to do any
work off right of way (downstream). Continued maintenance will occur on the existing culverts.
The County will s~,~k grant funding for the purpose of acquiring your property, with no guarantee
that funding wilI be available.
Thank you tor your patience in this matter. If you have any questions, do not hesitate to
contract me.
,SincerelY, ./ .
~~
Engineering Services Manager, Interim
Xc: Frank Gifford
Aubrey Palmer
Ken Cook ./
301309, comes.
1000.0 Rocy"lod Papor
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Just a note to update you on the Shock drainage easement in Brinnon, project #MD I 322:
The project Will start Tues. 5/13, and should take three' days. The small fill and culvert near the"
bluff will be removed, more rootwads will be used for fill, and thd creek gravel wql.bC pushed out
ants> the rootwads. Finally, rip-rap from..ttle former Shada properlY in Quilcene will be placed on
toP to dissipate energy. Scott.Shock;The Brinnon property ownet, has beenilOtified, and will be on
//site one day at least. A WOFW Hydraulic permit is in place for this project, expiring July 31st.
On Friday 5/9 I went to have another look at the Shada property rock removal area. I met the
adjacent property owners Mr. Brown and Mr. Williams on site. They are both in favor of removing
the rock. Also, both feel that cutting a swale in the road will help with the flooding of Mr. Brown.
Mr. Williams does not feel that his flooding will be worsened by such a swale, since there is a small
rise in grade between the old Shada driveway approach and his property line.
Using a hand level, I checked some elevations between the centerline of the road, the ditch, and the
Shada field on the far side of the rock. I found that the swale should be a maximum of 1.5' deep to
match elevations. I would propose making the side slopes about 10%, so that the road will still be
passable by car in this location. I also verified that the ground is indeed slightly rising between the
WiIliams and Shada properties, so that the swale should not cause more flooding on Mr. Williams.
I noticed that in the last few storm events, a channel through the Grunge property has already cut a
swale through the road grade. Another possibility may be to enhance this swale, and slightly
regrade the ditch so that more water will drain this way. There is apparently a slight saddle between
this swale and the proposed location. See attached drawing.
There is approximately 625 cu. yd. of rock that may be recovered. There are substantial trees and
scrub brush growing in it that will have to be removed. I am planning to have this material stacked
adjacent to the rock removal and let Mr. Williams and Mr. Brown use it for firewood.
I checked with Scott Kilmer today regarding use on this road. He felt there would be no problem in
cutting the swale. In my opinion, the swale would make the property owners happy, may ease
flooding on Mr. Brown. and will only take about IS minutes oftirne for the equipment, which will
be on site anyway to remove the rock. Therefore, unless I hear otherwise from you, I will go ahead
with cutting the swale at the time the rock is removed from the former Shada site.
Please contact me with any questions or comments.
Sincerely,
. /<, II---
, ....
Ken
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April 15, 1997
KlaraIBruce
Regarding Mr. Brown's letters to the County, flooding on his property could be eased by
several simple and cost effective measures.
When I met with Mr. Brown on 4/7, it appeared that flood waters were being backed up
by the Fremont St. road fill. (See red line on attached drawing.) Further, on the other
side of Fremont, a rip-rap berm was placed by Mr. Shada to keep flood water from his
property, which now worsens flooding of Mr. Brown.
Since the County now owns the Shada property, and Fremont St. is no longer used in this
location (it is covered with mud, a,nd die pavement ends somewhere in this location) it
may be possible to create a slightly lower swale through the Fremont St. road fill into the
Shada property. The rock in the rip-rap berm could be recovered and used elsewhere.
Mr. Brown has offered to sell/donate a portion of his property to make possible a flood
management project. He would much prefer to do this than sell completely. Grant
applications have been prepared for this location (FCAAP was not funded, Letter-Of-
Intent out for property acquisition with State Hazard Mitigation Grant Program) Possibly
the above suggestions could be considered as a speedy, inexpensive way to ease flooding
for the Browns, a.'l well as Mr. Williams. Let me know what you think.
Sincerely,
Ken \l Q...;
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JEFFERSON COUNTY
DEPARTMENT OF PUBLIC WORKS
P.O. Box 2070
1322 Washington Sl.
Port Townsend, WA 98366
(360) 385-9160
Klara A. Fabry, Director/County Engineer
Fax Cover Sheet
DATE:
'3 ~~ /n
TO: ~(A~ " '00'^'^su..
COMPANY
Fax: 0c.o) 451- Z.c..1'i
Phone
FROM:
\(tll\. Ccak
Fax: (360) 385-9172
Phone:
RE:
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Total number of pages including cover sheet:_c j
We are transmitting from fax #I (360) 385-9172,
MESSAGE
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(R.C.W. 75.20.100)
(R.C.W. 7&.2>3.'03)
DEPARTMENT OF WII.DUFE
eoo C.pllcal Way North
Olympia. W..~nolon 08504
t204S) 753-58117
PLEASE PRINT OR TYPE
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STATE. ZIP
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DESCRIPTION OF WORK METHOD AND EQUIPMENT
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PROPOSEO'HARTING DATE
PROPOSED FINISHING DATE
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!!9l8IPA AOENCy,QATE 011 DETERMINATION
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a..ner.' Admin. Bldg.
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DATE:
NovemberlO, 1999
TO:
Terry Duff
Aubrey Palmer II~
FROM:
-
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JEFFERSON COUNTY
DEPARTMENT OF PUBLIC WORKS
P.O. Box 2070
1322 Washington St.
Port Townsend, WA 98368
(360) 385.9160
Frank Gifford, Public Works Director/County Engineer
MEMORANDUM
SUBJECT:
Linger Longer Road, County Road No. 301309, Status of culvert crossing M.P.
1.697.
An existing culvert near end of above referenced roadway is currently functioning in a submerged
condition. Is the culvert a County culvert crossing or private approach culvert to Canterberry
Business located southerly? Please review approach culvert records.
Also, the culvert location appears to be located within road right of way per vehicle mileage meter
distances ran from centerline intersect ofHWY 101, which was accomplished by Scoit Kilmer on
November 3, 1999, and are attached. The distance meter reading taken located the culvert crossing
to be milepost 1.697. Existing road length shown in current road log is 1.71 miles. Please verify
that there arc no equations in previous road plans that would indicate a different road length, as it
appears may be approximately 68.64 feet within County right of way.
Please review- existing recorded and unrecorded surveys for possible reference to location of this
culvert relative to existing roadway.
1
The concluding question posed is whether the culvert is County responsibility for cleaning or is it
adjacent owner responsibility? This question of culvert maintenance has been unresolved for
Maintenance personnel for a long period of time and would like to have above information for
determination.
Please contact me.
Cc: Mark Lopl.,mnn
Dove Wnl'd
Rd. File: Linger Longer Road, County Road No. 301309
XOl398
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JEFFERSON COUNTY
DEPARTMENT OF PUBLIC WORKS
P.O. Box 2070
1322 Washington St.
Port Townsend, WA 98368
(360) 385.9160
Frank Gifford, Public Works Director/County Engineer
MEMORANDUM
TO:
FROM:
DATE:
SUBJECT:
Aubrey Pal~~Operations Manager
Terry Duff...JJJ'
December 21,1999
Linger Longer Road - Culvert Crossing at MP 1.697
In response to your memo of November 10'h, I have researched all county records and could find
nothing confirming ownership of the culvert crossing at MP 1.697 on Linger Longer Road. I c1id
find some old unrecorded surveys I maps but they do not show the culvert, just the creek.
Additionally, I spoke with Ken Radon of the Port of Port Townsend and they do not have any
plans, surveys, etc. showing the culvert. Mr. Radon is willing to sit down with all interested
parties to help resolve this maintenance issue.
Please let me know if there is anything else I can do to help with this Issue.
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CONTRACT
JEFFERSON COUNTY, WASlllNGTON
nnSAGREEMENT,madeandenteredintotbis~-_daY of 0.< ".....1....." ,1993\'betweenthe
COUNTY OF JEFFERSON, acting through the Jefferson County Commissioners and the Director of Public Works
under and by virtue of Title 36, RCW, as amended and ()Ov,"" ~ - JQ. ...... "of
.p... ~ t.\.i' c.., f"'<AU~;........ "flereinafter called the Ccntractor.
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WITNESSETH:
That in consideration of the terms and conditions contained herein and attached and made a part of this agreemen., the
parties hereto covenant and agree as follows:
1. The Contractor agrees to furnish all labor and equipment and do certain work, to-wit: That The Contractor
herein will undertake and complete the foIlowing described work: _(I
'l{'OkhJ"'- l.'h 1~"'" '7<:'0 ~ ,'f'c,\._....... C\ \..~~"'...---- Lm...'~-tv R~ .
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fortlte total sum of 1l. "21:>,>,0';' ,'....,. -..'iI." o\\....VS _____ rV'-' ;) doIlars($
) in accordance with and as described in the attached plans and specifications an Yfe Standard Specifications of the
Washington Department of Transportation which are by this reference incorporated herein and made a part hereof.
The Contractor shall perform any alteration in or addition to the work provided in this contract and every part thereof.
The Contractor shall complete the described work as follows: (with a start date of O>e:., \ ~) q <;( and a
completion date of OLe:. I \ 1'\'\ ~ ) (with start and stop dates indicated for each phase of work) (within a
specified amount of time after the Notice to Proceed).
The Contractor shall prr)vide and be at the expense of all equipment, work and labor of any sort whatsoever
that may be required for the transfer of materials and for constructing and completing the work provided for in this
contract and every part thereof.
2. The County of Jeffcrson hereby promises and agrees with the Contractor to employ, and does employ the
Contractor to furnish the goods and equipment described and to furnish the same according to the attached
specifications and the terms and conditions herein contained, and hereby contracts to pay for the S3II1e according to
the attached specifications and the schedule of unit or itemized prices hereto attached, at the time an in the manner and
upon the condition provided for in this contract. The County further agrees' to employ the Contractor to perform ony
alterations in or additions to the work provided for in this contract that may be ordered and to pay for the same under
the tcrms of this contract and the attached specifications at the time and in the manner and upon the conditions
providcd for in this contract.
3. The Contractor for himself, and for his heirs, executor, administrators, successors, and assigns, does hereby
agree to the full performance of all the covenants herein contained upon the part of the Contractor.
4. Prior to commencing work, the Contractor shall obtain.at its own cost and expense the following insurance
from companies licensed in the State with a Best's rating of no less than A:Vn. The Contractor shall provide to the
County Risk Manager certificates of insurance with original endorsement9 affecting insurance required by this clause
prior to the commencement of work to be perfonned.
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The insuranre policies required shall provide that thirty (30) days prior to cancelIation, suspension, reduction
or material change in the policy, notice of same shall be given to the County Risk Manager by registered mail, return
receipt requested, for all of the following stated insurance policies.
If any of the insurance requirements are not complied with at the renewal date of the insurance policy,
payments to the Contractor shalI bl.' withheld untll all such reqllirements have been met, or at the option of the County,
the County may pay the renewal premium and withhold such payments from the moneys due The Contractor.
All notices shall name the Contractor and identify the agreement by contract number or some other fonn of
identification necessary to inform the County of the particular contract affected.
A, Workers Compensation and Employers Liability Insurance. The Contractor sholl procure and
maintain for the llfe of the contract, Workers Compensation Insurance, including Employers Liability
Coverage, in IIccordance with the laws of the State of Washington.
Reviled 8/10/98
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B. General Liability( 1) _ with a minimwn limit per occurrence of one million dollars ($1,000,000) and an
aggregate of not less than two million dollars ($2,000,000) for bodily injury, death and property damage
unless otherwise specified in the contract specifications. This insurance co'Verage shall contain no limitations
on the scope of the protection provided and indicate on the certificate of insurance the following coverage:
1. Broad Form Property Damage with no employee exclusion;
2. Personal Injury Liability, including extended bodily injury;
3. Broad Form Contractua1lCommercial Liability including completed opemtions (contractors only);
4. Premises - Operations Liability (M&C);
S. Independent Contractors and Subcontractors; and
6. Blanket Contractual Liability.
(I)Note: The County shall be rwned as an additional insured party under this policy.
C. Automobile (2) _ with a miniIIlum limit Jler occurrence of $1,000,000 for bodily injury, death lLld
property damage unless otherwise specified in the contract specifications. This insurance shall indicate on the
certificate of insurance the following coverage:
1. Owned automobiles;
2. Hired automobiles; and,
3. Non-owned automobiles.
(2) Note: The County shall be rwned as an additional insured party under this policy.
Any dcductibles or self-insured retention shall be declared to a':1d approved by the County prior to the
approval of the contract by the County. At the option of the County, the insurer sha1l reduce or eliminate deductibJes
or self-insured retention or The Contractor shall procure a bond guaranteeing payment of losses and related
investigations, claim administration and defense expenses.
The Contractor shall include all subcontractors as insured under its insurance policies or shall furnish separate
certificates and endorsements for each subcontractor. All insurance provisions for subcontractors shall be subject to
all of the requirements stated herein.
Failure of The Contractor to take out and/or maintain any required insurance shall not relie'Ve The Contractor
from any liability under the Agreement, nor shall the insurance requirements be constrUed to conflict with or
otherwise limit the obligations concerning indemnification.
It is agreed by the parties that insurers shall have no right of recovery or subrogation against the County
(including its employees and other agents and agencies), it being the intention of the parties thRt the insurance policies
so affected shlIll protect both parties and be primary coverage for any and all losses covered by the above described
insurance. It is further agreed by the partie~ that insurance companies issuing the policy or policies shall have no
recourse against the County (including its employees and other agents and agencies) for payment of any premiums or
for assessments under any form of policy. It is further agreed by the parties that any and all deductibles in the above
described insurance policies shall be assumed by and be at the sole risk of The Contractor.
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It is agreed by the parties that judgments for which the County may be liable. in excess of insured amounts
provided herein, or any portion thereof, may be withheld from payment due, or to become due, to The Contractor until
such time as The Contractor shall furnish additional security covering such judgment as may be determined by the
County.
The County reserves the right to request additional insurance on an individual basis, for extra hazardous
contracts and specific service agreements,
5. The Contractor I.hall comply with all Federal, State, and local laws and ordinances applicable to the work to
be done under this Agreement, This Agreement shall be interpreted and construed in accord with the laws of the State
of Washington and venue shall be in Jefferson County, WA.
2
Reviled 8110/98
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The Contractor shall indemnify and hold the County, and its officers, employees, and agents harmless from
and shall process and defend at its own expense, including all costs, attorney fees and expenses relating thereto, all
claims, demands, or suits at law or equity arising in whole or in part, directly or indirectly, from the Contractor's
negligence or breach of any of its obligations under this Agreement; provided that nothing herein shall require a
Contractor to indemnifY the County against and hold harmless the County from claims, demands or suits based solely
upon the conduct of the County, its officers, employees and agents, and; provided further that if the claims or suits are
caused by or result from the concurrent negJigenc~. ()f; (a) the Contractor's agents or employees; and, (b) the County,
its officers, employees and agents, this indemnity provision with respcct to claims or suits based upon such
negligence, andlcr the costs to the County of defending such claims and suits, etc., shalI be valid and enforceable only
to the exteni of the Contractor's negligence, or the negligence of the Contractor's agents or employees.
Claims against the County shall include, but not be iimited .to assertions that the use and transfer of any
software, book, document, report, film, tape, or sound reproduction of material of any kind, delivered hereunder,
constitutes an infringement of any copyright, patent, trademark, trade name, or otherwise results in an unfair trade
practice or an unlawful restraint of competition.
