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November 15, 1999
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
Mark Lopeman
Aubrey Palmer /1~
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 Thomdyke 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 yourinformation and retum for filing. For your information four oftbe five
culverts reviewed require remedial action.
Please contact me.
Co: Paul Walters
Rd. File: 1110mdyke Road, Count)' Road 418708
South Point Rond. County Road No. 441608
Center Road, County Road 93 \ 507
C\!Jld_c\misc\Paul Wallers culvert yideo 11)1)1).11-1 ~.doc
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Date
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Technician
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Up&t!e~m MH
INLET
Footage "L"R"l!"~':'d"L".
EXPERTS, IN&.
Customer Interceptor
JEFFERSON COUNTY CULVERTS
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Inspectl:)r WeatherCloaned by. Diameter "Pip.e Material
24 CONCERT
. Downstream MH Direction Plan Length Section
OUTLET WITH 300
III Comments
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45
54
60
78
82
86
93
102
105
235
258
300
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Job # "Ta.pe.# Report #
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Joint T~pe Joint Len~th
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MILE POST 1,2 SOUTH POINT RD
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o TO 45 FEET IS CMP
, PIPE TURNS LEFT AND TRANSFERS TO CONCERT PIPE
:SROKEN PIPE WmfHOLE AT BOTTOM - REBAR SHOWING
'LONGITUDE CRACKTHRU 85'
-'MINERAL DEPOSIT
[MINERAL DEPOsiT
"MINERAL DEPOSIT
YES
;LONGITUDE CRAc:K l@ MINERAL DEPOSIT
iTRANSITION FROM CONCERTE T6 CMF'
:OPEN JOINT- ROCKSSHOWlNG
:END SURVEY @ OUTLET
:NOTE : MINERAL DEPOSIT BElWEEN 78 TO 238 '
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\ ,~ POSTO-FICE,,-' ice ..~ ~ [..),e.{..IYI, (360)683-3321 \
, SEQUIM, WA31/W TON 9838:? FAX (360) 683.1846
Au",>u~' 24, 1995 I ,
To: J?~ard \\'rjVGleil H:.J,tin!:l:r . R(,bert Hintol. Jefl'er5on County Board of Commissioners
.._~' . \.'-t~~ -t-e Reallor reJ'lrest"~ting Greg ani Cathryn Luke, Property Owners of tax parcel no, 002-
352-1)271..../ ·
Re' Drainage at the end of Dachelor Ibad
C(lnlmi~~ioncrs.
Years ago, the count)' re~pl)nded to a citizen's comllaint about "moffat the end of Bachelor Rd" a dead-end
cuI de sac. by Tol-routing the water through the neighbor's property, Mr. and Mrs, Luke happened to be
those n,?ighhors .
-\s absentee owners, their response was no, immedlilte, But persistently, they have request",d Jefl'erson
COllrty Public Work~ to straighten out the drainage to do it right. But public works personnel have always
had a r"ason to avoid deaiing ...ith ,h~ ".ub!.:.:,
Fnllowi"l: the ;:ounty's modifications, septic pOlcnti ,\ would be qu~stionaole {on this pil1cel. Now a ~Ie is
Pf'"Ji"'ft ,:,n \lu= p.. t.J.'~.i tj \.vm~n~~I\t ~n 1';S1C:'., ;Ub ~~lC -un..nff from Bachl!lnr Road Dpctc;iontime h~s.? lnVfO- ,'I
~t 11!lt'stion is responsibility Does Jefferson 'Count) take responsibility tor road .ide dlain~il~ at the
tenniflation of Bachelor Rd? Is respect for a citizen's property a priority in Jefferson County?
Resoldn€! the problem would involve a 220' trench, 18" eulvert along "~th the connectors, and twO catch
basins, The total project could be accompbshed for an around $3500 (see accompanying estimate), Also,
resfl"nqihility tor maintenance must be addre.s<ld,
The Lukes have certainly been accommol.; q, They offered to grant a dlainage easement to the county,
even pay [,)1' a portion of the project, Tl',€' respnnse is that authority doesn't exist in the public works
department to deal with the issue, Nobod) '" '.villing to commit to a position,
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At any rate, the buck has been passed to the conunissioners, Hopefully it will stop here, Furthermore, there
',', ...JsDBht and wrong
, ,
Some would see th', as bn i lSue 01 iberty, If govemment is allowed to degrade private property, a covenant
\\ between government and the p~Opi'" is blOkcn,
.. :\ Is battling aggrieved citizens fighting for principle all option with merit? Whatlloes Jefferson County II..", to
'. gain? What would the county stand to lo~e"
': Anyway, thank you for considering this maller, As Lyndon Johnson was fond of saying, "come let us nlason
" tormher," We look forwud to your timely response,
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September ~, ~995
ATTN:Steve Marble
Home Realty
PO Box ~70B
seguim, WA 98382
RE: Bachelor Road Drainage
Dear Steve:
In regard to the letter you sent to the Jefferson County
Commissioners on August 24, ~995, the Department of Public Works
will install the drainage system if Mr. & Mrs. Luke agree to the
following conditions:
~, Grant an Easement to install 220 ft. of 18 in. plastic pipe
culvert along with connectors and two catch baains.
2. Outlet of drainage system to remain at present location.
3. Cost of installation and materials to be shared equally by
Luke's and the Department of Public Works,
4, Department of Public Works will be responsible for maintenance
of the drainage system,
All legal documents must be reviewed by the Jefferson County
Prosecutor's Office for compliance. This process would take a
minimum two week time period,
Please contact me if this agreement is acceptable or you have
any questions.
Sincerely,
td~r~
(360) 385-9218
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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. Director/County Engineer
March 3; 1997
Carl and Katherine Going
681 Bachelor Rd.
Gardiner, WA 98382
Dear Mr, and Mrs. Going:
This letter is in response to your 1/9/97 correspondence regarding drainage concerns on Bachelor
Road,
As was discussed with you on site by Commissioner Wojt, Earl Wells, and myself, Jefferson
County Public Works will assist you and Mr. Schaber with engineering efforts (such as calculating
culvert size and placement), obtaining permits, and support in every way possible, short of actual
performance of work by the County. .
The drainage realignment that has contributed to erosion on your property was performed in years
past, apparently as an agreement between property owners at that time, Jefferson County has not
the resources nor the desire to create a potentially harmful precedence by intervening in this matter.
In addition, the snow/rainfall event that preceded this damage was extraordinary, Jefferson County
was officially declared a disaster area by the Federal Government. In the occurrence of events of
such magnitude, liability for damage does not rest on local agencies, Drainage designs/facilities to
prevent damage In lIIl): storm event simply prove to be cost prohibitive.
While sympathetic to your situation, Jefferson County must maintain the prcsent position on this
malter, If you feel the Public Works Department can be helpful in thc manner described abovc,
please contact Ken Cook in the Enginecring Division at (360) 385-9380. '
Sincerely,
Y/rJ -~
V ;\X.Q~ -1''-1-0".
Klarn A, Fabry, P,E,
Public Works Dircctor/County Enginecr,
100% Rocyclccl Papor
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HATUE Of' flEQLEST - ti!1. N PERSOI 0 BY PHCNE 0 BY LETTeR
PER'TAININCa TO- OOF'FICE 0 ENG/SUFl\IEY 0 ROAD MAINT.
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Carl and Kathrine Going
681 Bachelor Rd.
Gardiner. W A 98382
January 9.1997
Office of the Con-.missioners
Jefferson County Courthouse
Pori Townsend. W A 98368
Gentlemen:
I am enclosing, for your reference. the complete chronology of an on-going issue
at the east end of the Bachelor Rd. right of way. along with an update and a request.
As a result of the Oct. 9th letter. we were honored bya visit from Mr. Wojt. Ms. Fabry.
and Mr, Wells. There was a great deal of satisfaction in knowing that our situation was
being given some attention, and it made it somewhat easier to accept the suggestion
that we and our ncighbor, Mr. Carl Schaber. were going to have to solve the runoff
problem on our own, Earl Wells had offered a verbal design for the system and !<lara
Fabry assured us that when we sought permits for a new drain field she could ease
any concerns the Health Department might raise. The County's final position was
essentially that there was no budget and no desire to set a precedent for corrections
of informal water diversions done in simpler times,
The enClosed photos were taken the morning after the Dec. 31st thaw and rain. We
cannot accept the proposition that the runoff channeled to us by a county road and
increased yearly by insufficiently regulated development is our responsibility, We and
Mr, Schaber are relievad only in that we hadn't yet installed an 10" culvert connecting
,the county 12" to the bay. The existing pipe ran full on New Year's Eve, and several
times more volume formed a new tributary down Schaber's driveway, split either side
of his home, and eroded and destroyed the improvements &., shown. The smaller group
of phOtos shows water from the south coming through the woods, under 651 Bachelor Rd.
in a culvert now barely adequate, through 681 (our f.ront yard) and tearing out a portion
of the property,
Please consider an easement, an adequate culvnt, and better regulation of higher lands,
Sincerely, ,
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DEPAR'nENT Of' PUBL I C WClRKS
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ACT! ON REQUEST
IlEQUESTIl:D IIY _ .::iOIc IL {-:>....... ha n"l DATE - q ~ 17 - q q
ADIlRESS- "5\0 ("-v'L~r\.or f-.cnr.n ocl2. PHl>>IE NO. - ~7- 7\Cflo
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NAT~ Of' fiEQl.EST. 0 IN PERSCH ~ PHONE 0 BY LETTER TAKEN BY- ~
Pe:RTAININCi TO- DOf'FICE: 0 ENG/SURVEY ~ MAINT, 0 EQUIP. _INT, 0 SOLID YlA;,o"'rE
RE~PCR- ~\~~~l~~ ~/ncnJL~<'OJ'
LOCATlaf- mAD NAME (--aai\.t'\.9J"" ~ f('JlROAD NI.M8EJil1.'il~flOq-" ",P. ?
PA:1.JECT- PAD.lECI'TITLE ~l~C\ ~\CI(1O~ ARO.JEcr NLMBER-
DESCRIPTlaoI. a:c ~ c...c~ 0
G=I' , &1 0 r~ "Qr~fi1:.y 'PA qML (t')nd)l("\9.r ~h
Q& - ~ ~t''ln tLYlO ~J.t'(lJ\..'F.-.l~ In f2't'lrE' - t'V"A..\ It-
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ATTACH MAP OR SIClItTCH
REFER TO. ~tt.k. ~te,.1
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l.kt~..! ~~ RESPO'4D BY,
t? ef?u4c6D 0-;28-9
RESPCINSC -
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JlEVIEftD IIY. DATE-
;,'ClCINTAc:Tll:D fiE,Qt.CSTER 0 IN PERSON 0 BV PHONE 0 BY LETTER CONTACTED BY,
R1tOCMolENDAT leN.
....PARE EST I MATI: . I'at .
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j,; AOIJl'E TO- INITIAL
',0 0 0 0
" DIJlEGTClII OONSTRUCT'ICN ENO. - AC:~TNn'
"'",..... 0 _ISTIlHI' DIR, 0 pLANNING ENGINEER _ 0
0 fIDAD IIl.PIERV I SDR 0 ADMIN, ASSISTANT - 0
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IlEP~ OF f'UBLIC WORKS
FILE
........."~. _ ~_ ~TIOIl REQUEST
_. A'f~M ~
DATE.
t:2/I4/C?<?
NO,' <':3Id?4J5-70f.!?
PKlNE
ALT, PH. NO.'
NATUlE 01' IlEQUts'\"- 0 .'" PERSCH ~BY FHCNE 0 BY LETI'ER TAKEN BY- :,,;~-D
PERI'AININQ TO- Ji5i!OFFICE PENGISumlEY OAOAD MAINT. o EQUIP, _INT. OSCUID WASTE
1lEQ<.EST _, '/lrU..d../AtLA..;P>10.rA ~d. - 'PnuJ
1..OCATICN.. ROAD NAME ROAD NUMBER"'--~ M.P.
F'fIO.IECT - PRD.JEC;'l' TI TLE FlROJECT NLNBER-
DESCRIPtlcN- IJ,)J.,ad t6- 1200 adto.rr.w::;;f -f-r-, '-. 1a1t':,~ ~ c'"'Q-035
6.ue... 3~, I.o/)~,( RA.w ,?-U
ATtACH _ OR 8IKETOf
REI"ER TO.
RE9_-
_VIE_D BY-
OOftI'ACT1I:D -.ESTER 0 IN PERSON 0 BY PHCNE
DATE,
BY LETTER
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_.._ KIlT I MIl"" . I"CR.
ROIJI'I!: TO-
O DIRlECTCII
o ASSISTANT DIR.
o _.-vISOR
I~IITIAL
o CONSTRUCTIQII DIG, _ 0
o pLANN INO ENGINEER _ 0
o ACtAIN, ASSISTANT _ 0
ACCIOU'lT ANT
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December 13,1999
Sent Via FAX 360-475-7063
Kitty Ogg
puget Sound Ensrgy
8remerton, WA
Re: Gardiner Beach Road
Dear Ms. Ogg:
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
In rS'lponse to your request for the right of way of Gardiner Beach Road adjacont to parcel
#002332023 (Tax 58), I have found the following:
A Quit Claim Deed dated August 4, 1980 from Raymond Noble. This Deed shows a 30' right
of way on the south side of the section line,
An application segregating Tax 58 from Tax 3 dated November 15.1991.
I have enclosed the above mentioned documents for your refarence, I found no Information on
Gardiner Beach Road being a territorial road. A road was petitioned to be established In this
location but was not accepted by Jefferson County at that time, Please contact me should you
have any questions or concems regarding this matter.
Sincerely,
~~~
Administrative Secretary ,
encl.
,
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100% Rocyclod Papm
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011;:/1.";' I QUlT.CLAIM DEED C ~" "~}:;;;'i.i~tro"
e I.. .
In'" _.L_.._'~..'-'~'~c:"'!'!"~.."'.!'_.~".""".."'~.~.'..'...~.~.'C,"~ . .rr~
The grantor.....,.................,~~,~~.~!?..~.:,..,~Q~~~....,..........,..,.... ... .....................,. . .,.................. .....................,....,...........'...........-
.................,...",...........................................................,......."....,..............,..,..............,......,......"................,....................................,.................,....,
for the consideration Of..,)f,9.!!X..1P..Q!"-!!!1-,n~...!).QJJ~r.!il,..;1-,n!;\...ng.l.tQ.Q::::-.::::::::::::::::7::".::::-.".-::,,:::,,:::,,:::.($.!t.~o.ao._aa)DOllara
and also of benefits to accrue to grantor by reason or laying out and establishing a public road, conveys and
quit-claims to Jefferson County, State of Washington, the foJlowing descrilJed real estate situate in Jefferson
County, Washington, vlz: the south
A tract of land......~g..............feet wide, being......}Q.............feet in width on e!i'NI side of the following de-
scribed ceuter line of the above named TOad as Eurveyed and located over and acTOSS
the NWl,; of the NW!,; (Tax Lot No.3) of Section 33, T. 30 N., R. 2 W.W.M,
(the center line is the north line of said section.)
Beginning at Eng. Sta 0+00 (the intersection of the Jefferson-Clallam
County Line) thence S 87' 44' 29" E a distance of 925 feet to Eng. Sta.
9+25.
Also, a tract of land lying east of a line extended south from Eng.
Sta. 13+50 to the railroad right of ~ay,
JEFFERSON COUNf{ EX~!:E 1 Al\
All, tlo, ~8._...___
Oat~ pnid,VJ/~_Amt._~
By ~ ~,":...J'~.ttrf--
fRf(S@[~
433
AJI according to the plnns llnd specification for eRP/on file at the office of the Director of Public Works, Court.
house, Port Townsend. W A 9B36B,
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Said strip contalnlng..~:.~,?....................acres more or less,
The Grantor also grants to Jefferson County the right to construct and maintain necessary cut and fill
slopes. culverts, special ditches, and appurtenances where the same may extend beyond the Jlm/ts of the land
hereby conveyed. -"
Dated thls,..~:?Z.........day of....,4~~-(;;(.-;t:..cA. D. 19, frO
'''7
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...;;!.!.t:~C(2?:!:.:ee..,;2::::;."....LCs:~<!'~..............................................,................;..............,.......................
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.........................................................................................................
WL 137 '".i 446
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JEFFERSON COUNTY
SUBD::J:V::J:SION
EXEMPTION
S 2' l{! I -. q I
The 3efferfson County SubdivIsion OrcUnance exempts certain proposals from
the plSltting requirements of the Washington State Plats-Subdlvlslons-
OecUcations Act (ReW .58.17). To qualify for an exemption, the proposallllust
be reviewed and approved by the Jefferson County Planning and BullcUng
Department.
APPL::J:CAT::CON
,Please answer the following questions completely, using ink or a typewriter.
Ben Levine & Helen E, Levine
APPLICANT:_ .
112 Madrona Way, Sequirn, Washington 98382
AUlRESS:_
TBLEPHONE:
683-6809
,....,"'O.uu=DI:tI
REPRESB11TATIVE/CONTACT:
ADmESS:
TBLtwHONE: (home)
(busIness)
PROPERTY AND
PROPOSAL DESCRXPT::J:ON
GENBRALLOCATION:
On the Gardiner Beach Road at the Jefferson County line
LEGAL(S) (identify each affected property):
Ben Levine ~ Helen E. Le'Yi~e"
. OWner:__
Address:
112 Madrona Way, Sequim, Washing tori 98382
Tax Parcel Number (9 dlgJts):002 332 006
Real Property Description: '. _ .... I1vJ
That portion of the ~rtheas~Quarter of Section 33,
Township 30 North, Ralrjfll'2 West, W .M., approximately
'one and one quarter acres, beginning 383.00'-S89059'10"E,
then East 230'. then South 230', then West 230', then
.Owner~ North 230' to the point of be"lnnlng.
Address:
Tax Parcel Number (9 digits):
Real Property Description:
~ (01170
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IqlpJl1:ntl','1I R~r.olv"d /I /tp/V 1111i/
N~ d";'.:IIa!naJl"n ,,' , ".1, ::, 'I.' "
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PROPOSIW ACTION:
To transfer the forgoing described real property, for love
and affection, from Ben Levine & Helen E. Levine, who reside
at 112 Madrona Way, Sequim. Washington, to their ~on Jerome
.--. .-' -, --
..'t"
M. Levine, wh~ resides at the site of the real estate
being transferred, 2111 Gardiner Beach Road, Sequim, Wa.
S:r:TB: PLAN
A site plan must accompany ~e exemption request. It shall be no larger
than 11 by 11 inches, to scale, and suitable for copying. It shall Ulustrate
and identify the following features:
~1.
11'3.
V3.
./~.
Vii.
: North arrow and scale.
Existing and proposed property bouneJaries; identify lengths.
property improvements (well, septic systems, house, etc.).
Parcel ownership.
Roads serving the pl:"operty.
AOKNOWL:S:OGEMEN"X'
I hereby declare that the informat,lon provided in this application and all
attached material is true and 1::orrect to the best of my knowledge.
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'~~~A~C,:S:.rI'~,.h S:S: ONLY
EXEMPTION TYPE';:~ .~
APPLICABLE ORDINANCE SUBSECTION: :3. 1../0 (~))
Q( APPROVED 0 DISAPPROVED .
fl~gfJ:jJi?i?f!1:;~
TITLE:~~ '-1.uj~.a';A-'\ ....5rf};.VIh.AJ,
DATE: I II IS'n/
COPIES: ~ppUcant 0 public Works Department
o Representative 0 Health Department
~&~essor's 0 other:
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PLEASE TYPE OR ""INT
REAL ESTATE EXCISE TAX
me form I. your receipt wh-" .tamp.d
by "&N.... Pay by cu" or c.rtlfl.d
chedl to County Tr'..UI.r.
CHAPTER 82.415 RCW
CHAPTER "58-61 WAC
THIS AFFIDAVIT WILL NOT BE ACCEPTI!D UNLESS ITEMS (!) THROUGH 0 ARe FULLY COMPUTED
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NEW OWNER'S Nam.
PERMANENT ADDRESS
FOR ALL PROPERTY Str..1
TAX RELATED
CORRESPONDENCE City/St...
o LEGAL DESCRIPTION OF PROPERTY SITUATED IN UNINCORPORATED
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ALL TAX PARCEL NUMBERS
Zip
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COUNTY -0 OR IN CITY OF
33 - 30 -?u.J
-?aX i 58
YES
Description 0' personal property If included In sale ('urn!lure. ap-
pliances. etc.)
@ I. thle propeny currently:
Claaalfled or deslgnaled 8S forest land?
Chaple, 84.33 ROW
o
~'::~~:~:~CC:r~~~:t :~I~~:r\1~~::t~~~.34 RCW 0
Exempt 'rom property taJC under nonprOfit
organlzaUonl Chapter 64.38 RCW?
o
o
Receiving special valuation al historic
property under Chapter 84.26 RCW?
Type Property: t:a ~ land only 0 land with new building.
J D. land with previously 0 land with mobile home
used bUilding
SEE TAX OBLIGATIONS ON REVERSE SIDE
o
(1) NOTICE OF CONTINUANCE (RCW) 04,33 0' RCW ~4.34)
If the new ownerCa) of land thet II cJalslfled or designated aa currant use or 'oreSI
land wlshC.') 10 continue tile cllla.Ulcal1on or dealgn.llon of auch land, the new
ownerea) muel 81gn below. If the new owner(a) do(.a) not dellre to continue aueh
clS.llIlestlGn or dellgn8f1on, all eompen..Ung or addlllonal tsx calculated pursuant
to RCW 84.33.120 and 1410 or RCW 841.3", 108 shall be due and payable by the aeller
or tran.feror at the lima of "'e. The county ae88800r must determine It tho land
Iran.ferred q'lallflea to contlnu. cla..lflcallon or d.algn.lion and must .0 lndlcale
be'ow. SignatureD do not nec....rlly mean the land will remain In eleaaJrlcatlon or
de.lgnatlon. " It no longer qu.Ilf1.a, It will be r.moved snd Ih. companaaUng laxe.
wUl be applied. All new ownera mUlt algn.
Thl. I.nd 0 do.. 0 do.. nol qu.llly
for conllnuance. oef"lrrV ASSESSOR
OATE
(3) NOTICE OF COMPLIANCE (c:h.pt., 04,20 RCW)
II the' new owner'.) at prope,ty with apeclsl valuation .8 historic properly
wleh(a) to oonllnue thl. Ipeelal valuation tho new ownerC.) must 81gn below. If
the new ownerea) doCel) flat de./r. to continue such special valuation, all Rddl.
.lon.'IIJC calculated pursuant to Chapter 84.28 RCW, shall be dUG and payable
by the ..11., or t,ene'.ror althe lime 01 ....,
(3) OWNER(S) SIGNATURE.
@ ,
The fOllowing opllonal question. .re requesled by RCW 82.45.120
'e property at the lime of 8111e:
YES
8, Bublecllo elderly, dlsftbllllv, or phYlloallmprovemenl
exemptlon?
b. 0081 building, If any. have 8 he.t pump or 8aldr
healing or cooling 'Yltem?
c. Do.. thl. conveyanca divide. current parcel of farld?
d. 00.. IIle Include cur,onl crop or merchantablo
limbo,?
10
10
10
10
NO
o
o
o
o
If exemption claimed, explain
Type of Document
Dale of Document
Gro.a Sa'. Price 11 $
Personal Property Cdeduct) 2/ $
Taxable Sale Price $
Excise Tax: State $
Local 3/ $
Oellnquenllnterest: 41 Sial. $
Local $_.
Delinquent Pftnally: 4/51at8 S
Total Due S
(SEE 1,5 ON REVERSE SlOE) /1
0.-.).
o ,AFFIDAVIT
I CERTIFY UNDER PENALTY OF PERJURY UNDER THE LAWS OF
THE STATE OF WASHINGTON THAT fHE FOREGOING IS TRUE
AND CORREC"i' (1It10 #5 on reverse 'or penaltlel).
SIG"ATURE
NAME (print)
DATE A PLACE OF SIGNING:
SREC'FY (circle); grantor/grantee/granlor's agent/grantee's sgent
Address at residence or placo of buslneSlll of paraon signing (specify):
NO
o. Doe. convoyencft Involve a Ira de, jJartla'
Inlerest cQrporate tlttlUa,ee, retated parUes,
lruel. receIvership or on e"ale?
IG the or8nleo acllno 88 a "omlne. for a third
party?
g, Principal use:
1 0 oorlcullural
4 0 .pl (4 + unllo)
7 0 commorclal
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10 20 I
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10 20 i
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20
20
20
20
:2 0 condominium
5 0 Indu.lrl.l
8 0 Mobil. horn.
3 0 reer.QIIOll.1
: B ;1";~d~:nll.1
COUNTY ASSl:SSO;:'
672.'80 '"
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FOR TREASURER'S UOE ONLY
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REAL ESTATE EXCISE TAX
CHAPTER 82.45 RCW
CHAPTER 458-8 I WAC
THIS AFFIDAVIT WIU NOT Bl! ACCEPTED UNLESS ITEMS (!) THROUGH (!) AAI! FULLY COMPLeTID
PLEASE TYPE OR PRINT
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PERMANUlT ADORESS
FOR ALL PROPERTY 8t,...
TAX RELATED
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Exempt 'rom prop.rty tax under nonprofll
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property unde' Ch.lp.., s.t.28 RCW?
Type Property: EJ land only 0 land wilh new building.
o 'Ind wllh prevloualy 0 'and wilh mobile home
u..d building
SEE TAX OBLIGATIONS ON REVERSE SIDE
@
(l) NOTICE OF CONTINUANCE (RCW) 84,33 0' RCW 94.3.)
II the new ownerC.) 0' land that 'I el...m.d or designaled a. cur,ant usa or 'ore.'
I.nd wi.h(") 10 conllnu. lhe cl.llme.llora or d..ignallon of 8uch I.nd. the new
own.t(a) mUG' .lgn below. lithe new ownerCa) dO(8lI) nol dealt. 10 conlin.... such
cl...llIc.Uon or dSllgn.lion, III companeetlng or Iddillonaltalt calculated pureuant
to RCW 8".33.120 .nd '.0 or ReW 6<1.3". 108 shllU be duo and payable by tho ..11.,
or flln,r.rOt a' the 11m. of ..'e. The county ......or mUlt determine If tho land
I,enet.rred quall'la. 10 conllnue cl..alfleIlUon or d..ignallon and must 10 indicate
below, Slatt'tur.. do not n.c....rlly me.n Ihe rind will 'emaln In cl'51I'lc.llon or
d..lgnallon. If It no long., qualltl.., II will be r.mo....d and the compen..Ung laul
will b. IIpplled. All n.w own.r. mUll .Ign.
Thla'and 0 doe. 0 do.. nol qualify
'or contlnulnee.
DEPUTY A88E88OR
DATI
(3) NOTICE OF COMPLIANCE (Ch.plo, 84.28 RCW)
If the new ownerC.) 0' properly wllh .peclal valuation aa hlltorlo properlv
wlshCs) to continue 'hi. 'pacla' valuation the n.w ow""rCs) mu.t .lgn below. If
the n.w own.rC.) doC.") nol dl.lre 10 conllnu. .uch .peelal valuation, alllddl.
lIonllllx calcull'ad purauant to Chlpter 0".28 RCW, shall be due and p.yable
by the ..II" or tren,'eror at Ihe time of ..,..
,(3) OWNER(S) SIGNATURE
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1h,1 fOllowing opllona' queatlonl "' raqueolld by RCW 82...e. 120
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~ . . 1.lmpUon?
Ill. Do.. bulldlr,o. I' any, hlye . hall pump or lolar
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.
o. Doa,lhll Clonvly.nol divide I aurrenl p.rcII 0' land?
d. 0011 .al. Include current crop or. merchanllble
Umbar?
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COUNTY 0 OR IN CITY OF
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Tax Parcel 002 332 006
'That portion of the NorthWest Quarter of Section 33,
I Township 30 North, Range 2 West, W.M. approximately
one and one quarter acres, beginning 383.00'-5890 59'10" E,
then East 230', then South 230', then West 230', then
North 230' ,to the pOint of beffinn1ng.
Ri.-R.e..eard oP-I}rf#672.80
\.!J I, thill property currenlly:
Cla.lllied or d..igna.ed .a for..t land?
