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Parcel 11000961802401 Geo Cd 300135304211
IRONOALE
BLK 24 LOTS 1 TO 3
Nbhd Cd 4130
* Taxpayer Cd MIDD 2000 MIDDLETON. GALE P
* Title Owner
TIP Chg Ot 12/03/1998
T/P Chg Usr JODI
Tax Code 0211 Status TX
AHldavlt 56796 Vol/Page
Legal Doc SWO 7/1188 $6.350
TAXABLE
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Land Use 1100 RES-SINGLE
CIU Code SIC Cd
Amount
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GALE P MIDDLETON
PO BOX 6B6
PORT TOWNSEND WA 9836B-06B6
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IN, 9111/49111/4. 9ECTION J5. T.30 N.. R.l II.. 11M.
RECORD OF 9URVEY OF,
8NOfj~ ~~~U~l ?f' IIIllMlALE
AS PEII YOL. 2 OF PLATS PACE 12ll. R[COROO
OF JEl'f'ERSON COUNTY. IIASHINCTON.
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JEFFERSON COUNTY
DEPARTMENT OF PUBLIC WORKS
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April 30, 2002
P.O. Box 2070
1322 Washington 51.
Port Townsend, WA 98368
(360) 385-9160
Frank Gifford, Public Works Director
Robert G, Turpin, RE., County engineer
Mr. Pollock
Mrs. Donna Hall
351 E. Moore Street
Port Hadlock, WA. 98339
Re: Work in the County Right-of-Way, 4th & Moore Street
Mr. Pollack and Mrs. Hall:
The purpose ofthfs letter is to remind you to contact Department of Pub lie Works prior to
beginning any proposed work within the County right of way. The Department will
detennine if the proposed work needs to be pennitted. Failure to do so may result in
expensive consequence and legal liability.
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Thank you for your attention to this matter. Pleasefeel free to contact me or Will
Butterfield @ 385-9350 should you have any questions, comments or suggestions,
Sincerely,
~/~
Robert d:Tu~in, P.E.,
JefTerson County Engineer
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JeflelsonCoYU~ExciseTax ~ 1IIIIgllllml:~:=~
All # 09 4 4 8 0 Date 4..2.3 ~ ..,,"'.. _lY," ..... _,.... TITLE IlC .,..
TaxS dd"'l ~aleSAmI$ //!:.MtJ '%
By ?~DepUIYTreaSUlel
AFTER RECORDING WJL TO:
GalAIJl LAI_AR
14M a JACOB MlUER ROAD
PORTTOWNSEND, WAIl43Il1
Fllod for Rrccrd 01 Requeslol
FI...t Am.riCln lltt.lnlul'lnce CompanylWA
Escrow Number: 000387154
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FInI A..m... TIt,.
JIIS"".U CtI"'PIlfY
Statutory Warranty Deed
OmltoT(.): MlDoLETliN', G. PARKER AND BARBARA
OmltoT(.t, LANPHEAR. GERALD
Abbmiat<d Lego!: LOTS 1-3 BLOCK 2~, mONDALE
AddltiCllll! LeJl~') OQ poge:
A.....Ot'.T..PomINumbct(.): 961802401
TIlE GRANTOR G. PARKER MIDDLETON I.d BARBARA MIDDLETON, 1I......d ..d
Wile for and in consldmtion ofTen DoHan and other Yllu.blt ~oJlltder.lloa In hand plld, coaYe)'l and
Wlrn." to GERALD LANPHEAR, A MARRIED MAN AS IRS SEPARATE ESTATE the lollowi.g
dmribod It&t "tlte, altualcd m the County of Jcrrenon, State ofW..hinalon:
LOTS 1,2, AND 3, BLOCK 24, mONDALE, AS PER PLAT RECORDED IN VOLUME 2 OF PLATS,
PAGE 125, RECORDS OF JEFFERSON COUNTY, WASIDNGTON,
SmJATE IN TIlE COUNTY OF JEFFERSON, STATE OFWASIIINGTON,
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A.....Ot'. Pn>peny T.. P_I Account Num"'~.): 961102 ~Ol
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STATB OF WASIIINQTON } ..
COUN'IY OF JEFllJtRSON
1 call1'y lbIll blow '" "... ..,I.I"IO'}' ovidtnc.lhot G. PARKER MIDDLETON ..d BARBARA
MIDDLETON... the _ who ,ppcll.d bol... me, IIId ..ld pollOno ICblowloda.d tllIt TIlEY 'IJMd
lhl.wtnunenl aod aeknowkdled 1110 be nlEIR he Iftd voluntary lei for lhe uln and purpolel menlloned
InlhillnJtrument, )
Ootid: APRIL 11 .2otl
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Ticket No: 93112
Senel To: JCDPN01 Seq No:
Transmit Date: 4/22/02
Original Call Date: 4/22/02
lork to Begin Date: 4/25/02
2 lULL BUSINESS DAYS
lIap lef:
Time: 8:31 All
Time: 8:26 All
Time: 12:00 All
Op:
Op: tonUy
State: Wl Coanty: JllllRSON
Aelelrell: 121 Street: US AV!
learnt uteuecting Street: 1I00Rl
Place: PORT SADLOCl
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Twp: 3011 Rng11
Twp: Rng:
Sect-Q35-SN-SI
Sect-Qtr:
Type of lork: RILOCAU nNCI
Location of lark: ADD IS AT IIlTIR.lIAR! API 200n . ON 1I00Rl A'D API 200n S
: all US -BOTS nail UUR INCL ALL R.O.N.S AND IlSIlINTS.
~emarkl: BIST IIlFOWTI01l AVAILlBLI ) ,
Overhead Linn: 11
Company :
Contact lIame: JlllY LlIlPSIlR
Alt. Contact:
Contact 111 :
Nark Being Done lor: JIRRY LAIIPBIlR
Addi tionll Ilelllheu:
JCPUD101 LOCIIlC01 PSlILCU PnDIIl01
Bnt Time:
Phone: (360) 385-U18
Phonl:
USIISTU
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Terry Duff
From:
Sent:
To:
Cc:
Subject:
Gary Rowe
Tuesday, January 25, 2000 11 :40 AM
Terry Duff; Scott Kilmer
David Alvarez
Irondale Log Dump access road
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Terry; Scott;
As you are aware the gate accessing the Iron dale Log Dump is being closed without authority, We went through this
problem in the past and established the road as being a county road, I called Bruce Buskirk, the attorney for the Cottons,
yesterday to discuss the matter, He told me that they would keep It in open, I received a cali this morning from Mr. Isaac
Anderson of Mr, Buskirks firm who said that he talked to the caretaker, Mr, Bret Austin. Mr. Austin said that he had been
closing the gate at night because his trailer had been vandalized. I informed Mr, Anderson that Mr. Austin had no
authority to close the gate because the road is a county road, Mr, Anderson seemed surprised to hear this, He said he
wants to see the information supporting the county road status, I Informed him that It wasn't up to him to review the
information and to then decide whether he would instruct Mr, Austin to keep the gate open, I again reiterated that without
authority they could not ciose the gate and block the road. He did not confirm whether the road would be blocked or kept
open,
Terry and Scott, I would appreciate it If you wouid fax Information to Mr, Anderson ar 360-692-1194 showing the county
road Information, 1 would also appreclete If you could do so as soon as possible and let David Alverez know that you sent
it.
Thanks,
Gary
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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, Pubiic Works Director/County Engineer
Fax Cover Sheet
DATE:-dtltY1, ~Jj ,9CD()
I
TO: ::r;~ac Aroler~1'\
COMPANY
Fax: 3bn -(r,c'd.-./IC1'-f-
Phone
FROM: -r err; {)/..I-Pf
Fax: (360) 385-9172
Phone:.%O -o~6.q/59
RE: ~hdClIe.. La _DuV)'\Cl)j-(lf'?..e.s.<;
I
Total number of pages Including covel' sheet: 7
We are transmitting from fax # (360) 385-9172.
Rco.d
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JEFFERSON COUNTY
DEPARTMENT OF PUBLIC WORKS
P.O. Box 2070
1322 Washington Sl.
PorI Townsend, WA 98368
(360) 385-9160
January 25, 2000
Gal}' A. Rowe, P.E., Public Works Director/County Engineer
Sent Via Facsimile
360-692.1194
Attn: Mr, Isaac Anderson
Re: Irondale Log Dump Access Road
Dear Mr, Anderson:
Gary Rowe requested I forward the attached documents to you regarding E, Moore Street which
is the county road leading to the Irondale log dump,
The Stetutory Warranty Deed from the Cotton Corporation deeds the right of way where the gate
is located and beyond, The road log sheets from 1970 and 1968 Indicate the distance of the
county road to Chlmacum Creek,
Please do not hesitate to contact either myself, or Scott Kllmar of this office should you have any
questions regarding this Information,
Sincerely,
~~. UtiJ
Administrative Secretary
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NO REAl. ESTATE
SALES TAX REQUIRED
COUNTY TReASURER
BY~~
VOL,~_.i' hG[d&:C9"I
OF Off,,:!',L RECOHDS
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When recor ded return tal
:r~f\ ~"niy PL.ibl;~ WOr"l<-s 410400
STATUTOR'l WARRANTY' DEED
THE GRANTOR, COTTON CORPORATION, a Washington corporation,
ter Itself, Its heirs, successors and assigns, for and in
oonslderetion of TEN DOLLARS and other good end velueble
oonslderetlon In hand peld, conveys and werrants to the COUNTY OF
JEFFERSON, a munloipal corporation, tor e publlc roedwey only,
thet eree within the veceted portion of vaoated Hoore Street, end
the vaoeted portion of Blook ~6 In the Plat at Irondele, as fUed
under Auditor's File No. 27961, reoords of Jefferson County,
Weehlngton, said easement desorlbed as tallows:
A 60 foot wide Right of Wey, lying 30 feet
on eech side of the fOllowing dascrlbed
centerline,l,
Commanolng at the Southwest S'sotion Corner
ot Sectlon 35, Township 30 North, Renga 1
West, Willemette Merldlelll
thenoe South BBo 33' 33" Eoot, elong the
Southerly limits at seid Seotlon 35, e
dlstenoe of 2,645.~6 teet to the South
Corner of nid Seotion 351
thenoe North 190 55' 17" Weet, e dletence of
1,008,42 teet to the Southwest Corner of
Vooeted Lot 56, Blook q6, In the Plot of
Irondele, os reoorded under Audl tor' e Fee
Number 2796 1, reoords of Jefferson County,
Weshington j
thenoe South 230 3q I 26" Eaet, e dlstanoe of
33.21 feet to the oenter of Mo~re Street os
now exi4ts, sold point also be,lng e point on
e ourve, the center of whloh beere North 30
29' 01" West, and the TRUE POINT OF
BEOINNINOI
thenoe .lon~ the era at said ourve to the
loft, hevlng a Radius at 6B.25 feet, throush
e Central Angle of 760 51' 3Q" I a dlstanoe
at 93,94 teet to the TERHINIJS of uld
dosorlbed oenterline.
Sltueta In Jatterson County, WUhlngton.
1t:lrce.1 fl' a)135~'f
DATED this J.i dey ot Ootober I 1987.
COTTON CORPORATION
,
OYlrl~Il~~-~~n~ Pruldent
Oy I RIc~~~~~~~~SioriffiT
VCi flOR .:..228
MAY . 7 199&
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STATE OF WASHINGTON
COUNTY OF JEFFERSON
so.
oertHy thlt I know or hIve Sltllflotory Ivldenoe thlt
GEORGE J. COTTON Ind HELEN V. COTTON slgned this Instrument, on
osth stlted thlt they were luthorlzed to exeoute the Instrument
snd soknowledged It I. the President Ind Seoretary of COTTON
CORPORATION to be the free end voluntary lot of suoh psrty for the
u.el end purpose. mentioned In the Instrument.
DATED: Ootober I~, 1987
D~t[;-I!?~
WI.hlngton, residing at tM-T,,~~.t..
My eppolntment expires: 110-1('"- 9D
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DEPARTMENT OF PUBLIC WORKS
:1f Th ACTION REQUEST DATE. / /1'+/ nD
REQUESTED BY. W'\ YJrE:ff\ ,
ADDRESS . PHONE NO,'
ALT. PH, NO,'
NATLIlE OF RE~ST. 0 IN PERSa'I 0 BY ~E 0 BY LETTER TAKEN BY, CJy;V()l)flr?
PERTAINING TO. OOFFICE 0 ENG/SURVEY 0 ROAD MAINT. 0 EQUIP. MAINT, 0 SOLID WASTE
RE~ST FOR.
I..OCAT I~. ROAD HAM: E }JQ')('(~ 'S-f- ROAD NUMBER M,P,
PROJECT. PROJECT TITLE flROJECT N......ER.
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REFER TO. 'f3 ,We.. RESPOND BY,
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REVIEWED BY. ~ DATE. (-/9-CO
CONTACTED REQUESTER 0 IN PERSON 0 BY PIO'lE 0 BY LIl:TTER CONTACTED BY,
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PREPARE EST IllATI, FCJ'l.
ROl1I'E TO. I
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~ ~CTION REQUEST
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DEPARTMENT OF PUBLIC WORKS
P.O, Box 2070
1322 Washington SI.
Port Townsend, WA 98368
(360) 385-9160
MEMORANDUM
Frank Gillord. Public Works Director/County Engineer
TO:
FROM:
DATE:
SUBJECT:
Aubrey Palme! ,^ ,
Terry Duff ..::d1-Y
November 15,1999
E, Moore St.
I have found some documents verifying the width, length and whether E, Moore St. beyond the
gate Is usage,
Enclosed is a copy of a Statutory Warranty Deed (Vol. 608, Pg, 228-229), from the Colton
Corporation deeding a 60 foot right of way, 30 feet on each side of the centerline, for a distance
of approximately 94 feet.
There was a road vacation in 1910 In which E. Moore St. was vacated elong with other property
lines, etc, However, the road going through the log dump area was maintained by Jefferson
County after 1910 for meny years, Therefore, the right of way at that time would be usage,
I have also enclosed copies of the road log sheets from 1983 and 1970, The Road log sheet
from 1970 shows the length to be 1,06 miles, The road log sheet from 1983 shows the length to
be ,56 miles,
There are no records ofvecatlon of this eree other than In 1910, therefore, although this section
of Moore St. is not presently maintained by the County, I would assume that It Is stili public right
of way in which the width would be considered usage beyond the right of way deeded to the
County by the Colton Corporation in Vol, 608, Pg, 228.229,
Please let me know If you heve eny questions or I can be of further assistance,
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Pele Dietrichson
Lands Agent. Real estate Services Division
Department of Fish & Wildlife
Region 6 - 48 Devonshire Road
Montesano, WA 98563-9618
1'1169 Clear Creek Road
Poulsbo, WA 98370
360/249-1220
360/779-9553
360/902-2207
360/586-2481
dietrpwd@DFW.WA.GOV
Project: Chlmacum Creek Beach Park
2:22 PM 11/10/99
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Pa~cellnformation Results
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14.h' ',,', Reader
Welcome to
Jefferson County
Washington
_ Home ' ,Welcolile ' Departments Seivic~9' -', :What's New', Search
Information for Parcel Number: 1353004
Parcel Number: 1353004 Property Type: COM
OWner Mailing Address:
COTl'ON CORP
DOROTHY BANKS/G COTl'ON
C MILLER UNDIVIDED INTRST
%9706 4TH AVE NE STE 305
SEATTLE WA 961152157
Site Address:
Section: S35 School District: Chimacum (49)
Qtr Section: SW1/4 Fire Dist: Chimacurn (1)
Township: 30N Tax Status: Taxable
Range: 01W Tax Code: 211
Total Acres: 0 Planning area: Tri -Area (4)
Sub Division:
Land Use Code: 9300 - WATER AREAS (tidelands, shorelands)
!
Property Description:
S35 T30 R1W
TL TI\X I, F, H
Notes:
Photo 1
Photo 2
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224325
StatutOry Warranty Deed
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TllEGlANTOR LEWIS G. GEHRTS, AS HIS SEPARATE ESTATE
........._Ilaool TEN DOL~ARS AND ANY OTHER V""UABLE CONSIDERATION
.......pI/d,__..........u..
FRANK ~. NELSON AND FLORINE N. NELSON, His WiFE
~EPPERSON
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... foDoWc dacrW real ........, alluled 1D tM Cowll, Df
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NIS UNOIVIDED ONE-HALF INTEREST IN LOTS 19, 20, 21, 22, 2J ANO 24 IN
BLOCK 41 OF IRONOALE, AS PER PLAT RECORDED IN VOLUME 2 OF PLATS, ON PAGE
125, RECORDS OP ~EFPERSON COUNTY, WASHINGTON.
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224326
STATUTORY WAllIWITY DEED
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T1IE,GRANTOR ~4./ (l, ~ i a...../ A-....,..;.".~ ~,
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LEGAL DESCRIPTION OF LF~SED PREMISES
The following described property situated in Jefferson County, State of Washingt~n:
(a) Thot certsin tract marked "Irondsle Steel Furnace and HUh" upon the
plat of Irondale, filed in the office of the Auditor of Jefferson County, Washington,
June 3, 1909, said tract being bounded on the south by the north line of the
easterly portion of Mark~t Street and by said line continued easterly to the line
of ordinary high tide of Port Townsend Bay; on the west and southwest by the easter-
ly and northeasterly line of Hadlock Avenue: on the north by the southeasterly line
of James Streetl and on the cast, northeast and southeast by said line of ordinary
hi Sh tide:
(Be ins othen/lse known and described as Tax No.4, in section 2, township 29
north, range 1 west, W.M., and Tax No. I, in aection 35, township 30 north, range I,
west, W.M.):
---(b) All tide landa in front of the "Irondale Steel Furnace Ind Milla Reserve"
in said plat of Irondale which are bounded on the north by a Une extending east
Crom the most northerly corner of said Reserve; on the south by the north line of
the casterly portion of Market Street, produced easterly; and on the ent by the
line of extreme low tido;
(Being otherwise designated as Tide Land Tax No. "F" in said section 35).
(c) All tide lands and uplands In Cront of a portion of the Plat of Irondale
In .ectlon 35, township 30 north, range I west, W.M., which Ire within the tract
bounded Oa Collows, to-wit: on the north by the north line'of the Irondele tide
land fill (the south Une of Tide Land Tax No. "C", II described in deed recorded
In volume 72 of deeds, page 576, record I of Slid county): on the louth by the northerly
line of Tax No. 1 and Tide Land Tex No. "F"I on the eut by the Une of extreme low
tidei and or the west by the westerly line of trlcU v.coted from uid Plot of Iron'
dele in December, 1910, end March, 1911, which lIid welterl)' Une 11 delcribed II
fo11ow.: Beginning at the intenection of the euterl)' line of Roy We)' wUh the South
line of Jame. Stroet; thence northerl)' .long ,paid euterl)' line of Roy W.)' to the
.outh line of Moore Street I thence northerly'to the loutheut corner of Lot 55,
block 46, of laid plet; thence northerly Ilong the eoet line of eold Lot 55 to the
northeut corner thereof: thence weeterly Ilong the north line of Loti 55, 54 end
53, Dlock 46, to the north Ind lout,h lubdlvllionll line of IIld block, being the
dividing line between the loti fronting on Second Avenue Ind tholt fronttns on Flret
Avenuei thence northerly on IBid line and lIid Une produced to the northrrly Une
of lot 25, block 45; thence eelterl)' on I.id line to the welt line of Fir.t Avenue I
thence northerly .long IIU line to the Interuction thereof with the north Une o(
.ald tide lrnd (illl
(lIelng knl'wn II Tide l.and Tax No.. "II" Ind "I").
All thereof in lIid Section 35, being Ihown u T.x No.. I, F., H .nd I, u
recorded an pagel urtnumbered o( the A"e.,ar', pllt end de,crlptian book of
J,ff,r.an County.
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THE .uscsw DOEI NOT IN ANY WAY QJAAAHTrI
THE ACCU~"'C'l' CI THE "tRUCE AND f1AftCQ. lOUNDMlD
DtPlCn,'O ON THESE !.lAP" PAACQ, SIrE AND
LO(:A.n~ IliAD ON INnl"IolA'!'ON AVAU8LL
IHa.UOINO fttCMOm SU"\tYS, LEOAL Ot:1"'1PI't10N1,
A(ftlAl. PHOTOCI",fltll, ANa VAAlOJl OOl,{ftNUCNT
SOUlta.l. ~[ftr.lHl' lNr<lIl"'Al1ON"
INJJmCII:NT, ''''''%1. BOUNDA"Y LOCATIONS
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MAP SCALE GI~ UNDER TIiE NORTH ARROW IS
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PLEASE REFtR TO mE SCALE BELOW,
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POftT TO~!tNO. WA. 0113811
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October 15, 1987
OCT 1 G 1937
Jefferson County
Board of County Commissioners
P.O. Box 1220
Port Townsend, WA 98368
RE: Vacated Moore Street (Irondale)
.Iiir:~;:\ii} ;~:;~,7:~;:i:~g;I
Dear Commissioners:
I have consulted with Gary Rowe, your Director of Public
Works, with John Raymond, the Prosecuting Attorney, and
with my client concerning vacated Moore Street. I think
that we all understand each other's position in this
matter.
Cotton Corporation has always endeavored to cooperate with
the County. As you know, Moore Street beyond Roy was
vacated many, many years ago. As far as the pUblic record
is concerned, the property belongs to Cotton Corporation,
However, there is no denying that the County paved a
portion of that road approximately seven years ago.
Therefore, Cotton Corporation has conveyed to Jefferson
County the recently-paved 100 feet of Moore Street.
I have enclosed a Statutory Warranty Deed for you to
record. Cotton Corporation would suggest that the County
post warning signs to edvise those who travel the newly-
deeded County road that they are about to enter into a
dangerous industriali7.ed area.
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Thank you for your cooperation in this matter.
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THOM^~
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cc: John F. Raymond
Gary ^. Rowe
George J. Cotton
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NO REAL ESTATE
SALES TAX REQUIRED
COUNTY TREASURER
BY~~
Filed for record at request of:
When recorded return to:
STATUTORY WARRANTY DEED
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THE GRANTOR, COTTON CORPORATION, a Washington corporation,
for itself, its heirs, successors and assigns, for and in
consideration of TEN DOLLARS and other good and valuable
consideration in hand paid, conveys and warrants to the COUNTY OF
JEFFERSON, a municipal corporation, for a pUblic roadway only,
that area within the vacated portion of vacated Moore Street, and
the vacated portion of Block 46 in the Plat of Irondale, as filed
under Auditor's File No. 27961, records of Jefferson County,
Washington, said easement described as follows:
A 60 foot wide Right of Way, lying 30 feet
on each side of the following described
centerline:
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Commencing at the Southwest Section Corner
of Section 35, Township 30 North, Range 1
West, Willamette Meridian;
thence South 880 33'33" East, along the
Southerly limits of said Section 35, a
distance of 2,645.46 feet to the South
Corner of said Section 35;
thence North 190 55' 17" West, a distance of
1,008.42 feet to the Southwest Corner of
Vacated Lot 56, Block 46, in the Plat of
Irondale, as recorded under Auditor's Fee
Number 27961, records of Jefferson County,
Washington;
thence South 230 34' 26" East, a distance of
33.21 feet to the center of Moore Street as
now exists, said point also being a point on
a curve, the center of which bears North 30
29' 01" West, and the TRUE POINT OF
BEGINNING;
thence along the arc of said ourve to the
left, having a Radius of 68.25 feet, through
a Central Angle of 780 51' 34", a distance
of 93.94 feet to the TERMINUS of said
desoribed centerline.
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Situate in Jefferson County, Washington.
to
DATED this ~ day of October, 1987.
COTTON CORPORATION
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nY:HEL~N~vt~~~~fts-soorotarY
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STATE OF WASHINGTON
COUNTY OF JEFFERSON
55.
certify that I know or have satisfactory evidence that
GEORGE J. COTTON and HELEN V. COTTON signed this instrument, on
oath stated that they were authorized to execute the instrument
and acknowledged it as th~ President and Secretary of COTTON
CORPORATION to be the free and voluntary act of such party for the
uses and purposes mentioned in the instrument.
DATED: October ,~,
1987
_D~~J1~
NOTARY PUBLIC in and fost~.e State of
Washington, residing at ~1C~_~ev~
My appointment expires: \D-I~-70__
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When recorded return to: I
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STATUTORY WARRANTY DEED
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THE GRANTOR, COTTON CORPORATION, a Washington corporation,
for itself, its heirs, successors and assigns, for and in
consideration of TEN DOLLARS and other good and valuable
consideration in hand paid, conveys and warrants to the COUNTY OF
JEFFERSON, a municipal corporation, for a public roadway only,
that area within the vacated portion of vacated Moore Street, and
the vacated portion of Block 46 in the Plat of Irondale, as filed
under Auditor's File No. 27961, records of Jefferson County,
Washington, said easement described as follows:
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Commencing at the Southwest Section Corner
of Section 35, Township 30 North, Range 1
West, Willamette Meridian;
thence South 880 33'33" East, along the
Southerly limits of said Section 35, a
rtistance of 2,645.46 feet to the South
Corner of said Section 35;
thence North 190 55' 17" West, a distance of
1,008,42 feet to the Southwest Corner of
Vacated Lot 56, Block 46, in the Plat of
Irondale, as recorded under Auditor's Fee
Number 27961, records of Jefferson County,
Washington;
thence South 230 34' 26" East, a distance of
33.21 feet to the center of Moore Street as
now exists, said point also being a point on
a curve, the center of which bears North 30
29' 01" West, and the TRUE POINT OF
BEGINNING;
thence along the arc of said curve to the
left, having a Radius of 68.25 feet, through
a Central Angle of 780 51' 34", a distance
of 93.94 feet to the TERMINUS of said
described centerline.
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Situate in Jefferson County, Washington.
1tlrre/ t1 wt:Yj:aJ'1
DAn:O this ,)Jz.. day of October, 1987.
COTTON CORPORATION
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By: ffcJJ ('c ~) (1-""111,1_
ITf:oM~~'j ;- ~6T1'IT~;~trt s'-Pres [dont
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STATE OF WASHINGTON
ss.
COUNTY OF JEFFERSON
I certify that I know or have satisfactory evidence that
GEORGE J. COTTON and HELEN V. COTTON signed this instrument, on
oath stated that they were authorized to execute the instrument
and acknowledged it as the President and Secretary of COTTON
CORPORATION to be the free and voluntary act of such party for the
uses and purposes mentioned in the instrument.
DATED: October I~,
1987
I)~~~ GtU~
NOTARY PUBLIC in and for the State of
Washington, residing at~'^~~
My appointment expires: 10-1('- 70
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May4,1998
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Mr. Aubrey Palmeri Operations Manager
Jefferson County Public Works
MAY 0 5 1998
Dear Aub:
JEFFERSON COUNTY
PUBLIC \ \'()RKS DEPT.
I am writing in regard to a drainage problem along Moore Street and Fourth
Avenue in Irondale. These roads were constructed with a raised asphalt edge
and no ditches. This design works very well to contain runoff water on the road
and convey it to the shoreline. However, on Moore Street east of Fourth Avenue,
there is very poor drainage on the upslope (south) side of the street becauSe there
is no ditch.
This has two detrimental effects. First the road shoulders are saturated year-
round. This problem has increased in recent years due to new development
upslope from Moore St. Second,. in the winter the water level gets so high that
water runs out on to the roadway and freezes. At times in the winter, ice
completely covers the roadway for weekS and creates a potential safety problem.
I discussed this problem with my neighbors Ole Kilmer, Mike Bowen, and Mark
Millican. We agreed that there needs to be a ditch on the south side of Moore
Street beginning about 300 feet east of the Fourth A venue intersection and
extending about 400 feet east to the Kilmer's east property line. There it would be
necessary to place a culvert for an approach to Kilmer's. Then the ditch could
continue another 100 fect to a culvert into an existing catchbasin on the south
side of Moore St at the bottom of the hill.
We ,ar,e not dear how to deal with ,the ,drainage doser to ,the Moore St/F.ourth
Avenue intersection.
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We ,are r,equesting Public Works inspect ,this ,ar,ea ,and make ,the necessary
drainage improvements.
TIlank you for your assistance.
to , I
J 1\1 Pearson OllJe Kilmer Mike Bowen Mark Millican 0 0
20 Moorl' St. 520 Moore St. 380 Moore Street 1180 NE Mfcl1(lUe
"ort Hadlock Port Hadlock Port Hadlock K1n1~8lon, W ^
385.5042 385.1016
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JE~~ERSON ~TY
DEPARTMENT OF PUBLIC WORKS
REQUESTED BY.
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DATE. ~/(~1/01
PHONE NO,' =?,R.o;-:. .2...H I ~
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DEPARTMENT OF PUBLIC WORI<S
ACTION REQUEST ~'
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JEFFERSON COUNTY
DEPARTMENT OF PUBLIC WORKS
rJoJellersonCountyPermilCenter
621SheridanSlreet
Port Townsend, WA 98368
(360J379~4S0
1.800.424.5555
District No, 6
PERMIT
PERMIT.NUMBER 1631
JOB.NUMBER 3RD RENEW
PERMIT.TYPE OPEN RIGHT-OF-WAY
In accordance with all applicable Revised Codes of Washington and amendments thereto, and subject to all the terms. conditions
and provisions written or printed below or on any part of this form. permission is hereby granted to
GENE SETON, 4890 SOUTH DISCOVERY ROAD, PORT TOWNSEND, WA 98368, to:
THE APPLICANT HAS PERMISSION TO OPEN A PORTIONS OF THE COUNTY
RIGHTS-OF-WAY IN THE PLATS OF IRONDALE #4, #5, AND #6 TO COUNTY
ROAD STANDARDS, AS PER THE PROPOSAL SUBMITTED WITH THE THRESHOLD
DETERMINATION FOR THIS PROJECT. THE APPLICANT MAY ALSO CONSTRUCT
ROAD APPROACHS AS PER THE PLANS SUBMITTED.
County Road No. C"/;7R,nCl
Franchise No.
Mile Post 'rARIOlJS
SPECIAL PROVISIONS:
THE APPLICANT SHALL BE RESPONSIBLE FOR BUILDING AND MAINTAINING,
FOR THE DURATION OF THIS PROJECT, A STABILIZED CONSTRUCTION
ENTRANCE. QUARRY SPALLS A MINIMUM OF 12" DEEP AND HAVE A MINIMUM
WIDTH OF 20 FEET AND A MINIMUM LENGTH OF 50 FEET FROM THE COUNTY
ROAD. THE APPLICANT SHALL'ALSO BE RESPONSIBLE FOR REMOVING
IMMEDIATELY, ANY MATERIAL TRACKED ONTO THE COUNTY ROAD. THE RIGHT
OF WAY SHALL BE LOCATED AND THE CENTERLINE STAKED BY A SURVEYOR
LICENSED IN THE STATE OF WASHINGTON. THE APPLICANT SHALL BE
RESPONSIBLE FOR MAINTAINING THE INTEGRITY OF ALL SURVEY MONUMENTS,
BOUNDARY MARKERS, ETC, THAT MAY BE AFFECT~D AS A RESULT OF THIS
PROJECT. ALl. MITIGATIVE MEASURES REQUIRED ON THE DETERMINATION OF
NON-5IGNIFIC^NCE FOR THIS PROJECT SHALL BE COMPLIED WITH.
A bond In the amount of $ is required for the protection of Jefferson CoulllY as set forth in the terms of
the bond, No work shnll be done under this permit until the party or parties to whom it is granted shall have communicated with
and received instructions from ,YF.FFF.R!'lON C"OTlN?,Y PI1BLIC-WClRKS This permit shnll be void unless the work
herein contemplated shall have been completed before 03/21/97 ' , ,
In nccepting this permit the grantee, his successors and assigns, agree that any damage or IOJUry done to the property of the
grantee or any e~pense Incurred by him tbrough the operation of a contractor, working for the County or nny County employee
shall he nt the sole ..~pense of the grantee, his successors and assigns,
--W,--E.-.S~ON--. the undersigned, hereby accepts this permit subject to
thl: terms nnd conditions ns herein set forth,
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App C~l1t GENE SETON
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For J~:~so~/;9 K. R 6T HENDERSON
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. APPLICATION TO OPEN RIGHT OF WAY
Application Is hereby made for a permn to open a Jefferson County right of way. Please describe the right
of way Involved. and the nature of your request. Ie, utility Installation, roadway construction, etc. (attach a
detailed drawing or map and a copy of the plat if applicable),
DRAWING ATrAC,:"D
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Applicant Name
W. E. SF.'mN
Address: 4890 S. DISCOVERY ROIID PORT 'mWN~F:N!) W~ qR1h8
Phone: 20~-385-363~
Signature: /l,;j:1 '- -Z""'-:::=> Date: 01/05/93
********************.**,;t;.*.*.*******.****.*...~.**..*.**....************....************..
PERMIT
SUBJECT TO THE TERMS AND CONDITIONS BELOW, PERMISSION IS HEREBY
GRANTED TO THE APPLICANT TO OPEN THE DESIGNATED RIGHT OF WAY,
ApPLICABLE PROVISIONS ARE' NOTED BY AN (X),
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Applicant Is authorized to construct a private access road to his or her property In
accordance wUh applicable standards lor private roads, The right 01 way wUl be located and
staked by a licensed land surveyor at the expense 01 the applicant. The permit does not
prevent other property owners or the general public Irom using the access road. In the event
users olthe road wish to have the road maintained by the county, the users shall, under the
InspecUon 01 the County Engineer, Improve the road to minimum county road standards or
they may lorm a road Improvement district (RID) per RCW 36,88 to pay lor the costs of
Improvements,
Applicant shall construct a roadway to county road standards, The right 01 way will b"
loceled end slaked by a licensed land surveyor at tho oxpense of tho oppllcant. Aftor
construcUon to county road standards, tho new road wlll bo maintained by tho county,
SEE ATTACHED SPECIAL PROVISIONS OR MITIGATIVE MEASURES
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RECOMMENDED FOR APPROVAL BY
APPROVED BY DATE
Chairman, Board 01 County Commlsslonars
Applicant agrees to porform the work In strict compllanco with the terms and condlllons sot out herein and
eny spoclal provisions allached hareto,
DATE
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DATE
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Signature of Applicant
PERMIT EXPIRATION DATE
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MAR 2 6 1993
JEFFERSON COI
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JEFFERSON COUNTY
DEPARTMENT OF PUBLIC WORKS
1820 Jel1erson Slreel
? 0 BOlt 1220
Port TownsenO. WA 98368
12061385,9160
1.800.424.5555
PERMIT PERMIT.NUMBER 1631
Disrricl No, 6 JOB. NUMBER ~
PERMIT.TYPE ~P~~;?~O~~
In accordance with all apphcable Revised Codes of Washington and amendments thereto, and tu{,jed1ri??ltii:; ~r'n~k condition
and provisions written or printed below or on any part of this form, permission is hereby granted to
GENE SETON, 4890 SOUTH DISCOVERY ROAD, PORT TOWNSEND, WA 98368, to:
THE APPLICANT HAS PERMISSION TO OPEN A PORTION OF THE COUNTY
RIGHTS-OF-WAY IN THE PLAT OF IRONDALE #5 AND #6 TO COUNTY ROAD
STANDARDS, AS PER THE PROPOSAL SUBMITTED WITH THE THRESHOLD
DETERMINATION FOR THIS PROJECT.
County Road No. C678209
Mile Post VARIOUS
Franchise No.
SPECIAL PROVISIONS:
THE APPLICANT SHALL BE RESPONSIBLE FOR BUILDING AND MAINTAINING,
FOR THE DURATION OF THIS PROJECT, A STABILIZED CONSTRUCTION
ENTRANCE. QUARRY SPALLS A MINIMUM OF 12" DEEP AND HAVE A MINIMUM
WIDTH OF 20 FEET AND A MINIMUM LENGTH OF 50 FEET FROM THE COUNTY
ROAD. THE APPLICANT SHALL ALSO BE RESPONSIBLE FOR REMOVING
IMMEDIATELY, ANY MATERIAL TRACKED ONTO THE COUNTY ROAD. THE RIGHT
OF WAY SHALL BE LOCATED AND THE CENTERLINE STAKED BY A SURVEYOR
LICENSED IN THE STATE OF WASHINGTON. THE APPLICANT SHALL BE
RESPONSIBLE FOR MAINTAINING THE INTEGRITY OF ALL SURVEY MONUMENTS,
BOUNDARY MARKERS, ETC. THAT MAY BE AFFECTED AS A RESULT OF THIS
PROJECT. ALL MITIGATIVE MEASURES REQUIRED ON THE DETERMINATION OF
NON-SIGNIFICANCE FOR THIS PROJECT SHALL BE COMPLIED WITH,
A bond in the amount of $ is required for the protection of Jefferson County as set forth in the terms of
the bond, No work shall be done under this permit until the party or parties to whom it is granted shall have communicated with
and received instructions from ..JEli"f!ERSGN-eGllN'J.ll/-PllBlrIG-WGRKS This permit shall be void unless the work
herein cnntemplated shall have been completed before -~18 '9~ '
In accepting this permit the grantee, his successors and assigns, agree that any damage or injury done to the property of the
grantec or any cxpense incurred by him through the operation of a contractor, working for the County or any County employee
shall be at the sole expense of the grantee, his successors nnd assigns,
W..-E-r-SS'I'ON--' the undersigned, hereby accepts this permit subject to
thc twns and r.onditions as herein SCI forth,
_.~dd-~
~llicanl GENE SETON
Co. ,) 3 . "i ']
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For rson County K. ROB~;DERSON
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JEFFERSON COUNTY PERMIT CENTER
621 Sheridan Street, Port Townsend, WA 98368
THRESHOLD DETERMINSTION
AND ADOPTION OF EXISTING
ENVIRONMENTAL DOCUMENT
ADOPTION OF A MITIGATED DETERMINATION OF NON-SIGNIFICANCE
DESCRIPTION OF CURRENT PROPOSAL: The project is to open portions
of Olympic Ave., Lyter Ave., Cascade Ave., Victory Ave., Bayview
Ave" Carnegie Ave., Stomberg Ave., and Andrews Ave. of Irondale
No.6 and Gary Ave., Hilton Ave., pittsburg Ave., Mclellan Ave.,
willison Ave., Cascade Ave. and Bayview Ave. of Irondale No.5.
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PROPONENT: W.E. SETON
LOCATION OF CURRENT PROPOSAL: The project site is located
approximately fur miles southeast of Port Townsend, southerly of
tthe Kala Point community in Irondale No.5 and Irondale No.6.
TITLE OF DOCUMENT BEING ADOPTED: Mitigated Determination of Non-
significance for W.E. Seton.
AGENCY THAT PREPARED DOCUMENT BEING ADOPTED: Jefferson County
DATE ADOPTED DOCUMENT WAS PREPARED: May 14, 1993
DESCRIPTION OF DOCUMENT (OR PORTION) BEING ADOPTED: Mitigated
Determination of Non-significance to open portions of platted
streets in Irondale No. 5 and Irondale No.6.
IF THE DOCUMENT BEING ADOPTED HAS BEEN CHGALLENGED PLEASE DESCRIBE:
Not applicable.
THE DOCUMENT IS AVAILABLE TO BE READ AT: Jefferson County Permit
center, 621 Sheridan Avenue, Port Townsend, Washington 98369;
Monday through Friday, 9:00 a,m. to 4:.30 p.m. (360-4463).]
f'J.rl\-l\n,lrE'J Aid.~11"7O'J 'P~,p~c...t A;'€. .ec,&olcc.'q
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Develoomenl Review pUblic Works
Subdivision, Zoning Roed Approech
& Shoreline Permits Permits & Addresses
(360) 379.4463 (360) 379.4450
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Elwlding Em1ronmental Health
BUilding Permits Septic Permits
(360) 379.4450 Waler Review
Inspection Holllno (360) 379.4450
(360) ,??!:~_4~,~_.______,,_______________
1.800.831.2678
FAX: (360) 379.4451
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PURSUANT TO WAC 197-11-600 AND 630, WE HAVE IDENTIFIED AND ADOPTED
THIS DOCUMENT AS BEING APPROPRIATE FOR THIS PROPOSAL AFTER
INDEPENDENT REVIEW. THE DOCUMENT MEETS OUR ENVIRONMENTAL REVIEW
NEEDS FOR THE CURRENT PROPOSAL AND WILL ACCOMPANY THE PROPOSAL TO
THE DECISION-MAKER.
NAME OF AGENCY ADOPTING DOCUMENT: Jefferson County
CONTACT PERSON, IF OTHER THAN THE RESPONSIBLE OFFICIAL: Dennis
Thomason, Associate Planner.
PHONE: 360-379-4463
RESPONSIBLE OFFICIAL: David R. Goldsmith
POSITION/TITLE: Director of Community Services; Acting Responsible
Official for Jefferson County Development Review Division
ADDRESS: 621 Sheridan Avenue, Port Townsend,Washington 98368
DATE: 23, 1995
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Washington State Department of Ecology
Washington State Department of Fish & wildlife
Washington State Department of Natural Resources
Jefferson County Department of Public Works
Jefferson County Health Department
Fire Protection District #1
Jefferson County Public utility District #1
Hood Canal Environmental Council
Olympic Environmental Council
Port Townsend-Jefferson County Leader
W,E. Seaton
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W.E. SEATON
MITIGATIVE MEASURES
MITIGATIVE MEASURES:
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1. The applicant shall open the roadways in accordance with
I the standards of the Jefferson County Department of
Public Works, and in compliance with any and all
stipulations which shall be stated on permits which the
Department of Public Works shall issue to applicant.
2. A slope/bluff stability assessment performed by a
qualified eoils engineer or engineering geologist shall
be conducted to determine whether hazardous conditions
will result from the proposed activity. The bluff
stability assessment shall include recommendations to
minimize identified significant environmental impacts.
3. The proponent shall incorporate into stormwater control
practices the storm drainage criteria of the Washington
State Department of Ecology Storm Water Manaqement Manual
(current edition). The manual's "Best Management
Practices" shall be utilized and stormwater control
measures shall be adequate to treat and control runoff.
Temporary erosion control methods for construction
purposes shall be approved by the Department of Public
Works and employed during construction.
I hereby clarify or Change the proposal to include the above
mitigative measures to reduce adverse impacts.
Da;#!/75- /4yfL~
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JEFFERSON COUNTY ;'
PLANNING AND BUILDING DEPARTMENT
P,O, Box 1220
Port Thwnsend, Washington 98368
Plnnnlng (206) 385.9140
Building (206) 385.9141
JEFFERSON COUNTY COURTHOUSE
Craig Ward, Director
DATE:
MITIGATED
DETERMINATION OF NON.SIGNIFICANCE
AND LEAD AGENCY STATUS
May 14, 1993
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APPLICANT: W.E. Seton
PROPOSAL: Open Right of Way Request: The request is to open
following platted streets in lrondale #5 and #6: Bayview
Avenue, Lyter Avenue between Blocks 153 and 158, Elston
Avenue between Blocks 159 and 160, Elston Avenue
between lots 13-20 in Block 158 and lots 13-24 in Block
161, and Elston Avenue adjoining Block 162 and lying north
of lot 23 in said block. The proponent proposes to open
these streets to county standards.
LOCATION: The project sile is located approximately four miles
southeast of Port Townsend, southerly of the Kala Point
community.
MITIGA TIVIMEASURES:
,The mitigative measures are designed to address impacts identified through
the Environmental Checklist submitted by the applicant, field evaluations by
the Planning and Public Works Departments, and public comments
(including that by other agencies). These impacts are:
Land modification in an area designated as "unstable".
Storm water run-off during construction and after buildout. .
Potential access impacts to the adjacent County road.
County policies which address these impacts are contained in the
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1. Jefferson County SEPA Implementing Ordinance
2. Tri-Area Community Development Plan
3. Jefferson County Stormwater Policy No. JCDPW 10-26-1
NOTICE OF LEAD AGENCY: Jefferson County has determined that it is the
lead agency for the above-described proposal.
NOTICE OF NON-SIGNIFICANCE: Jefferson County has determined that the
above-described proposal would not have a probable significant adverse
impact on the environment, and nn environmental impact statement is not
required under RCW 43.2IC.030(2)(c). This decision was made after review
of a completed environmental checklist and other information on file with the
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Jefferson County Planning and Building Department.
COMMENT PERIOD: This determination is issued pursuant to WAC 197-
11-340(2). Jefferson County will not act on the above-described proposal for
at least fifteen days from' the date of this determination. Comments must be
submitted by June 2, 1993, to the Jefferson County Planning and Building
Department (pO Box 1220, Port Townsend, W A 98368).
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Craig R. Ward, Director
Jefferson County Planning and
Building Department
c: Washington State Department of Ecology
Washington State Department of Wildlife
Washington State Department of Fisheries
Washington State Department of Natural Resources
Jefferson County Public Works Department
Jefferson County, Health Department
Point No Point Treaty Council
Hood Canal Coordinating Council
Olympic Environmental Council
Audubon Society
Port Townsend-Jefferson County Leader
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MITIGATIVE MEASURES
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MITIGATIVE MEASURES:
1. The applicant shall open the roadways in accordance with the standards of the
Jefferson County Department of Public Works, and in compliance with any and ,
all stipulations which shall be stated on permits which the Department of Public
Works shall issue to applicant.
2. A slope/bluff stability assessment performed by a qualified soils engineer or
engineering geologist shall be conducted to determine whether hazardous
conditions will result from the proposed activity. The bluff stability assessment
shall include recommendations to minimize identified significant environmental
impacts.
3. The proponent shall incorporate into stormwater control practices the storm
drainage criteria of the Washington State Department of Ecology Storm Water
Manlll!ement Manual (current edition). The manual's "Best Management
Practices" shall be utilized and stormwater control measures shall be adequate to
treat and control runoff. Temporary erosion control methods for construction
purposes shall be approved by the Department of Public Works and employed
during construction. '
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I hereby clarify or change the proposal to include the above mitigative measures to
reduce adverse impacts.
Date
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Proposal:
Location:
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Application:
Checklist:
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JEFFERSON COUNTY PUBLIC WORKS DEPARTMENT Nct-\\\R.,).re,.)M<.. 1
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STATE ENVIRONMENTAL POLICY Acr
THRESHOLD DETERMINATION
and
PROPOSED MITIGATION MEASURES
W.E. Seton
W.E. Seton Open Right of Way Request: The request is to open following
platted streets in lrondale #5 and #6: Bayview Avenue, Lyter Avenue
between Blocks 153 and 158, Elston Avenue between Blocks 159 and 160,
Elston Avenue between lots 13-20 in Block 158 and lots 13-24 in Block 161,
and Elston Avenue adjoining Block 162 and lying north of lot 23 in said
block. The proponent proposes to open these streets to county standards.
The project site is located approximately four miles southeast of Port
Townsend, southerly of the Kala Point community in Section
No case number assigned.
The SEPA checklist was submitted on March 26, 1993.
Notice was published in the Port Townsend-Jefferson County Leader April
14, 1993. The site was posted by the applicant on April 14, 1993. Notice of
the pending threshold was mailed to the adjacent property owners on April
30, 1993.
COMMENTS WERE RECEIVED FROM THE PLANNING AND BUILDING
DEPARTMENT AND ARE INCORPORATED IN THIS REPORT.
Landi
Shorellne Usel According to the Jefferson County Comprehensive Plan the site :md
surrounding area have been designated as SUBURBAN. The site and
surrounding area are flat, with the exception of the abutting bluff area.
According to adopted reference maps for Jefferson County (the Cuastal Zone
Atlas allll the County Sub-Area Map for the Trl.Area), the site Is
characterized as an "Environmentally Sensitive Area". The CZA Indicates that
the area Is unstable und Is In the vicinity of an "Unstable Old Slide"; Ihe sub.
area map also show the area to be considered unstable with former landslides.
TranSpOrllltlom TIle proponent Slates that all opened streets will be brought to minimum
county road standard In accordance with Public Works requirements.
J'ublle Servlcesl No comments have been submitted by the local Clre districts or emergency
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The Jefferson County Soil Conservation Survey describes area soils as being
Cassolary sandy loam (Cfe), 0-15% slopes, with good drainage, slow to
medium runoff, and a slight to moderate hazard of water erosion, in
combination with Hoypus gravelly loamy sand (Hue). HuC is
characteristically somewhat excessively drained, with rapid permeability, slight
to moderate hazard of water erosion, and slow to medium runoff.
TIle nearest body of water is Pori Townsend Bay, which abuts the coastline
adjoining the plat. Chlmacum Creek lies to the south of the proposal,
approximately 500 feet from the most southerly portions of the project. '
No endangered species have been identified within the scope of this project.
TIle road areas have been cleared of trees In the past and are currently
covered with scrub brush and grasses.
No endangered species have been identiCled within the scope of this project.
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Based on review of the Environmental Checklist and other available material and inspection
of the site, the Public Works staff recommends that the Responsible Official consider the
following potential significant environmental impacts:
Land modification in an area designated as "unstable".
Storm water run-off during constiUction and after buildout.
Potential access impacts to the adjacent County road.
StalT Recommendations!
The Public Works Department recommends issuance of a Mitigated Determination of Non-
Significance.
Proposed mitigation measures:
The following mitigative measures are proposed by the Public Works staff for consideration by
the Responsible Official.
· The applicant shall open the roadways in accordance with the standards of the Jefferson
County Department of Public Works, and in compliance with any and all stipulations which
shall be stated on permits which the Department of Public Works shall issue to applicant.
· Provisions of the Jefferson County SEPA Implementing Ordinance indicated that a geologic
investigation should be done prior to any land modification. A slope/bluff stability
assessment performed by a qualified soils engineer or engineering geologist should be
conducted to determine whether hazardous conditions will result from the proposed activity.
The bluff stability assessment should include recommendations to minimize identified
significant environmental impacts.
· The proponent should incorporate into stormwater control practices the storm drainage
criteria of the Washington State Department of Ecology Storm Water Manal!ement Manual
(current edition). The manual's "Best Management Practices" should be utilized and
stormwater control measures should be adequate to treat and control runoff. Temporary
erosion control methods for construction purposes shall be approved by the Department
of Public Works and employed during construction.
Support In!! Policies
This recommendation is supported by the following adopted Board of County Commissioners
policies:
1. JelTerson Counly SEPA Implementing Ordinance
a. Proposed actions within environmentally sensitive areas should be marrlged according
10 the severity of natural characteristics and constralnlsi
b. Property owners, prospective property owners, and the general public should be
Informed about the potential hazards in environmentally sensitive areas;
The existing vegetative cover should be maintained on all project sites to the greatest
extent feasible. Where removal of vegetation is necessary, a reasonable effort should
be made to replant vegetative cover, stabilize the soil, and prevent erosion;
d. Site restoration should be provided if land surface modifications violate these
adopted policies or if construction does not ensue within a reasonable period of
time; and
c.