The Contractor specifically assumes potential liability for actions brought against the County by Contractor's
employees, including all other persons engaged in the performance of any work or service required of the Contractor
under this Agreement and, solely for the purpose of this indemnification and defense, the Contractor specifically
waives any immunity under the state industrial insurance law, Title 5 I R.C.W. The Contractor recognizes that this
waiver was specifically entered into pursuant to provisions ofR-C.W. 4.25.115 and was subject of mutual negotiation.
6. The Contractor's relation to the County shall be at all times as an independent Contractor, and nothing herein
contained shall be construed to create a relationship of employer-employee or master-servant, and any and all
employees of the Contractor or other persons engaged in the performance of any work or service required of the .
Contractor under this Agreement shall be considered employees of the Contractor only and any claims that may arise
on behalf of or against said employees shall be the sole obligation and responsibility of the Contractor.
7. The Contractor shall not sublet or assign any of the services covered by this contract without the express
wrillen consent of the County or its authorized representative. Assignment does not include printing or other
customary reimbursable expenses that may be provided in an agreement.
8. Nothing in the foregoing clause shall prevent the County, at its option, from additionally requesting that
TheContractor deliver to the County an executed bond as security for the faithful performance of this contract and for
payment of all obligations. of The Contractor.
9. The parties have agreed that in lieu of providing the Contract Bond, the County will withhold 50% of the
contract amount in accordance with RCW 39.08.010.
3
Reviled 8/10/98
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IN WITNESS WHEREOF, the Contractor has executed this instrument on the day and year first below written, and
the Board of County Commissioners has eaused this instrument to be executed by and in the name of said County of
Jefferson the day and year first above written.
Executed by. the Contractor () {.<:. \ 3,.
,199~
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Contractor I
By: ~O""i ~. ~e.P-v<a.S
'R(' le-1)@jJ l rz( Je:, j) f.
State of Washington, Co~ctor Registration Number
SEAL:
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ATTEST:
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Clerk of the Board G
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Foregoing Contract
Approved and Ratified
IJtA~Jl 1.:J..
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COUNTY OF JEFFERSON
BO F COMMISSIONERS
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Reviled 8/1 0/98
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JEFFERSON COUNTY BOARD OF COMMISSIONERS
Agenda Item Information/Description
I:RI Consent Agenda Item
o Regular Business (check one)
DEPARTMENT:
Public Works FOR WEEK OF: April 12, 1999
1. Description - a brief description of the agenda item: Please include project, road,
contract, grant, etc., number if one is available for the Commissioner Index.
Execution of Contract with Reeve9 Exr.avating & Land Clearing, Inc. for
removal of logjam upstream of Linger Longer Road
2. Issue ~ a short outline of the issue: Including policy issue falls within; strategy or
objective issue supports; key reference areas (law/policy/regulation).
Logjam would have caused damage to Linger Longer Bridge immediate
removal necessary.
3. Opportunity Analysis - What is the type of action the Board is being asked to take:
Discussion/decision - if decision - what IS the range of possible solutions considered by
the department in preparing its recommendation.
The Board is asked to approve and sign the three (3) originals of the
Contract where Indicated, and return two (2) of the signed originals to
Public Works (attn: Mark Lopeman) for further processing.
4, Specific Departmental Recommendation - Why was the action recommended and
what would be the impact of not tRking the action: What specific action is necessary by
the DOCC approval- adoption - deny - remand back to department.
The repair Is necessary to insure safety of Linger Longer Bridge
therefore the Department recommends approval of contract.
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CONTRACT REVIEW FORM
99-81-
CONTRACT WITH:
CONTRACT FOR:
Reeves Excavatine:
(Contractor/Consultant)
Removal ofloll jam on Bill Quilcene River
TERM:
Step 1:
COUNTY DEPARTMENT:
Public Works
For Mocelnformation Contact:
" Contact Phone II:
Mark Lo
X505
RETURN TO:
Mark Lopeman
Person in D aronent)
RETURN BY:
,.
AMOUNT: 200.00
Exempt from Bid Process
Consultant Selection Process
Cooperative Purchase
Competitive Sealed Bid
Small Works Roster
Vendor List Bid
RFP or RFQ
Other
Revenue:
, Expenditure:
Matching ~unds Required:
Sources(s) of Matching Funds
Review by:
Date Reviewed:
APPROVED FORM
Comments
Step 2:
REVIEW :BY P
l
Review by:
. _~. Dale Rdviewed:
~ . APPROVED AS TO FORM
Comments :
Step 3:
DEPARTMENT MAKES REVlSIONS
Have contractor sign appropriate number of originals.
Step 4:
Step 5:
SUBMIT TO PROSECUTING ATTORNEY FOR FINAL SIGN OFF
",
SUBMIT TO BOCC FOR APPROVAL
Submit originals and 7 copies of Contract, Review Form, and Agenda Bill to BOCC Office.'
Place "Sign Here" markers on all plar.es the soce nccda to sign.
MUST be In Boce Office by 5 p.m. WEDNUSDA Y for the following Monday's agenda.
(This form 10 stay with contract throughout Ihe contract revicw process.)
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JEFFERSON COUNTY
DEPARTMENT OF PUBLIC WORKS
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P.O. Box 2070
1322 Washington 51.
Port Townsend, WA 98368
(360) 385-9160
Klara A Fabry, PE., Public Work~ Director/County Engineer
Dec. 21, 1998
Reeves Excavating
P.O. Box 185
Quilcene, WA 98376
Re: Linger Longer Road, County Road No. 301309
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Dear Mr. Reeves:
This lener is to advise you the contract for the above referenced project is being processed for your firm at an estimated
price of 5200.00 for the following agreed work:
Remove Log jaln 250 feet up stream of Linger' Longer Road on Big Quilcene River.
This lener shall become a contract specification at the time of award.
It is the policy of the United States Department of Transportation and the Jefferson County Department of Public
Works that Disadvantaged Business Enterprises (DBE), as defmed in the specifIcations for this contract, shall have the
maximum opportunity to participate in the performance of contracts financed in whole or in part with federal funds.
Consequently, (except as specifically provided in the specifications for this contract) the requirements of 49 CFR 23
apply to this contract.
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As contractor, you are agreeing to ensure that DBE as defined in the specifications of this contract have the maximum
opportUnity to participate in the performance of this contract. In this regard, you are obliged to take' r.1I necessary and
reasonable steps in accordance with 49 CFR 23 to ensure DBEs are informed of this project and given equal
c')nslderation in awarding of work. You are legally bound not to discriminate on the basis of race, cOlor, national
origin, or sex in the performance of this contraet.
'It is necessary to ensure that measuremenis of work performed aruJ cost is documented correctly so that the contractor can
be fairly compensated for work that has been completed. Jefferson County will be reviewing BLUE BOOK RENTAL
RATES, and PREVAILING WAGE RA TI!S, mat your company submits. We have to comply with provlsion~ of Chapter
39.12, Ptevalling Wages on public works. This statute mandates that the prevailing rate of wage, as determined by the
Department of Labor and industries, be paid to workers performing under public works contracts,
It is necessary for Sole, Owner Contractors, Ptime Contractor and all Subcontractors to submit INTENT TO PAY
PREVAILING WAGES (form L1 700-29) to Department of Labor and Industries (DL&I) for approval of the wage rates
they pay, All Contractors must provide an approved white copy of form LI 700-29 on file with the Agency before lIIU!
payment Is made for theIr work. Jefferson County w\1l withhold ~ of amount due until receipt of State
documentation. The retainage will be placed in a County interest bearing account, and if the Contractor desires monies to
be 'placed in an account other than that of the County, please contact the Agency and other arrangements will be made.
To complete contrnct closure nnd release retalnage, the fiDJII AFFIDAVIT OF WAGES PAID must also be prepared by
the Prime Contractor, each Subcontractor and all subcontractor's agents, approved by the Department of Labor and
Industries, and forwarded for release of retained funds. Please submit all rorms for certification to Department of Labor
and lndu.~tries and return certified copies to Public Works for further processing.
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Certified payrolls are also required to be submined by the Contractor to the Agency for work on all projects. Please
submit the certified payrolls as soon as possible for processing.
lnsur= certification provided by the Contractor is necessary, as indicated in the ContraCt, naming Jefferson Couuty as
additional insured.
Following receipt of fmal "AFFIDAVIT OF WAGES PAID' and release certificates irom DL.&I and Departm~nt of
Revenue, retainage will be paid. However, we cannot release any funds retained until receiving the following:
1. Intent to Pay Prevailing Wages ($25.00 paid to DL&I) (Contractor submittai)
('The agency may not make lIII3! payment until approved Intent Is received)
2. Affidavit of Prevailing Wages Paid ($25.00 paid to DL&I) (Contractor submittal)
3. Certified Payroll (Contractor sllbmittal)
4. Release from Dept. of Labor and Industries (Contractor submittal)
5. Release from Dept. of Revenue (County submittal if over $20,000)
6. Final C<lDtract V oucber Certification (County and Contractor submittal)
Following receipt of certifications and releases from tt.e State that the wages shown are correct and the included fringe
benefits are acceptable, insurances paid, and excise taxes correct, Jefferson County will as expeditiously as possible pay
retainage. The award of this contract was made with the understanding that you will be subcontracting the following bid
items to the finna as indicated:
Suhcnnrr3ctor
None
BliU1CIDS
None
Subcontractor
Appro~ Amount
None
Bid
propos.1 Amount
None
Attached are three originals of the Contract documents. Please execu1C all three Contracts and Contract Bonds on the
forms provided. at the locations indicated. Also, submit all certificates of Insurance as detailed in the Specifications
and Contract Documents. Please return all three originals to this office for execution by the Board of County
Commissioners as soon as possIble. After the Commissioners execute the contract the County wiIl return your copy
of the fully executed documents. Also, immediately, please provide Jefferson County Department of Public Works with
the emergency phone numbers of those that wlll be working on the project.
The Contractor is hereby advised by signature of this Jetter he/she acknowledges the required submittals, documents, and
certificates are included as a part of the Contract,
If you have any questions, do not hesitate to, contact me.
Sincerely,
,]1~~ ~0Nt-
~:~t;tce Superintendent
cc: file pml M .nd"1 fiT., no .
Department or Labor & Industries Contncr Compllancec
Annch: 3 oriS. conlrac"
Rctalna80 Form
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. SMALL WORKS
PUBLIC WORKS CONTRACT
(52,500 or less)
--
STATEMENT OF INTENT TO
PAY PREY AlLING WAGES
&
AFFIDAVIT OF WAGES PAID
Thil form mast be typed or prlated la lale.
Lal"le. bold aambert matl:b lastractJODS oa back ofform.
No filiag fee required
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total do~ount of your contrllCl
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i NUDlbcr I - of Hourly
CtaMradeloccupatio. j Of Workas i worUd' eL asde I HoarIy Pay Frm,e Bcno:lIU
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1 bereby certifY t~U thc above iDComllllon I. correct end thal all
workers 1 employed on thl. Public Works Project were paid no
less than the Prevallla; Wille rate(s) as determlaed by the ladUSlrial
Statlstlclan of the Oeplll'llllent of Labor and Industries. I understand
that conll'llCtOrs who vlolllle Prevallla; Wille IIWS, l.e., lncorrect
. classltlc:adon Iscope ef work of work en, bnpropcr p.ymeat of
prevoJlJJIg wages, etC., .... subject to ftaes enellor debarment ond will
be required to pay IIIIY back wage. dUll to worken. RCW 39.12.0'0
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Contrtclor IUglslrsllon No.
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JEFFERSON COUNTY
DEPARTMENT OF PUBLIC WORKS
,FlY\(, eO;XTR\CI \,ot'('lIel{ .('ERIIFlCnH>:\
CONTRACTOR
Reeves Excavalin!! & Land Clearln!!. Inc
ADDRESS
P.O. Box 185
CITY Oulltene
STATE
WA
ZIP CODE
98376
DATE_4119/98
Federal Aid Project Number
Removal of 0 Jam 250ft un-stream of Lin@'er Lonp-er Road
DATE WORK COMPLETED:
12113/98
FINAL AMOUNT:
$200 00
CONTRACTORS CERTIFICATION
I, the undersigned, having Iirst been duly sworn, certify that the attached bill is proper charge for work perfonned and material
fumished to Jefferson County, State of Washington; that the same or any part thereof has not been paid; and that I am
authorized to sign for the claimant; that in connection with the work performed and to the best of my knowledge no loan,
gratuity or gift of money in any form whatsoever has been extended to any employee of Jefferson County nor have I rented or
purchased any equipment or materials from any employee of Jefferson County; I further certify that the attached Iinal estimate
is a true and correct statement showing all the monies due to me from Jefferson County under this contract; that 1 have
carefully examined said final estimate and understand the same and that I hereby release Jefferson County from any and all
claims of whatsoever nature which I may have, arising out of the perfonnance of said contract, which are not set fonh in said
estimate. /l '
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Subscribed and sworn to before me this 0 day of 19
X
Notary Public in and for the State of Washington,
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OF PUBLIC WORI<S CER'fIFICA TION
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Dale of Acceptance
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:es Manager
'CTlONS
County Engineer
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The Aft
fonvnrd
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yment.
antraetor, all subcontractors and all subcontractor's agents and
Contrae
rs Ccrtilicntion 1I111st be labcled indicating a claim attached,
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June 25, 1999
Reeves Excavating
P.O. Box 185
Quilcene, W A 98376
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JEFFERSON COUNTY
DEPARTMENT OF PUBLIC WORKS
P.O. Box 2070
1322 Washington 51.
Port Townsend, WA 98368
(360) 385-9160
Frank Gifford, Public Works Director/County Engineer
Re: Final Contract Voucher Certification for Removal oflogjam up-stream of Linger Longer
Rd. County Road No. 301309
Dear Mr. Reeves:
Enclosed is the FINAL CONTRACT VOUCHER CERTIFICATION finalizing the contract with
Rceves Excavating in regards to the above referenced project. It is required your signature be
notarized 011 the fonn.
Jefterson County has received trOll} Reeves Excavating the necessary "STATEMENT OF
INTENT TO PAY PREVAILING WAGES' and ".<\FFIDA VIT OF WAGES PAID" .
Jefferson County would like to insure proper payment for work perfonned but do have
documentation requirements. We apprec-late your assistance with this documentation. Please
sign the attached fonn with a notary and return at your earliest convenicnce as we would like to
process your payment.
If you have any questions, please contact me.
Sincerely,
~~~
Jackie Meister
Xo: road file 301309
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JEFFERSON COUNTY
DEPARTMENT OF PUBLIC WORKS
P.O. Box 2070
1322 Washington St.
Port Townsend, WA 98368
(360) 385-9160
Frank Gifford. Public Works Director/County Engineer
May 3,1999
Reeves Excavating
P.O. Box 185
Quilcene, W A 98376
Re: Final Contract Voucher Certification for Removal oflogjam up-stream of Linger Longer
Rd. County Road No. 301309
Dear Mr. Reeves:
Thank you for providing 'a Final Contract Voucher Certification with your signature. However,
it is required your signature be notarized to finalize the contract with Reeves Excavating in
regards to the above referenced project.
Enclosed is another FINAL CONTRACT VOUCHER CERTIFICATION for your convenience.
Please have your signature notarized. The Public Works Department has a notary available and
you are welcome to make an appointment if that would be of help to you. Please contact me at
360-385-9387 and I will be happy to help coordinate an appointment.
We will process your payment as soon as we receive the notarized Final Contract Voucher
Certification. Thank you for your assistance.