C~.pl.' 84.33 RCW
. I.J I. ....
to"~
Type 0' Documel1l
Oat. of Docum.'"
Groaa Sale Prlc. t I $
Perlonal PrOperlY (deduct) 2/ S
Taxable S.,. Prlc:e $
ExCise Tax: Slat. $
Loe.131 S
Delinqllentlnler...: "'Sllle S
Local S
Delinquenl PenallY: "'Stale $
TotalOu. $
(SEE 1-6 ON REVERSE SlOE)
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I CERTIFY UNDER PENAl TV OF PERJURY UNDER THE lAW.S OF
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AND CORRECT (a.. # 6 on rever.. lor plnalll..).
SIGNATURE
NAME (p,lnl)
DATE a PlACE OF SIGNING:
.SRECIFY Cclrcl.): granlor/grant.,/grantor'l aglnllarlnl..'. agent
Addr... 0' le.ldlnc~ or place of bUlln... 01 perlon ,lonlng Capaclfy):
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OFFiCe: OF THE COUNTY ENGINEER
OF JEFFERSON COUNTY
WASHINGTON
SCHU'fI..I!:iI't B. Eow...FlIOS, COUNTY ENGINEER
PORT TOWNSEND. WASH.,
~ugust 3. 1923.
To The Honor~ble Boa=d of County Comm1ss10nora,
Of Jeftorson County, Wash1ngton.
Gentlemon:-
In aooor~noo with 1nstruot1ons from your
Honor~Dle Board on JUly J, ~92J. th1. offloe has examined tho
10oat1on of tho proposod road, petitioned for, by H. O. Phelps. et &1
of G&r<l1ner, to be mown ~s the Farmer Ro&d., ~nd. do reoommend. thiot the
same bo not e.~bl1ah.d ~s oa~led for in the petition, for the
follow1ng r.aeons:
1. There ars two ra1lro&d. oross1ng. on the proposed. rO&d.
2. The oost woUld' he exoess1vo,
}, Bottor grad.o.oan be ob~1ned in other 100at1on..
This off10e believes that there 18 a n..d of a :road.
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to serve the people whose names are on the petition, but would. reoommend.
tbat the 100at1on be ohanged so the rO&d would. parallel the railroad..
Respeotfully submitted,
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Countt-!ng1ne.r.
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Road, Far~er Ro~~
~ocated, Fro~ the N.E.oorner
Sec_ 34, T,30 ~,n,2 W. thence
~nd Clallam County Road.
Pla.t Book No.
.:.!a.F Fih ~lo.
of the N.W. qu~rter of
west to the Jefferson
Length, Width
Petition Filed ,Set~,7,1923. ~urveyed,
F.stabliahei, Field Note,>
Improvealen ta,'
Pafera, File No. L97
EngineeraReport Aug,3,1923.
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coun:T;TE OF WASHlN~~~:.:...........}..,
In the MolI.r of the P.lition of
)
Petitio 1....
F~; the Location and E.lo;;/i.,,~.;~;. of ~ 'C;';n;;. R~~J ~: ~/~ \
known Q$ ,he
.. ..... ..................... Rood.
y, '" ..... of ""'" CommiPI_. of~~.<7''...u'''''''. W.......~
w. the IIndersign.d "oll..ho/d.,. oj ."....-..............~9~..~~:,:~ Counly, Stat. ofW ",hinglon
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Your p.,itionet. r..p.ctful/y repr...nl and ol/.g. Ilral tl,. propmcJ rood i. procticoMe, and .,iII b. of R.n.rol u.. and
public ulililll. and 11.01 01/ of your p'lition." at. wid.nb and "OIm/lO/d", rcsidi/l/l in .oid Counly in 11,0 vieinilll 0/
.ai,l l'ropO,.J rood: tvl..rof"ro lIo/lr politio"o" pro)l for 11,0 lowt;on "",/ ../oMi..IIOI."t of I". ..oill propo.od rood. o.
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November 29,1999
Judy Sleasman
PUGET SOUND ENERGY
6522 Kitsap Way
Bremerlon, WA 98312
Re: Old Gardiner Road
Dear Ms. Sleasman:
1
fY-:J? SDJ'-kJr
JEFFERSON COUNTY
DEPARTMENT OF PUBLIC WORKS
P.O. Box 2070
1322 Washington SI.
Port Townsend, WA 98368
(360) 385-9160
Frank Gifford, Public Works Direc/or/County Engineer
In response to yC'ur request for information on Old Gardiner Road establishment, I have enclosed
a copy of an old card file designating it as Road No.1 9, and a copy of the map from 1915
showing its location.
I hope this information is helpful to you but, should yciu have any further questions or need further
Information, please do not hesitate to contact me.
Sincerely,
d.l/lMj -L1z1)
Terry Dull
Administrative Secretary
encl.
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100% Recycled Paper
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Road Pt.Diacovery -Cla.lla.:l: CO. R'a.+ !'l...0.... 'T 1 P 61-
_ l\JlI.!T1I'j1~, ~',:>'.o,' .~g. Z' .",>
Located from Head. of Pt. Diacovery 3ay a.long V:e3t Shore
t.:n 'Sa.~':s CT-,.::ak
Width 8 .Je(f;i{'a$fi~r ~4$f5 C.,rd)
surv.y.d (dat.) '!a.y i S79
l'i.ldNot..Record Vol.l.Pg.~2
~u~h about 7~ ~i13g
Petition roiled Fe'h. 3, 1 '~79
Established :':a. V g. 18 7 q
Improvements Tr9. i 1
C::ll fer b1{.l!1,r.FI['~:r~ (")1 n~'" "-,, .a
"'''-'''1-'- .'),,, 7-" . - e. - .,..11,. r<'>u"ll' "-"l'P'~5 ~,,~ -
........".!.'=' I...j " ...._...."'t """)"'" . -- -- .'
, . . _ . ~. ~~)' __ _C" .::11:2:D 20;; :406 ' .'
Paper. File 6.
ReCOTd nf ~ ~ v
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Profile Ca.ee I
Map. File No.2
LOCATION. ~eg.a.t a point in the Gardner Granted road
and ~~feet notth of the, north li~e of the rt.9f wy.
of the C.M.& S.~.R.R. in the S.W.t of the B.E.t of
eeo.;~ Tp.30 N.R.2W.W.~.,thence,eaeterly,paralleling
the ae.id ra.ilroad a. diet.of 2373.9 feet. to a. tract
of la.nd belolllging to Ed.Nelaon. '. .
LENGTH. 237;.9 feet. ,WIDTH ;0 feet.
PETITION FILED. SURVEYED. Nov,1921~
ES!ABLISHED.'Nu..21,1~1. FIELD NOTE9.Bk.S9.pg.l;-9
IMPROVEMENTS. Conatruc~ed from et~.O+OO &t GardBer
Granted road to ata,7+30,
PAPERS. File _~o, ':):..-),1-,,'6.
59.1.
Roa.d.,. G~rdner Depot Road.
59 ("
R d G .... Pl:l.t 3o-ckl'!0.3,Pg,
ua _a.r~~er Granted 2o~i
_ ____ Map File No,~
Locat.nrO::l Lot 1.Sec '14.T 30
t' . 'T-R 2 ~: O!l "1;'.'l1iannVA:t'., ba.",
.'lenc/! S',71y tn ~Aq" ~." ...
T 2q }T-R 2 if 'l"M 1 1'" s;~.~ ofN?:+ ...f' ~A" ~
Length 1 ~1 1 A '150 it Width 30 [1;.
:::~:;I:b:~.d V;r~a1 .T"ly t;,' 9Cl9surveyed (dat.) Sef't , 9("9
e . S , 1909 FI.ld Not..' File '-: !J- '
Improvement. r;".. , t. ~.",. f-. . ~
C . :- tl '\'0 ~ ~r r ". Cc,,'na ;:, <>n" ~1193. QQ.... .
ompleted Sept.7. lCJ10 )
Papera 14'1'.. //~
Recor~. of Road~ Vn'
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PERTAINING '10- 12[ OFFICE 0 ENQ/SUR\/EY D"ROAD MAINT. 0 EQUIP, _"IT. 0 SOLID WASTE
REQUEST.-cR. ~~Jf:z:U....e..i.:.Jl1.- ;,.~,-d: ~-4Ii!"
LOCATION- AClAD _ ::j'J.Li,'-nOU ref. J2C", ROAD NLM!<!R ..5C5?D9 M,P. _
PflC);JEc:T. PAO.lECT TITLE
DESCRIPTION- /i )j{ b71 (U()L) 4C:UA" ;fK.J(t ,c:i:.
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INITIAL
o CXlNSTRUCTICIII ENG. _ 0 ACCOU'lTANT
o PLAI*IING ENGINEER _ 0
o ADMIN, ASSISTANT _ 0
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Memo
Jefferson County Permit Center
621 Sheridan Street
Port Townsend. Washington 98368
(360) 379-445~7
TO ~~~(~
FROM - Q.~
DATE 6-1m 199
COMMENTS ....p1Q.A-./J~ l.e:h, Am.J? jJ..(Y)(n).)
LA )~P/lll~ "-/ j1h:.P prJf--h\ eM cJ:
flU';A/71hT.I;;>;;b Q.j IA 1(},/j , o~ 1ioJ~ D,
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1 MAY~l ~
1 JEFFERSON COUNTY!
'I PUBLIC: vI.'Of'il\S DEPT. 1
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6J,C..?-Lf, T.?2-7'tJ, f2;2lU
Af'.r--tt Lj.q 700
1012
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(M Of' CO AD)
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902241024 ..
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TAX 42 (Nl/2) LESS
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T~X 37 (N/llW'fl
TllltO ef(otch Is pro'tldOd(~~ I !l-I ,f1;4 - 9N - 2W)
In/ormation II is Iwl I~ I l{l nrgo, or your
rolalM to ihQ' . tondod 'l"'-.show ,II maltars
t prC'pflrll InGludino bO!' t I' II d
0, ami!, ,dimo/1siunr.. t':lsom~nt's' orl" 1m 0 J'L'L' ' C"
(o)r laC,'llion, r,/ bOllndMIIJ;, It Is ~ut ~ Pl1(1 o( Q, c:.,-- FER::; ON
OO!, I modlly I' , I ' nor
It Is ottl1cMd, '" ;',,'.;' (:~~~tl~me~~"or polley 10 which
If)' ,1n>' m"n''lr p; Il:,1~i I', lI.r~ of:.u~ts NO lIABILI1,
d11)1l1.J hlot r"a,'..... ~o u'" ',I' .' ;;',.0 .~tl. I, flt9farence
, 11,'rJrn1,llio!1. ... "oJ.(1 "lJrvey lo( IlIrll10r
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MEMORANDUM
TO:
FROM:
DATE:
SUBJECT:
-,,~
71: .....
l .\:
Michelle Grewell
Permit Cente~ ^ ,
Terry Duff -.jf-Y
May 20,1999
Fairmount Read
JEFFERSON COUNTY
DEPARTMENT OF PUBLIC WORKS
P.O. Box 2070
132:<' Washin9ton SI.
Port Townsend, WA 98368
(360) 385-9160
Frank Gifford. Public Works Director/County Engineer
In response to your request for the establishment of Fairmount Road adjacent to parcel
. #902241005. I have found that it was established in 1895. prior to statehood.
Please contact me should you have any additional questions or concerns.
.
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MEMORANDUM
TO:
FROM:
SUBJECT:
DATE:
Bob Hendersoq.A J
Terry Duff ~
Fainnount Road '
September 10,1999
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JEFFERSON COUNTY
DEPARTMENT OF PUBLIC WORKS
Please let me know if you have any questions regarding this matter.
P'Q, Box 2070
1322 Washington 51.
Port Townsend, WA 98368
(360) 385-9160
Frank Gifford, Public Works Director/County Engineer
100% Recycled Peper
This memo is being sent to you to clarif"; the right of way of Fairmount Road adjacent to parcel
902243045 in Section 24, Township 29 North, Range 2 West, owned by Gary Ganison.
In researching our records with Jim Wingler of Wingler Surveying, I have discovered that the
only documerlted right of way is that portion dedicated in the Noval< Short Plat of 30 feet (30 feet
from centerline) which includes the south half of the right of way. The north side of Fairmount
Road would be considered right of usage, the.t portion maintained by Jefferson County including
the ditch.
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JEFFERSON COUNTY DEPARTMENT OF PUBLIC WORKS
TRAFFIC SIGNING PLAN
ROAD NAME:
PARADISE BAY RD
ROAD NUMBER:
503608
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PARADISE BAY RD ~
SEQ.# POS,# M,P
01 1 2.280
SIGN DESCRIPTION
DESCRIPTION SIZE MUTCD # COLOR SIDE
WATCH FOR ICE 30"X30" W8-1601 81W LEFT
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COMMENTS:
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1"':,0 I'l1 {Jc...ETEO II-Ie;, -- ,/9 /2, 12~-
PREPARED:
DATE: 7/2/99
SIGNED: %d-?1f~~1
, APPROVED:
DATE: . 7/2/99
SIGNED: ~J(:I)A"KoM
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ROAD NAME:
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ROAD NUMBER:
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SIGN DESCRIPTI ON
SI:Q.# pas.. M,P ~S~ RIPTlnl< --SIZE MU co. -COLOR SIDE o1R~
02 2 0.370 35 MPH AdvllOI'Y 18 x18" Wl3-1' BIY Rt. N
02 2 0,530 35 MPH Advllorv lS"x1S" W13.1 BIY Lt, 5
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PREPARED:
DATE:
SIGNED:
APPROVED:
DATE: 1Vlffi9
SIGNED: - .Lluuq-i~
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WORK COMPLETED:
DATE:
GIGNED:
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": ....:,.:..'~~' ',,~-OF .'~ .~~'.;..t:..{ ~I
'TEMPORARY TRAFFIC DELAYS l'
4~~~~~=;
llIUlQ301 asphaIlpall:hingancl~ I
during 1M months 01 JUy and AuguSt on,
Paradise !la.. Road. Jeflerson Cou1lY I
RoadNlJl1'lb<lr55O:l609,'6oIIJJk8Road. I
eountyRoadNumber5053CJ9,$wanSOll- ,
villeRoad,CountyRoadNumber514009, :
West Valley Rd., Cour.Iy Road Number.,'
514109, andlhe Mill Road, County Road ,
Number 698619. Traffic delays are ex. ;
pected to be in effect U'1tiI road """inle- I
nance projects are compIe'.a. For ques- ,
lionS or more Information contact !he '
Jefferson County Departrnelll of PubI'lC
Works C 3a5-089O or 385-9160.
06398-11
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Affidavit of Publication
STATE OF WASHINGTON)
S5
COUNTY OF JEFFERSON)
SCOTT WILSON. being sworn. says he is the ;>obli""'" 01 the Pori
Townsend Jefferson County Lucie,. a _y ne_oper which h..
been ..stab Ii shed. published in the English languag.. and circulated
continuously as a W4ekly newspcppef in the town of Port Townsend in
said County and Slats, and fa, general circulelion in said county for
m~re than six (6) months prior to the date of the first publication of the
Notice "'ereto ~ttP.eI'I4d and that the said Port Tl]wnser.d Jefferson
County l.8adar was on the 27th day of June 1941 approved as a legal
newspaper by the Superior Cou.1 of said J.ffarson County and that
annexed is a trlJG copy of th~
County Notice of Temporary Traffic Delays
as it appeared in the regular and anti,. issue of said paper itsalf nolln
a supplement thereof for a period of ~ cdnsacutiv8 w..kl,
baginning on the --2L.. dey of. July 19~
& ending on tha -1L.. day of AURUS t . 19!2..
end that said nawspepe, wes regularly di.t.buted to Its sub.o.bo.. '
during all 01 Ihis period. That the full amount of $...2.2.J1.ll.-
hes b....n pold In full. at the rete of $9.50 ($0.00 lor 'aglll natlces
rGC4llved alee "leal 8f column Inch for each In"
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PAD.lECT. PIiOJEc:T TITLE RRO.JECT N.,.,..ER.
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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
August 12,1999
Marie Gallagher
337 High School Rd.
Bainbridge Island, W A 98110
Re: Shine Road
Dear Ms. Galla,~her;
I am responding to your request regarding the removal of the madrona tree which tell on the
beach in the vicinity of your parcel. The right of way in this area is 30 feet deeded by a road
waiver in 1909. Therefore, the underlying fee, or itemG such as trees, belong~ to the adjoining
property owners. The road waiver just gives us right to pass over, much the same as an easement,
SO we have no rights to any underlying fee and cannot remove items such as trees unless they are
a maintenarice issue.
Please contact me should you have any further questions.
Sincerely,
-.1~ ~
Terry Duff
Administrative Secretary
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JEFFERSON COUNTY
DEPARTMENT OF PUBLIC WORKS
P.O. Box 2070
1322 Washington 51.
Po,t Townsend, WA.98368
(360) 385-9160
Frank Gifford, Public Works Director/County Engineer
MEMORANDUM
November 8, 1999
Bruce Laurie
Aubrey Palmer //#
Shine Road, County Road No. 505409, Emergency Project X01.398, Request for
assistance - Emergency Slide RepairlNew CutvertCrossing.
During 1999 winter storm events a segmem of roadway along the southerly side of above
referenced roadway experienced a slide at approximate milepost 0.93 right. Emergency
environmental documents were originally submitted by maintenance. Response from WSDFW
for repair came back negative. Engineering was then asked to assist. Again the permit was
denied,
Time has past without repair to the roadway and it is an opportune time to again rethink the
methodology tor repair, Possibly rental of long boom excavator will reach the work area without
impact to beach area. Maintenance will assist as needed to accomplish this repair at your
convenience,
Also, recent installation of a utility conduit by others on the northerly side of the roadway,
exposed an old existing culvert crossing which had been previously been abandoned for reasons
unknown. Review of surface flows and ditch situation in that area indicates the possibility of
opening the crossing back up to provide relief for ditch water that traverses a great distance
otherwise. This would help alleviate ponding in the ditch and possible intrusion of surface
waters beneath existing roadway. Please contact me.
Cc: Mark Lopeman
Paul Wallr.rs
Rd. File: Shine Rosd, County Rond No. 505409
X01398
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DEPARTMENT OF PUBLIC WORKS
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PO. Box 2070
1322 Washington 51.
Port Townsend. WA 98368
(360) 385-9160
Frank Gifford. Public Works Director/County Engineer
MEMORANDUM
DATE:
November 8,1999
TO:
Bruce Laurie
FROM:
Aubrey Palmer /1~
SUBJECT:
Andy Cooper Road, County Road No. 505509, Request for assistance - New
Culvert Crossing
During winter storm events, floodwaters along the last half of mile of Andy Cooper Road follow
the northwesterly roadside, without relief for a significant distance, before entering Paradise Bay
Road roadside ditch drainage system. Storm waters from Andy Cooper Road, together with
waters of Paradise Bay Road, and intersecting westerly side roads of Paradise Bay Plat; merge
and run northerly to a low area culvert crossing and eventually into Puget Sound.
A new relief culvert crossing that would allow storm waters to cross easterly back into a natural
basin would be an advantage to alleviate continuos yearly roadway repairs. Downstream impacts
and culvert sizing would be necessary for this new culvert installation. Maintenance Department
would appreciate engineering assistance in finding a resolve to this yearly event and design for a
new relief culvert crossil'1g. Please contact me.
Cc: Mark Lopcman
Paul Wallcrs
Rd. Filc: Andy Coopcr Road, County Road No. 505509
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JEFFERSON COUNTY
DEPARTMENT OF PUBLIC WORKS
P.O. Box 2070
1322 Washington SI.
PorI Townsend, WA 96366
(360) 365-9160
Frank Gifford, Pubfic Works Director/County Engineer
July 16,1999
Bill Perka
do John L. Scott Real Estate
2219 W, Sims Way
Port Townsend, WA 98368
Re: Fairmount Hill Rd.
Dear Mr. Perka:
In response to your request for information regarding the status of an old road off of
Fairmount Hill Road running north to Government Lot 4 of Section 19, Township 29
North, Range 1 West, I have enclosed a map showing the approximate location of an old
road known as the Woodman - Fairmounl Road. I have also enclosed an approved
Application to Open Right of Way for a section of this road. As you can see from the
map, they only requested to open approximatelY 1:7.00' east of Fairmount Hili Road. The
remaining portion is still considered a private road, abandoned but not vacated
Please contact me should you have any further questions regarding this matter.
Sincerely,
-:iiA..M.j :<:k~
Terry Dutil W
Administrative Secretary
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"bject to the terms cHid conditions below, permission is hereby granted to
i~llcant to open ripht of Wily, Applicable provisions are denoted by an
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W',!\pplicant is aut'horized to cOll,;truct a private access road to his or
"rproperty in accordJnce with appl icable stilndards for priYate ,'oads,
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"eevent u~ers of the road wiSh to have the road maintained by the county,
.e.'usersshall ImpI'ove'thp. street to lIIinlmum county road standards.. or ".ay
Jrm"a road Improv(!ment,.diHrlct per RCW 36.88 to pay rar' the costs for
'Iprovements. "
7 :ApPl icant shall construct a rOadway
:ght of way will be located and staked
,ru~tton to county road standards, the
>un ty
to county r~ad standards. The
by the County Engineer, After con-
ne" road wi 11 be ilia inta ined by the
l,a~e': 'Appl tcant shilllpay tht: county onl'
removed ,from r iuht of way in o,'l!e,'
for future IlIIprovemt:nts.
hdlf the U1111 vflll,(! or timbe,..
to offset ~osts to the ~ounty
eOM;'EN~ED FOR APPROV,;L By _k~fJ:.
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DEP~ OF' PUBLIC: 1IClRKS
FILE:
ACTION REQUEST _ / /'
IlEQI.ESTED BY- .LJeYd .:JC./;/l~.(M DATE- V,';iV/'?'j'
AIXlRESS- /Sij t?~ c38r~ #Vf' E. PHaoIE NO. - '015-0- ~-3) - ,/701 7
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PERTAINING 'I'D- DOFFlc% OEl'lG/SURVEYB~ .....,NT. o EQUIP, MAINY_ o SOLID WASTE
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REQUEST 1"'Qft- _ ~
LOCA:"'CIN- AQIW _~llJ y/77,;!./,,k' Sr.
PROoIECT- PRD.IECT TITLE PRO.IECT N~R.
DESClIIPr'CIN- .//'Jp. !M,h.a-;CO/l /7/9.., A /,?;:J,4 h//;:" hcynE-- ,/J
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JEFFERSON ~TY
DEPAR'nENT ,OF PUBL I C WORKS
FILE
ACTION REQUEST
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DATE,
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REQUEST .'\:lR- 'R~
LOCAT ICW- ACAD NAJoE: 'POb--uJCiYl U.
ROAD NLNBER
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REFER TO- ,..j.p~ RESPOND BY, ~
RESPONSE. faD' Row - -I2d,~ ,/of., ffJ ;;!IS
WEVIElIED ~-
CCHTACR:D IUi:QC.ESTER 0 IN PERSON 0 BY PHONE rsr BY
DATE, .!5jJrJJqq'
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PREPARE EST 'NAne . I"tR - .
IIOCJl'E TO- I NIT I AL
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o .cONSTfWCTICW'l DIG, _ 0 ACC04-NTANT
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State of Washington
Deptof Natural Resources Pre-class: CLASS IVG
REVIEW ACTIVITY PACKET
(Subject to change based on reclass or new info)
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FPA #2602470
Received:
comments Due:
Decision Due: .
04/26/1999
05/09/1999
OS/26/1999
-1
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Risk Assessment Issue:
Risk Assessment Issue:
Timber harv w/in or across type 1-3 stream or RMZ
Timber harv within 25 feet of type 4-5 water
Legal: PTSOF of Section 6; T28R01W W,M.
parcel/Tax Lot #: LOT 3
County: JEFFERSON
Region: OLYMPIC
Operator: JACK P GERMEAU
224 ROSE ST
PORT TOWNSEND WA 98368
Landowner: JACK P GERMEAU
224 ROSE ST
PORT TOWNSEND WA 98368
Timber Owner: JACK P GERMEAU
224 ROSE ST
PORT TOWNSEND WA 98368
Assigned to: ROSS GOODWIN
Phone: (360) 392-2811
Sole owner
Phone: (360) 392-2811
Sole owner
phone: (360) 392-2811
-------------------------------------------------~-----
Sole owner
Ttax#: 800888888
This application is I FOR REVIEW ONLY - THIS IS NOT AN APPROVED APPLICATION I
-------------------------------------------------------
No TRAXS Flags
Within city limits?
Harvest within 500 ft of park?
Harvest within park?
Land platted after 1/1/60?
Intends to convert w/in 3 years?
Has Conversion Option Harvest Plan?
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packet created, 04/29/~999
ACTIVITY MAP
28 NORTH, RANGE 0\ ~EST ~WM ), SECTION)
28 IlOR1H. RANGE 01 WEST W.M). SECll0N fi
APPLICATIOIl ~ c60247
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MEMORNDUM
TO:
FROM:
DATE:
SUBJECT:
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K. Robert Henderson
Permit Cent~('\
Terry Duff ~
May 10,1999
Peterson Road
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
I am writing in response to your request for the right of way of Peterson Road and who
. owns the timber in the SE 14 of the NE 14 of Section 6, Township 28 North, Range 1
West. Peterson Road was established with a 60 foot right of way on May 3, 1924 via a
Waiver of Claim for Damages and Consent to Locate Road (Vol. 1 of Road Waivers,
Page 295) attached.
Please contact me should you need additional Information or have any questions,
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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:
December IS, 1999
TO:
Bruce Laurie
Aubrey palmer.A~
Old Eaglemount Road, County Road No. 508009 and Peterson Road, COlmty Road
No. 507109, Request for assistance - New Culvert Crossing.
FROM:
SUBJECT:
Near the intersection of above referenced roadways, storrnwater sheet flow and ponding are
being exj><.rienced upon the traveled way. Maintenance desires to install a new culvert crossing
to alleviate this problem. To provide a solution to intrusion of surface waters into roadway
structure, a new 18-inch diameter culvert crossing is proposed.
Engineering is asked to assist to review of culvert sizing, surface flows, ditch situations,
downstream impacts, and any right of way concerns that may necessary for new conduit
installation, Please contact me.
Cc: Mark Lopeman
Paul Walters
Rd, File:, Old Eaglemounl Road, CountY Road No, 508009
Rd:FlIe: Peterson Road, County Road No, 507t09 ,;r
C:\old_c\ml.c\Oruce OIlJ EaKldmounl Rond- new Culvert.doc
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DATE: April 22, 1999
TO: Bruce Laurie
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JEFFERSON COUNTY
DEPARTMENT Of PUBLIC WORKS
P.O, Box 2070
1322 Washington 51.
PorI Townsend, WA 98368
(360) 385-9160
Frank Gifford, Public Works Director/County Engineer
MEMORANDUM
FROM: Aubrey Palmer .II-Q
SUBJECT: Request for Right of Way marking, Yew Street, County Road Number 507509
Mark Lopeman has requested engineering assistance in marking of. right of Wl\Y l\long this roadway. It is
presumed that the roadway is not centered within the right of way limits, Ditching is needed along the
length, and right of way limits identified. Flagging, or lath staking is all that is necessary. If we could get
some assistance in this matter it would be greatly appreciated.
cc: Mark Lopenum
Paul Walters
Road Pile: Yew Street, Co, Rd, No, 507509
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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 Worl<s Director/County Engineer
MEMORANDUM
DATE:
December 15, 1999
TO:
Bruce Laurie
Aubrey palmer,4~
Old Eaglemount Road, County Road No. 508009 and Peterson Road, County Road
No. 507109, Request for ilSsistance - New Culvert Crossing.
FROM:
SUBJECT:
Near the intersection of above referenced roadways, stormwater sheet flow and ponding are
being experienced upon the traveled way. Maintenance desires to install a new culvert crossing
to aIleviate this problem, To provide a solution to intrusion of surface waters into roadway
structure, a new I8-inch diameter culvert crossing is proposed,
Engineering is asked to assist to review of culvert sizing, surface flows, ditch situations.
downstream imp:1cts, and any right of way concerns that may necessary for new conduit
installation. Please contact me.