All possible efforts should be made to ensure that land surface modifications would
not induce excessive erosion, destabllze adjacent lands, or necessarily Scar the
landscape.
f. In areas of former or active landslides nnd along slopes determined to be unstable,
no land modiricatlon or related activities should occur without a favorahle geologic
investigation demonstrating that hazardous conditions do not exist or that mitigative
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techniques can be used to endure safety to life and property. The geologic
investigation should be prepared by a qualified soils engineer or engineering
geologist.
2. Tri-Area Community Development Plan
a. Developments should not occur within geologically unstable areas, unless structural
stability can be assured.
b. Developments along shorelines should follow the appropriate policies and
performance standards contained in the JelTerson.Port Townsend Shoreline
Management Master Program.
3. Jefferson County Stormwater Policy No. JCDPW 10-26.1
a. The Department of Public Works shall use the current edition of the Washington
State Department of Ecology Storm Water Management Manual. and the
Washington State Department of Transportation Highway Hvdraulics Manual for
determining the applicable design standards.
Determination of Responsible Omclal
I have reviewed and considered the referenced proposal, the environmental checklist, public
comments, other available material, and the Public Works Department's staff recommendation.
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~sue a Mitigated Determination of Non-significance.
[J issue a Determination of Significance.
U determine that I do not have sufficient information upon which to make a threshold
determination and direct Public Works staff to obtain additional information on the
proposal.
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JEFFERSON COUNTY COURTIIOUSE
JEFFERSON COUNTY
PLANNING AND BUILDING DEPARTMENT
1',0, Box 1220
l'orl1\Jwnsend, Washington 08308
I'lnlllllng (200) 380,fJ140
Building (20D) 380,0141
Craig Ward, Director
DATE:
MITIGATED
DETERMINATION OF NON.SIGNIFICANCE
AND LEAD AGENCY STATUS
May 14, 1993
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APPLICANT: W.E. Seton
PROPOSAL: Open Right of Way Request: The request is to open
following platted streets in Irondale #5 and #6: Bayview
Avenue, Lyter Avenue between Blocks 153 and 158, Elston
Avenue bctween Blocks 159 and 160, Elston Avenue
between lots 13-20 in Block 158 and lots 13-24 in Block
161, and Elston Avenue adjoining Block 162 and lying north
of lot 23 in said block. The proponent proposes to open
these streets to county standards.
LOCATION: The project site is located approximatcly four miles
southeast of Port Townsend, southerly of the Kala Point
community.
MITIGA TIVEMEASURES:
The mitigative measures are designed to address impacts identified through
the Environmental Checklist submitted by the applicant, field evaluations by
the Planning and Public Works Departments, and public comments
(including that by other agencies). These impacts are:
Land modification in an area designated as "unstable".
Storm watcr run-off during construction and after buildout.
Potcntial access impacts to the adjacent County road.
County policies which address these impacts are contained in the
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Jefferson County SEPA Implementing Ordinance
Tri-Area Community Development Plan
Jcfferson County Stormwater Policy No. JCDPW 10-26-1
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NOTICE OF LEAD AGENCY: Jefferson County has determined that it is the
lead ageney for the above.described proposal.
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NOTICE OF NON-SIGNIFICANCE: Jefferson County has determined that the
above-described proposal would not have a probable significant adverse
impaet on the environment, anel an environmental impact statement is not
required under RCW 43.21C.030(2)(c). This decision was made after review
of a completed environmental checklist and other information on file with the
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Jefferson County Planning and Building Department.
COMMENT PERIOD: This determination is issued pursuant to WAC 197-
11-340(2). Jefferson County willnot act on the above-described proposal for
at least fifteen days from' the date of this determination. Comments must be
submitted by June 2, 1993, to the Jefferson County Planning and Building
Department (pO Box 1220, Port Townsend, W A 98368).
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Craig R. Ward, Director
Jefferson County Planning and
Building Department
c: Washington State Department of Ecology
Washington State Department of Wildlife
Washington State Department of Fisheries
Washington State Department of Natural Resources
Jefferson County Public Works Department
Jefferson County Health Department
Point No Point Treaty Council
Hood Canal Coordinating Council
Olympic Environmental Council
Audubon Society
Port Townsend-Jefferson County Leader
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JEFFERSON COUNTY
DEPARTMENT OF PUBLIC WORKS
1820 Jefferson Slreet
P'Q, Box 1220
Pori Townsend, WA 98368
(206) 385,9160
Gary A. Rowe, P.E., Director
Robert G, Nesbitt, P.E" County Engineer
NOTICE OF PENDING SEPA THRESHOLD DETERMINATION
FOR
APPLICATION TO OPEN RIGHTS OF WAY
GENE SETON, PROPONENT
NOTICE IS HEREBY GIVEN that Gene Seton has applied for approval to open the
following platted streets in Irondale #5 and #6: Bayview Avenue, Lyter Avenue between
Blocks 153 and 158, Elston Avenue between Blocks 159 and 160, Elston Avenue
between lots 13-20 in Block 158 and lots 13-24 in Block 161, and Elston Avenue
adjoining Block 162 and lying north of lot 23 in said block. The proponent proposes to
open these streets to county standards. The proposal is subject to environmental review
and threshold determination under the State Environmental Policy Act (SEPA).
Information on the environmental review is available from the Jefferson County
Department of Public Works (PO Box 1220, Port Townsend, WA 98368). Comments
concenting SEPA environmental review of this proposal must be submitted to the
Department of Public Works by THURSDAY, APRIL 29, 1993.
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JEFFERSON COUNTY
DEPARTMENT OF PUBLIC WOHKS
1820 Jefferson Street
P,O, Box 1220
Port Townsend, WA 98368
(206) 385-9160
Gary A Rowe, PE, alreclor
Roberl G, Nesbitt, P.E.. County Engineer
MEMORANDUM
FROM:
DATE:
Department of Public Works
May 10, 1993
SUBJEcr: SEPA Review, W.E. Seton Open.right-of.way Permit: Irondale
Upon review of the environmental checklist for the above referenced project, the
Jefferson County Department of Public Works has identified the following
environmental impacts:
Section 20 of the checklist refers to Water Run.Off (including storm water). This
impact is addressed by the policies in the Jefferson County Implementlnl,l
Ordinance: State Environmental Pollcv Act.
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The proponent should Incorporate into stormwater control practices the stonn
drainage criteria of the Washington State Department of Ecology Storm Water
Manal!ement Manuni (current editIon). The manual's "Best Management
Practices" should be utilized and stormwater control measures should be
adequate to treat and control runoff.
Temporary erosion control methods for construction purposes shall be approved
by the Department of Public Works and employed during construction.
Section 70 of the checklist refers to Transportation (new roads or Improvements to
existing roads). This impact is addressed by the policies of the Jefferson County
Comorehenslve Plan. Chaoter 7: GOALS AND POLICIES. Transoortatlon and
Circulation.
The department advises that the following mitigation measure be implemented to
alleviate the Impact:
The proposed roadways shall be constructed to the standards of thc Jcffcrson
County Dcpartmcnt of Public Worlls. All plans and speclncatlons rcqulrcd shall
be submlttcd, revlcwcd and approvcd by the Dcpartmcnt of Public Works prior
to construction.
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Tile Department of Public Works reviews tile cllecklist only for impacts assocIated witll
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issues within the scope of its regulatory authority. We do not represent that the above limits
potential impacts in areas of concem
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", MAR 26 1993
JEFFERSON OOUNTY
JEFFERSON COI'
ENVJ:RONMENTAL OHEOKLJ:'BT ..,-
The Slele Envlronlentel Polley Act (SEPAl, RCH U,7IC, re~ulres ell gov.rnllntal agenoies to consld.r the envlroneental t.pacls
of a proposal before "king decisions. An environmental lopact slatement (EISlIDUSI be prefered for all proposals ~fth probable
stgniflcant adverse lepacts on the quality of the environment. The purpose of this checkl st ts to provide Inforeatlcn to help
you and the agency Identtfy fopacts from your prcposal; reduce Dr avoid I.pacls frOll the proposal, If It can be done; and help
the agency decide ~hetlMlr an EIS to required. '
PROPONENT:
ADDRESS:
W. E. SE'fON
4890 S. DISCOVERY ROAD, PORT TOWNSEND, WA. 98368 '
TELEPHONE: (home) 385-3636
385-2159
(business)
AUTHORIZED REPRESENTATIVE/CONTACT:
W. E. SETON
ADDRESS:
4890 S. DISCOVERY ROAD, PORT 'roWNSEND, WA. 98368
TELEPHONE: (home)
385-3636
385-2159
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(business)
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D:I:REOT:I:ONS
This checklist asks you to describe some bailie information about your proposal. The
questions apply to the entire proposal, including those phased over a period of time
or on separate parcels of land,
Answer each question accurately and completely to avoid unnecessary delays in
processing this checklist. If you do not know an answer, write "unknown," or if a
question does not apply, write "not applicable."
Answers to some questions may require special expertise or technical assistance from
qualified persons. The cost of obtaining such information is the responsibility of the
proponent,
Attach any additional information (reports, studies, maps, illustrations, leases, permits,
etc.) that may further describe the proposal or be required by Jefferson County.
Contact the Jefferson County Planning and Building Department for assistance in
completing the checklist and for information on the administrative procedures for its
pro,cessing.
PLEASE PRINT IN INK OR TYPE EACH ANSWBR. DO NOT WRITE IN THB AREA DBSIGNATED
"EVALUATION."
PROPOSAL AND PROPERTY DESOR:I:PTXON
PROPOSED PROJECT DESCRIPTION (include all factors that will give an accurate
understanding of its scope ana purpose)1
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WithIn the platted area eouth of Kll1a PoInt, Ironda1e #6. Clear etreet right-Of-way
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in parts of the .!oll.owing streetel Bayview Ave., Caseade Ave.. Andrew Ave..
Victory Ave., Stranberg Ave.. Carnegie Ave. and Lyter Ave.
For tree rCfTlOval. Construel; rO,ade to County Standard with
underground utititiee,
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PROPERTY AND ARBA DESCRIPTION:
Address:
None
Legal (tram property tax statement): Lot:
Subdivision: Irondale #6
Quarter Sections: N~
Block:
Tax Parcel:
Streets
Section:
35
Township:
30
Range: 1 W
Tax Number:
None
, Land Area (dimensions): Part of streets in App. 40 A
Describe the location. physical characteristics, and extent of land area to be
atfected; include all factors that will give an accurate understanding of the
property and its environment:
Open part of the streets in plat of Irondale #6
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SCHBDULB (beginning and ending dates ot the proposal, including phases):
January 25. 1993
March I, 1993
OVBRALL PLAN (describe future additions. expansions, or related activities or plans by
others that may affect the proposal):
None
RBQUIRBD APPROV/lLS (all local. state, and rederal approvals required for the completions
of this proposal and it any approvals ere pending that are related to the proposal):
N/A
ENVIRONMENTAL DATA (any'existing or proposed environmental intormat.ion such 8S
studies or documents related to the proposal):
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N/A
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ENV~RONMENTAL COMMENTS
EARTH
EVALUATION
1. Check the item that describes the site:
o flat 0 'rolling 0 hilly 0 steep slopes
o mountainous 0 other: Gentle slone
. 2. What is the steepest slope on the site? Identify the
approximate percent of the slope: 10%
, 3.
What general types of soils are found on the site
(sand, gravel, peat, muck)? If you know the
classificatiqn of agricultural salls, specify them and
note any prime farmland: Clay, Sandy Loam
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Are there surface indications or a history of
unstable soils in the immediate vicinity? If so,
describe them:
N/A
6.
Describe the purpose, type,
quantities of any filling or
Identify the source of the fill:
MIa
and approximate
grading proposed.
6.
Could erosion occur as a result of clearing,
construction, or use? If so, generally describe it:
IJ/A
7.
About what percen~ of the site would be covered with
impervious surfaces after construction of the
project (that is, asphalt or bUildings)?
N/A
8.
Describe proposed measures to reduce or control
erosion or other impacts to the earth, if any:
Eroeion & sedimentation control plan will be developed
to the etandarde of the WA st. DOE Storm Water Management
Manual and submitted for approval.
AIR
9. What types of emissions to the air, if any, would
result from the proposal during construction and
when the project is completlid (dust, car odors,
industrial wood smoke)? Generally describe and givo
approximate quantities, 1t known: Duet and Equipment
odore durinq Clearing operations.
10. Are there any Off-site sources of emissions or odors
that may affect your proposal? It so, generally
describe them:
N/A
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EVALUATION
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11. Describe proposed measures to reduce or control
emissions or other .impacts to the air, if any:
--All-eauioment will be in aood workinq order.
WATER
Surface Water
12. . Is there any surface water body on or in the
.lmmediate vicinity of the site, including year-round
or seasonal streams, salt waters, lakes, ponds, and
wetlands? It yes, describe the type and provide
names. It appropriate, state what stream or river it
flows .into:
Port Townsend Bay
13. Will the project require any work over, in, or
adjacent to the described waters (within 200 feet)?
If yes, describe the work and attach avallable plans:
,NIl'.
14. Estimate the amount of fill and dredge material that
would be placed or removed from the surface waters
or wetlands and indicate the area of the site that
would be affected. Identify the source of the fill
material:
NIl'.
15. Will the proposal requ.1re surface water withdrawals
or diversions? Give a general description and
identify the purpose and approximate quantities, if
known :
NIl'.
16. Does the proposall1e within a 100-year flood plain?
If so, note the location on the site plan:
NIl'.
17. Does the proposal involve any discharges of waste
materials to surface waters? If so, describe the
type of waste and anticipated volums of discharger
N/A
Ground Water
19. Will ground water be withdrawn or will water be
discharged to ground water? Give a general
description and identify the purpose, and
epproKimato quantities, if knownr
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EVALUATION
19. Describe the waste material that would be discharged
into the ground from septic tanks or other sources,
if any (domestic sewage; industrial wastes and
chemicals contained; agricultural wastes). Describe
the general size of the system; the number of such
systems; thenumbel' of houees to be served. if
applicable, or the number of animals or humans the
system(s) is expected to serve:
NIT>.
Water Run-Off
(~nclud1ng storm water) ,
20. Describe the source of run-off, including storm
water. Describe the method of collection and
disposal, 'if any, including any known quantities.
Where will this water flow? Will this water flow into
other waters? If so, describe it: Rainfall will fall
onto the paved surface and run tnto sandy road
dltCnes.
21. Could waste materials enter ground or surface
waters? If so, generally describe how:
No waste will be introduced.
22. Describe proposed measures to reduce or control
surface, ground, and run-off water impacts, if any:
No increase in off-site discharge of surface
water.
PLANTS
23. Check the types of vegetation found on the site:
Deciduous tree: G alder 0 maple 0 aspen
o other:
Evergreen tree: G;) fir 0 cedar 0 pine
o other:
~ Shrubs 0 Grass 0 Pasture 0 Crop/Grain
Wet Soil Plants: 0 cattail 0 buttercup
o bulrush 0 skunk cabbage
o other:
Water Plants: 0 water lily 0 eelgrass 0 milfoil
o othsr:
Other:
24. What kind and amount ot vegetation would be removed
or altered? That within the etreet Riqht-of-Way
25. Liot threatened or endangered species known to be
on or near the site: Not aware of any
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EVALUATION
26. Describe the proposed landscaping, use of nature
plants, or other measures to preserve or enhance
vegetation on the site, if any:
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ANIMALS
27. Check any birds and animals that been observed on
or near the site or are known to be on or near the
site:
Birds: 0 hawk 0 heron 0 eagle Er> songbirds
o other: ?
Mammals: 0 deer 0 bear 0 elk 0 beaver
o other:
Fish: 0 bass 0 salmon 0 trout 0 herring
o shellfish 0 other:
28. List any threatened or endangered species to be on
or near the site: Not aware of any
, 29. Is the site part of a migration route? If so, how?
Don't think so.
30. Describe proposed measures to preserve or enhance
wildlife, if any:
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ENERGY AND NATURAL RESOURCES
31. What kinds of energy (electric, natural gas, oil, wood
stove, solar) would be used to meet the completed
project's energy needs? Describe whether it would
be 'used for heating, manufacturing, etc.:
NIA
32. Would the project affect the potential use of solar
energy by adjacent properties? If so, generally
describe the affect:
No
33. What kinds of energy conservation features are
included in the plans of this proposal? List other
proposed measures to reduce or control energy
impacts, if any:
N/A
ENVIRONMENTAL HBALTH
34. Are there any env.ironmental health hazards,
including exposure to toxic chemicals, r.isk of f.ire
and explosion, sp.ill, or hazardous waste, that could
occur as a result ot th.is proposal? It so, descr.ibe
the hazards:
No
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35. Describe special emergency services that might be
required:
N/A
36. Describe proposed measures to reduce or control
environmental health hazards, if any:
N/A
NOISE
37. What types of noise exist in the area that may
affect your p,roject (traffic, equipment, operations)?
N/A
38. What types and levels of noise would be created by
or associated with the project on a short-term or a
long-term basis (construction, traffic, operation)?
Indicate what hours noise would come from this site:
Short term: Construction Equipment
Lonq term: N/A
39. Describe proposed measures to reduce or control
noise impacts, if any:
Maintain equipment
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LAND AND SHORELINE USE
40. What is the current use of the site and adjacent
properties? Undeveloped Plat
41. Has the site been used for agriculture? If so,
describe the use:
No
42, Describs any structures on the site:
N/A
43. 'Will any structures be demolished? If so, what
structures?
N/A
44. What is the current comprehensive plan or community
development plan designation of the site? Identify
the plan: Comp plan Reeidentia1
46. If applicable, what is the current Shoreline Master
Program designation of the site?
N/A
,j6.
Has any part of the site been
"environmentally sensitive" area?
part:
No
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47. Approximately how many people would reside or work
in the completed project? N/A
4B. Approximately how many people would the completed
project displace? MIA
49. Describe proposed measures to avoid or reduce
displacement impacts, if any:
N/A
50. Describe proposed measures to ensure the proposal
is compatible with existing and projected land uses
and plans, if any: Conforms to Tri-Area compo
plan.
HOUSING
51. Approximately how many units would be provided, if
any? Indicate whether the housing is high, middle,
or low income:
N/A
52. Approximately how many units, if any, would be
eliminated? Indicate whether the housing ie high,
middle, or low income:
N/A
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housing impacts, if any:
N/A
AESTHETICS
54. What is the tallest height of any proposed
structure Is), not including antennas? What is the
principal exterior building materialls) pl.'oposed?
N/A
55. What views in the immediate vicinity would be altered
or obstructed? Some water viells partiallY openE,d
56. Describe proposed measures to reduce or control
aesthetic impacts, if any: Clear only in Riqht-of-Way
LIGHT AND OLARE
57.
What type
produce?
occur?
N/A
of light or glare would the proposal
What time of the day would it mainly
5B. Could light or glare from the f.inished project be a
safety hazard or interfere with viewa?
N/A
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59. What existing off-site sources of light or glare may
affect your proposal?
NIl'.
60. Describe proposed measures to reduce or control
light and glare impacts. if any:
NIl'.
RECREATION
61. What designated and informal recreational
oPPgnu~~fl!T~~~~~n~hest~~~d~~~k vicinity?
62. Would the proposed project displace any existing
recreational uses? If so, describe the displacement:
No
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impacts on recreation. including recreational
opportunities to be provided by the project or
proponent, if any:
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HISTORICAL AND CULTURAL PRESBRVATION
64. Are there any places or objects listed on or
proposed for national. state. or local preservation
registers known to be on or next to the site? If so.
generally describe them:
NIl'.
65. Generally describe any landmarks or evidence of
historic, cultural. archaeological. or scientific
importance known to be on or next to the site:
NIl'.
66. Describe proposed measures to reduce or control
impacts. if any:
N/,..
TRANSPORTATION
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67. Identify public streets and highways serving the
site and describe the proposed access to the
eXisting street system. Show on tho site plan.
Prospcc~ Avcnue ende in the eite.
Davview Avenuc to Kala point Drive.
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60. Is the site currently served by public transit? If
no, what is the approximate distance to the nearest
transit stop?
No I. 1/1. m1lcs
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69. How many parking spaceR would the completed project
have? 1I0w many would ~he project eliminate?_
N/A
70. Will the proposal require any new roads, streets, or
improvements to existing roads or streets, not
including driveways? If so, generally describe them,
indicating whether they are public or private:_
Opening of parts of Bayview, Elston, Olympic
and Lyter for local access and service roads.
71. Will the project use water, rail, or air
traneportation, or occur in the ,immediate vicinity of
these facilities? If so, generally describe the IIse:
N/A
72. How many vehicular trip'! per day would be generated
by the completed project? If known, indicate when
peak volumes would occur: Proposed initial proj ect of
26 building sites which will create 260 ADT.
73.
,Describe proposed measures to reduce or control
transportation impacts, if any: All raods to be developed
to Jefferson County PUbllC worKS stanaaras.
PUBLIC SERVICES
74.
Would the project result in an increased need for
public services (fire protection, police protection,
health cars, schools)? If so, generally describe the
results: Yes. Fire protection, Police protection,
Ambulance, etc.
75.
Describe proposed measures to reduce or
direct im'pacts on public services, if any:
proJect will meet all requirements
to the neea tor PUbllC serVlces.
control
The
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UTILITIES
76.
Check which utilities are currently available at the
site:
o water 0 elsctricity 0 natural gas
o refuse service 0 telephone 0 septic system
o sanitary sewer 0 othsr: None
Describe the utilities that are proposed for the
pro.1ect, the utility providing the service, and the
general construction activities on the site or in the
immediate vicinity that might be needed:
N/A
77.
ACKNOWLEDGEMENT
I acknowledge that all tnfor~atfon provfd.d fn tht. ohecklist and all attached eatertal is true and oorrect to thebllt of IY
knowledge. J undertUnd the load ag.noy f. relying on thf. fnforeatfon to uk. fU decision. In addltfon, I under.uod that
review under SEPA don not conltituteapproval of e propolI1, coepHance wIth 100el, .tate, and federa regulatton. appltcable
to the propolll .hall const Hute approval. (Chack wfth approprhte agenct.. to deterefne what apProvallara requfred.) SEPA
epproval t. baud on the tnforeetfon J have provfded. If found inaccurate, approval could be withdrewn.
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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. Director/County Engineer
Jefferson County Board of Commissioners
Department of Public Works Agenda
August 5, 1996
Aeenda Items:
The following items are all related to accepting roads constructed within the Plat of Irondale
Division 6:
· Review County Engineer's Report;
· Review proposed agreement between Jefferson County and Prospect View Incorporated to accept
roads constructed within the Plat oflrondale Division 6 and to chip seal those roads;
· Review proposed resolution updating the County Road Log;
· Review proposed resolution creating a County project to chip seal roads on platted rights-of-way
in the Plat oflronda\e Division 6.
StalT Contact: James W, Pearson
Issues:
Mr, Gene Seton was authorized to open platted public rights-of-way and construct roads lvithin the
Plat of [rondale Division 6, The Department has inspected the roads and detennined that they have
been constIUcted to Moptcd County standards, Mr, Seton proposes that the County accept the roads for
inclusion in the rond log. He also proposes to pay to have dIe roods chip se:1led by the Department of
Public Works, Earl Wells estimates that this will cost $12,898,00, Mr, Seton also agrees have a licensed
land surveyor provide plan and profile rer.ord drallings of the roads and monument the centerlines as per
Department standards.
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The Department requests that dIe Board review d,e agreement with Mr, Seton, the resolution to accept
dIe roads for inclusion in the road log, and dIe resolution authorizing the Department to chip se:1l the
rends,
,.
The Department recommends that the Board approve the proposed agreement and adopt the resolutions,
to
AttRchments:
· County Engineer's Report;
· Proposed agreement between Jefferson County and Prospect View Incorporated;
· Proposed resolution updating road 1011 to include roads in the Plat of [rondale Division 6;
· Proposed resolution creating COllllty project to chip seal roads in the Plat of (rondale Division 6,
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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, Director/County Engineer
MEMORANDUM
TO: Jefferson County Board of Commissioners
FROM:
K1ara Fabry, Director/County Engineer IL. /I- ":f' .
DATE:
July 22, 1996
RE:
County Engineer's Report; Acceptance of roads constructed within the Plat
ofIrondale Division 6
Mr. Gene Seton was authorized to open platted public rights-of-way and construct the following
roads within the Plat of Iron dale Division 6: '
East Island View Avenue adjoining Blocks 159 and 160, North Lyter Avenue adjoining Blocks
153 and 158, East Cascade Avenue adjoining Lots 1,35, and 36 of Block 157 and Lots 1-3 of
Block 162, Prospect Avenue adjoining Lots 13-20 of Block 158 and Lots 12-24 of Block 161,
and Elston Avenue adjoining Lots 3-19 of Block 162,
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The Department has inspected the roads and detennined that they have been constructed to the following
adopted County sl:lndards: Suitable compacted subgrnde, 6 inches of compacted gravel base, 2 inches of
compacted crushed surfucing top course; 20 feet \vide traveled way wiu! 2 feet wide gravel shoulders.
General Testing Laboratory has tested the gravel baso material and certifies that it meets WSDOT
spcdfic:1lions, TIley also certity that it meets the required compaction, The top course material wns from
Fred Hill's pit which is an approved source,
Mr, Seton proposes to pay to have the roads chip sealed by the Department. Earl Wells estimates that
this \\ill cost $12,898,00. He also agrees have a licensed land surveyor provide plan and profile record
drawings of the roads and monument the centerlines as per Department sl:lndards, He proposes that the
County accept these roads for inclusion in the road log,
In addition to constructing these roads, Mr. Seton has constructed a water system whieh will serve the
area. It is contemplated th.,t tho platted lots served by these roads \vill be developed wiu! single fumily
residences in the near future,
In consideration of the above, I reconunend that the Board of Commissioners approve the agreement
with Mr. Seton, accept the ronds for inclusion in the road log, and adopt the resolution auulorizing the
Department to chip sonl the roads,
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JEFFERSON COUNTY ~ ~6 /
DEPARTMENT OF PUBLIC WORKS
P,O, Box 2070
1322 Washington St.
Port Townsend, WA 98368
(360) 385-9160
Klara A. Fabry. Director/County Engineer
MEMORANDUM
TO: Paul McDrath, Deputy Prosecuting Attorney
FROM:
K1ara Fabry, Director/County Engineer leI) '"F
DATE:
July 25, 1996
RE:
Review of agreement with Prospect View Incorporated
Attached for your review is a ~ draft of the agreement between the County and Prospect View
Incorporated. You have previously reviewed this agreement and approved it as to fonn on July 10,
1996, Based on the Department's discussion with the developer and in consideration that the project's
cost has been estimated by the Department, I have revised the agreement to lower the required surety
to 115% of the estimated cost and to allow the developer to provide surety either by an irrevocable
letter of credit or an open account agreement, both of which are acceptable to the Department.
Thank you for your consideration ot'this matter.
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STATE OF WASHINGTON
COUNTY OF JEFFERSON
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In the matter of:
An Agreement to Establish Agreement No. q" - /
Public Roads in the Plat ofIrondale
Division 6
This agreement made and entered into this Day Of.l/,.".tI9~, by and between
Prospect View Incorporated, a Washinb>ton corporation, herei:arcalled the DEVELOPER,
and the County of Jefferson, acting by and through the Board of County Commissioners,
hereinafter called the COUNTY, This Agreement is made pursuant to Ch, 36,82.110, R.C.W.
WHEREAS, the DEVELOPER owns celtain property in the Plat of IrondaIe Division
6, situated in Section 35, Township 30 North, Range 1 West, W.M" Jefferson County,
Washington; and
WHEREAS, road rights-of-way within the Plat of lrondale Division 6 were dedicated
to the use of the public; and
WHEREAS, the DEVELOPER was b'I'antcd a pcnnit by the Jefferson County
Department of Public Works to open certain rights-of-way within the Plat of IrondaIe
Division 6 and construct roadways to County standards; and
WHEREAS, the DEVELOPER desires to have certain roads which have been
constructed on public rights-of-way within the Plat of Irondale Division 6 to be established as
County Roads; and
WHEREAS, those roads are Bayview Avenue adjoining Blocks 158 and 159, North
Lyter Avenue adjoining Blocks 153 and 158, South Olympic Avenue adjoining Lots I, 35,
and 36 of Block 157 and Lots 1-3 of Block 162, NOIth Olympic Avenue adjoining Lots 13-20
of Block 158 and Lots 12-24 of Block 161 and Blocks 159 and 160, and Elston Avenue
adjoining Lots 3.21 of Block 162 all in the Plat of lrondale Division 6 and depicted on the
attached exhibit; and
WHEREAS. the DEVELOPER has consnucted said roads to the adopted standards of
the Department of Public Works; and
WHEREAS, the COUNTY is willing to sutface said roads at the DEVELOPER's
expense;
NOW THEREFORE it is mutually agreed between the patties hereto as follows:
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1.
TIle COUNTY will proceed to establish the roads as shown on the exhibit;
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TIle COUNTY will initiate all necessRlY actions related to establishment of
said roads;
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Prospect View Incorporated Agreement
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3.
The COUNTY will place a two-shot light bitwninous surface treatment on all
roads shown on the attached exhibit. The COUNTY will perform work in
conjwtction with other surfacing projects on its annual maintenance program as
soon as is practical;
4.
The COUNTY will inspect all roads prior to acceptance to ensure that
construction has been in accordance with adopted standards of the Department
of Public Works;
5.
Upon establishment and acceptance of said roads, the COUNTY will be
responsible for the continued maintenance thereof;
6.
The DEVELOPER will pay the COUNTY for all expenditures to be made by
the COUNTY to surface roads, which cost is estimated to be Twelve Thousand
Eight Hwtdred Ninety-eight dollars ($ 12,898.00 ). The DEVELOPER shall
provide surety either in the form of a nonrevocable letter of credit or an open
accowtt agreement, from a bank approved by the COUNTY, equal to one
hwtdred and fifteen per cent (115%) of the estimate to guarantee payment for
actual expenditures. The COUNTY shall be paid for the actual cost of the
work completed, plus a fifteen per cent (15%) administrative fee, upon the
demand of the COUNTY;
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7. The DEVELOPER shall provide plan and profile record drawings of the
roadways and rights-of-way, including all drainage structures at a scale of one
inch to fifty feet (1" = SO');
8.
The DEVELOPER shall provide for the centerlines of the roads to be
monumented with monuments in cases by a licensed land surveyor in
compliance with the standards of the Departmen~ of Public Works.
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IN WITNESS WHEREOF, the parties hereto have executed this agreement as of the
day and year first above written,
DEVELOPER
PROSPECT VIEW. m::.
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ST ATE OF WASHINGTON
COUNTY OF fPA'uSaY\ }ss
On !his -2fl. day of 1(; O.JA- : 19912, before ~e, the undersijpled, a Notal)' Public in and for the State of
Washington, duly COmmiSSiOn~v~rsona!!Y appeared I), J ,p. S'~ . personally known to me to
be the Authorized Agent of iJ,Pn) ".WJr:. tlult executed the foregoing instrumen~ and acknowledged the said
instrument tll be the ftee and volun I)' act and deed of said entity, for the uses and purposes therein mentioned, and on oath stated
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JEFFERSON COUNTY
'" DEPARTMENT OF PUDLlC WORKS
PROJECT DUDOET WORKSHEET
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OBJ. PROJ. WORK DREAKDOWN ... PRIOR YEAR YEAR AEI.IAlNING
I DESCRIPTION COST (A) (D) (C) YEARS 1993 1994 YEARS
.10 Salarlos 2465.0Q,
,12 Overtime
,20 Benollls .
,31 SUDDllos
.41 ProfesSional Services
.43 Travol I
,4-4 Advortlslng
,45 Eouloment Ronlal 'S174B' 00 ,.
,48 Reoalrs & Maintenance .
,49 Miscellaneous
,51 lnloraov. Prol. Satvlcas . I
.61 Land/Rlohl 01 Way
,&2 Bulldlnll! & St,uclur81
.63 Other Imorovemenll
,&4 Machlnory & EQulamenl
,65 Construction Pro eell
.91 Inle,fund Prol. Servlcos
,95 Inlertund Equlpmen, Rentol
TOTAL: ~1' AQA SO SO SO SO $0 SO $0
COST PROJECT FUNDING PRIOR YEAR YEAR REMAINING
WORK BREAK DOWN FROM AOOVE SUMMARY SOURCE AMOUNT YEARS 1093 1994 YEARS
Chipeeal & Res~ore , t LOCAl....
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TOTAL PROJECT COST SO /11 IDr /I ...SO SO SO SO
,~ ACCOUNTING: PRIlPARIlD BY: TY.o6 '/1/. ~u;-, ()~f{' rp DATBI
CHBCKnD BY: ~ :.,. 7 I, DATBI
APPROVED BY: ~...A ,~ 1I'~'lh/ DATBI
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PROJECT NAME
Seton Kala Point Roads
PROJECT NO
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STATEOFWASllfNGTON
COUNTY OF JEFFERSON
'P('(Y~d Av~c.~8Jlo~
e. :u,Ia.r'iA II IC<().~ & R1
ebb 1\ Ave... (40'1q~~
L~{er A~e.' L.(P'i07fJc;
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In the lIIatter of:
Creating a County project
designated as~.
RESOLUTION NO. 69-96
IT IS HEREBY RESOLVED that roads constructed on the platted rights-of-way ofBayview
Avenue adjoining Blocks 158 and 159, North Lyter Avenue adjoining Blocks 153 and 158, Soulh Olympic
Avenue adjoining loIs 1,35, and 36 ofDlock 157 and Lots 1-3 ofBlock 162, North Olympic Avenue
adjoining loIs 13-20 of Block 158 and Lots 12-24 ofBlock 161 and Blocks 159 and 160, and Elston Avenue
adjoining Lots 3-21 Block 162 all in the Plat oflrondale Division 6 and depicled on the attached exhibil be
improved as follows:
Grade ditches and chip seal surface,
IT IS FURTHER RESOLVED that an appropriation from the officially adopted road fund
budget and based on the County Engineer's estimate is hereby made in the amounts and for the purpose
shown:
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PURPOSE PREVIOUS APPROPRIATION PRESENT APPROPRIATION
Engineering S 0 S 0
Right of Way
Acquisition S 0 $ 0
Sub-Total S 0 $ 0
Construction $ 0 $ 12.898.00
TOTAL $ 0 $ 12.898,00
This project is included in the officially adopted annual road program as Item No,_.
..x. The project is hereby made a part of the officially adopted annual road program in accordance
with R,C,W, 36,81.130.
IT IS FURTHER RESOLVED that:
The construction is to be accomplished by contract in accordance with R.C, W. 36;77.020 el. seq.
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..x The construction is 10 be accomplished by County forces in accordance with R,C,W. 36.77.065
and W,A,C, 136,18,
PASSED AND ADOPTED TIIIS~DA Y OF ;tu titU.J- I 1996.
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~~, ' B DOFCOMMIS ~N RS
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Lorna DelAney, Clerk of the Board
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Glen Hunllngford, Member
~u Due to hond surgery, Commhsionor Wojt Bigned with left hand,
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STATE OFWASIIINGTON ~\e( Ave. f.. ~g07oq
COUNTY OF JEFFEltSON
In Che Mnller of:
Updntlng Ihe Ornclnl Connty Rond Log:
Bayvlew Avenue, Elslon Avellue,
North Lyter Avenue, and
North and South Olympic Avenues.
Itcsolntlon No. 70-96
WHEREAS, the following ronds have been established to be County Roads as per the Plat of lrondale
Division 6; and
WHEREAS, the following roads have been constnlcted to the standards of the Jefferson County
Department of Public Works; and
WHEREAS, the following roads are to be maintained at public expense; and
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-'I- 689209 Bayview Avenue S 35, TJON, RIW 0,24 . 0,29 Kala Point Drive
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ADOPTEDTIfISLDA Y OF ~ 1996,
" .",.~.. -.. '," JEFFERSON COUNTY
/',. Il\I~ '...... RD OF COMMISSIONERS
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WHEREAS, the Official County Road Log is filed in the County Engineer's Office;
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(Excused Ahsence)
Glen Unntil1!1rord, Member
U* Due te hsnd surgery, Commissioner WoJt signed with left hand.
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J~FFF.RSON cot: ;~T" DATE
DE?..RT:\~E;'JT OF PUBL:::' ,'/GRi-:S
P,O, Box 2070 ACCOUNTNUM'''''' ,_, , .
?ORT TOWNSEND, WASHI~;GTON 33363
(360) 385.9160
.:-
SETON Y:ALA F'OINT ~:OADS
GENE SETON
4890 s. DISCOVERY RD
FORT TOWNSEND WA 98368
R01263
DATE CHARGES AND CREDITS
AMOUNT
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AIT\JAN THIS PORTION WITH PAYMENT
8/31/'76
REIMBURSE: AUGUST LAJ?OR. EQUIPMENT AND
8/31/96 MATERIALS
ADt'ol~II:;TRATHlN OVi::RHEAD
11266. SO
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I 1. ~:: ,...\TE FF.::E Acr;F:IJED ON ALL ACCOUNTS t"AST DUE ~~"'RJw'COUJ'"
JEFFERSON COUNTY
I OE?ARTMENT OF PUDLIC WC~K:
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, 1li:I agreement Is ~ W, E. SETON . hd/IIaIlIr cdId DEPOSrroR.lIrId~""" VI~C.l~o-., 011 ,
........,tI'le FIRST FEDERAL S & [. BanI, PORI' Ta'/[\'!;~ lltInch.htnlnlllllr~IWIK.C2.'bbI\AJe,( to~a.o;;
V/I1ems. the DEPOSITOR wfshes to IlIlIabbh ., Opan ~ w!Ih the BANK m "'" BAHK Is LJ:k( Me. 'Gl"lh1 a::tq
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1. 'The DEPOSITOR hnby dllpoIb InIl1e BANK tI'le tIII1I 01 S 14. A1' 7n . payllble to the
order 01 JeIIertan Ccuity D~ oIl'Ido WarlII. ~ filii:' ~.1305
2. NelImr IlII nor SlY pat 01 INs depgIllll1llY be ~ by cmclc. nor may k be wlII1drIIWII
lJIlIlII\llr lhe BANK hIlllICIIYId from JIllncn COII1lY DepIrtIlI8nl of NllIo Works etII1er
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QllIQn 01 the BANK, 1.I1tI311 dayt sitar lhe IlI\HK eIIIII '-'a rneIIId to 1M DEPOSITOR roatIce
0111I fnlentIan ta IlIlltItt INs llllI'1lIIlIIR .
4. ..... 8hIIII ba paid ta thII DEPOSITOR mantI1Iy Inx'n the dIbI of IIQI1IIlllGr1l und. W
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, DAT1!D INs 29th day of JULY .1lll1,.L.
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DEPARTMENT OF PUBLIC WORKt'e.C. ~ls'07';;f
P.O. Box 2070
1322 Washington 51.
Port Townsend, WA 98368
(360) 385-9160
Klara A. Fabry. Director/County Engineer
July 16, 1996
Mr. W.E. Seton
4890 South Discovery Road
Port Townsend, W A 98368
RE: Agreement regarding establishment of County Roads in the Plat ofIrondale
Division 6
Dear Mr. Seton:
Attached are three copies of the proposed agreement between Jefferson County and
Prospect View Incorporated regarding the referenced roads. The agreement has been
reviewed and approved as to form by the Prosecuting Attorney and reviewed and
approved by the County Engineer.
Please review the agreement and, if you concur, sign the copies in the presence ofa
Notary Public and return them to the Department.
If you have any questions or ifI can be of assistance, please don't hesitate to contact me.
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P oject Manager
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Jefferson County Fire Protection District 6 L~\e(' .Ave,. -e- ~ 'Joe:;;
3850 Cape George Road
Port Townsend, W A 98368
(360) 385-4721
Fax (360) 385-1133
June 11, 1996
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1,~~,i3UC WORKS DEP~J
Jim Pearson
Jefferson County Public Works
P,O, Box 2070
Port Townsend, Wa. 98368
RE: Roadways off Prospect Avenue
Dear Mr, Pearson:
The roadways off Prospect Avenue meet with the approval of Jefferson County Fire Protection
District 6 as per our phone conversation on this date,
Sincerely,
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ROBERT LARSON
Chief
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ConmclC' SETON CONSTRUCTION
Date Sampl<<l 4/30/96 Date Teste~
5/02/96
Report No.
Project No.
Test No.
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Source of Material NATIVE
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JEFFERSON COUNTY "wA~e- c.<''l'1~
DEPARTMENT OF PUBLIC W'iMKS -((P801~
P'Q, Box 2070
1322 Washington 51.
Port Townsend, WA 98368
(360) 385-9160
Klara A. Fabry. Director/County Engineer
March 18, 1996
Mr. W,E. Seton
4890 South Discovery Road
Port Townsend, WA 98368
RE: Request to add roads in the Plat ofIrondale Division 6 to County Road Log;
C678209
Dear Mr, Seton:
I am writing in response to your request for Jefferson County to accept roads constructed
on portions ofthe platted rights.of.way of Elston Avenue, Lyter Avenue, Island View
Avenue, and Olympic Avenue into the County Road Log. Because the County will take
over maintenance of these roads, it is the Department's responsibility to the County
taxpayers to ensure that there were constructed to County standards using appropriate
materials. This letter is intended to confirm existing information regarding this matter and
to set forth required actions to be taken in order to meet the County's requirements for
accepting these roads into the Road Log.
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You received approval from the Department to open the referenced rights.of.way. No
road plans were submitted to the Department for review and approval, Testing was not
performed on the gravel base and crushed surfacing top course. There was no
construction inspection by Department staff to ensure that the subgrade is acceptable and
that the gravel base and top course are constructed from acceptable material. The steps
which I set forth are intended to determine whether these roads meet the same standards
which would apply if the work had been performed under the supervision of the
Department.
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I inspected the roads after construction with you and County Road Maintenance
Supervisor Earl Wells. Based on that inspection, I note the following:
:t:> 0/ · The roads as constructed meet the required standard of an 18 feet wide traveled way and
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r' 2 feet wide graded shoulders,
o ~ · All grades are less than 12%,
· We were not able to dtlennine whether the subgrade was suitable and adequately
'I.- compacted. However, we did note that the site is characterized by gravelly sandy soils
() t::. ~~ which are suitable for compaction,
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· Ditches for the most part provide adequate drainage of the roadways, However, we
J~t ,./ pointed out two areas wpere they need to be deepened so that the bottom is 6" below the
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,?,'9-l J ottom 0 t e gravel base. These areas were on Olympic an Lyter Avenues north of their
~j';> .( ~ intersections with Prospect Avenue, You have agreed to rework those areas,
~J....l ':;.'f" · With the exception of an existing 12" concrete culvert, the culverts are 12" corrugated,
"llt"< o~ smooth. bore polyethylene. All culvert ends must be beveled and have hand placed rock
protection. ,
, · The gravel base and top course both meet or exceed the required 6" and 2" respective
o ~ depths.
· You stated that the gravel base was from onsite and pointed out the borrow area
northeasterly of the BayviewlLyter Avenue intersection. In order to continn that this
material meets the required WSDOT Specification 9-03,10 Aggregate for Gravel Base,
the Department will need to collect a 100 pound sample from the gravel base borrow area
and send it to the Washington Department of Transportation testing laboratory. There will
be charges to collect the material, send it to WSDOT, and test it.
· You stated that the crushed surfacing top course was from Fred Hill Material, Inc.
Because it is not possible to test this material in place, the Department has agreed to
accept certification from Fred Hill Material that it was manufactured from an acceptable
source to WSDOT Specification 9-03.9(3) Aggregate for Crushed Surfacing. Please
provide this certification to the Department.
· The Department will require testing by a certified laboratory to ensure that there is
adequate compaction. This testing should be perfonned after testing of the gravel base
material. Please arrange for this work to be perfonned at that time.
· We discussed chip sealing the roads prior to acceptance by the County. Because these
are public rights-of-way and the roads are proposed to be accepted into the road log, this
work can be perfonned by the County subject to reimbursement by you, This will require a
written agreement between you and the County to do this, Attached please find a copy of
the detailed estimate for chip sealing prepared by Earl Wells. Please note that it is higher
than originally estimated by Mr. Wells at the time of our inspection
· The rights-of-way were dedicated "to the use of the public" on the face of the pIal. They
were not dedicated in fee simple. As such they are in effect road easements, The
Department prefers that you transfer them to Jefferson County in fee simple by means of a
statutory warranty deed.
· TIle centerline of the rights-of-way must be surveyed and monumented by a licensed
land surveyor and the survey filed with Jefferson County.
· Road plM and profile and utility and drainage structure record drawings must be
provided to the Department.
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In order to proceed, the Department needs your agreement to reimburse the Department
for its reasonable expenditures associated with certil}1ng that the roads were constructed
to County standards,
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We also discussed your intent to open other rights-of-way in tlus area. As per our
discussion, prior to conducting additional work within County rights-of-way, please
submit road plans and profiles, utility plans, and erosion control plans to the Department
for review and approval, Provision should also be made for material testing and
inspections.
Thank you for your attention to these matters. I look forward to resolving these issues
with you. If you have any questions or if! can be of assistance, please don't hesitate to
contact me.
Sincerely,
~~
G~t Manager
Enclosure
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JEFFERSON COUNTya6~l\ ^~Q.. -('(,11=1
DEPARTMENT OF PUBLIC wlmks <:'(,&01",,/
P'Q, Box 2070
1322 Washington 51.
Port Townsend, WA 98368
(360) 385-9160
Klara A. Fabry, Director/County Engineer
MEMORANDUM
TO:
Klara Fabry, Public Works Director/C,E.
James W, Pearson, Project Manage~ ~
February,2, 1996
FROM:
DATE:
RE:
Request to add platted roads in the Plat ofIrondale Division 6 to County
Road Log; Gene Seton, applicant
The applicant states that he !:as constructed portions of Elston Avenue, Lyter Avenue,
Island View Avenue, and Olympic Avenue to County standards, He requests that they be
inspected and accepted for the County Road Log, See attached letter and plat.
The applicant received approval from the Department to open the rights-of-way. No road
plans were submitted. There was no construction inspection by Public Works staff to
ensure that the subgrade is acceptable and the gravel base and top course are of sufficient
depth and compaction. Earl Welles states that he was on site on two or three occasions at
the applicant's request to advise him regarding specific construction issues, particularly
drainage, He was not inspecting construction and was under the impression that the
Development Review Team was responsible for inspections, He states that there was a
roller on site, Earl noted potential runoff problems along the northerly portion of Olympic
Avenue. The properties on the easterly side of the road slope steeply down to a bluff
approximately 100 feet from the edge of the right-of-way. Earl is concerned that road
runoff may adversely effect those properties and that future homeowners may request that
the County correct this situation, This could require regrading the road to direct runofl'to
the ditch on the westerly edge of the road or constructing a ditch on the easterly edge of
the road, This could in turn require revisions to the drainage system at the terminus of
Olympic Avenue,
I am requesting your input regarding processing this request.
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I propose that DRT inspect the roads to confirm adequate grade, gravel base and top
course depth and width, ditching, drainage, etc, and report back to you,
100% Recycled Paper
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PH: 360-385-3636
Jefferson County
Deparbrent of Public Works
Mr. J:lm Pearson,
As per our conversation this is to infoITll you that Prospect View Inc.
has built part'e of Elston Ave., Lyter Ave., Island View Ave. and
Olynpic Ave. all in division 6 of Irondale to County standands and
would like to have them inspected and accepted for the County Road Log.
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JE FFERSOO cxx.tlTY
DEPARTNEHl" OF PUBL I C WORKS
FILE
ACTION REQUEST
REQ~STED BY. CI+I ~ ~V'\
ADDRESS- (t;\;d 1'\0+ wa,,-+ Ctd.J. had.~,)
DATE.
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PERTAINING TO- o OFFICE DENG/SURVEY o ROAD MAINT, DEQUIP. MAINT, o SOLID WASTE
REQlEST FeR- r-e.W\Ove.... loO">p CY'-'flll'l'l -h-1)iY\ iA-\e('~eL'h'OY'\
LOCATI<<:W. ROAD fW,E ROAD NIMllER t~~ ~~4 M,P,
PRO.lECT. PRO./ECT TITLE
RRO./ECT NLMBER.
DESCRIPTION.
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ATTACH MAP OR BKETOi
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REFER TO.
RESPOND DY.
RESPONSE.
REVIEWED BY. MA~\c.. L.. . DATE.
c:x:Hl'AC'I'1l:D RCQU:GTER 0 IN ""RSON 0 BY Pt<<:JNE 0 DY LETTER alNTACTED By,
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o ROAD IIU'DlVI SOIl
o alNSTRUCTI<<:W ENQ, _ D ACCOLNTANT
o PLANlING ENGINEER _ D
o ADMIN, ASSISTANT _ 0
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JEFFERSON COUNTY
DEPARTMENT OF PUBLIC WORKS
cJo Jatterson Counly Permil Center
621 SheridanSlreel
Port Townsend,WA 98368
(360)379,4450
1.800.424.5555
District No, 6
PERMIT
PERMIT.NUMBER 1631
JOB.NUMBER 3RD RENEW
PERMIT.TYPE OPEN RIGHT-OF-WAY
In accordance with all applicable Revised Codes of Washington and amendments therelo, and subject to all the terms, conditions
and provisions written or printed below or on any part of this form, permission is hereby granted to
GENE SETON, 4890 SOUTH DISCOVERY ROAD, PORT TOWNSEND, WA 98368, to:
THE APPLICANT IlAS PERMISSION TO OPEN A PORTIONS OF THE COUNTY
RIGHTS-OF-WAY IN THE PLATS OF IRON DALE #4, #5, AND #6 TO COUNTY
ROAD STANDARDS, AS PER THE PROPOSAL SUBMITTED WITH THE THRESHOLD
DETERMINATION FOR THIS PROJECT. THE APPLICANT MAY ALSO CONSTRUCT
ROAD APPROACHS AS PER THE PLANS SUBMITTED.
County Road No. t":!67A,nQ
Franchise No.