Sincerely,
/~~~
Jackie Meister
Xo: Linger Longer Rond 301309
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JEFFERSON COUNTY
DEPARTMENT OF PUBLJC WORKS
P.O. Box 2070
1322 Washington 51.
Port Townsend, WA 98368
(360) 385.9160
Frank Gifford, Public Works Director/County Engineer
August 12, 1999
Reeves Excavating
P.O. Box 185
Quilcene, WA 98376
Re: Final Contract Voucher Certification for Removal of log jam up-stream of Linger Longer
Rd. County Road No. 301309
Dear Mr. Reeves:
Attached for your signature is the FINAL CONTRACT VOUCHER CERTIFICATION
finalizing the contract with Reeves Excavating in regards to the above referenced projects. It is
required this fonn be signed by you with Notary Public. The Public Works Department has a
notary available and you are welcome to make an appointment. As offered, previously you can
contact me at (360) 385-9387 and I will be happy to help coordinate an appointment.
Jefferson County would like to insure proper payment for work performed but do have
documentation requirements, We appreciate your assistance with this documentation. Please
sign the attached fonn with a notary and return at your earliest convenience as we would like to
process your payment.
If you have any questions, please contact me.
~~
Jackie Meister
Xo: road file 301309
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Qt'"e.vn excavuting & Land CiE'ming inc.
294955 Hwy 101
P,Q. Box 185
Quilcene, WA 98376
BILL TO
Jefferson County Dept. of Public Works
P.O. Box 2070
Port Townsend, Wa 98368
DESCRIPTION
Remove Log Jam 250 feet up stream of Linger
Longer Road
Sales Tax
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Invoice
DATE INVOICE #
4/17/99 11215
'Linger Longer Road
Quilcene, WA
P,O.NO,
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TERMS
PROJECT
RATE
AMOUNT
200.00
200.00
7.90%
0.00
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$200,00
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DATE: September 15,1999
TO: Cathy Taylor, Accounting
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JEFFERSON COUNTY
DEPARTMENT OF PUBLIC WORKS
P.O. Box 2070
1322 Washington St.
Port Townsend. WA 98368
(360) 385-9160
Frank Gilford. Public Works Director/County Engineer
MEMORANDUM
FROM: Jackie Meister for Aubrey Palmer
SUBJECT: Payment of invoice for Removal of logjam up-stream of Linger Longer Rd.
County Road No. 301309
Attached for your review, reference, files, and processing is Payment Invoice for services
rendered by the following:
Contractor
or vendor
Reeves Excavating & Land Ciearing, In.
Amount
~
Invoice
:tiw:PberlDate
Bars Code
$200.00
11215 (4/18/99)
542.76.48
Rd. #301309
If you have any questions, please do not hesitate to contact me.
Xo: Rd File 301309
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JEFFERSON COUNTY
DEPARTMENT OF PUBLIC WORKS
FL'-~1. '(' 0:\ I'I~ \(, I - \Ol nlld~ CJ. (UIIl<' \ 110.\
CONTRACTOR
Reeves E:n:avatinP.' & Land Clearing. IDe
ADDRESS
P.O. Box 185
CITY Oullcene
STATE
WA
ZIP CODE
98376
DATE _4/19198
Job Description (Title):
Co. Project Number
Federal Aid Project Number
DATE WORK COMPLETED:
12/13/98
FINAL AMOUNT:
$200 00
CONTRACTORS CERTIFICATION
I, the undersigned, having first been duly sworn, certify that the attached bill is proper charge for work performed and material
furnished to Jefferson County, State of Washington; that the same or any part thereof has not been paid; and that I am
authorized to sign for the claimant; that in connection with the work performed and to the best of my knowledge no loan,
gratuity or gift of money in any form whatsoever has been extended to any employee of Jefferson County nor have I rented or
purchased any e~81~terials from any employee of Jefferson County; I further certify that the attached fma1 estimate
is a true ~~-:~!jl!~t'\~oWing all the monies due to me from Jeffe"on County under this contract; that I have
carefully ep' g'&li'iI~l. ~ate and understand the same und that I hereby release Jefferson County from any and ull
claims of jlha!.,* ~[~I!,ch'~ may huve, arising out of the performance of said contract, which are not set forth in said
estimate. ~ i 8 fll' 1:, ~ ~ //
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- ~ ~.~ Notary Publi~~n a,d for the State of Washington,
residing at~ ,~ U/t
JEFFERSON C TY DEPARTME:-IT OF PUBLIC WO S CERTIFICATION
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This Final Contract Voucher Certification is to be prepared by the Project Munager and forwarded to the Engineering
Services ManaRer and County EnRlneer for acceptance and payment.
111e Affidavit of Wages Paid must be prepared by the prime contraclor, all subcontractors and all subcontractor's agents and
forwarded with the Final Contract Voucher Certification.
Contractor Claims, if any, must be includcd and the Contractors Certification must be labeled indicating a claim attached.
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JEFFERSON COUNTY DEPARTMENT OF PUBLIC WORKS
TRAFFIC SIGNING PLAN
ROAD NAME:
FISH HATCHERY ROAD
302009
ROAD NUMBER:
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FISH HATCHERY RD --. BIG QUIL RIVER
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SIGN DESCRIPTION
SEQ.# POS.# M.P DESCRIPTION SIZE MUTCD # COLOR SIDE DIR.
01 1 0:t)1'0"'" SPEED LIMIT 25 24"X30" R2-1 81W RT EAST
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comfJ?6reo 7 '-<!)?---'19
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PREPARED:
DATE: 711/99
'I" SIGNED: ~~
APPROVED:
DATE: 7/1/99 /J
SIGNED: .LJ.A..n.#- t<;~
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FEE1
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MAP DA1E: Mach lB. 1999
CONTOUR INTERVAL'
NAD 27 ," 40 Feet
LECEND'. See In '
DISCL~IMER' slructlons
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Received:
Comments Due:
Decisi.on Due:
State of Washington
Dept of Natural Resources Pre-class: CLASS 111-30
REVIEW ACTIVITY PACKET
(Subject to change based on reclass or new info)
02/25/~999
03/10/~999
03/27/1999
Risk Assessment Issue:
Risk Assessment Issue:
Risk Assessment Issue:
Risk Assessment Issue:
Risk Assessment Issue:
Timber harv w/in or across type 1-3 stream or RMZ
Road canst within 25 feet of type 4 or 5 water
Timber harv within 25 feet of type 4-5 water
Watershed Analysis prescriptions for WAU
Habitat conservation plan or other formal agreemt
Legal: PTSOF of Section 15;
Legal: PTS of Section 16;
Legal: PTSOF of Section 21;
Legal: PTS of Section 22;
Legal: P'I'SOF of Sect ion 2 B ;
County: JEFFERSON
Region: OLYMPIC
operator: ROBERT J BLECK
DEPT OF NATURAL RESOURCES
P.O. Box 47000
T27R02'W
T27R02W
T27R02W
T27R02W
T27R02W
W.M.
W.M.
W.M.
W.M.
W.M.
Assigned to: ROSS GOODWIN
Phone: (360) 374 - 6131
OLYMPIC REGION
Tenants in common
Landowner: ROBERT J BLECK
DEPT OF NATURAL RESOURCES
P.O. BOX 47000
Phone: (360) 374-6~3~
OLYNPIC REGION
Tenants in common
Timber Owner: ROBERT J BLECK
DEPT OF NATURAL RESOURCES
P.O. Box 47000
Phone: (360) 3 74 -6~31
OLYMPIC REGION
Tenants in common
Ttax#: 800888888
---------------~---------------------------------------
1
This application is I FOR REVIEW ONLY - THIS IS NOT AN APPROVED APPLICATION I
-------------------------------------------------------
TRAXS Flag:
TRAXS Flag:
TRAXS Flag:
Water intake reported on FPA
Forest Practice within 500 feet of a park
DFW Endangered/Threatened Animal
1Iil( III iiiC:--
UO MAR 2 2 1'-.
JEFFERSON cou"NF
?::PMIT CENTr,p
. .~_""l.'. .0'
Within city limits?
Harvest within 500 ft of park?
Harvest within park?
NO
NO
NO
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From:
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To:
Subject:
Atib.
6/1/99 11 :30 A.M.
I
Dave Ward
Tuesday, June 01,199912:25 PM
Aubrey Palmer
East Quil
I just metwilh Eva Conn 1130 E.Quilcene Rd. it looks to me like most of the damage to her home is from ground water
and condensation. I don't think water from the road and or ditch contributed. The road does have a crown in it, but any
water off the road looks like it would run down there drive way not into there house.
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JEFFERSON COUNTY
DEPARTMENT OF PUBLIC WORKS
P.O. Box 2070
1322 Washington 51.
Port Townsend, WA 98368
(360) 385-9160
Frank Gifford. Public Works Director/County Engineer
MEMORANDUM
TO:
FROM:
DATE:
SUBJECT:
Scoll Kilme~ ~
Terry DuffiVIilI Butterfield
September 23,1999
E. Quilcene Road
Mr. & Mrs. Conn, owners of Tax 6, parcel #701184006, visited the office with regards to a
potential haz.>.rd at their road approach offE. Quilcelle Road. Their neighbors, MillerlKuehl
apparentiy have some bushes (not sure if ornamental or not) which are apparently blocking the
Coons' sight distance from their driveway. Mr. & Mrs. Conn stated that they cannot pull out of
their driveway without first having to get out and check to see if the way is clear. Traffic
apparently comes around the comer fairly fast and they are afraid that it is just a matter of time
before there is an accident.
We have checked the right of way in this area and have concluded that it is usage on the west side
of the road (adjacent to the Conns and MiJlerlKuehl) and 30 feet on the east side. The road was
originally established in 1910 with a 30 foot right of way. The MilIerlKuehl deed does not accept
out any right of way width.
We are requesting you do a site visit and determine if there is a sight distance problem, and any
potential solutions, at this location due to the vegetation. I have attached an assessor's parcel map
for your reference.
Please let US know what you find out.
Thanks.
100% Recycled Paper
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. '1\1 Tille InsurflnCe Services
F1U:O FO" REcono AT IIE-OUE51 or
J HFFlmSUN '1' I 'l'l~E COHP^N\", I N<':.
1{-J2241/I~UJJJ&-SM
WHEN RECOFlDED RE1URN TO
NlImll.._,'r()pJ:)...,~,.._folI1,.LBR. and VIV!J\NN KUlml.
Addrcss 1110 I::' Quil Ht:.
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THE GRANTOH. DEHENICE E. M^H'l'lN, ns lwr nCp.:lf.:tLe c~Lilte
rQundiJ1l.'Orudo1eralionor 'f'ULLf'ILLHEN'!' OF' REi'J...l::S'l'^'l'E COH'l'RM:'1'
inhanclllo"lio1,CQJ1\'oYllnl1llwllrr(l/lllllo '1'I..,un L. H.lLLl::H .:'111<.1 VIVlidH~ KUEIIL., husbi.IIlU anti wire
,Slntcor ,V""hini:lton:
the loHQwl.11; d~cribco1 real t'!Ill1.~. IILuat!,d in the COllnly (lr JEFF~:HS(JU
srm BXIlIDI'l' "An ^'l"l'^CIIEU lIEHE'l'O ^NtJ /'1^IJI': ^ 1'^1l'1' IIEHI';Or.':
'rh!1I dClId I. ,Ivt'n In rulnllmcnt (If Ihot tN'nill '('Ill ('111111.. ('nAlrnel IwllYr,," llli' pmOI'" 11,.,1.ln. flnll'd October
18 th, ,10 B B . JU\fl roolllllonf'll for thl1-l'nJ\"'I'~I\I\('I' or tlu' ohn...... r1I''Icrihrll "ruJl"rty, ftnd Iho ('ov....ftnlll of wnHnnt:v
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ncnll:~"llIlo '9nlctl 'rill' wnllltllid IInlhlll IIn1" on
Unll'll ' ,Octobor 18, ~..
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DBRBNICB B. MftHTIN
H'r^,n~ OF WA~',I~'NO'l'Or
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E:i:hibit "A" continued
~f ~Qid tid~lQnd~ ~~ ~ny b~
~onvcycd by ~hc State ~f
t~rough dCQ~ i=~~cd JulY 31.
EXCEPTING. however, such portidnc
included in a tract of oyster land
Unshignton, to Archie E. 0rQharn,
1908. under APplication 110. lON::;
The por~ion of 5~id tidelands ~bo~c ~c~~ribcd bci~; e0=i~~a~~d on
the County A~~co~O~'s Plat nnd Dccc=iption Dool: a= Tidcl~nd T~~
rIo. "n" in !iaid' ::icction 18;
rilrccl D:
~n cacc~cnt for ingrcs~ ~nd cgrc~~ c~cr tho $outhcrly J~ !c~t of
the northco5tcrly ~20 feet of the follo~:in~ dc~~ribQ~ pr~~c~t7:
That po:,tion of Government Lotz ~ nnd 3, 5~ctioj:1 18, TO',::lnh:.p -'
North, Rangc 1 West, W.N., dOGcribc~ a~ !::lo~~:
ncginning at a point on the meander line of Quilc~n~ Uay which i~
the most Westerly (or Northwesterly) ~orncr of a tr~ct cf l~nc
sold to Sidney A. stevens and SV~ Dell stc~cn=, by dCQd recordeJ
in the office of the Auditor of Jeff~rc~n county. Wachington. in
Volume 66 of Oeed!:;, page 309, nnd runnin'd t:1"::h=a !:o::~h 5~ da1::cc~
Eoat, clo"~ tho Northc~ly bour.dnr.~ of onid StC'lC~O Tr~ct ~OO
foot, mora or leDD. to the Wcctorly lino of the county Rond;
thence florth 3D degrcon Wc~t, along zoid "~~lcrly lin~, 150 f~c~:
thence 50uth 5:! degraco UO!j,t, 1100 feet, :nore ,:,r lc:::C, to the
Govornment Meander Line;
thence olono paid meander line. nc~th 10 dc;r'!c~ 30' E~=':. t? t!:':
roint of Oo~inning. do~ionntcd nn Tn:: tl~, l~. in ~nid ~c=tio~ l~:
Gnid !Iorthcostorly 220 feet baing mc~n~lrcd ~lonu tll~ ~o\Jth~rl~
line of the above doscrib::d \".'X"~ct. an"l th';J lo'l,;.!';tcrl:.' ::':.nc cf caicJ
~:O foc~ baing parallol with the Easterly lino ?f tho nbovo
dQ~cribcd trnct.
~ituntc in tho County of Joltor~on. ~t~to of W~~hington.
End of logol deGcription
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SAVi. . :~:';f;- .
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s~'temolnts .':~:
Filed tor Record a~ Request of and
Wben Recorded HAil ~o and "ail Future Tax
Todd Miller and Viviann ~uehl
1110 E. ~11c.n. Road
Qu11cene. W&.hinoton 98376
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STATUTORY WARRANTY DEED
LN FULLFILLHEHT OF REAL ESTATE CONTRACT
T~e Grancor. JEAN A. T.ULHANEX. . ~arrie~ uom.n .. her
separate estate, as Grantor. do~s hereby warrant and convey ~o
~DO HILLER and VIVZANN -KUEHL. husband and wite a. co..uniey
o~operty. Grantees. in con.id~ration o~ the fulfill..nt of ~hat
cert.in Real E.tate Contra~t. described below. all tba~ CerC&1Q
r..l property located in Jefferson County. Scate of WaShington,
described .s follows:
The Northeasterly 220 tHet of tbe following described
p,,"operty:
Thee portion of Cov.rnment ~ot. 2 and J~ section 18. TO~l.bip 21
Noreh~ ~ano. 1 We.t~ w.".~ de.crib.d 4~ follo~s:
BeGINNING ae a poin~ op the meander line ot Quilcene Bay which i.
t.~. .ost Westerly (or Northwftsterly) corner of. tract of land
.014 to Sidney A. Steyen~ and Eva Dell Stevens by deed recorded
iD tbe offi<:e ot th. Auditor of Jetferson County. W,ashinot.on. in
Vol~e 65 of D..ds. Page J09. and runninQ thence Norch 52 deor...