Cc: Mark Lopeman
Paul Walters
Rd. File: Old Ealllemount \toad, Counl)l Road No, S08009~
Rd. File: Pelerson Rood, Counl)l Road No. 507109
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SENT BY:OLYMPIC RESOURCE MGMT 6-30-93
10:51
A Pope ReSI1H7US Camjll''''
TO:
Terry Duff
Jelfenoa COUDty Dept. or Public Works
COMPANY:
FAX NO:
SUlIJECf:
360-385-9171
Port Ludlow Properties
DATE:
Ill"\: 10 1999
'fOTAL PGS:
-1- , (including this cover sheet)
COMMENTS
Terry:
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13603859172:# 1/ 2
Attached 8le tbe two areas Ilwl WI: had prl:viously discuSllCd. 1 just nlled 10 know it'thcse
IIlC public righL. of way,
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From the desk 01 ...
Sue Schruuder
Project Admlnllltrator
P,O, Box 1780
POUIRbo. W A 98370
sucs@onninc.com
(360)-697-6626 ollL 549
Fl\II: (360)-697-1156
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DEPAR'IllI:NT OF' PUBL.I C WORKS
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ACTI ON REQUEST
..-ow:I!l'I"ED BY. '/no"! k ~1f11-rriO.y',
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PHONE NO."
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NAn_ 01" REQUEST- D'IN PERSON !sysv PtiCNE 0 BY L.ETTER TN<EN 8'(- .:;,'1LAAAA./J
PERTAINING TO. (StOFFICE:.O ENG/SURIIEY 0 ~ MAINT. 0 EQUIP. _INT. 0 SOLqD WASTE
IIfj;;QUEST 1'1:lR. o{..!Q..<.YI(.Juf iU')i:'->>'." "j I(~u.' ,:..n'f..,.',t
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LOCATION- RCW) NAME . ..n:J.tfi ,SlIC-ll.-J~ ROAD Nu.fB€~,1<...r7 M.P.
PAO.IECT.. PAO.IKCT T I TI.E FlAO.JECT NLMSER-
DESCRIPTION. APi:) -/'2,;R.f 1I,O-::fL-,.., APII r;(~II'5I(x4. 10./0""
ATTACH _ CR lIKET04
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DATE, _ q 1/ .~I "1<1
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MEMORANDUM
TO:
FROM:
DATE:
SUBJECT:
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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
Mark Lopeman f'\
Terry Duff ..::It-"
September 13,1999
Tala Shores Dr.
In response to your request for a drainage easement along Tala Shore Dr. adjacent to Mr. Bill
Fulton's parcel, I have found the ti>\1owing:
. Mr. Fulton owns 'fax 6 (Tract I ofunrecordcd Fem Bay) Parcel #821151004
. This parcel is adjacent to the Plat of Tala Shores No.3, Lot 32
e Lot 32 has a 10' wide drainage easement depicted in the Plat of Tala Shores No.3
I have attached maps to help you in locating lhe property and drainage easement. Please let me
know if you have any other questions.
I
,',
lOaol> Ancvclod Paper
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JEFFERSON COUNTY
DEPARTMENT OF PUBLIC WORKS
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P.O. Box 2070
1322 Washington 5t.
Port Townsend, WA 98368
(360) 385-9160
Frank Gifford, Public Works Director/County Engineer
MEMORANDUM
DATE: April 21, 1999
TO: Frank Gifford, Public Works Director/County Engineer, Interim
FROM: Aubrey Palmer .4~.
SUBJECT: Claim for Durnages, C-17-99, Swansonville Road, County Road Number 514009
The details of the above claim for durnages have been reviewed, At approximately 9:00 AM this mommg
Jeff Ackemlan, who works (jut of the Hadlock Maintenance Shop, was performing routine brush cutting
operations on Swansonville Road. An rock was picked up and thrown by the brush cutting machine
shattering the drivers side window of a passing 95 Ford Explorer driven by Gerry Hodkins. The driver
stopped and talked to Jeff Ackerma~ rp.garding the incident. Notification was given to the Hadlock Shop and
Claim for damages given. I recommend the claim be accepted,
cc: Mark Lopeman
Paul ,",'alters
Jeff Ackerman
Road File: SwaJl50nville Rood, Co, Rd, No, S 14009
C:\ald-c\ml.cICI.lm .cc.PI.nc. Aprl121, 1999,doo
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Port Townsend, WA 98368
OJcn llununRfonl, P;lth'i~' 2 ~Jc::h.,.d Wojc., os.a..ri~l 3
RECEIVED
MEMORANDUM
APR 2 1 1999
DATE:
April 21. 1 999
JEFFERSON COUNTY
PU8UC WORKS DEPT.
TO:
Frank Giffor;b Int.erim - Public Works Director
Erin lUndgrY'~
Claim for Damages
FROM:
SUBJECT:
This office received the attached claim for damages, #C.17 .99. Please
review the claim and submit a detailed written report and recommendation
to the Risk Manager David Goldsmith at your earliest convenience.
Thank you in advance for your timely response. Please contact me at ext.
102 if you hove any questions.
cc: David Goldsmith, Risk Manager
Public Works Shop
Pht>n" pc>OJ31l5.1)100 / I.ROO.831-2678 FllX (3GOFIIl,~.9382 JelIl.mr.((i{Co,jerrel'soll.Wl\,US
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TO<
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~~ ;,Of.-, '//'3J/I:/J~ . _ PDlST DULY &WOlIN ON OA1II,
_ AND IIA YI 11L\T 1 AN lH/l CIAIMAHr lIIlIUiIIlI AND IIIILIIIYB 11lIl CIOImINTI OF n/IS
CUUN TO III D.1JlI. I _r I'UIBII1' A ctADI JlO/l __ MAIN,", JBI'IlIIItSON
ClOUII1'Y. WASIIINOTOH, _ Ul'OH l1lll PCUDWIIIO 1NI'0blAl1ON AS a/!QUIUD IlY JCN
JI..s.CllO.
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NY MAILING ADDus.., Ac.TIIAL _INCB, ,uQ) ",om N\JIolBBII AT lH/lTBIE OF
I'ilESENTlNG AND fllJNO 11/1' CI.AIW '"
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MY AcnJAJ. IIJlSIPINCB DUlIIIO TIm IIlX (8) MONnl' IMMlIDIAT1lLY J'al0A TO 11lIl
TJIoII nul a.AJN ACCIlUED WAS: '
3ym .;J no"., /.';)c. /l'l/. S.( .,;"",.. 'E'~~J p/,o/ 96'.);1/
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1118 INClD8NT _ WIlIer 1 MAUl ClAIM AOAINIT l1III COUNTY CICIClJ/IUIl ON TRI
..:ALLDAY or :;v.,., .1t.22. AT 9'M A.M.,..... :
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l1IIIlNClDaNT 0CClJRlIIlD ATTIlII 'llUAlWINO LOCAl1ON,
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S. MY INJURY OR DAMAGES WEllE CAUSED OR HAPPEf'lED AS FOu.OWS:
,0 -"(Ie,/:' (It-l.t'''')' 6'1 iJu tf/.!/(J), (,(,1/.</1
<Z f,<:> ~,( y h~ eC?-7i duM {.)I/') J D c/ r?'" Y (V;~
6. nm NAT\J1tE OF THE INJURY OR DAMAGES I SUSTAINED ARE:
/!/ O.'7J E.
7.
THE AMouNT OF DAMAGES 1 sUSTAINED All.E ITEMIZED, (A BIU.INe Oil ;WO (2)
ESTIMATES OF TIlE cosT 01' REPAIRS MUST BE ATrACHED TO THIS CLAlM):
8.
THE NAME Of MY INSURANCE AOEf'lCY IS:
'" II / /~ cPl 6;/'0-:05
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DATED nns.::li- DAY Of - 41/.',,;'
.19 '1'9,
CLAlMANT
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TITLE (IF COMPANY)
StJB$CIUBED AND SWORN BEPORE ME THIS
DAY 01'
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NOTARY PtIBUC
(Al'PO!NTMBJon' EXPIRES:
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INVOice OATE YC:X:J - '-PI
Aprv2~-99 03:07P
GROVES & co. INC.
P.O. Bolt 120 . J 1084 Rhody Drive
Port Hadlock, WA 98339-0120
WA Slate License #Grove CI 120 J8
(360) 385.6282 . FAX (360) 385-6284
CJ:s f7yr~
SHIPPEO TO,
ADORESS:
crtY:
SOLDTO ~L~~ hvQ(f-\ ~::..
AOORESS_
.....OOIZED DUFIA~ONZ' 1 WHITE T ALMOND I eROWN GRA.., T pl\lMe I \l1"""t. ALUM WOOD CLAO
BiO ':)?'f Size IlAR GLASS ~9 SCR QRIOS PRIce EXTENSION
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NP.T "''''OUNT 1
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ROUTING:
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Estimate Report
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~Mlt1 v,KINn AVE, N.W. ".0, fin. SSll POUt.S80, WA 98370 tIT/MATI IIIIOIIT TOTAL .
>'(>ULSI:lO "97 ;l1no SReMEATON 377'2~J5 SEA TTLE 587.6585 CHANGES ISM 8I.d 'J
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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: May 26, 1999
TO: Bruce Laurie
FROM: Aubrey palmer -4~
SUBJECT: New culvert installation reviews, various county roadways;
As we discussed ye,'Jterday, 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 accomplished by engL.neering 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 easements across a mutual property boundary of
adjacent owners, together with construction permits from adjacent owners at culvert location, This
installation would 11.150 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 revisiting 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 pennits will be
necessary.
I am available at your disposal to assist with addressing these drainage issues, and thank you in advance for
your help with these matters. Attached please find Action Requests as received.
cc: Fronk Gifford, Public Works Direclor/Counly Engineer, Interim
SWlIJIlIonvillo Road, Co, Rd. No, 514009
Olete Point Rand. Co, Rd, No, 560209
River Dille Drive, Co, Rd, No, 300109
AtIlIch: Action Request, Olele Point Rood
Action Request, Swonsonville Rood
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PIIO.JEcr- _cr TITLE ./'l'I FlAO.JECT N..-ER,
DltSCRIPT.Qf.. 1A).4~ '~':'~L '-:;eOA-b~~' "'.J~IAJb. /.I',AJ""r2A2- .;f.A~AJ~~
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AESPOND !IV-
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MCCIMoCNDAT IaN.
PIlII:PAM IEIIT I MATE . JI'CR .
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JEFFERSON COUNTY DEPARTMENT OF PUBLIC WORKS
TRAFFIC SIGNING PLAN
ROAD NAME:
SWANSONVILLE RD
ROAD NUMBER:
514009
INST RZ-1 ON LEFT
ATMPZ.150
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WERNER RD
SEQ,# POS.# M.P
01 1 2.150
SIGN DESCRIPTION
DESCRIPTION SIZE MUTCD # COLOR SIDE
SPEED LIMIT 35 M.P.H. 24"X 30" R2-1 B/W LEFT
COMMENTS: (~OM..P(..r:rE[) 7 -/J-7-99 ~
PREPARED: APPROVED:
DATE: 7/9/99 DATE: 7/9/99
SIGNED: ~ ~ SIGNED: J)~ J<;JJ..ItII...t1
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~ ~,.,;,'_;,oi .',~.OF ,'- .:."'!.:......,~{ ,~
;jTEMPOFW\Y TRA.FFIC DELAYS ,1
riuy~=~~:
i1llllC601~pelchingandchlpseei1g I
during 1h9months 01 July and AugList Oni
Pamdise Bay Road, Jefferson Cou1lY i
Road Number5503609, Teal Lake Road, !
County RoadNurrbet505.'109,S\Yan!!On-
vile Road, CouillyRoadNumber514009, !
West Valley Rd., County Road Number I
514109, and the Mill Road, County Road' ,
Number 600ti19. Traffic delays are ex- i
pected to be in effect Lr11Il rtJ8d main!&- I
nance projects are CQ!1lPle!e, For ques- ;
lions or more Information contact the
Jeffer.son County 0epar1menl of PubI'lC '
Works '" 385-OIl900r385-9160,
06398-11
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Affidavit of Publication
STATE OF WASHINGTON)
SS
COUNTY OF JEFFERSON)
SCOTT WILSON, being sworn, says he islhe publisher 01 the Pori
Towns.-.nd Je"erson County Leecle" a weekly ne_oper wl1iell he.
bee" establishod, publi""ed in the English language and cin:ulaled
continuouslY as a weekly newspapQr in th9 town of Part Townsent.l in
said County and State. and for generaJ citcl.llation in said county for
more tha."1 stc (6) mor,ms prior to the date of the first publication of ttMa
Notice herwto attached and that th" said Porr Townsend Jefferson
County Leaderwa!ion tho 27th day afJune 1941 approved as a legai
newspaper b'1 the Superior Court of said Jefferson County and that
annexed is a truB copy ot the
County Notice of Temporary Traffic Delays
as II appea,ed in the ,agular end entire Issue 0' said pap"' it...II nalln
a supplement thereof for a period 0' ~ consecutive weeks,
beginning on the....2.l- dey a! July , 19~
& ending on the ..lL dey 0' AUllust , 1922,
and that ..id newspepe, was regularly distributed to its .ubscribe..
during all or this period. Thelthe tull.mount ar S 99 _ 00
has been peid In lull, ellhe rate ar $9.50 ($9.00 tor legal nolle..
received elee nlcal 'column inch 10' each In-
sertion.
Publisher
Subscribed and awom to before meihla-1.!..-daya'..!~
19...2il.
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DEPARTNENI" OF PUBI.IC WORKS
F'ILE
DATE-~'
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NAT~ ();' FJEQt&$T. IN PERSON 0 BY ~ BY LETtER T~ BY- I ,1'\ np
PERTAIPHNCiI '10. DOFFIa: DENG/sURVEY [E'AOAD _INT. o EQUIP, _INT. o SOLID WASTE
.-.~ paf- Ol\\I~~~
I-OCATI at. FICAD _ I ' ROAD NUMBER C) /;..J:m!2 M. P. ~
PRO.IECT- PAO.IECT 'l'ITLE: _
+-
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REVIEIllED BY,
. DATE.
RSON 0 BY PHONE 0 BY LETTER OONTAc:TED BY,
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JEFFERSON COUNTY
DEPARTMENT OF PUBLIC WORKS
P.D, Box 2070
1322 Washington St.
Port Townsend, WA 98368
(360) 385-9160
Gary A. Rowe, P.E" .Public Works Director/County Engineer
MEMORANDUM
TO: Gary Rowe, Public Works Director/County Engineer
FROM: Aubrey Palmer A~
SUBJECT: Aggregate deposit/removal 182 Rainier Lane, County Road No. 5\1409, Port
Ludlow Area
For your information, attached find copy of reimbursable expense request sent by Paul Walters,
Assistant Foreman who works at the Hadlock Shop, to parties described below. The letter was
sent requesting payment for the removal work accomplished by road crew on December 17"',
1999.
After Hadlock Maintenance Shop received a call from a private citizen at 5:00 PM, December
17, 1999, regarding material on roadway at 182 Rainier Lane in Port Ludlow, Paul Walters
visited the site, and found a load of drain rock blocking V. of one lane of roadway. Safety
devices were placed. Paul Walters held a discussion with adjacent owner, a Mr. Weaver who
was having landscap.ing work done on his property adjacent to the roadway. Mr. Weaver
immediately contacted his contractor doing the landscaping work, a Mr. Bob Bilinbridge with'
State of the Art Landscaping Company. Mr. Weaver notified Mr, Bainbridge of necessity to
move obstruction for public safety, Mr. Bainbridge stated that he would not remove the material
until the following morning,
J
Mr, Weaver and Mr, Bainbridge were informed that it was necessary to remove the material thr,.:
night and a County backhoe crew was called out to remove the pile from within the roadwa'j.
Both Mr, Weaver and Mr, Bainbridge were informed that cost for removal work would be
forwarded to them for payment, County maintenance expenses involved total $173.35.
Discussion with Mr, Bainbridge indicated that he would pay the bill if forwarded to him. If you
have any questions please contact me. '
David Goldsmith, Risk Manager
Iuelanne Dalzen, Prosecuting Attorney
Paul Walters
Sarah Melancon
Road File
Attach: Weaver Leller from Paul Walters, I/S/OO
Photograph,~
Labor and Material Costs
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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
01/05/00
William Weaver
182 Rainier Lane
Port Ludlow, WA 98365
RE: Material Remuval @ 182 Rainer Lane, Port Ludlow
Dear Mr. Weaver,
As you are aware on Dec, 17, 1999, Ollr office was ccmtacted by a private citizen at 5:00
P.M. concerned about material stockpiled Thursday, Dec. 16, 1999, on tire road at 182
Rainier Lane, County Road No.511409.
Upon my arrival at tlle site in question I found that drain rock was blocking % of one
lane (see attached pictures), Per our discussion It was necessanJ for public safeh} that the
material be remuved immediately. you contacted your landscaper Mr. Bob Bainbridge of
State Of The Art Landscaping and infonned him of the situation, lie stated he would not
remove the material until the following day. I infonned you at that time that I had no
choice but to call out an operator and equipment and have the material removed at your
cost, Attached is an invoice including labor and equipment costs.
If you lIave any questions you Clm coninct me at the Hadlock Maintenance Shop @ (360)
385-0890.
T~ you,
~~ L)~
'Paul WaIters
Assistant Foreman
CC: ~~~typrosecuting Attorneti's Office
Rainier Lane Road File, No. 511409
Bob Bainbridge, State Of The Art Landscaping
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DEPARTMENT OF PUBLIC WORKS
P.O, Box 2070
PORT TOWNSEND, WASHINGTON 98368
01-05-00
ACCOUNT NUMREA
Rainier Ln.
#51140
(360) 385.9160
William Weaver
182 Rainier Lane
Port Ludlow, WA 98365
.A. DATE
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AMOUNT ENCLOSEO S
RETURN THIS PORTION WITH PAYMENT
CHARGES AND CREDITS
Job Description:
Material Removal @ 182 Rainier Lane
Labor Costs
Equipment Costs
Administration Costs
Job Total
AMOUNT
$ 102.46
$ 42.00
$ 28.89
$ 173.35
PAY l.A8T ....MOUNT
IN THIS COLUMN
JEFFERSON COUNTY
DEPARTMENT OF PUBLIC WORKS
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ROAl) NAME:
JEFFERSON COUNTY DEPARTMENT OF PUBUC WORKS
TRAFFIC SIGNING PLAN
WEST VALLEY RO ROAD NUMBER: 514109
Becu.ite Lake Ad
_ volley Rd-->
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TYPE 3 BARRACAOE
-~ INST. ROAD CLOSED NEXT RIGHT
. AT MP 2.890
,~_ INST. W20,901
AT MP 2.850
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SIGN DESCRIPTION
DESCRIPTION SIZE MUTCD /I COLOR
01
2.850 TRAFFIC REVISION AHEAD 30'X30' W20-901
Nt:>' l(.,.fIr (!.GeS ":S
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COMMENTS: --L..(!)fV-.PLG'T'"ED t.f --~--9~
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PREPARED:
DATE: 4/9/98
SIGNED: tJ4~~~
APPROVED:
DATE: 4/9/98
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FILE
. ACTION REQUEST
RIlQtESTIED av-~"?) "'31/ ,wn Y DATE- fh-j/9-'7
1lDDRE1IS. '-It- 5' 3? We-Sf ,}A-L1..e- y tzJ>, PHONE NO.' 7 -::n'~ - "Y.5"?:?
r;;h~M- 0A:- ALT, PH. NO.-
NAT~ OF REQUEST. fEtl~ PERSON 0 BY PHONE 0 BY LET1'ER T.oIlI<EN BY- ~ ,,//<:4)
PERTAININGl"R). o OFFICE DENG/sURVEY 0.ROAD MAINT. o EQUIP. _INT. o SOL fa :-TE
REQtEST I"CIR. "j:J,-r-~ d~/,lj&-
LOCATION. ROAD _ qJ~ vIJ.}/e.y" IC:hROAD N......ER 5/"/ /.t>9 MP.
PRO.IEc:r _ PRO./ECT TITLE RRIOJECT NUMBER-
gESCRIFTIQII. ~Ab<<;Ib.E '"':b.7?..H-.E.~ ~~Nk -z;;- h../L- <'#;0 A~"..J
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RESPOND BY,
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JlEVIItW!l:D WlY. _ DATE,
CCHTAcnr:D _STER 0 IN PERSON 0 BY PHONE 0 BY LETTER QONTACTED BY,
JlElXlMoIINDAT ION..
....p"'* lI:ST IMAT1l: . _.
fIIOIIl'I: TO..
CI D I /lIl:C'I'CIR
o ASSISTNn' DIR,
o ROAD _1-
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o PLANNING ENGINEER _ 0
o ACMIN. ASSISTANT _ 0
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Affidavit of Publication w. ~y ~
STATE OF WASHINGTON)
SS
COUNTY OF JEFFERSON)
SCOTT WILSON, being sworn, seys he is the publishe, of the Pori
Townsend Jefferson County Leader, a weekly newspaper which has
been 8stab!ished, published in the English language and circulated
continuously as a weeldy 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 poor to the dats of th61 first publication of the
Notice hereto attached and that the said Port Townsand 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 truq copy of the
Public Notice - West Valley Road
.slt.ppeered In the ,egul., and entire Issue of sold papa' Itself nolln
o supplement lherGof for a period of ....2.._ consecutive weeks,
beginning on the _J.J:,!!_ day or Jul y , 19 99,
& ending on the ..lL day 01 Jul Y , 19 99,
and th.tlUlld newspape, was regUlarly distributed 10 Its subscribe,s
during all ofthl. period. Th.tlhe lull amount of $ 31 ,50
ha. be.n paid In lull, althe ,.te of $9.50 ($9.00 fa, legal nOlice.
,ecelved el 'd ) por column Inch la, each In'
.erllon.
Publi.he,
Subscribed and .wam to bato,e me th'.-1.i._ day 01 July
._-t!Ii .Ihv/I
atary Public In ond la' Iho Slale or Wa.hlnglon,
residing at Port Hodlock
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1TE~p6~~~~ ;:~~f;~~~~YS 1\
" ;TheP'~" ,\Sh<!/llbyri()\ifiedof_~, .1:,
iaty triIffic d8/8i!G Wring sChedule 1T.ainl&-
l1SI1C6018lJPha1lpalchinglll\d~1lng I
during therncY1lhs oIJlJy MIl AugUst On :'
ParadiSe Bay Ro6d. JefleiSOf1 County I
RoadNumber5503609,TeaJLakaRoad, I
('/.lIlntyRoadN~Irnb!...505309, Swanson- I
viIleRoad,CountyRoadNU!TIberS14009, !
Weal Valtl/ Ad.. Col.rtly floIId NumIle~'\'
514109,'and!he MiD Road, CoUnty Road'
Number 698619, TraffIC delayS are ex. '
p9Cled to be in effect U'1tiI road main!&- :
nanceplOjectSare~' Forques-,
tlonS or more information contact \he ,
Jefferson County DeparlrT16l1l of ~Ic '
Works c 38&OB9O or 385-9160.
0El39 8-11 ;
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Affidavit of publication
STATE OF WASHINGTON)
SS
COUNTY OF JEFFERSON)
SCOTT WILSON, being sworn, says he is the publisher 01 the Pori
Townsend Jellerson County Leade', a weekly newspepe' which has
been establiolled, published in the English language end circulated
continuously as !I wHkIy newspaper in tha town of Port Townsend tn
said County and Statal and for general circulation in said t;Qunt'j' for
more ihen six (e) months prio' to the dete oflt.. first publication 01 the
Notice he....to ar.achGd Sl".d that the said Polt Townsend Jaflarson
County Leede, was on the 27th day 01 June 1941 eppmved.. a lag"
newspape' by the Supe.a, Courl of said Jefferson Counly end "'at
annexed is a true copy of the .
County Notice of Temporary Traffic Delays
as it appeared in the regular and enti~ issue 0' said paper itsalt not in
a supplement thereot for a period of .~ consecutive w..k.,
baglnnln9 on the .Jl- dey 01 July . 19~,
& ending on the ....l.l.- dey 01 Aull.us t , \9.2.t
and that said newspape, wes reguleriy distributed to its subscnbe"
during all of this period. Thetihe lull amount of S 99.00
has be.n paid In full, at the mt. of $9,50 ($9.00 for reg" notices
,ecelved .ree nlcol ,d e' CCllumn Inch fo, each In-
sertion.
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DEPARnENI' OF PUDL.I C WORKS
FILE
ACTIOft REQUEST
DA~. 9;/ Z-~h9 ,
_as. ,ytt,55 /-L)iEs;-t4IIE...Y~ PHClNENO,. 7:SZ.-Q5"7?
/'"' t./,1J'o Pr'~~ I ' ~'A- '71=?:Z;)t, A1.T. PH, NO.-
NATlA'iE OF IlEQI.EST. lEJ-m PERSCiN 0 BY PHC:IU: 0 BY L.ETTER TN<EN BY- ~ Ad
PEWfAININCil'l'O. DOFFICE ~/SURVEY OO-ROAD MAINT. 0 EQUIP, MAINT. 0 SOLID wASTE
REQlEST FCIR. .42S4-~~~ C!:Rc~'" ~..rJ/~
LOCATlaot. RQlU)NAME uJ. 4//6Y 7<:r> ROAD Nl.IMSER 'fi1!5'FY/D9' M.P. S,t)
RElQUESTED BY. ~.o--:S E..., N "h Y .
PRO.IEC1', PIIDoIECT T I TL.E
RROJIEcT NUMBER-
DESeR I prJ' I ao.I ..
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ATI'ACH _ OR SKETCH
REFER TO. /JI.lM.K:.L. /-;ff'1e.ue.E LII."'~..N!5. LAv"B lj? RESpOND BV-
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RESPONSE ..
REVllnn:D BY- I'1Avt.~ L. DATE- '1131:>) q'l
ClCNTACTEO -'-&TERPIN PERSClN 0 BY PHONE 0 BY L.ETTER OQNTAcTED BY, ~I<:. L.
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O DIREcrOR
o A8II1&TMn' 01/1.
o fIQAD Sl..-vl SCR
INITIAL.
o CCNSTRUC1'ICN ENG. _ 0 ACCOUNTANT
o PL.ANNING ENGINEER _ 0
o ADMIN. ASSISTANT _ 0
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September 29, 1999
Mr. Bob Bundy came into the Hadlock Maintenance Shop on September 29,1999 at 7:30 AM. Mr, Bundy
was seeicing information on scheduling of gravel trap excavation. Paul Walters stated that his project is
priority and is scheduled, and will be first on our list for completion following equipment availability,
Mr. Bundy stated that the 90 degree culvert crossing beneath West Valley Road back flows into roadway
ditches and adjacent fields during high waters in Chimacum Creek. Mr, Bundy asked is it was possible to
plug this culvert to alleviate the backwatering into roadway ditches and fields, Provisions were made years
ago across his field for sheet flows to drain to road ditches and continue to flow northerly along the roadway,
thence easterly in a manrnade channel to Chimacum Creek,
It was explained tbat this culvert crossing is a hold over approximately 40 years ago when creek waters
during storm events ran northerly along the easterly road ditch, then westerly back across the road into the
westerly ditch, then flowed southerly back through the culvert into Chimacum Creek,
Mr. Bundy was informed that prior to any modification that engineering would take review the situation and
provide elevations to ensure that this culvert was Dot necessary. The culvert crossing is located at
approximately M.P. 5,0 West Valley Road ano immediately southerly of Mr. Grondahl's driveway.
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EINlRONMENTA~ HEALTH
615 SHERIDAN
PORT TOWNSEND WA ll83e8-2478
360-385-9444
Case #
Name of person receivfug report W ~
. Co rv\.pJete-IO{-7(Cf9
COMPLAlNT/ACDONREQUEST -..
FORM .,
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Name/address of person reporting A ~ .L ~
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Phone 7 '7 6 - if S"9 2-
Anonymous ., Yes 0 No ~ . I OCT 05 1999
Notifyof~ Yes.pc- N,O 0,. . ':,../- .', JJ ~,'., " /1:> ~ '.-
Location ofprobJem address 2. 'is' 0 r ~ U~ __ [l , J,EFFERSON ,COUNTY
- 1.!..C?..~onIEG D~PT,
Name/address of person causiDg complaint
Name
Address
Phone
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Water Solid W8IIte Sewage Food Other
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Ty.pe of complaint
Suspected Physical Code
Dlness Conditions Violation Other
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H:\EHlRA YMA\COMPLAINT SHEET (4/99)
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JEFFERSON COUNTY .