Mile Post "~IO\JS
SPECIAL PROVISIONS:
THE APPLICANT SHALL BE RESPONSIBLE FOR BUILDING AND MAINTAINING,
FOR THE DURATION OF THIS PROJECT, A STABILIZED CONSTRUCTION
ENTRANCE. QUARRY SPALLS A MINIMUM OF 12" DEEP AND HAVE A MINIMUM
WIDTH OF 20 FEET AND A MINIMUM LENGTH OF 50 FEET FROM THE COUNTY
ROAD, TilE APPLICANT SHALL'ALSO BE RESPONSIBLE FOR REMOVING
IMMEDIATELY, ANY MATERIAL TRACKED ONTO THE COUNTY ROAD. THE RIGHT
OF WAY SHALL BE LOCATED AND THE CENTERLINE STAKED BY A SURVEYOR
LICENSED IN THE STATE OF WASHINGTON. THE APPLICANT SHALL BE
RESPONSIBLE FOR MAINTAINING THE INTEGRITY OF ALL SURVEY MONUMENTS,
BOUNDARY MARKERS, ETC. THAT MAY BE AFFECTED AS A RESULT OF THIS
PROJECT. ALL MITIGATIVE MEASURES REQUIRED ON THE DETERMINATION OF
NON-SIGNIFIC^NCE FOR THIS PROJECT SHALL BE COMPLIED WITH.
A hond in the amount of S is required for the protection of Jefferson County "" set forth in the terms,of
the bond, No work shall be done under this permit until the party or parties to whom it is granted shall have commuOlcated with
and received instructions from JF.FFF.RI'lQlLCQUNXl.-JroBLIC-WORKS This permit !hall be void unless the work
herein contemplated shall have been completed before 0'/22/97 ' ,
In accepting this permit the grantee, hi! successor! and Msign!, agree that any damage or injUry done to the property of the
grantee or any expen!C incurred hy him through the operation of a contractor, working for the County or any County employee
shall he at the sole expen!e of the grantee, his successors and a~\igns,
____, "1. E. SETON.-, the undmigned, hereby accept! this permit subject 10
thc tcrms and condition! as herein set forth,
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^PP~~1 GENE SETON
Date
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, APPLICATION TO OPEN RIGHT OF WAY
Application Is hereby made 'or a permrt to open a Jefferson County right a. way. Please describe the right
of way Involved. and the nature of your request. Ie, utll~y Installation, roadway construction. etc, (attach a
detailed drawing or map and a copy of the plat ff applicable).
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DRAWING A'lTACHED
Applicant Name
W. E. SF:'mN
Address: 4890 S. DISCOVERY ROAD PORT 'ffiWN~F.Nl) wa QR1!;8
Phone: 206-385-363~
' Signature: i/~~ 1f! ~ Date: 01/05/93
***...**..*****It*******J:.***..**********************o*******11I****1II*********_**************
PERMIT
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SUBJECT TO THE TERMS AND CONDITIONS BELOW, PERMISSION IS HEREBY
GRANTED TO THE APPLICANT TO OPEN THE DESIGNATED RIGHT OF WAY.
ApPLICABLE PROVISIONS ARE' NOTED BY AN (X).
Applicant Is authorized to construct a private access road to his or her property In
accordance whh applicable standards lor private roads. The right 01 way wRl be located and
staked by a licensed land surveyor at the expense 01 the applicant. The permh does not
prevent other property owners or the general public Irom using the access road. In the event
users 01 tho road wish to have the road maintained by the county, the usera shall, under tha
Inspection 01 the County Engineer, Improve the road to minimum county road standards or
they may lorm a road Improvement district (RID) per RCW 36,88 to pay lor the costs 01
Improvements,
Applicant shall construct a roadway to county road standards. The right 01 way will b"
located and staked by a licensed land surveyor at the expense 01 the applicant. After
construction to county road standards, the new road will be maintained by Ihe county.
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SEE ATTACHED SPECIAL PROVISIONS OR MITIGATIVE MEASURES
o
RECOMMENDED FOR APPROVAL BY
APPROVED BY DATE
Chairman. Board of counly Commissioners
Applicant agrees to perform Iho work In strict compliance with the terms and conditions sol out herein and
any special provisions eltached hereto.
DATE
1.0
DATE
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Signature of Applicant
PERMIT EXPIRATION DATE
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P,'tt".,-d' A~ e ~it- ~ Of.,Ctj
fa~,j-).:l,I(, 'il V1t'u.ic...0f'Jo)CXi
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L~~'l' A,J~ c.. (.,It:! 7"/
MAR 26 1993
JEFFERSON COI
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JEFFERSON COUNTY
DEPARTMENT OF PUBLIC WORKS
1820 Jetlerson Slreel
POBox 1?20
Port Townsend. WA98368
12061385,9160
1.800.424.5555
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PERMIT PERMIT. NUMBER 1631
JOB. NUMBER ~
PERMIT. TYPE -GPE~ 'D~'1'T or ~
In accordance with all applicable Revised Codes of Washington and amendments thereto, an:!u~~~1 tW~s: conClition
and provisions written or printed below or on any part of this form. permission is hereby granted to
GENE SETON, 4890 SOUTH DISCOVERY ROAD, PORT TOWNSEND, WA 98368, to:
THE APPLICANT HAS PERMISSION TO OPEN A PORTION OF THE COUNTY
RIGHTS-OF-WAY IN THE PLAT OF IRONDALE #5 AND #6 TO COUNTY ROAD
STANDARDS, AS PER THE PROPOSAL SUBMITTED WITH THE THRESHOLD
DETERMINATION FOR THIS PROJECT.
Oi,met No, 6
County Road No.~78209
Franchise No.
Mile Post VARIOUS
SPECIAL PROVISIONS:
THE APPLICANT SHALL BE RESPONSIBLE FOR BUILDING AND MAINTAINING,
FOR THE DURATION OF THIS PROJECT, A STABILIZED CONSTRUCTION
ENTRANCE. QUARRY SPALLS A MINIMUM OF 12" DEEP AND HAVE A MINIMUM
WIDTH OF 20 FEET AND A MINIMUM LENGTH OF 50 FEET FROM THE COUNTY
ROAD. THE APPLICANT SHALL ALSO BE RESPONSIBLE FOR REMOVING
IMMEDIATELY, ANY MATERIAL TRACKED ONTO THE COUNTY ROAD. THE RIGHT
OF WAY SHALL BE LOCATED AND THE CENTERLINE STAKED BY A SURVEYOR
LICENSED IN THE STATE OF WASHINGTON. THE APPLICANT SHALL BE
RESPONSIBLE FOR MAINTAINING THE INTEGRITY OF ALL SURVEY MONUMENTS,
BOUNDARY MARKERS, ETC. THAT MAY BE AFFECTED AS A RESULT OF THIS
PROJECT. ALL MITIGATIVE MEASURES REQUIRED ON THE DETERMINATION OF
NON-SIGNIFICANCE FOR THIS PROJECT SHALL BE COMPLIED WITIl.
,..
i A bond in the amount of S is required for the protection of Jefferson County as set forth in the terms of
o the bond, No work shall be done under this permit until the party or parties to whom it is granted shall have communicated with
and received instructions from .J~~RSON-OOUN'l'Y-PUBI':rIG-WORX& This permit shall be void unless the work
herein contemplated shall have been completed before -06 '18 '94 '
In accepting this permit the grantee, his succe~sors and ar.sig~s, agree thai any damage or injury done to Ihe property of the
grantee or any expense incurred by him through the operation of a contractor, working for th.. County or any County employee
shall be at the sole expense of the grantee, his successors and assigns,
to
__ W.,.-B..-BETON----' the undersigned, hereby accepts this permit subject to
the terms IInd conditions as herein set forth,
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,vM\licant GENE SETON
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JEFFERSON COUNTY PERMIT CENTER
621 Sheridan Street, Port Townsend, WA 98368
THRESHOLD DETERMINSTION
AND ADOPTION OF EXISTING
ENVIRONMENTAL DOCUMENT
ADOPTION OF A MITIGATED DETERMINATION OF NON-SIGNIFICANCE
DESCRIPTION OF CURRENT PROPOSAL: The project is to open portions
of Olympic Ave., Lyter Ave., Cascade Ave., Victory Ave., Bayview
Ave., Carnegie Ave., stomberg Ave., and Andrews Ave. of Irondale
No.6 and Gary Ave., Hilton Ave., pittsburg Ave., Mclellan Ave.,
Willison Ave., Cascade Ave. and Bayview Ave. of Irondale No.5.
PROPONENT: W.E. SETON
LOCATION OF CURRENT PROPOSAL: The project site is located
approximately fur miles southeast of Port Townsend, southerly of
tthe Kala Point community in Irondale No.5 and Irondale No.6.
TITLE OF DOCUMENT BEING ADOPTED: Mitigated Determination of Non-
significance for W.E. Seton.
AGENCY THAT PREPARED DOCUMENT BEING ADOPTED: Jefferson County
DATE ADOPTED DOCUMENT WAS PREPARED: May 14, 1993
DESCRIPTION OF DOCUMENT (OR PORTION) BEING ADOPTED: Mitigated
Determination ot: Non-significance to open portions of platted
streets in Irondale No.5 and Irondale No.6.
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IF THE DOCUMENT BEING ADOPTED HAS BEEN CHGALLENGED PLEASE DESCRIBE:
Not applicable.
THE DOCUMENT IS AVAILABLE TO BE READ AT: Jefferson county Permit
Center, 621 Sheridan Avenue, Port Townsend, Washington 98369 i
Monday through Friday, 9:00 a.m. to 4:.30 p.m. (360-4463).J
/'J.rt....""\re<J Aie.C.~lO'lO'J 'PW.;fQL..t A~e. '(!,r#801cC'9
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I3JJJldJOll Envlronmenlallill.lllJb Develoomenl Revle~l~n A~fJ.. (C'i~:~c Works
Building Permits Sepllc Permits Subdivision, Zoning Road Approach
(360) 379.4450 Weier Review & Shoreline Permits Permlls & Addresses
Inspecllon Holllne (360) 379.4450 (360) 379.4463 (360) 379.4450
(3GOl3?~,.4~~~_____H_________'_____'''__
1.800.831.2678 FAX: (360) 379.4451
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PURSUANT TO WAC 197-11-600 AND 630, WE HAVE IDENTIFIED AND ADOPTED
THIS Docm1ENT AS BEING APPROPRIATE FOR THIS PROPOSAL AFTER
INDEPENDENT REVIEW. THE DOCUMENT MEETS OUR ENVIRONMENTAL REVIEW
NEEDS FOR THE CURRENT PROPOSAL AND WILL ACCOMPANY THE PROPOSAL TO
THE DECISION-MAKER.
NAME OF AGENCY ADOPTING DOCUMENT: Jefferson County
CONTACT PERSON, IF OTHER THAN THE RESPONSIBLE OFFICIAL: Dennis
Thomason, Associate Planner.
PHONE: 360-379-4463
RESPONSIBLE OFFICIAL: David R. Goldsmith
POSITION /TITLE: Director of community Services; Acting Responsible
Official for Jefferson County Development Review Division
ADDRESS: 621 Sheridan Avenue, Port Townsend,Washington 98368
DATE:
1995
c:
Washington state Department of Ecology
Washington state Department of Fish & Wildlife
Washington State Department of Natural Resources
Jefferson County Department of Public Works
Jafferson County Health Department
Fire protection District #1
Jefferson County public Utility District #1
Hood Canal Environmental Council
Olympic Environmental Council
Port Townsend-Jefferson County Leader
W.E. Seaton
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W.E. SEATON
MITIGATIVE MEASURES
MITIGATIVE MEASURES:
1. The applicant shall open the roadways in accordance with
the standards of the Jefferson County Department of
I Public Works, and in compliance with any and all
stipulations which shall be stated on permits which the
Department of Public Works shall issue to applicant.
2. A slope/bluff stability assessment performed by a
qualified soils engineer or engineering geologist shall
be conducted to determine whether hazardous conditions
will result from the proposed activity. The bluff
stability assessment shall include recommendations to
minimize identified significant environmental impacts.
3. The proponent shall incorporate into stormwater control
practi~es the storm drainage criteria of the Washington
State Department of Ecology storm Water Manaaement Manual
(cur.rent edition). The ma'nual's "Best Management
Practices" shall be utilized and stormwater control
measures shall be adequate to treat and control runoff.
Temporary erosion control methods for constructio~
purposes shall be approved by the Department of Publi~
Works and employed during construction.
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I hereby clarify or change the proposal to include the above
mitigative measures to reduce adverse impacts.
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JEFFERSON COUNTY
PLANNING AND BUILDING DEPARTMENT
1'.0. Box 1220
Port Thwn,end, Washington 98368
I'lonlllng (206) 385.9140
Building (206) 385.9141
JEFFERSON COUNTY COURTI/OUSE
Craig Ward, Director
DATE:
MITIGATED
DETERMINATION OF NON-SIGNIFICANCE
AND LEAD AGENCY STATUS
May 14, 1993
APPLICANT: W.E. Seton
PROPOSAL: Open Right of Way Request: The request is to open
following platted streets in lrondale #5 and #6: Bayview
Avenue, Lyter Avenue between Blocks 153 and 158, Elston
Avenue between Blocks 159 and 160, Elston Avenue
between lots 13-20 in Block 158 and lots 13-24 in Block
161, and Elston Avenue adjoining Block 162 and lying north
of lot 23 in said block. The proponent proposes to open
these streets to county standards.
LOCATION: The project site is located approximately four miles
southeast of Port Townsend, southerly of the Kala Point
community.
MITIGATIVIMEASURES:
. The mitigative measures are designed to address impacts identified through
the Environmental Checklist submitted by the applicant, field evaluations by
the Planning and Public Works Departments, and public comments
(including that by other agencies). These impacts are:
*
*
*
Land modification in an area designated as "unstable".
Storm water run-off during construction and after buildout.
Potential access impacts to the adjacent County road.
County policies which address these impacts are contained in the
I. Jefferson County SEPA Implementing Ordinance
2. Tri-Area Community Development Plan
3. Jefferson County Stormwater Policy No. JCDPW 10-26-1
NOTICE OF LEAD AGENCY: Jefferson County has determined that it is the
lead agency for the above-dcscribed proposal.
NOTICE OF NON-SIGNIFICANCE: Jefferson County has dctcrmincd that thc
abovc-dcscribed proposal would not havc a probablc significant advcrsc
impact on thc cnvironment, and an cnvironmental impact statemcnt is not
rcquired undcr RCW 43.2IC.030(2)(c). This dccision was made aftcr rcvicw
of a completed environmental checklist and other Information on file with thc
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Jefferson County Planning and Building Department.
COMMENT PERIOD: This determination is issued pursuant to WAC 197-
11-340(2). Jefferson County wiIlnot act on the above-described proposal for
at least fifteen days from. the date of this determination. Comments must be
submitted by June 2, 1993, to the Jefferson County Planning and Building
Department (pO Box 1220, Port Townsend, W A 98368).
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Craig R. Ward, Director
Jefferson County Planning and
Building Department
c: Washington State Department of Ecology
Washington State Department of Wildlife
Washington State Department of Fisheries
Washington State Department of Natural Resources
Jefferson County Public Works Department
Jefferson County Health Department
Point No Point Treaty Council
Hood Canal Coordinating Council
Olympic Environmental Council
Audubon Society
Port Townsend-Jefferson County Leader
Applicant
Rep
Parties of Record
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W.E. SETON
MmGATIVE MEASURES
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MITIGATIVE MEASURES:
1. The applicant shall open the roadways in accordance with the standards of the
Jefferson County Department of Public Works, and in compliance with any and .
all stipulations which shall be stated on permits which the Department of Public
Works shall issue to applicant.
2. A slope/bluff stability assessment performed by a qualified soils engineer or
engineering geologist shall be conducted to determine whether hazardous
conditions will result from the proposed activity. The bluff stability assessment
shall include recommendations to minimize identified significant environmental
impacts.
3. The proponent shall incorporate into stormwater control practices the storm
drainage criteria of the Washington State Department of Ecology Storm Water
Manal!ement Manual (current edition). The manual's "Best Management
Practices" shall be utilized and stormwater control measures shall be adequate to
treat and control runoff. Temporary erosion control methods for construction
purposes shall be approved by the Department of Public Works and employed
during construction.
I hereby clarify or change the proposal to include the above mitigative measures to
reduce adverse impacts.
Date
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W.E. elon, Proponent
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Proposal:
Location:
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Application:
Checklist:
Notice:
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JEFFERSON COUNTY PUBLIC WORKS DEPARTMENT ~'nR.J,rt<JI\K
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STATE ENVIRONMENTAL POLICY ACf
THRESHOLD DETERMINATION
and
PROPOSED MITIGATION MEASURES
W.E. Seton
W.E. Seton Open Right of Way Request: The request is to open following
platted streets in Irondale #5 and #6: Bayview Avenue, Lyter Avenue
between Blocks 153 and 158, Elston Avenue between Blocks 159 and 160,
Elston Avenue between lots 13-20 in Block 158 and lots 13-24 in Block 161,
and Elston Avenue adjoining Block 162 and lying north of lot 23 in said
block. The proponent proposes to open these streets to county standards.
The project site is located approximately four miles southeast of Port
Townsend, southerly of the Kala Point conununity in Section
No case number assigned.
The SEPA checklist was submitted on March 26, 1993.
Notice was published in the Port Townsend.Jefferson County Leader April
14, 1993. The site was posted by the applicant on April 14, 1993. Notice of
the pending threshold was mailed to the adjacent property owners on April
30, 1993.
COMMENTS WERE RECEIVED FROM THE PLANNING AND BUILDING
DEPARTMENT AND ARE INCORPORATED IN TIllS REPORT.
Lnnd/
Shoreline Use: According to the Jefferson County Comprehensive Plan the site and
surrounding area have been designated BS SUBURBAN. TIle site and
surrounding area are flat, with the exception of the abutting bluff area,
According to adopted reference maps for Jefferson County (the Coastal Zone
Atlas and the County Sub-Area Map for the Trl.Area), the site Is
characterized as an "Environmentally Sensitive Area". The CZA Indicates that
the area Is unstable and is in the vlclnily of an "Unstable Old SlIde"i the sub.
area map also show the area to he considered unstable with former landslides.
Transportntlon: TIle proponent states that all opened streets will be brought to minImum
county road slandard in accordance with Public Works requirements.
(Jubllc Services: No comments have been submitted by the local fire districts or emergency
Enrth:
Water:
Plnnts:
Animals:
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The Jefferson County Soil Conservation Survey describes area soils as being
Cassolary sandy loam (CfC), 0.15% slopes, with good drainage, slow to
medium runoff, and a slight to moderate hazard of water erosion, in
combination with Hoypus gravelly loamy sand (HuC). HuC is
characteristically somewhat excessively drained, with rnpid permeability, slight
to moderate hazard of water erosion, and slow to medium runoff.
TIle nearest body of water is Port Townsend Bay, which abuts the coastline
Ildjolning the plat. Chimacum Creek lies to the south of the proposal,
approximately 500 feet from the most southerly portions of the project. .
No endnngcred spcclcs have been identified within the scope of this project.
The road areas have been cleared of trees In the past and are currently
covered with scrub brush and grasses.
No endangered species have been identified within the scope of this project.
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Based on review of the Environmental Checklist and other available material and inspection
of the site, the Public Works staff recommends that the Responsible Official consider the
following potential significant environmental impacts:
Land modification in an area designated as "unstable".
Storm water run-off during construction and after buildout.
Potential access impacts to the adjacent County road.
StalT Recommendations:
The Public Works Department,recommends issuance of a Mitigated Determination of Non-
Significance.
Proposed mItigation measures:
The following mitigative measures are proposed by the Public Works staff for consideration by
the Responsible Official.
. The applicant shall open the roadways in accordance with the standards of the Jefferson
County Department of Public Works, and in compliance with any and all stipulations which
shall be stated on permits which the Department of Public Works shall issue to applicant.
· Provisions of the Jefferson County SEP A Implementing Ordinance indicated that a geologic
investigation should be done prior to any land modification. A slope/bluff stability
assessment performed by a qualified soils engineer or engineering geologist should be
conducted to determine whether hazardous conditions will result from the proposed activity.
The bluff stability assessment should include recommendations to minimize identified
significant environmental impacts.
· The proponent should incorporate into stormwater control practices the storm drainage
criteria of the Washington State Department of Ecology Storm Water Management Manual
(current edition). The manual's "Best Management Practices" should be utilized and
stormwater control measures should be adequate to treat and control runoff. Temporary
erosion control methods for construction purposes shall be approved by the Department
of Public Works and employed during construction.
SunDorlln!! Policies
This recommendation is supported by the following adopted Board of County Commissioners
policies:
1. JelTerson Counly SEPA Implementing Ordinance
a. Proposed actions within environmentally sensitive areas should be managed according
to the severity of natural characteristics and constraintsj
b. Property owners, prospective property owners, and the general public should be
informed about the potential hazards In environmentally sensitive areas;
e. 'nle existing vegetative cover should be maintained on all project sites to the greatest
extent feasible. Where removal of vegetation is necessary, a reasonable effort should
be made to replant vegetative cover, stabilize the soli, and prevent eroslonj
d. Site restoration should be provided if land surface modifications violate these
adopted policies or if construction does not ensue wlthln a reasonable period of
time: and
All posslhle efforts should be made to ensure that land surface modifications would
not Induce excessive erosion, destablize adjucent lands, or necessarily scar the
landscape.
f. In areas of former or active landslides and along slopes determined to he unstable,
no land modificatloll or related activities should occur without a favorable geologic
Investigation demonstrntlng that hazardous conditions do not exist or that mitigative
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techniques can be used to endure safety to life and property. The geologic
investigation should be prepared by a qualified soils engineer or engineering
geologist.
2. Tri.Area Community Development Plan
a. Developments should not occur within geologically unstable areas, unless structural
stability can be assured.
b. Developments along shorelines should follow the appropriate policies and
performance standards contained in the Jefferson.Port, Townsend Shoreline
Management Master Program.
3. Jefferson County Stormwater Policy No. JCDPW 10-26.1
a. The Department ,of Publie Works shall use the current edition of the Washington
State Department of Ecology Storm Water Management Manual. and the
Washin2ton State Department of Transportation Highway Hydraulics Manual for
determining the applicable design standards.
Determination of Responsible Ornclal
I have reviewed and considered the referenced proposal, the environmental checklist, public
comments, other available material, and the Public Works Department's staff recornmendation.
I hereby:
U issue a Determination of Non-significance.
~sue a Mitigated Determination of Non-significance.
U issue a Determination of Significance,
LI determine that I do not have sufficient information upon which to make a threshold
determination and direct Public Works staff to obtain additional information on the
proposal.
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JEFFERSON COUNTY
PLANNING AND BUILDING DEPARTMENT
P.O. Box 1220
Port Thwn,end, Washington 98368
I'lonnlng (206) 385.IH40
Building (206) 385.9141
JEFFERSON COUNTY COURTIIOUSE
Craig Ward, Director
DATE:
MITIGATED
DETERMINATION OF NON-SIGNIFICANCE
AND LEAD AGENCY STATUS
May 14, 1993
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APPLICANT: W.E. Seton
PROPOSAL: Open Right of Way Request: The request is to open
following platted streets in Irondale #5 and #6: Bayview
Avenue, Lyter Avenue between Blocks 153 and 158, Elston
Avenue between Blocks 159 and 160, Elston Avenue
between lots 13-20 in Block 158 and lots 13-24 in Block
161, and Elston Avenue adjoining Block 162 and lying north
of lot 23 in said block. The proponent proposes to open
these streets to county standards.
LOCATION: The project site is located approximately four miles
southeast of Port Townsend, southerly of the Kala Point
community.
MITIGATIVIMEASURES:
The mitigative measures are designed to address impacts identified through
the Environmental Checklist submitted by the applicant, field evaluations by
the Planning and Public Works Departments, and public comments
(including that by other agencies). These impacts are:
,.
* Land modification in an area designated as "unstable".
* Storm water run-off during construction and after buildoul.
* Potential access impacts to the adjacent County road.
County policies which address these impacts are contained in the
1. Jefferson County SEPA Implementing Ordinance
2. Tri.Area Community Development Plan
3. Jefferson County Stormwater Policy No. JCDPW 10-26.1
NOTICE OF LEAD AGENCY: Jefferson County has determined that it is the
lead agency for the above.described proposal.
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NOTICE OF NON-SIGNIFICANCE: Jefferson County has determined that the
above.described proposal would not have a probable significant adverse
impact on the environment, and an environmental Impact statement is not
required under RCW 43,2IC.030(2)(c). This decision was made after review
of a completed environmental checklist and other information on file with the
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Jefferson County Planning and Building Department.
COMMENT PERIOD: This determination is issued pursuant to WAC 197-
11-340(2). Jefferson County willnot act on the above-described proposal for
at least fifteen days from'the date of this determination. Comments must be
submitted by June 2, 1993, to the Jefferson County Planning and Building
Department (PO Box 1220, Port Townsend, W A 98368).
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Craig R. Ward, Director
Jefferson County Planning and
Building Department
c: Washington State Department of Ecology
Washington State Department of Wildlife
Washington State Department of Fisheries
Washington State Department of Natural Resources
Jefferson County Public Works Department
Jefferson County Health Department
Point No Point Treaty Council
Hood Canal Coordinating Council
Olympic Environmental Council
Audubon Society
Port Townsend-Jefferson County Leader
Applicant
Rep
Parties of Record
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JEFFERSON COUNTY
DEPARTMENT OF PUBLIC WORKS
1820 Jefferson Street
P.O. Box 1220
Port Townsend, WA 98368
(206) 385.9160
Gary A. Rowe. RE. Diractor
Robert G. Nesbitt. RE.. County Engineer
NOTICE OF PENDING SEPA THRESHOLD DETERMINATION
FOR
APPLICATION TO OPEN RIGHTS OF WAY
GENE SETON, PROPONENT
NOTICE IS HEREBY GIVEN that Gene Seton has applied for approval to open the
following platted streets in Irondale #5 and #6: Bayview Avenue, Lyter Avenue between
Blocks 153 and 158, Elston Avenue between Bloclr.s 159 and 160, Elston Avenue
between lots 13.20 in Block 158 and lots 13-24 in Block 161, and Elston Avenue
adjoining Block 162 and lying north of lot 23 in said block. The proponent proposes to
open these streets to county standards. The proposal is subject to environmental review
and threshold determination under the State Environmental Policy Act (SEPA).
Information on the environmental review is available from the Jefferson County
Department of Public Works (PO Box 1220, Port Townsend, WA 98368). Comments
concerning SEPA environmental review of this proposal must be submitted to the
Department of Public Works by TIlURSDAY, APRIL 29, 1993.
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JEFFERSON COUNTY
DEPARTMENT OF PUBLIC WORKS
1820 Jefferson Street
PO. Box 1220
Port Townsend. WA 98368
(206) 385.9160
Gary A Rowe. RE.. Director
Robert G. Nesbitt, RE.. County Engineer
MEMORANDUM
FROM:
DATE:
Department of Public Works
May 10, 1993
SUBJEcr: SEP A Review, W.E. Seton Open-right-of-way Permit: lrondale
Upon review of the environmental checklist for the above referenced project, the
Jefferson County Department of Public Works has identified the following
environmental impacts:
Section 20 of the checklist refers to Water Run.OfT (including storm water). This
impact is addressed by the policies in the Jefferson Counlv Imolementinl!
Qrdlnance: State Environmental Policv Act.
The proponent should incorporate Into stormwater control practices the stonn
drainage criteria of the Washington State Department of Ecology Stonn Water
Manal!ement Manual (current edition), The manual's "Best Management
Practices" should be utilized and stormwater control measures should be
adequate to treat and control runolT.
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Temporary erosion control methods for construction purposes shall be approved
by the Department of Public Works and employed during construction.
Section 70 of the checklist refers to Transportation (new roads or Improvements to
existing roads). This impact is addressed by the policies of the Jefferson County
Comorchenslve Plnn. Chanter 7: GOALS AND POLICIES. Transoortation and
Circulation.
The department advises that the following mitigation measure be implemented to
alleviate the impact:
The proposed roadways shall be constructed to the standards of the Jefferson
County Department of Public Works. All plans and speclncatlons required shall
be submitted, reviewed and approved by the Department of Public Works prior
to construction.
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issues within the scope of its regulatory authority. We do not represent that the above limits
potential impacts in areas of concem
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", MAR 26 1993
JEFFERSON COUNTY
JEFFERSON COI'
ENVXRONMENTAL CHECKLX'ST ...-
lhe State Envlronfenul Polley Act (SEPAl. RCN H.2IC, re~ulre' all govern~ental agenctes to conllder the envlron.ental ifpactl
of a propo,al before .aklng decisions. An envfronmental11pact Itate.ent (EIS) II\Ilt be prefared for all proposals with probable
sfgnfftcant adverse lepact' on the quality of the environment. lhe purpose of this checkl st Is to provide tnfor.atlon to help
you and the agency Identffy lopact, frOll your proposal; reduce or avoid tepacts frOll the'proposal. ff It can be done: and help
tha agency decfde whether an EIS is required.
PROPONENT:
ADDRESS:
W. E. SE'TON
4890 S. DISCOVERY ROAD. PORT TOWNSEND, WA. 98368 .
TELEPHONE: (home) 385-3636
385-2159
(business)
AUTHORIZED REPRESENTATIVE/CONTACT:
W. E. SE'l'ON
ADDRESS:
4890 S. DISCOVERY ROAD, PORT 'ro'IINSEND, WA. 98368
TELEPHONE: (home)
385-3636
385-2159
-O.2../~
(business)
DXRECTXONS
This checklist asks you to describe some basic information about your proposal. The
questions apply to the entire proposal, including those phased over a period of time
or on separate parcels of land.
Answer each question accurately and completely to avoid unnecessary delays in
processing this checklist, If you do not know an answer, write "unknown," or if a
question does not apply, write "not applicable."
Answers to some questions may require special expertise or technical aasJstance from
qualified persons. The cost of obtaining such information is the responsibility of the
proponent.
Attach any additional information (reports, studies, maps, illustrations, leases, permits,
etc.) that may further describe the proposal or be required by Jefferson County.
Contact the Jefferson County Planning and Building Department for assistance in
completing the checklist and for information on the administrative procedures for its
pro.cessing.
PLEASE PRINT IN INK OR TYPE EACH ANSWER. DO NOT WRITE IN THE AREA DESIGNATED
"EVALUATION."
PROPOSAL AND PROPERTY DESCRXPTXON
1
PROPOSED PROJECT DESCRIPTION (include all factors that will give an accurate 1
understanding of its scope and purpose): 1t _I;" t/ .
Within the platted area south of Kala Point, Irondale #6. Clear street right-of-way
in parts of tho following streets: Bayview Ave., Caseade Ave., Andrew Ave..
Victory Ave., Strcmberg Ave., Carnegie Ave. ~nd Lyter Ave.
For tree removal. ConBtruc~ rl),ads to County Standard with
underground utilities.
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PROPERTY AND AREA DESCRIPTION:
Address:
None
Legal (from property tax' statement): Lot:
Subdivision: Irondale #6
Quarter Sections: N~
Block:
Tax Parcel:
Streets
Section:
35
30
Range: 1 W
Township:
Tax Number:
None
, Land Area (dimensions): Part of streets in App. 40 A
Describe the location, physical characteristics, and extent of land area to be
affected; include all factors that will give an accurate understanding of the
property and its environment:
open part of the streets in plat of Irondale #6
SCHEDULE (beginning and ending dates of the proposal, including phases):
January 25, 1993 March 1, 1993
OVERALL PLAN (describe future additions, expansions, or related activities or plans by
others that may affect the proposal):
None
REQUIRED APPROV"LS (all local, state, and federal approvals required for tha completions
of this proposal and if any approvals are pending that are related to the proposal):
NIl>.
ENVIRONMENTAL DATA (any,existing or proposed environmental information euch aa
studias or documants related to the proposal):
N/A
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EARTH
EVALUATION
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: 1.
Check the item that describes the site:
o flat 0 'rolling 0 hilly o steep slopes
o mountainous 0 other: Gentle slooe
What is the steepest slope on the eite? Identify the
approldmate percent of the slope: 10%
What general types of soils are found on the site
(sand, gravel, peat, muck)? If you know the
c1assificatiqn of agricultural solle, specify them and
note any prime farmland: Clay, Sandy Loam
.2.
. 3.
4.
Are there surface indications or a history of
unstable solls in the immediate vicinity? If so,
describe them:
N/A
5.
Describe the purpose, type,
quantities of any filling or
Identify the source of the fill:
I\T /1\
and approximate
grading proposed.
6.
Could erosion occur as a result of clearing,
construction, or use? If eo, generally describe it:
MIll
7.
About what percen~ of the site would be covered with
impervious surfaces after construction of the
project (that is, asphalt or buildings)?
N/A
8.
Describe proposed measures to reduce or control
erosion or other impacts to the earth, if any:
Erosion & sedimentation control plan will be developed
to the standards of the WA St. DOE storm Water Management
Manual and submitted for approval.
AIR
9. What types of emissions to the air, if any, 110uld
result from the proposal during construction and
when the project is completed (dust, car odors,
industrial wood smoke)? Generally describe and give
approldmate quantities, if known: Dust and Equil2ment
odors durinq clearinq operations.
10. Are there any off-site sources of emissions or odors
that may affect your proposal? If so, generally
describe them:
N/TI
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11. Describe proposed measures to reduce or control
emissions or other 1mpacts to the air, if any:
All eauipment will'be in aood workinq order.
WATER
Surface Water
12. . Is there any surface water body on or in the
immecUate vicinity of the site, inCluding year-round
or seasonal streams, salt waters, lakes, ponds, and
wetlands? If yes, describe the type and prOVide
names. If appropriate, state what stream or river it
flows into: .
Port Townsend Bay
13. lUll the project require any work over, in, or
adjacent to the described waters (within 200 feet)?
If yes, describe the work and attach available plans:
.N/A
14. Estimate the amount of fill and dredge material that
would be placed or removed from the surface waters
or wetlands and incUcate the area of the site that
would be affected. Identify the source of the, fill
material:
N/A
15. Will the proposal require surface water withdrawals
or diversions? Dive a general description and
identify the purpose and approximate quantities, if
knCM'l :
N/A
16. Does the proposallle within a 100-year flood plain?
If so, note the location on the site plan:
N/A
1? Does the proposal involve any discharges of waste
materials to surface waters? If so, describe the
type of waste and anticipated volume of discharge:
N/A
Ground Water
19. Will ground water be withdrawn or will water be
discharged to ground water? Dive a general
description and identify the purpose. and
approximate quantities, if known:
N/A
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19. Describe the waste material that would be discharged
into the ground from septic tanks or other sources,
if any (domestic sewage; industrial wastes and
chemicals contained: agricultural wastes). Describe
the general size of the system; the number of such
systems; the number of houses to be served, if
applicable, or the number of animals or humans the
system(s) is expected to serve:
N/A
Water Run-Off
(~nclud1ng storm water) .
20. Describe the source of run-off, including storm
water. Describe the method of collection and
disposal, 'if any, including any known quantities.
Where will this water flow? Will this water flow into
other waters? If so, describe it: Rainfall will fall
onto the paved surface and run lnto sandy road
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waters? If so, generally describe how:
No waste will be introduced.
pLANTS
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surface, ground, and run-off water impacts, if any:
No increase in off-site discharge of surface
water.
23. Check the types of vegetation found on the site:
Deciduous tree: ~ alder 0 maple 0 aspen
o other:
Evergreen tree: Gil fir 0 cedar 0 pine
o other:
C1) Shrubs 0 Grass 0 pasture 0 crop/Grain
Wet Soil Plants: 0 cattail 0 buttercup
o bulrush 0 skunk cabbage
o other:
Water plants: 0 water lily 0 eelgrass 0 milfol1
o other:
Other:
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or altered? That within the street Riqht-of-Way
26.
List threatened or endangered species known to be
on or near the site: Not aware of any
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26. Describe the proposed landscaping, use of nature
plants, or other measures to preserve or enhance
vegetation on the site, if any:
N/'
ANIMALS
27. Check any birds and animals that been observed on
or near the site or are known to be on or near the
site:
Birds: 0 hawk 0 heron 0 eagle @ songbirds
o other: ?
Mammals: 0 deer 0 bear 0 elk 0 beaver
o other:
Fish: 0 bass 0 salmon 0 trout 0 herring
o shellfish 0 other:
28. List any threatened or endangered species to be on
z ' or near the site: Not aware of any
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~g Don't think so.
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!!l a' ENERGY AND NATURAL RBSOURCES
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;:: 0 stove, solar) would be used to meet the completed
~ ~ project's energy needs? Describe whether it would
~ 5 be'used for heating, manufacturing, etc.:
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included in the plans of this proposal? List other
proposed measures to reduce or control energy
impacts, if any:
N/A
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34.
Are there any environmental health hazards,
including exposure to toxic chemicals, risk of fire
and explosion, spill, or hazardous waste, that could
occur as a result of thJs proposal? If so, describe
thllhazardsl
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35. Describe special emergency services that might be
rsquired:
rl/A
36. Dsscribe proposed measures to reduce or control
environmental health hazards, if any:
N/A
NOISE
37. What types of noise exist in the area that may
affect your p'roject (traffic. equipment, operations)?
N/A
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38. What types and levels of noise would be created by
or associated with the project on a short-term or a
long-term basis (construction, traffic, operation)?
Indicate what hours noise would come from this site:
Short term: Construction Equipment
Long term: N/A
LAND AND SIiOftELINE USE
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39. Describe proposed measures to reduce or control
noise impacts. if any:
Maintain equipment
40. What is the current use of the site and adjacent
properties? Undeveloped Plat
41. Has the site been used for agricUlture? If so,
describe the use:
No
42. Describe any structures on the site:
N/A
43. 'Will any structures be demolished? If so, what
structures?
N/A
44. What is the current comprehensive plan or community
development plan designation of the site? Identify
,.. the plan: Comp plan Residential
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Program designation of the site?
N/A
46.
Has any part of the site been
"environmentally seneitive" area?
part:
No
classified as an
If 80, specify the
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47. Approximately how many people would reside or work
in the completed project? N/A
48. ApproKimately how many people would the completed
project displace? N/A
49. Describe proposed measures to avoid or reduce
displacement impacts, if any:
N/A
50. Describe proposed measures to ensure the proposal
is compatible with existing and projected land uses
and plans, if any: Conforms to Tri-Area compo
plan.
HOUSING
51. Approximately how many units would be provided, if
any? Indicate whether the housing is high, middle,
or low income:
N/A
52. Approximately how many units, if any, would be
eliminated? Indicate whether the housing is high,
middle, or low income:
N/A
53. Describe proposed measures to reduce or control
housing impacts, if any:
N/A
ABSTHETICS
54. What is the tallest height of any proposed
structure(s), not including antennas? What is the
principal exterior building material(s) proposed?
N/A
55. What views in the immediate vicinity would be altered
or obstructed? Some water views partiallY openf,d
56. Describe proposed measures to reduce or control
aesthetic impacts, if any: Clear only in Right-of-Way
LIGHT AND GLARE
57.
What type
produce?
occur?
N/A
of light or glare would the proposal
What time of the day would it mainly
1i8. Could light or glare trom the finished project bit a
safety hazard or interfere with views?
N/A
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59. What existing off-site sourcetl of light or glare may
affect your proposal?
N/A
60. Describe proposed measures to reduce or control
light and glare impacts, if any:
N/A
RECREATION
61. What designated and informal recreational
oPPgr~u?c,~~!! T~~; ~~n ~h~t~~:d~~t;k vicinity?
62. Would the proposed project displace any existing
recreational uses? If so, describe the displacement:
No
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63. Describe the proposed meaSU1'es to reduce or control
impacts on recreation, including recreational
opportunities to be provided by the project or
proponent, if any:
N/A
HISTORICAL AND CULTURAL PRESERVATION
64. Are there any places or objects listed on or
proposed for national, state, or local preservation
registers known to be on or next to the site? If so,
generally dese;ribe them:
N/A
65. Generally describe any landmarks or evidence of
historic, cultural, archaeological, or scientific
importance known to be on or next to the site:
N/A
66. Describe proposed measures to reduce or control
impacts, if any:
N/A
TRANSPORTATION
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61. Identify public streets and highways serving the
site and describe the proposed access to the
existing street system. Show on the site plan.
Prospech )\venue ends in the site.
Bavview )\venue to Kala point Drive.
to
60. Is the site curr~ntly served by public transit? If
no, what is the approximate distance to the nearest
transit stoP?
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69. How many parking spaces would the completed project
have? How many would ~he project el1minate?__
N/A
70. Will the proposal require any new roads, streets, or
improvements to existing rosds or streets, not
including driveways? If so, generally describe them,
indicating whether they are public: or private:__
Openinq of parts of Bayview, ~lston, Olympia
and Lyter for local access and service roads.
71. Will the project use water, rail, or air
transportation, or occur in the immediate vicinity of
these facilities? If so, generally describe the use:
N/A
72. How many vehicular trips per day would be generated
by the completed project? If known, indicate when
peak volumes would occur: Proposed initial project of
26 building sites which will create 260 ADT.
73.
. Describe proposed measures to reduce or control
transportation impacts, if any: All raods to be developed
to Jefferson County PUbllC WorKS stanDarDs.
PUBLIC SERVICES
74.
Would the project result in an increased need for
pUblic services (fire protection, police protection,
health care, schools)? If so, generally describe the
results: Yes. Fire protection, Police protection,
Ambulance, etc.
75.
Describe proposed measures to reduce or
direct irnpacts on public services, if any:
project will meet all requirements
to the neeD tor pUbLIC serVlces.
control
The
to conform
UTILITIBS
76.
Check which util.tties are currently avaJlable at the
site:
o water 0 electricity 0 natural gas
o refuse service 0 telephone 0 septic system
o sanitary sewer 0 other:----.NQDS..-
Describe the utilities that are proposed for the
project, the uti1ity pl:'oviding the service, and the
general construction activities on the site or in the
immediate vicinity that might be needed:____
N/A
77.
AOKNOWLEDGEMENT
(acknowl.dge that all inforMatIon provldod In thl. ch.ckll1t and all attech.d lltOrtal II true and correct to th.bllt of IV
knowledge, I undoretend the lead agencv II relVlng on thle tnfor.etlon to lake It I deollfon. In edd\tfon, ( underlllod that
rovtew under SEPA dOli not constltuta app.rovel of a proposal, cOllpllance wtth local, Itate, and federa regu!etlonl applicable
to the propoul Ihall conltlMa approval. (Check with awop,'1ate Igenclel to deter,lne what app~ovoll are requIred,) SEPA
approval II bued on the In orlltlnn I have provIded. If found Ineccurate, approval could be withdrawn.
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(authorized Signature)
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(date)
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P.O. Box 2070
1322 Washington 51.
Port Townsend, WA 98368
(360) 385-9160
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JEFFERSON COUNTY
DEPARTMENT OF PUBLIC WORKS
Klara A. Fabry. Director/County Engineer
Jefferson County Board of Conmlissioners
Department of Public Works Agenda
August 5,1996
Aeendn Items:
The following h,~ms are all related to accepting roads constructed within the Plat of Irondale
Division 6:
· Review County Engineer's Report;
· Review proposed agreement be1ween Jefferson County and Prospect View Incorporated to accept
roads constructed within the Plat ofIrondale Division 6 and to chip seal those roads;
· Review proposed resolution updating the County Road Log;
· Review proposed resolution creating a County project to chip seal roads un platted rights-of-way
in the Plat ofIrondale Division 6.
Stoff Contncl: James W. Pearson
Issues:
Mr. Genc Seton was authorized to open platted public rights-of-way and construet roads within the
Plat ofIrondale Division 6. TIle Departmcnt has inspected tile roods and detennined tlmt tiley have
been constructed to adopted County standards. Mr. Seton proposes timt tile County accept the roads for
inclusion in tile road log. He also proposes to pay to have tile roads chip scaled by tile Dcpartment of
Public Works. Earl Wells estimates tlmt tilis will cost $12,898.00. Mr. Scton also agrees have a licensed
land survcyor provide plan and profile rccord drm\;ngs OftilC roads and monumcnt tile centcrlines as per
Department stnndards.
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Action:
TIle Department requcsts tilat tile Board review tile agrccment \\;til Mr. Seton, tile resolution to necept
tile roods for inclusion in tile road log, and tile resolution authorizing the Department to chip sc.,1 tile
roads,
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TIle Department recommends dmt the Bonrd npprove the proposed agrccment and adopt tile rcsolntions.
to
Attnchments:
· County Engineer's Report;
· Proposed ngreement between Jefferson County and Prospect View Incorporated;
· Proposed resolution updating rand log to include roads in the Pint of Irondnle Division 6;
· Proposed resolution erenting County project to chip senl ronds in the Pint of Irondnle Division 6.
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JEFFERSON COUNTY
DEPARTMENT OF PUBLIC WORKS
1
P.O. Box 2070
1322 Washington St.
Port Townsend, WA 98368
(360) 385-9160
Klara A. Fabry, Director/County Engineer
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MEMORANDUM
TO: Jefferson County Board of Commissioners
FROM:
Klara Fabry, Director/County Engineer IL. II- '::f .
DATE:
July 22, 1996
RE:
County Engineer's Report; Acceptance of roads constructed within the Plat
of Irondale Division 6
Mr. Gene Seton was authorizcd to open platted public rights-of.way and construct the following
roads within the Plat oflrondale Division 6:
East Island View Avenue adjoining Blocks 159 and 160, North Lyter Avenue adjoining Blocks
153 and 158, East Cascade Avenue adjoining Lots 1,35, and 36 of Block 157 and Lots 1.3 of
Block 162, Prospect Avenue adjoining Lots 13-20 ofBlock 158 and Lots 12-24 of Block 161,
and Elston A vcnue adjoining Lots 3.19 of Block 162.
111e Department has inspected the roods and detemlined tltatthey have oo:n constructed to the following
adopted County standards: Suit.1ble compacted subgrade, 6 inches of compacted gravel base, 2 inches of
compacted crushed surfacing top course; 20 feet wide traveled way with 2 feet wide gravel shoulders.
Genem! Testing Laboratory has tested the gravel base material and certifies that it meets WSDOT
specifications. They also certify that it meets tile required compaction. The top course material was from
Fred HiIl's pit which is an approved source.
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Mr. Seton proposes to pay to have the roads chip scaled by tile Departmcnt. Earl Wells estimates tllRt
this will cost $12,898.00. He also agrees have a licensed land surveyor provide plan and profile record
drawings of the ro.1ds and monument the ccnterlines as per Department standards. He proposes tlUlt the
County accept tllese roads for inclusion in tile road log.
,.
In addition to construr;ting tllese roods, Mr. Scton has constructed a water system which will serve tile
area. It is contemplated tlL1t tile platted 10Lq served by tllese roads \\ill he developed witll single family
residences in the near future.
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In consideration of the above,l recommend th.1t tile Board of Commissioners approve the agreement
witll Mr. Seton, accept the rO:lds for inclusion in tile rood log, and adopt the resolution autllorizing tile
Departlllent to chip soal the roads.
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JEFFERSON COUNTY ~ ~6 /
DEPARTMENT OF PUBLIC WORKS
P.O. Box 2070
1322 Washington St.
Port Townsend, WA 98368
(360) 385.9160
Klara A Fabry, Director/County Engineer
MEMORANDUM
TO: Paul McDrath, Deputy Prosecuting Attorney
FROM:
K1ara Fabry, Director/County Engineer 1e:;C} F
DATE:
July 25, 1996
RE:
Review of agreement with Prospect View Incorporated
Attached for your review is a ~ draft of the agreement between the County and Prospect View
Incorporated. You have previously reviewed this agreement and approved it as to form on July 10,
1996. Based on the Department's discussion with the developer and in consideration that the project's
cost has been estimated by the Department, I have revised the agreement to lower the required surety
to 115% of the estimated cost and to allow the developer to provide surety either by an irrevocable
letter of credit or an open account agreemeot, both of which are acceptable to the Department.
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Thank you for your consideration of this maUer.
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STATE OF WASHINGTON
COUNTY OF JEFFERSON
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In the matter of:
An Agreement to Establish Agreement No. qft, - /
Public Roads in the Plat ofIrondale
Division 6
This agreement made and entered into this Day of ./l'AA t 19!11Jz, by and between
Prospect View Incorporated, a Washinboton corporation, herei~called the DEVELOPER,
and the County of Jefferson, acting by and through the Board of County Commissioners,
hereinafter called the COUNTY. This Agreement is made pursuant to Ch. 36.82.110, R.C.W.
WHEREAS, the DEVELOPER owns celtain property in the Plat of lrondale Division
6, situated in Section 35, Township 30 NOlth, Range I West, W.M., Jefferson County,
Washington; and
WHEREAS, road lights-of-way within the Plat of Iron dale Division 6 were dedicated
to the use of the public; and
WHEREAS, the DEVELOPER was granted a pelmit by the Jefferson County
Department of Public Works to open certain lights-of-way within the Plat of lrondale
Division 6 and construct roadways to County standards; and
WHEREAS, the DEVELOPER desires to have celtain roads which have been
constructed on public lights-of-way within the Plat of Irondale Division 6 to be established as
County Roads; and
WHEREAS, those roads are Bayview Avenue adjoining Blocks 158 and 159, North
Lyter Avenue adjoining Blocks 153 and 158, South Olympic Avenue adjoining Lots I, 35,
and 36 of Block 157 and Lots 1-3 of Block 162, NOlth Olympic Avenue adjoining Lots 13-20
of Block 158 and Lots 12-24 of Block 161 and Blocks 159 and 160, and Elston Avenue
adjoining Lots 3-21 of Block 162 all in the Plat of Il'Ondale Division 6 and depicted on the
attached exhibit; and
WHEREAS, the DEVELOPER has COnSl111cted said roads to the adopted standards of
the Department of Public Works; and
WHEREAS, the COUNTY is willing to sUlface said roads at the DEVELOPER's
expense;
NOW THEREFORE it is mUl1lally agreed between the pmties hereto as follows:
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TIle COUNTY will proceed to establish the roads as shown on the exhibit;
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2.
TIle COUNTY will initiate all neccssmy actions relatcd to cstablishmcnt of
said roads;
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Prospect View lncorpomled Agrecmenl
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3.
The COUNTY wi1l place a two-shot light bituminous surface treatment on alJ
roads shown on the attached exhibit. The COUNTY wi1l perform work in
conjunction with other surfacing projects on its annual maintenance program as
soon as is practical;
4.
The COUNTY will inspect all roads prior to acceptance to ensure that
construction has been in accordance with adopted standards of the Department
of Public Works;
5.
Upon establishment and acceptance of said roads, the COUNTY will be
responsible for the continued maintenance thereof;
6.