J..t alonQ the Northerly boundar7 of ..id Steven. tract tOO teet.
aore or 1.... to tho Westarly line of the County Road: thence
Nortb 31 deore.. Voat .lono .aid WesterlY lin.. l!O t..~: th.nce
South 52 deQre8A West COO f..~~ mor. or 1.... to the Covernmsnt
..ander line; thence along ..id ...nder line Soueh to degre.. 30.
Sast to the point of bevinDino. d..ionated .. Tax Ho. 12. in ..~d
Section 18: ..1d North...terly 220 f..e bein9 ....ur.d alona tbe
sout~.rlY 11ne ot the .bo~. described tract. and ch. w..terly
line ot .aid 220 f.et. being parallel with the e..e.rlr line at
tbw above described t~.ct.
Situat.d in the County oe Jefferaon. State of H..hlnoton~
~bl. D.ed i. given in fulfill_Mnt of that certa1n ...1
E.t.to Contract beeve.n Donald R. Askev and J.an L~ A.kew.
husb~nd and wif., .s ..llo~., and Prank K. Duncan.and Barbara M.
Duncan. busbAnd and wif.. .. purcha.ers: which Contr.c~ va. dated
July 29~ 1975, and recorded under Auditor's rile Ho. 229776.
Offici.l Records ot J.ff.r.on County. ~a.hin;ton. ITax R.Cdipt
Ko. a.'631. A condition for conveyance of the above de.cribed
property is that the covenant. of waC'l:"aney herein contain.d. .hall.
not apply to any title inter..t or encumbr.nc.. ari.ing by,
through or under the purchaser in .aid Contract. and .ball not
apply to any tax.., ....sa..ne. or other charo.. levi.d. ......ed
or becoming due sub.equent co the date of .aid Contract.
rull/111m.nt Pe.d - 'ogo 1
l(IImOU cnUflTY EXCISE TM
A". II'. _~--
0.1< rll~lt!''15''^cL~60
Wy~&~
~UCUsr J, 1981
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STATE OF WASHINGTON
COllN'1'Y 01' EING
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1 cer~ity ~b&~ X know or have 5&cisfAceory evidence th.t
Jean A. Itu.l.banek signed this inscrwaent and ackno"1..49V.d',"'~:.:t:Q.:.b..
~:: i~::r:::n~~lunt.rJ' ace tor the uses and purpos.. i~7.k~dt.:.?_.
Daud 7/_ 'f 11'7 . \Z, ~-.: ......-:-.,.~~ J.~
Si90acure o~ ~~\~ ...-:'.0'.:;.....".
Notary Pub11c :::...-.--~....."' ......-
MY appoint.erac ](pires . ," .
rul1fl11.ant Dead - PIG. 2
AUClISr J. UU
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Width 30 :it.
Surveyed (date) 00 t. 1910
Field ~ote' R. of Roads Vol.2. PEL....
book 1.p~,18~,194.
- Pla.'!; Bk.No.3 'Pg.l]
Road Quilcene.East....gra.nted Map Pile No. 2. ."
Locatedfrc~' E9.st end of brid:;o i:1Lot 2rsec.l~rT27}1-R1W
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Length -! :.rile + 560 it.
petition Filed 00 t~l.9.l..Q-
Establi.hed J=.,. J.911
Improvements Rn~n. nr'~1"'\An See
Pape... Flle / /~!..-
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VVAIVER
IN THE MATTER OF THE 'ROAD PETITIONED FOR SY }
4. fl{../If)tfttt!:/. .... ana others Waiver
The llllaersignea, being the... ... .~~-:~..
. . of the following described
.. ,tL..'N.
t!()JrCu
.. bll the location and
land, do, in consideration of the benefits and advantages to aecrue te
~ .:16,
and others,
establishment of the County Road petitionea for by
hereby consent that said road be established as .urveyed, ana foreuer relinquish unto JEFFERSON COUNTY a
Right-of- Way ...3 O. feet in Vlidth, over across and thrOl'gh. .,;f'~,(>. "". cI rL ;v'. W ~
1. JI ~ 1J#.I%:,.. :/P.27 d~,1(LJ-V: M..kt;-a'/d cU.e( a1dCol.-tlc<.q
,,';v tlu fr;n.1'''~U'A44 ~f &vue! ~".J 1 ~ aww''':I 1- AJ-tu'c./ Mt:fcl.
-0 p , and waive all daim.. for aamage., of
whate~or kind which may be occasioned to .aid lana or any portion of the same, by the location, establishment and
opening of said Roaa, giving and granting unto. said Jefferson Counly the said Right-of- Way with filII power ana
authvrity to locate, lay Ollt and establish said road as proposed, and to perpetually maintain the same a. a COllllly
road.
In Witness WhereoJ..~
have herellnto set. <1"l<Vl hand,u this..." J ~1\.
19(J(J ~ 1{, /~(lt:e.-
....b~..crP'h-~.,:6~~
....i\........ .'I)-f: ;,_
day of
If.t.s
*Oluner or Lessee.
n...."IlOO a co., '1IIfUI, '"'' TO...... ...,.....
VVAIVER
lN TIlE MATTER OF THE ROAD PETITIONED FOR BY }
P' 0./ R~-h~' Waiver
... .,().. . t7 b. ({oIl:;PU~... . and others
The undersi.qned, being the..
.."..kP::~~~
. qfthe following described
~
land, do, in consideration of the bellefits ana advantages to aecrlle to. . ..... ... .llu.~w ...
eslablishmenl 0/ Ih; Counly Road petitioned for by.... ...:/..d....~li;tJ#L.
by IIle location and
.. and otllnrs,
hereby consent 11101 said' road be estabU.hed a.~ ...rveyed, and jorever relinqu/..h unlo .JEFFERSON COUNTY a
Rinht-oJ-Way ,...!1 tJ. -. . .../eel in width, over aeros.' and Ihro..gh . ,'/:.1.7, .4., Co. ,/", ~/(I.I',.Jt/ ":1-
It t:.-. /f, (~R:Z 7 ;V, /i'.lyY' 1':';).1; u.7, ("/ t1'lfdd~"""".4.'/.,."/ .." /4
(j;:l',;""./.".l'fl./A/ "'.Mq U~(1-v/-1d 4W>.'c'Y '1..ua..,'d .nrlA.d.
-qf~..,..Io..",hip, ~rmf1'/'... ~ ,and wa/ve all elaimR jor dmnageR of
whal~v~r kind whlel. mdy h~ oecasiolled to said land or anll porI/on o.'f Ihe Rame. "II the locali~n, ..tabU.I,ment and
opening of said Rood, piving and nranting unto said JI!fforsnn COllnty Ihe said Riglll-of- Woy wilh jull powtt alld
a~t1writll to locate, lall 0111 ond e.,'obUsll ..o/d rOlld aR propo..ed, and to perpotually moilllaln tho ..mnc OR a COllllly
rood.
In lVitnoRs Whoroof, .If) I
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day of-< '" .' . f
<Ownor or Le...ec.
have hertJllnto IRt . ~~rt' r. hnnd .1, tllil."... ~~~ ~~
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STATE OF WASHINGTON, } ~
_ ss.
Counlll of _.-J..<?-.:f.;:fl;.X~,~. -----.
In Ih. M{"er of the Pelilion of
----;!~-!::-t:!';~-;;;:;;;-- " "j
__.i2~--...Q~~.-.#~ Road.
Order of Establishment
(No Damages Claimed)
I" II.. mO"eT 0' II.. County /lood p.Uf-oned for 1>)1...... ...............1.....2t.....~l!t.t::~~:._.....-.--..... and other.
Ih. Board find as fo/lo.'"
Fi,,'. Thallhe pelilion th.r'lor ..as fil.d on th..._._.._.....=:~._..........__._....."":..."..__.._.._.._.....=:::...__:._.....___.:....._ day of
__--...f:2c:g:~.I!::..~.....--.._;:::::..-._-_..--.--...... 19t.y..., and Ihal.aid petition "'as .ign.d bll 01 lea" len
hou..holder. of the Counly. r..iding in the oicinilJl of the propo..d road.
S.eond. ThaI said pelilion ..as accompani.d bll a bond in Ihe sum of $300.00. ..hieh said bond ..as found 10
b. good and suffici.nl, and ..as duly approo.d by the Chairman of Ih. Board on Ih. ..... ............................................._.. doll of
........./12<:..7i...t..0c..:......_....
19l(!...
Third. ThaI on the ............~~..~=..... day .of .._.........({2~~____............ 19L~_. the Caunly Engineer .....
duly dir.cl.d 10 .xamin. and if n.cessory surv'lI Ihe roul. of said propo.ed road.
Fourlh.
ThaI on the ,........,;?:::'!....::............ dOli of ......~:l..~$:!..b::-_....__._. 191.51-, Ihe Counly Engin.er
fil.d in Ih. offic. of Ih. Board hi. reporl in ..riling, and 01 Ih. .am. lim. a map andlh. field nolu of said proposed road,
as prooid.d bllla...
~:flh. ThaI by an :rd.r dulll passtd by Ihis Board on' Ihe ......:...:.....:...............;...... day of ........-.....-....-...._._...._
./9_.. the ....=~~:..!.:~:.:~_.:_:. Jda: '~; I..'....~..:<...~.~..:..:..................................................................:.....: 19.........: ~~. '~~;. fa; ;~g the
..',l" . I, ~ /1 -j.(.., 'r' "1'., '.", ' I ~ ..
raport 01 the Engin.er, and the con.id.ralion Ih.reof, and Ihal nolice of Ih. lime and pl~ea ..hera laiJ hearing ..auld ba
, /' ' :.,:
Mid 1110' given a. prooid.,F.bJ1 10"',
Sixth. Thai .ald r.porl of Ih. Counly Engiaeer .1,0"'''
( 1.) ThaI in hi. opiaion .aid propos.d road i. 0 nec...ily and oughl 10 be ,"ablish.d and apen.d.
(2.) Tlr. lerminal point"~ g.n.ral course and/.nglh of II,. road.
(3.) Hi. r.comm.ndatioa Ihal said road be ..<tabli.h.d ...........7/:1:.:1,1......................... fe.' in lIIidlh.
(4.) A list of pcr..on' inlcresled in land. ao.r llllrielr .aid road pa...s wlr. consenled la/Ire .,'obti.hm.nl
of th. road and lIIaio.d a/l claim. /0 damag.s.
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(5-6.) ThaI no per,on. inler",leJ in land. Ihrough which the rood pa"e, refu,ed 10 coment to the ..Iab-
li.shmenl of the road and claimed damag...
(7.) A dcmiplion of each tract of land over which ,aid road pa..e., with the name and place of re,i-
dcnce of addrc$.! 0/ the owner$. lC$sec$. cla;mant$ of incumbrancers and the quantity of area of land laken ftom each
It'act.
(8.) Thai Ihe probable co,1 oJ the construelion of the road, including all nec..,arll bridge" culverb, and
all clearing, grubbing and grading, will be $ ...t3..ap..,...-:.......
(9.)
......H...~__......_.......................M... ...-...........
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............................... ...............m....._....._.......~......_........_.......-.......-....-
--........-........-.......................-.................................
-.......-.......-.......-................,..
..........-............-.......................-...........................-..............................................
.-.....................................----..............................................................,..........-...-
_._____........._..._....._........__.....__......_......__...........................~m..........
......_.................~...................._......_......._._...._........................_..u._............__..._
_.................~_..............-..-.~............_......................---..........-..-.-.........-.......................-......................-........-........--....---...............-.-..-.....-..-..-
.__....._.....__...................................u.............................._.........................._......_..................h_..._._._........_........._...__...___..--..-------
...._....____......_..___.._..__..._.__....___.._~..........h...........................................................................
--.....-.--..-.................-..--................................-..,.....--........................-....................................................................
.............. ..................-.................... ..............~............ ..................................
...........................-..............................'
.......................-.............................
.........................................,....................
.............................................................
......................,..........................................................................,..............
,..........,.......................................................................
.................................................................................,...........................................................................................................,.................,..................................................
.........................................................................~.......................................................................................................................................................,.........-........................
_M_...._........................-.....................................................................................................................................................................................................-....-
L
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......-..................................................................................".............."................................................................................................................................................
.............................,.........."..............,..............,.......,...............".................................................,..............................,...."..................................................
.........................................,....................,..............................................................."................................................,............................,.................................,.,...,..,..........
anel tI.. Bnard "avinll examined If.. rcporl nt'''. Enllineer, I"e map and Ihe peli,inn, "" w/'itten conscnl nnd wai,.er..
af damagc.., antI all alher papm on file In '''e proceed in II.', and "card a",/ cOn.lidered all 1C!llm"nll and docllmcntalll
."I</e"ce add"ced lor I"e e.t/a['/i,hmenl of Ihe road, and all per..on' inlere.lccl in lanth 10 IJC la~en I,avinll cmuenlcd 10
II,e e,'abll,hmenl of ,aid road ond havinll waiv"l 'heir claim' 10 damall'" '''ere/or, a"d I"e 800,,1 b';"/1 .alMed IIral
'''e oald road ",""Id I,e a/ p"I,l/c II/III/lI.
..~:.
,.1_..____.__,..____._
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It is Ordered by the Board, all membe" concufTing, !halthe road petilioned for by......................
_.........._...d.:..........1.i..........C.t2..t~._---_:.__.__...... and olhers be ..tablW,eJ, as follows:
..................._... ...............................................!.../.f...J...~f..:~=....J.,..J..8...?!'f...:..t..,.....J..(;l.~/.:...~:_.....
....................... ....................................................:!...f?...t...1.!!...........J..,I.3...~:?..J.~.:&.:...........I.l/i,....._.'f......................_....-
........_............................_............................................._...7....f.....~.~.~:....._...s....P...1.d.!J........=...............~~..:I...r.....,:...........................
...l2..../;;;aI.1,I:;.!g,lf'Il::~~!i.:al:...s.(~..........j..!.!,...:'.....~..~........::::......;.~.t;.,...tfu...W....l..~5.~...&.R.ftd
............................. ...........................................,......... ................................................
.........~.................
......................................................................................................................................
.........................-................".................-..................-........................................................................."....................
.................................................................................-.......................................................................................---
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............-..........................................................,...............................-......-...-........-.....................................................................-..-...........................................-..--
...............................................................................................................--.....
..............................................................................."..............,..........................-...............-,..-... ....................................................................................-.......-..............
...........-........-...............................................................................-..........................................................
.............-........-............................................................................................................................................
...........................................................................
................................ ........................... ................ ................ ................................................................. .............. ......... ........ ............. ............ ....,.... ............................. ....~.
.................................................................................................................................................................................".................................................................... ..........
.............................................................................................................................. ......."...,,,.......................................................,,.............................................................