DEPARTMENT OF PUBLIC WORKS
P.O. Box 2070
1322 Washington 51.
Port Townsend, WA 98368
(360) 385-9160
Gary A. Rowe, P.E., Public Works Director/County FEflginoor
MEMORANDUM
January 28, 2000
Gary A, Rowe, P,E., Public Works Director/County Engineer
Aubrey Palmer ,Aff
Claim for Damages, C-I-OO, Larry D. Hulton, West Valley Road, County Road Number 514109
The details of the above claim for damages have been reviewed. In 1999, a portion of West Valley Road was
reconstructed blick to horizontal and vertical grade within the area described in claim. Crushed surfacing top
course was applied to shoulder areas and compacted. A chipsealed roadway surfacing was applied, which
appears from a distance to be similar in appearance to shoulders area. No fogline is necessary based on existing
speed and width for this segment of roadway, I recommend the claim be denied,
cc: ~
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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
Memorandum
To:
Aubrey Palmer, Operations Manager
From:
Paul Walters, Assistant Foreman
Date:
01/27/00
SUbJcc1':
Claim # C-I-00/Larry D. Hulton
I have reviewed the claim submitted by Mr. Hulton and would like to provide
information that is pertinent to the processing of this claim.
In the summer of 1999, West Valley Road, County Road No. 514109 was
rebuilt and resurfaced. Shoulders were restored using material that meets
Washington State specifications. Per R.C.W. the speed limit on this road is
, set at thirty-five miles per hour (35MPH) and by law we ore not required to
have fog lines on this type of road.
Road shoulders this time of year tend to be soft due to water saturation.
Mr. Hulton left the road at approximately M,P, 2.56 while traveling around a
corner. The road has been repaired where Mr. Hulton went into the ditch. I
would like to recomm~nd that this claim be denied. If you have any further
questions or need more information please let me know. .
cc: Mark Lopeman
Chavonne Lilly
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1820 Jefferson Street
P.O. Box 1220
Port Townsend, WA 98368
Glen Huntingf'ord, District 2 Richard Wojt. District 3
MEMORANDUM
DATE:
January 18, 2000
FROM:
Gary Rowe, Public Works Director
Leslie Locke 4
Claim for Damages
TO:
SUBJECT:
This office received the attached claim for damages, #C- 1-00. 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: Counfy Shop
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Phone (360)385-9100 / 1-800-831-2678 Fa.'!: (360)385-9382 jelTboca{j;co.jeffer90n.wa,us
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C1aim# (:-1- DO.
CLAIM FOR DAMAGES
This ClAim Form is provUWI solely as all accomtflO{/alwn to claimanls. tutti the CDlUll}' nu:kes rtO ~el\JOIions
as to its legal sufficiency, Responsibi!ity for complying wirh all requiremelllS of StOle law regarding claims restS
wirh the clAi17lQ1tl, No ColUll}' Emp/oyt!e is aulhorized ro advise a claimanJ in completing this form or reviewing
irs sufficiency. The CounlY erpre.ssly di.sc1Aims responsibility Jor any such advi... or review. (1f more space is
needed to answer any items. OItach addirional sheers and specify rhe item 1UJ1nbu.)
TO:
RISK MANAGER
JEFFERSON COUNTY COURTHOUSE
lll2.O JEFFERSON STREET
P.O. BOX 1220
PORT TOWNSEND. WA 98368
JAN 18 2(l(iC
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STATE OF wASHINGTON)
, . ) SS ;i.~~:.:::S':".... :~i~~..iN~'(
COUNTY OF JEFFERSON ) iJOi~;<~: ,)!' ;:CI;I:,\,~S\0~Ji=,',~
ha..~ D. JJzJ-kr,.) '. BEING FIRST DULY SWORN ON OATH.
DEPOSES ANItSAYS THAT 1 AM THE CLAIMANT HEREIN AND BELIEVE TIlE CONTENTS OF THIS
CLAIM TO BE TRUE. 1 HEREBY PRESENT A CLAIM FOR DAMAGES AGAINST JEFFERSON
COUNTY, WASHINGTON. BASED UPON THE FOLLOWING INFORMATION AS REQUIRED BY RCW
36.45.020:
\. MY MAILING ';;;'j)RESS, ACfUAL RESIDENCE, AND PHONE NUMBER AT THE TIME OF
PRESF.!'!TI;.;a AND FILING THIS CLAIM IS: n. <; r I. .
cr;)Oi rhCli'Y'A: p! Tdl--> lvJ~~.:::!) / /J
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2.
MY ACTUAL RESIDENCE DURING THE SIX (6) MONTHS IMMEDIATELY PRIOR TO THE
TIME THIS cLAIM ACCRUED WAS:
S.4 m~
3.
THE INCIDENT FOR WHICH 1 MAKE CLAIM AGAINST THE COUNTY OCct1RRED ON THE
.4.:J.- DA Y OF p"........ " 19!1!L. AT ..;;I,di:' P.;Y},A,MI(!!)
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4,
THE INCIDENT OCCtJRRED AT THE FOLLOWING LOCATION: ,~ j -I f;'
c.verY Y.-d.tJ.et; Rd. j'Y1: IlL wtJf' nflI--J i\-H'f<U"l A /P"~.
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MY INJURY OR DAMAGES WERE CAUSED OR HAPPENED AS FOLLOWS: .J ~ -::t J
~Lr~ R.,l -evl If, 'p'..I-o?-ve-J 0-,....', f- tCoJ/ M .I1Il>~~:>' 0.< e.-~~ /)
p~ /if A/:-"...S o^-/?#.- "FJ-cJ~ PAJ'J t.u ,{.Ie,) S'.....,J.. ~---I "eJd>H SJ/ a
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THE NATURE OF mE INJURY OR DAMAGES I SUST~ ARE:
?a A~ -~cVJtB- -tA:w,,- ~:SA.ooJ ~ -ae,d~~7-
6.
7.
THE AMOUNT OF DAMAGES I SUSTAINED ARE ITEMIZED. (A BIl.UNG OR !WO (2)
ESTIMATES OF THE COST OF REPAIRS MUST BE A1TACHED TO nus CT..A1M):
,..0:> T Wo-J.- -th R "'17"'-/ ...... ..
8,
THE NAME OF MY INSURANCE AG.ENCY IS:
4~~] ~..,..,..............- ..se,r~
P{)..l3tT!' sSI
DATEDnnS~DAYOF f;~~ ,~~
CUlM~4~
TrJ'LE (IF COMPANY)
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SUBSCRIBED AND SWORN BEFORE ME nus I? -'\"..... DAY OF 3' OM · .1lrl. f
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NOTARYPUBUC '
(APPOINTMENT EXPIRES: S' 2. 9 ~ 0 3,
DEBBIE H. EVANS
NOTARY PUBLIC
STATE OF WASHINGTON
COMMISSION EXPIRES
MAY 29,2003
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Milepost
Sequencer
SHOO
01.385 .
01
Shape RND
Material PCC
coating CON
Span/Diameter
Rise
Length
Offset to Inlet.
Inlet Side
End Treatment
Water Depth
Depth of Covel.-
Skew
Slope
Drop
Last Inspection
Inspection Interval
Action Required:
Date Act#
01/06/1999
Activity History:
Date Act#
01/06/1999 542,5080
08/20/1994 542,6080
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Road Name
Location
(Reference Information)
EGG & I RD
.225 mi W of BISHOP HILL RD
Waterway Carried BISHOP FARM WATER SYSTEM
ROUND
PRECAST CONCRETE
CONCRETE
1. 0 ft
1.0 ft
39 ft
NO ft
L
NO
ft
ft
84 degrees
%
.5 ft
01/06/1999
mo24
Conditions
Channel: Culvert:
Scour 7 Barrel 6
Embankment 7 Headwall
Drift 7 Wingwall
sil ting 7 Settlement
Vegetation 7 Cover 7
Waterway: Roadway:
Opening 7 Shoulders 7
Alignment 7 Embankment 8
Scour 7 Pavement 8
Pg 1/2
<Ctrl-N> to insert new line
Comment
THIS IS #1 OF 2 CULVERTS THAT ARE
OVERFLOWS FOR THE OLD BISHOP FARM WATER
SYSTEM. INLETS ARE BURIED IN DRAINROCK.
<Ctrl-N> to insert
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RSn By
INVT ENGR
INVT ENGR
Activity
Inspection of bridge and culverts
Inventory
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01.387
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Location
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.223 mi W of BISHOP HILL RD
(Reference Information)
Waterway Carried BISHOP FARM WATER SYSTEM
Shape RND ROUND
Material pce PRECAST CONCRETE Conditions
Coating CON CONCRETE Channel: Culvert:
Span/Diameter 1.0 ft Scour 7 Barrel 6
Rise 1.0 ft Embankment 7 Headwall
Length 44 ft Drift 7 Wingwall
Offset to Inlet 18 ft Silting 7 Settlement
Inlet Side L Vegetation 7 Cover 7
End Treatment NO Waterway: , Roadway:
Water Depth .03 ft Opening 7 Shoulders 7
Depth of Cover ft Alignment 7 Embankment 8
Skew 84 degrees Scour 7 Pavement 8
Slope %
Drop .5 ft Pg 1/2
Last Inspection
Inspection Interval
Action Required:
Date Act#
01/06/1999
Activity History:
Date Act#
01/06/1999 542.5080
08/20/1994 542.6080
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01/06/1999
mo24
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Comment
THIS IS #2 OF 2 CULVERTS THAT ARE
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MEMORANDUM
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
TO:
FROM:
DATE:
SUBJECT:
Aubrey Palmer, Operations Manger
Paul Walters, Assistant Foreman
Terry Duff :.::iIJ'
October 15,1999
Egg & I Road
In researching the records for Egg & I Road regarding the spring seeping into the roadway, I have
found the attached Water Right Claims.
I was unable to uncover any sort of drainage map for this a'elil,
Please let me know if I can be of further assistance.
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10:42
DEPT OF ECOLOGY, PERSONNEL
001
FAXNUMBER_-
FAX COVER SHEET
wuhinston Dept. ofBcology
Southwest ReJional Otl1cc
P,O. Bo" 47715
Olympia, WA 98504-7775
Pbone: (360) 401-6300
FAX: (360) 407-0284
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B. ANNUAL QU^NfIlV (lAIMID '1(, ~ ,: I/Y~(tf ('f,f 1"~:rySl~~~LV USEO--.:.J..J.
c. IF rOA IAftIG^"ON. ACRU CLAIMEP. N (\ PRESENTlV t...IOAT'O
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" DATf Of FI~S' PUffiNG WA1E_ TO USE: MONTH
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DEPT OF ECOLOGY, PERS(lN'.EL
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1,."dace water. pfcpc IfldfnlC JClWrc'C:; &''VC ftlUnG It IcnctW.,;
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'-'.e.~?fl:/;"'c..
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. (01",.0Int 0' pl.., rtr m'ldhhm)
In iddllfon, ple.1e 'llCiIelle 5...J..s.... T..~-.;..'1....l'I.. R,_/.__e(!j)w,M,
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DO MOl' IIIIl TillS SPACE
Tbt IU", 01 . '111"""11( or cl.lm \IOn mil ~"'''th''l. _n ""jwlu.
lion or ,nl rlaJm 10 thO 'I&hl 10 1110 cf w.1tl" II~ htlWftn the 'W.tlr
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~;: ::;:;~., OIhe,.. fhll'MknowktlCmont con.llu"e. "ftlpl 'f,
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3) ~~.I "",,"plinn "r land. un which ",.t., I, """I: 7hc.EJJl4H:~1L....LJ.e4-jJfJJJ!..t!Jrrtl.'t..t..... ....
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daft~' ,u'y (IAlm 10 'ho rIS"" IP UN~' wlIlt,.. '" ""\1'"" "If w"ll"
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113:45
DEPT OF ECOLOGY. PERSONNEL
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c.uv"",.. IIo<oaD No.__. ..>>........ . PAllO No.....A114 .
STA,.."" WAllllQlOIOII', CovJtIT 01'..., '__'"
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cmTIFICATE OF SURFACE WATER RIGHT
fh .-..... .... ... "..,...... '" n.,w m. '-a .. .........,...,......-...-.. 00INIe...........
... "..,.... '" ...... ........ ~ WaW __ ..........1
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of _... ........ .. .....__. .. , Sl4o'..'....._..............._-_......_.""'........
~ol CO 'A, .,,-,..CfDn ot tM Skltt!' S\I)W"Vlavt oIW8&ft" ItAOUl"t'ft 1;1 WGlhIRpCml, 01. n,JItCO Ilia tile
of u.. ....,... 0'. ..--'..........
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u>Ilh poift, ... poItIu of 4"'....1" ..I,1m> Ih. .. .JIIl" 1\I1...L.. ....... -.. . ... - .-.--
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..-..-....... ..I'~IC No.. 611r'1'. wu..r bv I,," S'.I~ S..".,.,v... 0' W..... ll_.:_
d..,.W ""'" Co '''~ 'MH' 01 NCd UJf.lolT, hu flem perlf'drd' I" aet'O'r"deftCt cotr" flit kw. of Walllt"flon.
_ 10 "-"bv "'~no:oH ~11 II.. S'.I. s.pon>lIor of Wol... II......... 0' W... .....~ ...., ..1Crft..,
mor<IlII VoI__ .20.. ,0' ".g.. ..&fll4. . ...'ho. .~. ll<lll 0' .._._IIIalI_.___......
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10/13/99
113:46
DEPT OF EcOL.OGY. PERSONNEL
5T~1t: OF "'I . 'tOTO"
l)i'^M~IENT Ut' t~LO<:Y
CERTifiCATE Of WATER RIGHT
o Surfa<:a Wd1cr ~~"'(,C==:::t,t':I~~':::t=r:t':':'C::;,~:t=.:)t."''''''
(!) Ground w.wt ~~~-:::I~~=t~:~o;=::I='.I~'=~~:"I::r~Jt"'''.fMI
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e 1...2'441.&
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,,'l:~"~"s::,&~.tJ>: ~'i'l~.n.. \J..~1"8t.n II"'" 9837" "..too<'
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$I,b~' to ,It, P'O~IIIo"J c'(m'~'t'td In tilt ',,,,rlt Issmtd by ,ht i!tP",.tm~"1 01 EtaIOlI. tlIld rlulllflld ,i"" 10 "J~
IIJt 01 said 'tl'G/rr# liaS b~~" !Hrft~lrd tn G<<o,djll!C'< nltlfl (h~ IoWI 01 r~ Sttlfr of 'Washin,IOll_ G"d I' IItrebJ' toll-
fl,~d b)' ,,~ J}tPG"nrt", of &(Tl/urt UIff} ~1I'rr~drJf rtro,1/., lito",".
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= LOCATION Of OIVIMION/WITHbIl_WAL
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.l~ f..to Q,o'tt.l\ 41\\4 100, t..t cad r..Ct~ ~he SClu~..ut..r ~,..n.r 01 Glld.fon ]5
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'-!OAL QESCRIPTIO
The wat 165 fAot of tho south J:to foee of ch. sw1cl!lRf AND to.". \\01'\\\ 80 C..to of t:ho couch
330 fwet ef tho 'OI' 3)0 r.et of th. sElcSWlCl ALL boln, v1th~n s.etton .35. T. 29 N.. R. 1 w.\/.If.
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10:47
DEPT Cf" ECOLOGY. PERSGINEL
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PROVIIIONS
The acr.et.. port ., raqutl'fld on YOUl" vernll: tth.:aU be alDlntd,nfd Dt :1111 elmeD,
n., ",I,' It>> "'f' lIlt ul ",~ l1'UI." "/u,,.,,} ","by c(lII/lfmrU II'fIU/Cft" 10 "" ft",ds Of plact 01 Ullllt,alll
d'/<',Ibed. .~<rpl" p'Q.,d.d", II("W 90.0J.J80, 90.0J.J90, ,,,,190.44.020.
,ta,. cerUtlelllt.. Clr ..'f" "...111 ,,, .."veffu:all,. .ubl~r en tollnllll..bmel'll (or nun"... Dr w..h.,.. pmyideod JIt flCW
'D. 'fo 110.
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08:37
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DEPT OF ECOLOGY, PERSONNEL
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FAX NUMBER
FAX COVER SHEET
Date: /0/1 Time:
TO: /' ljl' - cfe
FROM: uherc (1/11'[0/1
REMARKS:
- mv lIJev..;is- ()...J.e.
~ It} I(!JOf' Ic.All. K-fa:d.Uv - 60 vVCLL /-~Y ~
Wasbinston Dept, of Ecology (0) 1.:5oc9-VI a.AJ.d...tl ftAGCA-e'l-I..-<"-,b
Southwest Regional Office ../lJI. .Y.J~&0 - r.lt?;o~ .$ t1- 'I" U.I'5C~ "'-fA-
P.O. Box 47775 r (./ .. CJ () J
Olympia, W A 98504-7775 r:::5(::; rr f/)( I
Phune: (360) 407-6300 U
FAX: (360) 407-0284
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Affidavit of publication
STATE OF WASHINGTON)
SS
COUNTY OF JEFFERSON)
SCOTT WILSON. being sworn. says he is the publisher of the Port
Townsend Jetferson County Leader, a weoklv newspaper which has
been established. 'published in the English language and circulated
continuously as B wsekly newspaper in the town of port Townsend in
said County and State, and for goneral circulation in said county (or
mcro than six (6) months prior to the date of the first publication of the
Notico hereto attached and \hat 1he said Port Townsend Jefferson
County L.aadar was on the 27th day of June 1941 approved as a legal
newspaper by the Superior Court of 'S8\d Jefferson County and that
annexed is a truO copy of the
County Notice ot Temporary Traffic Delays
as It appeared In the regular anrlentira issue of sold paparltsolt not In
a supplement thereof for a period of ~ consocutive weeks,
beginning on the....2.l- day of July . 19 99.
& ending nn the,-11- day 01 Aultust .1999.
and that said nawspaper was regularly distributed to lis subscribera
during all of this porlod. That the full amount 01 $ 99.00
h.. been paid In full. at the rate of $9.50 ($9.00 for logal notlcss
racelvad alae nleal r d er column Inch tor each In.
sortlon.
Publl.hor
Subscribed .nd swom to before melhls---1L day 0' -~
19..22
1"/
olary Publlo In and lor tho Slllt. 01 washl;(gi;".
residing at Port Hadlock
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JEFFERSON COUNTY DEPARTMENT OF PUBLIC WORKS
TRAFFIC SIGNING PLAN
ROAD NAME: VAN TROJAN RD
ROAD NAME:
520009
W. VALLEY RD ->
DOUBLE
DOUBLE , ,W1.fJ/MP .490
W1-8/MP ."96 .a:. \ _ _ W1-8/MP.11l'
'-.-+/ '\ ~ _ _ W1-8JMP .124
REMOVE EXIST. W1-5L UP.800
- ..
R2-1 (S.L25 MPH) MP.950 _ _ ~ R2.1 (SL.25 MPH) MP,A10
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..( Wl"R/Wl3-'C1SMPHADIIJMP'.06 _ ,,'::' f,
W11-2MP1.93 ' W11-2MP1.1S__--...... ~J
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R2.1 (S.L.25 MPH) MP 1.ba ,,"
'.
( NOT TO SCALE)
SEa:" SIGN DESCRIPTION.
POS.~ ...." DESCRIPTION SIZE MUTCD # COLOR SIDE DIR.
1 1 0.117 CHEVRON MARKER 18"X24" W1-8 SlY LEFT SIWEST
1 1 0.124 . CHEVRON MARKER 18"X24" W1-8 SlY LEFT SIWEST
1 1 0.490 CHEVRON MARKt:R 18"X24" W1-8 SlY RIGHT EAST
2 2 0.490 CHEVRON MARKER 18"X24" W1-B SlY RIGHT SOUTH
1 1 (l.496 CHEVRON MARKER 18"X24" W1-B SlY RIGHT EAST
2 2 0.496 CHEVRON MARKER 18"X24" W1-B SlY RIGHT SOUTH
1 ' , 1 O,BOO~ REMOVE EXISTING WINDING ROAD LEFT .
1 1 0.810'.... '. SPEED LIMIT 25 24"X30" R2-1 BfW LEFT SOUTH
1 1 0.950 SPEED LIMIT 25 24"X30" R2-1 SfW -I23F:r ttr NORTH
1 1 1.060 WINDING ROAD RIGHT 30"X30" W1-5R SlY RIGHT NlEAST
2 2 1.060 15 M. P. H. 1B"X18" W1-13 SlY RIGHT NlEAST
1 1 1.150 PEDESTRIAN ( SYM ) 30"X30" W11-2 SlY RIGHT NlEAST
1 1 1,630 SPEED LIMIT 25 24"X30" R2-1 BIW LEFT NfWEST
1 1 1.930 PEDESTRIAN ( SYM I 30"X30" W11-2 DIY LEFT NfWEST
'1;, j,
~,.. /' "'^..p/ ~..,..,,::.() 4- -SJ.. q ...q 7 ~ ~
COMMEN13.~; '.
PREPARED:
DATE: 11/7/96
SIGNED: "2~~"'d
APPROVED:
DATE: 11/7/9B
SIGNED: ~-/<.:.d<Af
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JEFFERSON COUNTY
DEPARTMENT OF PUBLIC WORKS
P.O. Box 2070
1322 Washington 51.
Port Townsend, WA ~8368
(360) 385.9160
Klara A Fabry. PE.. Public Works Director/County Engineer
December 17, 1998
'Mr. Kirk Salvatore
P.O. Box 362
Chimacum, W A 98325-0362
Re: Drainage conditions on parcels 901144001 and 901144002, Ole Torkelson Road.
Dear Mr. Salvatore:
Approximately 650' from the intersection of Ole Torkelson and Center Roads, a surface water drainage
concc;m presently exists on the above referenced properties.
At present, water flowing from the adjacent ridge collects in the ditch on the south side of Ole Torkelson
Road. Flow continues south in the ditch, eventually crossing over the road surface. This situation is
potentially damaging to the road due to saturation and softening of the structure material.
Jefferson County Public Works desires to install a 24" culvert at this location. Installation of a culvert will
move the presently existing drainage under Ole Torelson Road in an efficient and safe manner, without
excessive saturation. Further, no additional water would be introduced to your properties, as the proposed
culvert installation would simply enhance the existing drainage course. Attached is an assessors parcel map
showing the approximate location.
Thank you very much for your time and consideration, Please contact Ken Cook of Public Works
Engineering at your earliest convenience regarding this matter; if you so desire, a site visit can be arranged.
In the event this work is performed, an appropriate document will be created to record the existing nature of
the watercourse, as well as address any necessary construction access issue.
Sincerely,
. Y?f/
Vv2~ ;:-;;5'
Klara A. Fabry, P,E.
Public Works Director/County Engineer
Cc: Aubrey Palmer
Ole Torkelson Rond File
100% Recyclod Papor
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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 Engineer
MEMORANDUM
DATE: April 15, 1998
TO: Klara A. Fabry, P.E., Director Public Works / County Engineer
FROM: Aubrey Palmer .1/-#
SUBJECT: Proposed new cross culvert installation, Ole Torkelson Rd., County Road No.
521109, Vicinity M.P. 0.10
Maintenance department is requesting placing a new 24" x 32' cross culvert within above
refffl'fflll'el! roadway. Attached please find completed analysis for pipe sizing. Beginning M.P. 0.50
right and continuing to M.P. 0.10 right, approximately 250 of new ditch construction will also be
necessary along the southerly shoulder of the roadway,
Right of way limits will be verified. Review will be accomplished to identify necessary
construction permits from adjacent landowners, ifneeded. Adjacent owners to be notified of
installation.
CC: Murk Lopeman
Co. Rd. File: Ole Torkelson Rd., Co. Rd. Nn. 521109
100% Recyoled Papor
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~mall enough that they fit entirely on tl:e CADD drawings for the project. In these
cases the basin can be digitized on the CADD drawing and calculated by the com-
puter. Any areas within the basin that are known to be'non-contributing to surface
runoff should be subtracted from the tolal drainage area.
':;(The USGS has published two open-file reports titled, Drai1U:lge Area Dorafor '.
Western Washinglon and Drainage Area Dalafor Easlern Washinglon. Copies of )
these reports can be obtained from the OSC Hydraulics Branch and the Regional
Hydraulics Contacts. These reportS list drainage areas for all str~ams in Washington
where discharge measurements have been made. Drainage areas are also given for
many other sites such as highway crossings, major stream confluances, and at the
mouths of significant streams. These publications list a tolal of over 5.000 drainage
areas and are a valuable time saver to the designer. The sites listed in these publica-
tions are usually medium sized and larger drainage basin areas. Small local drainage
areas need to be determined from topographic maps as outlined above.
2-4 The Rational Method
2-4.1 General
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The rational method is used to predict peak flows for small drainage areas which can
be either natUral or developed. The rational method can be used for culvert design,
pavement drainage design, storm drain design, and some stonnwater facility design.
The greatest accuracy is obtained for areas smaller than 40 hectares (100 acres) and
for developed conditions with large areas of impervious surface (e.g., pavemenl, roof
tops, elc.). Basins up to 400 hectares (1,000 acres) may be evalualed using the rational
fonnula; however, results for large basins often do not properly account for effects of
infIltration and thus are less accurate. Designers should never perfonn a rational '
. method 8II81ysiG on a basin that is larger than the lower limit specified for the USGS
resressionequationa since the. USGS repsion equation.~ will yit.ld a more accurate
flow prediction for that size of basin,
The fonnula for the rational method is:
Q=~
Kc
where:
Q = Runoff in cubic meters per second (cubic feet per'
second for English units)
C = Runoff coefficient in dimensionless units
I =
A
Kc
Rainfall intensity in millimeters per hour (inches
per hour)
Drainage area in hectares (acres)
Units conversion factor of 360 (1 for English units)
When several subareas within a drainage basin have different runoff coefficients. the
rational fonnula can be modified as follows:
Q = I(ICA)
Kc
where:
rCA=CI xAl +C2xA2+.., Cn XAn
Hydraulic. M.nu.1
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Hydrology by the Rational Method
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Actual precipiwion does not fall at a constant rate. A precipitation event will begin
with a small rainfall intensity then, sometimes very quickly, build 10 a peak intenSity
and eventually taper down to no rainfall. Because rainfall intensity is variable. the
time of concentration is included in the rational method so that the designer can dctm'-
mine the proper rainfall incensity to apply across the basin. The intensity that should
be used for design purposes is the highest intensity that will occur wiih the entire
basin contributing flow 10 the location where the designer is interested in knowing the
flow race. It is important to noce that this may be a mIlch lower intensity than the ab.so-
luce maximum inlensity. The reason is that it often ta.1ces several minutes before the
entire basin is contributing flow but the absolute muimum intensity lasts for a much
shorter time so the rainfall intensity that creates the greatest runoff is less than the
maximum by the time the entire basin is conuibuting flow.
Most drainage basins will consist of different types of ground covers and conveyance
systems that flow mUSI pass over or through. These are r~ferred to as flow segnlCnts.
It is common for a basin to have flow segments that are overland flow and flow seg-
ments that are open channel flow. Urban drainage basins ofren have Uow segrnenls
that are flow through a storm drain pipe in addition to the other two types. A travel
time (the amount of time required for flow to move through a flow segment) must be
computed for each flow segment. The time of concentration is equal 10 the sum of all
the flow segment travel times.
For a few drainage areas, a unique situation occurs where the time of concentration
that produces the largest amuunt of runoff is less th!ln the time of concentration for
the entire basin. This can occur when two or more subbasins have dramatically dif-
ferent types of cover (i.e., different runoff coefficients). The most common case
would be a large paved area together with a long narrow strip of natural area. In this
case, the designer should check the runoff produced by the paved area alone to decer-
mine if this scenario would cause a greacer peak runoff rate than the peak runoff rate
produced when bolil land segments are contributing flow. The scenario that produces
the greacest runoff should be used, even if liIe entire basin is not contributing flow to
this runoff.