The DEVELOPER wi1l pay the COUNTY for a1l expenditures to be made by
the COUNTY to surface roads, which cost is estimated to be Twelve Thousand
Eight Hundred Ninety-eight d01lars ($ 12,898.00 ). The DEVELOPER shalI
provide surety either in the form of a nonrevocable letter of credit or an open
account agreement, from a bank approved by the COUNTY, equal to one
hundred and fifteen per cent (115%) of the estimate to guarantee payment for
actual expenditures. The COUNTY shall be paid for the actual cost of the
work completed, plus a fifteen per cent (15%) administrative fee, upon the
demand of the COUNTY;
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7. The DEVELOPER sha1l provide plan and profile record drawings of the
roadways and rights.of.way, including all drainage structures at a scale of one
inch to fifty feet (I" = 50');
8.
The DEVELOPER shall provide for the centerlines of the roads to be
monwnented with monwnents in cases by a licensed land surveyor in
compliance with the standards of the Department of Public Works.
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Prospect View Incorporated Agreement 2
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IN WITNESS WHEREOF, the parties hereto have executed this agreement as of the
day and year first above written.
DEVELOPER
POOSPECT VIEW. INC.
(Excused Absence)
} ~~RESIDENr
Title
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APP OVED AS TO FORM this / ~ day
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County Engineer
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Lorna Delaney
Clerk of the Board
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Prospect Vicw Incorporated Agreemen1
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L~-\u' Ne.. -c...b&J7cct,
STATE OF W ASffiNGTON
,.<'.N_ _ }ss
COUNTY OF :Jet'le.rSaY\
On this -2Q.. day of
Washington, duly commission
be the Authorized Agent of
instrumentt~ be the frcc and volun ry act and dccd of said entity, for the uses and purposes therein mentioned, and 011 oath slated
that I-J.f (5 authorized to execute the said instrument.
Signature:
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Printed or Typed Name:
Nolaly Public in and for
the.S.llIteofW~n, .
TCSldlllg at .tIAV1.
MY COMMISSION EXPIRES (}:P--'j,qq:t
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Prospeet View Incorpomted Agreement
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JEFFERSON COUNTY
'" DEPARTMENT OF PUBLIC WORKS
PROJECT BUOOET WORKSHEET
UPDATED:
'5 1';::10
PROJECT NAME
Seton Kala Point Roads
PROJECT NO
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OBJ. PROJ. WORK BREAKDOWN ,.. PRIOR YEAR YEAR REMAINING
, DESCRIPTION COST (A) (B) (C) YEARS 1993 1994 YEARS
.10 Salarlos 2465.00,
.12 Overtime
.20 Benellls -
.31 Suoollos en 0-00
.41 P/ofesSlonal ServICes
.43 Travel I
.<< Advertising
.45 Eaulamenl Renlal 748' 00 ..
.48 Reoalrs & Malnlenanc. .
.49 MIscellan80lls
.51 Inle/gOll. Plol. SarvICIS . I
.61 LandIRl hi 01 Way
.62 Bulldln & SI,uclul81
.63 OIh8llm /OIIemenls
.64 Machine & Eaul menl
.65 Conslructlon Proleel.
,91 flnlerluRd Prol, ServICes
.95 InterfuRd Eaulamen. Renlal
. TOTAL: "'~ $0 $0 $0 $0 $0 $0 $0
C09T PROJECT FUNDI Nil PRIOR YEAR YEAR REMAINING
WORK BREAK DOWN FROM ABOVE SUMMARY SOURCE AMOUNT YEARS 1993 1094 YEARS
IChipseal & ~eB~ore $g~$P;tM LOCAL...
(A); Shoulders $tO~ft11.1P
. ::"'\;.:::9;':;> ,.;'W:?H'~;"
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STATE...
(0) .
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$0
. ','\,',,<<,;,'q;:,':^; FEDERAl...
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$0
TOTAL PROJECT COST $0 /, ;.,' $0 $0 $0 $0
-1 ACCOUNTING: PREPARED BY: J'~ {/ I. :1If;f tHI -yv DATE:
CHECKED BY: .... '" OA1'E:
APPROVED DY: ~~ .l. 1I'~llhl DATE:
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In the matter of:
Creating a County project
designated lIIS RO 1263.
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STATE OF WASIIINGTON
COUNTY OF JEFFERSON
'P<"O'.:(-X!d A~e.::c. ~8:l{,,9
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RESOLUTION NO. 69-96
IT IS HEREBY RESOLVED that roads constructed on the plalted rights-ot:way of Bayview
Aveoue adjoining Blocks 158 and 159, North Lyter Avenue adjoiniog Blocks 153 and 158, South Olympic
Avenue adjoining Lots 1,35, and 36 of Block 157 and Lots 1-3 of Block 162, North Olympic Avenue
adjoining Lots 13-20 ofBlock 158 and Lots 12-24 ofBlock 161 and Blocks 159 and 160, and Elston Avenue
adjoining Lots 3-21 Block 162 all in the Plat ofJrondale Division 6 and depicted on the attached exhibit be
improved as follows:
Grade ditches and chip seal surface.
IT IS FURTHER RESOLVED that an appropriation from the officially adopted road fund
budget and based on the County Engineer's estimate is hereby made in the amounts and for the purpose
shown:
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PURPOSE PREVIOUS APPROPRIATION PRESENT APPROPRIATION
Engineering $ 0 $ 0
Right of Way
Acquisition $ 0 $ 0
Sub-Total $ 0 $ 0
Construction $ 0 Llll2..lW!L-
TOTAL $ 0 $ 12.898.00
This project is included in the officially adopted aonual road program as Item No._.
-X. The project is hereby made a part of the officially adopted nonual road program in accordance
with R.C.W. 36.81.130.
IT IS FURTHER RESOLVED that:
The construction is to be accomplished by contract in accordance with R.C.W. 36,77.020 ct. scq.
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A TrEST:
(Excuscd Abscncll)
Glen Huntingford, Member
~u Duc to hnnd surgcry, Connnissloner Wojt signed with left hnnd.
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STATE OF W ASIIINGTON
COUNTY OF JEFFlmSON
In Ihe Mnller of:
Updnllng Ihe Ornclnl Connly Rond Log:
Dayvlew Avenue, Elslon Avenue,
North Lyler Avenue. nnd
North Bud Soulh Olympic Avenues,
WHEREAS, Ihe following roads have been established to be County Roads as per the Pial of Irondale
Division 6; and
Hesolnllon No. 70-96
WHEREAS, the following roads have been constructed to the standards of the Jefferson County
Department of Public Works; and
WHEREAS, the following roads are to be maintained at public expense; and
WHEREAS, the Official County Road Log is filed in the County Engineer's Office;
NOW, THEREFORE BE IT RESOLVED, that the County Engineer is hereby directed to make the
followiog additions to the Orucial County Road Log:
-/+-
ADOPTED THIS L DAY OF I/uF 1996.
.-0" -'.. JEFFERSON COUNTY
/', · (I '" ~ '. 1m OF COMMISSIONERS
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1,100 t~~, '\ ".
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Road Section! Milepost
~ ~Jl!!1!l ~p/Range ~
689209 Bayview Avenue S 35, TJON, RIW 0.24 - 0.29
679009 Elston Avenue S 35, TJON, RIW 0.00 . 0.08
680709 N. Lyter Avenue S 35, nON, RIW 0.00 . 0.13
679209 N, Olympic Avenue S 35, TJON, RIW 0.00 - 0.06
0.13 - 0.25
678809 S. Olympic Avenue S 35, TJON, RIW 0.00 . 0.04
SEAL:
A TIEST:
(Excused Absenco)
Glen Uuntingfol'd, Member
u* Oue to hand surgory, Commisaf.oner Woj t dgned with l.oft hond,
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Kala Point Drive
C.R. No. 679109;
M.P. 0.12 Right
S. Olympic Avenue
C.R. No. 678809
M.P. 0.04 Left
Prospect Avenue
C.R. No. 680609;
M.P. 1.27 Left
Prospect A venue
C:R. No. 680609;
M.P. 1,32 Left
Prospect Avenue
C.R. No, 680609
M.P, 1.32 Right
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..... r ~Ie(jll!l.,:e... -!c ~-, . . .
130-(h)I')-01(.1 .,OUtHY ROADS . _ _ ..0.'.. :-'... .. ~ '101
JEFFERSON COl:NT' DATE
DEP."Rn~E:'H OF PUBL:':' .'/CRi{S
P.O. Box 2070 ACCOUNTNU.'''''' '.' , ,
PORT TOWNSEND. WASHlt:GTON J3363
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SETON KALA POINT ROADS
GENE SETON
4290 S. DISCOVERY RD
~ORT TOWNSEND WA 98368
R01263
DATE CHARGES AND CREDITS
AMOUNT
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AMOUNT ENCLOSED S
RETURN THIS PORTION WITH PAYMENT
REIMBURSE AUGUST LA80R. EQUIPMENT AND
8/31/96 MATERIALS
ADt"I~IISTRATI;jN OVERHEAD
11266.50
(l/ .:1/'76
1689.98
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AI'1OUNT DUE
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1.5:: l_r\TE Fr::E ACCRIJED ON ALI_ ACCOUNTs PAST DUI! ~,."'~,.cow..
JEFFERSON COUNrf
DE:'ARTMENT OF PUDLIC 'Ncm<~
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,JEFFERSa-l CO. PUl3l.I C t.ml<S
OPEN "'ccotmr AGREEMSfI
Rl'iOllITJIAno~ ~ND PI..EDGE . -P(O~dA ~e.'L"&gD to
. ms agl1l8lneI1I Is balwam1 W. E. SEWN ,1'olIrlllnafter calI!ld DEPOSITOR, end 6.rna"J Vleu C. (air" "'1
"'-.Ihe FIRST FEDERAL S .. L- illInk, PORI' '!.'(l'I!.;SF.I>.'D 1lnInch. henllnnr ~ BANK. '2.l*'f\ AJ e. c:. <o-;;:~
Y/I1Pas, the DEPOSITOR wtshes to 1l5lDbIal111l CpIlI1 ~ wIlh Iho BANK end lhtJ QANK Is Lule( AVe. .c...loO^'7 ~
wi5ng to acx;vpt !he lllIkIllCCllWlt, It fa ~ 81 follows: : 'J (JJ 0'1
1. The DEPOSITOI'! hlll1lby depa8b In the IWlJ( the GU11 CII $ 1 4 . R1~ 70 ,ll8YabIo to tho
ordar cI JeBeraan CotI'1ly Ollplllmlnt CIII'ubIlo Works, ~ NO:" ...Q.ZiQQZ.1305
2. Neither all ncr IlI1Y part 01 tis deposft II1l!'f be wiIhd1JwIl by check, nor may It be wllI1dnrtm
l.t1li 8fter lhe BANK has receIYlId t'rom JIlhnon CountY Dep8I1mlInl of Nllfg WOrklI efthIlr
IIlI wriIllIn notlc8 oIlnlentIon to filu cb*n to IIlCllV8I' uncf!f thll tlllll1ll 01 RCW 18.21 c;r ltI
wribn .... of 1IH dlopaIilllld till rellm CJI tin ~
v'an'c.b Ie:...
3. The BANK w111l8Y Interest on II1Ia deposll at thB raIlI of % pfll' enrun mtI r8CQ1pt of
natlc8 from J8II8nIon County D8pa1menl of PubIlO WllflaICilIls Jntentlcn to vrilhdmw, Of 1II
cptkln cI 1118 BANK, I.I1lI 3D r:bIys BIIet l!l! BANK sIlaII him malBd to the DEPOSITOR llOIIc8
ollis InlenIIon to I1Xldfy thts pgnlelI1lIll. -
4. Inler8at slteI b. paid to Ihe OEPOSITOR manthIy fron1lhl1 data ofllQltllllMl1t lnl. K
lIJlIlIOIlriIIt, lib time this dIlposI fa wiII1cImm. .
5. No mmlgnment of the DEPOSITOR's rfghlS In tI'iS deposll shall blI wild.
B. 1lIIs depoIlllt subJect to lI1e IIppllceblo pmlI1llllld IulII1l FedemllllWllllllr.ll1lglJallonS.
. DATeD lhls 29th day of JULY . lGG"L.
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By: .
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.Brtol':l( lJ
Ju..-29-1Y'a6 12: 23
360 38S 9172 P.B2
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July 16, 1996
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'Prq,ped Ave...-C /Qgo bm ..~,'~
C:..Thla.nG\ Ij\~ to. - I 1
JEFFERSON COUNTyD~f.I Ave'-e (,,~~~<<t .~
DEPARTMENT OF PUBLIC WOR~re.t r,~07;; :il
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P.O. Box 2070
1322 Washington St.
Port Townsend, WA 98368
(360) 385-9160
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Klara A. Fabry. Director/County Engineer
Mr. W.E. Seton
4890 South Discovery Road
Port Townsend, W A 98368
RE: Agreement regarding establishment of County Roads in the Plat ofIrondale
Division 6
Dear Mr. Seton:
Attached are three copies of the proposed agreement between Jefferson County and
Prospect View Incorporated regarding the referenced roads. The agreement has been
reviewed and approved as to fonn by the Prosecuting Attorney and reviewed and
approved by the County Engineer.
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Please review the agreement and, if you concur, sign the copies in the presence ofa
Notary Public and return them to the Department.
If you have any questions or ifI can be of assistance, please don't hesitate to contact me.
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J es W. P~~~~~
P oject Manager
Enclosure
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(l'<:)to" Aile.:' C. (0/9 CX1
Jefferson County Fire Protection District 6 L~\er A~e.. -e. ~ '10C:;
3850 Cape George Road
Port Townsend, W A 98368
(360) 385-4721
Fax (360) 385-1133
June II, 1996
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. JUN 13 1996 I
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· ,:r:r:;:ERSON COUmYI
l.i::BLlC ~ORKS D!':PTJ
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Jim Pearson
Jefferson County Public Works
P.O. Box 2070
Port Townsend, Wa. 98368
RE: Roadways offPro~pect Avenue
Dear Mr. Pearson:
The roadways otfProspect Avenue meet with the approval of Jefferson County Fire Protection
District 6 as per our phone conversation on this date.
Sincerely,
'Wd/~
ROBERT LARSON
Chief
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MOISTURE-DENSITY RELATIONS OF SOILS REPORT E.\\:Jo.'\A~e..-U.'1ClOOc{ "
l..l:\,h A~e..' (!.fog0'70'1 '{
Report No. Ij
Project No. B8585 'I
Test No. 96-05-5786 {
Dnte Reported 5/02/961
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.General Testing Laboratories, Inc.
18970 3rd Avenue NE. P.O. Box 1586, Puulsbu, Washingtnn 98370
ORIGINAL
Tho HART Company
Client PROSPECT VUW. INC.
Project PROSPECT VUW - JEFFERSON COUNTY
Contractor SETON CONSTRUCTION
Date Sampled 4/30/96
5/02/96
Date Tested
FIELD DATA:
Sou",e of Material RAT IVE
Locarion Sampled ON-SITE
Area Representing BASE COURSE
Dept. or Elevation Sample Thken
Vertical Limit'
Lb..ICu. Ft.
I MOISTURE 'JIo OF DR Y WEICHT I
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LABORATORY:
Max. Density Dry 13 I . 5
Opt Moisture 9 . 7 %
Dry Den., (Min. for ~% Comp.)
124.9 lb..ICu. Ft.
FIELD VALUES:
Max. Dry Wt.
Fie Id Dry Den.
Rock In Fill
Density taken
Soil: Type &. Color
Opt. Moist
Field Moist
%
Day _ after FlIl was placed
GRA'( GRAVEL WITH SAND
_%
%
,..
Test Specification. WSDOT 609
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12
. Hammer
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25
5.5 Ills.
3 Layen
Blows/Layen
Cylindet
Drops
Tested by BILL UGOLINI
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_CERllFlED BY:
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G S I. NRER
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LAB MANAGER
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,enera estlng a oratOrIes, nC,~\"'\n" Ave.. (b.iQ'lq -~ I
18970 3rd Avenue NE, P.O. Box 1586, Pnulsbn, Washingwn 98370 " leI' A~ e... c.. ' r ~
The HART Company
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MOISTURE-DENSITY RELATIONS OF SOILS REPORT
Client PROSPECT VIllW. INC_
Project PROSPECT VIEW - JEFFERSON COUNTY
Contractor _ SETON CONSTRUCTION
Date Samplert 4/30/96 Date Testert
5/02/96
Report No.
Project No.
Test No.
Date Report"';
I
B8585
96-05-5786
5/02/96
FIELD DATA:
Source of Material NATIVE
location Sampled ON-SITE
Area Reptesenting BASE COURSE
Dept. or Elevation Sample Taken Vertical Limits
LABORAlORY:
Max. DeNlty Dry 13 I . 5 Lbs./Cu. Ft.
Opt Moistute 9.7 %
Dry Den., (Min. for -2L% Comp.) 124.9 I bs./Cu. Ft.
I MOISTURE" OF DRY WEICHT I
135
Ii: 130
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DEPARTMENT OF PUBLIC WORKS - \ j
P.O. Box 2070
1322 Washington St.
Port Townsend, WA 98368
(360) 385.9160
Kfara A. Fabry. Director/County Engineer
March 18, 1996
Mr. W.E. Seton
4890 South Discovery Road
Port Townsend, WA 98368
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RE: Request to add roads in the Plat ofIrondale Division 6 to County Road Log;
C678209
Dear Mr. Seton:
I am writing in response to your request for Jefferson County to accept roads constructed
on portions of the platted rights-of-way ofElstoo Avenue, Lyter Avenue, Island View
Avenue, and Olympic Avenue into the County Road Log. Because the County will take
over maintenance of these roads, it is the Department's responsibility to the County
taxpayers to ensure that there were constructed to County standards usiog appropriate
materials. This letter is intended to confirm e,osting information regarding this matter and
to set forth required actions to be taken in order to meet the County's requirements for
accepting these roads into the Road Log.
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You received approval from the Department to open the referenced rights-of-way. No
road plans were submitted to the Department for review and approval. Testing was not
performed on the gravel base and crushed surfacing top course. There was no
construction inspection by Department staff to ensure that the sub grade is acceptable and
that the gravel base and top course are constructed from acceptable ma1erial. The steps
which I set forth are intended to determine whether these roads meet the same standards
which would apply if the work had been performed under the supervision of the
Department,
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I inspected the roads after construction with you and County Road Maintenance
Supervisor Earl Wells. Based on that inspection, I note the following:
:t:> ,; · The roads as constructed meet the required standard of an 18 feet wide traveled way and
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· We were not able to determine whether the subgrade was suitable and adequately
t.- compacted, However, we did note that the sitc is characterized by gravelly sandy soils
~j::. J~ which arc suitable for compaction.
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· Ditches for the most part provide adequate drainage of the roadways. However, we
I!- J;'<.t /' pointed out two areas w,here they need to be deepened so that the bottom is 6" below the
o '" 0' i""J bottom of the gravel base. These areas were 00 Olympic and Lyter Avenues north of their
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Jc,J....ll-'<\.... · With the exception of an existing 12" concrete culvert, the culverts are 12" comgated,
1fl,I\V.... v- 0"- smooth. bore polyethylene. All culvert ends must be beveled and have hand placed rock
protection.
, · The gravel base and top course both meet or exceed the required 6" and 2" respective
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· You stated that the gravel base was from onsite and pointed out the borrow area
northeasterly of the BayviewlLyter Avenue intersection. In order to confirm that this
material meets the required WSDOT Specification 9-03.10 Aggregate for Gravel Base,
the Department will need to collect a 100 pound sample from the gravel base borrow area
and send it to the Washington Department of Transportation testing laboratory. There will
be charges to collect the material, send it to WSDOT, aod test i,t.
· You stated that the crushed surfacing top course was from Fred Hill Material, Inc.
Because it is not possible to test this material in place, the Department has agreed to
accept certification from Fred Hill Material that it was manufactured from an acceptable
source to WSDOT Specification 9-03.9(3) Aggregate for Crushed Surfacing. Please
provide this certification to the Department.
· The Department will require testing by a certified laboratory to ensure that there is
adequate compaction. This testing should be performed after testing of the gravel base
material. Please arrange for this work to be performed at that time.
· We discussed chip sealing the roads prior to acceptance by the County. Because these
are public rights-of-way and the roads are proposed to be accepted into the road log, this
work can be performed by the County subject to reimbursement by you. This will require a
written agreement between you and the County to do this. Attached please find a copy of
the detailed estimate fcr chip sealing prepared by Earl Wells. Please note that it is higher
than originally estimated by Mr. Wells at the time of our inspection
· The rights-of-way were dedicated "to the use of the public" on the face of the plat. They
were not dedicated in fee simple. As such they are in effect road easements. The
Department prefers that you transfer them to Jefferson County hI fee simple by means of a
statutory warranty deed.
· The centerline of the rights.of-way must be surveyed and monumented by a licensed
land surveyor and the survey filed with Jefferson County.
· Road plan and profile and utility and drainage structure record drawings must be
provided to the Department.
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In order to proceed, the Department needs your agreement to reimburse the Department
for its reasonable expenditures associated with certifYing that the roads were constructed
to County standards.
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We also discussed your intent to open other rights-of-way in this area. As per our 'i;,
discussion, prior to conducting additional work within County rights-of-way, please .~
submit road plans and profiles, utility plans, and erosion control plans to the Department '.J
f~~;:~~:s~d approval. Provision should also be made for material testing and ~,',,'I..,';,.
Thank you for your attention to these matters.! look forward to resolving these issues
with you. If you have any questions or if! can be of assistance, please don't hesitate to
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JEFFERSON COUNTYtlbwn M\!. -Q,tiC01
DEPARTMENT OF PUBLIC WrrRKS e&&Ol~
P.O. Box 2070
1322 Washington St.
Port Townsend, WA 98368
(360) 385.9160
Klara A. Fabry. Director/County Engineer
MEMORANDUM
TO:
K1ara Fabry, Public Works Director/C.E.
James W. Pearson, Project Manage~ ~
February 2, 1996
FROM:
DATE:
RE:
Request to add platted roads in the Plat of Irondale Division 6 to County
Road Log; Gene Seton, applicant
The applicant states that he has coostructed portions of Elston Avenue, Lyter Avenue,
Island View Avenue, and Olympic Avenue to County standards. He requests that they be
inspected and accepted for the County Road Log. See attached letter and plat.
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The applicant received approval from the Department to open the rights-of-way. No road
plans were submitted. There was no construction inspection by Public Works staff to
ensure that the subgrade is acceptable and the gravel base and top course are of sufficient
depth and compaction. Earl Welles states that he was on site on two or three occasions at
the applicant's request to advise him regarding specific construction issues, particularly
drainage. He was not inspecting construction and was under the impression that the
Development Review Team was responsible for inspections. He states that there was a
roller on site. Earl noted potential runoff problems along the northerly portion of Olympic
Avenue. The properties on the easterly side of the road &Iope steeply down to a bluff
approximately 100 feet from the edge of the right.of-way. Earl is concerned that road
runolTmay adversely efl'cctthose properties and that future homeowners may request that
the County correct this situation. This could require regrading the road to direct runoff to
the ditch on the westerly edge of the road or constructing a ditch on the easterly edge of
the road. This could in turn require revisions to the drainage system at the tenninus of
Olympic Avenue.
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I am requesting your input regarding processing this request.
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course depth and width, ditching, drainage, etc. and report back to you.
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Jefferson County
Depart:rren t of Public Works
Mr. Jim Pearson,
As per our conversation this is to inform you that Prospect View Inc.
has built part's of Elston Ave., Lyter Ave., Island View Ave. and
Olynpic Ave. all in division 6 of Irondale to County standands and
would like to have them inspected and accepted for too County Road Log.
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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. Director/County Engineer
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Jefferson County Board of Commis,ioners
Department of Public Works Agenda
August 5, 1996
A~enda Item,:
The following items are all related to accepting roads constructed within the Plat of Irondale
Division 6:
· Review County Engineer's Report;
· Review proposed agreement between Jefferson County and Prospect View Incorporated to accept
roads constructed within the Plat ofIrondale Division 6 and to chip seal those roads;
· Review proposed resolution updating the County Road Log;
· Review proposed resolution creating a County project to chip seal roads on platted rights-of-way
in the Plat of Irondale Division 6.
StnIT Contnet: James W. Pearson
Ts,ues:
Mr. Gene Seton was authorized to open platted public rights-of-way and construct roads within the
Plat of Irondale Division 6. The Department has inspected the ro:uls and detennined that they have
been constructed to adopted County standards. Mr. Seton proposes that the County accept the roads for
inclusion in the road log. He also proposes to pay to have the roads chip sealed by the Department of
Public Works. Earl Wells estimates that this will cost $12,898.00. Mr. Seton also agrees have a licensed
land surveyor provide plan and profile record dm\\ings of the roads and monument the centerlines as per
Department standmds.
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Action:
The Department requests that the Board review the agreement with Mr. Seton, the resolution to accept
the roads for inclusion in the road log, and the resolution authorizing the Department to chip seal the
roads.
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The Department recommends that the Board approve the proposed agreement and adopt the resolutions.
to
Attnchments:
· County Engineer's Report;
· Proposed agreement between Jefferson County and Prospect View Incorporated;
· Proposed resolution updating road log to include roads in the Plat of lrondale Division 6;
· Proposed resolution creating County project 10 chip seal roads in the PI3t of Irondale Division 6.
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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. Director/County Engineer
l\1EMORANDUM
TO:
FROM:
Jefferson County Board of Commissioners
Klara Fabry, Director/County Engineer It.. fI- =t .
DATE:
July 22, 1996
RE:
County Engineer's Report; Acceptance of roads constructed within the Plat
ofIrondale Division 6
Mr. Gene Seton was authorized to open platted public rights-of-way and construct the following
roads within the Plat ofIrondale Division 6:
East Island View Avenue adjoining Blocks 159 and 160, North Lyter Avenue adjoining Blocks
153 and 158, East CasC<lde Avenue adjoining Lots 1,35, and 36 of Block 157 and Lots 1-3 of
Block 162, Prospect Avenue adjoining Lots 13.20 of Block 158 and Lots 12-24 of Block 161,
and Elston Avenue adjoining Lots 3-19 of Block 162.
The Department has inspected the roads and determined that they have been constructed to the following
adopted County standards: Suitable compacted subgrade, 6 inches of compacted gravel base, 2 inches of
compacted crushed SUITdCing top course; 20 feet lvide traveled way with 2 feet wide gravel shoulders.
General Testing Laboratory has tested the gravel base material and certi.fies dUlt it meets WSDOT
speeific:llions. They also certifY th:It it meets the n:quired compaction. The top course material was from
Fred Hill's pit which is an approved source.
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Mr. Seton proposes to pay to have the roads chip se:1Ied by the Department. Earl Wells estimates th:It
this win cost $12,898.00. He also agrees have a licensed land surveyor provide plan and profile record
drawings ofdlC roads and monument the centerlines as per Department standards, He proposes that the
County lll:cept these roads for inclusion in the road log.
In addition to constructing these roads, Mr. Seton has constructed a water system which will serve the
area. It is contemplated thai the platted lots served by these roads lvill be developed with single Gunily
residences in dIe near future.
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In COIISideration of the above,l recommend that the Board of Commissioners approve the agreement
with Mr. Seton, IICccpt tile roads for inclusion in the road log, and adopt the resolution authorizing the
Department to chip se:1I the roads.
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JEFFERSON COUNTY ~~6"
DEPARTMENT OF PUBLIC WORKS
P.O. Box 2070
1322 Washington Sl.
Port Townsend, WA 98368
(360) 385-9160
Klara A. Fabry. Director/County Engineer
MEMORANDUM
TO: Paul Mcllrath, Deputy Prosecuting Attorney
FROM:
Klam Fabry, Director/County Engineer IC 4 f=
DATE:
July 25, 1996
RE:
Review of agreement with Prospect View Incorporated
Attached for your review is a ~ draft of the agreement between the County and Prospect View
Incorporated. You have previously reviewed this agreement and approved it lIS to form on July 10,
1996. Based on the Department's discussion wilh the developer and in consideration that the project's
cost hllS been estimated by the Department, I have revised the agreement to lower the required surety
to 115% of the estimated cost and to allow the developer to provide surety either by an irrevocable
letter of credit or an open account agreement, both of which are acceptable to the Department.
Thank you for your consideration of this matter.
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STATE OF WASHINGTON
COUNTY OF JEFFERSON
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In the matter of:
An Agreement to Establish Agreement No.9" -/
Public Roads in the Plat ofIrondale
Division 6
This agreement made and entered into this Day of ./l. AA if" 19 %., by and between
Prospect View Incorporated, a Washinbrton corporation, hereir%called the DEVELOPER,
and the County of Jefferson, acting by and through the Board of County Commissioners,
hereinafter called the COUNTY. This Agreement is made pursuant to Ch. 36.82.110, R.C.W.
WHEREAS, the DEVELOPER owns celtain propelty in the Plat of Irondale Division
6, situated in Section 35, Township 30 North, Range 1 West, W.M., Jefferson County,
Washington; and
WHEREAS, road rights-of-way within the Plat of Irondale Division 6 were dedicated
to the use of the public; and
WHEREAS, the DEVELOPER was granted a pennit by the Jefferson COIUlty
Deparbnent of Public Works to open certain rights-of-way within the Plat of Irondale
Division 6 and construct roadways to County standards; and
WHEREAS, the DEVELOPER desires to have certain roads which have been
constructed on public rights-of-way within the Plat of Irondale Division 6 to be established as
County Roads; and
WHEREAS, those roads are Bayview Avenue adjoining Blocks 158 and 159, North
Lyter Avenue adjoining Blocks 153 and 158. South Olympic Avenue adjoining Lots 1, 35,
and 36 of Block 157 and Lots 1-3 ofBtock 162, North Olympic Avenue adjoining Lots 13.20
of Block 158 and Lots 12-24 of Block 161 and Blocks 159 and 160, and Elston Avenue
adjoining Lots 3-21 of Block 162 all in the Plat of Irondale Division 6 and depicted on the
attached exhibit; and
WHEREAS, the DEVELOPER has conshucted said roads to the adopted standards of
the Deparbnent of Public Works; and
WHEREAS, the COUNTY is willing to sUlface said roads at the DEVELOPER's
expense;
NOW THEREFORE it is mUhlBlIy agreed between the pmties hereto as follows:
,..
1.
The COUNTY will proceed to establish the roads as shown on the exhibit;
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2.
TIle COUNTY will initiate all necessalY actions related to establishment of
said roads;
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ProspeC1 View Incorpornted Agreement
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The COUNTY will place a two-shot light bituminous surface treatment on alI
roads shown on the attached exhibit. The COUNTY will perform work in
conjunction with other surfacing projects on its annual maintenance program as
soon as is practical;
4.
The COUNTY will inspect all roads prior to acceptance to ensure that
construction has been in acr.ordance with adopted standards of the Department
of Public Works;
5.
Upon establishment and acceptance of said roads, the COUNTY will be
responsible for the continued maintenance thereof;
6.
The DEVELOPER will pay the COUNTY for all expenditures to be made by
the COUNTY to surface roads, which cost is estimated to be Twelve Thousand
Eight Hundred Ninety-eight dollars ($ 12,898.00 ). The DEVELOPER shall
provide surety either in the form of a nonrevocable letter of credit or an open
account agreement, from a bank approved by the COUNTY, equal to one
hundred and fifteen per cent (115%) of the estimate to guarantee payment for
actual expenditures. The COUNTY shall be paid for the actual cost of the
work completed, plus a fifteen per cent (15%) administrative fee, upon the
demand oftlte COUNTY;
7. The DEVELOPER shall provide plan and profile record drawings of the
roadways and rights.of.way, including all drainage structures at a scale of one
inch to fifty feet (I" = SO');
8.
The DEVELOPER shall provide for the centerlines of the roads to be
monumented with monuments in cases by a licensed land surveyor in
compliance with the standards of the Department of Public Works.
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Prospect View Incorpor:ltcd Agreement
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IN WITNESS WHEREOF, the parties hereto have executed this agreement as of the
day and year first above written.
DEVELOPER
PROSPECT VIEW. IN:: .
(Excused Absence)
k~;/J~~~SID~~
Title
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APP OVED AS TO FORM this I ~ day
199~.
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County Engineer
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ATTEST:
to
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Lorna Delaney
Clerk of the Board
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Prospect View IncorporJled Agreement
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STATE OF W ASIllNGTON
COUNTY OF j'~Sav'\ }ss
On this ....Q{L day of 1G; 0, A- : 199 J.e before me, the unde~ilpled, a Notary Public in and for the State of
Washington, duly COnuniSSiomsw~rsona!!Y appeared fA), P-'. ~ . personally known to me to
be the Authorized Agent of e.cl' II I i:I, ~) ""hI'c tlu1t e~ecutcd the foregoing Instrument, and acknowledged the said
iastnUnent t~ be the free and volun ry act and deed of said entity, for the uses and purposes therein mentioned, and on oath stated
that ~ I 5 authorized to execute the said instrument.
Signature:
Printed or Typed Name:
NolaIy Public in and for
the Stale ofWa ngton, ,
residing at
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Prospect Vicw lncorpor:lled Agreemcnt 4
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JEFFERSON COUNTY
'" DEPARTMENT OF PUBl.IC WORKS
PROJECT BUDGET WORKSHEET
UPDATED:
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OBJ. PROJ. WORK BREAKDOWN ... PRIOR YEAR YEAR ABAAlNING
, DESCRIPTION COST (A) (B) (C) YEARS 1993 1994 YEARS
.10 Salaries $2465.00.
.12 ()ye~lme
.20 Benellls -
.31 SuoDlles
.41 PrDlosSlonal Services
.43 Tra~el
.<< Advo~lslno
.45 EDUI menl Ronlal S174B'.0 .'
.40 Rooal" & Malnlenahc. .
.49 Mlscollaneous
.51 Inlergov. Pror. SoIvlcas . I
.01 LandIRl hi or Way
.62 Bulldln & Slruclur8ll
.63 Other 1m rovemenl.
.64 Machine & EDulDmenl
.65 Construction Pro ee.s
,91 lIalorlund Prol. Sorvlcas
.95 Inlel1und EDulomcnt Ronlal
. TOTAL: I' RQR~(l SO SO SO 10 10 SO 10
COST PROJECT FUNDING PRIOR YEAR YEAR REMAINING
WORK BREAK DOWN FROM AOOVE SUMMARY SOURCE AMOUNT YEARS 1993 1094 YEARS
(A$ Chipsea1 & Restore o LOCA!...
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TOTA'. PROJECT COST 10 /// A SO 10 10 10
-j ACCOUNTING: PREPARED BY, rf.:t'!. :~ {)~(Ir/? DATE:
CHECKED DY, - A' DATB:
APPROVED DYI ~ .\Z n 'Hllhl DATB:
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PROJECT NAME'
Seton Kala Point Roads
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PROJECT NO . R
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STATE OF WASDlNGTON
COUNTY OF JEFFERSON
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III the matter of:
Creating a County project
designaled as R01263.
RESOLUTION NO. .69-96
IT IS HEREBY RESOLVED that roads constructed on the platted rights-of-way ofBayview
Avenue adjoining Blocks 158 and 159, North Lyter Avenue adjoiniog Blocks 153 nod 158, South Olympic
Avenue adjoining Lots 1,35, and 36 of Block 157 and Lots 1-3 of Block 162, North Olympic Avenue
adjoining Lots 13-20 of Block 158 and Lots 12-24 ofBlock 161 and Blocks 159 nod 160, nod Elston Avenue
adjoining Lots 3-21 Block 162 all in the Plat ofIrondale Division 6 nod depicted on the attached exhibit be
improved as follows:
Grade ditches and chip seal surface.
IT IS FURTHER RESOLVED that an appropriation from the officially adopted road fund
budget and based 00 the County Engineer's estimate is hereby made in the amounts and for the purpose
shown:
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PURPOSE PREVIOUS APPROPRIATION PRESENT APPROPRIATION
Engineering $ 0 $ 0
Right of Way
Acquisition $ 0 $ 0
Sub-Total $ 0 $ 0
Construction $ 0 $ 12.898 00
TOTAL $ 0 $ 12.898.00
This project is included in the officially adopted annual road program as Item No._.
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..x. The project is hereby made a part of the officially adopted annual road program in accordance
with R.C.W. 36.81.130.
IT IS FURTHER RESOLVED that:
The construction is to be accomplished by contract in accordance with R.C.W. 36:77.020 ct. seq.
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..x.. The construction is to be accomplished by County forces in accordance with R.C. W. 36.77.065
and W.A.C. 136,18,
PASSED AND ADOPTED TIIIS~DA Y OF I/.u tfu.LI- . 1996.
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.. . I mFFERSON COUNTY
~~,. B 0 OF COMMIS ONERS
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(I!xeused Absence)
Glen Huntingford, Member
... Due to bnnd Burgery, Commiasioner Wojt signed with left hond.
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STA TE OF W ASIIINGTON
COUNTY OF JEFFERSON
\1-O:~d Ave.: ~ "'llO~
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In tbe Maller of:
Updallng tbe Official COllllty Rond Log:
Dayvlew Avenue, Elslon Ayelllle,
Nortb Lyler Avenue,lInd
Nortb and Soullt Olympic Avellues.
WHEREAS, tbe following roads have been established to be County Roads as per Ihe Plat of lrondale
Division 6; and
Resollllloll No. 70-96
WHEREAS, the following roads have been constructed to the standards of the JelTerson Counly
Department of Public Works; and
WHEREAS, the followiog roads are to be maintained at public expense; and
WHEREAS, the Official County Road Log is filed in the County Engineer's Office;
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< . NOW, THEREFORE BE IT RESOLVED, Ihal the Call Illy Engineer is hereby directed to make the
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ADOPTED THIS L DAY OF IIUF 1996, !
..-"~.. "fII.. JEFFERSON COUNTY
,.. /'.lllll\l ". RD OF COMMISSIONERS
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Lorna L. Delaney, Clerk oflhe nor ' Glen Uuntinllrol'd, Member
.u Due to hand 8ursery, COD1lll1sDionar Wojt dsned with Isft hand.
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JEFFERSON COl:NT', DATE
DE?;Rn~E;'H OF PUBL:~ .'/CRi-:S
P.O. Box 2070 ACCOUNT NUMBER , '.' , .
PORT TOWNSEND. WASHlr:GTCN ?3363
(360) 385-9160
SETON KALA POINT ROADS
GENE SETON
4890 S. D I8CO'./EIW RD
PORT TOWNSEND WA 98368
R01263
DATE CHARGES AND CREDITS
AMOUNT
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RE!MBURSE AUGUST LAeOR. EQUIPMENT AND
8/31/96 MATERIALS
ADt" I ~II :;:,TRAT! ClN OVeRHEAD
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OPEN ACCOUNT AGRr;J;MEH[
REGIHTRA11Q~ ~ND PlEDGE . P(b~dA~e.-C'.:(.,8D to
. Thl:ugreement Is botwen W. E. SE'roN . henllnaIler caIed DEPOSJTOR.lIIlCI€.ru""" VIWC.l~o-.. ~ .
..-. the FIRST FEDERAL S "L Ilank, PORI' 'iU'Il\"Sr1\TI 1lnlnch, htniIIIlIlr ~ BANK.l2.lbbl'j AJe. ( lo~i3Ccj
YlI1_, the DEPOSITOR wlshes to IISI8bIah ... Open N:cart wIIh lhe BANK 8Ild the IlANI< Is ~k( AVe. -c...la()N, ~
wiIt10 to aa;ept lhe SiIId lICCCU1l, It 18 ~ 11 fallows: : (jJ loq
1. lhe DEI'OSTTOII hereby depods In 1118 BANK the G\Il1 cf $ 14.81' 70 . JIlIYable \0 d1e
ordllr at JeIIerean Ccu1Iy D~ cf Publla Works, ~ flCi:" ~.1305
2.. NeIIher aft ncr IrIY p:IIt 01 tis depod may be wII1dnrM1 by c:hec:k, IlIlI' may It be wiII1dnIvm
lI1lI siler the BANK hu receIvlId fran JtIifIncI1 ColRY DepI/rImlInl III NllIo ~ eftIlllI'
lis wril!lIn natlce 01 fnlentlon 10 IJIa cll*n 10 I8CC'Illl' unc/8r 118 terms 01 RCW ll1.27ll1' lis
Wll!I8n ....... 01 INtI .."... IIld thIl relIm cf II1III9RmMt.
VCIl"" b Ie:.
3. ",. IlAN1< wII pay fnlemt on dlII dIposIl at the mill at % per l!I1IUTl untIllIClllpt or
naIIclJ flllln Jellnon County DIpIr1mInl Illl'llblla WorbClIb IntI!ntIon to wlIhdraw, or GI
aptIon 01 the BANK. tnI 30 days BIIet lhe BANK sIIlllI ~ mded to thD DEPOSITOR notIc8
at illIlnIenIfon 10 madIIy tI1Is lQ1leIIIri -
4. InIlIrelIt sh1III btt p3Id to lhe DEPOSITOR mon1hIy !rom li1lt datil oIl1Qll11l1'11811l11'ld. if
1pIllOPl'iIIt, at the tnle tills dIpOSIlI wihl:frIwn. .
5. No BIIQnm8nt III the DePOSlTOR'I rI!#U in 111II depolIIl !lI'I3I be wid.
8. 1lis dtlpDIll II ~ to the IlpIlIIalble pnlS8"Il and IullIU FtdenIIIQwa llI1d ragulaIIons.
DAreD lhIs 29th day at JULY .1ll9..A....
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DEPARTMENT OF PUBLIC WORKfec.leh'07~
P.O. Box 2070
1322 Washington 51.
Port Townsend, WA 98368
(360) 385.9160
Klara A. Fabry, Director/County Engineer
July 16, 1996
Mr. W.E. Seton
4890 South Discovery Road
Port Townsend, W A 98368
RE: Agreement regarding establishment of County Roads in the Plat ofIrondale
Division 6
Dear Mr. Seton:
Attached are three copies of the proposed agreement between Jefferson County and
Prospect View Incorporated regarding the referenced roads. The agreement has been
reviewed and approved as to form by the Prosecuting Attorney and reviewed and
approved by the County Engineer.
Please review the agreement and, if you conCUI', sign the copies in the presence ofa
Notary Public and return them to the Department.
If you have any questions or ifI can be of assistance, please don't hesitate to contact me.
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Sincerely,
G'c)~~'
J es W, pear~~~
P oject Manager
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Jefferson County Fire Protection District 6 L~ler AI!'<..-~ f.Ib'7()c:(i
3850 Cape George Road
Port Townsend, W A 98368
(360) 385-4721
Fax (360) 385-1133
June II, 1996
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JUN 13 1996 I
;J~~~~RSON COUNTY!
1.~~i3LIC WORKS DEP~j
Jim Pearson
Jefferson County Public Works
P.O. Box 2070
Port Townsend, Wa. 98368
RE: Roadways off Prospect Avenue
Dear Mr. Pearson:
The roadways off Prospect Avenue meet with the approval of Jefferson County Fire Protection
District 6 as per our phone conversation on this date.
Sincerely,
~/~
ROBERT LARSON
Chief
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ORIGINAL
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MOISTURE-DENSITY RELATIONS OF SOILS REPORT E..\~ A~(. .un "looq
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Clien, PROSPECT VIEW. mc. Report No. I '.
Project PROSPECT VIEW - JEFFERSON COUNTY Project No. B8585
ConaaClllr SETON CONSTRUCTION Tes, No. 96-05-5786
Date Samplr<l 4/30/96 Da,e Teste~ 5/02/96 Date Reportr<l 5/02/96
FIELD DATA:
Sou",e of Material RAT IVE
Location Sampled ON-SITE
^'"" R.p=ting BASK COURSE
Dept. or Elevation Sample TaIccI' Vertical Limi,'
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Cylindcr-L_' Hammcr
Drops 12 "
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Max. Density 0.., 13 1 . 5 1.h..ICu. Ft.
Opt Moll",,,, 9.7 %
0.., Den.. (Min. for -9..L% <'''lOp.) 124.9 I b..ICu. Fr.
FIELD VALUES:
Max. 0.., Wt.
Field DIy Dcn.
Rock In Fill
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Ficld Main %
%
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MOISTURE-DENSITY RELATIONS OF SOILS REPORT
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Projec, PROSPECT VIEW - JEFFERSON COUNTY
Connacror SETON CONSTRUCTION
Da,e Sampled 4/30/96 Da,e Tes,ed
5/02/96
Roport No. _
Projec, No.
Tes, No.
Date Roported
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B8585
96-05-5786
5/02/96
FIELD DATA:
Sourte of Ma'.rial NATIVE
Location Sampled ON-SITE
Area Representing BASE COURSE
Dept. or Elevation Sample 'ThIcefl Vertical Limits
LABORATORY:
Max. Density Dry 13 I . 5 Lb.JCu. Ft.
Opt Moisture 9.7 %
Dry Den., (Min. for --2L% Comp.) 124.9 lb../Cu. Ft.
FIELD VALUES:
Max. Dry W,.
Field Dry Den.
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Opt. Moist %
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GRAY GRAVEL IIITH SAND
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CLIENT: .r,I..r,"~~,(,,":l- \J I~L-~\ :T~v CONTRACT H: DATE: t.f/~of7c;.. PAGE ...LOF /
PROJECT rf~<>''il~~,,'t- V I t--~,.) PROJECT #: g'(hrs-.......-REPORT #:
CONTRACTOR r/~~",\- \J ;&?~ '.:~~.- S.UB-CONTRACTOR ~-
-IN-PLACE DENSITY TEST METIIOD: () ASTM D-1556 H.D.2922 MAXIMUM DENSITV TEST METIIOD:
Sllndcono Nuclellr '
GENERAL TES11NG LABORATORIHS, INC
/8970 Th/rd AW/I"' NE, ROo BOJt IS86,1"Jl/bbo. lIluh/IIS/oll 98370
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16~70 3rd Ave. N.E.. P.O. Box 1586
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THE FOLLOWING WAS NOTED:
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I inspected the roads lifter construction with you and County Road Maintenance
Supervisor Earl Wells. Based on that inspection, I note the following:
:t:> '" · The roads as constructed meet the required standard of an 18 feet wide traveled way and
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o t. · All grades are less than 12%.
· We were not able to detennine whether the subgrade was suitable and adequately
to compacted. However, we did note that the site is characterized by gravelly sandy soils
IJ t:. .s" which are suitable for compaction.
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JEFFERSON COUNTY W'A~e~ 1q1'1~
DEPARTMENT OF PUBLIC W~KS (P~0101
RO. Box 2070
1322 Washington Sl.
PorI Townsend, WA 98368
(360) 385-9160
Klara A Fabry. Director/County Engineer
March 18, 1996
Mr. W.E. Seton
4890 South Discovery Road
Port Townsend, W A 98368
RE: Request to add roads in the Plat ofIrondale Division 6 to Couoty Road Log;
C678209
Dear Mr. Seton:
I am writing in response to your request for Jefferson County to accept roads constructed
on portions of the platted rights-of-way of Elston Avenue, Lyter Avenue, Island View
Avenue, and Olympic Avenue into the County Road Log. Because the County will take
over maintenance of these roads, it is the Department's responsibility to the County
taxpayers to ensure that there were constructed to County standards using appropriate
materials. This letter is intended to confirm existing information regarding this matter and
to set forth required actions to be taken in order to meet the County's requirements for
accepting these roads into the Road Log.
You received approval from the Department to open the referenced rights-of-way. No
road plans were submitted to the Department for review and approval. Testing was not
performed on the gravel base and crushed surfacing top course. There was no
construction inspection by Department staff to ensure that the subgrade is acceptable and
that the gravel base and top course are constructed from acceptable material. The steps
which I set fonh are intended to determine whether these roads meet the same standards
which would apply if the work had been performed under the supervision of the
Department.
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· Ditches for the most part provide adequate draioage of 1he roadways. However, we
o ~ -I~t /' pointed out two areas w)1ere they need to be deepened so that the bottom is 6" below the
~,,\1-i'~" j boltom of the gravel base. These areas were on Olympic and Lyter Avenues north of their
~);:> -(,4-'! intersections with Prospect Avenue. You have agreed to rework those areas.
.J-.l /4'-(' · With the elCception ofan existing 12" concrete culvert, the culverts are 12" corrugated,
:;1,10'-< \r 0'(... smooth. bore polyethylene. All culvert ends must be beveled and have hand placed rock
protection.
. · The gravel base and top course both meet or elCceed the required 6" and 2" respective
o ~ depths.
· You stated that the gravel base was from onsite and pointed out the borrow area
northeasterly of the Bayview/Lyter Avenue intersection. In order to confirm that this
material meets the required WSDOT Specification 9-03.10 Aggregate for Gravel Base,
the Department will need to collect a 100 pound sample from the gravel base borrow area
and send it to the Washington Department of Transportation testing laboratory. There will
be charges to collect the material, send it to WSDOT, and test it.
· You stated that the crushed surfacing top course was from Fred Hill Material, Inc.
Because it is not possible to test this material in place, the Department has agreed to
accept certification from Fred Hill Material that it was manufactured from an acceptable
source to WSDOT Specification 9-03.9(3) Aggregate for Crushed Surfacing. Please
provide this certification to the Department.
· The Department will require testing by a certified laboratory to ensure that there is
adequate compaction. This testing should be performed after testing of the gravel base
material. Please arrange for this work to be performed at that time.
· We discussed chip sealing the roads prior to acceptance by the County. Because these
are public rights-of-way and the roads are proposed to be accepted into the road log, this
work can be performed by the County subject to reimbursement by you. This will require a
written agreement between you and the County to do this. Attached please find a copy of
the detailed estimate for chip sealing prepared by Earl Wells. Please note that it is higher
than originally estimated by Mr. Wells at the time of our inspection
· The rights-of.way were dedicated "to the use of the public" on the face of the plat. They
were not dedicated in fee simple. As such they are in effect road easements. The
Department prefers that you transfer them to Jefferson County in fee simple by means of a
statutory warranty deed.
· The centerline of the rights-of-way must be surveyed and monumented by a licensed
land surveyor and the survey filed with Jefferson County.
· Road plan and profile and utility and drainage structure record drawings must be
provided to the Deplll1menl.
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In order to proceed, the Department n~eds your agreement to reimburse the Department
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to County standards.
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We also discussed your intent to open other rights-of-way in this area. As per our
discussion, prior to conducting additional work within County rights-of-way, please
submit road plans and profiles, utility plans, and erosion control plans to the Department
for review and approval. Provision should also be made for material testing and
inspections.