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................................................................................................,............................ ..............".........................................................................................................."........
and as ,hown upon the map 0' the Engineer. and tl,at from hence'orlh .aid road ,hall be a Counly Road 0'
....L!t.:l.:r.:.t..l/.................. 'eel in width. and thaI the .ame be opened according 10 law; and Illat .aid road I. hereby
J . .t' . lj.....,di"aI
named and de,ignaled as the ..1.l.aM.:.Q.I?(l~~.~l\Road.
Done /hI, ............................................................... da)l 0' ............................. ......................... 19..........
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..cez~:... '. ;.Le.~"'K~:~::gp!( 1"":':_;]:-
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Doa 01 Coun/lI Cornmlul"n.".
AI/ell:
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I RECEIVED
SEP 09 1999
September 7, 1999
JEFFERSON COllNTY
PUBLIC WORKS DEPT.
Jefferson County Board of County Conunissioners &
Frank Gifford, Director I County Engineer, Intcrim
Jeffer.on County Public Works
PO Box 2070
Port Townsend, W A 98368
Dear Commissioners & Mr. Giiford:
nJe purpose of this letter is to request Jefferson County to consider including our parcel in their plans. to
acquire property to mitigate flood damages from the Little Quilcene River, adjacent to the Nylund property,
Quilcene, Washington.
We own a parcel located at the intersection of Mcinnes Road and East Quilcene Road in Quilcene
(Assessm's Parcel No. 701183008). This is a small house with 1.83 acres that has been in the Bailey family
for about 30 years. n,is property never flooded from the Little Quilcene River untit the neighbors were
allowed to dike the river along the East Quilcene Road to the south of our property, The dike has been
installed to the southeasterly and southwest of the Nyland property that is also on the south si!,!e of our
property across the East Quilcene Road. The dike diverts the Little Quilcene River across the East
Quilcene Road to a field across Mcinnes Road from our property. Then the river runs across Mcinnes
Road into our yard and around and under our house. 'Ole gravel from the edge of the road has washed
down our sidewalk leaving a 6" drop from the pavement. We have serious water damage to the floor JOIsts.
Pleasc refer to attached photos. .
Consequently, we need to install a septic system, which will now require a mound system. But with the
river now using our property at flood stage I don't see the benefit of installing a system ($ 20,00.00
preliminary estimate) to be washed away. We've had recent inquiries to purchase this property from
several buyers, but we're unable to consummate any sale or lease because of the flooding and subsequel]t
septic situation.
nlerefore, we need to request that the County please consider the acquisition of our property along with the
Nylund property, in your efforts to pennanently remove the risk of flooding. We look forward to leaming
what remedies the County is contemplating with the hopes that we can find a mutually acceptable solution
to the floodinll problems affecting these properties. Thank you in advance for your immediate attention to
this important matter.
(!:; d!i; B- 7:
Ray & Karen Bailey
45 I Ccmetary Road
Qullcene, W A 98376
(360) 765-3543
Sincerely,
Cc: Jefferson County Board of County Commissioncrs
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La Conner WA 98?57
om.. LouNon: (360)466-4345 exl. 256
111 Sherman 5/ Fax (360)466-0515
TOO (360)902-2207 JEFFERSON COUNTY
La Conner WA 98257 buchikdb@dfw.wi.gov
....... 0 PUBLIC WORKS DEPT.
TO: Ken Cook - Jeff. Co. Public Works, AfLlill1aiii:'Jef'f':"r6'. 'COh~chl/Uion District, Randy
Johnson _ WDFN, Dick Gersib . Wash. DOE, Chuck Lobdell - Ducks Unlimited
~TBUCHANAN
. JFE Biologis/
Habitat and Lands Services Pro(Jram
RECEIVED
OCT 07 1999
September 29, 1999
MEMORANDIJM
FROM:
Kurt Buchanan, WDFW Fish Biologist, Jobs for the Environrmint program
SUBJECT: _potentia~stu~estoration Droi~t, Donovan Cr~, Quilcene Bay, Jefferson
County, ashington
The enelosed pictures should give you a good idea of the potential for this project. The sketch is
a detail of the East Quilcene Bay Road site. The larger air photos are marked with this detail
section. Some of you are llware of the site, others are not. For those who have not been to the
site, access is easy. SR 101 along the west side of Hood Canal, go through the town of Quilcene
going north, turn off on Center Road, and within about 1/2 mile turn right on East Quilcene Bay
Road.
A lot of changes must have happened here over the years, most not the besi for the production of
fish a..,d wildlife. Donovan Creek and it tributaries near tide water have been straightened, but
still connect to Quilcene Bay through an open, not a tide-gated culvert. An extensive salt marsh
still exists on the north side of the road. Nice to find a place like this. Most such places no
longer have any salt marsh because of tide gates. The existing five foot conerete culvert is the'
main connection of salt water to the stream; a smaller 24 inch CMP at MP 0.2 (my numbering) is
too small and set too high to allow much saltwater entry. Both culverts allow some water to flush
back and forth. btJt because of their small size they essentially strangle the amount of tidal
exchange that could and probably should happen. Saltmarsh and estuaries, particularly the
myriad small twisting tidal channels, are very important for juvenile chinook and chum saJmlJn as
they first enter saltwater. They have extended rearing in estuaries, feeding on the rich food
sources.
The contrast seen on the photos between the saltwater side and "freshwater" side of the road
culverts is striking. Tidal channels are numerous on the one side, and are small, straighter, and in
places completely chopped off on the other side. Jakeway Creek, has been ditched straight to
Donovan Creek near the culvert crossing at East Quilcene Bay Road. Jakeway is moving a lot of
tine sedimc:nt, and because of this and the ditching, the sediment and old dredge spoil piles have
cut offa couple acres of marsh from most tidal influence. There is not enough flushing action to
either. distribute the creek sediment throughout a broad estuary area, or to suck it out further into
the bay. The sediment builds up into a shallow alluvial fan, which at some flows may limit fish
access, and also turns a portion of the saltmarsh into uplands.
I think there are good reasons to change the existing conditions at this site, and a relatively easy
way to do it. Please refer to the detail sketch. The 24" CMP at approximately MP 0.2 is way
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too small and set too high to receive much flushing flow. There must be a limited life expectancy
for a metal pipe exposed to saltwater. To allow more saIt flushing of this part of the estuary, and
the creation of more small twisting channels for fish, the CMP could be replaced by a six foot or
larger concrete box. Phone lines may be buried in the road fill, but I doubt any other utilities
would be in the way. Initially, some of the massed drift wood debris II\ll)' have to be femoved
from the outlet channel, or the water exchange may take care of that itself. The existing five foot
diameter concrete culvert at Donovan Creek is flat, and in relatively good condition. Rock has
been added to the bay side of this culvert on more than one occasion but seems OK ifa little
steep; the "freshwater" side is somewhat damaged and rock is missing. Structurally, this culvert
may be just fine for years. Fish and water flush through this culvert now, but the water flushing is
limited, except probably at flood events.
I am told that sometimes the Little Quilccne River jumps over East Quilcene Bay Road near
McGinnis Road, and exits through the concrete culvert and over the road. That may account for
the large scour hole seen on the bay side in the photos. Water sometimes overtops the road in
another place, between MP 0.3 and 0.4, and has created a deep scour trench on the bay side.
Near the bay end ofthis trench are old timbers which may have been part of a trestle or log
stringer bridge. The scour is nearly into the road shoulder and will need repairing sometime soon.
The land on the "freshwater" side of this scour trench is quite low, maybe even lower than that
along the creek at the concrete culvert. This low ground has at least two channels (see black and
white photo) which get some tidal flushing, but very limited. The alluvial fan of Jakeway Creek
and the old spoils mostly cut them off. Looking at this low ground and how it lines up on the bay
channels and how flood waters overtop the road here, it makes me wonder if this may be more the
natural crossing of Donovan Creek than where it is now. Maybe some old-timer knows the
history ofthis road and where things were. If topography shows that this is the lowest ground, it
may make more sense to make this the main entry for saltwater into the estuary rather than to
replace the existing concrete culvert.
I think most would agree that this little estuary, and the resulting fish production would benefit
from increased tidal flushing. For flood control purposes, I imagine new openings could get rid of
river flood water quicker if that is a concern this far down the system. To me it is not a question
of should we increase tidal flushing, but where should we put the openings and how big should
they be? Would the estuary and fish production be improved from multiple openings as opposed
to just replacing the concrete culvert with a bigger structure? I would guess that more and bigger
openings would fonn more small twisting channels which is what we should shoot for. There are
other questions. How would increased flushing affect waterfowl production? Would more
openings cause more, or less flooding on adjoining land and how would that affect the grazing
which now occurs? Would increased easement acreage be required and fences need to be moved
to preservc high water quality? Would increased openings lead to more or less road maintenance
calls and cost? How expensive would all this be anyway, and would the benefiis justifY the costs?
For fish production I would think the costs are justified, but then I am biased.
Please review this sketchy proposal and let me know what you think. Therc are grant programs
putting out money for fish, and herc you have summer chum, and chinook, both ESA listed
stocks. Projects which bcnefit them shCluld compete well.
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December 14, 1999
Ray and Karen Bailey
451 Cemetery Road
Quilce'le, W A 98376
Dear Mr. and Mrs. Bailey:
e. 4'v;1 .12:::1
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JEFFERSON COUNTY
DEPARTMENT OF PUBLIC WORKS
P.O. Box 2070
1322 washington 5t.
Port Townsend, WA 98368
(360) 385-9160
Frank Gifford, Public Works Director/County Engineer
This letter is in response to your written correspondence to the Jefferson County Board of
Commissioners and Frank Gifford, Public Works Director/County Engineer, Interim
dated September 7th, 1999. First and foremost, sincerest apologizes for the delay in
response. Per your request, Public Works will consider/include your property regarding
application for grant funds for acquisition. Some important distinctions relating to this
process are as follows.
Although the County will apply for funds and manage the acquisition process, the County
is not actually purchasing the property; rather purchase of the property would be financed
by grant funds. Time lines and eligibiHty requirements are therefore subject to the
funding source or grant program. Grant programs typically focus on either mitigation of
flood damages, or improvements to fisheries habitat. Therefore, the most competitive
grant applications will be for properties with well-documented damages in the past from
flood, and/or those properties whose acquisition will provide a clear and direct benefit for
fish habitat. <As your property is frequently flooded, yet does not front the river., it is
likely that flood damages would be the driver in your case.) The eventual amount offered
for acquisition of a property will depend on a professional appraisal and review appraisal
of the subject property,
The above referenced lettej' requests information regarding flood mitigation measures
currently under way by the County. As you may be aware from conversation with Will
Butterfield of Public Works, partial grant funding for the acquisition ofthe Nylund
property has been secured. Once adequate funding is in place and the appraisals are
complete, an offer will be made to the Nylunds. Eventually, if the Nylunds agree to sell
their property, the adjacent dike will be set-back. The owner of the other property
adjacent to the Nylunds on the south side of East Quilcene Road will also be approached
regarding acquisition. Should they accept and ifthis property is also acquired, this dike
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will also be set-back. Relocation of these dikes should dramatically improve flooding
conditions on East Quilcene Road and your property, as well as enhance fish habitat in
the lower Little Quilcene River.
In closing, Public Works is aware of the flood damages your property has suffered, and
will consider a grant-funded acquisition per your request. Your September 7th 1999 letter
and attaChed p: ,tos will be filed for eventual inclusion with a future grant application. If
you have questions or would like further information on this matter, please contact me at
(360) 385-9380.
Sincerely,
/1~~
Ken Cook
Engineer n, P.E.
Cc:
Dan Harpole, Chair
Glen Huntingford, Member
Richard Wojt, Member
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To:
Kurt Buchanan
From:
Randy Johnson
Date:
October 7, 1999
Subject:
Donovan Creek Tidal Flux: Restoration Project
Restoration of tidal flux: into the Donovan Creek Estuary is an essential element of restoring fish
and wildlife habitat in that estuary. Fun restoration of the estuary, however, would also require I)
allowing full wave energ'j (now blocked by the roadway) to access the estuary, and 2) a
regumption of unimpeded nearshore sediment transport (also blocked by the roadway) within the
estuary. Therefore, a true full-blown restoration of the Donovan Creek Estuary would likely
require that most the roadway pre~tly crossing the estuary, a distance of some 650 feet, be
replaced with a causeway. The scale of sueh a project on this small system is intimidating.
However, in this particular case large benefits to fish and wildlife can likely be achieved by a
modest tidal tIux: restoration project .., you have proposed.
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I agree with your conclusion that multiple large openings should be created ill the roadway to
restore tidal flux. My recommendations for size and location of these openings are indicated on
the attached 1996 photograph. These are: 1) replace the ex:isting 2-foot culvert on the western
tidal channel with a stmcture providing at least 8 feet of opening, and 2) provide a new 30+ foot
span at a location approx:imately 100 feet west of the existing Donovan Creek culvert. The 30
foot span should be constructed in a manner that would allow additional spans to be connected at
a later date. The prenence of the old spit located immediately east of the existing culvert
(described in Harriet Beale's 1990 masters thesis, Relative rise In sea-level during the late
holocene at six salt mar.yhes In the Puget Ba.~/n.. Washington) suggests that the most effective
location for a new crossing would be to the west.
Thank you for the opportunity to review and comment on your worthy concept for restoring
important fish and wildlife habitat at the Donovan Creek Estuary.
Co: Ken Cook, Al Latham, Caryn Woodhouse
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JEFFERSON COUNTY
DEPARTMENT OF PUBLIC WORKS
P.O. Box 2070
1322 Washington 5t.
Port Townsend, WA 98368
(360) 385-9160
Gary A. Rowe, P.c., Public Works Director/County Engineer
MEMORANDUM
DATE: January 6, 2000
TO: Terry Duff / Ja.:;kie Meister
FROM: Aubrey Palmer A~
SUBJECT: Public Disclosure Request
Attached find Public Disclosure Requestcegarding East Quilcene Road area. Please assemble
documentation as expeditiously as possible for this request. FolIowing are recommended research
areas, which may include requested information.
Question 7 -
Topographical mapping, Plat file, road plans, road file, "to be microfilmed file"
(Planning Dept.)
Road Plans, road file, "to be microfilmed file"
Road file, road plans, approach pennits file, (Planning, Building, Health Dept.)
Copy aerial photograph of area, Soil survey mapping, (Planning Dept.)
Surveys, plat file, (Planning, Building Dept., Health Dept.)
Any pertinent photographs from 1999 event, Road File, (Planning, Building, Health
Dept.)
Road file, "to be microfilmed file", any pertinent photographs from 1999 event
(Planning, Building, Health Dept.)
Road File, "to be microfilmed file",
,
1
Question 1 -
Question 2 -
Question 3 -
Question 4 -
Question 5 -
Question 6 -
Question 8 -
These are suggestions as to location of infonnation that is being requested, however it may not be
inclusive. Please use your knowledge for any other sources that may be available. Public Works
will also fotWard this request to other departments for their contribution of requested information.
If you have any questions please contact me.
Cc: Frank Gifford
Sarah Melancon
Road File, 327508, Eant Qullcene Road
Allach: Copy Karen Willie reller, Jan. 3, 2000
C'\old_c\mhc\1erry D.JllCkhl M,dOI:
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JEFFERSON COUNTY
. DEPARTMENT OF PUBLIC WORKS
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P.O. Box 2070
1322 Washington 51.
Port Townsend, WA 98368
(360) 38S-9t 60
Gary A. Rowe, P.E.. Public Works Director/County Engineer
January 5, 2000
Ms. Roxane Broadhead
Law Office of Karen A. WilIie
1325 Fourth Avenue Suite 1702
Seattle, WA 98101
Re: Request for County Road Documents
Dear Ms. Broadhead:
Jefferson County Public Works received your request dated January 3, 2000, regarding Public
Disclosure Information Act in reference to records pertaining to various requests related to
East Quilcene Road.