The procedure described below for detennining the time of concentration for
overland flow was developed by liIe United States Natural Resources Conservation
Service (formerly known as the Soil Conservation Service). It is sensitive to slope,
type of ground cover, and the size of channel. The designer should never use a time
of concentration less liIan S minutes. The time of concentration can be calculated as
follo',vs:
L Ll.5
T. = KJS = KJAH
Tc = Tn+TI2+...+TlI1z
where: TI = Travel time of flow segment in minutes
T c Time of concentration in minutes
L Length of segment in meters (feet for English units)
Mi = EleVAtion change across segment in meters (feet)
Hydra/Jllc. M.nual
January 1997
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K
Ground cover coefficient in meters per minute (feet
per minute)
Slope of segment 6LH in meters per meter (feet per
feet)
S
K K
Type of Cover (metric) (English)
Forest with heavy ground cover \o~ "'-il\s',<k 50 150
Minimum tillage cultivation 75 @
Short pasture grass or lawn 125 420
Nearly bare ground 200 600
Small roadside ditch w/grass 275 900
Paved area 375 1,200
Gutter flow 100 mm deep 450 1.500
150mmdeep 725 2,400
200 mm deep 950 3.100
Stonn Sewers 300 mm diam. 925 3.000
450 mm diam. 1,200 3.900
600 mm diam. 1,425 4,700
Open Channel Flow (n = .040) 300 mm deep 350 1,100
Narrow Channel (wId =1) 600 mm deep 550 1,800
1.20 m deep 850 2,800
Open Channel Flow (n = .040) 300 mm deep 600 2,000
Wide Channel (wId =9) 600 mm deep 950 3,100
1.20 m deep 1,525 5.000
Figure 2-4.3
Ground Caver Coefficients
2-4.4 Rainfall Intensity
After the appropriate stann frequ...'1lcy for the design has been detennined (see
Chapter 1) and the time of concentration has been calculated, the rainfall intensity can
be calculAted. Designers should never use a time of concentration that is less than
5 minutes for intensity calculations, even when the calculated time of concentration
is less than 5 minutes. It should be noted that the rainfall intensity at any given time
is the average of the most intense period enveloped by the time of concentration and
is not the instantaneous rainfall.
The equation for calculating rainfall intensity is:
P-I1. tNI
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m
I = (Te)"
where:
I = Rainfall intensity in millimeters per hour (inches per
hour in English units)
Tc Time of concentration in minutes'
m and n = Coefficients in dimensionless units (see Figures
2-4.4A and 2-4,4B)
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Index to Rainfall Cosfflclents (English Unlls)
HydrtlulICII Mllnu/l1
Jllnullry 1997
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Appendix 2-2
'USGS Regression Equation Data
and Mean Annual Runoff Data
USGS Regression Equation Regions
Hyrlfllull" M8nU81
J8nll8ry1SS7
AppIIMIx 2-2-1
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Hydrology
Washington State Hydrology
USGS Regression Equations
Region 2
SR
Project
Made By
Equations:
Q:zyr 0.067 x AO.866 X (MAP) 1-'9
QIOyr 0.107 X Ao.861 X (MAP)!.62
<myr 0.126 x A 0.859 X (MAP)!.,,3
Q50yr 0.139 x A 0.857 X (MAP)I.64
Q 100yr 0.IS3 x A 0,856 X (MAP)!.64
Lellend
= Flow (cfs)
Drainage Basin Area (miles2)
Mean Annual Precipitation (inches)
Q
A
MAP =
Descri tion of Area
Return
Fre uenc
Date
(Standard Error = 61%)
(Standard Error = 58%)
(Standard Error = 58%)
(Standard Error = 59%)
(Standard Error = 60%)
8
(0.08 mi!~ S A S 1,540 miles2)
'[23 in ~ MAP S 170 in)
A
MAP
FIgure 2-7.2
USGS Rsgresslon Equations - Rsglon 2
P.g. :1-18
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flytlnulllll/ M.nu.'
J.nu.ry 1997
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VOL 1 ~5~ PAGE ,U
QUIT..CLAUvl DEED'
The ~rantor ................Iterein........l.lLAS..A...ERJ).IHAR12.....an..\lDIlIar.riEld..m;m........................................................................
~~........................................n...__.........u....u...................................................................................................................................................
for the consideration 0 f ...QUIl...a.nd.na/.lO.Q::::.:::::.:::::.,:,.::.,:,,O'.:::::.':'.:::::.:::::::.:::::.:::::'':'.:::::.:::::..,..:::=.::.,:,.::::.,:,.::::..,..::.::{~...;l...9.Q.1::. Dollars
.'ltid'atso of benefits to accrue to.............................h1.m.............,...............by reason ci laying out and establishing.a public
road through......._..h;\..~....................................property, and which is hereafter described, convey......, reteases...... and quit-
~laim...... to the County of Jcfferson, State of Washington, for use of thc Public forever, as a Pllblic road and highway,
~11 ipterest in the following described real estate, viz:
'AII that portion of the following described tract of land lying within the limits of a strip of tand...:t,!!;;.rly:..............feet
;wide, b<,ing.....15...........feet in width on each side of the center line of the......Ql.a..T.Qrkelacn....................................County
Road as~~ the same is now located and built over and across
tax n1Jlllbers 33 and 34, and the southwest one quarter of the southeast one quarter of
.section 14, township 29 north, !tange ), lolest, Williamette Meridiln.
'. /30 ~
Jill fP.:.(W COUNTY
TrWi.,,v:nc'!i EXCISE TAX
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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 14,1999
Mr. Kirk C. Salvatore
P.O. Bo:: 362
Chimacum, WA 98325-0362
Re: ConstructionlMaintenance Easement for culvert installation, Ole Torkelson Rd.,
County Road No. 521109 M.P. 010
Dear Mr. Salvatore:
Jefferson County appreciates your responsiveness in regards to drainage concerns on Ole
Torkelson Road, Work is scheduled to begin this summer. Thank you very much for your time
and consideration.
If you have any question or concerns feel free to contact me at (360)385-9380,
Sincerely,
-1~~
Ken Cook
Engineer II
Cc: Aubrey Palmer
Co. Rd, File: Ole Torkelson Rd, Co, Rd. No, 521109
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Jefferson County
Department of Public Works
1322 Washington Street
P.O. Box 2070 .
Port Townsend, WA. 98368
CONSTRUCTION/MAINTENANCE EASEMENT
IN THE MATTER OF JEFFERSON COUNTY ROAD MAINTENANCE PROJECT: OLE TORKELSON ROAD
CULVERT INSTALLATION. COUNTY ROAD NUMBER 521109.
KNOW ALL THESE MEN BY THESE PRESENTS that the Grantor, MR. KIRK C. SALVATORE, with a mailing
address of P.O Box 362, Chimacum, WA 98325.0362;, for and in consideration of mutual benefits, does
hereby grant Jnto Jefferson County I 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 rBa\' /....)
property for any and all purposes incidental to the placement of a culvert located at a natural dralnaga cour.a~
to be maintained within and adJacent to the County rfght of way only. sitllated in Jefferson County, State of
Washington. described as follows:
Portions of the SE and SW Yo of Section 14. Township 29 North, Range 1 West, W.M. Jefferson County,
State of Washington, lying both SW and NE of Ole Torkelson Road.
A portion of Assessor Parcel Numbers: 901144(101, 901144002 and 901143009.
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.
Grantor and Grantee do hereby understand and agree that said culvert installation shall serve to protect the
existing structure of Ole Torkelson Road, and the Grantor and Grantee agree to hold each other harmless from
all claims and causes of action of any nature whatsoever arising out of the exercise 01 the right herein granted.
It is understood and agreed that the delivery of this permit is hereby tendered and that the terms and
obligations hereof shall not become binding upon Jefferson County unless and until accepted and approved
hereon in writing for Jefferson County, Department.of Public Work. by its Director or e duly authorized
representative.
Dated this gO dayof_,4/'X'IL- Iqqq.
GRANTORS:
~ L~~~
STATE OF WASHINGTON I
) as
COUNTY OF JEFFERSON )
On thIs ,-1Jtlv day of a )(;d.. ,1999, bafore me personally appeaied Mr. Kirk C. Selvatore to me
known TO be the Individual d crlbed In and who executed the foregoing Instrument, and acknowledged that ha
slRned and see led the ssme as his free and voluntary act and doed for the uses and purposes therein
mentioned.
rorkclsoneoscmentdoc
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JEfFERSON COUNTY
DEPARTMENT Of PUBLIC WORKS
P.O. Box 2070
1322 Washington Sl.
Port Townsend, WA 98368
(360) 385-9160
Kfara A. Fabry. PE.. Public Works Director/County Engineer
MEMORANDUM
Date:
January 6, 1999
To:
File
Ken Cook ~L
From:
Re:
New culvert installation on Ole Torkelson Road.
Mr. Kirk Salvatore phoned me today in response to the December 17 1998
correspondence on the above referenced issue.
Mr. Salvatore stated that he was in favor ofthe culvert instal1ation. He is aware of the
present drainage concerns at this location, and gave verbal permission for the installation,
with the stipulation that his barb wire fence not be damaged.
It was explained that the approximate location stated in the December 17 correspondence
(650' from the intersection of Center and Ole Torkelson) maybe modified to best
represent the site conditions and existing grade. Also, a construction/maintenance
easement will be created for Mr, Salvatore's signature,
The proposed culvert location will be finalized and clearly identified in the field, Mr,
Salvatore will be notified of this location, and will have the opportunity to meet on site
with Jefferson County representatives ifhe desires.
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JEFFERSON COUNTY
DEPARTMENT OF PUBLIC WORKS
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Gary A. Rowe, P.E" Public Works DirectorlCpunty Engineer
P.O. Box 2070
1322 Washington St.
Port Townsend, WA 98368
(360) 385.9160
~' MEMORANDUM
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DATE: January 18,2000
TO: . Gary Rowe, P.E., Public Works Director/County Engineer
FROM: Aubrey Palmer ,4.,4)
SUBJECT: Incident Report, Utility encumbrance, Egg and I Road, County Road No. 516009,
M.P. 0.442, Center Area.
For your information, attached find incident report received from Paul Walters, Assistant
Foreman who works at the Hadlock Shop, regarding snagging of telephone line on above
referenced roadway.
Mike Hathaway, Operator III, who also works out of the Hadlock Shop, was doing routine ditch
cleaning maintenance on the roadway on January 12, 2000, and hooked the telephone line with
excavator bucket. Call for locate was called in on January 6, 2000, and area pre-marked by
locator service. This line was inadvertently overlooked and was not marked. Discussion with
telephone repairman indicated that the locator service would be receiving billing for repair work.
If you have any questions please contact me.
Cc: David Goldsmith, Risk Manager
Juelanne Dalzell, Prosecuting Attorney
Pall I Walters
Sarah Mcla'l~on
R.oidFllo' 'If -"1'06 tJtt:J'7
AU.ch: rncldent report, 1/13/00
C:\ohJ_c\mhc\ROluJII Incident (1.IJ.QOl,dol:
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INCIDENT REPORT
Chec~ which apply):
~ Property Damage
o Fatality
OOther
o Vehicle Camage
o Physical Injury
,>.,,;,CH ADDITIONAL INFORMATION TO THE BACK OF FORM
DEPARTMENT/DIVISION
V:A ~h -:--# I,I./:.:;z.!(.s
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OEPARTMENT ADDRESS
JOB TITLE
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LENGTH OF EMPLOYMENT
D OTHER
oePARTMENT PHONE
-:. _::;.. . 0:0.... "
TASK BEING PERFORMED AT TIM;'
OF INCIDENT CLfl ". :J.J 6 J/:::.....: ":.:::i-iow LONG IN PRESENT POSITION
"" ~ /:.-r:t- /!. 5
:JATE OF INCIDENT
. ',- 1/. '.
TIME OF INCIDENT
~: )' .' [SIAM DpM
ROAD CONDITION
(,no 0
LOCATION OF INCIDENT
-E"'b6 T- J:' eo.
WEATHER CONDITION
.'. -./ n
ROAD NAME
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DID THE INCIDENT OCCUR qN COUNTY OWNED PROPERTY? g-tes ON (tf Yes, list specific location & address)
DESCRIBE .INCIDENT (Dr~w diagram in boxl
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NO, LIJ 0000
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NAME(S) OF IrlJURED PARTY(IES) ADDRESS
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4.
008
DAYTIME
PHONE NO.
COUNTY
EMPI.OYE~
Yes No
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DO
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Yes No EMPLOYER ADDRESS PHONE NO.
1,00
Z. 0 0
3,'0 0
4.00
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Page 1 ot 2
Revised: 6/99
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CEPARnEN'l" OF PUBL I C WCAI<S
FlU: ,..5/~Lt!>9
ACTI ON REQUEST
IlEQIESTED 8Y- Cr/~Jl ~fJTI~t'~~
_as. c:"';f:.,-? c..C-
DATE. _ /~ q /'99-
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PHONE: NO. .
ALT. PH. NO.'
NATI.AE OF I'EQU;:ST. ~N PERSON 0 BY PHONE 0 liT LETTER TAKEN IIY' ~~ / ~~ G-
PEIfl"AININGI TO. DOFFICE DENG/SURVEY"ROAD MAINT. DEQU'F'. ....!UNT. D~LID WASTE
AEQUi:ST P'QR."":ntlc..H- &I~/IJ&- "/ Qt. ,JIf2DJ SL,'b 6!!- ~~P.4t-z..
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LOCATION. IICUlD _ w. EGt;-! .r-:P~ ROAD Nl.MIER !SJ.bZ4'::.9 M.P.
PAO..IECT. PAO..IJ:CT T I TU: flRO..IEc:T NLMBER.
DESCRI"ION- ;J:>,7OJI /) I..~ -;2;):', ~.A uJe?.... :S1.j'bE.. -...J
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CIIlN1'ACTli:D -":STER 0 IN PERSON 0 BY Pl-ClNE 0 IIY LETTER CXlNTACTED BY,
RE~'i'ICIN.
PRlEf'ARI: ESTI_TlE. FCR-
ADI.Il'E TO.
Cl D IREt:I'CR
Cl AIIIIISTANT DIR.
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INITIAL
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ClCNSTHUCTICIN ENG. ______
PLNIN INQ ENGINEER ______
ADMIN, AaSISTAHT ______
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COMMENTS:
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PREPARED:
DATE: .
SIGNED:
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JEFFERSON COUNTY DEPARTMENT OF PUBUC WORKS TRAFFIC SIGNING PLAN
BEAUSITE LAKE RD
ROAD NUMBER:
519009
RELOCATE R1.' AT MP C.01
AHEAD TO MP 0.003
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e.EUIITE LAKE RD
FOS.. M.P
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INST TYPE IT! BARRACADE
Il!usrre LAId: AD ."n.
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4/9/98
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APPROVED:
DATE: 4/9/98
SIGNED: ~x::J ,,~f!.;{J'-"'L11
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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:
November 8,1999
TO:
Bruce Laurie
FROM:
Aubrey Palmer A#
Van Trojan Road, County Road No. 520009, Request for assistance - Culvert
Crossing
SUBJECT:
As you are aware, during winter storm events, floodwaters along the first half of mile follow the
northwesterly roadside ditch without relief for a significant distance before leaving the right of
way. Every year tho roadway has to be reconstructed in this area due to the destructive forces
from the volume of water realized. Maintenance department has initiated numerous culvert
reconnaissance efforts looking for abandoned/covered culvert cr\)ssing& in this area with no relief
crossings being found. Exploratory roadway excavation has been performed by maintenance in
the most likely spots looking for a culvert, with no success, Retired maintenance personnel bave
been brought back in to help with the search, which also has not been successful. Road file and
roadway plans have been researched with no avail.
A new relief culvert crossing which would allow storm waters back into the natural basin would
be an advantage to alleviate continuos yearly ditch repairs. However, there lI!ay be downstream
impacts of this new culvert installation due to other manmade features now spanning the basin,
Maintenance would appreciate engineering assistance in finding a resolve to this yearly event and
design for a new relief culvert crossing. I would appreciate it if we could get together for a site
visit to discuss the situation. Plea.qe contact me,
Cc:
Mark Lopeman
Paul Walters
Rd. File: Van Trojan Road, County Road No. 520009
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DATE:
July 24, 1998
TO: Klara A. Fabry, P.E., DirfX:tor Public Works / County Engineer
-~~..-..:.~""""".u~~~.~;,;;.;...""""",".......,,",,,,,,,,....-.......-----...
FROM: Aubrey Palmer A.#
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SUBJECT: 1998 Annual Program Modification
Maintenance department is requesting modification of the 1998 Annual Program to include
upgrading of three (3) gravel roadway surfaces to chipseal. Discussions have been held with Frank
Gifford, Scott Kilmer, Bruce Laurie, and Mark Lopeman regarding this matter. The
recommendation is to modify the Annual Program as follows;
Item Number Project Name Co. Rd. No. Length Total Cost
Delete Item 4: 6'" Avenue Re-Construction 667109 0,18 mi. $86,000
Add Item 11: W. Fredericks St. Chipseal 653519 0,13 mi. $ 6,000
Add Item 12: Washington Lane Chipseal 576409 0.27mi. $11,000
Add Item 13: Undie Road Chipseal 150009 1.45 mi. $61,000
Total Deletions: $86,000
Total Additions: ~
Total Difference: ($ 8,000)
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Attached is necessary documentation for revision to the Annual Program. If you concur and
approve, please sign below, StaffwiII proceed with further processing,
I approve of the changes recommended: .: f' .t./'--O =/o..~~'"
Klara A. Fabry, P.E.
Public Work's Dirt. tur/County Engine l'
cc: Scolt Kilmer
Mark Lopomon
Fronk GIITord
Bruce L.urie
Co. Rd. Fllo: 667109 6. Avenue
Co. Rd. Fllo: 6535J9, ~!. Fredericks St.
Co. Rd. Fllo: 576409, Woshlnglon L.ne Chlpse.J
Co. Rd. File: 150009, Undle Ro.d ChlpseoJ
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JEFFERSON COUNTY BOARD OJ -:::>_ r-- ... r
Agenda Item InformatiOl f'.,O,J/-j:) n~5 r..utl -r;:s"
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DEPARTMENT: Public Works Fc,H:::r: ~L
1. Description - :l brief description of the
contract, grant, etc., number if one is
Resolution to revise the 1998
three (3) gravel roadway surfaces to chipseal
paving.
2. Issue - a short outline of the issue:
objective issue supports; key reference areas
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 Resolution and return a copy to Aubrey
Palmer, Public Works Department.
4. Specific Departmental Recommendation - Why was the action recommended and
what would be the Impact of not taking the action: What specific action is necessary by
the BOee approval - adoption - deny - remand back to department.
Recommendation Is to revise the 1998 Annual Program to reflect upgrading of three
(3) gravel roadway surfaces to chlpseal and one (1) roadway to asphalt p~vlng..
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COUNTY OF .JEFFERSON
STATE OF WASHINGTON
In the Matter of Revision of the
1998 Annual Construction Program
Resolution No._
WHEREAS, pursuant to WAC 136-16-042, the Board of County Cormpissioners may
revise an adopted annual program at any time by resolution of the legislative authority.
NOW, THEREFORE, BE IT RESOLVED, by the Board of County Commissioners,
Jefferson County, Washington, that the following attached revised annual program be, and it is
hereby adopted as the Annual ConstrUction Program for 1998, changes being as follows:
Item No.
Deleted 4
Added II
Added 12
Added 13
Added 14
Proiect Name
Current Amount
Revised Amount
6TH Avenue Re-construction $86,000
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W. Fredericks SI. Chipseal 0
Washington Lane Chipseal 0
Undie Road Chipseal 0
H. J. Carroll Park Rd. Asphalt Paving 0
$ 6,000
$11,000
$61,000
$30,000
APPROVED AND SIGNED this
day of
,1998.
SEAL:
ATTEST:
Lorna L. Delaney,
Clerk of the Board
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JEFFERSON COUNTY
BOARD OF COUNTY COMMISSIONERS
Glen Huntingford, Chainnan
Daniel Harpole, Member
Richard Wojt, Member
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STANDARDS OF GOOD PRACTICE
FOR
COUNTY ROAD DEPARTMENTS
PROCEDURES FOR PREPARATION OF THE
ANNUAL ROAD PROGRAM
WAC 136 CHAPTER 16
WAC 136-16-010 SUBMISSION OF RECOMMENDED ANNUAL ROAD PROGRAM
The county engineer shall submit a recommended annual program to
the county legislative authority on the first meeting in July or
at such other time as may be specified pursuant to RCW 36.40.071.
The program shall include recommendations for all construction
projects and all equipment purchases for the ensuing year. The
legislative authority shall consider the recommended program and
make any revisions deemed necessary.
WAC 136-16-018 ADOPTION OF ANNUAL PROGRAM The legislative
authority shall adopt a final annual program at any time prior to
the adoption of the budget.
WAC 136-16-020 CONTENTS OF ANNUAL PROGRAM The adopted annual
program shall include, but not be limited to (1) a line item for
estimated preliminary engineering costs, (2) a line item for
estimated right of way acquisition costs; and (3) a listing of all
proposed construction work for the year giving a very brief
description of the work, the name, number and functional
classification of the road, an estimate of the total cost of each
project, including construction engineering but excluding
preliminary engineering and right of way acquisition, and a
notation as to whether construction wo~k on eaoh project is to be
done by contract or day labor or both. When a project involves
both contract and day labor work the estimate shall be divided to
show the estimated cost of each type of work. The sum of all
conotruction costs shall be approximately equal to the amount
included in tht) road fund construction bUdget for construction
work. All construction projects shall be shown, regardless of
funding source, including any projects previously authorized and
under way on which expenditures are anticipated during.the program
year. projects previously authorized on which construction work
is contemplated shall a.lso be listed showlng the estimated costs
of work during the program year.
WAC 136-16-022 DAY LABOR LIMIT The statutory day labor limit
shall be computed in the following manner:
1II1tY. 1/901
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When the Sl~ of all construction costs is 1n oxces. or
t'our million dollars the day labor limit is eight hundred
thousand dollars or t'ifteen percent of said sum,'
whichever is greater.
When the sum of all construction costs is in excess or
one million five hundred thousand dollars and less than
four million dollars the day labor limit is t'ive hundred
twenty t'ive thousand dollars or twenty percent of said
sum, whichever is greater. .
When the sum of all construction costs is in excess of
five hundred thousand dollars and less than one million
five hundred thousand dollars the day labor limit is two
hundred and fifty thousand dollars or thirty five percent
of said sum, whichever is greater.
When the sum of all construction costs is less than five
hundred thousand dollars the day labor limit shall be two
hundred and fifty thousand dollars, unless the
legislative authority, by resolution, elects the
alternate procedure. When such alternate procedure is
chosen, an individual project limit of thirty t'ive
thousand dollars shall apply, and each project shall be
administered in accordance with chapter 136-18 WAC.
WAC 136-16-025 MISCELLANEOUS AND ALTERNATE PROJECTS The
adopted program may include an item for miscellaneous unspecit'ied
projects in a dollar amount not to exceed ten percent of the total.
The adopted program may also include a separate section for
~lternat. projects which shall be listed in the same marmer as
required t'or regular program projects. No construction work shall
be done on any alternate projoct until it has been authorized by
resolution. said resolution shall clearly identify the project as
an alternate project, and shall specify which project or projects
are being det'erred to deleted in order that adequate f~nding be
available t'or the alternate..
(1)
(2)
(3)
(4)
. WAC 136-16-030 REOUIREMENTS OF LISTING EOUIPMENT The annual
program shall also include a list of all major equipment purchases
conteLlplated for the year, together with the estimated costs
thereot'. The total estimated cost of all equipment listed shall
be approximatelY equal to the amount budgeted for equipment
purchased in the annual equipment rental budget. The equipment
list may include an item for miscellaneous minor equipment in any
amount up to 10 percent of the estimated total cost. The list may
also include a list of alternate or additional items of equipment
totalling up to 15 percent ot' the basic list cost to allow tor
untoreseen conditions.
~AC 136-16-040 FORWARDING OF PROGRAM A copy ot the adopted
annual program and appropriate resolution shall be forwarded to the
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County Road Administration Board within 30 days ot its adoption J:lut
not later than DecemJ:ler 31 ot each year.
WAC 16-042 MoorprCATrON OF PROGRAM The adopted final prQqrUl
lIIlIY not J:Ie chllnqed, revised or increased excopt J:Iy unaniaoua vote
or the memJ:lers of the leqislative lluthority who are pre.ent when
the vote is taken. Such modifications shall be J:Iy resolution of
the legislative authority, listing each changed, revised or added
project. ' A copy of each such resolution shall be forwarded to the
county Road Administration Board within thirty days of its
adoption.
WAC 136-16-050 ANNUAL CONSTRUCTrON REPORT At any time prior
to April 1 of the year following the proqram year, the county
engineer shall submit an annual construction report to the County
Roael Administration Board. The construction report shall show
actual expenditures tor all construction work including
construction engineering elone eluring the previous J:ludget year.
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ROAD NAME:
JEF;::ERSON COUNTY DEPARTMENT OF PUBLIC WORKS
TRAFFIC SIGNING PLAN
RHODY CT. ROAD NUMBER: . 523609
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ANDERSON LAKE RD
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AT M.P. 0.01
<-SR18
SIGN DESCRIPTION
5I:Q.# POS.# M.P DESCRIPTION SIZE MUTCD 11 COLOR SIDE DIR.
01 1 0.010 SPEED LIMIT 20 M.P.H. 24"X30" R2-1 BIW RT NORTH
COMMENTS: (bIM-(tE'Tc J:J
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PREPARED:
DATE: 10/3/97
SIGNED:, ?..:ct.. ~
APPROVED:
DATE: 10/3/97
SIGNED:6Aq.._ ~-
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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:
April 29, 1999
TO:
Frank Gifford, Public Works Director/County Engineer, Interim
FROM:
Aubrey Palmer /I~
SUBJECT: Budget signature request, Anderson Lake Road, Co. Rd. No. 523408
Attached find Project Estimate Worksheet for your approval for maintenance repair work on a
portion of Anderson Lake Road, The total length of Anderson Lake Road, M.P. 0.00 to M.P. 2.77
is planned and scheduled for chipseal this year. A segment of roadway has settled to extent that
roadway profile modification is necessary to adjust cross slope. The attached Budget Worksheet
includes cost of the repair, together with engineering for staking and "As Constructed" plans.
Work will entail minor preliminary engineering to reestablish cross slope, superelevations, staking
and repair work. Existing width roadway template to remain.
Roadway will remain open with minor delays to traffic, Notification of the public will be by
posting signs on the roadway of anticipated work, and by advertisement in the local newspaper.
If you concur, please sign the attached worksheet and return for further processing
xc: Rand file: Anderson Lnke Rond, Co. Rd, No 523408
C:\ol~'-c\mllc,^ndcra()n Lake Road Dudget requcst.doc
100% Rocyclod Papar
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" July 29, 1997
Klara;
Per your request, I again spoke with Paula Mackrow regarding the proposed location of
the stream gauge. The location is at the end of Hilda street, which is in the Chimacum
area. Please see the attached map and detail.
Paula stated that the City has a water line easement at this location. I mentioned that you
had requested the shop to make an estimate for the requested materials in the. original
memo.
Let me know if you desire me to pursue this matter further.
Sincerely,
Ken
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Klara:
Just a note to update you on the Chimacum stream gauge project.
Per the attached note, the Water Resource Council is hoping to have a donation from the
County, to match similar donations from the City and the PUD. (Specifically, what they
have in mind I have high-lighted.)
r
t;.
If you want me to pursue this further, please let me know. I have some knowledge of the
equipment that is referenced in the letter, Paula said that she would bring this up with
Richard Wojt, as he usually attends the Water Resource Council meetings. As I
mentioned, Dave Christensen is on vacation until August 6th.
Thanks!
~~
Ken Cook
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From:
To:
Cc:
Subject:
Date:
David Goldsmith
Frank Gifford; Klara Fabry; Renee Tally
Dave Christensen; Gary Rowe; Richard
FW: Chimacum stream gauge
Sunday. July 20.1997 3:49PM
C-C{l Lt.J { (2..1.. ~
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P. W. I discussed this project with the Board of Commissioners
should be forwarded to you to have the stream guage station 1
coordi,.,ate with David Christianson and reply to the BO::lrd dire,
should be completed during this time of low flow.