Thank you for your attention to these matters. I look forward to resolving these issues
with you. If you have any questions or if! can be of assistance, please don't hesitate to
contact me.
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Pr . eet Manager
Enclosure
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JEFFERSON COUNTYt:\btol\ ^~Q. -ltH<r.9
DEPARTMENT OF PUBLIC WO'RKS C.t.&Ol~
P.O. Box 2070
1322 Washington 51.
Port Townsend, WA 98368
(360) 385-9160
Klara A. Fabry. Director/County Engineer
MEMORANDUM
TO:
FROM:
Klara Fabry, Public Works Director/C.E.
James W. Pearson, Project Manager;:f ~
February 2, 1996
DATE:
RE:
Request to add platted roads in the Plat ofIrondale Division 6 to County
Road Log; Gene Seton, applicant
The applicant states that he has constructed portions of Elston Aveoue, Lyter Avenue,
Island View Avenue, and Olympic Avenue to County standards. He requests that they be
inspected and accepted for the County Road Log. See attached letter and pial.
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The applicant received approval from the Department to open the rights-of-way. No road
plans were submitted. There was no construction inspection by Public Works staff to
ensure that the subgrade is acceptable and the gravel base and top course are of sufficient
depth and compaction. Earl Welles states that he was on site on two or three occasions at
the applicant's request to advise him regarding specific construction issues, particularly
drainage. He was not inspecting construction and was under the impression that the
Development Review Team was responsible for inspections. He states that there was a
roller on site. Earl noted potential runoff problems along the northerly portion of Olympic
Avenue. The properties on the easterly side of the road slope steeply down to a bluff
approximately 100 feet from the edge of the right.of-way. Earl is coocerned that road
runoff may adversely effect those properties and that future homeowners may request that
the County correct this situation, This could require regrading the road to direct runoff to
the ditch on the westerly edge of the road or constructing a ditch on the easterly edge of
the road. This could in turn require revisions to the drainage system at the tenninus of
Olympic Avenue.
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1 am requesting your input regarding processing this request.
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I propose that DRT inspect the roads to confirm adequate grade, gravel base and top
course depth and width, ditching, drainage, etc. and report back to you.
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PORI' 'l'ClWNSEND, WA. 98368
PH, 360-385-3636
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Jefferson County
Department of Public Works
Mr. Jjm Pearson,
As per our conversation this is to inform you that Prospect View Inc.
has built part's of Elston Ave., Lyter Ave., Island View Ave. and
Olyrrpic Ave. all in division 6 of Irondale to County standands and
would like to have them inspected and accepted for the County Road Log.
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JEFFERSON COUNTY
OEPARTMENT OF PUBLIC WORKS
c/oJeffersonCountyPermitCenler
621SheridanSlreel
Port Townsend, WA 98368
13601379~4S0
1.800.424.5555
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District No. 6
PERMIT
PERMIT.NUMBER 1631
JOB.NUMBER 3RD RENEW
PERMIT.TYPE OPEN RIGHT-OF-WAY
In accordance with all applicable Revised Codes of Washington and amendments thereto, and subject to all the terms. conditions
and provisions written or printed below or on any part of this form. permission is hereby granted to
GENE SETON, 4890 SOUTH DISCOVERY ROAD, PORT TOWNSEND, WA 98368, to:
THE APPLICANT HAS PERMISSION TO OPEN A PORTIONS OF THE COUNTY
RIGHTS-OF-WAY IN THE PLATS OF IRONDALE #4, #5, AND #6 TO COUNTY
ROAD STANDARDS, AS PER THE PROPOSAL SUBMITTED WITH THE THRESHOLD
DETERMINATION FOR THIS PROJECT. THE APPLICANT MAY ALSO CONSTRUCT
ROAD APPROACHS AS PER THE PLANS SUBMITTED.
County Road No. C67R'OCl
Franchise No.
Mile Post "~IOT1S
SPECIAL PROVISIONS:
THE APPLICANT SHALL BE RESPONSIBLE FOR BUILDING AND MAINTAINING,
FOR THE DURATION OF THIS PROJECT, A STABILIZED CONSTRUCTION
ENTRANCE. QUARRY SPALLS A MINIMUM OF 12" DEEP AND HAVE A MINIMUM
WIDTH OF 20 FEET AND A MINIMUM LENGTH OF 50 FEET FROM THE COUNTY
ROAD. THE APPLICANT SHALL'ALSO BE RESPONSIBLE FOR REMOVING
IMMEDIATELY, ANY MATERIAL TRACKED ONTO THE COUNTY ROAD. THE RIGHT
OF WAY SHALL BE LOCATED AND THE CENTERLINE STAKED BY A SURVEYOR
LICENSED IN THE STATE OF WASHINGTON. THE APPLICANT SHALL BE
RESPONSIBLE FOR MAINTAINING THE INTEGRITY OF ALL SURVEY MONUMENTS,
BOUNDARY MARKERS, ETC. THAT MAY BE AFFECTED AS A RESULT OF THIS
PROJECT. ALL MITIGATIVE MEASURES REQUIRED ON THE DETERMINATION OF
NON-SIGNIFICANCE FOR THIS PROJECT SHALL BE COMPLIED WITH.
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A bond in the amount of $ is required for the prolection of Jefferson Coul1lY as set forlh in lhe terms of
the bond, No work shall be done under this pcrmlt until the party or parties to whom II Is granted shall have communicated with
and received Instructions from .JF.FFF.Il1'lotLCOU~'J'Y 1>IIBLIC WORXS This permit shall be void unless the work
hcrein contemplated shall have been completed before -03./.22.,1.9.7----.
In accepting this permll the gmntee, his successors and assigns, agree that any damage or injury done to the property of the
gmlllee or any expense incurred by him through the operation of a contractor, working for the County or any County employee
~hall be at the sole expense of the grnntee, his successors and a~\igns.
--W.-.E-S~--. the under~igned, hereby accepts this permit subject to
thc term~ and conditions as herein set forth.
to
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API'?c:;~t GENE SETON
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For Jefferson County K
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. APPLICATION TO OPEN RIGHT OF WAY
Application Is hereby made for a perm~ to open a JeHerson County right of way. Please describe the right
of way Involved. and the nature of your request, Ie. utility Installation, roadway construction, etc. (attach a
detailed drawing or map end a copy of the plat II applicable).
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DRAWING ATI'ACHED
Applicant Name
W. E. SETON
Address: 4890 S. DISCOVERY ROAD PORI' 'mWNSIOO) WIl. qR1~8
Phone: 206.-385-363~
Signature: /t./~ Z ~ Date: 01/05/93
***...*...******.**.****;tf;.********.*****.****.*~*********lII*****.*'fIo********.***************
PERMIT
SUBJECT TO THE TERMS AND CONDITIONS BELOW, PERMISSION IS HEREBY
GRANTED TO THE APPLICANT TO OPEN THE DESIGNATED RIGHT OF WAY.
ApPLICABLE PROVISIONS ARE' NOTED BY AN (X).
x
Applicant Is authorized to construct a private access road to his or her property In
accordance whh applicable standards for private roads. The right of way will be located and
staked by a licensed land surveyor at the expense of the applicant. The permit does not
prevent other property owners or the general pUblic from using the access road. In the event
users of the road wish to have the road maintained by the county, the users shall, under the
Inspection of the County Engineer, Improve the road to minimum county road standards or
they may form a road Improvement district (RID) per RCW 36.88 to pay for tha costs of
Improvements.
Applicant shall construct a roadway to county road standards. The right of way will b"
located and staked by a licensed land surveyor at the expense of the applicant. After
construction to county road standards, the new road wm be maintained by the county,
SEE ATTACHED SPECIAL PROVISIONS OR MITIGATIVE MEASURES
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RECOMMENDED FOR APPROVAL BY
APPROVED BY
Chairman, Board 01 County Commissioners
Applicant agrees to perform tha work In strict compliance with the terms and conditions set out herein and
any special provisions alloGhed hereto.
DATE
DATE
"
Signature of Applicant
PERMIT EXPIRATION DATE
DATE
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JEFFERSON CUi'
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JEFFERSON COUtlTY
DEPARTMENT OF PUBLIC WORKS
1820 Jetlerson Slreet
POBox 1220
PorI Townsend. WA 98368
12061385.9160
1.800.424.5555
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PERMIT PERMIT.NUMBER 1631
JOB. NUMBER ~
PERMIT. TYPE -ElPEV f>~?T Of' ~
In accordance with all applicable Revised Codes of Washington and amendments thereto, an:!u:.N??1 tW~s: condition
and provisions wrillen or printed below or on any part of this form, permission is hereby granted to
GENE SETON, 4890 SOUTH DISCOVERY ROAD, PORT TOWNSEND, WA 90368, to:
THE APPLICANT HAS PERMISSION TO OPEN A PORTION OF THE COUNTY
RIGHTS-OF-WAY IN THE PLAT OF IRONDALE #5 AND #6 TO COUNTY ROAD
STANDARDS, AS PER THE PROPOSAL SUBMITTED WITH THE THRESHOLD
DETERMINATION FOR THIS PROJECT.
District No. 6
County Road No. C678209
Franchise No.
Mile Post VARIOUS
SPECIAL PROVISIONS:
THE APPLICANT SHALL BE RESPONSIE~E FOR BUILDING AND MAINTAINING,
FOR THE DURATION OF THIS PROJECT, A STABILIZED CONSTRUCTION
ENTRANCE. QUARRY SPALLS A MINIMUM OF 12" DEEP AND HAVE A MINIMUM
WIDTH OF 20 FEET AND A MINIMUM LENGTH OP 50 FEET FROM THE COUNTY
ROAD. THE APPLICANT SHALL ALSO BE RESPONSIBLE FOR REMOVING
IMMEDIATELY, ANY MATERIAL TRACKED ONTO THE COUNTY ROAD. THE RIGHT
OF WAY SHALL BE LOCATED AND THE CENTERLINE STAKED BY A SURVEYOR
LICENSED IN THE STATE OF WASHINGTON. THE APPLICANT SHALL BE
RESPONSIBLE FOR MAINTAINING THE INTEGRITY OF ALL SURVEY MONUMENTS,
BOUNDARY MARKERS, ETC. THAT MAY BE AFFECTED AS A RESULT OF THIS
PROJECT. ALL MITIGATIVE MEASURES REQUIRED ON THE DETERMINATION OF
NON-SIGNIFICANCE FOR THIS PROJECT SHALL BE COMPLIED WITH.
,.
I A bnnd in the amount of $ is required for the prot~ction of Jefferson County as set forth in the terms of
o the bond. No work shall be done under this permit until the party or parties to whom it is granted shall have communicated with
aod reccivcd instructions from .,}.BFFERSON-GGIJN'l"l-PUBl.-IG-WGRKS This permit shall be void unless the work
hcreio contemplated shall have beeo completed before --06 '18 '94 .
In accepting this permit the grantee, his successors and assig~s, agrec that any damage or injury done to the property of the
grantee m any expense incurred by him through the operation of a contractor, working for the County or any County employee
shall be at the sole expcnse of the grantee, his successors and assigns.
to
W..-Bo-SETON--' the undersignr.d, hereby aecepts this permit subject 10
the terms and conditions as herein set forth.
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t\l'rPlicant GENE SETON
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[)ate
F" if2"c.t&(~
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Date
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JEFFERSON COUNTY PERMIT CENTER
621 Sheridan Street, Port Townsend, WA 98368
THRESHOLD DETERMINSTION
AND ADOPTION OF EXISTING
ENVIRONMENTAL DOCUMENT
ADOPTION OF A MITIGATED DETERMINATION OF NON-SIGNIFICANCE
DESCRIPTION OF CURRENT PROPOSAL: The project is to open portions
of Olympic Ave., Lyter Ave., Cascade Ave., Victory Ave., Bayview
Ave., Carnegie Ave., Stomberg Ave., and Andrews Ave. of Irondale
No.6 and Gary Ave., Hilton Ave., Pittsburg Ave., Mclellan Ave.,
willison Ave., Cascade Ave. and Bayview Ave. of Irondale No.5.
PROPONENT: W.E. SETON
LOCATION OF CURRENT PROPOSAL: The project site is located
approximately fur miles southeast of Port Townsend, southerly of
tthe Kala Point community in Irondale No.5 and Irondale No.6.
TITLE OF DOCUMENT BEING ADOPTED: Mitigated Determination of Non-
significance for W.E. Seton.
AGENCY THAT PREPARED DOCUMENT BEING ADOPTED: Jefferson County
DATE ADOPTED DOCUMENT WAS PREPARED: May 14, 1993
DESCRIPTION OF DOCUMENT (OR PORTION) BEING ADOPTED: Mi tigated
Determination of Non-significance to open portions of platted
streets in Irondale No. 5 and Irondale No.6.
IF THE DOCUMENT BEING ADOPTED HAS BEEN CHGALLENGED PLEASE DESCRIBE:
Not applicable.
THE DOCUMENT IS AVAILABLE TO BE READ AT: Jefferson County Permit
Center, 621 Sheridan Avenue, Port Townsend, Washington 98369;
Monday through Friday, 9:00 a.m. to 4:.30 p.m. (360-4463).]
/11.(\1, ArJ( f\J 1\il!..t~sn'7O'J 'Pro'"~QLt A~e. C.C,80 Iccq
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Development RllVle~lfJol\ Au'L. (C'1'!;~
Subdivision, Zoning Roed Approach
& Shoreline Permits Permits & Addresses
(360) 379.4463 (360) 379,4450
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Building Permits
(360) 379,4450
Inspection Hotllno
(360L3"~~:~~,~_____
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Septic Permits
Water Review
(360) 379.4450
, .800-831.2678
FAX: (360) 379-4451
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PURSUANT TO WAC 197-11-600 AND 630, WE HAVE IDENTIFIED AND ADOPTED
THIS DOCUMENT AS BEING APPROPRIATE FOR THIS PROPOSAL AFTER
INDEPENDENT REVIEW. THE DOCUMENT MEETS OUR ENVIRONMENTAL REVIEW
NEEDS FOR THE CURRENT PROPOSAL AND WILL ACCOMPANY THE PROPOSAL TO
THE DECISION-MAKER.
NAME OF AGENCY ADOPTING DOCUMENT: Jefferson County
CONTACT PERSON, IF OTHER THAN THE RESPONSIBLE OFFICIAL: Dennis
Thomason, Associate Planner.
PHONE: 360-379-4463
RESPONSIBLE OFFICIAL: David R. Goldsmith
POSITION/TITLE: Director of Community Services; Acting Responsible
Official for Jefferson County Development Review Division
ADDRESS: 621 Sheridan Avenue, Port Townsend,Washington 98368
DATE: August 23, 1995
i,
C: Washington State Department of Ecology
Washington State Department of Fish & Wildlife
Washington State Department of Natural Resources
Jefferson County Department of Public Works
Jefferson County Health Department
Fire Protection District #1
Jefferson County PUblic UtiUty District #1
Hood Canal Environmental Council
Olympic Environmental Council
Port Townsend-Jefferson County Leader
W.E. Seaton
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W.E. SEATON
MITIGATIVE MEASURES
MITIGATIVE MEASURES:
1. The applicant shall open the roadways in accordance with
, the standards of the Jefferson County Department of
Public Works, and in compliance with any and all
stipulations which shall be stated on permits which the
Department of Public Works shall issue to applicant.
2. A slope/bluff stability assessment performed by a
qualified soils engineer or engineering geologist shall
be conducted to determine whether hazardous conditions
will result from the proposed activity. The bluff
stability assessment shall include recommendations to
minimize identified significant environmental impacts.
3. The proponent shall incorporate into stormwater control
practices the storm drainage criteria of the Washington
State Department of Ecology storm Water Manaaement Manual
(current edi tion) . The ma'nual's "Best Management
Practices" shall be utilized and stormwater control
measures shall be adequate to treat and control runoff.
Temporary erosion control methods for construction
purposes shall be approved by the Department of public
Works and employed during construction.
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I hereby clarify or Change the proposal to inolude the above
mitigative measures to reduce adverse impacts.
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JEFFERSON COUNTY
PLANNING AND BUILDING DEPARTMENT
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1'.0. Bo. 1220
l'ort 1bwnsend, W88hlngton 98368
I'lnlllllllg (206) 385,9140
Building (206) 385.9141
Craig Ward, Director
DATE:
MITIGATED
DETERMINATION OF NON-SIGNIFICANCE
AND LEAD AGENCY STATUS
May 14, 1993
APPLICANT: W.E. Seton
PROPOSAL: Open Right of Way Request: The request is to open
following platted streets in Irondale #5 and #6: Bayview
Avenue, Lyter Avenue between Blocks 153 and 158, Elston
Avenue between Blocks 159 and 160, Elston Avenue
between lots 13-20 in Block 158 and lots 13-24 in Block
161, and Elston Avenue adjoining Block 162 and lying north
of lot 23 in said block. The proponent proposes to open
these streets to county standards.
LOCATION: The project site is located approximately four miles
southeast of Port Townsend, southerly of the Kala Point
community.
MITIGA TIVIMEASURES:
. The mitigative measures are designed to address impacts identified through
the Environmental Checklist submitted by the applicant, field evaluations by
the Planning and Public Works Departments, and public comments
(including that by other agencies). These impacts are:
*
*
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Land modification in an area designated as "unstable".
Storm water run-off during construction and after buildout.
Potential access impacts to the adjacent County road.
County policies which address these impacts are contained in the
1. Jefferson County SEPA Implementing Ordinance
2. Trl.Area Community Development Plan
3. Jefferson County Stormwater Policy No. JCDPW 10-26-1
NOTICBOF LEADAGBNCY: Jefferson County has determined that it is the
lead agency for the above.described proposal.
NOTICE OF NON-SIGNIFICANCE: Jefferson County has determined that the
above.described proposal would not have a probable significant adverse
Impact on the environment, and an environmental Impact statement is not
required under RCW 43.21 C.030(2)(c). This decision was made after review
of a completed environmental checklist and other information on file with the
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Jefferson County Planning and Building Department.
COMMENT PERIOD: This determination is issued pursuant to WAC 197-
11-340(2). Jefferson County will not act on the above-described proposal for
at least fifteen days from' the date of this determination. Comments must be
submitted by June 2, 1993, to the Jefferson County Planning and Building
Department (pO Box 1220, Port Townsend, W A 98368).
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Craig R. Ward, Director
Jefferson County Planning and
Building Department
c: Washington State Department of Ecology
Washington State Department of Wildlife
Washington State Department of Fisheries
Washington State Department of Natural Resources
Jefferson County Public Works Department
Jefferson County Health Department
Point No Point Treaty Council
Hood Canal Coordinating Council
Olympic Environmental Council
Audubon Society
Port Townsend-Jefferson County Leader
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MITIGATIVE MEASURES
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MITIGATIVE MEASURES:
1. The applicant shall open the roadways in accordance with the standards of the
Jefferson County Department of Public Works, and in compliance with any and .
all stipulations which shall be stated on permits which the Department of Public
Works shall issue to applicant.
2. A slope/bluff stability assessment performed by a qualified soils engineer or
engineering geologist shall be conducted to determine whether hazardous
conditions will result from the proposed activity. The bluff stability assessment
shall include recommendations to minimize identified significant environmental
impacts.
3. The proponent shall incorporate into stormwater control practices the storm
drainage criteria of the Washington State Department of Ecology Storm Water
Management Manual (current edition). The manual's "Best Management
Practices" shall be utilized and stormwater control measures shall be adequate to
treat and control runoff. Temporary erosion control methods for construction
purposes shall be approved by the Department of Public Works and employed
during construction.
I hereby clarify or change the proposal to include the above mitigative measures to
reduce adverse impacts.
Date
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Applicant:
Proposal:
Location:
Application:
Checklist:
Notice:
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JEFFERSON COUNTY PUBLIC WORKS DEPARTMENT ~,hR,.Jr''<.JI\K I
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STATE ENVIRONMENTAL POLICY ACf
THRESHOLD DETERMINATION
and
PROPOSED MITIGATION MEASURES
W.E. Seton
W.E. Seton Open Right of Way Request: The request is to open following
platted streets in lrondale #5 and #6: Bayview Avenue, Lyter Avenue
between Blocks 153 and 158, Elston Avenue between Blocks 159 and 160,
Elston Avenue between lots 13-20 in Block 158 and lots 13-24 in Block 161,
and Elston Avenue adjoining Block 162 and lying north of lot 23 in said
block. The proponent proposes to open these streets to county standards.
The project site is located approximately four miles southeast of Port
Townsend, southerly of the Kala Point community in Section
No case number assigned.
The SEPA checklist was submitled on March 26, 1993.
Notice was published in the Port Townsend-Jefferson County Leader April
14, 1993. The site was posted by the applicant on April 14, 1993. Notice of
the pending threshold was mailed to the adjacent property owners on April
30, 1993.
COMMENTS WERE RECEIVED FROM THE PLANNING AND BUILDING
DEPARTMENT AND ARE INCORPORATED IN THIS REPORT.
Earth:
Water:
Plants:
Animals:
The Jefferson County Soil Conservation Survey describes area soils as being
Cassolary sandy loam (CfC), 0-15% slopes, with good drainage, slow to
medium runoff, and a slight to moderate hazard of water erosion, in
combination with Hoypus gravelly loamy sand (HuC). HuC is
characteristically somewhat excessively drained, with rapid permeability, slight
to moderate hazard of water erosion, and slow to medium runoff.
The nearest body of water is Port Townsend Bay, which abuts the coasll/ne
adjoining the pInt. Chimacum Creek lies to the south of the proposal,
approximately 500 feet from the most southerly portions of the project. .
No endangered species have been identified within the scope of this project.
TIle road arens have been cleared of trees in the past and are currently
covered with scrub brush and grasses.
No endangered species have been identified within the scope of this project.
I.and/
Shoreline Use: According to the Jefferson County Comprehensive Plan the site and
surroundillg nren have been designated as SUBURBAN. TIle site and
surrounding area are Oat, with the exception of the abulling bluff nrea.
According to adopted reference maps for Jefferson County (the Coastal Zone
Atlas and lhe County Sub.Area Map for the Tr/-Area), the site is
characterized as an "Environmentally Sensitive Area". TIle CZA Indicates that
the area is unstable and is in the vicinity of an "Unstable Old Slide"; the sub.
area map also show the area to be considered unstable with former landslides.
Transportallon: 'nle proponent slales Ihnt all opened streets will be broughl to minimum
county road standard In accordance with Public Works requirements.
I'ubllc Services: No COmmenls have been submitted by the local fire dIstricts or emergency
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Based on review of the Environmental Checklist and other available material and inspection
of the site, the Public Works staff recommends that the Responsible Official consider the
following potential significant environmental impacts:
Land modification in an area designated as "unstable".
Storm water run-off during construction and after buildout.
Potential access impacts to the adjacent County road.
StalT Recommendations:
The Public Works Department recommends issuance of a Mitigated Determination of Non-
Significance.
Proposed mItigation measures:
The following mitigative measures are proposed by the Public Works staff for consideration by
the Responsible Official.
· The applicant shall open the roadways in accordance with the standards of the Jefferson
County Department of Public Works, and in compliance with any and ail stipulations which
shall be stated on permits which the Department of Public Works shall issue to applicant.
· Provisions of the Jefferson County SEP A Implementing Ordinance indicated that a geologic
investigation should be done prior to any land modification. A slope/bluff stability
assessment performed by a qualified soils engineer or engineering geologist should be
conducted to determine whether hazardous conditions will result from the proposed activity.
The bluff stability assessment should include recommendations to minimize identified
significant environmental impacts.
· The proponent should incorporate into stormwater control practices the storm drainage
criteria of the Washington State Department of Ecology Storm Water Management Manual
(current edition). The manual's "Best Management Practices" should be utilized and
stormwater control measures should be adequate to treat and control runoff. Temporary
erosion control methods for construction purposes shall be approved by the Department
of Public Works and employed during construction.
Support In!! Policies
This recommendation is supported by the following adopted Board of County Commissioners
policies:
1. Jefferson County SEPA Implementing Ordinance
a. Proposed actions within environmentally sensitive areas should be managed according
to the severity of natural characteristi~s and constraints;
b. Property owners, prospective property owners, Bnd the general public should be
Informed about the potential hazards in environmentally sensitive areas;
TIle existing vegetative cover should be maintained on 011 project sites to the greatest
extent feasible. Where removal of vegetation is necessary, a reasonable effort should
be made to replant vegetative cover, stabilize the soli, and prevent erosion;
d. Site restoration should be provided if land surface modifications violate these
adopted policies or if construction does not ensue within a reasonable period of
time; and
c.
All possible efforts should be made to ensure that land surface modifications would
not induce excessive erosion, destablize adjacent lands, or necessarily scar the
landscape.
f. In areas of former or active landslides and along slopes determined to be unstable,
no land modlficntion or related activities should occur without a favorable geologIc
Investigation demonstrating that hazardous conditions do not exIst or Ihat mltlgallve
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techniques can be used to endure safety to life and property. The geologic
investigation should be prepared by a qualified soils engineer or engineering
geologist.
2. Tri-Area Community Development Plan
a. Developments should not occur within geologically unstable areas, unless structural
stability can be assured.
b. Developments along shorelines should follow the appropriate policies and
performance standards contained in the JelTerson.Port Townsend Shoreline
Management Master Program.
3. JelTerson County Stonnwater Polley No. JCDPW 10-26.1
a. The Department of Public Works shall use the current edition of the Washington
State Department of Ecology Storm Water Management Manual. and the
Washington State Department of Transportation Hil!hway Hvdraulics Manual for
determining the applicable design standards.
Determination of Responsible Official
I have reviewed and considered the referenced proposal, the environmental checklist, public
comments, other available material, and the Public Works Department's staff recommendation.
I hereby:
U issue a Determination of Non-significance.
[rrrssue a Mitigated Determination of Non.significance.
U issue a Determination of Significance.
1I determine that I do not have sufficient information upon which to make a threshold
determination and direct Public Works staff to obtain additional Information on the
proposal.
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JEFFERSON COUNTY
PLANNING AND BUILDING DEPARTMENT
I~O. Box 1220
Port Thwn,end, Washington 98368
I'lnlllllllg (2116) 385.11140
Building (206) 385.9141
JEFFERSON COUNTY COURTJlOUSE
Craig Ward, Director
DATE:
MITIGATED
DETERMINATION OF NON-SIGNIFICANCE
AND LEAD AGENCY STATUS
May 14, 1993
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APPLICANT: W.E. Seton
PROPOSAL: Open Right of Way Request: The request is to open
following platted streets in Irondale #5 and #6: Bayview
Avenue, Lyter Avenue between Blocks 153 and 158, Elston
Avenue between Blocks 159 and 160, Elston Avenue
between lots 13-20 in Block 158. and lots 13-24 in Block
161, and Elston Avenue adjoining Block 162 and lying north
of lot 23 in said block. The proponent proposes to open
these streets to county standards.
LOCATION: The project site is located approximately four miles
southeast of Port Townsend, southerly of the Kala Point
community.
MITIGA TIVIMEASURES:
The mitigative measures are designed to address impacts identified through
the Environmental Checklist submitted by the applicant, field evaluations by
the Planning and Public Works Departments, and public comments
(including that by other agencies). These impacts are:
Land modification in an area designated as "unstable".
Storm water run-off during construction and afler buildout.
Potential access impacts to the adjacent County road.
County policies which address these impacts are contained in the
*
*
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I. Jefferson County SEPA Implementing Ordinance
2. Tri-Area Community Development Plan
3. Jefferson County Stormwater Policy No. JCDPW 10-26-1
NOTICE OF LEAD AGENCY: Jefferson County has determined that it is the
lead agency for the above-described proposal.
NOTICE OF NON-SIGNIFICANCE: Jefferson County has determined that the
above-described proposal would not have a probable significant adverse
impact on the environment, and an environmental impact statement is not
required under RCW 43.2 I C.030(2)(c). This decision was made after review
of a completed environmental checklist and other information on file with the
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Jefferson County Planning and Building Department.
COMMENT PERIOD: This determination is issued pursuant to WAC 197-
11-340(2). Jefferson County wiIlnot act on the above-described proposal for
at least fifteen days from'the date of this determination. Comments must be
submitted by June 2, 1993, to the Jefferson County Planning and Building
Department (PO Box 1220, Port Townsend, W A 98368).
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Craig R. Ward, Director
Jefferson County Planning and
Building Department
c: Washington State Department of Ecology
Washington State Department of Wildlife
Washington State Department of Fisheries
Washington State Department of Natural Resources
Jefferson County Public Works Department
Jefferson County Health Department
Point No Point Treaty Council
Hood Canal Coordinating Council
Olympic Environmental Council
Audubon Society
Port Townsend-Jefferson County Leader
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JEFFERSON COUNTY
DEPARTMENT OF PUBLIC WORKS
1820 Jefferson Street
PO, Box 1220
Port Townsend. WA 98368
(206) 385-9160
Gat I' A. Rowe. RE.. alrector
Robert G. Nesbitt. RE.. County Engineer
NOTICE OF PENDING SEPA THRESHOLD DETERMINATION
FOR
APPLICATION TO OPEN RIGHTS OF WAY
GENE SETON, PROPONENT
NOTICE IS HEREBY GIVEN that Gene Seton has applied for approval to open the
following platted streets in Irondale #5 and #6: Bayview Avenue, Lyter Avenue between
Blocks 153 and 158, Elston Avenue between Blocks 159 and 160, Elston Avenue
between lots 13-20 in Block 158 and lots 13-24 in Block 161, and Elston Avenue
adjoining Block 162 and lying north of lot 23 in said block. The proponent proposes to
open these streets to county standards. The proposal is subject to environmentpJ review
and threshold determination under the State Environmental Policy Act (SEPA).
Information on the environmental review is available from the Jefferson CO'Jnty
Department of Public Works (PO Box 1220, Port Townsend, WA 98368). Comments
concerning SEPA environmental review of this proposal must be submitted to the
Department of Public Works by TIlURSDAY, APRIL 2!), 1993.
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JEFFERSON COUNTY
DEPARTMENT OF PUBLIC WORKS
1820 Jefferson Street
p.o, Box 1220
Port Townsend. WA 98368
(206) 385-9160
Gary A Rowe, PE.. Dlfector
Robert G, Nesbilt, PE.. County Engineer
MEMORANDUM
FROM:
DATE:
Department of Public Works
May 10, 1993
SUBJECT: SEPA Review, W.E. Seton Open-right-of-way Permit: lrondale
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Upon review of the environmental checklist for the above referenced project, the
Jefferson County Department of Public Works has identified the following
environmental impacts:
Section 20 of the checklist refers to Water Run-OlT (including storm water). This
impact is addressed by the policies in the JelTerson County Implementlnl!
Ordlnnnce: State Environmental Pollcv Act.
The proponent should Incorporate Into stormwater control practices the storm
drainage criteria of the Washington State Department of Ecology Storm Water
Manal!ement Manual (current edition). The manual's "Best Management
Practices" should be utilized and stormwater control measures should be
adequate to treat and control runolT.
Temporary erosion control methods for construction purposes sholl be approved
by the Deportment of Public Works and employed during construction.
Section 70 of the checklist refers to Transportation (new roods or Improvements to
existing roods). This impnct is addressed by the policies of the .JelTerson County
Comprehensive Plan. Chapter 7: GOALS AND POLICIES. Transnortatl2lLll.n.lt
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The department advises that the following mitigation measure be Implemented to
alleviate the impact:
The proposed roadways sholl be constructed to the standards of the Jefferson
County Department of Public Works. All plans and speclneatlons required shall
be submllled, reviewed and approved by the Department of I)ublle Works prior
to construction.
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rile Department of Public Works reviews the checklist only for impacts associated witll
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issues within the scope of its regulatory authority. We do not represent that the above limits
potential impacts in areas of concem
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MAR 2 6 1993
JEFFERSON COUNTY
JEFFERSON COI'
ENV:I:RONMENTAL CHECKL:J:'BT "'-
The Stete Envtronl8ntel Polley Act (SEPAl. RCH U.2tC. requIres all vovern~entel evenctes to consider the envtronmentel I,peet.
of e proposal before liking decistons. An environmental f.peet .tatelll!nt (EIS) lust be prefared for all proposals with probable
sfgnlflcant adverse hpaet' on the quality of the envfronMent. The purpo,e of this eilflekl st Is to provide fnforoetton to help
you and the agency Identify Impact, frO<l your propo,al; reduce or avoid I.peets froe the proposal. If it can be done; and help
the aveney decfde whether an EIS Is requtred. '
PROPONENT:
ADDRESS:
W. E. SE'IDN
4890 S. DISCOVERY ROAD, PORT 'lUWNSEND, WA. 98368 .
TELEPHONE: (home) 385-3636
385-2159
(business)
AUTHORIZED REPRESENTATIVE/CONTACT:
W. E. SE'ION
ADDRESS:
4890 S. DIS:::OVERY ROAD, PORT 'lUWNSEND, WA. 98368
TELEPHONE: (home)
385-3636
385-2159
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(business)
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This checklist asks you tc. describe some basic information about your proposal. The
questions apply to the entire proposal, including those phased over a period of time
or on separate parcels of land.
Answer each question accurately and completely to avoid unnecessary delays in
processing this checlc1ist. If you do not know an answer, write "unknown," or if a
question does not apply, write "not applicable."
Answers to some questions may requirl! special expertise or technical assistance from
quaUfied persons. The cost of obtaining such information is the responsibility of the
proponent.
Attach any additional information (reports, studies, maps, illustrations, leases, permits,
etc.) that may further describe the proposal or be required by Jefferson County.
Contact the .1efferson County planning and Building Department for assistance in
completing the checklist and for information on the administrative procedures for its
pro.cessing.
PLEASB PRIN'l' IN INK OR TYPE EACH ANSKBR. DO NOT WRITE IN THE AREA DBSIGNATED
"EVALUATION."
PROPOSAL AND PROPERTY DESCR:I:PTXON
PROPOSED PROJECT DESCRIPTION (include all factors that will give an accurate
understanding of its scope and purpose): .J
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Within tho platted area south of Kala Point, Irondale #6. ClBar street right-of-way
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in pnrts of the fOllowing Rtreetsl Bayview Ave.. Caseooe Ave., Andrew Ave.,
Victory AVO., Stranbcrg Ave.. Carnegie AVO. and Lyter Ave.
For tree ranoval.
Construc~ r~ads to County standard with
undorground uti1itios.
to
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PROPERTY AND AREA DESCRIPTION:
Address:
None
Legal (from property tax' statement): Lot:
Subdivision: Irondale #6
Quarter Sections: N~
Block:
Tax Parcel:
Streets
Section:
35
30
Range: 1 W
Township:
Tax Number:
None
Land Area (dimensions): Part of streets in App. 40 A
Describe the location, physical characteristics, and extent of land area to be
affected; include all factors that will give an accurate understanding of the
property and its environment:
Open part of the streets in plat of Irondale #6
SCHEDULE (beginning and ending dates of the proposal, including phases):
January 25, 1993 March I, 1993 :1
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OVERALL PLAN (describe future additions, expansions, or related activities or plans by
others that may affect the proposal):
None
REQUIRED APPROV~LS (allloca1, state, and federal approvals required for the completions
of this proposal and if any approvals are pending that are related to the proposal):
N/A
ENVIRONMENTAL DATA (any ,existing or proposed environmental information such as
studies or documents related to the proposal):
N/A
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KARTK
BVALUATION
1.
Check the item that describes the site:
o flat 0 'rolling 0 hilly 0 steep slopes
o mountainous 0 other: Gentle slooe
What is the steepest slope on the site? Identify thll
approldmate percent of the slope: lO%
What general types of salls lIt'e found on the site
(sand, gravel, peat, muck)? If you know the
classificatiqn of agricultural solls, specify them and
note any prims farmland: Clay, Sandy Loam
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Are there surface indications or a history of
unstable solls in the immediate ViCinity? If so,
describe them:
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Describe the purpose, type,
quantities of any fllling or
Identify the source of the fID:
MIa
and approximate
grading proposed.
6.
Could erosion occur as a result of clearing,
construction, or use? If so, generally describe it:
MIA
7.
About what percent; of the site would be covered with
impervious surfaces after construction ot the
project (that is, asphalt or bu1ldings)?
N//l.
8.
Describe proposed measures to reduce or control
erosion or other impacts to the earth, it any:
Erosion & sedimentation control plan will be developed
to the standards of the WA St. DOE Storm Water Management
Manual and submitted for approval.
D
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What types of emissions to the air, it any, would
result from the proposal during construction and
when the project is completed (dust, car odors,
industrial wood smOke)? Generally describe and give
approltimate quantities, if knownr Dust alld Equipment
odors durinq c1earinq operations.
10.
Are there any oft-site sources of emissions or odors
that may affect your proposal? It so, generally
describe theml
N/A
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11. Describe proposed measures to reduce or contorol
emissions or other .impacts to the air, if any:
All eauipment will be in aood workina order.
WATER
Surface Water
12. . Is there any surface water i?ody on or in the
.immecUate vicinity of the site, including year-round
or seasonal streams, salt waters, lakes, ponds, and
wetlands? If yes, describe the type and provide
names. If appropriate, state what stream or river it
flows into:
Port Townsend Bay
13. Will the project require any work over, in, or
adjacent to the described waters (within 200 feet)?
If yes, describe the work and attach available plans:
.N/A
14. Estimate the amount of fill and dredge material that
would be placed or removed from the surface waters
or wetlands and incUcate the area of the site that
would be affected. Identify the source of the fill
material:
N/A
15. Will the proposal require surface water withdrawals
or diversions? Give a general description and
identify the purpose and approximate quantities, if
known :
N/A
16. Does the proposal lie within a laO-year flood plain?
If so, note the location on the eite plan:
N/A
17. Does the proposal involve any discharges of waste
materials to surface waters? If so, describe the
type of waste and anticipated volume of discharge:
N/r.
Ground Water
18.
Will ground water be withdrawn or w.t.ll water be
discharged to ground water? Give a general
description and identity the purpose. and
approximate quantities, if known:
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EVALUATION
19. Describe the waste material that would be discharged
into the ground from septic tanks or other sources,
if any (domestic sewage; industrial wastes and
chemicals contained: agricultural wastes). Describe
the general size of the system; the number of such
systems; the 'number of houses to be served, if
applicable. or the number of animals or humans the
system(s) is expected to serve:
N/"
Water Run-Off
(~ncluding storm water) .
20. Describe the source of run-off, including storm
water. Describe the method of collection and
disposal, 'if any, including any known quantities.
Where will this water flow? Will this water flow into
other waters? If so, describe it: Rainfall will fall
onto the paved surface and run 1nto sandy road
o1tcnes.
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waters? If so, generally describe how:
No waste will be introduced.
22. Describe proposed measures to reduce or control
surface, ground, and run-off water impacts, if any:
No increase in off-site discharge of surface
water.
PLANTS
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23. Check the types of vegetation found on the site:
Deciduous tree: G alder 0 maple 0 aspen
o other:
Evergreen tree: Gl fir 0 cedar 0 pine
o other:
CSl Shrubs 0 Grass 0 Pasture 0 crop/Grain
Wet Soil Plants: 0 cattail 0 buttercup
o bulrush 0 skunk cabbage
o other:
Water Plants: 0 water lily 0 eelgrass 0 milfoil
o other:
Other:
25.
Liet threatened or endangered species known to be
on or nellr the site: Not aware of any
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What ltind and amount of vegetation would be removed
orllltered? That within the street Riqht-of-Way
to
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26. Describe the proposed landscaping, use of nature
plants, or other measures to preserve or enhance
vegetation on the sUe, if any:
N/A
ANIMALS
27. Check any birds and animals that been observed on
or near the site or are known to be on or near the
site:
Birds: 0 hawk 0 heron 0 eagle ~ songbirds
o other: ?
Mammals: 0 deer 0 bear 0 elk 0 beaver
o other:
Fish:
o
o bass
shellUsh
o salmon
o other:
o trout 0 herring
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28. List any threatened or endangered species to be on
or near the sUe: Not aware of any
. 29. Is the site part of a migration route? If so, how?
Don't think so.
30. Describe proposed measures to preserve or enhance
wHdHfe, if any:
N/A
ENER13Y AND NATURAL R.ESOURCES
31. What kinds of energy (electric, natural gas, oH, wood
stove, solar) would be used to meet the completed
project's energy needs? Describe whether it would
be 'used for heating, manufacturing, etc.:
N/A
32. Would the project affect the potential use of solar
energy by adjacent propel'ties? If so, generally
describe the affect:
No
33, What kinds of energy conservation features are
included in the plans of this proposal? List other
proposed measures to reduce or control energy
impacts, if any:
N/A
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34. Are there any environmental health hazards,
including exposure to toxic chemicals, risk of fire
and explosion, spill, or hazardous waste, that could
occur as a result of this proposal? It so, describe
the hazards:
No
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EVALUATION
35. Describe special emergency services that might be
required:
N/A
36. Describe proposed measures to reduce or control
environmental health hazards, if any:
N/A
NOISE
37. What types of noise exist in the area that may
affect your project (traffic, equipment, operations)?
N/A
38. What types and levels of noise would be created by
or associated with the project on a short-term or a
long-term basis (construction, traffic, operation)?
Indicate what hours noise would come from this site:
Short term: Construction Equipment
Long term: N/A
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39. Describe proposed measures to reduce or control
noise impacts, if any:
Maintain equipment
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LAND AND SHORELINE USE
40. What is the current use of the site and adjacent
properties? Undeveloped Plat
41. Has the site been used for agriculture? If so,
describe the use:
No
42. Describe any structures on the site:
N/A
43. 'Will any structures be demolished? If so, what
structures?
N/A
44. What is the current comprehensive plan or community
development plan designation of the site? Identify
the plan: Comp plan Residential
45. If applicable, what is the current Shoreline Master
Program designation of the site?
N/^
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45. lias any part of the site boen classified as an
"environrnentally sensitive" area? If so, specify the
part:
No
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EVALUATION
47. Approximately how many people would reside or work
in the completed project? N/A
48. Approximately how many people would the completed
project displace? Nil"
49. Describe proposed meaElures to avoid or reduce
displacement impacts, if any:
N/A
50. Describe proposed meas.ures to ensure the proposal
is compatible with existing and projected land uses
and plans, if any: Conforms to Tri-Area comp.
plan.
HOUSING
51. Approximately how many units would be provided, if
any? Indicate whether the housing is high, middle,
or low income:
N/A
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eliminated? Indicate whether the housing is high,
middle, or low income:
N/A
53. Describe proposed measures to reduce or control
housing impacts, if any:
N/A
ABSTHETICS
54. What is the tallest height of any proposed
structure(s), not including antennas? What is the
principal exterior building material(s) proposed?
N/A
55. What views in the immediate vicinity would be altered
or obstructed? Some water views partiallY opem,d
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56. Describe proposed measures to reduce or control
aesthetic impacts, if any: Clear only in RIght-of-Way
LIGHT AND GLARB
57.
What type
produce?
occur?
N/A
of light or glare would the proposal
What tima of the day would it mainly
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58. Could light or glare from the finished project be a
safety hazard or interfere with views?
N/A
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EVALUATION
59. What existing off-site sources of light or glare may
affect your proposal?
N/A
60. Describe proposed measures to reduce or control
light and glare impacts, if any:
N/A
RECREATION
61. What designated and informal recreational
opportunities are in the immediate vicinity?
Old Fort 'Townsend state Park
62. Would the proposed project displace any existing
recreational uses? If so, describe the displacement:
No
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63. Describe the proposed measures to reduce or control
impacts on recreation, including recreational
opportunities to be provided by the project or
proponent, if any:
N/T>.
HISTORICAL AND CULTURAL PRESERVATION
64. Are there any places or objects listed on or
proposed for national, state, or local preservation
registers known to be on or next to the site? If so,
generally describe them:
N/A
65. Generally describe any landmarks or evidence of
historic, cultural, archaeological, or scientific
importance known to be on or next to the site:
N/A
66. Describe proposed measures to reduce or control
impacts, if any:
N/A
TRANSPORTATION
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67, Identify public streuts and highways serving the
site and describe the proposed access to the
existing streot system. Show on the site plan.
Prospoct Avenue ends in the site.
navview Avenue to Kala point Drive.
68.
Is tho site currently served by public transit? It
no, what is tho approximate distance to tho nearest
transit stop?
No 2 1/2 milos
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EVALUATION
69. How many parking spaces would the completed project
have" How many would ~he project eliminate?_
N/A
70. Will the proposal require any new roads, streets, or
improvements to existing roads or st.l'eets, not
including driveways? It so, generally describe them,
indicating whether they are public or private:_
Openinq of parts of Bavvi~w, Elston, Olympic
and Lyter for local access and service roads.
71. Will the project use water, r.ail, or air
transportation, or occur in the Immediate vicinity of
these facilities? If so, generall\' describe the use:
N/A
72. How many vehicular trips per day would be generated
by the completed project? If known, indicate when
peak volumes would occur: Proposed initial project of
26 building sites which will create 260 ADT.
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. Describe propossd measures to reduce or control
transportation impacts, if any: All raods to be developed
to Jefferson County PUbliC worKS standardS.
PUBLIC SERVICES
74.
Would the project result in an increased need for
public services (fire protection, police protection,
health care, schools)? If so, generally describe the
resul~: Yes. Fire protection, Police protection,
Ambulance, etc.
75.
Describe proposed measures to reducl! or
direct impacts on pUblic 13ervices, if any:
project will meet all requirements
to the need--ror-piil5T.J:c servrC'es'.
control
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UTILI'l'IES
Check which utilities are currently aWJllable at the
site:
o water 0 electricity 0 natural !las
o refuse service 0 telephone 0 septic system
o sanitary sewer 0 othe1.':_~__
77. Describe the util1t1es that are proposed for the
project, the utility providing the sel'vice, and the
general construction activities on the site or in the
immediate vicinity that might be needed:
N/A
76.
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AOKNOWLEDGEMENT
I acknowledge that all tnforfatlon provIded In thf. checkl11t and all attached eaterfal 11 true and correct to the but of IY
knowledge. I understand the leed agency f. relytng on tht. lnfumtlon to like Its deci.fon. In addItion, I undorltaod thet
rev few under SfPA dOli not uonstttute ap~rovel of a proposal: cOMpHance wilh looal, .tate, and fedm rlgulatlons appllcable
to the prcpoul Ihell conltilute epproval. (Check with approprlatu agenctll to deter~lne whet emove" ere required.) SEPA
epproval 11 bued on thl tnforeatfoo I heve provIded. If found inaccurate, approval could bn withdrawn.
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STATE OF WASHINGTON
COUNTY OF JEFFERSON
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In tbe Malter 0(:
Updating the Official Cnunty Road Log:
Norrb Andrew Avenue and El1sr Island
View Avenue
90-99
Resolution No.
WHEREAS, Ihe following roads have been established as Public Rights.of.Way in the Plat of
Irondale Division 6; and
WHEREAS, the following roads have been constructed to the standards of the Jefferson County
Department afPublic Works; and
WHEREAS, the following roads will be maintained at public expense; and
WHEREAS, the Official County Road Log is filed in the County Engineer's Omce;
NOW, THEREFORE BE IT RESOLVED, that the County Engineer is hereby direcled to make th.
following addition to the Omcial County Road Log:
Road Section! Milepost
~ ~ TownshiDlRanlZe ~ In1mlli
680909 North Andrew Avenue S35, T30N, RI W. 0,12.0.24 Prospect Avenue,
C.R. No. 680609;
M.P. I,Og Lefi
689209 Ell.Sllsland View Avenue' S35, T30N, RI W. 0.00 . 0,24 Kala Point Drive,
C.R. No. 679109;
M,P. 0.12 Right
ADOPTEDTHIS_~DAYOF ?/i=lI!.J;~j~ ,1999.
JEFFERSON COUNTY
BOARD OF COMMISSIONERS
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(ExcUllJd Abunc.)
Richard E. Wajt, Member
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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
MDIORANDUM
TO:
Jefferson County Board of Commissioners
FROM:
Frank Gifford, Public Works Director / County Engineer Interim
DATE:
October 26, 1999
RE:
County Engineer's Report; Acceptance of roads constructed within the Plat
of lIondale Division 6
Mr, Gene Seton was authorized by the Department to open platted public rights.of-way and
construct the following roads within the Plat of lIondale Division 6:
· East Island View Avenue adjoining Blocks 134, 135, 141.144, 150-153 and
· North Andrew Avenue ~djoining Blocks 134 and 142,
The Department has inspected the roads and detennined that wlr, Seton has constructed them to the
following adopted County standards: Compacted sub grade, 6 inches of compacted gravel base, 2
inches of compacted crushed surfacing top course; 18 feet wide traveled way with 2 feet wide
gravel shoulders, wlr, Seton has also placed street signs and stop signs,
General Testing Laboratory has tested the gravel base and top course material and certifies that they
meet WSDOT specifications and the required compaction,
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Mr. Seton proposes to reimburse the County for chip sealing the roads, The Department estimates
that this will cost 513,962,00, This estimate includes the actual cost of work plus a 15% .
administrative fee, 1vlr, Seton proposes to have a licensed land surveyor provide plan and profile
record drawings of the roads and monument the centerlines as per Department standards, He
proposes that the County accept these roads for inclusion in the road log, An agreement that
formalizes this proposal accompanies this report.
to
[n addition to constructing these roads, wlr, Seton has constructed a water system that will serve the
area, The platted lots served by these roads are being developed with single family residences.
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[n consideration of the above, [recommend that the Board of Commissioners approve the
agreement with Mr, Seton, accept the roads for inclusion in the road log, and adopt the resolution
authorizing the Department to chip seal the roads,
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STATE OF WASHINGTON
COUNTY OF JEFFERSON
In the matter of:
Creating a County project
designated as CR 1494.
RESOLUTION NO, 39-00
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IT IS HEREBY RESOLVED that North Andrew Avenue, County Road No. 680909, for 625' L.F" be
improved as follows:
Grade and resurfacing existing l!1'avel surface with a bituminous surface,
IT IS FUHHER RESOL VED that an appropriation from the officially adopted road fund budget and based on
the County Engineer's estimate is hereby made in the amounts and for the purpose shown:
PURPOSE PREVIOUS Al'PROPRlA TION PRESENT APPROPRIATION
Engineering $----1 $~
Right of Way
Acquisition $----1 $~
Sub. Total $----1 $~
Construction: $----1 S8425.75
TOTAL $----1 S8424.75
XXX The project is hereby made a part of the officially adopted annual road program in accordance with R.C,W.
36.81.130.
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_ This project is included in the officially adopted annual road program as Item No,_.