This letter is to advise you that additional time is needed to provide the information you.
requested. While this process may take up to a month, a response wiII be sent to you as soon
as possible.
Sincerely,
A~K~
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Gary A. Rowe, P.E.
Public Works Director/County Engineer
c: David Alvarez
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Karen A. Willie
ROXANE BROADHEAD
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January 3, 2000
Department of Pubic Works, Jefferson County
P.O. Box 2070
Port Townsend. WA 98368
Re: Public Disclosure Request
Dear SirlMadam:
Pursuant to the Public Disclosure Act, Chapter 42.17 RCW, we request to review records in
the possession of Jefferson County related to the area bounded by the red line on Exhibit A and
concern the following matters:
I. Surface and ground water flows and drainage in the area identified in Exhibit A, both
natural and artificial;
2. All data and infonnation related to East Quilcene Road, including ditches and
culverts, within the area identified in Exhibit A;
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3. Structures and facilities that convey surface: andgrouOll wat.:r in the area id.::ntificd
in Exhibit A, whether privately or publicly constructed, owned, operated, or maintained, including
all documents related to County permit and enforcement activities with respect to private structures
and facilities;
~. Vegetation conditions in the area identified in Exhibit A;
5. Surveys, plans, maps, diagrams, drawings, and other graphical depictions of any of
the area identified in Exhibit A, including structures located therein, whether privately or publicly
owned;
I J2 j FOllrlh A venue, Suite 170:1
Seal/Ie. W,.198101
Phone: (:106) 22.1-1060
Facsimile: (:106) :123-0168
E.Mall: rbroadllend@wil/ielaw.com
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January 3, 2000
Page - 2
6. Erosion, landsliding, and other earth movement in the area identified in Exhibit A,
both contempor3ry and historical;
7. All complaints, reports, and other information lodged with the County with respect
to (a) surface and ground water flows and drainage, (b) erosion, lands1iding, and other earth
movement, and (c) vegetation conditions in the area identified in Exhibit A; and
8. Enforcement and other actions by the County in regard to erosion, landsliding and
other earth movement in the area identified in Exhibit A.
Please call me at (206) 223-1060 if you have any questions about the scope of this request.
Thank you for your assistance.
Sincerely,
6<<>~ 7rr~
Roxane Broadhead
ce. Dale and Marei Myer
Ken and Carol Weinberg
RB:L:IShared\RBIDayIWeinburg PDA request.ltr
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fJE~TICIN'
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o ASSISTANT' Dill.
o ROAD l'A.!ll'ERV1 SDR
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JEFFERSQI/ =u-lTY
DEPAR'TloEHT" OF' PUBL.IC WORKS
FILE
_ ACTION REQUEST
=D BY- '#j;:! -Ai H-hx(j~ () d
DATE. ,q/3/9CJ
PHONE NO..
ALT. PH. NO..
NATl.AE' OF REQl.a:ST- ~' IN PERSa'I 0 BY PHONE 0 BY LETTER TN<EN BY- ~~~ :=
PERrAtHtNG "I1O-1i2f~""ICE 0 ENG/SlJR'VEY 0 ROAD MAINT. 0 EQUIP. _'NT. 0 SOL'{/ WASTE
REQlEST I"CR- QOJJ -
L.OCATIClN- ROAD _;;/,'/Y1C/,l"'~i ~ ROAD NUldBER,-::<J:2fJICf? M.P.
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JEFFERSON COUNTY
DEPARTMENT OF PUBLIC WORKS
P. O. Box 20'70
1322 Washington 51.
Port Townsend. WA 98368
(360) 365-9160
Frank Gifford. Public Works Director/County Engineer
July 6,1999
Biil Sallee
Polaris Engineering & Surveying
206 S. Lincoln, Suite 201
Port Angeles, W A 98362
Re' Lindsay Hiil Road
Dear Bill,
I am responding to your request for any information or map regarding a road established
in May 1938 in Section 32, Township 27 North, Range I West. I have found the minutes
from the Board of County Commissioners officialIy establishing a road (see attached) and
an umecorded survey (also attached) from 1951 of a portion of Lindsay Hill Road. This
survey has a hand written note which refers to some sort of right of way trade. I did not
run across the map of the road which is referred to in the minutes of 1938.
Please let me know if! can be of any further assistance.
Sincerely,
-3.i,t- LLJ -{j.1..+-6,
Terry Dud .....
Administrative Secretary
encl.
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JEFFERSON COUNTY
fi/-1C rrLtn tZ~. 1""1
TideJ.and Tax A (Loss South 5 Chains) Containing 24.J.2 Qha1nB, Sec. 13, Twp. 29
.....,;., . .
H, R. 2 W., W. M. M1nimUm price $36J..80.
Tax No. 16 (2.08 Acres), Sec. 24, Twp. 29 N., R. 2 W., W. M. M~ prioe $25.00.
Tax No. 14 (4.14 Acre~), Seo. ~, Twp. 29 N., R. 2 W'., W. M. Min1m\Ul1 price $45.00.
Lot 4 and that part of the sEt- o~ the sE~ west of State Highway, less Tax Nos. 1,
.
i
2, 3, 5, J.4 to J.9, inclusive, and 21, of Section 5Twp. 29 N., R. 1 W., W~ M., con-
taining 1.60 acres. Minimum price $50.00.
NW~ of NEl-, Sec. 33, Twp. .sO N., R. 2 W., W'. M. MinimUm price $200.00.
. .
SE~ of NWl (Less Tax 4) and wi NW-i- (E. 924 ~t. less Tax Nos. 2 and 3 and R. R.),
Bec>. 33, Twp. 30 N., R. 2 W., W. M. M1n1muJIt price $270.00.
Dated May 4, 1938. BOARD OF JEFFERSON COUNrY COMMISSIONERS.
Chairman.
S. Lockhart
Roy L. Nordby
(SEAL)
ATTEST:
Member.
H. E. Anderson
J. R. Cousens
Member.
CJ.erk of the Board.
RESOLUTION NO. 44
WHEREAS the United States War Department has made request for cert~in Jefferson
County lands for ~e~en8e purposes, and
WHEREAS the said land i8 of strategic importance to the United states War De-
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, (SEAL)
1 ATTEST:
! H. E. Anderson
1 Clerk of the Board "ll~
1 E On motion, duJ.y seconded, a strip of land, 40 'feet wide, beginning at the southeast
I orner 01' Lot "I, Glennan Improvement Company Aoreage, thence east 40 :l."e~t, thence north
, 1320 teet, more or les8, thence west 40 feet, thence south 1320 reet, more o~ less to
, he point or beginning, was set aside as a right-of-way for e. road.
j~
! ~:t... The folJ.oW1ng claims wereexaminod lIlld approved by the Board:
partment as a part 0:fJ their defense plans,
BE IT THEREFORE RESOLVED that we, the Board of County CoJlllll!ssioncI's, in compliance
With Chapter J.05, Sehio~":Le.ws~o~' ~935 do nereby set ~s:~e. ~ deed to the Un1 ted States
War Department the West i- 01' Lot 1 mv.l .tlle East i Lot l~Oy1S Addition to the City
01' Port Townsend) Section 33, ~wp. 3J. N, R ~ W, Wi1lamette Meridian.
Dated May 4th ~938 S. Lockhart Chair.man
Roy L. Nordby
Member
J. R. Cousens
Member
BOARD OF JEFFERSON' COUNTY COMMISSIONERS.
oummrfL' EXPENSE:
S. LocJ#:hart
Roy L. Nordby
COll1ll1il!lsioner
44.75
50.05
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55 .25
J. R. Cousens
On Motion, duly seoonded, the Board adjourned to meet on Monday, June 8, 1938, at 10
o'clock, A. M.
Chairman.
ATTEsT: . .
':kff~/rl'/~~/
Member.
Clark ot the Bonrd.
.____Member.
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ClCNTACTW:D REQl.ESTER 0 IN PERSON 0 BY PHONE 0 SY !.ETTER CX)NTAeTED IJY.
NE~TION'
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IIOIJ1'IE TO. INITIAl.
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REQUEST J'Qt- 1Y"()ffk.,,,,~e.-F[QcU-S
LOCATIClN- Rt::IAD NAI>E Ll ('C\ffi~ I-\) I \ ~d. ROAD NLMlER ".P.
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PREPiUIIC IEBTINATI: .1"aI.
ROUTIE TO. INITIAL
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RECEIVED
Lindsay Beach Improvement Association
3863 Lindsay Hill Road
Quilcene, W A 98376
November 17,1999
NOV 2 ~ 1999
JEFFERSON COUNTY
PUBLIC w~ .,"'':) DEPT.
Jefferson County Public Works
Road Department
P.O. Box 1200
Port Harilock, W A 98339
To Whom It May Concern:
First, let me express the appreciation of the members of the Lindsay Beach Improvement
Association for the quick attention you gave to the road when we had the extensive slide
at the top of the hill where the road becomes gravel last winter. We certainly hope we do
not experience that kind of road damage again this winter, and also hope the other end of
the road where you have placed the concrete barriers will remain stable.
Now that the nights have become long, rainy and foggy, it has become apparent there is a
need for more reflectors on the graveled portion of Lind say Hill down to the beach. At
the top of the hilI there are two reflectors placed in such a way that someone unfamiliar
with the road could possibly think the road passes through those reflectors, especially if it
is foggy as it has been lately. Could an additional reflector be placed between titosetwo?
Also further on down the hill it would be great if there were reflectors in a few other
narrow locations and perhaps on the switchbacks too.
As you are probably aware, many of the residents and owners of the property on Lindsay
Beach are elderly, and these reflectors would greatly enhance: their ability to see this
portion of the road when visibility is reduced by the weather, plus it would be a safety
factor for persons that are not familiar with the road. .
Thank you for consideration of this request.
~in erely
-;I;.
Juanita Fairley, se~rer
1-360-765-3040
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JEFFERSON COUNTY DEPARTMENT OF PUBLIC WORKS TRAFFIC SIGNING PLAN
ROAD NAME:
~d Spit Road
/-
Inshll 0(1. Lane Road Ah.ad
M.P. GAS
ROAD NUMBER:
_~_ InltaU 0,.. Lane Road Ahead
M.P, 0.54
SE .
01
01
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S G 0 SCRIPTION
DESCRIPTIO SIZ MUTCD II
0.450 One La.. Road AIle.. 30.~30.
0.540 OM Lane Road Ahead 30",,30"
o R
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BIY
COMMENTS:
For emergency project X01392
PREPARED:
DATE:
SIGNED:
7/29/99
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WORK COMPLETED:
DATE:
SIGNED:
,
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332809
SO
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APPROVED:
DATE: 7/29/99
SIGNED: .A-,,~ <;.tJ~
Pago 1
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NO REAL ESTATE ED
SALES TAX REQUIR
COUNTY TREASURER
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BY -
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4271.59
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Jefferson Co\IDty
Department of Public Works
1322 Washington :>treet
P.O. Box 2070
Port Townsend, W A. 98368
~~'(
!:2nstruction/Maintenance EASEMENT
IN TIlE MATTER OF JEFFERSON COUNTY ROAD PP-OJRCTX01W?, BRO."n gP1T ROAD REPAIR.
KNOW ALL THESE MEN BY THESE PRESENTS that the Grantors, Taylor United, Inc. with a business address
of 130 SE Lpch Road, Shelton, Washington 98584, for and in consideration of mutual benefits '0 accrue, do hereby
grant a perpetual easement in gross, unto Jefferson County, its agents or assigns, the non-exclusive right to enter
upon lands now owned by the grantors, for any and all purposes incidental to the constnlction and maintenance of
the above mentioned improvement, Broad Spit Road Repair, which lands are situat~ in Jefferson County, State of
Washington, described as follows:
Tax II & Tax 17, more particularly described in attached Exhibit A, adjoining the County right-of-way known
as Broad Spit Road, CR No. 332809, located in the NEI/4 of Section 20, Township 27, Range I West, Jefferson
County, Washington, W.M.
Assessors Parcel Number: 701201005 & 701201010; Affecting approximately 1.0 acres.
It is understood and agreed that the rights herein granted shall be at all times exercised in a manner which does not
unreasonably interfere with the use of the propeny by the grantors and customers.
jt is understood and agreed that Jefferson County agrees to indemnify and save the grantors hannless from all claims
and causes of action ohny nature whatsoever arising out of the exercise of the right herein 'granted.
It is understood and agreed that the delivery of this Construction/Maintenance Easement is hereby tendered mid that
the terms and obligations hereof shan not become binding upon Jefferson County unles~ and until accepted and
approved hereon in writing for Jefferson County, Department of Public Works by its Director or a duly authorized
representative.
Datedthis 1.~~dayof Sc.i\..-~
TAYLOR UNITED, INC.
By:Q-~
PAULE. TAYLO
Its: ~c.. VL~d
JEFFERSON COUNTY
Department of Public Works
Accepted and approved, Date: <ff...r ;"7 l'f'l'i
By: 0~1. J;. / t--.: I
Frank Gifford ( f
Public Works Director/County Engineer, Interim
STATE OF WASHINGTON )
)ss
COUNTY OF'JEFFIlRSON )
On this ~ day of Surt f!:Ml!lEA-1 999, bofor. me personally appeared PAUL E. TAYLOR to me known to be the
~ "'....,."..,.......! of the Taylor United Inc., the corporation that executed the foregoing instrument, and acknowledged that
snld Instrument 10 be the free and volunlary net and deed of said corporation for the uses and purposes therein mentioned, and on
onth, slnlOO that he was authorized to execute said Instrun..nt.
Notary Public In and for the at f Wnshtg~o;...
residlngat~ =--cs--
My Commission expir.s "1101 10'1.-
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SEP 2 7 1999"
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Exhibit A
Tax 11:
Assessor Parcei No. 701201005;
Government Lot 2, EXCEPT the South 600 Feet thereof, in Section 20, Township 27 North, Range I
West W.M.;
Also, that portion of thc E 1/2 of the SW 1/4 of thc NE 1/4 of Scction 20 Township 27 North, Rangc 1
West W.M., lying North and East of Broad Spit Road, said portion being more particularly described as
follows:
Beginning at a point 1002.48 feet North and 1247.31 feet East of the Southwest comer of the SW 114 of
the NE 114 of said Section 20, which is Station 21+67.9 on the survey of County Road Project #70
(Broad Spit Road);
Thence along the centerline of said road South 250 West a distance of 107.s feet;
Thence South 400 17' West a distance of 198.2 feet;
'Thence South 5048' East a distance of57.4 feet;
Thence South 32013' West a distance of 14\.9 feet;
Thence South 30003 ' West a distance of 70.2 feet;
Thence South 53002' East 3 distance of 109.1 feet;
Thencc South 8051' West a distance of 5\.0 feet;
Thence South 21035 ' West a distance of 62.9 feet;
Thence South 44011' West a distance of205.4 feet;
Thence South 81"20' East a distance of74.i feet;
Thence North 50012' East a distance of 46\.9 feet;
Thence North 77057' East a distance of 10 feet, more or less, to the East line of the said SW 114 of NE
1/4;
Thence Northerly along said East line a distance of523.58 feet;
Thence Westerly a distance of 72.7 feet, more or less, to the point of beginning, the tract so bounded
containing 3.7 acres, more or less;
Except County right of way of said Broad Spit Road.