From: Dave Christensen
To: David GOldsmith
Subject: Chimacum stream gauge
Data: Wednesday. July 09. 1997 10:06AM
David.
I went to the Water Resource Council stream gauge meeting a,
receive from the County:
shop (In-kind contribut!onl staff time:
11 perforate 8 2-3 inch pipe with 1/2 inch holes
21.weldlng of an approximately 2' x 2' x l' stoal storage box
31 JIQtentlal1y a site visit by shOp personnel to help design the streem gaulle (possiblV 2 hours of tlme7)
41lliurvey personnel to survey in two staff gauges (I could contribute time for that if necessaryl
my time (which I can donate after hours):
1) working with Chimacum Elementary School to download precipitation data
21 working with the Conservation District to calculate stream flow and maintain the database with the
stream flow data
material.: '
11 about 20' of 2 . 3 inch galvanized pipe
.21 bencl!marka for .urveylng (copper round things)
31 miilCellaneous bolUfor attaching gauge
Thanks for being a point of contact for this. Let me know jf I should be calling Klara directly. or should be
contacting Richard Wojt or somebody else,
Thanks.
Dave
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JEFFERSON COUNTY
DEPARTMENT OF PUBLIC WORKS
1820 Jefferson Street
P.O. Box 1220
Pori Townsend, WA 98368
(206) 385.9160
Gary A. Rowe. P.E.. Director
Robert C. Nesbitt, P.E., Counry Engineer
January 14, ]994
Equity Homes Inc.
Cecil J. Cooley
]312] Central Valley Rd.
Poulsbo. WA ~9370
Dear Ceci 1: .
I m~t with you 3an. 14, 1994, on the catch basin adjacent to Dean
Eckmans property at 221 Montgom,.ry Lane. We di$cussed the prObable
caus" of whY this catch basin wa~ partially blocked. We both agreed it
needs to be fixed. I am not sure even if this pipe was not partially
blocked if it would have been able to carry the amount of water at that
time.
So that this catch basin will operate at maximum efficiency, you agreed
to replace it and lower the grate as low as possible so .it serves as an
overflow in case of a blockage in the other catch basin. If this were
to happen again, we would know that this drainage is inadequate. I feel
that this is a safety precaution and it is necessary at this time. Any
other problems should be dealt with separately.
7J!~~
Earl Wells
Jefferson County Operations Manager
CC:Ray Welch, Pope Resources
GarV Rowe, Public Works Director
De~n Eckman, 221 Montgomery Lane
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JEFFERSON COUNTY
DEPARTMENT OF PUBLIC WORKS
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1820 Jefferson Street
P.O. Box 1220
Port Townsend. WA 98368
(206) 385.9160
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ReceipI No.
. Add'... Requesl_ Ves _ No
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APPLICATION FOR PERMIT
To Department of Public Works,
Jefferson Count)., W3Shington.
The undelSigned PODe Resou reps
hereby appl 1 e S for permission 10
Remove eXIstIng/2~~~RegasIn and Install
dra1nagethru the structure.
SKETCH:
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On County Rood: . 234..MontgomeryLane
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a Type I catch basin to improve
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b~w~n Oak Bay Road & Pope Way
fSI.l,ttfIQ,,.,,tmllu,....'(IIIft/lrpilfnlJ
a1ld agree.1i.- 10 do Ihe work in accordance with YOllr rule.1 and regulations a1ld .~lIbJecl to )'Ollr i",.peetion and approval.
Dole /9...93-
Al.io.lrt"
7Bl
CSllllIlUt' d .4rrfanll (C.'tMur.C1ntl
nr appUconll. a cnpllllnmhlp. 1<1 rOllh name. or lOp'rtnen)
Po r..LL.u~A aB365
ArtJ.",
.J37-2191
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CHISM
JACOBSON
&: JOHNSON
3950 Washington Muwal Tower
1201 Third Av~nuc
SunIe, 'WLshington 98101-3013
TelephoniC 206.689-'650
F.",imIlc 206' 689-5M9
LAWYERS
LUANNE PERRY
February 24, 1994
~"" "'- ('~ !~" " " 'f ... 0
p..~ ~I " .~ V= {:' ~~. r~.'.,. - .:~
,f ('_ r:-,:-a .,'.'-"" t':""'1" i1 ,.' ..,':.. .
Mr. Terry L. Morrison
state Farm Insurance
2415 Heritage Court s.w.
Olympia, WA 98502
FEB 28 1994
JEfFU;;".;i,; ('.::,)U\'.JTY
~.:'>!_H::1 'C: V\;'C1:::~~;.~ ~'lr:r,l"",:'
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Mr. Robert Reasoner
234 Montgomery Lane
Port Ludlow, WA 98365
Mr. Cecil B. Cooley
DBA Equity Homes, Inc.
13121 Central Valley Road
Poulsbo, WA 98370
Mr. Earl Wells
Jefferson County operations Manager
Department of Public Works
P. O. Box 1220
Port Townsend, WA 98368
Mr. LaCurtis Sumlin
Maryland Insurance Group
P. O. Box 15409
Sacramento, CA 95851-0409
Re: Claimant:
Date o~ Lo..:
Claim No. :
1
Dean and Gloria Eckmann
December 10, 1993
765L818232
Gentlemen:
Please be advised that I represent Dean and Gloria Eckmann.
As you all are aware, due to the conduct of individuals other
than the Eckmanns, the drainage system along Montgomery Lane has
failed to function properly, causing damage to the Eckmanns'
property. It appears .that there have been some remedial efforts
taken by the County and Pope Resources on behalf of Cecil Cooley,
owner 01 Equity Homes.
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Mr. Terry L. Morrison
Mr. Robert Reasoner
Mr. Cecil B. cooley
Mr. Earl. Wel.l.s
Mr. Lacurtis Sumlin
February 24, 1994
page 2
The purpose of this letter is to inform you that it appears
the remedial. efforts are insufficient to address the drainage
situation.
The 18-inch culvert draining to puget Sound is designed to be
the lowest point on Montgomery Lane; all water drains to this
point. Accordingly, the catch basin at this junction must be at
the. lowest eJ.evation in the series of catch basins to provide
proper drainage. Unfortunately, the repairs to the culvert system
a~e not sufficient to prevent a reoccurrence of the flooding onto
the Eckmanns' property as the catch basin at this junction is not
at the lowest elevation. The catch basin should be lowered and the
Reasoners' driveway regraded to recover the proper drainage along
the drain l.ine.
The drainage situation must be addressed immediately before
further fl.ooding and damage occur. It is the Reasoners'
responsibil.ity to see that this remedial action is taken forthwith.
Very truly yours,
L!:. ~ ~
LAP:zd
1ap41'015
cc: Mr. and Mrs. Dean Eckmann
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~ 1be~M~land
Insurance Group
March 2, 1994
LuAnne Perry
Chism, Jacobson & Johnson
3950 Washington Mutual Tower
1201 Third Ave.
seattle, WA 98101-3013
RE: OUR INSORBD:
YOUR CLZBNT:
CLAZM NUMBER:
DATE 0., LOSS:
2qUity Bomes, Znc.
Dean and Gloria Bckman
765 L 818232/&04
12-10-93
&-J
Geoeral Liability
P.O. Box 15409
Sacrameoto, CA 95851-0409
1-800-378.9933 Commercial
1-800-378.7700 P......oaI
r~,~ f~~: f",.: r .~I;~~. ~: a;,) .
MAR 0., 1984
,JEi'.t.t:l.i~..:.~ ,.>~.. ~Jl\:.Y
ru:-~..;!. I(~ \P\,'1'1'.~:.: ("; ;)':~:.)T
Dear Ms. Perry:
Please be advised that Z am in receipt of your February 24, 1994
letter regarding the above captioned matter. The letter
specificallY addresses the fact that the drainage in the area of
your client's home is insufficient in the case of flooding in the
area. I am assuming that you are proposing that the addressees on
your February 24, 1994 letter takes steps to rectify the situation.
Under our insured'S General Liability policy through Assurance
company of Merica includes certain exclusions which would prohibit
our participati~n in this matter. specifically these exclusions
are (J) 6, (L,M, and N). A copy of these exclusions will be
included along with this letter for your perusal.
If there are actual reyult,;ing damages that may be considered
property damage your client's have suffered, which have not been
addressed by their Homeowners insurance carrier, then please
conta9t me after the receipt of this letter in order that we may
discuss these matters.
Thank you for your attention to this. matter.
Very truly yours,
ASSURANCE COMPANY OF AMERICA
1
LaCurtis sumlin, Jr.
Sr. Claims Representative
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Chism, Jacobson & Johnson
765 L 818232/804
March 2, 1994
Page 2
cc: Mr. Cecil B. cooley
Equity Homes
13121 Central valley Rd.
Toulsbo, WA 98370
Mr. Robert Reasoner
234 Montgomery Lane
Port LUdlow, WA 98365
Mr. Terry L. Morrison
state Farm Insurance
2415 Heritage ct. SW
olympia, WA 98502
Mr. Earl Wells
Jefferson county operations Manager
Department of public works
P.O. Box 1220
Port Townsend, WA 98368
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JEFFERSON COUNTY
DEPARTMENT OF PUBLIC WORKS
1820 Jefferson Streef
p.o. Box 1220 '
Port Townsend. WA 98368
(206) 385.9160
Gal)' A. Rowe. P.E., Direc/of
Robert G. Nesbitt. P.E., Counif Engi"""r
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March 4. 1994
Mr. Robert Reasoner
234 Montgom~ry Lan~
Port Ludlow. WA 98365
RE: Drainage on Montgomery Lane
Dear Mr. Reasoner:
Per your request you asked if I could give you a letter on the recent
work just compl~t~d on th~ roadside culvert draining ~ystem in front of .
YOUr property. Pope Resources unplugged and lowered the drainage
cUrectly to the 18" culvert. The 12" acrose your drive way WIIS already
adequate. The County graded all the gravel oft' the pav~d road so water
coming down the road would run in the area it was designed for. Both
the 12" and the 18" to the cross culvert are wid~ open. ~ree. and be:\ow
the center of the road.
It is my opinion that this is adequate to handle msxlmum runoff without
flooding anyone. We might never again experience the amount of water
that caused this trouble before. If the present drainage w11l not
handle it. the 18" culvert would need to be enlarged.
Jefferson county plans to Chip Seal & Pre-Level this street this summer.
We will raise the low section. in the middle of the road to tlqual all the
road and at that time we definitely will have maximum runoff capability.
I have mad~ it a point to drive by this area the last two major rains
since and it was working exactly as designed. I might add that we also
pulled sod off the shoulders coming down the hill. which allows water
to etay in the ditch line and not run out on the pavement. Part of the
problem here was the property owners over filling these diteh lines for
parking. .
2P~
Earl Wells
Road Department Operations Manager
ce: Gary Rowl"
100% ReC)'Cl/ld raper
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JEFFERSON COUNTY
DEPARTMENT OF PUBLIC WORKS
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1820 Jefferson Street
P.O. Box 1220
Port Townsend, WA 98368
(206) 385.9160
MEMORANDUM
Gary A. Rowe. P.E., Diractor
Robert G. Nesbirt. P.E.. eounry Engineer
Mark Ruth, Prosecuting Attorney
TO:
FROM:
DATE:
SUB.1ECT:
Earl Wells, Road Department Operations Manager
June 14. 1994
Drainage on Montgomery Lane
On December 14, 1993, the Port LudlOW area experienced .a .. 1/2"
raIn fall in about 12 hours. This was above and beyond al]
predictions, flooding was experienced allover the county. Mr.
Eckmans property at 221 Montgomery Lane experienced quit a Dit of
damage to there property alor.g with many others.
Almost all residents in this area have filled in the ditches and
some driveways, especially the gravel ones, were higher than the
County Street. This resulted in water not being able to
run in the ditch line.
Since this experience we the County have pulled back the driveways
and cut the tu~f on the ditch line so water will at least ~un off
to the side of the road. It is impossible for the county to do
anything on Mr. Eckmans side of the road because all the property
owners have completelY closed off all drainage and depended on the
drainage in question.
In October I asked Mr. Rea~oner to install a backup catch basin
with a 12" culvert in the lowest spot on Montgomery Lane. fie did
this and it was a good jOb.
On Dec 27,1993, Mr. Eckman had a surveyor come out & found
concrete in the catch basin that had the 18" culvert that went
under his property to the water. We had the 12" running into this
culvert. 1 came out and the rel!ltriction wal!l about half the 18"
culvert capacity. The- only explanation for this i9 that a concrete
mixer cleaned out hie mixer into the catch basin. Since this catch
basin was higher than the backuP I asked Equity Homee to lower this
Catch Basin to equal the backuP one and remove the restrictions.
Thp,y agreed to do this.
On .1an .., 1994', Mr. Eckman called & said the restriction wae 8t111
the-reo on Jan &, 1994, Mr. Eckm~n called and dropped off a survey
showing the low spot in the road. on Jan. 18, 1994, Equity Homes
had Pore- Resources lower the 1(1" catch basin to the water & took
picturee of the restriction. I inspected this job and felt that
it was done correctlY.
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Mr Eckman said he wan'ted 'this basin 0ven lower 'than 'the 12". I
made it exactly 'the same, this would not cause any problems to Mr.
Reasoners driveway and also allowed maxImum performance. I 'told
.him that in 3une the Coun'ty would raise the low spot in the road.
on March 3, 1994, Mr. Reasoner requested a le'tter on what we did
wi'th the Eckman property. Equ1'ty hOllies called and I 'told Mr.
COOley the same thIng I put in Mr. Reasoners letter.
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.IEf'FERSaII QOl.IoITY
DEPARTrCHT OF" PUBL I C WClRI<S
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HATIAE (>>' flEQUEST. ~ PERSON 0 BY PHCNE 0 BY LE'lTEII T_ BY. -rerT)/
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PI-O:.IE No.
Sep.18 1992 6:1a6AM PBl
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NORTHWESTERN TERRITO FlIES, INC.
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Cng/f1UII . UM Sll~S . PtJJMBIS
()M,lrlJoliOll CoordJ.wion .. M~'BrlaJl TiUlulO
~eptember 30. 1994
Mr, Dean BckmllJlll
221 Montgomery Lane
1'.0. Box 65019
l'nrt Ludlow, WA 9R3iiS
Suhject: prcJj1Jlim'1)' Report on Montgomery Lane Prllillllge sy~tem
Dear Mr. Bckml1nn:
Thunk you for calling on us to UJlLIc:::l'lake I\. prelimin~ry review of the hydrologic and
bydrtlulic conditions related to the floou damage to your property at 221 Montgomery l..ane.
I revIewed the details of the drainage ~ystem I1S lhey were ~uNcycd :Iud observed nfter the
flooo event of December 9, 1993. and performed sollle hytlruulic calculations relnted to the
storm event,
Aner the flood, workers {rulII Jefferson County completed 60me remedlalllctions, including'
lowering the grale elevlltlon of Catch BasIn B oppllsit.e your home, rebullding Cateh Basin
B ~() that the outlet is no longer obstructed, liS wt:ll (I,S.-cleaning rocks and debrIs from the
crossing culvr rt and Catch Basin C (please refer to the atto.ehed diagram of the Gituatlon).
D~1TillB the Morro event, backwuterJng was o!m:rved lit Catch Basin A, aUowing the flood
water 111 cruss Montgo1l1ery Lane and. onto your properly.
I revicwelllhe hydraulics or the crWeal rellchcs of the culvcrl and the backwater hydraulic
gradcs Ill. tre catch basins concerned. YOll pnlnted nut that the 2.'i.foot culvert between
Catch 8115111 A and Catch Basin., hn.'l twO re.entrant si".inch corrugated metal culvarts
which lire shown In the attached photocopy of pbotogrl1phs you Moade.
PI'l:llmlnlll"Y HydrAulic AIlolysl~
Evidence :It Ihe site suggest. that ",le. backwater cllud!t/on ohser.al was the r.,s\l1t I):
hydraulic lneffJclencies withiu Catch i,':,; Il, C~~teh Bnsin C, the crc..sing cu!vut IinJdr.g the
tWO cutch basins, inlet lo!\'~es at Catcb. 1Ia.~1n A, amI friGtionallosses in the 25'foot reach of
l2.inch culvert extending from Catch Basin A to Catch an~ir. B.
During tht! very unuRulll anti inteme storm of December 9 ami pr81:edlng doys, very largo
volllm.~~ of ~lormwater wore trnn~ported ~(l the site. At that time tho grate elevation of
Calch Bnsln B W:1S about six Incbes higher U\I1I1 the Tit'" of Catch Basin A, forcing Catch
Basin A tlI receive n vory I:trgc lond of runuff (see allached diagram). At tho time of tho
slIlrm. the uullel of Cutch Basln B was occ!ude(1 with concrete that '\pparently flooded into
IIH~ culvert during Its ctmstruction. E'Ildeuce sugge~ts that some bnckwalering under the:
eXL'c::ptillnn) IOlld~ or TLI1HlIT occurred in Catch Bnsln B, evon though It waS not observed tll
717 GOUTIi P'ADOOV, POnT AllOfl fJl, WAIllI'" (2001 ",a.0401 1.W\.M4.s~~~ rAll ~bO.u'DO
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Mr. Dean Eckmann
Page 2
~eptember 30. ]994
overtop. It is also pos~ible, if not likely, that Catch Dasin C W(lS partially filled with dehri~
wllcn the storm occurred and that hackwatering aDd upstream pressurization of the l'ulver15
started III the Catch Basin C and incrc,,"cd progressively upstre3m 10 Catch Basin A. At
the time of the storm, thc backwatcr at Catch BasIn C uJlowcd stormwatcr to cross
Montgomery une causing the damage to your 11roperty. There Is little doubl, however, that
the 12-inch culvert between Catch Husi'lli A and B pUTticiprUcd to aome degree in the
I>~ckwater condhlon whlch c:J,u,cd the flooding.
Tu dale, must of the condItions tl1ut werc TesponM/hle for the huckwater at Catch 8/1sln A
have been remedied by JeITerson COU'l1ty. 'l'hls Include. removing debrIs from the crossing
culver; and Catch Ha.~ln C, rebuilding Catch BlL.ill B ~o that tbe outlet is now fully open,
regrading am] raising of the road crown.. auu luweu'lng of the rim or grulll ]evel in Catch
Basin B. These ImpTllvements will provIde protection to your property in all but the most
improhable circu11lsllll1Ces. Nevertheless, I agree with you iliat it would be prodent to
Improve the 12-lllch culvort for fCllll10119 outlined below,
'J\wlve.lnch Culvert 8etween Cntell Basins A tmd n
The 12-lnch culvert ha~ two slx.lnch re-ellmml culverts penetrating it thut are illustrated In
'he IIttllched pl1otocOpy. Preliminary calcolatlons suggcst thllt tile penetrations reduce tbe
.:fft:clive cross-sectional a.rea of the ~'\Ilvert in two places by about 25%, The re-entrant
culverts lire sharp-edged jn outline /lIld also convey atormwatcr from prlvllte prapertie~.
The 25-t'oot-/on& culvert lies Ilt R slope of IIbllul &ill pel'cent, or about ~,,47 teet /n ~5 fcet.
The 5lope, rooghness lInd gtl{)mctry of the. l2-lnch &;uh'crt are such that Wlljcr flowing
Ihrough II would reach crWcal velocJt/es and depth when the culvert. Is sloped at about seven
percent. Since' tM s~ perc~mt ~ll!pc of the culVl)rl IIppT~w'.hes ,he c;rlttcal slC\pe 'or C'Ulv~,rlll
of thllt type, the criticlll d/sclu1rse and vele-clly clln provide an' approximation of the flow
n::t:1nn:: In Ihe actual culv:>rl under t100d conditions.
The crillen! flow 101' the culvert would l1e OJ! the:: urder of four cubi.: fect por oeoond to :ltgt
critical velocities ill the small culvert could be (,In the urue: uf ~ix feet per aCGohd during a
(urge storm event, A velocity of cight feet per second is predicted by the manning formulll.
The IWO pcnclra(lng culverlS would hllve the hydraulic effect of forclug the flowIng watnr
rltl'OlIgh (WO rapid cnntracllon head J06bes simllar to Clmancc hend (c"se5, and two rapId
'~111IlTl~emeJlt heud IO~5es. A.dditionllll(J~~111\ would come frum local turbulence at the re-
e.nlrUIH plpt:ij Ilnd ordinary barrcl {riollon;'
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Mr. Doan Eckmann
Page 3
Septomber 3D, ]994
+
1311":<.1 Oil ll,,::se ohsclVations, prellmltilu)' culculntlons wore made utling entrllnce lo~.
coefficients for the sharp.cc.lgec.l n:-cnlrllnt orifices, and tbe vcloclty heud obtained from the
crllicul flow veluchlcs. The entrlUlC" lo~~ IIlld expansion Joss coefficIent cnn be tnken to be
roughly 0..:1 while the velocIty he~<.I I. approximately 0.5 feet for the nonr-crltlcal flow of
velocily six feet per second that eould develop in thi. culvert. Thus, each contraction Hnd
expansion at a rc-cntrlmt culwrl could generate about 0.5 x 0.5, or about 0,25 feet of head
Joss. The tWIl penetrating culverts create fUUJ' such hydrnulIc los~es, which mellM .the pene-
tr'l1t;uns could geJl~rate roughly a fuut of loss at flood or .critical flow. Therefore, thoso
obstructIons In the 12-lnch culvert could he respon5ible for hydraulic losses ot a foo! dr
marc In the I.:ulvcn lIudel' nood condldons when dlschnrges pellk, Suoh .10G.... force the
lIV~lrUaJJl waleI' level up ~ foc)t or more creating potentinl for backwaterlng.
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ConclusIons
The actlllns ulken by Jefferson CoUIlI)' to Improve the hydraulics 0[' the drainage system In
the vlcJnit)' of YOIlT home are likely to be sufficient to prevent furtber flood damage to your
prnpt'ft.y. Neverll1elel>l>, the 12-lnch culvert opposite your home contlnues tn be a potential
source of hydraulic Inefficiency. Should the downstream catch basin grating, Catch Bw;ln
n. become filled with debriS, Oood WllteT would be diverted to thl' inlelllt Calcb Basin A.
UndeT this scenarIo, approximately B foot of uJlnecessary head loss and backwBtering eould
occur because of the re.eotrant ltix.ineh culvert pipes withIn the culvert. Tht:l>\l effects. taken
IIllJether, could reduce the overall capaclly ol the culvert by at lea.~t 30 percent.
Improvements to this rCl1cb of ct:lvert lire c...~y and Inexpensive to undcrtllll.o, IlncJ the
completion of suel! work would give evcn greatcr confidence that there will be no repetition
(If the flooding which damaged your property. On this has is, I would urge tho Jefferson
. counry ufflclals to ullIlc:rluke tll.. work so thl1t the mllttcr mny he put to fl)~t. ,
If yuu have any questicTIs or need further 1l1formatlul~ please do not hesitate to contuct u~.
Sincerely,
NORTHWESTERN TEJUUTOlUES, INC.
::5' ~ OS; h."Y' 'Z::::
Slllve S. Luxtoll, M5C., r.E,
J'rufcssfonnl Englnoer
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NORTHWESTERN TERRllORIES. INC.
Engmeets . Una SufVO'(OfS III Planners
CmlsI1UCliOn COOIlIinot/Oll . Matena/S T.sti.19
September 29, 1994
Mr. Dean Eckmann
221 Montgomery Lane
P.O. Box 65019
Port Ludlow, WA 98365
Subject: Preliminary Report on Montgomery Lane Drainage System
Dear Mr. Eckmann:
Thank you for calling on us to undertake a preliminary review of the hydrologic and
hydraulic conditions related to the flood damage to your property at 221 Montgomery Lane.
I reviewed the details of the drainage system as they were surveyed and observed after the
tlood event of December 9, 1993, and performed some hydraulic calculations related to the
storm event. .
After the flood, workers from Jefferson County completed some remedial actions, including
lowering the grate elevation of Catch Basin B opposite your home, rebuilding Catch Basin
B 50 that the outlet is no longer obstructed, as well as cleaning rocks and debris from the
crossing culvert and Catch Basin C (please refer to the attached diagram of the situation).
During the storm event, backwatering was observed at Catch Basin A, allowing the flood
water to cross Montgomery Lane and onto your property.
I reviewed the hydraulics of the critical reaches of the culvert and the backwater hydraulic
grades at the catch basins concerned. You pointed out that the 25.foot culvert between
Catch Basin A and Catch Basin B has two re-entrant six-inch corrugated metal culverts
which are shown in the a.ttached photocopy of photographs you made.
Preliminary Hydraulic Analysis
Evidence at the site suggests that the backwater condition observed was the result of
hydraulic inefficiencies within Catch Basin B, Catch Basin C, the crossing culvert linking the
two catch basins, and frictiona~ losses in the 25-foot reach of 12.inch culvert extending from
Catch Basin A to Catch Basin B.
During the very unusual and intense storm of December 9 and preceding days, very large
volumes of stormwater were transported to the site. At that time the grate elevation of
Catch Basin B was about six inches higher than the rim of Catch Basin A, forcing Catch
Basin A to receive a very large load of runoff. At the time of the storm, the outlet of Catch
Basin B was occluded with concrete that apparently flooded into the culvert during its
construction. Evidence suggests that some backwatering under the exceptional loads of
runoff occurred in Catch Basin B, even though it was not observed to overtop. It is also
717 SOUTH PEABOOY, PORT AHOELES, WA 91lJ62 (206) 452-8491 1.600.B54-5545 FAX 452-8496
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Page 2
September 29, 1994
possible, if not likely, that Catch Basin C was panially filled with debris when the storm
occurred and that backwatering and upstream pressurization of the culverts started at the
Catch Basin C and increased progressively upstream to Catch Basin C. At the time of the
storm, the backwater at Catch Basin C allowed stormwater to cross Montgomery Lane
causing the damage to your property. There is little doubt, however, that the 12-inch culvert
between Catch Basins A and B participated to some degree in the backwater condition
which caus~d the flooding.
To date. moot of the conditio:!!; that were responsib!1' for the flood ha.ve been re!T1edied 1;1::
Jefferson County. This includes removing debris from the crossing culvert and Catch Basin
C. rebuilding Catch Basin B so that the outlet is now fully open, regrading and raisi'ilg of
the road crown, and lowering of the rim or grate level in Catch Basin 8. These improve-
ments will provide protection to your property in all but the most improbable and large
tlood events. Nevertheless, I agree with you that it would be prudent to improve the 12-inch
culvert for reasons outlined below.
Twelve-Inch Culvert Between Catch Basins A and B
The 12-inch culvert has two six-inch re-entrant culverts penetrating it that are illustrated in
the attached photocopy. Preliminary calcUlations suggest that the penetrations reduce the
effective cross-sectional area of the culvert in two places by about 25%. The re.entrant
culverts are sharp-edged in outline and also convey large quantities of stormwater from
private properties.
The 25-foot-Iong culvert lies at a slope of about six percent, or about 1.47 feet in 25 feet.
The slope, roughness and geometry of the 12-inch culvert are such that water flowing
through it would reach critical velocities and depth when the culvert is sloped at about seven
percent. Since the six percent slope of the culvert approaches the critical slope for culverts
of that type. the critir.al discharge and velocity can provide an approximation of the flow
regime in the actual culvert under flood conditions.
The critical flow for the culvert would be on the order of four cubic feet per second so that
critical velocities in the small culvert could be on the order of five to six feet per second
during a large storm event. The two penetrating culverts would have the hydraulic effect
of forcing the flowing water through two rapid contraction head losses similar to entrance
head losses, .and two rapid elCpansion head losses. Additional losses would come from local
turbulence at the re-entrant pipes and ordinary barrel friction.