IT IS Fl;RTHER RESOLVED that:
_The construction is to be accomplished by contract in accordance with R.C.W. 36.77.020 et. seq,
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XXX The construction is to be accomplished by County forces in accordanc'. with R.C.W. 36,77.065 and W.A.C.
136.18,
PASSED A.'iD ADOPTED TIDS
Glen Hunnngford, M er
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Lorna L. Dela:,ey, Clerk of the Board d-
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Dlil'AIlTMI!NTOF 1'1I111.1C WOIIKS
I'IWJI!CT I!STIMATli WORKSIII!I!T
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N OEsCRIPrJON COST Ps&E R/W C. E. CONTRACT DAY LABOR YEARS 2000 YEARS
.10 Saliuics S898 S898
,12 ()vcllulll~ ------10
,10 Uclll'rllS - TsU4 sB'1
.31 Su J liteS SlOB9 Sl6U9
.41 Ploft!>>~iurMI SClvlws SO --
.4'1 r'dvd to
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F EIIUillllll'llllhollllitl II 109 SI309
..16 Itl! Jail s & MCiilllcniillCl! SO
..19 CWIIIIII enrv/AJ/Ililli~trjtliun 11 ~H T19'14
.51 Inteu 0'1. PlUf. Sclvircs <0
,(,1 I dlUl/niqhl (Jf WilY - $0 -
#- UllIlllU11)!t& SIIIILIIIICS $0
,I,'j OUIl.:1 IIIIPllIvclllt:lll!>> $n
,M tllll lIille/v. & fquilllllclll $n
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PROJECT f'IlNOING PRIOR YEAR REMAINING ",.
SOUIlCE AMOUNT YEARS 2000 YEAJls I",.
I OrAl." _$0,415 -\0 415 PROJECT MANAGER:
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-- RESOLUTION REQUJIlW?
YES NO
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i'i.JlTlIAL
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ENGINEERS ESTIMATE (DAY LABOR FORCES)
N. Androw Avenue
595 Roimbursablo Project No. CR1494.Gono Soton
County Road No, 680909
M.P..12 to M.P. .24
Prepared by: MAL
ALP
Date PreCareCl"
la.Apt.CO
UNIT
UNIT QUANTITY PRICE AMOUNT
L,5 10% OF ITEMS 1 throuQh 14 527922
HR5, 4 528,00 5112,00
HR5, 4 529,00 5118.00
HR5, 4 525,00 5100,00
HR5, 4 529.00 5116,00
HR5. 4 545,00 5160.00
HR5, 4 529,00 5116,00
HR5, 3 535,00 5105.00
HR5, 3 529,00 587,00
HRS, 3 575,00 5225,00
Hr<s. 3 529,00 587,00
HRS, 3 529,00 58700
HRS, 3 525,00 575,00
HRS, 3 52900 587,00
HRS 3 522,00 566,00
HRS, 3 529,00 587.00
HRS, 3 522,00 586,00
HR5, 3 52900 587,00
HRS, 3 522.00 566,00
HRS, 3 529,00 587,00
HRS, 3 522,00 566,00
HRS, 3 529,00
HRS, 3 522.00
HRS, 3 529,00
HRS, 3 529,00
HRS, 14 512.00
SUM LABOR ANO EQUIPMENT I"A")
GAL,
TCN
1936 51.50
52 515.10
SUM SURFACING I"B")
52,50400
illUQ
S3.689,20
4
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SUM LABOR ANO EQUIPMENT ANO SURFACING MATERIAL I"A". "S")
Conl1nQencl ~ 15%
AdminIstration m , 5%
REIMBURSABLE COST ESTIMATE IMob./mlnJlqulp. & .urflclne mllDrllllllC)
625 L.F, 01 Andrew Avenue County Road No, 680909
S6.481.42
5972,21
1972,21
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DEPARTMENT OF PUIlLlC WORKS
PROJECT ESTIMATE WORKSllEET
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PIWJECT NAME: Andrew Avenue/I'rivle Ro.d ROAD H
BARS BASUB:
PROJECT NO,:
f!~Jf( .lk'
PRIOR
YEARS
1.:1~
...q'l
REMAINING
YEARS
OBJ, PROJ.
H OESCRIPTlON COST
.10 S.,.,ies $594
,12 Olo<!rlimo $0
20 Bonofll. $329
,31 SUMlies $2354
A 1 Professional Sm~ees $0
43 Tra"'" $0
,44 1Id"",lislnn $0
~45 lal $0
A6 lonaneo $0
A9 $706
.51 InloJOev, Prof. Sar.1Cl!S $0
61 LandlRi hi of Wav $0
62 Bulldlno. & Slruel"'l!S $0
03 Olhm ""o",.."m9Ol. $0
G4 MachlnoN & Enlllnmonl SC
OS Conslruclion Projocls $0
,01 InlO/hllld P,of, S"~el!S $0
,05 Inlmfllnd E ul mOl1I Ronlal ${l94
TOTAL $<\079
PROJECT FUNDING
SOURCE
,eflAl. ;r<J!.fl"f;SI,.u~~JE
01" ,rlirels 3 '"!I''' of lab", & "'l"lr'""'" ,,,,,'nl,,,'h
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WORK BREAKOOWN ."
PS&E RIW C.E.
CONSTRUCTION
CONTMCT DAYLABOR
$594
$329
$2 354
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", ~0\''1
$708
.,,,11
$(l94
$0 079
REMAINING
YEARS
tofH
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$0
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PRIOR
YEARS
AMOUNT
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18970 Third Avenue NE P.O. Box 1586
Poulsbo, Washington 98370
(360) 779-9196 or Toll Free (888) 898-8378
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MOISTURE-DENSITY RELATIONS OF SOILS REPORT
Client:
Project:
Contractor:
Dare Sampled:
11.&. Seton
Island View Lane
7119/99
Date Tested:
FIELD DATA:
Source ofMateriaJ:
Locotion Sampled:
Area Representing:
IlIIJlOrt - Fred Bill
Roadway
rop Course
LABORATORY:
Mox, Density
Dry: 133.3
Optimum
Moisture: 5. I
Lbs.lCu. Fl.
%
Soil: Type &
Color: Gray 5/8" Kinus Crushed
Test
'I'CCilic.110IlS: D-1557-91-C
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Cylinder 6 " Hammer 10 Lbs.
Drop 18 -1- Layers
Tcsled By' SteDhen Blanev
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7121/99
Report Number:
Project Number:
Test Number:
Dale Reported:
I
B-9086
...2,9-07-0670
7/23199
I MOISTUIIE .. OF DRY WEICHT I
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18970 Third Avenue NE, P,O. Box 1586, I'oulsbo, W A 98370
CLIENT: L.V.~~"""":I_
PROJECT: EL;JJJ) 1/)(",,} K~I)),"H'I
CONTRACTOn: StJ'h7AI
IN.PLACE \)ENSITY METHOD: ( ) ASTM \).1556 ( ) \).2922
Snlldcolle Nuclenr
CONTRACTN:
DATE:
7-1<}.99
PAGE -.L OF L..
REPORT N:
pnOJECT N: B J 9(J 8'l:
SUo.CONTRACTOR:
MAXIMUM DENSITY
TEST METHO\):
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STATE OF WASHINGTON
COl'NTY OF JEFFERSON
In the matter of:
An Agreement to Establish
Public Roads in the Plat of Irondale
Division 6
This agreement made and entered into this r=.. day of~, 1999, by and between Mr.
W.E, Seton. hereinafter called the DEVELOPER, and the County of Jefferson, acting by and
through the Board of County Corrunissioners, hereinafter called the CQtiN"TY. This Agreement is
made pursuant to Chapter. 36,82,110, R.C, W. .
WHEREAS, the DEVELOPER owns certain property in the Plat of Irondale Division 6,
siruated in Section 35, Township 30 ~orth. Range I West, W,M., Jefferson County. Washington;
and
WHEREAS, the road rights-of-way within the Plat of Irondale Division 6 were dedicated to
the use of the public; and
WHEREAS, the DEVELOPER was granted a permit by the Jefferson County Department
of Public Works to open the Andrew Avenue and East Island View Avenue rights-of.way within
the Plat of Iron dale Division 6 and constrUct the roadways to the appropriate County standards; and
WHEREAS, the DEVELOPER has constrUcted roadways on the said rights-of-way to the
appropriate County standards; and
WHEREAS, the DEVELOPER desires to have Andrew Avenue north of East Island View
Avenue and East Island View Avenue established as County Roads; and
WHEREAS. Andrew Avenue and East Island View Avenue adjoining Blocks 134-135,
141.1-W, 150-153 in the Plat of Iron dale Division 6 are depicted on the attached exhibit; and
WHEREAS, the CQtJN"TY is willing to surface said roads at the DEVELOPER's expense;
Agreement No. qq-4
NOW THEREFORE it is mutually agreed between the parties hereto as follows:
1. The COUNTY will proceed to establish the roads as shown on the exhibit;
The eOL 'NTY will initiate all necessary actions related to establi~hment of said
roads:
3.
The COL'NTY will place a two-shot light bituminous surface treannent on the roads
shown on the attached exhibit, The COL'NTY will perfonn work in conjunction
with other surfacing projects on its annual road maintenance program as soon as is
practical;
4.
The COu'NTY will inspect the roads prior to acceptance to ensure that constrUction
has been in Jccordance with adopted standards of the Department of Public Works;
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Upon establishment and acceptance of said roads, the COUNTY will be responsible
for the continued maintenance thereof;
6,
The DEVELOPER will pay the COUNTY for all construction and administrative
expenditures to be made by the COlJl'.i'TY to surface said roads, which cost is
estimated to be Thirteen Thousand Nine Hundred SLxty-Two Dollars, The
DEVELOPER shall provide surety either in the fonn of a irrevocable letter of credit
or an open account agreement, from a bank approved by the COUNTY, equal to one
hundred and fifteen per cent (115%) of the estimate to guarantee payment for actual
expenditures, The estimate includes the actual cost of the work completed, plus a
fifteen per cent (15%) administrative fee,
The DEVELOPER shall provide plan and profile record drawings of the roadways
and rights-of-way, including all drainage structures at a scale of one inch to fifty feet
(1" =50');
7,
8,
The DEVELOPER shall provide for the centerlines of the roads to be monumented
with monuments in cases by a licensed land surveyor in compliance with the
standards of the Department of Public Works,
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Andrew ;md E:tStlsland View Avenues
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IN WInrESS \!,THEREOF, the parties hereto have executed this agreement as of the day
and year above written,
JEFFERSON COUNTY
BOARD OF COl'vLVIISSIONERS
Dk~b
W,E. Seton /,
/j~ -4.~ 11!Jj11
Dan ~ole, Chair {/
{G.6-&ct rrhs~rce '\
Richard Wojt, Member '
ATIEST:
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Lorna Delaney
Clerk of the Board
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Fr:mk GitTord
Public Works Direc or I County Engineer Interim
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Andrew 3nd E:ut IS\3nd View Avenues
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JEFFERSON COUNTY WASHINGTON
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llEPAR'IloENT OF PUBL I C WOflI<S
FILE 6t)/Z/Jfi
ACT! ON REQUEST
REQUESTED BY. meL M,,"'J<Il€. DATE. 7-/2-0f
ADDRESS. I?,/ h,4Ui2.. I',JlUJPf2S 12.\7. PH:lNE NO.' -S?,S- -cO 3~
POI<_, 10""'''''6'''...''''' 111ft ~g ALT. PH, NO.'
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NATLflE OF F1EQlEST. ~ IN PERSal ~ BY PH:lNE 0 BY LE1TER TAKEN BY. "5-1(
P!::RTAINING TO. o OFFICE DENG/sURVEY Jla.ROAO MAINT. o EOUIP. MAINT. o SOL.I 0 WASTE
REQlEST FOR. RVlI'II8.l.E: 'f,V'r"mJoJS
LOCATlai. ADADNME FD"1R.G,luJeR..$. AD ROAQNlNIlER /'0120" M,P. 1).00-0.10
PROJECT. PROJECT TITLE
AROJECT NU'.1BER'
llESCRIPTlai. WO'^l-h L~l(.f' RIo\"'IRIl" '/<:.... .,."/'r>"g;. :/Us179Ll..e:b ON fiJ",R..
U>R"'eR..~ Rof"H> -Ir:, A-t.e/lT' OA.;ueR..s 7b H,f!. $t'Of SIJH
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A1TACH NAP 00 Sl<<TCH
FIE FER TO. ~ r (!) .,...,-
RESPOND BY,
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RESPONSE. TAL/(Il.O -Ir., ,'f'e.r-r- 1V'16.M H.lJM D,O,T, A... S/fl'..$ Ii, ~'/'7l'1"'f: /A<'v.1tU.{ ,'NS71'nLS
.l!v.I'\I1.I.. JGU""""H.5 ,D/l,;c.n- -In <Tr"D AfleAD 'f'~;I. JI., J4.A1A9J1-T'J.J. WtrS 9"01:> tD<l.ll n-r
tf,.;~ 1"~"'T"1orl. lip !t'...T nlt A-<.<.,Dt'"J-r J.;~'lUJ-y I/' Anl'O@/o1T'S -2J <,'AlcE:
1992.. 'Y}l'r'1K~ c."""1:ll:'J) 137 ftcllt NiJ, PoI',P:'""l Ar slrf SI)N'
REVIEWED BY. ~, DA'rE, !J~Zf1'O(
CXHl'ACTED REQUESTER tRllN PCIlSCN 0 BY PHONE 0 BY LETn:R CONTACTED ny, ~
,.---
RECOIHtNDATION. :k.>smJ..1- ,/2(.(/lI1H::, Br.lrMtI.5 Pli.ioR- -It, ~f Atk,H) ~;3H'
Pf*;PARE EBTUIATIr f'af.
ACUTE TO- INITIAL
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o ASSISTANT DIA.
o !'DAD IIUI'ERV I OOR
o CONSTRUCTION ENG. _
o PLANNING ENGINEER_
o ADMIN ABSISTANT _
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JEFFERSON COUNTY
DEPARTMENT OF PUBLIC WORKS
cJoJeffersonCountyPermllCenter
621SherldanSlreel
Port Townsend,WA98368
(3601379~450
1.800.424.5555
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Discricl No. 6
PERMIT
PERMIT.NUMBER 1631
JOB. NUMBER 3RD RENEW
PERMIT. TYPE OPEN RIGHT-OF-WAY
In accordance with all applicable Revised Codes or Washington and amendments thereto, and subject to all the terms. conditions
and provisions written or primed below or on any part of this form, permission is hereby granted to
GENE SETON, 4890 SOUTH DISCOVERY ROAD, PORT TOWNSEND, WA 98368, to:
THE APPLICANT HAS PERMISSION TO OPEN A PORTIONS OF THE COUNTY
RIGHTS-OF-WAY IN THE PLATS OF IRONDALE #4, #5, AND #6 TO COUNTY
ROAD STANDARDS, AS PER THE PROPOSAL SUBMITTED WITH THE THRESHOLD
DETERMINATION FOR THIS PROJECT. THE APPLICANT MAY ALSO CONSTRUCT
ROAD APPROACHS AS PER THE PLANS SUBMITTED.
County Road No. ~1i7R:!nCJ
Franchise No.
Mile Post...J1AR.IOUS
SPECIAL PROVISIONS:
THE APPLICANT SHALL BE RESPONSIBLE FOR BUILDING AND MAINTAINING,
FOR THE DURATION OF THIS PROJECT, A STABILIZED CONSTRUCTION
ENTRANCE. QUARRY SPALLS A MINIMUM OF 12" DEEP AND HAVE A MINIMUM
WIDTH OF 20 FEET AND A MINIMUM LENGTH OF 50 FEET FROM THE COUNTY
ROAD. THE APPLICANT SHALL'ALSO BE RESPONSIBLE FOR REMOVING
IMMEDIATELY, ANY MATERIAL TRACKED ONTO THE COUNTY ROAD. THE RIGHT
OF WAY SHALL BE LOCATED AND THE CENTERLINE STAKED BY A SURVEYOR
LICENSED IN THE STATE OF WASHINGTON. THE APPLICANT SHALL BE
RESPONSIBLE FOR MAINTAINING THE INTEGRITY OF ALL SURVEY MONUMENTS,
BOUNDARY MARKERS, ETC. THAT MAY BE AFFECTED AS A RESULT OF THIS
PROJECT. ALL MITIGATIVE MEASURES REQUIRED ON TilE DETERMINATION OF
HON-5IGNIFI~^NCE FOR THIS PROJECT SHALL BE COMPLIED WITH.
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" hand in the amount or $ is required ror the protection or Jerferson County a, ,ct rorth in the terms or
the hond. No work shall be done under this permit until the party or parties to whom it is granted shall have communicated with
and rcceived instructions from JF.FFF.R~O~BLIC-WORXS This permit shall be void unless the work
herein contemplated shall have been completed berore 0'1/22/97 _' . '
In accepting this permit the grantee, his succe~sors and assigns. agree that any damage or injury done to the property or the
grantee or any expense incurred hy him through the operation of a contractor, working for the County or any County employee
,hall he at the sole expense of the grantee, his successors nnd a~signs.
____ W~-E-.SE:CON--, the undersigned, hereby accepts this permit subject to
the term, and conditions as herein set rorth.
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^PP~~t GENE SETON
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. .; . .r1-/(,,31
. APPLICATION TO OPEN RIGHT OF WAY
Application Is hereby made for a permn to open a Jefferson County right of way, Please describe the right
of way Involved, and the nature of your request, ie, utll~y installation, roadway construction. etc, (attach a
detailed drawing or map and a copy of the plat H applicable),
DRAWING ATI'ACHED
-.f . __C","t-I, '-'~ .,..
, )'t--iL,:' I! I':'-~
-"",-,..~ 1/,19J
Applicant Name
W. E. SE'mN
Address: 4890 S. DISCOVERY ROAD POR'I' 'mNNSRNn wa qA1/;8
Phone: 2~-385-3636
, Signature: 1:)~t;'Jl ~ Date: 01/05/93
***********************J:,**********************~****************",******...***.**",,,,,,,""*,,,*.,,,,,,,,,
PERMIT
SUBJECT TO THE TERMS AND CONDITIONS BELOW, PERMISSION IS HEREBY
GRANTED TO THE APPLICANT TO OPEN THE DESIGNATED RIGHT OF WAY.
ApPLICABLE PROVISIONS ARE' NOTED BY AN (Xl.
x
Applicant Is authorized to construct a private access road to his or her property In
accordance w~h applicable standards for private roads. The right of way wRl be located and
staked by a licensed land surveyor at the expense of the applicant. The perm~ does not
prevent other property owners or the general public from using the access road, In the event
users of the road wish to have the road mslr,talned by the county, the users shall. under the
Inspection of the County Engineer, Improve the road to minimum county road standards or
they may form a road Improvement district (RID) per RCW 36,B8 to pay for the costs of
Improvements,
Applicant shell construct a roadway to county road standards, Tho right of way wRl bn
loceted and staked by a licensed land surveyor at the expenso of the applicant. Aller
construction to county road standards, the new road will be maintained by tho county.
SEE ATTACHED SPECIAL PROVISIONS OR MITIGATIVE MEASURES
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RECOMMENDED FOR APPROVAL BY
APPROVED BY DATE
Chairmen, Iloard of County Commissioners
Applicant agrees to perform Ihe work In strict compliance w~h the terms and conditions set out herein end
any special provisions attached hereto,
DATE
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DATE
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Signature of Applicant
PERMIT EXPIRATION DATE
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P(C":{)~d Ave <!.([,~o("c,:;
[n~']::,I(",<L Ihe"jc"lcf"iolC''i
!II~'O'\ AJC O"f'/9oCf"(
L.jif'o' Ad,' c..c..I'O'}Ct/
~od'h. ^''Clr~uJ Av~tl",\Mcct
MAR 2 6 1993
JEFFERSON CCiI
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JEFFERSON COUNTY
DEPARTMENT OF PUBLIC WORKS
1820 Jefferson Street
PO 80x1220
Pori Townsend, WA 98368
12061385,9160
1.800.424.5555
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PERMIT PERMIT.NUMBER 1631
JOB . NUMBER ~
PERMIT. TYPE
In accordance with all applicable Revised Codes of Washington and amendments thereto, an:t:?;':?J I t~~s: conditions
and provisions wrillen or printed below or on any part of this form, permission is hereby granted to
GENE SETON, 4890 SOUTH DISCOVERY ROAD, PORT TOWNSEND, WA 98368, to:
THE APPLICANT HAS PERMISSION TO OPEN A PORTION OF THE COUNTY
RIGHTS-OF-WAY IN THE PLAT OF IRONDALE #5 AND #6 TO COUNTY ROAD
STANDARDS, AS PER THE PROPOSAL SUBMITTED WITH THE THRESHOLD
DETERMINATION FOR THIS PROJECT.
Dillricl No. 6
County Road N(J..~678209
Franchise No.
Mile Post VARIOUS
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SPECIAL PROVISIONS:
THE APPLICANT SHALL BE RESPONSIBLE FOR BUILDING AND MAINTAINING,
FOR TilE DURATION OF THIS PROJECT, A STABILIZED CONSTRUCTION
ENTRANCE. QUARRY SPALLS A MINIMUM OF 12" DEEP AND HAVE A MINIMUM
WIDTH OF 20 FEET AND A MINIMUM LENGTH OF 50 FEET FROM THE COUNTY
ROAD. THE APPLICANT SHALL ALSO BE RESPONSIBLE FOR REMOVING
IMMEDIATELY, ANY MATERIAL TRACKED ONTO THE COUNTY ROAD. THE RIGHT
OF WAY SHALL BE LOCATED AND THE CENTERLINE STAKED BY A SURVEYOR
LICENSED IN THE STATE OF WASHINGTON. THE APPLICANT SHALL BE
RESPONSIBLE FOR MAINTAINING THE INTEGRITY OF ALL SURVEY MONUMENTS,
BOUNDARY MARKERS, ETC. THAT MAY BE AFFECTED AS A RESULT OF TillS
PROJECT. ALL MITIGATIVE MEASURES REQUIRED ON THE DETERMINATION OF
NON-SIGNIFICANCE FOR THIS PROJECT SHALL BE COMPLIED WITH.
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A bond in the lImount of $ is required for the proteetion of Jefferson County as set forth in the terms of
the bnnd. No work shall be done under this permit until the party or parties to whom it is granted shall have communicated with
and receivcd inslructions from .JEF-F,ERSON-G{)UN'l'Y-PUBIrIG-WORKS This permit shall be void unless the work
herein contemplated shall have been completed before -OWl-Sf-94--'
In accepting this permit the grantee, his successors and assigns, agree that nny damage or injury done to the property of the
grantee or any expense incurred by him through the opcration of a contractor. working for the County or any County employee
shall be lit the sole expcnse of the grantee, his successors and assigns.
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W.-E.-SEl'l'ON-' the undersigned, herehy aceepts this permit subject to
the terms nml conditions as herein set forth,
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Air('licant G~:NE SE'l'ON
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F~CollnlY K.L,~;DERSON
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Date
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JEFFERSON COUNTY PERMIT CENTER
621 Sheridan Street, Port Townsend, WA 98368
THRESHOLD DETERMINSTION
AND ADOPTION OF EXISTING
ENVIRONMENTAL DOCUMENT
ADOPTION OF A MITIGATED DETERMINATION OF NON-SIGNIFICANCE
DESCRIPTION OF CURRENT PROPOSAL: The project is to open portions
of Olympic Ave., Lyter Ave., Cascade Ave., Victory Ave., Bayview
Ave., Carnegie Ave., Stomberg Ave., and Andrews Ave. of Irondale
No.6 and Gary Ave., Hilton Ave., Pittsburg Ave., Mclellan Ave.,
Willison Ave., Cascade Ave. and Bayview Ave. of Irondale No.5.
PROPONENT: W.E. SETON
LOCATION OF CURRENT PROPOSAL: The project site is located
approximately fur miles southeast of Port Townsend, southerly of
tthe Kala Point community in Irondale No.5 and Irondale No.6.
TITLE OF DOCUMENT BEING ADOPTED: Mitigated Determination of Non-
significance for W.E. Seton.
AGENCY THAT PREPARED DOCUMENT BEING ADOPTED: Jefferson County
DATE ADOPTED DOCUMENT WAS PREPARED: May 14, 1993
DESCRIPTION OF DOCUMENT (OR PORTION) BEING ADOPTED: Mitigated
Determination of Non-significance to open portions of platted
streets in Irondale No. 5 and Irondale No.6.
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IF THE DOCUMENT BEING ADOPTED HAS BEEN CHGALLENGED PLEASE DESCRIBE:
Not applicable.
THE DOCUMENT IS AVAILABLE TO BE READ AT: Jefferson County Permit
Center, 621 Sheridan Avenue, Port Townsend, Washington 98369;
Monday through Friday, 9:00 a.m. to 4:.30 p.m. (360-4463).J
f\Jortj'lIrJrew.J !\Jd.~SlJ'7D'J 'P(C"..f~d' Ave. .er:,80looq
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ElJ.IJ!QIDg Environmental Hea1lb Develoomen~ ~
Building Permits Septic Parmits Subdivision, Zoning Road Approech
(360) 379.4450 Water Review & Shoreline Permits Permits & Addresses
Inspection Hotline (360) 379.4450 (360) 379.4483 (360) 379.4450
(360) _3?9~4_4~~..._......___...__._____.._,___________________
1.800.831.2678 FAX: (360) 379.4451
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PURSUANT TO WAC 197-11-600 AND 630, WE HAVE IDENTIFIED AND ADOPTED
THIS DOCUMENT AS BEING APPROPRIATE FOR THIS PROPOSAL AFTER
INDEPENDENT REVIEW. THE DOCUMENT MEETS OUR ENVIRONMENTAL REVIEW
NEEDS FOR THE CURRENT PROPOSAL AND WILL ACCOMPANY THE PROPOSAL TO
THE DECISION-MAKER.
NAME OF AGENCY ADOPTING DOCUMENT: Jefferson county
CONTACT PERSON, IF OTHER THAN THE RESPONSIBLE OFFICIAL: Dennis
Thomason, Associate Planner.
PHONE: 360-379-4463
RESPONSIBLE OFFICIAL: David R. Goldsmith
POSITION/TITLE: Director of Community Services; Acting Responsible
Official for Jefferson County Development Review Division
ADDRESS: 621 Sheridan Avenue, Port Townsend,Washington 98368
DATE: 1995
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Washington State Department of Ecology
Washington State Department of Fish & Wildlife
Washington State Department of Natural Resources
Jefferson County Department of Public Works
Jefferson County Health Department
Fire Protection District #l
Jefferson County Public Utility District #1
1I00d Canal Environmental Council
Olympic Environmental Council
Port Townsend-Jefferson County Leader
W.E. Seaton
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W.E. SEATON
MITIGATIVE MEASURES
MITIGATIVE MEASURES:
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1. The applicant shall open the roadways in accordance with
the standards of the Jefferson County Department of
Public Works, and in compliance with any and all
stipulations which shall be stated on permits which the
Department of Public Works shall issue to applicant.
2. A slope/bluff stability assessment performed by a
qualified soils engineer or engineering geologist shall
be conducted to determine whether hazardous conditions
will result from the proposed activity. The bluff
stability assessment shall include recommendations to
minimize identified significant environmental impacts.
3. The proponent shall incorporate into stormwater control
practices the storm drainage criteria of the Washington
State Department of Ecology Storm Water Manaqement Manual
(current edition). The marll.!,al's "Best Management
Practices" shall be utilized and stormwater control
measures shall be adequate to treat and control runoff.
Temporary erosion control methods for construction
purposes shall be approved by the Department of Public
Works and employed during construction.
I hereby clarify or change the proposal to include the above
mitigative measures to reduce adverse impacts.
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JEFFERSON COUNTY
PLANNING AND BUILDING DEPARTMENT
".
IW. Box 1220
Port Thwn.end. Washington 98368
Plnnnlng (200) 385,9140
Building (206) 385.9141
JEFFERSON COUNTY COUIlTIIOUSE
Craig Ward, Director
DATE:
MITIGATED
DETERMINATION OF NON-SIGNIFICANCE
AND LEAD AGENCY STATUS
May 14, 1993
APPLICANT: W.E. Seton
PROPOSAL: Open Right of Way Request: The request is to open
following platted streets in Irondale #5 and #6: Bayview
Avenue, Lyter Avenue between Blocks 153 and 158, Elston
Avenue between Blocks 159 and 160, Elston Avenue
between lots 13-20 in Block 158 and lots 13-24 in Block
161, and Elston Avenue adjoining Block 162 and lying north
of lot 23 in said block. The proponent proposes to open
these streets to county standards.
LOCATION: The project site is located approximately four miles
southeast of Port Townsend, southerly of the Kala Point
community.
MITIGA TIVlMEASURES:
,The mitigative measures are designed to address impacts identified through
the Environmental Checklist submitted by the applicant, field evaluations by
the Planning and Public Works Departments, and public comments
(including that by other agencies). These impacts are:
* Land modification in an area designated as nunstable".
* Storm water run-off during construction and after buildout.
* Potential access impacts to the adjacent County road.
County policies which address these impacts are contained in the
1. Jefferson County SEPA Implementing Ordinance
2. Tri-Area Community Development Plan
3. Jefferson County Storm water Policy No. JCDPW 10-26.1
NOTICE OF LEADAOENCY: Jefferson County has determined that it is the
lead agency for the above.described proposal.
NOTICE OF NON-SIGNIFICANCE: Jefferson County has determined that the
above.described proposal would not have a probable significant adverse
impact on the environment, and an environmental impact statement is not
required under RCW 43.2 I C.030(2)(e). This decision was made after review
of a completed environmental checklist and other information on file with the
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Jefferson County Planning and Building Department.
COMMENT PERIOD: This determination is issued pursuant to WAC 197-
11-340(2). Jefferson County will not act on the above-described proposal for
at least fifteen days from'the date of this determination. Comments must be
submitted by June 2, 1993, to the Jefferson County Planning and Building
Department (pO Box 1220, Port Townsend, W A 98368).
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Craig R. Ward, Director
Jefferson County Planning and
Building Department
c: Washington State Department of Ecology
Washington State Department of Wildlife
Washington State Department of Fisheries
Washington State Department of Natural Resources
Jefferson County Public Works Department
Jefferson County Health Department
Point No Point Treaty Council
Hood Canal Coordinating Council
Olympic Environmental Council
Audubon Society
Port Townsend-Jefferson County Leader
Applicant
Rep
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MITIGATIVE MEASURES:
1. The applicant shall open the roadways in accordance with the standards of the
Jefferson County Department of Public Works, and in compliance with any and ,
all stipulations which shall be stated on permits which the Department of Public
Works shall issue to applicant.
2. A slope/bluff stability assessment performed by a qualified soils engineer or
engineering geologist shall be conducted to determine whether hazardous
conditions will result from the proposed activity. The bluff stability assessment
shall include recommendations to minimize identified significant environmental
impacts.
3. The proponent shall incorporate into stormwater control practices the storm
drainage criteria of the Washington State Department of Ecology Storm Water
Management.MMl!l!! (current edition). The manual's "Best Management
Practices" shall be utilized and stormwater control measures shall be adequate to
treat and control runoff. Temporary erosion control methods for construction
purposes shall be approved by the Department of Public Works and employed
during construction.
I hereby clarify or change the proposal to include the above mitigative measures to
reduce adverse impacts.
Date
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Proposal:
Localion:
Application:
Checklist:
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JEFFERSON COUNTY PUBLIC WORKS DEPARTMENT Nu:1nR.,Jr<<JI\K 1
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STATE ENVIRONMENTAL POLICY ACf
THRESHOLD DETERMINATION
and
PROPOSED MITIGATION MEASURES
W.E. Seton
W.E. Seton Open Right of Way Request: The request is to open following
platted streets in lrondale #5 and #6: Bayview Avenue, Lyter Avenue
between Blocks 153 and 158, Elston Avenue between Blocks 159 and 160,
Elston Avenue between lots 13-20 in Block 158 and lots 13-24 in Block 161,
and Elston Avenue adjoining Block 162 and lying north of lot 23 in said
block. The proponent proposes to open these streets to county standards.
The project site is located approximately four miles southeast of Port
Townsend, southerly of the Kala Point community in Section
No case number assigned.
The SEPA checklist was submitted on March 26, 1993.
Notice was published in the Port Townsend-Jefferson County Leader April
14, 1993. The site was posted by the applicant on April 14, 1993. Notice of
the pending threshold was mailed to the adjacent property owners on April
30, 1993.
COMMENTS WERE RECEIVED FROM THE PlANNING AND BUILDING
DEPARTMENT AND ARE INCORPORATED IN THIS REPORT.
Earth:
Water:
l'lants:
Animals:
The Jefferson County Soil Conservation Survey describes area soils as being
Cassolary sandy loam (CfC), 0-15% slopes, with good drainage, slow to
medium runoff, and a slight to moderate hazard of water erosion, in
combination with Hoypus gravelly loamy sand (HuC). HuC is
characteristically somcwhat excessively drained, with rapid permeability, slight
to moderate hazard of water erosion, and slow to medium runoff.
The nearest body of water is Port Townsend Bay, which abuts the coastline
adjoining the plat. Chimacum Creek lies to the south of the proposal,
approximatcly 500 fcct from the most southerly portions of the projcct. '
No cndangcrcd spccics have been identiflcd within the scope of this project.
TIle road areas have been cleared of trecs in the past and arc currcntly
covered with scrub brush and grasscs.
No cndangercd species have bcen Identificd within the scopc of this project.
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Shoreline Use: According to thc Jefferson County Comprehcnsive Plan the site and
surrounding arca have been designated as SUBURBAN. The site and
surrounding area are nat, with the exception of the abutting bluff area.
According to adoptcd reference maps for Jefferson County (the Coastal Zone
Atlas and the County Sub.Area Map for the Trl.Area), the site Is
characterized as an "Environmentally Sensitive Area". The CZA Indicates that
the area Is unstable and Is In the vicinity of an "Unstnble Old Slide"; the sub.
area map also show the area to be considered unstable with former landslides.
Trnnspol1nUon: TIle proponent states that nil opened streets wlll be brought to minimum
county road standard In accordance with Public Works requirements.
Public Services: No comments have been submitted by the locnl fire districts or emergency
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Based on review of the Environmental Checklist and other available material and inspection
of the site, the Public Works staff recommends that the Responsible Official consider the
following potential significant environmental impacts:
Land modification in an area designated as "unstable".
Storm water run-off during construction and after buildou\.
Potential access impacts to the adjacent County road.
StalT Recommendations:
The Public Works Department recommends issuance of a Mitigated Determination of Non-
Significance.
Proposed mitigation measures:
The following mitigative measures are proposed by the Public Works staff for consideration by
the Responsible Official.
. The applicant shall open the roadways in accordance with the standards of the Jefferson
County Department of Public Works, and in compliance with any and all stipulations which
shall be stated on permits which the Department of Public Works shall issue to applicant.
· Provisions of the Jefferson County SEPA Implementing Ordinance indicated that a geologic
investigation should be done prior to any land modification. A slope/bluff stability
assessment performed by a qualified soils engineer or engineering geologist should be
conducted to determine whether hazardous conditions will result from the proposed activity.
The bluff stability assessment should include recommendations to minimize identified
significant environmental impacts.
· The proponent should incorporate into stormwater control practices the storm drainage
criteria of the Washington State Department of Ecology Storm Water Management Manual
(current edition). The manual's "Best Management Practices" should be utilized and
stormwater control measures should be adequate to treat and control runoff. Temporal)'
erosion control methods for construction purposes shall be approved by the Department
of Public Works and employed during construction.
SUDDortln!! Policies
This recommendation is supported by the following adopted Board of County Commissioners
policies:
1. JelTerson Counly SEPA Implementing Ordinance
a. Proposed actions within environmentally sensitive areas should be managed acc~rding
to the severity of natural characteristics and constraintsj
b. Property owners, prospective property owners, and the general publie should be
informed about the potential hazards in environmentally sensitive areasj
111e existing vegetative cover should be maintained on all project sites to the greatest
extent feasible. Where removal of vegetation is necessal)', a reasonable effort should
be made to replant vegetative cover, stablllze the soli, and prevent erosionj
d. Site restoration should be provided if land surface modifications violate these
adopted policies or if construction does not ensue within a reasonable periOd of
timej and
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All possible efforts should be made to ensure that land surface modifications would
not induce excessive erosion, destabllze adjacent lands, or necessarily scar the
landscape.
f. In areas of former or Ilctive Illndslides and along slopes determined to be unstable,
no land modification or related activities should occur without a favorable geologic
investigation demonstrating that hazardous conditions do not exist or thnt mitigative
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techniques can be used to endure safety to life and property. The geologic
investigation should be prepared by a qualified soils engineer or engineering
geologist.
2. Tri-Area Community Development Plan
a. Developments should not occur within geologically unstable areas, unless structural
stability can be assured.
b. Developments along shorelines should follow the appropriate policies and
perfonnance standards contained in the Jefferson.Port Townsend Shoreline
Management Master Program.
3. JelTerson County Stonnwater Policy No. JCDPW 10.26-1
a. The Department of Public Works shall use the current edition of the Washington
State Department of Ecology Storm Water Management Manual, and the
Washington State Department of Transportation Hil!hwa,v Hydraulics Manual for
determining the applicable design standards.
Detennination of Responsible Official
I have reviewed and considered the referenced proposal, the environmental checklist, public
comments, other available material, and the Public Works Department's staff recommendation.
I hereby:
U issue a Determination of Non-significance.
~sue a Mitigated Determination of Non-significance.
U issue a Determination of Significance.
U determine that I do not have sufficient infonnation upon which to make a threshold
determination and direct Public Works staff to obtain additional infonnation on the
proposal.
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JEFFERSON COUNTY
PLANNING AND BUILDING DEPARTMENT
1'.0, nox 1220
I'ort Thwn.end, Washington 98368
I'IBnnlng (206) 385.11140
nulldlng (206) 385.9141
JEFFERSON COUNTY COURTIIOUSE
Craig WRrd, Director
DATE:
MITIGATED
DETERMINATION OF NON.SIGNIFICANCE
AND LEAD AGENCY STATUS
May 14, 1993
APPLICANT: W.E. Seton
PROPOSAL: Open Right of Way Request: The request is to open
following platted streets in Irondale #5 and #6: Bayview
Avenue, Lyter Avenue between Blocks 153 and 158, Elston
Avenue between Blocks 159 and 160, Elston Avenue
between lots 13-20 in Block 158. and lots 13-24 in Block
161, and Elston Avenue adjoining Block 162 and lying north
of lot 23 in said block. The proponent proposes to open
these streets to county standards.
LOCATION: The project site is located approximately four miles
southeast of Port Townsend, southerly of the Kala Point
community.
MITIGA TIVEMEASURES:
The mitigative measures are designed to address impacts identified through
the Environmental Checklist submitted by the applicant, field evaluations by
the Planning and Public Works Departments, and public comments
(including that by other agencies). These impacts are:
Land modification in an area designated as nunstable".
Storm water run-off during construction and after buildout. .
Potential access impacts to the adjacent County road.
County policies which address these impacts are contained in the
*
*
*
1. Jefferson County SEPA Implementing Ordinance
2. Tri-Area Community Development Plan
3. Jefferson County Stormwater Policy No. JCDPW 10-26-1
NOTICE OF LEAD AGENCY: Jefferson County has determined that it is the
lead agency for the above-described proposal.
NOTICEOF NON-SIGNIFICANCE: Jefferson County has determined that the
above-described proposal would not have a probable significant adverse
impact on the environment, and an environmental impact statement is not
required under RCW 43.2IC.030(2)(c). This decision was made after review
of a completed environmental checklist and other information on file with the
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COMMENT PERIOD: This determination is issued pursuant to WAC 197-
11-340(2). Jefferson County will not act on the above-described proposal for
at least fifteen days from' the date of this determination. Comments must be
submitted by June 2, 1993, to the Jefferson County Planning and Building
Department (PO Box 1220, Port Townsend, W A 98368).
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Craig R. Ward, Director
Jefferson County Planning and
Building Department
c: Washington State Department of Ecology
Washington State Department of Wildlife
Washington State Department of Fisheries
Washington State Department of Natural Resources
Jefferson County Public Works Department
Jefferson County Health Department
Point No Point Treaty Council
Hood Canal Coordinating Council
Olympic Environmental Council
Audubon Society
Port Townsend-Jefferson County Leader
Applicant
Rep
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JEFFERSON COUNTY
DEPARTMENT OF PUBLIC WORKS
1820 Jefferson Street
PO. Box 1220
Port Townsend. WA 98368
(206) 385,9160
Gary A. Rowe. AE.. Director
Robert G. Nesbitt, AE" County Engineer
NOTICE OF PENDING SEPA THRESHOLD DETERMINATION
FOR
APPLICATION TO OPEN RIGHTS OF WAY
GENE SETON, PROPONENT
NOTICE IS HEREBY GIVEN that Gene Seton has applied for approval to open the
following platted streets in Irondale #5 and #6: Bayview Avenue, Lyter Avenue between
Blocks 153 and 158, Elston Avenue between Blocks 159 and 160, Elston Avenue
between lots 13-20 in Block 158 and lots 13-24 in Block 161, and Elston Avenue
adjoining Block 162 and lying north of lot 23 in said block. The proponent proposes to
open these streets to county standards. The proposal is subject to environmental review
and threshold determination under the State Environmental Policy Act (SEPA).
Information on the environmental review is available from the Jefferson County
Department of Public Works (PO Box 1220, Port Townsend, WA 98368). Comments
concerning SEPA environmental review of this proposal must be submitted to the
Department of Public Works by THURSDAY, APRIL 29, 1993.
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JEFFERSON COUNTY
DEPARTMENT OF PUBLIC WORKS
1820 Jefferson Street
P.o. Box 1220
Port Townsend. WA 98368
(206) 385,9160
Gary A Rowe. PE. Director
Robert G, Nesbitt. PE" County Engmeer
MEMORANDUM
FROM:
DATE:
Department of Public Works
May 10, 1993
SUB,TECf: SEPA Review, W,E. Seton Open-right-of-way Permit: Irondale
Upon review of the environmental checklist for the above referenced project, the
Jefferson County Department of Public Works has identified the following
environmental impacts:
Section 20 of the checklist refers to Water Run-OIT (including storm water). This
impact is addressed by the policies in the JelTerson Countv ImDlementinl!
Ordinance: State Environmental Pollcv Act.
"
The proponent should Incorporate Into stormwater control practices the storm
drainage criteria of the Washington State Department of Ecology Storm Water
.Mnmutement Manual (current edition). The manual's "Best Management
Practices" should be utilized and stormwater control measures should be
adequate to treat and control runolT.
Temporary erosion control methods for construction purposes shall be approved
by the Department of Public Works and employed during construction.
Section 70 of the checklist refers to Transportation (new roads or Improvements to
existing roads). This impact is addressed by the policies of the JelTerson County
Comnrehenslve Plan. Chanter 7: GOALS AND POLICIES. Trnnsnortntio.n.Jl!!J!
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The department advises that the following mitigation measure be implemented to
alleviate the impact:
The proposed rondwnys shall be constrncted to the stnndards of the Jefferson
County Depnrtment of Public Works. All plnns and speclncatlons required sholl
be submitted, reviewed nnd approved by the Depnrtment of Public Works prior
to construction.
Tile Department of Public Works reviews tile checklist only for impacts associated with
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issues within the scope of its regulatory authority. We do not represent that the above limits
potential impacts in areas of concem
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MAR 26 1993
JEFFERSON COUNTY
JEFFERSON COI'
ENVX RONMENTAL CHECKLX'!!IT ,.,-
The State EnvironMental Pollcy Act (SEPAl, RCM IUfC, ra~ulr.. all governMental agencies to consider the environMental iMpacte
of a proposal bel ore Making decisions, An environoentaliapact stateaent (EIS) lust be prefared for all proposals Nith probable
slgnflicant adverse iMpacts on the ~uaHty of the environoent, The purpose of this checkl It Is to provide InforMation to help
you and the agency identify I.pacts Iroo your proposal; reduce or avoid ilpacts IrOl the proposal, fI it can be done: and help
the agency decide Nhother an EIS is required.
PROPONENT:
ADDRESS:
W. E. SETON
4890 S. DISCOVERY ROAD, PORT 'J'OWNSEND, WA. 98368
TELEPHONE: (home) 385-3636
(business)
385-2159
AUTHORIZED REPRESENTATIVE/CONTACT:
W. E. SE'TON
ADDRESS:
4890 S. DISCOVERY ROAD, PORT TOWNSEND, WA. 98368
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TELEPHONE: (home)
385-3636
(business)
385-2159
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DXRECTXONS
This checklist asks you to describe some basic information about your proposal. The
questions apply to the entire proposal, including those phased over a period of time
or on separate parcels of land.
Answer each question accurately and completely to avoid unnecessary delays in
processing this checklist. If you do not know an answer, write "unknown," or if a
question does not apply, writs "not applicable."
Answers to some quelltions may require special expertise or technical assistance from
qualified persons. The cost of obtaining such information is the responsibility of the
proponent.
Attach any additional information (reports, studies, maps, lllustJiations, leasea, permits,
etc.) that may further describe the proposal or be required by Jefferson County.
Contact the Jefferson county Planning and Building Department for assistance in
completing the checklist and for information on the administrative procedures for its
pro,ceslllng.
PLEASE PRINT IN INK OR TYPE EACH ANSWER. DO NOT WRITE IN THB AREA DBSIGNATED
"EVALUATION."
PROPOSAL AND PROPERTY DESCRXPT~ON
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PROPOSED PROJECT DESCRIPTION (include all factors that will give an accurate
understanding of its scope and purpose): 11 _Ji" 1/
WIthin the platted area south of KlIla Point, Irondale 86. Clear street right-of-way
in parts of the following atreetsl Bayvf.ew Ave., Caseade Ave., Andrew Ave.,
Victory Ave., Stranberg Ave., Carnegie Ave. and Lyter Ave.
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For tree removal.
Construc~ r~ads to county Standard with
underground utilities.
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Non', ArJll>iJ J\Je (~gOqtJ1
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PROPERTY AND AREA DESCRIPTION:
Address:
None
Legal (from property tax statement): Lot:
Subdivision: Irondale #6
Quarter Sections: N~
Block:
Tax Parcel:
Streets
Section:
35
30
Range: I W
Township:
Tax Number: None
Land Area (dimensions): Part of streets in J\pp. 40 A
Describe the location, physical characteristics, and extent of land area to be
affected; include all factors that will give an accurate understanding of the
property and its environment:
Open part of the streets in plat of Irondale #6
SCHEDULE (beginning and ending dates of the proposal, including phases):
January 25, 1993 March 1, 1993
OVERALL PLAN (describe future additions, expansions, or related activities or plans by
others that may affect the proposal):
None
REQUIRED APPROVALS (all local, state, and federal approvals required for the completions
of thie proposal and it any approvals are pending that are related to the proposal):
N/A
ENVIRONMENTAL DATA (any ,existing or proposed environmantal information such as
studies or documents related to the proposal):
N/A
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BVALUATION
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Check the item that describes the site:
o flat 0 'rolling 0 hilly o steep slopes
o mountainous 0 other: Gentle slODe
What is the steepest slope on the site? Identify the
approXimate percent of the slope: 10%
What general types of soils are found on the site
(sand, gravel, peat, muck)? If you know the
classificatiqn of agricultural soils, specify thelll and
note any prime farmland: Clay, Sandy Loam
, 2.
. 3.
4.
Are there surface indications or a history of
unstable soils in the immediate vicinity? If so,
describe them:
N/A
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Describe the purpose, type, and approximate
quantities of any filling or grading proposed.
Identify the source of the fill:
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Could erosion occur as a result of clearing,
construction, or use? If so, generally describe it:
MIA
7.
About what percen1; of the site would be covered with
impervious surfaces after construction of the
project (that is, asphalt or buildings)?
N/A
8.
Describe proposed measures to reduce or control
erosion or other impacts to the earth, if any:
Erosion & sedimentation control plan will be developed
to the standards of the WA St. DOE Storm Water Management
Manual and submitted for approval.
AIR
9. Whllt types of em.lssions to the air, if any, would
result from the proposal during construction and
when the proJect is completed (dust, car odors,
industrial wood smoke)? Generally describe and give
approximate quontitios, if knownl Dust and Equipment
odors durinq Clearing operations.
10. Are there any off-mite sources of emissions or odors
that may affect your proposal? If so, generally
describe them:
N/A
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11. Describe proposed measures to reduce or control
emissions or other 1mpacts to the air, it any:
~ll equipment will be in qood workinq order.
WATER
Surtace Water
12. , Is there any surface water body on or in the
immediate vicinity ot the site, including year-round
or seasonal streams, salt waters, lakes, ponds, and
wetlands? If yes, describe, the type and provide
names. If appropriate, stnte what stream or river it
tlows into:
Port Townsend Bav
13. lUll the project require any work over, in, or
adjacent to the described waters (within 200 feet)?
If yes, describe the work and attach available plans:
.N/A
14' Estimate the amount of fill and dredge material that
would be placed or removed from the surface waters
or wetlands and indicate the area of the site that
would be affected. Identify the source of the, fill
material:
N/A
15. Will the proposal require surface water withdrawals
or diversions? Clive a general description and
identify the purpose and approximate quantities, it
known :
N/A
16. Does the proposal lie within a lOa-year flood plain?
If so, note the location on the site plan:
N/A
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17. Does the proposal involve any discharges of waste
materials to surface waters? If so, describe the
type of waste and anticipated volume of discharge:
N/A
Ground Water
19. Will ground water be withdrawn or will water be
discharged to ground water? Clive a general
description and identify the purpose. and
approximate quantJties, if knownl
N/A
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EVALUATION
19. Describe the waste material that would be discharged
into the ground from septic tanks or other sources,
if any (domestic sewage; industrial wastes and
chemicals contained; agricultural wastes). Describe
the general size of the system; the number of such
systems: the number of houses to be served, if
applicable, or the number of animals or humans the
system(s) is expected to serve:
N/A
Water Run-Off
(~ncluding storm water) .
20. Describe the source of run-off, including storm
water. Describe the method of collection and
disposal, . if any, including any known quantities.
Where will this water flow? Will this water flow into
other waters? If so, describe it: Rainfall will fall
onto the paved surface and run 1nto sandy road
oltcnes.
PLANTS
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21. Could waste materials enter ground or surface
waters? If so, generally describe how:
No waste will be introduced.
22. Describe proposed measures to reduce or control
surface, ground, and run-off water impacts, if any:
No increase in off-site discharge of surface
water.