:Ill3..JL
Assessor Parcel No. 701201010;
That portion of the Easl450 feel of the SW 1/4 of the NE 1/4 of Section 20, Township 27 North, Range 1 .
West W.M. lying South and Easterly of the County road known as Broad Spit Road;
All situate in the County of Jefferson, State of Washington.
Taylor con-main enmt-91699
2
5EP 2 7 \999'
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PRO.JECI' _ PAO.II:CT TITLE RAO.JECT NI.M8ER-
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DEPARTMENT OF PUBLIC WORKS
P.O. Box 2070
1322 Washington 51.
Port Townsend, WA 96366
(360) 365-9160
Frank Gifford, Public Works Director/County Engineer
JllIEMORANDVM
TO:
Sheme Sho\d
Jefferson co~Assessor's Office
Terry Ouff~
April 16,1999
Oabob Road
FROM:
DATE:
SUBJECT:
In response to your request for information on the establishment of Oabob Road in the SW\4
NW'I. Section 21, Township 28 North, Range 1 West, previolls research indicates the following:
Established in 1888 with no stated width
Would claim a 60 foot right of way based on the Act of January II, 1959, Section 7 which
states that if a road was established prior to statehood (1889) with no stated width, right of
way wi1\ be 60 feet.
Please contact me should you have any further questions.
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JEFFERSON COUNTY DEPARTMENT OF PUBLIC WORKS
TRAFFIC SIGNING PLAN
ROAD NAME:
DABoe ROAD
ROAD NUMBER:
348808
~LO"ESTARRO
RELOCATE W1-2R FROM
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MP 4.83 TO 4.81 ---:r
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DABOB RD _
CENT~ RD / -
SIGN DESCRIPTION
SEQ.II POS.II M.P DESCRIPTION SIZE MUTeD # COLOR SIDE DIR.
01 1 4.810 CURVE RIGHT 30" X 30" W1-2R eN RtGHT NIEAST
01 1 5.020 CURVE LEFT 30" X 30" W1-2L eN LEFT WEST
02 2 5.020 35 MPH 24" X 18" W13-1 eN LEFT WEST
--
COMMENTS:
PREPARED:
DATE:
APPROVED:
DATE: 7123199
SIGNED: _L'_101Q- ;/.~
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JEFFERSON COUNTY
DEPARTMENT OF PUBLIC WORKS
P.O. Box 2070
1322 Washington St.
Port Townsend, WA 98368
(360) 385.9160
Frank Gifford, Public Works Director/County Engineer
MEMORNADUM
TO:
FROM:
DATE:
SUBJECT:
Ken Cook .A lA_
Terry Duff ...::,}W'"
October 20,1999
Dabob Road
In response to your request for information on that portion of Dabob Road as it intersects with
Center Road in Section 17. Township 27 North, Range 1 West, I have found the following:
. Old Road Plan, CRP 399 _ shows right of way of Dabob Road to be 100', 50' on each side of
centerline.
. No vacation records of Dabob Road within this section.
Could not find map showing where old alignment of Dabob Road Is.
Dabob Road was originally established In 1888 with no established width. Since It was
established prior to statehood, the County would claim 60'.
I have not checked the records for right of way deeds from Norman Worthington who owns the
properly at Dabob and Center Roads.
Let me know If you need anything further.
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JEFFERSON COUNTY ASSESSOR PORT TOWNSEND WASHINGTON 9B3BB
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ROAD NAME:
SNOW CREEK RO
JEFFERSON COUNTY DEPARTMENT OF PUBLIC WORKS
TRAFFIC SIGNING PLAN
ROAD NUMBER:
352909
Forest Service Road
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INST. W16-103
~AT MP 5.880
,
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INST. !7-701 WITH ADV.
AT MP 5.880
SIGN DESCRIPTION
SEQ.# POS.# M.P . DESCRIPTION SIZE MUTCD # COLOR
01 1 5.880 PRIM. RD NO WARN. SIGNS 38"X 42" 17-701 BIW
02 2 5.880 NEXT 4 MILES 18"X 18" W13-401 BIW
03 1 5.880 . END OF COUNTY ROAD 18"X 24" W16.103 BIW
SIDE DIR.
L T WEST
L T WEST
RT EAST
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COMMENTS: REPLACE MISSING PRIMATIVE ROAD SIGN ON LORDS LAKE LOOP RD ON THE RIGHT
AT M.P. 3.450
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PREPARED:
DATE: 9/15/98
SIGNED: ~~
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DATE: 9/15/98
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JEFFERSON COUNTY
DEPARTMENT OF PUBLIC WORKS
P.O. Box 2070
1322 Washington 51-
Port Townsend. WA 98368
(360) 385-9160
Frank Gifford, Public Works Director/County Engineer
Joe Dersharn
Penl1allegon Associates Consulting Engineers, Inc.
750 Sixth Street South
Kirkland, WA 98033
Re: Coyle Road
Dear Mr, Dersharn:
In response to your request for information on Coyle Road within the NW Y. of Section
22, Township 26 North, Range I West, I have found the following:
. This section of Coyle Road was realigned in 1966 and the old alignment was never
vacated.
. This section is not on the County Road Log and, therefore, is not maintained by the
County.
. This road was established September 1889 with no petitioned width.
. The County claims 60 foot right of way.
I have enclosed the 1966 road plans for a portion of Coyle Road, known as County Road
No. 16 at that time, which show the location of the old alignment as well as the
realignment within the area of question.
l
Please contact me if you have any further questions or if! can be of further assistance.
Sincerely,
,-1) I . .
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Terry Duff
Administrative Secretary
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~-2e-1999 11, 34AM
FROM PENHALLEGON ASSOC. 425 827 5043
P.l
~
PENHALLEGON ASSOCIATES
CONSULTING ENGINEERS, INC
FAX COVER SHEET
To: Teny
From: Joe Dersham
Fax No.: 1-360-385-9172'
Date: 7-28-99
Subject: Old Co. Rd.
Job No.: 99601.10
Pages (including cover): <p
Hard Copy to Follow in Mail: _ Yes
(ph,I-360-385-9159)
x
No
Message: Terry, here are the map copies that we have showing the old road
location in the NW 1/4 of section 22, T.26N., R.IW., W.M. The site address is
393 Old Coyle Rd.
Thanks again for all of your help.
Joe Dersham - Ph. 1-425-827-2014 or 1-800-945-8408
CONFIDENTIALITY NOTICE: The material contained in thit fllX transmission is private and
confidential. and is intended onl)' for use by the individuals named on this sheet. uSe. disclosure,
copying. distribution or reliance upon the information contained in this fax by anyone other than the
individual, named is prohibited. If you have received thi, fax in error. plcs3C call (425) 827-2014 to
arrange for the return of'this material.
750 Sixth Street South, Kirkland, W A 98033
Phone: (425) 827-2014. Fax: (425) 827-5043
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Road
Located
Plat :3ook NO.l,Pg.5,5,...
Hazel Point ~:oa:i Map File No.
from UV:cor. of Sec.2 T~:';-R1W o.,~ beach Northerly
'ton H~q:.lf t"'lf' 'T'~""."\rl" 'R:1Y ~~ :::P-~ 4,T~7~.r_H~W, r!t')n.....~c1:ing
wi th Tar:1nO V3.11 ,,"1" Rn"l.:1
Length 15 :.file 5 7369 it. Width /;. ,,'-'.. .'"''/ I,: / A!:-:".f:.'?,t" ,,,,.3f?3
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Petition Filed Jul V 5, 19~9 Surveyed (date) Se-ot, l5E9
Established I~ov. 5. 1!::9.'"'74 PieldNotes Record VOl.l,Pg.172~~"'''
Improvements Ope"ed.~~ :1,:' 1'}ci,~2()'1,i1:266 ,;;;262.;;; 309.J1:333..t.l,31.
.;c.a;.i.it'I" T1'roo,.+ ~~r"~'(',. i"'''';!l~'::' ,n.":';l" ~-;I~ ':J;-:.~ Otl~," rlo:!'"'+h :z 3!~3
Lu:oor bills :.:ay :5.1J'JI :::: 352,'8:;,)~ . ;,'iq4,;,:.?il.'':;1~27
Papers File 4~
Record of Roads Vol.l,?g.393
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Affidavit of Publication (/63 j?C?
STATE OF WASHINGTON)
S5
COUNTY OF JEFFERSON)
SCOTT WILSON. i.Jeing swcm, says he is the publisher of thEl Port
Townsend Jeffgrson County leader, a weekly newspaper which has
been tfstablished. published in ihs English languag" and circulclted
continuously as a weekly newspaper in the town of Port Townsend in
said County and State, and for general circulation in said county for
more than six (6) months prior to the datI,) of the first publication of the
Notice hareto attached and that tha said pon Townsend Jefferson
County Leader was on the 27th day of June 1941 approved as a legal
newspaper by the Superior Court of said Jefferson County and that
annexed is a true copy 01 the
Coyle Road Construction
a. il appeered In the regular and anllrel.sue 0' .ald papBr it.alt not In
a supplement thereof for a period at --1.xxxOCX)Jlf)csdj.. weeks,
boglnnlngonlhe~d.yol July , 19~,
& ending on Ihe ..l.th.- day 01 .1111l' ' 199.9..,
and thai said newspaper wa. regularly dletributad to Its subscrlbe",
durlng all 0' thl. perlod, That the full amaunl 01 $ 9 00
has been paid In lull, at Ihe rata 01 $9,50 ($9,00 'or legal notice.
recQlved elect dls or column Inch for eRch In-
sertion.
Publisher
Subscribad and swam to belore mo Ihls..2!!L day 01 J u 1 V_
19-9-9
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ACTI ON REQUEST
IlEQUESTlED BY- '5:X:f?;f'YIf2:p~ (?~Il4.;nt DATE- ~11'i'lq9
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August 30, 1999
Jefferson County Public Works
1322 Washington St
Port Townsend, W A 98368
Re: Public Records Request
Dear Clerk:
LAW OFFICES
Skellenger Bender
DOl FIfTH AVENUE. sun E 3401
SEATILE. WASUlNOTON 98101.260S
(206) 623.6501
FAX (206) 4-11.1973
WILLIAM J, BENDER
wbenden@skellctl&erbendcr.rom
Enclosed please find a check in the amount of $2.00 to cover the cost of copying the scalable plat
map requested by this office.
Thank you for your cooperation.
Sincerely,
SKELLENGER BENDER, P.S,
'S~~ ~~CA-
Stephanie Correia
Legal Assistant to
William J. Bender
Enclosure
0732700]01 bh]00604
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f'RO.JECT - f'fIO.IECT TITLE
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JEFFERSON COUNTY
DEPARTMENT OF PUBLIC WORKS
p. 0, Box 2070
1322 Washington 51.
Port Townsend, WA 98368
(360) 385-9160
Frank Gifford. Pubiic Works Director/County Engineer
MEMORANDUM
DATE: November IS, 1999
TO: Mark Lopeman
FROM: Aubrey Palmer A#'
SUBJECT: Culvert video Thorndyke Road, County Road 418708 - M.P. 3.0 (artesian left)
Culvert video Thorndyke Road. County Road 418708 - M,P. 3.1 (x-ing slide area)
Culvert video Thorndyke Road. County Road 418708 - M,P, 7.0 (Moyer Fill)
Culvert video South Point Road, County Road No. 447608 - M,P. 1.2
Culvert video Center Road, County Road 931507 - M.P. 12.4
Attached are video's taken earlier this fall of culvert installations on above referenced roadways.
Please review for your information and return for filing. For your information four of the five
culverts reviewed require remedial action,
Please contact me.
Cc: Paul Wallers
Rd. File: Thorndyke Road, County Road 4\8708
Soulh Point Rand. County Rand No, 447608
Cenler Rond, County Rand 931 S07
C:\ah.t..c\miilc:\Ptlul WlIllers culvl:rt video IlJ9C).II-1 S,doc
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Date
9/13/99
Technician
CHAD
Up_~l!ea!"MH
INLET
EKPERl8.1NC.
Interceptor
CULVERTS
Diameter Pipe Material
24 CMP
_ [)ownstream MH ,Direction Plan Length Section
OUTLET WITH
III
Customer
JEFFERSON COUNTY
Inspector WeatherCleaned by
Comments
FOO~98 -~~-~L~~~ T~:~~~'-d:i.rilt :.
o
12
98
122 I
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232
240
250
280
303 .
314
342
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,START FROM INLET
YES . BAD MINERAL DEPOSIT AT JOINT - BEND
: YES -lBAD MINERAL DEPOSIT AT JOINT
I VESIOVAI. PIPE, ~lINEAAL DEPOSIT
1~OS-S:l6I/AfpIPE ,~', rviTNEFfAL6EPosrr
!POSS.I MINERAL DEPOSIT
~ - _" - 0" . " ,_.,., .'
IRETURN TO ROUND PIPE
'POSS,IMINERAL DEPOSIT
MINERAL DEPOSIT
iDENT AT TOP
'ROCKS ALONG BOTTOM TO END
:330 THRU 340DENTS'ALONG LEFT SIDE
[END SURVEY@OUTI.ET
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Job # . Ta.pe. # R.epo.rt #
99-1 1
Joint Type _ Joint Length
Location
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Date Customer Interc:eptor
9/13/99 JEFFERSON COUNTY CULVERTS
Technician Inllpe~tor. :~eather~Cleaned by Diameter. Pipe Material
CHAD 12 CMP
Upstream-MH. - Downstream MH .Dlrection Plan Length Section
.SPRING . ".OUTLET 'AGAiNST
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Comments
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Job # Tape # .Report #
99-1 4
Joint Type , Joint Len~th
Location
MP 3 THORN OYKE RD
:START @ DOWN STREAM END I OUTLET
,. 16 AND 23 HEAVY MINERAL DEPOSIT & ROOTS
i DEBRIS
"'THEAWFLOijliAT CRUSHED PIPE , NEED TO REPAiR
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[NOTE: UNABLE TO CONTINUE DUE TO CRUSHED PIPE
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Date Customer Intltrceptor
9/13/99 JEFFERSON COUNTY CULVERTS
, ..
Tochnician Inspector WeatherCleaned by. Diameter Pipe Material
CHAD 10 CM?
upstreamNlH _Dowl1strea,!, MH Direction~Plan Length Section
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Comments
'START@MH
'TOTAL PIPE COLLAPSE
'NOTE: TOTAL COLLAPED PIPE - SAND I DIRT
. --"
CAUSING 100% BLOCKAGE
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Job # Tape # Report #
- - 99-1------5- -
Joint Type _ Joint Length
Location
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JEFFERSON COUNTY
DEPARTMENT OF PUBLIC WORKS
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P.O. Box 2070
1322 Washington 51.
Port Townsend, WA 98368
(360) 385-9160
Klara A Fabry. PE., Public Works Director/County Engineer
MEMORANDUM
DATE:
March 9, 1998
TO;
K1ara A. Fabl)', P,E., Public Works Director/County Engineer
Aubrey Palmer /I~
FROM:
SUBJECT:
South Beach Drive, County Road No, 444109
Further review of above referenced roadway provides the following information:
South Beach Drive, County Road No. 444109 is located within Section 16, Township 27 North, Range I East.
W.M., near South Point. Right of way defined per plat, 3RD Addition Trails End Homesites, Page 4, Volume 4.