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Page 3
September 29, 1994
Based on these observations, preliminary calculations were made using entrance 1055
coefficients for the sharp-edged re-entrant orifices, and the velocity head obtained from the
critical flow velocities. The entrance loss and expansion loss coefficient can be taken to be
roughly 0.5 while the velocity head is nearly 0.5 feet for the near-critical flow of five to six
feet per second that could develop in this culvert. Thus, each contraction and expansion at
a re-entrant culvert. could generate about 0.5 x 0.5. or about 0.25 feet of head loss at critical
flow. The two penetrating culverts create four such hydraulic losses, which means the pene-
trations could generate roughly a foot of loss at flood or critical flow. Therefore, these
obstructions in the 12-inch culvert could be responsihle for a backwater of more than a foot
in the culvert under flood conditions when discharges peak.
Conclusions
The actions taken by Jefferson County to improve the hydraulics of the drainage system in
the vicinity of your home are likely to be sufficient to prevent further flood da.mage to your
property. Nevertheless, the 12-inch culvert opposite your home continues to be a potential
source of hydraulic inefficiency. Should the downstream catch basin grating, Catch Basin
B, become fiIled with debris, flood water would be diverted to the inlet at Catch Basin A.
Under this scenario, a foot of unnecessary backwatering could occur because of the re-
entrant culvert pipes within the culvert.
Improvements to this reach of culvert are easy and inexpensive to undertake, and the
completion of such work would give even greater confidence that there will be no repetition
of the flooding which damaged your property. On this basis, I would urge the Jefferson
County officials to undertake the work so that the matter may be put to rest.
If you have any questions or need fuI her information, please do not hesitate to contact us.
Sincerely,
NORTHWESTERN TERRITORIES, INC.
Steve S. Luxton, MSc" P.E.
Professional Engineer
dos
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Telephone 206.689.5650
Facsimile 206- 689-5649
LUANNE PERRY
Mr. Mark Huth
Prosec~tiny Attorney
Jefferson County
Courthouse
P.O. Box 1.220
port Townsend, WA 98368
CHISM
JACOBSON
& JOHNSON
October 5, 1994
LAWYERS
3950 WaShington Mutwl:1 Tower
1201 Tl:tird Avenue
Seattle. VAshlnglon 98101:-3013
RECEIVED
OCT 0 G 1994
JEFFERSON COUNTY
PUBLIC WOPW3 DF-PT
Dear Mr. Huth:
Re: Drainage Situation on Montgomery Lane
Enclosed is a letter from Mr. Eckmann describing the
inadequacy of the drainage system for which we have repeatedly
requested action on the part of Jefferson County.
I am also sending a copy of a professional engineering report
prepared by Northwestern TerritoriE's, !nc., urging the county to
undertake improvements.
In addition, you will find photographs of the six inch
culverts spliced into the twelve inch culvert. The engineering
report is clear that this situation reduces the effectiven~ss of
the culvert system,
I anticipate that this information will awaken the county to
the need for immediate action.
LAP: jmb
enclosures
41001
cc: Mr. Dean Eckmann
Mr. Earl Wells
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Mr.Mark Huth
Prosecuting Attorney
Jefferson County
Court House
P. O. Box 1220
Port Townsend Wa. 98368
Dear Mr Huth:
I am now entering my 14th year of retirement as a graduate
Engineer and a licensed General Contractor in the states of
Oregon and Washington.
My trained mind and 30 years ~ontractin9 k~pt me probing
as to why and what caused the devastation of my property th"t
occurred on December 10,1993. I obtained professionally recorded
daily records of the rainfall, in Port Ludlow, over the past
four years. These records showed a rainfall of 4.2 inches on
December 10,1993, much lower than the 8 inches recorded in
Seattle, and four other highs of approximately 3 inch<!s over
this four year period.
Surface water backed up to a height of 10 inches above
the catch basin grill of the North catch basin on Lot #37 and
yet did not show on the South catch basin, which was connected
to the North catch basin by a 12 inch culvert. This information
led to the conclusion that there must be a stoppage in the 12
inch culvert. r devised a remote controlled cameL a and lowered
it into the opening of the 12 inch culvert. The ensuing pictures
showed two 6 inch corrugated iron drain pipes penetrating ~nd
extending 4 or 5 inches into the flow line of the 12 inch
culvert.
With this information, I obtained an Action Request on
June 23, 1994, to inspect and correct the defective storm drain.
To date this work is not complete.
I feel like I am sitting on a time bomb set to go off with
the next heavy rain. This flaw in the system has been pointed
out to the Jefferson County Engineers and has not been corrected.
I am trying to protect my property as required by my
Insurance Carrie.r, and you are denying me access to the Jeffersor.
County Engineers who can help me in averting ~nother catastrophe.
I am enclosing an Engineers report by Northwest Industries
Inc. which substantiates my findings.
I request an answer to this letter and a fol:ow through
on my Action Request dated June 23, 1994.
Sincerely,
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PI-ONE No.
S.p.18 19512 6:l!l5I'IM P01
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September 30. 1994
Mr. Dean Eckmll.lln
2211V;.'Ut2omeTY Lane
P.O. Bo.. 65019
Port Ludlow, WA 9&165
SuhJect: PrelimInary Report on Montgomery Lane Drailll\ge SY5tem
Dellr Mr. E<;kmllnn:
ThuOk you for calling on us to um.lc::nakc II prelimlnll!')" review of tlle hydrologic and
hydraulic conditions related to the flomlllllJl1age tl.l your property llt 221 Montgomery 1.ane.
1 reviewed tnC details of the drainage Ry&tem lI& they weTC Hurvcyod and observed after t/18
flood cvcmt of Dccember 9, 1993. and performed SOlne hydraulic calculations related to the
storm event.
After lM flood, workerll Crom Jefferson County completed oorne remedIal selion,. including
loworing the grate elevlltlon of Catch Basin B opputilte your home, rebuilding Catch Basin
U so that the outlet is no longer obstructed, lIS weUes.deaning rocks and debrlc from the
crossing culvert and Catch Basin C (please refer to thc alto.chcd diagram of the situation).
Durin!! the ~torm event. backwllterlng was obsclVed at CAtch Basin A, allowing tbe flood
witter to CTo~~ MOJltgoDlery Lane and onto your prop$rty. .
I reviewed the hydrauUcB of thc crltlcal reaches of the culvert and tho backwater hydro'.lUc
grades lit the catch basins concerned. You pointed out that the2.i-foot culvert between
Calch Bllsln A and Catch 13asin H has two re-entrant sbr-inc:lJ corrugated metal culverts
whIch lire shown In the attached photocopy of pbotogrllpbs you Made.
Prellmlnnry Hydraulic ADolysls
Evidenc~ at the site sugge;'. lhat the. backwater cundldon obserVed was ihe result of
hydrau1ic Inefficiencies within Clltch Basin 13, Clltch Basin C, the crossing culvert linking the
tWO catch basins, inlet losses at Catch Brunn A. and frlctionallosses in the 25.{oot reach of
12-inch culvert elCtendtng from Clltch Basin A to Clltch BlLqin B.
During the very unusual and Inteme storm of December 9 and prtlCoolng days, very iolrBc
v()lltme~ of 6tOrmwlItcr were trnnsported tll the site:. At th'lt time the grate elevatl:>n of
Catch Basin B wus about 51" fnches higher t1UUI the rim of Catch Basin A, forcing ClItch
Basin A to receive a very lal t!,P lood tif runoff (see attached diegram). At the time of the
storm. the Olttlllt of Catch Basin B was occluded with concrete that apparently tlooded into
the C\llverl during Its construction. EvIdeuce ~\Iggests that some backwaterlng ~ l(~er the
tl~ccl'tillnnl JOUdH of f\JnClf! occurred in Catch BlllIfn n. even though It wus not observed to
717 UQUTH P~MlOll'f. PORT ANOILEll. WA 011'\12 IROOI "'.....01 l-e1lM1~.-GG~G rAll.~~-ll4DB
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A1CN: No.
Sep.16 1992 6:07AM pel
Mr. Dean Eckmann
Page 2
~eptcmber 30. 1994
overlop. It is also possible. if not likely. that Catch Dasin C WlUl partially filled with debri"
wl1en the sturm occurred and that backwlltering and upstream pressurlZt.ltlon of the culverts
stllrtl"d lit the Catch BllSin C Ilnd IncreWled progressively upstreaJlI III Cntch Basin A. ^t
lhe time of the storm, ill(; backwater at Cateb HIWn C allowed stormwalcr to cross
Montgomery Lane Cllu~ing the damage to your property. There Is 1/tt1e doubt, howevc;r, !.hat
the 12-illeh culvert between Cateb HII..ill>; A and D participat.oo to Borne degr~ in the
b,;,ckwlltcr condition whlch caused the flooding.
Tll date, Illost of the conditIons that wcre rcsponftible for the heokwater at Catcb Bllsh1 A
have been remedied by Jefferson County. 'fbls lncludclI remewing debris from the crossing
culvert and Catch Hasln C. rebulldlng Catch BII..hl B so thaI the outlt't Is now fllUy open,
regra jinll IInd raising of the road crown, and l\lwel'lng of the rim or grulll l..wol in Catch
BIi~in B. These lmprovementli will provide protection tt! your property In all but the: most
improbable circumstances. Nevertheless, I agree with you that It would be prudent to
Improve the: 12-luclt culvert for reallOn8 outlllllld below.
'l'Welve.rnch C:ulvert Between Cateb BIIShls A ond B
The 12-lnch culvert ha5 two six-Inch re-eur!"...nt culverts penetrating It thul are illustrated In
the llullched photocopy, PrelimlnlUy oulClllatlons suggest that the penetrations reduce the
effecllve crosK-!lectlonallll'c& or the culvert III two places by about 25%. The re-entrllnt
culvcrl~ lire sharp-ellgell in outUne and olso C(JIlVCY slornlwAtel' from pl'lvatll properties.
The 2S-foot-/ollg culvert lies at a slope of IIbClUI 6ix pOI'cent, or pbollt l.47 ;''''1 In ~5 feet,
The ~lllpe, roughness and geometry of tile '12-[ncl1 culvcrl are such III at ... .'tel' flowing
throullb il would reach critical velocJtlCllllnd depth when tile culvert Is Flaped Ilt about seven
percent. Since the ~Ix parcent 5JC!pe of the clllv~rt llppr!l~r.hcs the 9'ltical slope 'or culverts
(If thllt typc, the Critical dlscharse and velOcity clln prnvltle an' approximation of tht flow
n,/;:hllC' In the actual culvert undcr 1'1ood conditions.
The eriticllI flow lor the culvert would be on the order of {our cubic it.c~ por seoond co tbllt
critical velo~itle5 In the small culvert could be on the uru"r or ~ix ieel per 5000nd thrinS ~
lurge storm event, A. velocily of eight feet pet second Is predicted by the mMnlng formula.
The IWO penetrating culverts would h!lve the hydraulic effect of forcing the flowing water
through two rapid contracllon heao losses similar to emrance head los5e5, and two rapid
cnlll rl;lement Jlelld 10Mes. A.:!ditlonnl losses would come from local turbulence at the re-
entrllnr plpllij 8J\d ordinary barlcl {dodon, .
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5ep.181992 6:28AM Pal
Mr. Dean Eckmann
Page 3
September 30, 1994
BlI~<:c.1 on L11cse oh~crvatlons, prellminllI)' caleulnLlons wore made Ulling entrance Jos~
coefficients (or Ihe sharp-edged re-eIlU'lInt orifices, and the velocity head obt.alned from tbe
crilical flow vclocitles. The entrllIlce Jo~~ "ud cxpamion loss coefficient Cl11l he taken to be
roughiy 0.' while the velocIty bellY I~ approximAtely 0.5 feci for Ihe nOlU'..,rltlcw flow of
velocity ~Ix feet per second that could develop in this culvert. Thus, each contracdon and
,,"panslon at a rc-cnmlI1t I;ulvcm could generate about 0.5 x 0.5,or about 0.25 feet oE head
joss. The tWII pCl1ctratlllg cuIvcml> create (uur 8lJch hydrflullc los.~es, which mCll11Jl.the pone-
tiutillns could gCQ~rate roughly a fllllt or loss lit flood or .critical fJow. Therefore, those
obstructions in the 12-lnch culvert (:ould he respon.~iblc for hydraulic los~es at a foof or
1110re In the t:ulv..rt unde" flood coudlt/ons when dlscharge8 pollk. Suoh I08~08 force the
IIp~lrl,)ltUl waleI' level up a foot or more creating potential for ha"kwaterlng.
Concluslonll
The !Ietlun:; U1ken by Jefferson COullly 10 Improve tho bydTlaulics of lho drainage 8yStOm In
the vicInity of YOllT home arlllllcely to. be sufficient to prevent further flood damage to your
property. NeverLlle]e~s, the 12-lnch cUlvert oppo.~iLe your home contlnu~s tu bc a potential
source of hydraulic Inefficiency. Should the downstream catch bllSin grating, Catc;. Ballin
n, heeome filled with debris. flood wilter would be diverted to the inlet al Catcb Bas;n A.
Under this scenarJo, approximately B foot of 1I11necessIU)' head lONN and backwatering could
uccur \1~IlUSC (Jithe Te-entrant ltix.lnch culvert pipes within the culvert. Thllli~ effects, taken
tOllether, could reduce the overall capacity of the culvert by at lea.~t 30 percent.
Improvements to this rellCh of culvert lire '''',!y Bnd Inexpensive to undortnke, lmd the
completion of stich work would give even grenter cunfldence that th~re wJlJ be no repedtlon
of the f1/ludlng which daml1lled your property. On thIs ha.qis, I wonlcl urge the Jefferson
. counry uftlcllll~ to underluke the work ~o thut the mutter may he put to red. ,
Jf yuu have any ql1c8tions or need further InformatlulI, plcasc do not hesitate 1(1 conmct. us;
Sincerely.
NORTHWESTERN TERRITORIES, INC,
:5'~ ~ A..y."Z::::
Sieve S. Lmltoll, MlC.. r.E.
l'rufe9Mlonlll Engineer
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JACOBSON
&: JOHNSON
39'0 Washinglon MUlual Tower
1201 Third AVl'nuc
Sfoaulc. ~hinglon 98101.3013
Td.phone 206' 689.5650
t:~cslmilc 206-689.5649
LAWYERS
LUANNE PERRY
September 22, 1994
Mr. Mark Huth
prosecuting Attorney
Jefferson County
Courthouse
P.O. Box 1220
Port Townsend, WA 98368
Re: Drainage Situation on Montgomery Lane
Dear Mr. Huth:
The purpose of this letter is to express my deep
disappo~ntment in your adamant refusal to meet with Mr. Eckmann.
AS I me~tioned on the telephone and as he mentioned in person, the
current situation of the drainage system on Montgomery Lane
requires immediate attention by Jefferson Count.y. Given
Mr. Eckmann's professional background, his opinion regarding the
inadequacy of the drainage system should carry some weight with ~he
County and instigate an investigation, .However, your adamant
refusal to allow Mr. Eckmann, who is still a citizen of Jefferson
County, access to county employees is unjustified and unfair.
Shortly you will receive a wt'itten report prepared by a
professional engineer hired by Mr. Eckmann. Hopefully this
information will motivate the County into action. In the meantime,
the County is hereby put on notice that Mr. Eckmann has repeatedly
requested the County to remedy the drainage system and the County
hae: refused and hall -".lso refused to meet with Mr. Eckmann at your
direc~ion. .
Since~urs,
She perrY~
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49111
cc: Mr. Dean Eckmann
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3910 Washington Mutual Tower
1201 Third Avenue
Sean),.. YAshington 98101-1013
Telephone 206'689-5650
Facsimile 206'689-5649 LAWYERS
LUANNE PERRY
November 11, 1934
RECElveo
NOV 11 190
v4
.JEFFED
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S I)T=D-r-
Mr. Mark Huth
prosecuting Attorney
Jefferson county
courthouse
P.O. Box 1220
port Townsend, WA 98368
Re: Drainage SituatioD on Montgomery Lane
~J
Dear Mr. Huth:
As you might recall, on October 5, 1994, I wrote to you
regarding the inadequacy of the drainage system. Also enclosed in
that letter was a letter written by Mr. Eckmann which requested the
county to address the action request dated June 23, 1994.
The purpose of this letter is to request that you instruct the
Engineering Department of Jefferson County to review the action
request dated June 23, 1994, and take appropriate measures.
Very truly yours,
~~J;;2~
LuAnne perry"<f: - ~
LAP:t1
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cc. r. Dean
. Mr. Earl
Eckmann
Wells
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JACOBSON
& JOHNSON
Telephone 206. 659-S650
Facsimile 206. 689..56~
LAWYERS
LUANNE PERRY October 5, 1994
Mr. Mark Huth
Prosecuting Attorney
Jefferson County
Courthouse
P.O. Box 1220
Por~ Townsend, WA 98368
Re: Drainage Situation on Montgomery Lane
Dear Mr. Ruth:
3950 W-.shinglon Mutual Tower
! 201 Third Avenue:
Sr.altlc. Wlshinglon 98101.3013
Enclosed is a letter from Mr. Eckmann describing the
inadequacy of the drainage system for which we have refJeatedly
requested action on the part of ~effersDn County.
I am also sending a copy of a professional engineering report
prepared by Northwestern Territories, Inc., urging the county to
undertake improvements.
In addition, you will find photographs of the six inch
culverts spliced into the twelve inch culvert. The engineering
report is clear that this situa~ion ~educes the effectiveness of
the culvert system.
I anticipate that this information will awaken the county to
the need for immediate action,
Sincerely yours,
:k {I~ fL--
LuAnne Perry ~
LAP: j lnb
enclosures
4T007
cc: Mr. Dean Eckmann
Mr. Earl Wells
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Mr.Mark Huth
Prosecuting Attorney
Jefferson County
Court House
P. O. Box 1220
Port Townsend Wa. 98368
Dear Mr Huth:
I am now entering my 14th year of retirement as a graduate
Engineer and a licensed ~en~ral contractor in the states of
Oregon and washington.
My trained mind and 30 years contracting kept me probing
as to why and what caused the devastation of my' property that
occurred on December 10,1993. I obtained professionally recorded
daily records of the rainfall, in Port Ludlow, over the past
four years. These records showed a rainfall of 4.2 inches on
December 10,1993, much lower than the 8 inches recorded in
Seattle, and four other highs of approximately 3 inches over
this four year period.
Surface water backed up to a height of 10 inches above
the catch basin grill of the North catch basin on Lot #37 and
yet did not show on the South catch basin, which was connected
to the North catch basi~ by a 12 inch culvert. This information
led to the conclusion that there must be a stoppage in the 12
inch culvert. I dev~sed a remote controlled camera and lowered
it into the opening of the 12 inch culvert. The ensuing pictures
showed two 6 inch corrugated iron drain pipes F~netrating and
extending 4 or 5 inches into the flow line of toe 12 inch
culvert. .
With this information, I obtained an Action Request on
June 23, 1994, to inspect and correct the defective storm drain.
To date this work is not complete.
I feel like I am sitting on a time bomb set to go off with
the next heavy rain. This flaw in the system has been pointed
out to the Jefferson County Engineers and has not been corrected.
I am trying to protect my property as required by my
Insurance Carrier, and you are denying me access tn the Jefferson
County Engineers who can help me in averting another catastrophe.
I am enclosing an Engineers report by Northwest Indust.les
Inc. which substantiates my findings.
I request an answer to this letter and a follow through
on my Action Request dated June 23, 1994.
Sincerely,
i. -< /
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\5ep. Hi 1992 6:06AM P01
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NORTHWESTERN TERRITORIES, INC.
c""".,n II LJnd Sl~~ . PWnUS
(Jon,r../"" CrwdlAJI/M II Ihlll/aJr 1luJ'1ll
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~eptember 30. 1994
Mr. Dean EcklT.llJln
221 M0l1t2omery Lane
1'.0. Box 650]9
Port Ludlow, W A 9R365
SuhJect: Preliminary Report on Montgomtlry Lane Draillflge Sy~tem
. ~ ':,
Dear Mr. Eckmunn:
'!1umk you for calling on us to ullt.lcl'l.ake II. preliminll':')' review of the hydrologic and
hydrllUlic conditions related to the flood damage tLl your property a.t 221 Montgome.ry Lane.
J reviewed the details of tho drainage ~ystem liS lhey were: KUl'Vcycd and obscrved lifter the
flood event of Deccmber 9, 1993, and perfonned some hydrllulic clllculatlon!1 reh:lIed to tlle
storm event.
After the flood, workeTlllrulIl JetCoT6on County completed Rome remedial nction~. including
lowering the grate elowllon of Catch Bllsln B oppllshe your homo, rcbuilding Catcll Basin
Jj so thaL the outlet is no Jonger obstructed, liS WtlllllS,<:Ieaning rocks Ilnd debris {tOm the
crossing culverl and Catch Basin C (please refer to the atlllCbcd dlogram of the situa.tlon).
During tJ1e Mnrm event, backwater/ns was observed at Catcb Basin A, allowing the flood
Wllter to cruss Montgomery Lane llnd Ol1to your property.
I reviewed Ole l1yclraullcs of tl1e critical reache~ 01' the ctdvcrL and the backwater hydraulic
grades lit the catch basins concerned. You pointed out that tho z..~.root culvert between
Catch Blish: A and Catch Basin H has two re.entrhnt sill-Inch cOl'lugated metal culverts
whlc]) lIre shown in the IltU1Ched photocopy "r pbotographs you made.
PI-ellmlnnry Hydraulic AnoJysl1!l
11vidcnce at the, site suggests that Ihe. backwater cllndhlol1 obsoJl'ed was the resuL of
Ilydrllulic ineffJcicncies within Calch DiI.in n, C~ltch Basin C, the crossing culverlllnking the
tWO caLch basins, inlet losses at Catch Basin A, and frlctlonallosseS in the 25-loot reach of
12.inch culvert extending from Clltl;h BasilT A to Catch Da.qin D.
During the very unu~ual and inten5e storm of Decemher C) and preceding days, very Jnrae
volumer.; of ~lormwater were trnnspoTted III the ~ite. At that time the grate elevation of
Cl1lch l3asln B waS about sIx Inches higher UlIIIl the rim of Olfch Basin A, forcing CHtch
BAsin A w receivo a very large load of runoff (see' auached diagram). At the time of the
Morn'. the outlet of Catch Basin Tl was occluded wilh concrete that apparently flooded into
Ihe culverl during lis ctmSlruclion. Bvide.uce ~\ISllests .thal some bacl..-wntering under the
exccl'tj(mnl JOlldH oC runllC! occurred in Catch BRSin 13, even though it WIlS not observed 10
711 ;DUTH p.~ODll'I, PDIll ANOI.LElI. W~ M~'" (2OIl1 "'....01 1~.j\!4..1~4C rAA 4bC UIOO
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Mr. Dean Eckmann
Page :z
Septomber 30. ] 994
uvertop. 11 is III so possible, if not likely, that Calch Dasin C was parll.llly filled with dehri~
when the storm occurred and that backwatering IInd upstream pressurization of the culveru;
snlTled lit the Catch Basin C and Increased progresg;vely upstream 10 Cmch Basin.A. ^t
the time of the storm, the backwator at Catcb HasJn C ltJiowed stormwatcr to cross
Montgomery Lane causing the damage to your property. Th.:re I~ little i1uubt, however, thaI
the 12-inch culvert between Catch .H1~,iJ1s A and D pllrticipo.1od to some dcgre~ in the
h~ckwllter e<mditlon whJch caused the 11oOOing.
Tu elate, must of the conditIons that were responKlble for the huckwater at Ca:ch BllSln A
hllve be.~n remedied by Jefferson County. ThIs Includes removing i1ebrls from the crossing
culvert and ClllCh Ha.~ln C, rebulldln!: Catc;' DaMiu B so that the outlet Is now fully open,
regrading ami raisins of the road crown, a!ld luwcr;ng of thc rln: or gmtt! ltve} in Ca!('.h
Bas',. B. These Improvements wll1 provide protection to your propcrty iT> all but the mos!
improhahle cirCUl11stunces. Nevertheless, I agree with you that it wouM b~. prudent 10
Improvc the 12-lucl1 culvert for rOll!lons (lUt!inlltl below.
'J'wclvc.lnch Culvert Between Cllteh BlIShl8 A and n
The 12.inch culvert hll~ two six.inch re.eut.rant culverts penetrating it thut (\10 illustrated In
the Ilttllched photocopy. Prelimlnluy Calculatlons ~uggest thlilthe penetrations reduce the
effect.ive cros~-sectloll!llllI'ea ot the culvert in two places by abOUl 25%. The re.entrant
clllvcrt~ lire Sharp.edged in (lutUne and also couvey stormwater from private propertieG,
The 2S.fooHong culvert lies at II slope. of libnul r.bc pel'cent, or IIbout 1.47 reet In ~5 feet.
The slnp.:, roughness and geometry ot the U.lnch culvert are sllch Ihat water flowing
through it would roach critical velocities IInd dopth whcn the culvert Is sloped atubout scven
percent. Since the six perllent ~l,!pe of the c\lIvr,rlllpprpllphes Jho crJticat slClpe for culve.rt~
(If thut type, the criticlll dlsclU1rge and velocity can provide an' approxlmatioil of the !low
n;~iJne: in the aClUal Cll)vor: under flood condition&.
The c/'itiCltlllolV tor the culver: would he on the unler uC four cub;..: fc.ot por ceo:md &0 \h;l~
l;rilical veJocitic~ In the small culvert could be on the oruer or ~ix feet per Booono during lL
lurge storm event. A volocily of eight feet per second Is predicted by the manning formula.
The two penetrntlng clIlverl~ would have the hydraulic cffect of forcing the fiowlng watcr
through two rapid cllntracllon head losses similar to entrunce helld losse~, IUld two mpid
enlargement h.:ud lo~ses. Additionnl Josse~ would come frl.m local turbulence atlhe reo
cntrunt plpen nnd ordlJ1Jll')' bnrrel friction,
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September 30, 1994
DH.~t.1 on these ohsorvat!ons, prollminllJ)' clllcullltlons wore made mang entrance l(>~~
ClIofficients for the shllrp'cdg~u rc-clIu'onl orifices, and the vclocity heud oblained from the
crltlc!!1 flow voll/cltles. The entrllJlce 10.. and expansion loss coefficient enn be tnken to be
roughly 0.:1 while the velocll)' ht:at.l b approximately 0.5 fecI faT t11c near. critical flow of
velocity six feet per second tha.t could develop in this culvert. Thus, el1ch eontro.ct!on IInd
cxprmsioll at a rc-cmrunt culwrl could gonerate about 0.5 x 0.5, or abouL 0.25 feeL of head
~oss. Tht: tWll pCllcltatlng culvens CTe<l.te fllur such hydrlluUc losses, which menrn:the pene-
tr'atiulIs could ~en~rate rQugbly a fuut or loss Ilt flood or ,critical flow. Therefore. these
obstructions In the 12-lnch culvert could he rospon.~iblc for hydraulic losses of II foof or
more In the l.;ulvcrl under nood conditions when dlse:hnrges penk. Suoh '!OR<elO force ihc
upstrcam waleI' levcl up a fout or moro creating potentinl for hllckwalerlnll.
Conclusions
The IICUClI1li takell by Jefferson County to Improve the byurllu1ies of tbe drainage system In
lhe vicinity of yom' home are likely tu be ~ufficle"t tu prevent further flood damage to YOllr
pmpcTty. Neverlhele~5, tbe 12-Jnch culvert opposite yout home contlnut:s tll be Il potential
~ource of hydraulic Inefficiency. Should tile downstream catch basin gratillg, Catch Bw;in
13. bocome filled witll dehris, nood water would be dlverled to the inlet at Catch Basin A.
Under this scenario, a.pprox!mmeJy a foot of uJlJ~~cessal)' head loss and bac\(watering could
uccur because of the Te-entrant liix.inch culvert pipes within the culvert. 'J'h~,-, corrects, taken
Wllelher, could reduce the overail capacity of the culveTl by at Joa.~t 30 percent.
Improvements to this J'euch of culvert 11ft: ell.~y IInd Incllpensiv,-, \0 undcrtnkc, o.nd the
completion of slIcll work would give even greater confldencothat tht:re will be 110 repetition
(If the f1llCldlng which damuged your properlY. On this ha~js, I would urge tho Joffor&on'
, counry llftlclllls to OI1l.]crrluke tht> work so that the mutter may he put LO re~t. .
J f )luu have any questions or need further InformaliulI, please do not hesitllt~ to COnfuclllS.