23. Check the types of vegetation found on the site:
Deciduous tree: G alder 0 maple 0 aspen
o other:
Evergreen tree: @ fir 0 cedar 0 pine
o other:
o Shrubs 0 Grass 0 Pasture 0 Crop/Grain
Wet Soil Plants: 0 cattail 0 buttercup
o bulrush 0 skunk cabbage
o other:
Water Plants: 0 water lily 0 eelgrass 0 milfoil
o other:
Other:
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What kind and amount of vegetation would be removed
or altered? That within the street Riqht-of-Way
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26. List threatened or endangered opecies known to be
on or near the site: Not aware of any
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EVALUATION
26. Describe the proposed landscaping, use of nature
plants, or other lIIeasures to preserve or enhance
vegetation on the site, if any:
11/'
ANIMALS
27. Check any birds and animals that been observed on
or near the site or are known to be on or near the
site:
Birds: 0 hawk 0 heron 0 eagle Eil songbirds
o other: ?
Mammals: 0 deer 0 bear 0 elk 0 beaver
o other:
Fish: 0 bass
o shellfish
o salmon
o other:
o trout 0 herring
28. List any threatened or endangered species to be on
or near the site: Not aware of any
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Don't think so.
30. Describe proposed measures to preserve or enhance
wildlife, if any:
N/A
ENERGY AND NATURAL RESOURCES
31. What kinds of energy (electric, natural gas, 011, wood
stove, solar) would be used to meet the completed
project's energy needs? Describe whether it would
be' used for heating, manufacturing, etc.:
N/A
32. Would the project affect the potential use of solar
energy by adjacent properties? If so, generally
describe the affect:
No
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33. What kinds of energy conservation features are
included in the plans of this proposal7 List other
proposed measures to reduce or control energy
impacts, if any:
N/A
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34. Are there any environmental health hazards,
including exposure to toxic chemicals, risk of fire
and explosion, spill, or hazardous waste, that could
occur as a result of this proposal? If eo, dascribe
the hazards:
No
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35. Describe special emergency services that might be
required,
N/A
36. Describe proposed measures to reduce or control
environmental health hazards, if any'
N/A
NOISE
37. What types of noise exist in the area that may
affect your p'roject (traffic, equipment, operations)?
N/A
LAND AND SHORELINE USE
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38. What types and levels of noise would be created by
or associated with the project on a short-term or a
long-term basis (construction, traffic, operation)?
Indicate what hours noise would come from this site:
Short term: Construction Equipment
Long term: N/A
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39. Describe proposed meaSUl'es to reduce or control
noise impacts, if any:
Maintain equipment
40. What is the current use of the site and adjacent
properties? Undeveloped Plat
41. Has the site been used for agriculture? If so,
describe the use:
No
42. Describe any structures on the site:
N/lI
43. 'Will any structures be demolished? If so, what
structures?
N/lI
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44. What is the current comprehensive plan or community
development plan designation of the site? Identify
theplan, Comp plan Residential
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46. If applicable, what is the current Shoreline Master
Program designation of the site?
N/lI
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46.
lias any part of the site been
"environmentally sensitive" area?
part:
No
classified as an
If so, specify the
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47. Approximately how many people would reside or work
in the completed project? N/A
48. Approximately how many people would the completed
project displace? N/A
49. Describe proposed measures to avoid or reduce
displacement impacts, if any:
N/A
50. Describe l;lI:opo1ged measures to ensure the proposal
is compatible with existing and projected land uses
and plan$, if any: Conforms to Tri-Area compo
plan.
HOUSING
51. Approximately how many units would be provided, if
any? Indicate whether the housing is high, middle.
or low income: '
N/A
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52. Approximately how many units, if any, would be
eliminated? Indicate whether the housing is high.
middle, or low income:
N/A
53. Describe proposed measures to reduce or control
housing impacts, if any:
N/A
ABSTIIETICS
54. What is the tallest height of any proposed
structure(s), not including antennas? What is the
principal exterior building material(s) proposed?
N/A
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55. What views in the immediate vicinity would be altered
or obstructed? Some water views partiallY opem,d
56. Describe proposed measures to reduce or control
aesthetic impacts, if any: Clear only in Right-of-Way
LIGIIT AND GLARE
57.
What type
produce?
occur?
N/A
of light or glare would the proposal
What time of the day would it mainly
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68. Could light or glare from the finished project be a
safety hazard or interfere with views?
N/A ---
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59. What existing oft-site sources ot light or glare may
affect your proposal?
N/A
60. Describe proposed measures to reduce or control
light and glare impacts, if any:
N/T>.
RECREATION
61. What designated and informal recreational
opportunities are in the immediate vicinity?
Old Fort 'Townsend State Park
62. Would the proposed project displace any existing
recreational uses? If so, describe the displacement:
No
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~ ~ impacts on recreation. including recreational
~ g opportunities to be provided by the project or
U 0 proponent, if any:
m ~ N/A
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~ ::; HISTORICAL AND CULTURAL PRESERVATION
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~ ~ proposed for national. state, or local preservation
Z f- registers known to be on or next to the site? If so,
~ ~ generally describe them:
w w N/A
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;;:_ f-o historic, cultural, archaeological, or scientific
z importance known to be on or next to the site:
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impacts, if any:
N/A
TRANSPORTATION
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57. Identify public streets and highways serving the
site and describe the proposed access to the
existing street system. show on the site plan.
Prospect Avenue ends in the site.
Dayview Avenue to Kala point Drive.
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60. Is the site currently served by public transit? If
no, what is the approximate distance to the nearest
transit stop?
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69. How many parking spaces would the completed project
have? How many would ~he project ellminate?_
N/A
70. Will the proposal require any new roads, streets, or
1mprovements to ex1sting roads or streets, not
including driveways? If so, generally describe them,
indicating whether they are public or private:
Opening of parts of Bayview, Elston, Olympic
and Lyter for local access and service roads.
71. Will the project use water, rail, or air
transportation, or occur in the ihlmediate vicinity of
these facilit1es? It so, generally describe the use:
N/A
72. How many vehicular trips per day would be generated
by the completed project? If known, indicate when
peak volumes would occur: Proposed initial project of
26 building sites which will create 260 ADT.
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73.
. Describe proposed measures to reduce or control
transportation impacts. if any: All raods to be developed
to Jefferson County PUbllC worKS stanaaras.
PUBLIC SERVICES
74.
Would the project result in an increased need for
public services (fire protection, police protection,
health care, schOOlS)? If so, generally describe the
resulm: Yes. Fire protection, Police protection,
AmbUlance, etc.
76.
Describe proposed measures to reduce or
direct impacts on pUblic services. if any:
project will meet all requirements
to tne neeo tor PUbllC serVlces.
control
The
to conform
UTILITIES
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Check which utilities are currently available at the
site:
o water 0 electricity 0 natural gas
o refuse service 0 telephone 0 septic system
o sanitary sewer 0 other: None
77. Describe the utilities that are proposed for the
project, the utility providing the service, and the
general construction activities on the site or in the
immsdiate vicinity that might be needed:
I" N/A
76.
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ACKNOWLEDGEMENT
I acknowledgo that ell tnforMatlon provided In this checklflt and all attached Materiel fl true and correct to the 'belt of IY
knowledge. I understand tho loed agency I. relying on tMI fnforMatfon to Make Its dooflfon. In addItIon, I undmtaod that
revIew undar SEPA dOlI not conltltutlapproval of a propolDl, cOlplfance with local, .tata, and hdm regulatlonl applicable
to the propm I Iha 11 conltltute approval. (Check with epprcprfate agenclli to deUrMfne whet apProve I. ere required.) SEPA
epproval II baud on the Inforutlon I have provided. If found fnaccurete, approval could be withdrawn.
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(authorized signature)
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CEPARTM1'J'n' OF' PUBL I C WOfII<S
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ADDRESS. I'IiCM: NO. .jtm" . "")""i' -~ )file;
j){" L"'tP& ALT. PH, NO.I.<irV .~70 - fJ:.')(Q /
NATLRE OF' f1EQ<EST. 0 IN PE~ BY PHClNE GBY LE1TER TAKEN BY. m/, J/jJ)( 0
PERTAINING TO. OF'F'ICE 0 ENG/SURVEY ~AD MAINT, 0 EQUIP, MAINT. 0 SOLID WASTE
REQ<EST F'OR.
ROAD Nl.IoIIlER 10 ~ oCJ Cfj M P,
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RESPONSE.
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CONTACTED REQ<ESTER 1;1(1' IN f'ERsct< []l DY J'HONE 0 DY I.ETTER CX)NTACTED DV,
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PREPAIE ESTIIlATll F'(R,
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1,0 AOllTE TO. INITIAL
0 o I RECTOR 0 CONSTRUCTION DIG. _ 0 ACOOlHTANT
'- 0 ASSISTANT Din. 0 PLANNING ENGINEER _ 0
0 IIDAD IIU'ERV I SIOR 0 AllMlN ASS I STNn' - 0
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STAn: OF WASHINGTON
COUNTY OF J~FFERSON
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Up"olln~ Ihe oenclol Con Illy Roo" I.o~:
Norlh Andrew Avenue and Eust Island
View A\lenuc
90-99
Resolution No.
WHEREAS, Ihe following road. have been e."blished as Public Rights.of.Way in the Plat of
Irondale Division 6; and
WHEREAS, Ihe following road. have been construcl.d 10 the standards of the Jefferson County
Departmenl of Public Works; illld
WHEREAS,lhe following roads will be maintained at public expense; and
WHEREAS, Ihe OlUcial Counly Road Log is filed in the County Enginee(s Office;
NOW, THEREFORE BE IT RESOLVED, that the County Engineer is hereby directed 10 make the
lallowing addilion 10 Ihe OlUeiol Counly Road Log:
Rooll Sectionl Milepost
~ ~ TownshiDlRan~e DssiDlElI.Il !nlmllii
6g090Q North Andrew Avenue SJS, TJON, RIW, 0.12.0.24 Prospect Avenue,
C,R, No. 680609;
M.P, 1.08 Left
689209 EllSt Island View Avenue . SJS, TJON, RI W. 0,00 .0,24 KJlla Point Drive,
C,R. No, 679109;
M.P. 0.12 Right
ADOPTED THIS LDAY OF 1JPdC,)!t~ ,1999.
JEFFERSON COUNTY
BOARD OF COMMISSIONERS
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Richard E. Wojl, Member
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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
ME:\-IORANDUM
TO:
Jefferson County Board of Commissioners
FROM:
Frank Gifford, Public Works Director I County Engineer Interim
DATE:
October 26. 1999
RE:
County Engineer's Report; Acceptance of roads constructed within the Plat
of lrondale Division 6
Mr. Gene Seton was authorized by the Department to open platted public rights-of-way and
construct the following roads within the Plat oflrondale Division 6:
· East Island View Avenue adjoining Blocks 134, 135, 141-144, 150-153 and
· North Andrew Avenue ~djoining Blocks 134 and 142,
The Department has inspected the roads and detennined that tvlr, Seton has constructed them to the
following adopted County standards: Compacted sub grade, 6 inches of compacted grav~l base, :\
inches of compacted crushed surfacing top course; 18 feet wide traveled way with 2 feet wide
gravel shoulders, tvlr, Seton has also placed street signs and stop signs,
General Testing Laboratory has tested the gravel base and top course material and certifies that they
meet WSDOT specifications and the required compaction,
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tvlr. Seton proposes to reimburse the County for chip sealing the roads. The DepaItment estimates
that this will cost S 13,962,00. This estimate includes the actual cost of work plus a 15% .
administrative fee. tvlr. Seton proposes to have a licensed land surveyor provide plan and profile
record drawings of the roads and monument the centerlines as per Department standards. He
proposes that the County accept these roads for inclusion in the road log. An agreement that
fonnalizes this proposal accompanies this report,
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In addition to constructing these roads. Mr, Seton has constructed a water system that will serve the
area. The platted lots served by these roads are being developed with single family residences,
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(n consideration of the above, (recommend that the Board ofConunissioners approve the
agreement with Mr, Seton, accept the roads for inclusion in the road log, and adopt the resolution
authorizing the Department to chip seal the roads,
Ea.",,+ J:cla.I\J. V,e~ .c.b~0lD1
100% Recyc!ed p3pefor'Vf'ArvJre<.u A~q,. t.(oYO'1~l
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STATE OF WASHINGTON
COUNTY OF JEFFERSON
In the maner of:
Creating a County project
designated as CR 1494.
RESOLUTION NO. 39-00
IT IS HEREBY RESOLVED that North Andrew Avenue, County Road No. 680909, for 625' L.F., be
improved as follows:
Grade and resurfacing existing gravel surface with a bituminous surface.
IT IS n:RTHER RESOLVED that an appropriation from the officially adopted road fund budget and based on
the County Engineer's estimate is hereby made in the amounts and for the purpose shown:
PURPOSE PREVIOUS APPROPRIATION PRESENT APPROPRIATION
Engineering 5 ~ S---.Q
Right of Way
Acquisition S~ S---.Q
Sub-Total 5~ 5 ---.Q
Construction: 5~ S8425.75
TOTAL 5~ 58424.75
_ This project is included in the officially adopted annual road program as Item No,_,
XX-X The project is hereby made a part of the officially adopted annual road program in accordance with R.C.W.
36.81.130.
IT IS FliRTHER RESOLVED that:
_The construction is to be accomplished by conlI'act in accordance with R,C,W. 36,77.020 et. seq.
XXX The construction IS to be accomplished by County forces in accordance with R,C,W, 36.77.065 and W.A.C.
136.1 S.
P,,\SSED A;'Io1) ADOPTED TIDS
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Glen Hunnngt'ord, M
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DIH'Aln MIiNTO)' 1'lllll.lC WOltKS
I'IWJI!('T IiSTIMATIi WORKSIlI!E'1'
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1'1(( 111'( "I NAMI" N Alldlcl\' AVClllle
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UARS BASUO: ~%
PIlOJECT NO' ClH'J9.1
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# DESCRIPTION co,r PS&f R/W C. E. CONTIlACT DAY lJ\BOR YEARS 2000 YEAIlS
.10 Sillillll!S t899 t999
.12 OI/l!lllllll~ ~II
~ UCIII!/lls $!jB.l tS8.J
.31 511) Iht:!S IJ 609 t3 689
.-II Plllrcs~jwlid SCIVIWS to
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A!J [;llllllllllCIII RClllill 11109 t13119
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..19 COIllint cllN/AdminlsllallUll 11,9~~ 119<101
,51 Illh!1l av, PlUf. 5t!1virl!~ $11
.e,l tdlul/ftilJlll CJfWilY .1!L
,62 UlultlUlll'-' & Sllll(ltllcS $11
.r,1 OUlcr 1Il1lllllvcUIt:lllo., $11
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.!!1!_ fUllSlltlllull1 PIClJl~( l~ - $11 ----
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TOTAl: UI'1]lj <II tll III 11 t9 ,125 to tll 0
PROJfCT nlNOING PRIOR YEAR REMAINING
50lllln AflOUNT YEARS 20011 YI'ARS
lOCAL" $11,-115 $9,-115 PROJECT fIANAGER:
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IlESOUlllON IlfQlJlIlWl
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-- RESOlUTION NO,:
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"1'( 'OIINlIN(j: l'IUiI'AIWIlII\': M, 1.111'01111111 DATI : ,llIll""
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ENGINEERS ESTIMATE (DAY LABOR FORCES)
N. Andrew AVGnue
595 Reimbursablo Project No. CR1494.Geno Soton
County Road No. 680909
M,P. .12 to M.P, .24
Prepared by: MAL
AL~
Dale PreDated
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CONTRACT COSTS
ITEM
ITEM DESCRIPTION
UNIT
UNIT QUANTITY PRICE
PREPARATION
MCBILlZA TION
L.S 10% OF ITEMS lthrouqh 14
MANPOWER ANO EQUIPMENT
HRS, 4 528,00
HRS, 4 529,00
HRS, 4 525,00
HRS, 4 529,00
HRS, 4 ;45,00
HRS, 4 529,00
HRS, 3 535.00
HRS, 3 529,00
CHIP SPREADER HRS, 3 575.00
OPERA TOR HRS, 3 529,00
OPERA TOR HRS 3 529,00
ROLLER HRS 3 525,00
OPERA TOR HRS, 3 529,00
10 VO DUMP TRUCK (Haul from PoT. Fred HIli Pll) HRS 3 522.00
OPERA TOR HRS, 3 529,00
10 YO DUMP TRUCK (Haul from p,r. Fred Hill pm HRS, 3 522,00
OPERA TOR HRS, 3 529,00
10 10 vo CUMP 7RUCK tHaul from PT. Fred Hill PII) HRS, 3 522,00
OPERA TOR HRS. 3 529,00
11 10 YO DUMP TRUCK (Haullrcm P L Fred HIli Ph) HRS, 3 522,00
OPERA TOR HRS, 3 529,00
12 10 YO DUMP TRUCK IHaul from P.T. Fred Hill pm HRS, 3 522,00
OPERA TOR HRS, 3 529,00
13 LEADMAN HRS, 3 529.00
'4 Fi.JlGGERS HRS, '4 512.00
SUM LABOR AND EQUIPMENT I"A"I
SURFACING
;; :~;,'~~~ ;~4,7~~~~;~~~e~'F~~~~atlon RaIl! .60Is.v,)
GAL.
TON
1 936 5130
52 515.:0
SUM SURFACING ("B")
I"
SUM LABOR ANO EQUIPMENT AND SURFACING MATERIALI"A" + "B"}
Conunaencl 'ftl , 5%
AdminIstration It) 15%
REIMBURSABLE COST ESTIMATE IMob./man.loqulp. & aurlaclnc matorlal.) IC}
625 L,F, 01 Androw Avenue Countv Road No, 680909
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EOJ>t ~\a.MVleLOLlo81;;1cq
Ncdh Arvl(twA..e.~",~CtlCCI
l8.Apr-CO
AMOUNT
5279.22
5112.00
5116,00
5100,00
5116,00
51S0.0D
5116,00
5105,00
587.00
5225,00
567,00
566,00
587.00
566.00
567,00
566,00
587,00
566,00
567.00
566,00
587,00
58700
5168.00
52.792,22
52,904,00
illUQ
53.689.20
56.481.42
5972,2'
5972,21
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JEI'I'E1\SON COUNTY
I>EPMTMENT 01' PUBLIC WORKS
PROJECT ESTIMATE WORKSllEET
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PltOJI'CT NAME' Andrew AvenuclPrivle Rond
ROAD"
BARS BASUB.
PROJECT NO .
CONSTRUCTION PRIOR
CONTRACT DAY LABOR YEARS
$594
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REMAINING
YEARS
OBJ, pROJ.
# DESCRIPTION COST
,10 Salnries $594
.12 Ovellimc SO
20 Benefit' $329
,31 SUDDlies $2 354
.41 p,Dles,loool SCf~ecs $0
,43 Trawl $0
44 Advcr1i,lnn $0
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,46 lenoneo $0
G POO
51 ccs $0
,6 I nnd/RiOiii DI W.,,- $0
,62 Ouildlng. & Slruetu,es $0
,63 Olhor 1r1\ ,""""onls SO
G4 Mnchinery & EqulpmCfll $0
65 Cooslruellon Prcloets $0
91 Inlc,'und p,DI, SoMecs $0
95 InlCffund Ellul Illoo! Renlnl $6M
TOTAL' $4,079
PROJECT rUNDING
SOUnCE
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Oid r(lrlN:IR :l110tlr':; nlli'tllOr l\ ~lIlflmr.n1 r~n'"1 with
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WORK BREAKDOWN ...
PS&E RIW C.E.
$329
$2 354
$706
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. PROJECT MANAGER
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GENERAL TESTING LABORATORIES, INe.
18970 Third Avenue NE P.O. Box 1586
Poulsbo, Washington 98370
(360) 779-9196 or Toll Free (888) 898-8378
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MOISTURE-DENSITY RELATIONS OF SOILS REPORT
Client:
Project:
Contractor:
Dale Sampled:
11.&. Seton
Island View Lane
7119/99
Dale Tested:
FIELD DATA:
Source of Malerial:
Location Sampled:
Area Representing:
Import - Fred Hill
Roadway
rap Course
LABORATORY:
Max. Oenshy
Dry: 133.3
Optimum
Moislllre: 5.1
Lbs.lCn. Ft.
%
Soil: Type &
Color: Gray 5/8" Minus Crusbed
Tesl
';p""licollOn,: O-1557-9I-c
Cylinder 6 " Hammer 10 Lbs.
r Drop 18 ---L- Layers
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0 Tested By, SteDben 8lanev
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Report Number:
Project Number:
Test Nwnber:
Date Reported:
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7123/99
7121/99
I MOISTURE OJ. OF D RY WEIGHT I
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GENERAL TESTING LA BORA TORIES, INC.
18970 Third Avenue NE, P.O, Box 1586, Poulsbo, W A 98370
CLIENT: LV. ~~-:I_
PROJECT: (sL~JJ) lIJl~~,J K:JIJ)~ !,M
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CONTRACTOlt: StJ'hAI
IN-PLACE DENSITY METIIOD: ( ) ASTM 0-1556 ( ) D.2922
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CONTRACTII:
DATE:
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REPORT II:
PROJ ECT II: B . '7IJ ((I..
SUB.CONTRACTOR:
MAXIMUM DENSITV
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STATE OF WASHINGTON
COL'NTY OF JEFFERSON
In the matter of:
An Agreement to Establish
Public Roads in the Plat of Irondale
Division 6
This agreement made and entered into this C day of~, 1999, by and between Mr,
\V.E. Seton, hereinafter called the DEVELOPER, and the County of Jeiferson, acting by and
through the Board of County Commissioners. heteinafter called the COl.JNTY, This Agreement is
made pursuant to Chapter, 36,82,110, R.C,W.
\VHEREAS, the DEVELOPER owns certain property in the Plat of lrondale Division 6,
situated in Section 35, Township 30 ;.Iorth, Range 1 West, W,M" Jefferson County, Washington;
and
WHEREAS, the road rights-of-way within the Plat oflrondale Division 6 were dedicated to
the use of the public; and
WHEREAS, the DEVELOPER was granted a permit by the Jefferson County Department
of Public Works to open the Andrew Avenue and East Island View Avenue rights-of-way within
the Plat of lrondale Division 6 and constrUct the roadways to the appropriate County standards; and
\VHEREAS, the DEVELOPER has constrUcted roadways on the said rights-or-way to the
appropriate County standards; and
WHEREAS. the DEVELOPER desires to have Andrew Avenue north of East Island View
Avenue and East Island View Avenue established as County Roads; and
WHEREAS. Andrew Avenue and East Island View Avenue adjoining Blocks 134-135,
141. I+.!, 150-153 in the Plat oflrondale Division 6 are depicted on the attached exhibit; and
WHEREAS, the COUNTY is willing to surface said roads at the DEVELOPER's expense;
Agreement No. qq -1
NOW THEREFORE it is mutually agreed between the parries hereto as follows:
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The COL 'NTY will proceed to establish the roads as shown on the exhibit;
The COL 'NTY will initiate all necessary actions related to establi~Junent of said
roads;
The COL 'NTY will place a l\vo-shot light bituminous surface treaanent on the roads
shown on the attached exhibit, The COL N'TY will perfonn work in conjunction
with other surfacing projects on its annual road maintenance program as soon as is
practical;
4.
The COL 'NTY will inspect the roads prior to acceptance to ensure that constlUction
has been in Jccordance with adopted standards of the Department of Public Works;
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Chip $<.1 R~lmburs~menl A~re~menl
Andre IV .nd East lsl.nd VieIV ,"venue,
EC61 .I*.,,J View - c.."'~1 ~Cl
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Upon establishment and acceptance of said roads, the COUNTY will be responsible
for the continued maintenance thereof;
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The DEVELOPER will pay the COUNTY for all construction and administrative
expenditures to be made by the COUNTY to surface said roads, which cost is
estimated to be Thirteen Thousand Nine Hundred SLxty. Two Dollars, The
DEVELOPER shall provide surety either in the fonn of a irrevocable letter of credit
or an open account agreement, from a bank approved by the COUNTY, equal to one
hundred and fifteen per cent (115%) of the estimate to guarantee payment for actual
expenditures, The estimate includes the actual cost of the work completed, plus a
fifteen per cent (15%) administrative fee,
The DEVELOPER shall provide plan and profile record drawings of the roadways
and rights-of-way, including all drainage structures at a scale of one inch to fifty feet
(I" =50');
8,
The DEVELOPER shall provide for the centerlines of the roads to be monwnented
with monwnents in cases by a licensed land surveyor in compliance with the
standards of the Department of Public Works.
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Chip Se~1 Reunburlemenl Agreement
Andrew:llld E~lt Island View Avenues
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IN WIr.-rESS WHEREOF, the parties hereto have executed this agreement as of the day
and year above written,
JEFFERSON COUNTY
BOARD OF COMMISSIONERS
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W,E, Seton ':
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Dan l1arpole, Chair
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(G-u,&ct frhscrce)
Richard Wojt, Member
ATIEST:
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Loma Delaney
Clerk of the Board
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Frank GilTord
Public Works Direc or / County Engineer Interim
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Clup Se11 Reimbursement Agreement
Andrew 3nd E:utlsland View Avenues
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JEFFERSON COUNTY
DEPARTMENT OF PUBLIC WORKS
cJOJetftrsonCountyPermilCeRler
621 SheridanSlreel
Port Tcwnsend,WA 98368
(360)379'4450
1.800.424.5555
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District No. 6
PERMIT
PERMIT.NUMBER 1631
JOB.NUMBER 3RD RENEW
PERMIT.TYPE OPEN RIGHT-OF-WAY
In accordance with all applicable Revised Codes of Washington and amendments thereto, and subject to all the terms, conditions
and provisions wriuen or printed below or on any part of this form, permission is hereby granted to
GENE SETON, 4890 SOUTH DISCOVERY ROAD, PORT TOWNSEND, WA 98368, to:
THE APPLICANT HAS PERMISSION TO OPEN A PORTIONS OF THE COUNTY
RIGHTS-OF-WAY IN THE PLATS OF IRONDALE #4, #5, AND #6 TO COUNTY
ROAD STANDARDS, AS PER THE PROPOSAL SUBMITTED WITH THE THRESHOLD
DETERMINATION FOR THIS PROJECT. THE APPLICANT MAY ALSO CONSTRUCT
ROAD APPROACHS AS PER THE PLANS SUBMITTED.
County Road No. Ci;7R,nQ
Franchise No.
Mile Post-4WUOUS-
SPECIAL PROVISIONS:
THE APPLICANT SHALL BE RESPONSIBLE FOR BUILDING AND MAINTAINING,
FOR THE DURATION OF THIS PROJECT, A STABILIZED CONSTRUCTION
ENTRANCE. QUARRY SPALLS A MINIMUM OF 12" DEEP AND HAVE A MINIMUM
WIDTH OF 20 FEET AND A MINIMUM LENGTH OF 50 FEET FROM THE COUNTY
ROAD. THE APPLICANT SHALL.ALSO BE RESPONSIBLE FOR REMOVING
IMMEDIATELY, ANY MATERIAL TRACKED ONTO THE COUNTY ROAD. THE RIGHT
OF WAY SHALL BE LOCATED AND TilE CENTERLINE STAKED BY A SURVEYOR
LICENSED IN THE STATE OF WASHINGTON. THE APPLICANT SHALL BE
RESPONSIBLE FOR MAINTAINING THE INTEGRITY OF ALL SURVEY MONUMENTS,
BOUNDARY MARKERS, ETC. THAT MAY BE AFFECTED AS A RESULT OF THIS
PROJECT. ALL MITIGATIVE MEASURES REQUIRED ON THE DETERMINATION OF
N0N-SI~NIFI~ANCE FOR THIS PROJECT SIIALL BE COMPLIED WITH.
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^ bond in the amount of S is required for the protection of Jefferson CoulllY ~s sel fonh in the terms of
the bond, No work shall be done under Ihis permit until the party or panics to whom it is granted shall have communicated with
and received instruclions from ..JEEEI'..RSOlLCOUN'J'V PI1Bf IC-WOJU<S This permit shall be void unless the work
herein contemplated shall have been completed before ~1/n.'9' . , .
In accepting this permit the grantee, his SUCC~~~OrE and assigns. agree that any damage or II1JUry done to the property of the
granlce or any expense incurred by him through the operation of a contractor, working for the County or any County employee
,hall he at the sole expense of the grantee, his successors and assigns.
__ _ --W--E--SE~N-, the undersigned, hereby accepts this permit sllbjectto
Ihe lerms and condition, as herein set forth.
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^PP~~I GENE SETON
Date
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Applicant Name
w. E. C:R'lnN
Address: 4890 s. DISCOVERY ROAn P()R'!' ~1c:mm WA qR368
Phone:
Signature: Date:....Ql/05/93
.........................f..........~............~...........................................
PERMIT
SUBJECT TO THE TERMS AND CONDITIONS BELOW, PERMISSION IS HEREBY
GRANTED TO THE APPLICANT TO OPEN THE DESIGNATED RIGHT OF WAY.
ApPLICABLE PROVISIONS ARE' NOTED BY AN (X).
Applicant Is authorized to construct a private accass road to hIs or her property In
accordance w"h eppllcable standards for private roads, The right 01 way will ba located and
staked by a licensed land surveyor at the expense ollhe applicant. The permit does not
prevent olher property owners or the general public Irom using the access road, In the event
users ollhe road wish to have the road maintained by the county, the users shall. under the
Inspection of Ihe County Engineer, Improve the road to minimum county road standards or
they may form a road Improvement dlslrlct (RID) per RCW 36,00 to pay lor the costs 01
Improvements,
X Applicant shall construct a roadway to county road standards, The right 01 way will b"
located and staked by a licensed land surveyor at the expense ot the applicant. Aller
construction 10 county road standards, tho new road wnl be maintained by the county.
SEE ATTACHED SPECIAL PROVISIONS OR MITIGATIVE MEASURES
RECOMMENDED FOR APPROVAL BV DATE_
APPROVED BV DATE
"1:halrmen, Board 01 County commissioners
Applicant agrees to perform the work In strict compliance w"h the terms and conditions sst out hereIn and
any special provisions attached hereto.
DATE
SIgnature 01 Applicant
PERMIT EXPIRATION DATE
9(0"~.d Aul t.w~OI.Clj
fa~\.J:h\(,l'(ll.h~t.1c~4o'lcC;
[:1':>100' AJe. t.~ '790Cf7
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. "" - ~..
MAR 26 1993
JEFFERSON CCiI
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JEFFERSON COUNTY
DEPARTMENT OF PUBLIC WORKS
1820 Jellerson Slreel
PO Bo.'220
POrl Townsend, WA9B368
12061385.9160
1.800.424.5555
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PERMIT PERMIT.NUMBER 1631
JOB. NUMBER ~
PERMIT.TYPE -GPEV 1>:7'T or ~
In accordance wnh all applicahle Revised Codes of Washington and amendments thereto, an:fu:~??lt~~S: conaition
and provisions written or printed below or on any part of this form. permission is hereby granted to
GENE SETON, 4890 SOUTH DISCOVERY ROAD, PORT TOWNSEND, WA 98368, to:
THE APPLICANT HAS PERMISSION TO OPEN A PORTION OF THE COUNTY
RIGHTS-OF-WAY IN THE PLAT OF IRON DALE #5 AND #6 TO COUNTY ROAD
STANDARDS, AS PER THE PROPOSAL SUBMITTED WITH THE THRESHOLD
DETERMINATION FOR THIS PROJECT.
DiStriCT No, 6
County Road No. C678209
Franchise No.
Mile Post VARIOUS
SPECIAL PROVISIONS:
THE APPLICANT SHALL BE RESPONSIBLE FOR BUILDING AND MAINTAINING,
FOR THE DURATION OF THIS PROJECT, A STABILIZED CONSTRUCTION
ENTRANCE. QUARRY SPALLS A MINIMUM OF 12" DEEP AND HAVE A MINIMUM
WIDTH OF 20 FEET AND A MINIMUM LENGTH OF 50 FEET FROM THE COUNTY
ROAD. THE APPLICANT SHALL ALSO BE RESPONSIBLE FOR REMOVING
IMMEDIATELY, ANY MATERIAL TRACKED ONTO THE COUNTY ROAD. THE RIGHT
OF WAY SHALL BE LOCATED AND THE CENTERLINE STAKED BY A SURVEYOR
LICENSED IN THE STATE OF WASHINGTON. THE APPLICANT SHALL BE
RESPONSIBLE FOR MAINTAINING THE INTEGRITY OF ALL SURVEY MONUMENTS,
BOUNDARY MARKERS, ETC. THAT MAY BE AFFECTED AS A RESULT OF THIS
PROJECT. ALL MITIGATIVE MEASURES REQUIRED ON THE DETERMINATION OF
NON-SIGNIFICANCE FOR TIIIS PROJECT SHALL BE COMPLIED WITH.
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A bond in the amount of L is required for tbe protection of Jefferson County as set forth in the terms of
the bond. No work shall be done under this permit until the party or parties to whom it is granted shall have communicated with
and received instructions from .JEI'f'ERSON-GGYN'l"I-Pl1Bt.lG-WQRKS This permit shall be void unless the work
herein contemplatcd shall have been complclcd bcforc -06 II B 194 '
10 accepting this permit the granlec. his succcssors and assi8~s, agrce tbat any damage or injury done to the property of the
grantee or any expense incurred by him through the operalion of a contractor. working for the County or any County employee
shall be at the sole expense of the grantee. his successors and assigns.
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------WT-&r-SE'OON-. the undersigned, hereby accepts this permit subject to
the terms and conditions ilS herein set forth,
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f./Wilicanl GENE SETON
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Date o~4~
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JEFFERSON COUNTY PERMIT CENTER
621 Sheridan Street, Port Townsend, WA 98368
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THRESHOLD DETERMINSTION
AND ADOPTION OF EXISTING
ENVIRONMENTAL DOCUMENT
ADOPTION OF A MITIGATED DETERMINATION OF NON-SIGNIFICANCE
DESCRIPTION OF CURRENT PROPOSAL: The project is to open portions
of Olympic Ave., Lyter Ave., Cascade Ave., Victory Ave., Bayview
Ave., Carnegie Ave., Stomberg Ave., and Andrews Ave. of Irondale
No.6 and Gary Ave., Hilton Ave., pittsburg Ave., Mclellan Ave.,
Willison Ave., Cascade Ave. and Bayview Ave. of Irondale No.5.
PROPONENT: W.E. SETON
LOCATION OF CURRENT PROPOSAL: The project site is located
approximately fur miles southeast of Port Townsend, southerly of
tthe Kala Point community in Irondale No.5 and Irondale No.6.
TITLE OF DOCUMENT BEING ADOPTED: Mitigated Determination of Non-
significance for W.E. Seton.
AGENCY THAT PREPARED DOCUMENT BEING ADOPTED: Jefferson County
DATE ADOPTED DOCUMENT WAS PREPARED: May 14, 1993
DESCRIPTION OF DOCUMENT (OR PORTION) BEING ADOPTED: Mitigated
Determination of Non-significance to open portions of platted
streets in Irondale No. 5 and Irondale No.6.
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IF THE DOCUMENT BEING ADOPTED liAS BEEN CHGALLENGED PLEASE DESCRIBE:
Not applicable.
a.uJ1ding Environmental Health
Building Permits Sepllc Permits
(360) 379.4450 Water Review
Inspection Hotline (360) 379.4450
._..(~~~l~~~~,~______.__.
THE DOCUMENT IS AVAILABLE TO BE READ AT: Jefferson County Permit
center, 621 Sheridan Avenue, Port Townsend, Washington 98369;
Monday through Friday, 9:00 a.m. to 4:.30 p.m. (360-4463).J
",.rtlollrc.\re..) !\Jd~soqO'J 'PW.,pkt Ave. .ec,&olocq
E'4':>T ):':!,IMG\ \J i~lU U~J;.'lo(
~~( A~e. lo \(0110(1 \
flf:,l-o" Ay'J.- (C'l'1ce"
Develooment Review eu~
Subdivision, Zoning Road Approach
& Shoreline Permits Permits & Addresses
(360) 379.4463 (360) 379.4450
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'.800.831.2678
FAX: (360) 379.4451
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PURSUANT TO WAC 197-11-600 AND 630, WE HAVE IDENTIFIED AND ADOPTED
THIS DOCUMENT AS BEING APPROPRIATE FOR THIS PROPOSAL AFTER
INDEPENDENT REVIEW. THE DOCUMENT MEETS OUR ENVIRONMENTAL REVIEW
NEEDS FOR THE CURRENT PROPOSAL AND WILL ACCOMPANY THE PROPOSAL TO
THE DECISION-MAKER.
NM4E OF AGENCY ADOPTING DOCUMENT: Jefferson County
CONTACT PERSON, IF OTHER THAN THE RESPONSIBLE OFFICIAL: Dennis
Thomason, Associate Planner.
PHONE: 360-379-4463
RESPONSIBLE OFFICIAL: David R. Goldsmith
POSITION/TITLE: Director of Community Services; Acting Responsible
Official for Jefferson County Development Review Division
ADDRESS: 621 Sheridan Avenue, Port Townsend,Washington 98368
DATE:
1995
c:
Washington State Department of Ecology
Washington State Department of Fish & Wildlife
Washington State Department of Natural Resources
Jefferson County Department of Public Works
Jefferson County Health Department
Fire Protection District #l
Jefferson County Public utility District #1
1I00d Canal Environmental Council
Olympic Environmental Council
Port Townsend-Jefferson County Leader
W.E. Seaton
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W.E. SEATON
MITIGATIVE MEASURES
MITIGATIVE MEASURES:
1. The applicant shall open the roadways in accordance with
, the standards of the Jefferson County Department of
PUblic Works, and in compliance with any and all
stipulations which shall be stated on permits which the
Department of Public Works shall .issue to applicant.
2. A slope/bluff stability assessment performed by a
qualified soils engineer or engineering geologist shall
be conducted to determine whether hazardous conditions
will result from the proposed activity. The bluff
stability assessment shall include recommendations to
minimize identified significant environmental impacts.
3. The proponent shall incorporate into stormwater control
practices the storm drainage criteria of the Washington
State Department of Ecology Storm Water Manaoement Manual
(current edition). The mallUal's "Best Management
Practices" shall be utilized and stormwater control
measures shall be adequate to treat and control runoff.
Temporary erosion control methods for construction
purposes shall be approved by the Department of Public
Works and employed during construction.
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I hereby clarity or change the proposal to include the above
mitigative measures to reduce adverse impacts.
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JEFFERSON COUNTY
PLANNING AND BUILDING DEPARTMENT
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P,O, Box 1220
Port Thwn..nd, Washington 98368
PI.n"lng (206) 385.9140
Building (206) 385.9141
JEFFERSON COUNTY COURTIIOUSE
Craig Ward, Director
MITIGATED
DETERMINATION OF NON-SIGNIFICANCE
AND LEAD AGENCY STATUS
DATE:
May 14, 1993
APPLICANT: W.E. Seton
PROPOSAL: Open Right of Way Request: The request is to open
following plaUed streets in Irondale #5 and #6: Bayview
Avenue, Lyter Avenue between Blocks 153 and 158, Elston
Avenue between Blocks 159 and 160, Elston Avenue
between lots 13-20 in Block 158 and lots 13-24 in Block
161, and Elston Avenue adjoining Block 162 and lying north
of lot 23 in said block. The proponent proposes to open
these streets to county standards.
lOCATION: The project she is located approximately four miles
southeast of Port Townsend, southerly of the Kala Point
community.
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MlTIGATIVEMEASURES:
The mitigative measures are designed to address impacts identified through
the Environmental Checklist submitted by the applicant, field evaluations by
the Planning and Public Works Departments, and public comments
(including that by other agencies). These impacts are:
Land modification in an area designated as "unstable".
Storm water run-off during construction and after buildout. '
Potential access impacts to the adjacent County road.
County policies which address these impacts are contained in the
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I. Jefferson County SEPA Implementing Ordinance
2. Tri-Area Community Development Plan
3. Jefferson County Stormwater Policy No. JCDPW 10.26.1
NOTICE OF LEAD AGENCY: Jefferson County has determined that it is the
lead agency for the above-described proposal.
NOTICE OF NON-SIGNIFICANCE: Jefferson County has determined that the
above-described proposal would not have a probable significant adverse
impact on the environment, nnd an environmental impact statement Is not
required under RCW 43.2IC.030(2)(c). This decision was made after review
of a completed environmental checklist and other Information on file with the
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Jefferson County Planning and Building Department.
COMMENT PERIOD: This determination is issued pursuant to WAC 197-
11-340(2). Jefferson County willnot act on the above-described proposal for
at least fifteen days from' the date of this determination. Comments must be
submitted by June 2, 1993, to the Jefferson County Planning and Building
Department (pO Box 1220, Port Townsend, W A 98368).
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Craig R. Ward, Director
Jefferson County Planning and
Building Department
c: Washington State Department of Ecology
Washington State Department of Wildlife
Washington State Department of Fisheries
Washington State Department of Natural Resources
Jefferson County Public Works Department
Jefferson County Health Department
Point No Point Treaty Council
Hood Canal Coordinating Council
Olympic Environmental Council
Audubon Society
Port Townsend-Jefferson County Leader
Applicant
Rep
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MITIGATIVE MEASURES
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MITIGATIVE MEASURES:
1. The applicant shall open the roadways in accordance with the standards of the
Jefferson County Department of Public Works, and in compliance with any and .
all stipulations which shall be stated on permits which the Department of Public
Works shall issue to applicant.
2. A slope/bluff stability assessment performed by a qualified soils engineer or
engineering geologist shall be conducted to determine whether hazardous
conditions will result from the proposed activity. The bluff stability assessment
shall include recommendations to minimize identified significant environmental
impacts.
3. The proponent shall incorporate into stormwater control practices the storm
drainage criteria of the Washington State Department of Ecology Storm Water
Management Manual (current edition). The manual's "Best Management
Practices" shall be utilized and stormwater control measures shall be adequate to
treat and control runoff. Temporary erosion control methods for construction
purposes shall be approved by the Department of Public Works and employed
during construction.
I hereby clarify or change the proposal to include the above mitigative measures to
reduce adverse impacts.
Date
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Proposal:
Location:
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Application:
Checklist:
Notice:
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JEFFERSON COUNTY PUBLIC WORKS DEPARTMENT Nc.<\nR.Jrt..:JM(..,
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STATE ENVIRONMENTAL POLICY ACI'
THRESHOLD DETERMINATION
and
PROPOSED MITIGATION MEASURES
W.E. Seton
W.E. Seton Open Right of Way Request: The request is to open following
platted streets in lrondale #5 and #6: Bayview Avenue, Lyter Avenue
between Blocks 153 and 158, Elston Avenue between Blocks 159 and 160,
Elston Avenue between lots 13.20 in Block 158 and lots 13-24 in Block 161,
and Elston Avenue adjoining Block 162 and lying north of lot 23 in said
block. The proponent proposes to open these streets to county standards.
The project site is located approximately four miles southeast of Port
Townsend, southerly of the Kala Point community in Section
No case number assigned.
The SEPA checklist was submitted on March 26, 1993.
Notice was published in the Port Townsend-Jefferson County Leader April
14, 1993. The site was posted by the applicant on April 14, 1993. Notice of
the pending threshold was mailed to the adjacent property owners on April
30, 1993.
COMMENTS WERE RECEIVED FROM THE PLANNING AND BUILDING
DEPARTMENT AND ARE INCORPORATED IN TI-IIS REPORT.
LandI
Shoreline Use: According to the Jefferson County Comprehensive Plan the site and
surrounding area have been designated as SUBURBAN. The site and
surrounding area are flat, wlth the exception of the abutting bluff area.
According to adopted reference maps for Jefferson County (the Coastal Zone
Atlas and the County Sub-Area Map for the Trl-Area), the site is
characterized as an "Environmentally Sensitive Area". TIle CZA indicates that
the area is unstable and is in the vicinity of an "Unstable Old Slide"; the sub.
area map also show the area 10 be considered unstable with former landslides.
Transportation! TIle proponent states that all opened streels will be brought to minimum
county road standard in accordance with PubIlc Works requirements.
I'ubllc Services I No COmments have been submitted by the local fire districts or emergency
Earth:
Water:
Plants:
Animals:
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The Jefferson County Soil Conservation Survey describes area solis as being
Cassolary sandy loam (CfC), 0.15% slopes, with good drainage, slow to
medium runoff, and a slight to moderate hazard of water erosion, in
combination with Hoypus gravelly loamy sand (HuC). Hue Is
characteristically somewhat excessively drained, with rapid permeability, slight
to moderate hazard of water erosion, and slow to medium runoff.
TIle nearest body of water is Port Townsend Bay, which abuts the coaslllne
adjoining the plat. Chlmacum Creek lies to the south of the propoSlll,
approximately 500 feet from the most southerly portions of the project. .
No endangered species have been identified within the scope of this project.
TIle road areas have been cleared of trees in the past and are currently
covered with scrub brush and grasses.
No endangered species have been identified within the scope of this project.
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Based on review of the Environmental Checklist and other available material and inspection
of the site, the Public Works staff recommends that the Responsible Official consider the
following potential significant environmental impacts:
Land modification in an area designated as "unstable".
Storm water run-off during construction and after buildout.
Potential access impacts to the adjacent County road.
StalT Recommendations:
The Public Works Department recommends issuance of a Mitigated Determination of Non-
Significance.
Proposed mitigation measures:
The following mitigative measures are proposed by the Public Works staff for consideration by
the Responsible Official.
· The applicant shall open the roadways in accordance with the standards of the Jefferson
County Department of Public Works, and in compliance with any and all stipulations which
shall be stated on permits which the Department of Public Works shall issue to applicant.
· Provisions of the Jefferson County SEPA Implementing Ordinance indicated that a geologic
investigation should be done prior to any land modification. A slope/bluff stability
assessment performed by a qualified soils engineer or engineering geologist should be
conducted to determine whether hazardous conditions will result from the proposed activity.
The bluff stability assessment should include recommendations to minimize identified
significant environmental impacts.
· The proponent should incorporate into stormwater control praclices the storm drainage
criteria of the Washington Slate Department of Ecology ,Storm Water Management Manual
(current edition). The manual's "Best Management Practices" should be utilized and
stormwater control measures should be adequate to treat and control runoff. Temporary
erosion control methods for construction purposes shall be approved by the Department
of Public Works and employed during construction.
SUDDortln!! Policies
This recommendation is supported by the following adopted Board of County Commissioners
policies:
1. JelTerson County SEPA Implementing Ordlnanee
a. Proposed actions within environmentally sensitive areas should be managed according
to the severity of nalural characteristics and constraints;
b. Property owners, prospective property owners, and the general public should be
informed about the potential hazards in environmentally sensitive areas;
c. 11le existing vegetative cover should be maintained on 011 project sites to the greatest
cxtent feasible. Where removal of vegetation is necessary, a reasonable effort should
be made to replant vegetative cover, stabilize the soli, and prevent erosion;
d. Site restoration should be provided if land surface modifications violate these
adoptcd pollclcs or if construction docs not cnsuc within a reasonablc period of
time: and
All possible efforts should be made to cnsure that land surface modlficallons would
not Induce exccssive erosion, dcstabllze adjacent lands, or necessarily scar the
landscape.
f. In areas of former or active landslides and along slopes determined to be unstable,
no land modiflcution or related activities should occur without 0 favorable geologic
investigation demonstrating that hazardous conditions do not exist or that mitigative
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techniques can be used to endure safety to life and property. The geologic
investigation should be prepared by a qualified soils engineer or engineering
geologist.
2. Tri.Area Community Development Plan
a Developments should not occur within geologically unstable areas, unless structural
stability can be assured.
b. Developments along shorelines should follow the appropriate policies and
performance standards contained in the JelTerson.Port Townsend Shoreline
Management Master Program.
3, JelTerson County Stormwater Policy No. JCDPW 10.26.1
a. The Department .of Public Works shall use the current edition of the Washington
State Department of Ecology Storm Water Manal!ement Manual. and the
Washinl!ton State Department of Transportation Highwav Hydraulics Manual for
determining the applicable design standards.
Detennlnatlon of Responsible Official
I have reviewed and considered the referenced proposal, the environmental checklist, public
comment~, other available material, and the Public Works Department's staff recommendation.
I hereby:
[J issue a Determination of Non.significance.
~sue a Mitigated Determination of Non-significance.
[J issue a Determination of Significance.
U determine that I do not have sufficient information upon which to make a threshold
determination and direct Public Works staff to obtain additional Information on the
proposal.
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JEFFERSON COUNTY
PLANNING AND BUILDING DEPARTMENT
P,O. Box 1220
Port Thwnscnd, Washington 98368
I'la""lng (206) 385,9140
Building (206) 385,9141
JEFFERSON COUNTY COUIITIIOUSE
CrRlg Ward, Director
MITIGATED
DETERMINATION OF NON-SIGNIFICANCE
AND LEAD AGENCY STATUS
DATE:
May 14, 1993
APPLICANT: W.E. Seton
PROPOSAL: Open Right of Way Request: The request is to open
following platted streets in Irondale #5 and #6: Bayview
Avenue, Lyter Avenue between Blocks 153 and 158, Elston
Avenue between Blocks 159 and 160, Elston Avenue
between lots 13-20 in Block 158. and lots 13-24 in Block
161, and Elston Avenue adjoining Block 162 and lying north
of lot 23 in said block. The proponent proposes to open
these streets to county standards.
LOCATION: The project site is located approximately four miles
southeast of Port Townsend, southerly of the Kala Point
community.
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MITIGA TIVIMEASURES:
. The mitigative measures are designed to address impacts identified through
the Environmental Checklist submitted by the applicant, field evaluations by
the Planning and Public Works Departments, and public comments
(including that by other agencies). These impacts are:
* Land modification in an area designated as "unstable".
* Storm water run-off during construction and after buildout.
* Potential access impacts to the adjacent County road.
County policies which address thcse impacts are containcd in thc
1. Jefferson County SEPA Implementing Ordinance
2. Tri-Area Community Dcvelopment Plan
3. Jefferson County Stormwater Policy No. JCDPW 10.26-1
NOTICE OF LEAD AGENCY: Jefferson County has detcrmined that it is the
lead agency for the above.described proposal.
NOTICE OF NON.SIGNIFICANCE: Jefferson County has dctermlned that the
above-described proposal would not have a probable significant adversc
impact on the environment, nnd an cnvironmental impact statement is not
required under RCW 43.2IC.030(2)(c). This decision was madc after review
of a completed environmental checklist and other information on file with the
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COMMENT PERIOD: This determination is issued pursuant to WAC 197-
11-340(2). Jefferson County willnot act on the above-described proposal for
at least fifteen days from' the date of this determination. Comments must be
submitted by June 2, 1993, to the Jefferson County Planning and Building
Department (PO Box 1220, Port Townsend, W A 98368).