Road Log information: Length of roadway, 0.35 Miles
South Point Road (M.P. 3.05) centerline intersects South Beach Drive centerline at M.P. 0,20
M.P. 0.00 to M.P. 0, I I, 16' wide gravel surfacing (M.P, 0.00 southerly to 475' northerly
of South Point Road)
M.P. 0.1 I to M.P. 0,20, 26' wide asphalt surfacing (portion 475' northerly of S. Point Rd.
to Intersection of South Point Road)
M.P. 0.20 to M.P. 0.35, !2' wide gravel surfacing (portion southerly of South Point Road
to Berner Nelson Street)
Road Log cnding Mile Post 0.35 is coincident with plat calls to centerline of South Beach Drive and the easterly
prolongation of the southerly margin of Lot 22, Block 6, 3RD Addition Trails End Hornesites, Page 4, Volume 4 of
Plats. However, without surveying specific to centerline location of roadway is unknown.
No Public Works road plan or road file records indicate construction of this roadway. An action request dated
7/23/86, by Mr. Charles Thomc, requestcd Jefferson County to locate South Beach Drive right of way limits near
the south line of Lot 22, Block 6, 3RD Addition Trails End Homesites, Page 4, Volume 4 of Plats. Mr. Thome
desired to construct a private approach connecting with South Beach Drive, Mr. Thome contended, at that time,
South Beach Drive roadbed was not placed within its right of way correctly, Bob Nesbitt of our department
responded with owner to obtain a survey. Subsequent survey (five years later), dated July IS, 1991 (Vol. 12, Pg.
210) depicts~" pipe set 0.3" deep, 10.5' SE of centerline existing road.
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Road Maintenance records do show improvements were accomplished and completed for South Beach Driv"" in
1994 (see attached Detailed Expenditure Report dated 12/31/94, run date 3/6/98). However, no specific mile post
locations are evident.
Field observations by Paul Walters of our Maintenance Department has detennined limits of 1994 gravel
placement to be near a log landing constructed on recently opened Berner Nelson Road, Dick Moore and Bill
Meyer of our road maintenance crew, participants in the 1994 construction activity, were queried as to particulars
of construction and end point of road. Both Dick Moore and Bill Meyer specifically remcmber building a
turnaround at the end of the road (within right of way of Berner Nelson Road). At that time Berner Nelson Road
was unopened. Spalls were placed for a suitable base and covered with pit run, A ditch was constructed on the
easterly side and roadway graded to drain.
Scott Kilmer of our department, Engineering Transportation Division, also reviewed the site and came to the same
conclusion. Scott Kilmer utilized a calibrated distance meter to detennine endpoint roadlog mileage and staked
end of roadway with ribboned lath. Essentially his conclusion is end of road (M.P. 0,35) is located "up the hill,
around the comer, next to log deck",
Damage to the roadway is limited to prcvious turnaround area (M,P, 0.35). Drainage has been disturbed bg
recent clearing activitie;; ,and would require rebuilding the turnaround (log landing area). It will be necessary to ~ r,
regrade the tum around Oog landing area) by adding 10 to 15 yards of surfacing materials and grading to drain, \..
Maintenance of the remainder would entail grading native grasses that have encroached upon the roadway,
together with placement of 5 to 10 yards of surfaCing material.
Bob Henderson of the Pennit Center was again contacted inquiring as to nature of Planning Departments
proposed mitigation to current development. After repeated requests. no response has been received by our
department.
Paul Walters is awaiting a break in ditching crew scheduling to accomplish the necessal)' work. Please advise,
cc; Mark 1,opeman, Mainlenlmcc Superinlendent
Bob Henderson
Paul Wallen;
Rd. File Co. Rd. 444109
Attch: 1994 Detailed Expenditure for South Beach Drive
4 pages. current roaclJog infonnation
3/6/98 Scott Kilmcr wrIl1cn notes
Phone Dialogue; 3/9/98, Ch.1rles Thome
March 4. 1998 A. PalmerlKlaro Fabry corrcs,
Feb. 21, 1998, Charles Thomc, COrles,
July 23, 1986 Charles TIlome, Action Request
Mctskcr Vicinity Map
Assesson; Quartcr Section Plat map
3"' Addition Troll's End Homesite Plat, Vol 4. Pg, 4
I" Addition Troll's End Homesitc Plat, Vol 3, Pg. 32
Swveys Vol. 12, Pg. 88
Vol. 12. Pg. 210
Vol. 16. Pg. 10
Vol. 16, Pg. 109
Vol. 19. Pg. 2
Vol, 19. Pg. 99
Vol. 19, Pg. tOO
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Node# 936
Road#
1 44760
2 44410
3
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Milepost
03.050
00.200
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Direction:
Back Ahead
S POINT RD
S BEACH DR
Road Name or Description
NW
NE
SE
SW
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Road Number: 44410 00 Name: S BEACH DR
o From Milepost: 00.000 00 from: at BMP of, road
o To Milepost: 00.110 00 to: 475 ft NE of S POINT RD
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Federal Funct Class: 09 Pavement Type: E~. ADT Volume: 20
Jurisdiction: 5 Pavement Width: 16 Needs Sample:
OClassificationaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaa~ I
Local Funct Class: Local Accef's Class: Primitive Rd: Y .,_,..,.
National Hwy System: Truck Route: HPMS Segment:
Federal Route: Truck Route Class: Forest Number:
Urban Area: 99 Weight Rstr Weeks: Forest Route: I'
Within Urban Growth:
OGeometricsaaaaaaaaaaaaaaaaaMedianaaaaaaaShoulderaaaaaaaaAlignment Adequacya~ ~
Facility Type: Type: Type: 5 Horizontal:
Lanes: 02 Width: L Width: 00 Vertical:
widening Feasibility: R Width: 00 Terrain:
Maximum Lanes: Curbs:
Widening Alternative: Pg 1/3
opavementaaaaaaaaaaaaaaaaaa~6TrafficaaaaaaaaaaaaaaaaaAADTaaaaaaaaaaaaaaaaaa~
Thickness: ADT Source: 4 Future:
Year: ADT Year: 96 Year:
Rating Grp: % Trucks: Growth Rate:
Base Adequate: % Busses: Speed Limit: 25
.. RVs:
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Sidewalks: School Walk: Camp Plan LOS:
L Bicycle: Schoel Bus: Max Service Flow:
R Bicycle: Transit: Peak Hour Factor:
On Bike Plan: Directional Factor:
, passing Sight Dist:
OLocationaaaaaaaaaaaaaaaaaDistrictsaaaaaaa~6Cost Factorsaaaaaaaaaaaaaaaaaaa~
Section: 16 Commis: 2 Build to Urban Stds:
Township: 27 Legis: 24 Right of Way Costs:
Range: OlE Sub/Maint: 4 Environ Sensitivity:
Map:
Direction:
County: 16
Pg 2/3
OMiscellaneousaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaa~aaaaaaaaaaaaaaaaaaaaa~ 1
Right of Way: 000 Juris Detail: 02 Replacement Category: 1
Drainage: Special System: 1 Maintenance Category: 3
Widening: Access Control: 3 Rural/Urban Flag: R
Development: School/Mail: ,3 Rating:
Eq Accidents: 0 Adjacent Land: 01
Agency Option:
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Road Number: 44410 00 Name: S BEACH DR
o From Milepost: 00.110 00 from: 475 ft NE of S POINT RD
o To Milepost: 00,200 00 to: at S POINT RD
aaaaaaaaaaaaaaaaaaaaaaaaiaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaai
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Federal Funct Class: 09 Pavement Type: r ..p ADT Volume: 40
Jurisdiction: 5 Pavement Width: 26 Needs Sample:
OClassificationaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaac
Local Funct Class: Local Access Class: Primitive Rd: N
National Hwy System: Truck Route: HPMS Segment:
Federal Route: Truck Route Class: Forest Number:
Urban Area: 99 Weight Rstr Weeks: Forest Route:
Within Urban Growth:
OGeometricsaaaaaaaaaaaaaaaaaMedianaaaaaaaShoulderaaaaaaaaAlignment Adequacyac
Facility Type: Type: Type: 5 Horizontal:
Lanes: 02 Width: L Width: 00 Vertical:
Widening Feasibility: R Widch: 00 Terrain:
Maximum Lanes: Curbs:
Widening Alternative: Pg 1/3
OPavementaaaaaaaaaaaaaaaaaacOTrafficaaaaaaaaaaaaaaaaaAADTaaaaaaaaaaaaaaaaa&c
Thickness: ADT Source: 4 Future:
Year: ADT Year: 96 Yea:;:-:
Rating Grp: % Trucks: Growth Rate:
Base Adequate: % Busses: Speed Limit: 25
% RVs:
ONon MotorizedaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaacOCapacityaaaaaaaaaaaaaaaaaaaac
Sidewalks: School Walk: Comp Plan LOS:
LBicycle: School Bus: Max Service Flow:
R Bicycle: Transi t: Peak Hour Factor:
On Bike plan: Directional Factor:
passing Sight Dist:
OLocationaaaaaaaaaaaaaaaaaDistrictsaaaaaaacOCost Factarsaaaaaaaaaaaaaaaaaaac
Section: Commis: 2 Build to Urban Stds:
Township: Legis: 24 Right of Way Costs:
Range: Sub/Maint: 4 Environ Sensitivity:
Map:
Direction:
County: 16
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OMiscellaneousaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaac
Right of Way: 000 Juris Detail: 02 Replacement Category: 3 r
Drainage: Special System: 1 Maintenance Category: 7
Widening: Access Control 3 Rural/Urban Flag: R
Development: School/Mail 3 Rating:
Eq Accidents: 0 Adjacent Land 01
Agency Option:
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Road Number: 444~0 00 Name: S BEACH DR
o From Milepost: 00.200 00 from: at S POINT RD
o To Milepost: 00.350 00 to: at END OF ROAD
aaaaaaaaaaaaaaaaaaaaaaaaiaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaai
ORequired Fieldsaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaa~
Federal Funct Class: 09 Pavement Type: E "I"..'eL ADT Volume: 40
Jurisdiction: 5 Pavement Width: 12 Needs Sample:
OClassificationaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaa~
Local Funct Class: Local Access Class: Primitive Rd: Y
National Hwy System: Truck Route: HPMS Segment:
Federal Route: Truck Route Class: Forest Number:
Urban Area: 99 Weight Rstr Weeks: Forest Route:
Within U~ban Growth:
OGeometricsaaaaaaaaaaaaaaaaaMedianaaaaaaaShoulderaaaaaaaaAlignment Adequacya~
Facility Type: Type: Type: 5 Horizontal:
Lanes: 02 Width: L Width: 00 Vertical:
Widening Feasibility: R Width: 00 Terrain:
Maximum Lanes: Curbs:
Widening Alternative: Pg 1/3
opavementaaaaaaaaaaaaaaaaaa~OTrafficaaaaaaaaaaaaaaaaaAADTaaaaaaaaaaaaaaaaaa~
Thickness: ADT Source: 4 Future:
Year: ADT Year: 96 Year:
Rating Grp: % Trucks: Growth Rate:
Base Adequate: % Busses: Speed Limit: 25
% RVs:
ONon Motorizedaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaa~OCapacityaaaaaaaaaaaaaaaaaaaa~
Sidewalks: School Walk: Comp Plan LOS:
L Bicycle: School Bus: Max Service Flow:
R Bicycle: Transit: Peak Hour Factor:
On Bike Plan: Directional Factor:
Passing Sight Dist:
6LocationaaaaaaaaaaaaaaaaaDistrictsaaaaaaa~OCost Factorsaaaaaaaaaaaaaaaaaaa~
Section: Commis: 2 Build to Urban Stds:
Township: Legis: 24 Right of Way Costs:
Range: Sub/Maint: 4 Environ Sensitivity:
Map:
Direction:
County: ~6
Pg 2/3
6Miscellaneousaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaa~
Right of Way:, 000 Juris Detail: 02 Replacement Category: ~
Drainage: Special System: 1 Maintenance Category: 3
Widening: Access Control: 3 Rural/Urban Flag: R
Development: School/Mail: 3 Rating:
Eq Accidents: 0 Adjacent Land: 01
Agency Option:
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JEFFERSON COUNTY
DEPARTMENT OF PUBLIC WORKS
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P.O. Box 2070
1322 Washington 51.
Port Townsend, WA 98368
(360) 385-9160
Klara A. Fabry, PE, Public Works Director/County Engineer
MEMORANDUM
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DATE:
March 4,1998
TO:
K1ara A. Fabry, P.E., Public Work~ Director/County Engineer
Aubrey Palmer /!~
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FROM:
SUBJECT:
South Beach Drive, County Road No. 444109
Following discussion with Bub Henderson regarding Mr. Charles Thome's correspondence, dated Feb. 21, 1998,
it appears Public Works staff, PlaraJing ~taff, and Department of Ecology (DOE) representatives are aware of
development irregularities in process on or near the above referenced roadway. Planning Department personnel
(AI Scalf, Loren Mark), Bob Henderson, and DOE representative recently held a formal meeting at the
courthouse with parties involved. Planning Department together with DOE has requested mitigation be
performed by the operator. Bob Henderson stated that the County does maintain South Beach Drive to the
Charles Thome property. A permit to open right of way is necessary by the operator for work adjacent to Berner
Nelson properties on County right of way.
Paul Walters of our Road Maintenance Department has also reviewed the site and determined only minor repair
will be necessary to fix the graveled roadway. Paul Walters estimated five (5) to ten (10) yards of I Yo minus
surfacing would be required. Grass has encroached upon the gravel roadway surface and would make necessary
day labor forces regrading to remove it. Paul Walters is awaiting a break in ditching crew scheduling to
accomplish the necessary work, Bob Henderson stated that roadway repair may be included in mitigation
requirements pending from Planning Department, or due to the minor damage caused, County forces could do the
work. Please advise.
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cc: Marl< Lopeman, Maintenance Superintendent
Bob Henderson
Paul Walters
Rd. File Co. Rd, 444109
c:\oldc\n1IJC\SOU1h Dclch Drive ,doc
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1499 NW Bucklin Hill Road
Bremerton WA 98311
February 21, 1998
Ms Klara Fabry
Jefferson County Public Works Department
P. O. Box 571
Port Townsend, WA 98368
Dear Ms Fabry:
I~ 1993 the access to our proper~y at the South end of South
Beach Drive, Trails End Lot 23, became so impaired that we were
not able to use the property duriny tne: winter months. We asked
Mr. Wells to improve the County right-of-way to our property with
a good gravel surface. His crew did an excellent job in
mid-1994, which nas worked very well for us until this year.
z
In the Fall of 1997 Mr. wally Pederson bulldozed through the
Berner Nelson right-of-way, with neither County nor landowner
approval, logging trees along the way. The gravel surface tha1:
provided us the needed tract~on for access to our property has
be~n covered over with dirt, and grass seed planted on the dirt.
The result is a slippery, soggy surface that prevents us from
accessing our property with our RV without risking having to be
extricated by a tow truck.
The surface of the end of South Beach Drive, where it curves to
the West on an uphill grade, also needs to be improved. It may
also have been degraded by the heavy equipment used by Mr.
Pederson. I believe it was last graded ana graveled in 1994.
It is requested that you schedule the necessary work to restore
the County right-of-way access to our prooerty to a usable
cona~t~on w~th another layer of gravel, as soon as possible. We
understand from Mr. Scalf that Mr. Pederson may be held liable
for whatever costs are incurred to undo the damage he has caused
to County right-of-way. May I hear from you as to when this work
can be accomplished.
Thank you very much.
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SincE\,rely,
.~~__~ ~J!:~
Charles Thorne
(360) 692-H82
Al Scalf
Lauren Mark
RE~I: 1j'5'::0
\..,., ;"~.j t,. i\;w ,1
FEll 2 3 1998
JEFFERSO~~ COUtlT'f
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