Sincerely,
NORTHWESTERN TERRITORIES, INC.
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TeI.phon. 206' 689.5650
}:ac)hnilt 20(1. 6t19-5M9
l.\IANNL PENRY
Mr. Mark Huth
prosecuting Attorney
Jefferson county
Courthouse
P.O. Box 1220
Port Townsend, WA 98368
'"
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CHISM
JACOBSON
& ] OHNSON
LAWYERS
September 22, 1994
Dear, Mr. Buth:
Re: D~ainage Situation on Montgomery Lane
3950 W;a~hin~lon MUlual Tuwtr
1201 Third Avrnur
~;1ule. v..b~hinJ:lnn 9RIOI-301l
The purpose of this letter is to express my deep
disappointment in your adamant refusal to meet with Mr. Eckmann.
As I mentioned on the telephone and as he mentioned in person, the
current situation of the drainage system on Montgomery Lane
requires immediat3 attention by Jefferson 'County. Given
Mr. Eckmann's professional background, his opinion regarding the
inadequacy of the drainage system should carry some weight with the
county and instigate an investigation. However, your adamant
refusal to allow Mr. Eckmann, who is still a citizen of Jefferuon
County, access to county employees is unjustified and unfair.
Shortly you will receive a written report prepared by a
professional engineer hired by ~lr. Eckmann. Hopef.ully this
information will motivate the County into action. In the meantime,
the County is hereby put on not,ice that Mr. Eckmann has repeatedly
requested the County to remedy the drainage system and the County
has refused and has also refused to meeL with Mr. Eckmann at your
dil'ection. '
LAP:sw
4S111
cc: Mr. Dean Eckmann
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KARR -TUTTLE -C AMP BELL
A ProfuliotuUSmie' CotJ'OnltioIII
1201 Third Avenue, Sui", 2900. &attJe, Washington 98101.3028
Telephone (206) 223-1313. FllCail'1ile (206) 682.7100
Portland umc.
1105 Stancbrd Plaza. 1100 S.W. Sixth Avenue, Portland, Oregon 97204-1085
Telephone (503) 248-1330, Facsimile (603) 222-4429
rle~ reply to 8I'lIttl~ Offict'
Mark R. Johnsen
January 23, 1995
RECEIVED
Earl Wells
Road Dept. Operations Manager
Jefferson County Dept. of Public Works
P.O, Box 1220
Port Townsend. W A 98368
JAN 2 5 1995
JEfFERSON COUNTY
PUBUC WORKS DEPT.
RE: Eckmann v. Jefferson County
Dear Mr, Wells:
I am the attorney representing Jefferson County in a lawsuit brought by Dean and
Gloria Eckmann. We are obligated to answer the Interrogatories and Requests for Production
which were sellt by plaintiffs to Jefferson County. I have enclosed a copy for your review.
I will need assistance in answering several of the discovery requests. Specifically, I
would ask for your input on Interrogatories 14 through 35, and Requests for Production 3
through 12. I would appreciate it if you would jot down draft answers to these Interrogatories
and Requests for Production. It would probably also be helpful for you to call me to discuss
appropriate answers to these discovery requests. I can be reached at 223-1313 in Seattle.
Thank you.
jZZ;~
Mark R. Johnsen
MRJ/nlr
Enclosure
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CEATIFICAT~ OF MAILING
0,. I~l" d..'I I dftPO$IICd In In. mall. 01 the U"j,1td St.,.. ~ /e. a ~-,.
01 Amt:I".a 0 ~"operly Slitrn"." and .dd'.IJ.ed .nY.~ dir.cted ..JV ~.,.....o.o~ ~n/ --g ..........
II,) :1It!' .4..... "1":',':1 "t fOCOld 01 ~dttf."d.n. :o",..n,ng '. ..-/_ ':. /:.;, f'--
it ...Il.r! .., till' 1I0(:1:.n."1 on whiCh Ih.:> CIII'lIfICI't I. ,'llllld. .' .,-! -...:......,:..' .~-:Ii ~ '7:--..
I ..:"rllf'l' undlt' penallY of perjury. und., the l.wI (If Ihe S'lte ..:' /l;' / ~I it; r."-..
at ~.:~~:~nl~::n :";/~,:::g~,,O M~~~'-;~ 9~ .:..;~. J'~t, "=:...~..~
a' Se'tll.. W..l'ting1on. .....---, ~
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3
4
IN THE SUPERIOR COURT OF THE STATE OF WASHINGTON
IN AND FOR THE COUNTY OF JEFFERSON
5
6
DEAN and GLORIA ECKMANN, husband
and wife and the marital
community thereof,
PLAINTIFFS' FIRST
INTERROGATORIES AND REQUESTS
FOR PRODUCTION TO DEFENDANT
JEFFERSON COUNTY
NO. 94-2-00223-5
7
e
9
Plaintiffs.
v.
10
ROBERT and JANE DOE REASONER,
husband and wife and the marital
community thereof; CECIL B. and
JANE DOE COOLEY, husband and
wife and the marital community
thereof; EQUITY HOMES, INC., a
Washington corporation; POPE
RESOURCES, INC., a Washington
corporation; JEFFERSON COUNTY;
JOHN DOES 1-10; FRED HILL
MATERIALS, INC., a Washington
corporation; and KEVIN BELL and
JANE DOE BELL, husband and wife
and the marital community,
d/b/a/ KEVIN BELL BUILDERS,
11
12
13
14
15
16
17
Defendants.
18
19
JEFFERSON COUNTY, defendant
TO:
AND TO:
MARK HUTH, Jefferson County Prosecuting Attorney
20
n
plaintiffs, by and through LuAnne Perry of Chism, Jacobson &
Johnson, and pursuant to CR 33 and 34, make a Request for Production
of Documents and requests for answers to interrogatories as set
22
23
24
25
The documents and responses shall be produced for
forth below.
PLAINTIFFS' FIRST INTERROGATORIES AND
REQUESTS FOR PRODUCTION TO DEFENDANT
JEFFERSON COUNTY - 1
Chism, Jacobson &< Jol;;;!lon
LAWYERS
1201 THIRD AVEHUE. SUITE 3950
SEATTLE, IIASHINOTON 98101.3013
(206) 689.5650
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inspection and copying at the offices of Chism, Jacobson & Johnson
no later than 30 days after receipt of this discovery request.
MATTERS OF GENERAL APPLICATION AND PZFINITIONS
1. You are required to respond to each and every request.
The response to each request shall include such knowledge of the
answering party as is within its custody, possession or control,
including, but not limited to, knowledge and documents in its
custody, possession or control or that of its consultants,
accountants, attorneys and other agents. Where facts set forth in
answers to portions thereof are supplied upon information and belief
rather than actual knowledge, state and specifically describe or
identify the source or sources, of such information and belief.
Should you be unable to provide any document or portion thereof,
describe the effort to obtain such information.
2. In response to each request, if you do not answer the
request in whole or in part because you are unable to do so or
otherwise, identify each person you believe has information relating
to the subject of the request.
3. "Claims" or "Contentions"
<
refers to any contention ,~r
claim affecti~? this case either as part of a party's case fn chief
or as a defense to any of the issues herein.
4. "Desoribe in full detail" means to set out every aspect of
every fact, circumstance, act, omission, or course of conduct known
to you relating in any way to the matter inquired about, including,
PLAINTIFFS' FIRST INTERROGATORIES P~D
REQUESTS FOR PRODUCTION TO DEFENDANT
JE~FERSON COUNTY . 2
Chism, Jacobson 8< Johnson
LAIIYERI
1201 THIRD AVENUE, SUITE 3950
SEATTLE, ~ASHINOTOH 9810\.3013
(2061 689.5650
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without limitation, the date and place thereof, the identity of all
documents relating thereto, and if anything was said by any person,
the identity of each such person and each such oral statement, and
if the oral statement in whole or in part was contained, reported,
summarized or referred to any documents, the identity of each such
document.
5. The term "dooument" or AdOCUDlf!ntation" as used herein
means any writing and any other tangible thing in cURtody,
possession or control of the answering party or known to the
answering party--whether printed, recorced, reproduced by any
process, ~ether or not claimed to be orivil~qed or exempt from
Droduction for any reason--including, but not limited to, letters,
reports, agreements, all official and personal communication,
correspondence, telegraphs, memoranda, summaries or records of
personal conversations,
formal or informal notes,
diaries,
forecasts, photographs, tape recordings, charts, plans, drawings.
minutes or recordings of conferences, minutes or recordings of board
meetings, expressions or statements of policy, lists of persons
attending meeting or conferences, summaries of interviews, reports
and/or summaries of investigations, opinions or reports of records,
drafts of any document, revisions of drafts of any document,
invoices, receipts and original or preliminary.
Any comment or
notation appearing on any document, and not part of the original
text, is to be considered a separate "document."
PLAINTIFFS' FIRST INTERROGATORIES AND
REQUESTS FOR PRODUCTION TO DEFENDANT
JEFFERSON COUNTY - 3
Chism. Jacobson &. Johnson
LAIIYERI
1201 THIRO AVENUE. SUITE 3~0
SEAT1L!, ~ASHINGTON 98101.3013
(206) 689'5650
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"Identify" as used herein means to describe and define
2 with particularity and precision.
3
7.
.per.on" as used herein refers to any individual or
4 enti.ty, such as a corporation, partnership or other organization.
5
8.
Where identification of a document is required, state:
6
a.
The date;
7
b.
The exact title;
8
c.
The general subject matter of the document;
The name of the author, his business affiliation
9
d.
10 presently and at the time the document was prepared, and hi3 last
11 known address;
12
e.
The name, business affiliation presently and at the
13 t.ime he received the document, and last known address of the
14 addressee;
15
f.
The name, business affil~ation presently and at the
16 time of the document, the last known address of every person or
17 organization to whom a copy of the document was to be sent, other
18 than the addressee described above;
19
g.
The name and address of all persons who now have the
20 original and any copies; and
21
h.
The identification and location of files of the
22 original and each copy normally kept and the custodian thereof;
23
9.
whenever identification of a "person" is required, state
24 the name and last known business address or location of each such
25
If such person is an individual, additionally state the
person.
PLAINTIFFS' FIRST INTERROGATORIES AND
REQUESTS FOR PRODUCTION TO DEFENDANT
JEFFERSON COUNTY . 4
Chism, Jacobson & John.son
LAWYERS
1201 THIAO AVENU!, SUITE 3950
SEATTL!, WASHINOTOl/ 98101.3013
(206) 6119'5650
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business position or positions held by that individual at the time
or times for which such identification is required, such person's
last known residence address. If such person is not an individual
but an entity or organization, additionally identify the individual
or individuals employed by or representing such entity or
organization who have knowledge or with whom communications have
been had relating to the matter invoJved.
10. If you contend that the answer to any Request for
production constitutes work product, is privileged, in whole or in
part, or otherwise object to any identified document, regardless of
its relevance, identify the document, state the reason for each
objection or ground for objection, and identify each person having
knowledge or factual basis, if any, on which the objection is
asserted. Soecificallv. orovide the followina information to everY
reQUest uoon which there is an obiection:
a. The exact nature of the privilege, or other grouncls
for objection;
b. In identifying such documents, provide the author,
his business affiliation presently and at the time the document was
prepared, and his last known address;
c. all recipients of the document including carbon
copies and blind copies;
d. The name and address of all persons who now have the
original;
PLAINTIFFS' FIRST INTERROGATORIES AND,
REQUESTS FOR PRODUCTION TO DEr:lNDANT
JEFFERSON COUNTY - 5
Chism, Jacobson" Johnson
LAIIY!RS
1201 THIRO AVENue, SUITE 3~0
stATTLe, WASHINOICl/ 98T01'3013
(206) 689'5650
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e.
The factual basiR which gives rise to the claim of
privilege or other grounds for objection, including the date(s) on
which the privilege or other grounds arose;
f. The date of the document;
g. The exact title of the document;
h. The general &ubject matter of the document;
11. Words in the masculine gender include the feminine
and neuter.
12. The singular number includes the plural, and the plural
the singular.
13. "Relating to" or "pertaining to" as used herein shall mean
any document which is relevant in any way to the subject matter,
including without limitation to the foregoing, all documents which
contain, record, reflect, summarize, evaluate; comment upon,
transmit or discuss the subject matter of any request, as well as
draft.s, work papers or other preparation materials, exhibits shown
or circulated at any meet.ing, the text or notes of any oral or
written presentation or conversation.
14. "You, " or "your" means the party to whom these
interrogatories are addressed, their relevant business entities, and
all associated or affiliated persons, companies or entities and
their agents, assigns or attorneys.
15. The term "Lot 37" as used herein means the real property
commonly known as 234 Montgomery Lane, Port Ludlow, Washington, and
labelled "37" on Exhibit A, a portion of a survey attached hereto.
PLAINTIFFS' FIRST INTERROGATORIES AND
REQUESTS FOR PRODUCTION TO DEFENDANT
JEFFERSON COUNTY - 6
Chism, Jocobson III Johnson
LAIIYERS
1201 THIRD AVEHUE, SUirE 3950
SEATTLE, \lASHINOION 98101.3013
(206) 689.5650
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The term " Eckmanns, property. as used herein means the
real property commonly known as 221 Montgomery Lane, Port Ludlow,
Washington, and labelled "52" on Exhibit A, a portion of i'\ survey
attached hereto.
17. The term "drainage system" as used herein means the
surface water drainage system including without limitation the
culverts, catch basins, pipes, french drains, downspout drains, and
surface water within 500 yards of Lot 37 and the Eckmanns' property.
~8. The term "north catch basin" means the catch basin
labelled "A" on Exhibit A, a portion of a survey attached hereto.
19. The term "south catch basin" means the catch basin
labelled "B" on Exhibit A, a portion of a survey attached hereto.
20. If you contend that the an.swer to any interrogatory
constitutes work product or is privileged in whole or in part, or
otherwise object to i!.ny part of an interrogatory, or that any
identified document,would be excludable from production to defendant
in discovery regardless of its relevance, identify the document,
state the reasons for each objection or ground for exclusion, and
identify each person haVing knowledge of the factual basis, if any,
on which the privilege or other ground is asserted.
21. These interrogatories and requests for production shall be
deemed to be continuing and any additional information relating in
any way to these Requests for Production which you acquire
subsequent to the date of answering these Requests for Production,
PLAINTIFFS' FIRST INTERROG^TORIES AND
REQUESTS FOR PRODUCTION TO DEFENDANT
JEFFERSON COUNTY - 7
Chism. Jacobson'" Johnson
LAI/'IERS
1~01 THIRD AVENUE, SUITE 3050
SEATTLE. ~ASHINC'DN 98101'3013
(206) 689'5650
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up to and including the time of trial, shall be furnished, promptly
after such information is acquired, as suppl~mental answers.
INTERROGATORIES AND REOUESTS POR PRODUCTION
INTERROGATORY NO.1: State the full name, title, and business
address of each person answering these interrogatories.
ANSWER:
INTERROGATORY NO.2: State the full name, title, and business
address of each person providing any information used in answering
these interrogatories.
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INTERROGATORY NO.3: State, by name of the person, precisely
what information was provided by the person or persons named in
response tn Interrogatory No.2.
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INTERROGATORY NO, 4: With respect to each of the persons named
in response to Interrogatory No.2, identify each document which is
PLAINTIFFS' FIRST INTERROGATORIES AND
REQUESTS FOR PRODUCTION TO DEFENDAN'!'
JEFFERSON COUNTY - 8
Chism, Jocob5on 8< Johnson
LAI/YEAS
1201 TIIIAO AVENUE, SUITE 3950
SEATTLE, ~ASHINO'ON 98101.3013
(206) 689,5650
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in the custody and/or control of said person.
Your attention is
2 directed to the definition of "identify" set forth in the preamble
3
to these interrogatories.
4
ANSWER:
5
6
7
8
REOUEST FOR PRODUCTION NO. 1: Produce all documents identified
9 in the answer to Interrogatory No.4.
10 RESPONSE:
11
12
13
14
INTERROGAT9RY NO. 5: Have you notified your insurance carrier
of this lawsuit and/or tendered defense of this lawsuit to your
15
16
insurance carrier?
17
18
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19
20
21
INTERROGATORY NO.6: Identify each of your insurance carriers.
22
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23
24
25
PLAINTIFFS' FIRST INTERROGATORIES AND
REQUESTS FOR PRODUCTION TO DEFENDANT
JEFFERSON COUNTY - 9
Chism, Jocobson 8< Johnson
LAIIYERS
1201 THIRD AVENue. SUIT! ,~o
SEATTLE. WASHINGTON 98'Dl"0"
(206) 689'5650
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INTERROGATORY NO.7:
For each insurance carrier identified in
response to Interrogatory No.6, state:
(a) The policy number.
(b) The limits of the policy.
(c) Each exclusion to the policy.
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INTERROGATORY NO.8: State '~he full name, title, and busin~ss
address of each person having any information relating to or arising
from the matter set forth in your Ans~ler on file herein.
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INTERROGATORY NO. 9: State the full name, title, and business
address of each person having possession and/or control of any
documents relating to any matter set forth in your Answer on file
herein. Your attention is directed to the definition of "document"
set forth in the preamble to these interrogatories.
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PLAINTIFFS' FIRST INTERROGATORIES AND
REQUESTS FOR PRODUCTION TO DEFENDANT
JEFFERSON COUNTY - 10
Chism, Jacobson & Johnson
LAIIYERS
1201 1HIRD AVENUE, SUITE 3950
SEATTLE, ~ASHrNGTOII 98101'3013
(206) 689. 5650
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INTERROGATORY NO. 10;
Do you expect to ca 11 a;ov expert
witnesses at trial?
ANSWER:
INTERROGATORY NO. 11: If the answer to Interrogatory No, :0 is
affirmative, state with respect to each expert:
(a) The identity of each expert you expect to ,call as a
witness at trial.
(b) The qualifications of each expert you expect to call as a
witness at trial. You may attach a resume of each e;.:pert
to assist you in answering this interrogatory,
(c) The subject matter on which the expert is expected to
testify.
(d) The substance of the facts to which the expert is expected
to testify.
(e) The source of the facts to which the expert is expected to
testify.
(f) The substance of the opinion(s) to which the expert is
expected to testify.
Igl A summary of the grounds for each opinion of the expert,
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PLAINTIFFS' FIRST INTERROGATORIES AND
REQUESTS FOR PRODUCTION TO DEFENDANT
JEFFERSON COUNTY - 11
Chl,m. Jocob,oo & John.,on
LAIIYERS
1Z01 THIRO AVENUE. SUITE 3950
SEATTLE. \.IASHINGlON 98101-3013
(206) 689, 5650
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.lrOO4T005
REOUEST FOR PRODUCTION NO.2:
Produce all documents provided
to each and every expert witness.
RESPONSE:
INTERROGATORY NO, 12:
Are there any experts with whom you,
your agents, and/or your attorneys bave :;ommunicated regarding the
matters set forth in your Answer set forth herein, but whom you do
not expect to call as witnesses at trial?
ANSWER:
INTERROGATORY NO, 13:
If your answer to Interrogatory No. 12
is affirmative, state with respect to ea.ch expert the following:
(a) Identify the expert,
(b) The matters about which you communicated with the expert
which relate to or arise out of the matter set forth in
your Answer on file herein.
ANSWER:
PLAINTIFFS' FIRST INTERROGATORIES AND
REQUESTS FOR PRODUCTION TO DEFENDANT
JEFFERSON COUNTY - 12
Chism, Jocobson & Johnson
LAIIYERS
1201 THIRO AVENUE, SUITE 3950
SEATTLE. ~ASHINOTON 98'01.3013
(206) 689.5650
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1 REOUEST FOR PRODUCTION NO, 3: Provide all permits that were
2 issued for work performed on Lot 37. Your attention is directed to
3 the definition of "Lot 37" in the preamble to these interrogatories,
4
RESPONSE;:
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5
6
7
B
9
REOUEST FOR PRODUCTION NO.4:
Provide all permits that W8re
10. issued for work perforrr~d on the drainage system. Your attention is
11 directed to the definl.tion of "drainage system" in the preamble to
12
these interrogatories.
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RESPONSE:
14
15
16
17
18
INTERROGATORY NO. 14: Identify each person that has conducted
19
20
an appraisal, test, surveyor engineering report rplatlng to the
drainage system.
21
ANSWER:
'/. .
22
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23
24
25
PLAINTIFFS' FIRST INTERROGATORIES AND
REQUESTS FOR PRODUCTION TO DEFENDANT
JEFFERSON COUNTY - 13
Chl~m. Jucohsoo & Johnsoo
LAIIYEAS
.. J1 THIRD AVENUE. SUITE J95D
'.iATTLE, \JASHINCTOIol 98101.3013
(206) 6Il9'565D
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REOUEST FOR PRODUCTION NO.5: Provide all appraisals, tests,
2 surveys and engineering reports conducted by each person ide~ti:ied
3 in your answer to the p~eceding interrogatory,
4 RESPONSE:
5
6
7
8
INTERROGATORY NO. 15: Identify each person who has conducted
9 an appraisal, test, surveyor engineering report relating to Lo~ 37.
10
ANSWER:
11
12
13
14
REOUEST FOR PRODUCTION NO, 6:
Provide all appraisals, tests,
15 surveys and engineering reports conducted by each person ide~tified
16 in your an3wer to the preceding interrogatory,
17 RESPONSE:
18
19
20
21
22
INTERROGATORY NO, 16: When did you first become 3ware of the
23 pote~tial damage to the Eckmanns' property?
24
NlSI'IER:
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25
PL!\INTIFFS' FIRST INTERROGATORrr.,S N1D
REQUESTS FOR PRODUCT ION TO DEFENDANT
JEFFERSON CCUNTY - 14
Chllim. .Jllcnhson & Jnhn.'ton
L.A\JYERS
1201 HORO AVENUE, SUITE 3950
SeATTl[, \JASHINGT~ 98101-)013
(206) 689.5650
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INTERROGATORY NO, 17:
When did you first become awa~-e of
3 actual damage to the Eckmanns' property?
4 ANSWER:
5
6
7
8
INTERRO,ATORY NO, 18: Identify all actions or efforts you have
9 taken to mitigate the damage to the Eckmanns' property.
10 ANSWER:
11
12
13
14
INTERROGATORY NO, 19:
State the date each action or effort
15 identified in your answer to the preceding interrogatory was taken,
16 ANSWER:
17
18
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19
20
21
INTERROGATORY NO. 20:
Identify each person that has inspected
22 and/or investigated the drainage system.
23 ''oN SjiF..::t :
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25
PLAINTIFFS' FIRST INTERROGATORIES AND
REQUESTS FOR ~'ROCUCTIOrl 1'0 DEFENDANT
_~;~ERSON COUNTY - 15
Chism, .Jocohson & John~on
LAI./\'EAS
1201 THIRO AVE~UE. SUITf: 3~O
SEATTLe, IJASHINGTDH 96101,3013
(206) 689,5650
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INTERROGATORY NO,
21 :
With respect to the preceding
2
interrogatory.
describe in full detail the results of each
3 inspection or investigation of the drainage system, including the
4 dates of each inspection or i,westigation.
5
6
ANSWER:
7
8
9
10
11
REQUEST FOR PRODUCTIQN-B~:
With respect to Interrogatory
12 No, 20, provide all documentation relating to each inspection or
13 investigation of the dI'ainage system.
14 RESPONSE:
15
16
17
18
INTERROGATORY NO, 22:
Identify each known witness to any work
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19
performed on Lot 37.
20
ANSWER:
21
22
23
24
iNTERROGATORY NO, 23:
For each witness identifi.ed in your
25 answer to the preceding interrogatory:
PLAINTIFFS' FIRST INTERROGATORIES AND
REQUESTS FOR PRODUCTION TO DEFENDN;T
JEFFERSON COUNTY - 16
Chl'im, J..cobson & John.wn
LAINERS
1101 THIRO AVENUE, SUITE 1950
SEATTLE, WAStllHGTON 96101.3013
(106) bll?5650
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(a)
The nature of the work witnessed.
2
(b)
The date the work was witnessed.
3
ANSWER:
4
5
6
7
8
INTERROGATORY NO. 24:
Identify each known witness to any work
9 performed on the drainage systsm.
10 ANSWER:
11
12
13
14
INTERROGATORY NO, 25:
For each witness identified in your
15 answer to the preceding interrogatory, state:
16
(a)
The nature of the work witnessed.
.17
(b)
The date the work was witnessed.
18
ANSWER:
19
20
21
22
23
INTERROGA:rORY NO, 26:
Identify each known witness to the
24 damage incurred to the Eckmann'~ property.
25 ANSWER:
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PLAINTIFFS' FIRST INTERROGATORIES AND
REQUESTS FOR PRODUCTION TO DEFENDANT
JEFFERSON COUNTY - 17
Chism, Jacobson & JohlL'IOn
LAIIYERS
1201 THIRD AVEUUE, SUIlE 3950
SEAllLE. UASHIUGTOH 98101.3013
(206) 689.5650
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INTERROGATORY NO. 27:
For each witness identified in your
4 response to Interrogatory No. 39, state:
5
(a) The nature of the damage witnessed.
1..J.
INTERROGATORY NO, 28: Describe in full detail the basis for
1..4 system.
1..5 ANSWER:
1..6
1..7
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6
(b) The date the damage was witnessed.
1..3 your contention that the Eckmanns made changes to t,he drainage
7
ANSWER:
20
REOUEST FOR PRODUCTIQN NO, 8:
Provide all documentation
23
RESPONSE:
I
I
8
9
1..0
1..2
1..8
1..9
21 relating to any application to Jefferson County for a permit for
22 installation of the north catch basin,
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24
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PLAINTIFFS' FIRST INTERROGATORIES AND
REQUESTS FOR PRODUCTION TO DEFENDANT
JEFFERSON COUNTY - 18
-
Chism, Jocobson & Johnson
LAIIYERS
1201 THIRO AVENUE, SUITE 3950
SEATTLE, ~ASHINGTON 98101,3013
(206) 689.5650
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INTERROGATORY NO. 29:
Was any county permit issued for
3 installation of the north catch basin? Your attention is directed
4 to the definition of "north catch basin" in the preamble to these
5 interrogatories,
6 ANSWER:
7
8
9
10
REOUEST FOR PRODUCTION NO, 9:
If the answer to the preceding
11 interrogatory is affirmative, provide all documentation pertaining
12 to the permit issued for installation of the north catch basin.
13 RESPONSE:
14
15
16
17
INTERROGATORY NO, 30: If the answer to Interrogatory No, 29 is
18 negative, d~scribe in full detnil the reasons for rejection of the
19
application for a permit for installation of the north catch basin,
20
ANSWER:
.:1
22
23
24
25
PLAINTIFFS' FIRST INTERROGATORIES AND
REQUESTS FOR PRODUCTION TO DEFENDANT
JEFFERSON COUNTY - 19
Chism, Jocobson & Johnson
LA~YER5
1201 THIRO AVEHUE. SUITE 3950
SEATTLE, ~ASHIHCTOH 98101.3013
(206) 689'5650 "\
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INTERROGATORY NO. 31: Who ~eaues:0d r?r~ase~e~:
catch basin? You::::- a.::.t~nt.ion is c.ir':.:':t.-:.:~_i t:) 'c.~.':::-' ,:::,;~:i::i:-_~_
catch basin" in ~.:n.e preamb::'e t:.o t.l:."';s.?:>i;:.':....2~-::.I.y:::t:',-:-,..<_
ANSWER:
8
INTERROGATORY ,Ne.. J 2 :
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9 south catch basin re0u~sL~d?
10
ANSWER:
11
12
13
14
TN'TERROGI\TORY NO. -',1,: W[l:] ("'"1:1"/ 0(: ':',.l~!l~l::'':"'''
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16 property on Lot 37?
18
17 ANSWER:
19
II
21 [I
22 II
23 'Ii
2.1
20
25
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gEQill-~;~J~ FOR p.~2r~!:~ ~J':'j.Q~.L.~;.;!__,___. : ,r'l :
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No. :.~<1 is af[irf;',J.tiv.~, rl"ovidf? t:hi.
on Lc..Jt:. ~ 7.
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PLAiNTIFFS' FIRST INTERROGATORIES leND
REQUESTS FOR PRODUCTION TO DEFENDANT
JEFFERSON COUNTY - 20
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