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Craig R. Ward, Director
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Building Department
c: Washington State Department of Ecology
Washington State Department of Wildlife
Washington State Department of Fisheries
Washington State Department of Natural Resources
Jefferson County Public Works Department
Jefferson County Health Department
Point No Point Treaty Council
Hood Canal Coordinating Council
Olympic Environmental Council
Audubon Society
Port Townsend-Jefferson County Leader
Applicant
Rep
Parties of Record
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RO. Box 1220
Port Townsend, WA 98368
(206) 385,9160
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JEFFERSON COUNTY
DEPARTMENT OF PUBLIC WORKS
Gary A. Rowe. RE" Director
Robert G, Nesbitt, RE., County Engineer
NOTICE OF PENDING SEPA TIlRESHOLD DETERMINATION
FOR
APPLICATION TO OPEN RIGHTS OF WAY
GENE SETON, PROPONENT
NOTICE IS HEREBY GIVEN that Gene Seton has applied for approval to open the
following platted streets in Irondale #5 and #6: Bayview Avenue, Lyter Avenue between
Blocks 153 and 158, Elston Avenue between Blocks 159 and 160, Elston Avenue
between lots 13-20 in Block 158 and lots 13-24 in Block 161, and Elston Avenue
adjoining Block 162 and lying north of lot 23 in said block. The proponent proposes to
open these streets to county standards. The proposal is subject to environmental review
and threshold determination under the State Environmental Policy Act (SEPA).
Information on the environmental review is available from the Jefferson County
Department of Public Works (PO Box 1220, Port Townsend, WA 98368). Comments
concerning SEPA environmental review of this proposal must be submitted to the
Department of Public Works by THURSDAY, APRIL 2!J, 1!J!J3.
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p.G. Box 1220
Port Townsend. WA 98368
(206) 385,9160
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JEFFERSON COUNTY
DEPARTMENT OF PUBLIC WORKS
Gary A Rowe. PE., Director
Robert G. Nesbitt. PE.. County Engineer
MEMORANDUM
FROM:
DATE:
Department of Public Works
May 10, 1993
SUB,rnCf: SEPA Review, W.E. Seton Open-right-of-way Permit: Irondale
Upon review of the environmental checklist for the above referenced project, the
Jefferson County Department of Public Works has identified the following
environmental impacts:
Section 20 of the checklist refers to Water Run-Off (Including storm water). This
impact is addressed by the policies in the Jefferson County Imolementlnl.!
Ordinance: State Environmental Pollcv Act.
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The proponent should Incorporate Into stormwater control practices the stonn
drainage criteria of the Washington State Department of Ecology Stonn Water
Manal!ement Manual (current edition). The manual's "Best Management
Pracllces" should be utilized and stormwater control measures should be
adequate to treat and control runoff.
Temporary erosion control methods for construction purposes shall be approved
by the Department of Public Works and employed during construction.
Section 70 of the checklist refers to Transportation (new roads or Improvements to
existing roads). This impact is addressed by the policies of the .Jefferson County
Comorehenslve Plan. QJ.ooter 7: GOALS AND POLICIES. Trnnsoortntlon nnd
Clrculntlon.
The department advises that the following mitigation measure be Implemented to
alleviate the impact:
The proposed roadways shnll be constructed to the standnrds of the Jefferson
County Depnrtment of Publle Works. All plans nnd speclncatlons required shall
be submllled, reviewed nnd npproved by the Deportment of Publle Works prior
to construction.
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issues within the scope of its regulatory authority. We do not represent that the above limits
potential impacts in areas of concem .
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MAR 26 1993
3EFFERSON COUNTY
JEFFERSON COI '
ENVX RONMENTAL CHECKL::J:'ST ....
lhe State Envlronmenta I Polley Act (SEPAl, RCM 13, 7fC, re~u Ires all governoenta 1 agencIes to conlld.r the envlronmenta I Impact.
of a proposal before making dectslons. An environ.ental 'Mpact state.ent (EIS) IIUlt be prefared for all proposals with probable
llgnlftcant adverse I.pacts on the quallty of the envIronment, lhe purpose of thIs checkl st Is to provIde informatton to help
you and the egency Identlfy Impacts frOM your proposal: reduce or avoid iapacts fro. the proposal, If it can be done: and help
the agency decIde whether an EIS Is required.
PROPONENT:
W. E. SEWN
4890 S. DISCOVERY ROAD, PORT TOWNSEND, WA. 98368 '
ADDRESS:
TELEPHONE: (home) 385-3636
(business)
385-2159
AUTHORIZED REPRESENTATIVE/CONTACT:
W. E. SE'ION
ADDRESS:
4890 S. DIS:::OVERY ROAD, PORT TOWNSEND, WA. 98368
TELEPHONE: (home)
385-3636
(business)
385-2159
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DIRECTIONS
This checklist asks you to describe some baeic information about your proposal. The
queetions apply to the entire proposal, including those phased over a period of time
or on separate parcels of land.
Answer each question accurately and completely to avoid unnecessary delays in
processing this checklist. If you do not know an answer, write "unknown," or if a
question does not apply, write "not applicable."
Answers to some questions may require special expertise or technical assistance from
qualified persons. The cost of obtaining such information is the responsibility of the
proponent.
Attach any additional information (reports, studies, maps, illustrations, leases, permits,
etc.) that may further describe the proposal or be required by Jefferson County.
Contact the Jefferson County Planning and Building Department for assistance in
completing the checkIJst and for information on the administrative procedures for its
pro,cessing.
PLEASE PRINT IN INK OR TYPE EACII ANSWER. DO NOT WRITE IN THE AREA DESIGNATED
"EVALUATION."
PROPOSAL AND PROPERTY DESCRXPTXON
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PROPOSED PROJECT DESCRIPTION (inolude all factors that will give an accurate
understanding of its scope and purpose): .p _.t;" if
Within the plat tad area south of Kala Point, 1ronda1e H6. ClelU' str~et right-Of-way
i.n parts of the following streets. Bayview AVO., Caseade AVO., Andrew AVO..
Victory Ave.. Strcrnberg Ave.. Carnegie Ave. and Lyter AVO.
For tree ranoval. Construcl, rO.ilds to County Standard with
underground utilities.
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PROPERTY AND AREA DESCRIPTION:
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Address:
None
Block:
Legal (from property tax statement): Lot:
Subdivision: Irondale #6
Quarter sections: N~
Tax Parcel:
streets
30
Range: I W
section:
35
Township:
Tax Number:
None
Lend Area (dimensions): Part of streets in App. 40 A
Describe the location, physical characteristics, and extent of land area to be
affected; include all factors that will give an accurate understanding of the
property and its environment:
Open part of the streets in plat of Irondale #6
SCHEDULE (beginning and ending dates of the proposal, including phases):
January 25, 1993 March I, 1993
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others that may affect the proposal):
None
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REQUIRED APPROVf\LS (all local, stats, and federal approvals required for the completions
of this proposal and if any approvals are pending that arB related to the proposal):
N/A
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ENVIRONMENTAL DATA (any,elC1stin9 or proposed environmental information such as
studies or documents related to the proposal):
N/A
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ENVIRONMENTAL COMMENTS
EARTH
BVALUATION
: 1.
Check the item that describes the site:
o flat 0 'rolling 0 hilly o steep slopes
o mountainous 0 other: Gentle slODe
What is the steepest elope on t!~e site? Identify the
approximate percent of the slope: 10%
What gsneral types of soils are found on the site
(sand, gravel, peat, muck)? If you know the
classificatiqn of agricultural soils, specify them and
note any prime farmland: Clay, Sandy Loam
; 2.
. 3.
4.
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Are there surface indications or a history of
unstable soils in the immediate vicinity? If so,
describe them:
N/A
5.
Describe the purpose, type, and approximate
quantities of any filling or grading proposed.
Identify the source of the fill:
M!a
6.
Could erosion occur as a result of clearing,
construction, or use? If so, generally describe it:
NIT>.
7.
About what percen1; of the site would be covered with
impervious surfaces after construction of the
project (that is, asphalt or buildings)?
N/A
8.
Describe proposed measures to reduce or control
erosion or other impacts to the earth, it any:
Erosion & sedimentation control plan will be developed
to the standards of the WA St. DOE Storm Water Management
Manual and submitted for approval.
AIR
9. What types of emissions to the air, it any, would
result from the proposal during construction and
when the project ilJ completed (dust, car odors,
industrial wood smOke)? Generally descr.l.be and give
approximate quantities, if knOWn! Dust and Equipment
odors durinq Clearing operations.
10. Are there any oft-site sources ot emissions or odors
that may affect your proposal? If so, generally
describe them I
N/A
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11. Describe proposed measures to reduce or control
emissions ~. other impacts to the air, if any:
All eaui~ment will'be in qood workinq order.
HATER
Surface Hater
12. . Is there any surface water body on or in the
immediate vicinity of the site, including year-round
or fleasonal streams, salt waters, lakes, ponds, and
wetlands? If yes, describe the type and provide
names. If appropriate, state what stream or river it
flows into:
Port Townsend Bay
13. Will the project require any work over, in, or
adjacent to the described waters (within 200 feet)?
If yes, describe the work and attach available plans:
.N/A
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14. Estimate the amount of fill end dredge material that
would be placed or removed from the surface waters
or wetlands and indicate the area of the site that
would be affected. Identify the source of the fill
material:
N/I\
15. Will the proposal require surface water withdrawals
or diversions? Give a general description and
identify the purpose and approximate quantities, if
known :
N/A
15. Does the proposal lie within a 100-year flood plain?
If so, note the location on the site plan:
N/A ~-
17. Does the proposal involve any discharges of waste
materials to surface waters? If so, describe the
type of waste and anticipated volume of dischargel
N/I\
Ground Water
18. Will ground water be withdrawn or will water be
discharged to ground water? Give a general
description and identify the purpose, and
approKimate quantitiee, if known:
N/A
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19. Describe the waste material that would be discharged
into the ground from septic tanks or other sources,
if any (domestic sewage; industrial wastes and
chemicals contained; agricultural wastes). Describe
the general size of the system; the number of such
systems; the number of houses to be served, if
applicable, or the number of animals or humans the
system(s) is expected to serve:
N/1I
Water Run-Off
(~nclud1ng storm water) .
20. Describe the source of run-off, including storm
water. Describe the method of collection and
disposal, . if any, including any known quantities.
Where will this water flow? Will this water flow into
other waters? If so, describe it: Rainfall will fall
onto the paved surface and run lnto sandy road
Qltcnes.
21. Could waste materials enter ground or surface
waters? If so, generally describe how:
No waste will be introduced.
22. Describe proposed measures to reduce or control
surface, ground, and run-off water impacts, if any:
No increase in off-site discharge of surface
water.
PLANTS
23. Check the types of vegetation found on the site:
Deciduous tree: G alder 0 maple 0 aspen
o other:
Evergreen tree: Gl fir 0 cedar 0 pine
o other:
o Shrubs 0 Grass 0 Pasture 0 Crop/Grain
Wet Soil Plants: 0 cattail 0 buttercup
o bulrush 0 skunk cabbage
o other:
Water Plants: 0 water lily 0 eelgrass 0 mllfoil
o other:
other:
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or altered? That within the street Riqht-of-Way
2!l. List threatened or endangered specieB known to be
on or near the site: Not aware of any
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26. Describe the proposed landscaping, use of nature
plants, or other measures to preserve or enhance
vegetation on the site, if any:
N/~
ANIMALS
27. Check any birds and animals that been observed on
or near the site or are known to be on or near the
site:
Birds: 0 hawk 0 heron 0 eagle Ei> songbirds
o other: ?
Mammals: ell deer 0 bear 0 elk 0 bsaver
o other:
Fish:
o
o bass
shellfish
o salmon
o other:
o trout 0 herring
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28. List any threatened or endangered species to be on
or near the site: Not aware of any
. 29. Is the site part of a migration route? If DO, how?
Don't think so.
30. Describe proposed measures to preserve or enhance
wildlife, if any:
N/A
BNERGY AND NATURAL RESOURCES
31. What kinds of energy (electric, natural gas, oil, wood
stove, solar) would be used to meet the completed
project's energy needs? Describe whether it would
be 'used for heating, manufacturing, etc.:
N/A
32. Would the project affect the potential use of solar
energy by adjacent properties? If so, generally
describe the affect:
No
33. What kinds of energy conservation features are
included in the plans of this proposal? List other
propos~d measures to reduce or control energy
impacts, if any:
N/A
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ENVIRONMENTAL HEALTII
34.
Are there any environmental health hazards,
including exposure to toxic chemicals, risk of fire
and explosion, spill, or hazardous waste, that could
occur as a result of this proposal? It so, describe
the hazards:
No
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35. Describe special emergency services that might be
required:
N/A
36. Describe proposed measures to reduce or control
envil'onmental health hazal'ds, if any:
N/A
NOISE
37. What types of noise exist in the area that may
affect your project (traffic, equipment, operations)?
N/A
38. What types and levels of noise would be created by
or associated with the project on a short-term or a
long-term basis (construction, traffic, operation)?
Indicate what hours noise would come from this site:
Short term: Construction Equipment
Lonq term: N/A
39. Describe proposed measures to reduce or control
noise impacts, if any:
Maintain equipment
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LAND AND SHORELINE USE
40. What is the current use of the site and adjacent
properties? Undeveloped Plat
41. lias the site been used for agriculture? If so,
describe the use:
No
42. Describe any structures on the site:
N/A
43. 'Will any structures be demolished? If so, what
structures?
N/A
44. What is the current comprehens1ve plan or community
development plan designation of the site? Identify
the plan: Comp plan Residential
45. If applicable, what is the current Shoreline Master
Program designation of the site?
N/A
46.
lias any part of the site been
"environmentelly sensitive" area?
part:
No
classified as an
If 80, specify the
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47. Approximately how many people would reside or work
in the completed project? N/A
48. Approldmately how many people would the completed
project displace? N/A
49. Describe proposed measures to avoid or reduce
displacement impacts, if any:
N/A
50. Describe proposed measures to ensu~e the proposal
is compatible with existing and projected land uses
and plans, if any: Conforms to Tri-Area compo
plan.
HOUSING
51. Approximately how many units would be provided, if
any? Indicate whether the housing is high, middle,
or low income:
N/A
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eliminated? Indicate whether the housing is high,
middle, or low income:
N/A
53. Describe proposed measures to reduce or control
housing impacts, if any:
N/A
ABSTHBTICS
54. What is the tallest height of any proposed
structure(s), not including antennas? What is the
principal exterior building material(s) proposed?
N/A
55. What views in the immediate vicinity would be altered
or obstructed? Some water views partiallY open~,d
~
55. Describe proposed measures to reduce or control
aesthetic impacts, if any: Clear only in Right-of-Way
LIGHT AND GLARE
57.
What type
produce?
occur?
N/A
of light or glare would the proposal
What time of the day would it mainly
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58. Could light or gl6lre ft'om the finished project be a
safety hazard or interfere with views?
N/A
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EVALUATION
59. What existing off-site sources of light or glare may
affect your proposal?
N/A
60. Describe proposed measures to reduce or control
light and glare impacts, if any:
N/A
RECREATION
61. What designated and informal recreational
opportunities are in the immediate vicinity?
Old Fort 'Townsend State Park
62. Would the proposed project displace any existing
recreational uses? If so, describe the displacement:
No
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impacts on recreation, including recreational
opportunities to be provided by the project or
proponent, if any:
N/A
HISTORICAL AND CULTURAL PRESERVATION
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64. Are there any places or objects listed on or
proposed for national, state, or local preservation
registers known to be on or next to the site? If so,
generally describe them:
N/A
55. Generally describe any landmarks or evidence of
historic, cultural, archaeological, or scientific
importance known to be on or next to the site:
N/A
65. Describe proposed measures to reduce or control
impacts, if any:
N/A
TRANSPORTATION
r
67.
Identify public streets and highways serving the
site and describe the proposed access to the
existing street system. show on the site plan.
Prospect Avenue ends in the site.
Bavview Avenue to Kala point Drive.
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Is the site currently served by pUblic transit? If
no, what is the approximate distance to tho nearest
transit stop?
No 2 1/2 mlles
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69. flow many parking spaces would the completed project
have? HOI~ mlmy would ~he project eliminate?_
N/A
70. Will the proposal require any nel~ roada, strecb, or
improvements to existing roads or streets, not
including driveways>;, If so, generally describe them,
indicating whether they are public or private:__
Opening of parts of ~view,..3.!E~~' Olympic
and r,yter for IOGal access and service roads.
71. Will the project use water, rail, or nil'
transportation. or occur in the immediate VicInity of
these facilities? If so, generally describe the use:
N/A
72. How many vehicular trips per day would be generated
by the completed project? If known, indicate when
peak volumes would occur: Proposed initial project of
26 building sites iihich itill create 260 JI.DT.
73.
. Describe proposed measures to reduce or control
transportation impactG,if any: Al~ raods to be developed
to Jefferson County Puorrc-worKs stanaaros.
PUBLIC SERVICES
74.
Would the project result in an increased need for
public services (fire protection, police protection,
health care, SChools)? If so, generally describe the
resulw: Yes. Fire protection, Police protection,
Ambulance, etc.
75.
Describe proposed measures to reduce 01'
direct impacts on public services, if any:
project will meet all requirements
to the neea tor punllC~ces.
control
The
to conform
UTILITIES
76.
Check which utilities are currently available at the
site:
o water 0 electricity 0 natural gas
o refuse service 0 telophone 0 septic system
o sanitary sewer 0 othor:__..!:loll!J
Describe the utilities that are proposed for the
project, the utility providing the service, and the
general construction activities on the site or in the
immediate vicinity that might be needed:
N/A
77.
AOKNOWLEDGEMENT
I acknowledge that ell InfOrMation provided tn thll checklflt and all attached I~tertal h tru. and correct to the 'belt of IY
knowledge, I undmtand the lead agency tl relying on thll inforlatfon to lake tta deeflfon. In .dd\tton, I underltand that
review under SEPA dOli not conltltllU awove' nf a propoll!, cOllpHance wfth local, Itat., and federa regulatfonl epplfcable
to the propOlll Ihell CMlt1tUU approval. (Check wfth approprtat. agenctll to detmtne what apPrOVll. are required.) SEPA
afproval II baud on the tnforMltfon I have provtded. If found tnaccurm, approval cOllld bo wtthdrawn.
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(authorized signature)
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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. Director/County Engineer
Jefferson County Board of Commissioners
Department of Public Works Agenda
August 5, 1996
Aeenda Items:
The following items are all related to accepting roads constructed within the Plat of Irondale
Division 6:
· Review County Engineer's Report;
· Review proposed agreement between Jefferson County and Prospect View Incorporated to accept
roads constructed within the Plat of Irondale Division 6 and to chip seal those roads;
· Review proposed resolution updating the County Road Log;
· Review proposed resolution creating a County project to chip seal roads on platted rights-of-way
in the Plat ofIrondale Division 6.
StnrrContaet: James W, Pearson
!
Issues:
Mr. Gene Seton was authorized to open platted public rights-of-way and construct roads lvithin the
Plat of Irondale Division 6, The Department hos inspected the roads and delennined that they have
been constructed to adopted County standards. Mr, Seton proposes that the County accept the roads for
inclusion in the road log. He also proposes to pay to have the roads chip senled by the Department of
Public Works, Earl Wells estimates that this will cost $12,898,00, Mr, Seton also agrees have a licensed
land surveyor provide plan and profile record drallings of the roads and monument the eenterlines as per
Department standnrds,
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111e Department requests that the Board review tllc agreement lvitll Mr. Scton, the resolution to accept
tlle ronds for inclusion in tllC road log, and tllC resolution nutllOrizing tlle Department to chip senl the
roads.
,.
11le Department recommends that the Board npprove the proposed ngrtement and adopt the resolutions.
,,0
Attachments:
· County Engineer's Report;
· Proposed agreement between Jefferson County and Prospect View Incorporated;
· Proposed resolution updating road log to include roads in the Plat of' Irondale Division 6;
· Proposed resolution creating County project to chip seal roads in the Plat of Irondale Division 6.
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. JEFFERSON COUNTY
DEPARTMENT OF PUBLIC WORKS
P,Q. Box 2070
1322 Washington St.
Port Townsend, WA 9836&
(360) 385.9160
Klara A. Fabry. Director/County Engineer
MEMORANDUM
TO: Jefferson County Board of Commissioners
FROM:
K1ara Fabry, Director/County Engineer /L. fI- =t .
DATE:
July 22, 1996
RE:
County Engineer's Report; Acceptance of roads constructed within the Plat
ofIrondale Division 6
Mr, Gene Seton was authorized to open platted public rights-of-way and construct the following
roads within the Plat of Irondale Division 6: .
East Island View Avenue adjoining Blocks 159 and 160, North Lyter Avenue adjoining Blocks
153 and 158, East Casc.1de Avenue adjoining Lots 1,35, and 36 of Block 157 and Lots 1-3 of
Block 162, Prospect Avenue adjoining Lots 13-20 of Block 158 and Lots 12-24 of Block 161,
and Elston Avenue adjoining Lots 3-19 of Block 162.
The D<.'Partment has inspected the roads and determined that they have been constructed to the following
adopted County SUlndards: SuilD.ble compacted subgrade, 6 inches of compacted gravel base, 2 inches of
compacted crushed surfucing top course; 20 feet wide traveled way with 2 feet wide gravel shoulders,
General Testing Laboratory has tested the gravel base materinl and certifies that it meets WSDOT
specifications, They also certifY that it meets the required compaction, The top course materinl was from
Fred Hill's pit which is an approved source.
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Mr, Seton proposes to pay to have the roads chip senled by the Department. Earl Wells estimates that
this will cost $12,898.00, He nlso ngrees have a licensed land surveyor provide plan and profile record
drawings of the roads and monument the ccnterlines as per Department stl\J1dards, He proposes that tM
County accept these roads for inclusion in the rood log,
,.
In addition to constructing these roads, Mr, Seton hns constructed a water system which will serve the
1Il'C3, It is contemplated that the platted lots served by these roads \vill be developed with single fumily
residences in the nC3l' future.
,,0
In consideration of the abovc, I recommend tlmt the Board of Commissioners approve the ngrocment
with Mr. Seton, accept the roads for inclusion in the road log, nnd adopt the resolution authorizing the
Dcpartmentto chip senl the roads.
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DEPARTMENT OF PUBLIC WORKS
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P.O, Box 2070
1322 Washington 51.
Port Townsend. WA 98368
(360) 385-9160
Klara A. Fabry. Director/County Engineer
MEMORANDUM
TO: Paul Mcllrath, Deputy Prosecuting Attorney
FROM:
KIara Fabl)', Director/County Engineer Ie;:} 7=
DATE:
July 25, 1996
RE:
Review of agreement with Prospect View Incorporated
Attached for your review is a miwI draft of the agreement between the County and Prospect View
Incorporated, You have previously reviewed this agreement and approved it as to fonn on July 10,
1996, Based on the Department's discussion with the developer and in consideration that the project's
cost has been estimated by the Department, I have revised the agreement to lower the required surety
to 115% of the estimated cost and to allow the developer to provide surety either by an irrevocable
letter of credit or an open account agreement, both of which are acceptable to the Department.
Thank you for your consideration of this matter,
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STATE OF WASHINGTON
COUNTY OF JEFFERSON
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In the matter of:
An Agreement to Establish Agreement No. 9~-/
Public Roads in the Plat of Irondale
Division 6
This agreement made and entered into this Day OfJ},'A'ff:19!11.rz, by and between
Prospect View Incorporated, a Washin!,rton corporation, herei~called the DEVELOPER,
and the COWlty of Jefferson, acting by and through the Board of County Commissioners,
hereinafter called the COUNTy, This Agreement is made pursuant to Ch, 36.82.110, R.C,W,
WHEREAS, the DEVELOPER owns celtain property in the Plat of Irondale Division
6, situated in Section 35, Township 30 North. Range 1 West, W,M" Jefferson County,
Washington; and
WHEREAS, road rights-of-way within the Plat of Irondale Division 6 were dedicated
to the use of the public; and
WHEREAS, the DEVELOPER was granted a pennit by the Jefferson County
Department of Public Works to open certain rights-of-way within the Plat of Irondale
Division 6 and construct roadways to County standards; and
WHEREAS, the DEVELOPER desires to have certain roads which have been
constructed on public rights-of-way within the Plat of Irondale Division 6 to be established as
COWlty Roads; and
WHEREAS, those roads are Bayview Avenue adjoining Blocks 158 and 159, North
Lyter Avenue adjoining Blocks 153 and 158, South Olympic Avenue adjoining Lots I, 35,
and 36 of Block 157 and Lots 1.3 of Block 162, North Olympic Avenue adjoining Lots 13-20
of Block 158 and Lots 12.24 of Block 161 and Blocks 159 and 160, and Elston Avenue
adjoining Lots 3-21 of Block 162 all in the Plat of lrondale Division 6 and depicted on the
attached C'..dUbit; and
WHEREAS, the DEVELOPER has consnucted said roads to the adopted standards of
the Department of Public Works; and
WHEREAS, the COUNTY i.s willing to sUlface said roads at the DEVELOPER's
expense;
NOW THEREFORE it is mutually agreed between the parties hereto as follows:
)
..
1.
The COUNTY will proceed to establish the roads as shown on the exhibit;
TIle COUNTY will initiate all necessary actions related to establishment of
said roads;
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2.
Prospect View Ineorpornled Agreemenl
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3.
The COUNTY will place a two-shot light bituminous swface treatment on all
roads shown on the attached exhibit. The COUNTY will perform work in
conjWlction with other swfacing projects on its annual maintenance program as
soon as is practical;
4.
The COUNTY will inspect all roads prior to acceptance to ensure that
construction has been in accordance with adopted standards of the Department
of Public Works;
5.
Upon establishment and acceptance of said roads, the COUNTY will be
responsible for the continued maintenance thereof;
6,
The DEVELOPER will pay the COUNTY for all expenditures to be made by
the COUNTY to swface roads, which cost is estimated to be Twelve Thousand
Eight Hundred Ninety-eight dollars ($ 12,898,00 ). The DEVELOPER shall
provide surety either in the fonn of a nonrevocable letter of credit or an open
account agreement, from a bank approved by the COUNTY, equal to one
hWldred and fifteen per cent (115%) of the estimate to guarantee payment for
actual expenditures, The COUNTY shall be paid for the actual cost of the
work completed, plus a fifteen per cent (15%) administrativc fec, upon the
dcmand of the COUNTY;
7. The DEVELOPER shall providc plan and profile record drawings of the
roadways and rights-of-way, including all drainagc structurcs at a scalc of one
inch to fifty fcet (1" = 501;
8.
The DEVELOPER shall providc for the ccnterlines of the roads to bc
monumcntcd with monumcnts in cases by a licensed land surveyor in
compliance with thc standards of the Department of Public Works.
Prospect View Incorporated Agreement 2
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IN WITNESS WHEREOF, the parties hereto have executed this agreement as of the
clay and year first above written.
DEVELOPER
PROSPECT VIEW. nl:.
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Title
(Excused Absence)
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County Engineer
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Loma Delaney
Clerk oCthe Board
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STAlE OF WASHINGTON
COUNIY OF f~SoYI
}ss
On thi.~ .....2fl... day of 1(; 0, A- ; 199.1.2. before me, the undersiflll~, a Notary Public in and for the State of
Washington, duly commission S\ ~rsonall appeared OJ . EE. s"Q;;hry'\ . personally known to me to
be the Authorized Agent of ' that executed the foregoing instromen~ and acknowledged the said
instrument to be the free and volun act and deed of said entity, for the uses and purposes therein mentioned, and on oath stated
that ~E' i.s authorized to e.~ecute the said instrument.
Signature:
~~
Printed or Typed Name:
NotaJy Public in and for
the.S!DteofW~n, ,
t'CSl(ling at :uA'Vl.
MY COMMISSION EXPIRES C1}-I,IQQ1
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<'OIN."'.""'> JEFFERSON COUNTY
'" DEPARTMENT OF PUBLIC WORKS
PROJECT BUDGET WORKSHEET
UPDATED:
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ODJ. PAOJ, WORK BREAKDOWN ... PRIOR YEAR YEAR RELlAlNING
, DESCRIPTION COST (A) (B) (C) VEARS 1993 1994 YEARS
,10 Sala,les 2465.0Q,
,12 OIIMlme
.20 genellls ~
,31 Supplies .0"0" .
,41 Prolwlonal ServlCllO
,43 Tra~el
.44 Adoonlslng
.45 Eaulomenl Ronlal :1'748' 00 ,.
,48 RDIlal,s & Malnlenallc, .
,49 Miscellaneous
.51 Inlo'gQV, Prol, Sotvlces . I
,61 LandIRl hlolWao
.62 Bulldln & SI,uclulOl
,63 Other 1m rovemenll
.64 Machine & Eaulpmllnl
,65 ConSlrUC1lan Pro ocll
.91 I lo,'und P,ol, Services
.95 Inle,fund Eaulpmonl Ronl.1
TOTAL: 1~17,RQR. SO SO SO $0 SO SO SO
COST PROJECT FUNDING PRIOR YEAR YEAR REMAINING
WORK BREAK DOWN FROM ABOVE SUMMARY SOURCE AMOUNT YEARS 1993 11194 YEARS
Chipseal (" ~es~ore ~,l:~,p~p't.o.o LOCAL...
(A~ Shoulders , .~,;>~e!1~~~p
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TOTAL PROJECT COST SO /11 /I ...SO SO SO SO
-1 ACCOUNTINO: PREPARED BY; 711'.1- . /. ~~ (;J~({r/? DATB:
CllIiCKJlD BY, .A' DATB:
I APPROVED BY, 'tT.:l. iii 'HIIHI DATB:
I PtOtlP'~.Ave. ~ lDlPtD
PROJECT NAME' Seton Kala Point Roads
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PROJECT NO' ~ '3
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STATE OF W ASDlNGTON
COUNTY OF JEFFERSON
In Ihe miller of:
Crelllng I Counly projetl
des/gnlled IS no 1263.
RESOLUTION NO. . 69-96
IT IS HEREBY RESOLVED Ihat roads constructed on the plaued rights-of-way ofBayview
Avenue adjoining Blocks 158 and 159, North Lyter Avenue adjoining Blocks 153 and 158, South Olympic
Avenue adjoining Lots I, 35, and 36 of Block t57 and Lots 1.3 of Block 162, North Olympic Avenue
adjoining Lots 13-20 ofDlock 158 and Lots 12-24 of Block /61 and Blocks 159 aiJd 160, and Elston Avenue
adjoining Lots 3-21 Block /62 all in the Plat oflrondale Division 6 and depicted on the attached exhibit be
improved as follows:
Grade ditches and chip seal surface.
IT IS FURTHER RESOLVED that an appropriation from the officially adopted road fund
budget and based on the County Engineer's estimate is hereby made in the amounts and for the purpose
shown:
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PURPOSE PREVIOUS APPROPRIATION PRESENT APPROPRIATION
Engineering $ 0 $ 0
Right of Way
Acquisition $ 0 $ 0
Sub. Total $ 0 $ 0
Construction $ 0 $ 12.898.00
TOTAL $ 0 $ 12.898.00
This project is included in the officially adopted annual road program as Item No._.
...x. The project is hereby made a part of the officially adopted annual road program in accordance
wilh R.C,W. 36.81.130,
IT IS FURTHER RESOLVED that:
The construction is to be accomplished by contract in accordance wilh RC,W. 36.77.020 et, seq,
,.
-X The construction is to be accomplished by County forces in accordance with R,C.W. 36,77.065
and WAC. 136,18,
PASSED AND ADOPTED TIIIS~DA Y OF I/.u tiuL.I- I 1996,
. I
, , ' , JEFFERSON COUNTY
~~,. B D OF COMMIS ONERS
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Lorna Delaney, Clerk of the /loard<f
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(Excused Absence)
Glen lIuntingford, Member
U* Due to hnnd qUfllP.fY, C"'l1l11tAAioner WIlJt Atgned with left hand,
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STATEOFWASIIINGTON ~le\ Ave. f... MorOCi(
COUNTY OF JEFFEIlSON
In the MaUer of:
UpdaUng Ihe Offidal Couuty Rond Log:
Bayvlew Avenue, Elston Aveline,
North Lyler Avenue, and
North and Soulh Olympic Avenues.
Ilesolullou No. 70-96
WHEREAS, Ihe following roads have been established to be County Roads as per the Plat of Irondale
Division 6; and
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WHEREAS, the following roads have been constnlcled to the standards of the Jefferson County
Department of Public Works; and
WHEREAS, Ihe following roads are to be maintained at public expense; and
WHEREAS, Ihe Official County Road Log is filed in the County Engineer's OfIice;
NOW, THEREFORE BE IT RESOLVED, lhatthe County Engineer is hereby directed to make the
following additions to the Official County Road Log:
Road Section! Milepost
~ Road Name ~~ ~
689209 Bayview Avenue S 35, TJON, RIW 0.24 . 0,29
679009 Elston Avenue S 35, TJON, RIW 0.00 . 0,08
680709 N. Lyter Avenue S35,TJON,RIW 0.00 . 0, 13
679209 N, Olympic Avenue S 35, TJON, RIW 0,00.0,06
0,13.0.25
678809 S, Olympic Avenue S 35, TJON, RIW 0,00 . 0,04
fk
ADOPTED THIS L DAY OJl ~ 1996,
...... -'.. JEFFERSON COUNTY
<~~;:,;'~~Ij~;~> ' no OFCOMMISS~IONERS f
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Kala Point Drive
C,R, No. 679109;
M,P. 0.12 Right
S. Olympic Avenue
C.R, No. 678809
M.P. 0.04 Len
Prospecl Avenue
C.R, No, 680609;
M,P. 1.27 Len
Prospect A venUe
C.'R. No. 680609;
M.P. 1.32Len
Prospect Avenue
C,R, No, 680609
M.P, 1.32 Right
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1BO-(l(")'-(J1(.1 ..OUtHY ROADS l.'_ _ ,~'.' ~ i- '. . . ~. IOcr,
JEFFERSON COl: j'lT' DATE
DEP.'.Rn~E;H OF PUBL:: ,'/0Ri{S
P,Q, Box 2070
PORT TOWNSEND, WASHlr;GTON 93363
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ACCOUNT NUMBER' ".'
(360) 385.9160
J,"
SETON KALA POINT ROADS
GENE SETON
4890 S. C I SCD'...'EI~V RD
PORT TOWNSEND WA 98368
R(l1263
DATE CHARGES AND CREDITS
AMOUNT
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RE!MBURSE AUGUST LABOR. EQUIPMENT AND
8/31/96 MATERIALS
AmH ~II STRATI CIN OVi::RHEAD
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JEI'FERSON COUNTf
OE:>ARTMENT OF PUDLIC 'NC:lK:
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OPe. ACCOUNT AGREEMEUI
REGIlITRATION. ~ND PLEIJGE . PIb~d.J\~e.{{ggl)(o
. Tl1ls egreement Is betw-. W. E. SETON . /llnlnafIar caIIsd DEPOSITOR, and ~"<0 i/{eJ4J e &,rr., "'1 ,
"-,,lI1e FIRST FEDER{>.L S & k !link, PORI' 'l"a'I!\'SFJl.TJ Btln:h, henlnllblr~ BANK. <2.1t>bi\ AJe. ( lc~'OO::j
Y/l1,,",lIS, 11m DEPOSITOR wishes to BSI8bIah an Open N;t;t;Art wiIh ll1e BANK and the BMIK Is L:>~( /'rJe. -c...lt,o^" 9
wiIng 10 lICQlpI thu ~ lICCCIn, a Is ~ as follows: : (j.J loq
1. The DEPOSrTOII hereby dspCl8b In 1he BANK 1118 GII11 01 $ 14.83::> 70 .PUYable 10 \ho
order of JefIeraan CoII1ly DrplI1ment oIl'ubllc Works, ~ filCi:' ~.1305
2. NeilhlIr all nor III1Y p;Irt of INs deposit may be wIIt1dr8wn by check, nor may a be wIII1drBwn
lJ1li after 1he BANK has tlIC8IvlId Iran JlIIl1ncn COLrlIY 0epIlrlrnelll or PIilIlo WOdtS llftI1er
1IlI wriIllln nodc8 a11ntenllan ItJ tIh c:ll*n ItJ rtlCOVllI' under thlllll1TlS of new 1ll.27 or ltI
wrilmn ..... of 11ft lMpcDilllld the IellI'n 01 11ft egmmant.
vWI'"b Ie:..
3. 'The BANK wII pay InIemt lll1lh1a deposJ\ at \he I3IlI 01 % per Ill'lIlUnt LIllI r8C81pt of
ncIlce Iran JlIIl8r.Ion COunty !llIpa1IIMlnt of PubIlO WatasCi Ib Inlentlon 10 wllhdmr, or GI
ap\ICln of 1118 BANK, LIllI 31 dByIlIIlal' It1lI BANK sIIaII ~ rnaIBd Ia ltle DEPOSITOR rootlce
of ItlIInIllntb1ItJ I'IlI#t \his ~ -
4. lntfn8t sh1II bl paid to \he OEPOSITOR mon1l1ly fnlmlhe daI8 of IIQrlllIII18I1l und. w
IIppI'OIlriIIj. at \hi tIlne INs dIposIlI wMhcImm. .
5. No ..tgm18llI 0I1he DEPOSTl'OR's rIghtS In II'i8 cIepO!Il shaI be valid.
S. lJ1lI dIpOIft II subjact ItJ It1lI ~ ~ and IulIIe FedemlIllWe and l8gUlAIIons.
DATl!O lhIs 29th day crI JULY ,1Gl1"f,...
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.Br"ocl-J
360 38S 9172
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JEFFERSON couN:~k~~t~aCXj .1'.',;...
DEPARTMENT OF PUBLIC WORKfe.e.~h'07~ .
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P.O. Box 2070
1322 Washington St.
Port Townsend, WA 98368
(360) 385.9160
Klara A. Fabry; Director/County Engineer
July 16, 1996
Mr. W.E. Seton
4890 South Discovery Road
Port Townsend, W A 98368
RE: Agreement regarding establishment of County Roads in the Plat ofIrondale
Division 6
Dear Mr. Seton:
Attached are three copies of the proposed agreement between Jefferson County and
Prospect View Incorporated regarding the referenced roads. The agreement has been
reviewed and approved as to form by the Prosecuting Attorney and reviewed and
approved by the County Engineer.
Please review the agreement and, iryou concur, sign the copies in the presence ofa
Notary Public and return them to the Department.
If you have any questions or ifI can be of assistance, please don't hesitate to contact me.
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G.cJ~,'
J es W. P~~~~~~
P oject Manager
Enclosure
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Jefferson County Fire Protection District 6 L~\e( AoJe. -c.... ~ '10c:(t
3850 Cape George Road
Port Townsend, W A 98368
(360) 385-4721
Fax (360) 385-1133
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. JUN 1 3 1996 I
. ~
~J~F~5RSDN COUNTY!
1.~:,i3UC WORKS DE~
Jim Pearson
Jefferson County Public Works
P.O. Box 2070
Port Townsend, Wa. 98368
RE: Roadways off Prospect Avenue
Dear Me, Pearson:
The roadways ofi'Prospect Avenue meet with the approval of Jefferson County Fire Protection
District 6 as per our phone conversation on this date,
Sincerely,
~~~
ROBERT LARSON
Chief
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18970 3rd Avenue NE. P.O. Box 1586, Poulsbo, Washington 98370
ORIGINAL
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MOISTURE-DENSITY RELATIONS OF SOILS REPORT ,E.\~ Ale.. 'Uo"1 'lllOq
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Clien, PROSPECT VUW, INC. Repo" No. 1 1
Project PROSPECT VUW - JEFFERSON COUNTY Project No. 88585
COnaaaor SETON CONSTRUCTION T~tN~ 96-05-5786
Da,e Sampled 4/30/96 Date T~ted 5/02/96 Dat. Repo""'! 5/02/96
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Source of Material NATIVE
Location Sampled ON-SITE
Area Re;nesenting BASE COURSE
Depe. or Elevation Sample 'ThIceI' Vertical Limi,.
LABORAlORY:
Max. Density Dry 13 I . 5 l.hsJCu. Ft.
Op, Moisture 9. 7 %
Dry Den., (Min. for -2L% COmp.) 124.9 I bs.lCu. Ft.
FIELD VALUES:
Max. Dry Wt. Opt. Moist %
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Rock In FlU %
Density taken _ Day after FUl Wll5 placed
Soil: Type &. Color GRAt GRAVEL WITH SAND
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0 Drops 12 . 3 'oyen
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25 Blowsll.ayen
T..ted by BILL UGOLINI
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I MOISTURE" OF DRY WEICHT I
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MOISTURE-DENSITY RELATIONS OF SOILS REPORT
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Project PROSPECT VUIl - JEFFERSON COUNTY
Conttaccor SETON CONSTRUCTION
Dace Sampl.,J 4/30/96 Date Ttottd
5/02/96
Report No.
Project No.
Ttot No.
Date RepOrted
1
B8585
96-05-5786
5/02/96
FIELD DATA:
Source of Material NAT IVE
Location Sampled ON-S ITE
Area R.presenting BASE COURSE
Dept. or Elevation Sample 13la:~ Vertical Limir'
I.ABORATORY:
Max. Densiey Dry I J I . 5 Lbs.lCu. Ft.
Opt Moisture 9.7 %
Dry Den., (Min. for -25-% Comp.) 124.9 1 bs,/Cu. Ft.
FIELD VALUES:
Max. Dry Wt.
Field Dry Den.
Rock in Fill
Densiey t:Ilu:n
Soil: Type .so. Color
Opt. Moist %
Field Moist %
%
Day after FUl was placed
GRAl GRAVEL IIITH SAND
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DEPARTMENT OF PUBLIC W~KS -((,,~'o101
P'Q, Box 2070
1322 Washington 51.
PorI Townsend, WA 98368
(360) 385-9160
Klara A. Fabry. Director/County Engineer
March 18, 1996
Mr. W,E. Seton
4890 South Discovery Road
Port Townsend, W A 98368
RE: Request to add roads in the Plat ofIrondale Division 6 to County Road Log;
C678209
Dear Mr, Seton:
I am writing in response to your request for Jefferson County to accept roads constructed
on portions of the platted rights.of.way of Elston Avenue, Lyter Avenue, Island View
Avenue, and Olympic Avenue into the County Road Log. Because the County will take
over maintenance of these roads, it is the Department's responsibility to the County
taxpayers to ensure that there were constructed to County standards using appropriate
materials, This letter is intended to confirm eKisting information regarding this matter and
to set forth required actions to be taken in order to meet the County's requirements for
accepting these roads into the Road Log.
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You received approval from the Department to open the referenced rights-of.way. No
road plans were submitted to the Department for review and approval. Testing was not
performed on the gravel base and crushed surfacing top course. There was no
construction inspection by Department staff to ensure that the subgrade is acceptable and
that the gravel base and top course are r.onstructed from acceptable material, The steps
which I set forth are intended to determine whether these roads meet the same standards
which would apply if the work had been performed under the supervision of the
Department.
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I inspected the roads after construction with you and County Road Maintenance
Supervisor Earl Wells. Based on that inspection, I note the following:
l'f ()" · The roads as constructed meet the required standard of an I 8 feet wide traveled way and
(' 2 feet wide graded shoulders.
o ~ · All grades are less than 12%.
· We were not able to determine whether the subgrade was suitable and adequately
t... compacted. However, we did note that the site is characterized by gravelly sandy soils
~ t:.~" .A which are suitable for compaction,
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pointed out two areas wpere they need to be deepened so that the bottom is 6" below the
bottom of the gravel base, These areas were on Olympic and Lyter Avenues north of their
intersections with Prospect Avenue. You have agreed to rework those areas,
· With the exception of an existing 12" concrete culvert, the culverts are 12" corrugated,
0"- smooth. bore polyethylene. All culvert ends must be beveled and have hand placed rock
protection.
, · The gravel base and top course both meet or exceed the required 6" and 2" respective
o ~ depths.
· You stated that the gravel base was from onsite and pointed out the borrow area
northeasterly of the Bayview/Lyter Avenue intersection. In order to confinn that this
material meets the required WSDOT Specification 9.03.10 Aggregate for Gravel Base,
the Department will need to collect a 100 pound sample from the gravel base borrow area
and send it to the Washington Department of Transportation testing laboratory, There will
be charges to collect the material, send it to WSDOT, and test it.
· You stated that the crushed surfacing top course was from Fred Hill Material, Inc,
Bctause it is not possible to test this material in place, the Department has agreed to
accept certification from Fred Hill Material that it was manufactured from all acceptable
source to WSDOT Specification 9.03.9(3) Aggregate for Crushed Surfacing, Please
provide this certification to the Department.
· The Department will require testing by a certified laboratory to ensure that there is
adequate compaction, This testing should be perfonned after testing of the gravel base
material. Please arrange for this work to be perfonned at that time.
· We discussed chip sealing the roads prior to acceptance by the County. Because these
are public rights.of.way and the roads are proposed to be accepted into the road log, this
work can be perfonned by the County subject to reimbursement by you. This will require a
written agreement between you and the County to do this. Attached please find a copy of
the detailed estimate for chip sealing prepared by Earl Wells, Please note that it is higher
than originally estimated by Mr. Wells at the time of our inspection
· The rights.of-way were dedicated "to the use of the public" on the face of the plat, They
were not dedicated in fee simple. As such they are in effect road easements, The
Department prefers that you transfer them to Jefferson County in fee simple by means of a
statutory warranty deed.
· The centerline of the rights-of-way must be surveyed and monumented by a licensed
land surveyor and the survey filed with Jefferson County,
· Road plan and profile and utility and drainage structure record drawings must be
provided to the Department.
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We also discussed your intent to open other rights.or-way in this area. As per our
discussion, prior to conducting additional work within County rights.of-way, please
submit road plans and profiles, utility plans, and erosion control plans to the Department
for review and approval. Provision should also be made for material testing and
inspections.
Thank you for your attention to these matters. I look forward to resolving these issues
with you. If you have any questions or if! can be of assistance, please don't hesitate to
contact me.
Sincerely,
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JEFFERSON COUNTYtlbtol\ ^d~ -('(,11=1
DEPARTMENT OF PUBLIC WOOKS CI.&Olo<y
P.O. Box 2070
1322 Washington 51.
Port Townsend, WA 98368
(360) 385-9160
Klara A. Fabry, Director/County Engineer
MEMORANDUM
TO:
Klara Fabry, Public Works Director/C.E.
James W. Pearson, Project Manage~ ~
February 2, 1996
FROM:
DATE:
RE:
Request to add platted roads in the Plat oflrondale Division 6 to County
Road Log; Gene Seton, applicant
The applicant states that he has constructed portions of Elston Avenue, Lyter Avenue,
Island View Avenue, and Olympic Avenue to County standards, He requests that they be
inspected and accepted for the County Road Log. See attached letter and plat.
~
The applicant received approval from the Department to open the rights-of.way. No road
plans were submitted. There was no construction inspection by Public Works staff to
ensure that the subgrade is acceptable and the gravel base and top course are of sufficient
depth and compaction, Ear' Welles states that he was on site on two or three occasions at
the applicant's request to advise him regarding specific construction issues, particularly
drainage, He was not inspecting construction and was under the impression that the
Development Review Team was responsible for inspections. He states that there was a
roller on site, Earl noted potential runoff problems along the northerly portion of Olympic
Avenue, The properties on the easterly side of the road slope steeply down to a bluff
approximately 100 feet from the edge of the right-of-way, Earl is concerned that road
runoff may adversely effect those properties and that future homeowners may request that
the County correct this situation, This could require regrading the road to direct runoff to
the ditch on the westerly edge of the road or constructing a ditch on the easterly edge of
the road, This could in turn require revisions to the drainage system at the tenninus of
Olympic Avenue,
I am requesting your input regarding processing this request,
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course depth and width, ditching, drainage, etc, and report back to you,
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Jefferson C01.D1ty
Deparbrent of Public Works
Mr. J:im Pearson,
As per our conversation this is to lnform you that Prospect View Inc.
has built part's of Elston Ave" Lyter Ave., Island View Ave. and
Ol~ic Ave. all In division 6 of Irondale to C01.D1ty standands and
would like to have them lnspected and accepted far the County Road Log.
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W. E, Seton ' President
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FEB. 3.1997 12'27Pl': PT PUBLIC WORI<S ADI"N
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Department of Public Works
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!trul:lion; Section 28,
l'ntcraclion Syslema,"
c., 1989.
0lI, 13u1latln Do1l1 the
Chapter 13
SOIL-CEMENT SLURRY
(FLOWABLE Fn.L)
:rhli cllapla' dlaawcs die WHI of solkelllent .1ul'Q' (lIowahle t11l) 118 II
Ilternate method of lnsta\l.lllg pipe. Intormalios Is provided aD
materi" misiag, plKement, ud tadDz.
vity Sewer Llnu UIin& .
lIllll81 Book of ASTM '
APPLICATIONS
iell Clay Pipe Line.s,'
IIldal'ds, Vol 04.05.
Il'e AIr Test Method,:
iIIc1ards. Vol 04.0S.
Soil-cement sIDITY/S . mUlure or soU, cemolltitlous matulal, and -water that Is used iD pipt1lne
~sstnlctlon, SOIIIIl!imu, adlOixlUlts ara added to mhtCI tho Cfllllent qu8lltIty or to Improve !hi
'flow characteristics of the m\xtul'o. In certain circumstances, .alkement .lulTY can be lID
economical a1tcrDatlVll to compacted .011 In . 1111''''011 system. Soil-eemomt llIld soil.Cflltllllt
11uny ate defined In JoSrM Stsndard 0 483~ . 88 [1) III follows:
Soll.cement . a 1I1ixtuN of soli. portland Cflmlnt, und waler that, as the ceziJcDl bydrate$. fcnns a
1Ml1lri~ with a blgllu lItnlngth th3llthe soli. Dependl11g on tha amOl!l't of war&' tilled, it can
~ placed 118 e compacted 11IlIIcrW, III a mortll', ar as a .tuny.
Soi\-cC1lllnt slu"", . sall-ceUlent with . mol.ture content web thai it has the cons!stllnC)l II! a
thick liq,uid. Typically. tho IOl1 \1IIOuld baw a maxilllllm particle slZll of !hi No.4 (4,75 1tIIIl)
sillYo,
Soil.cment eluny Is perhapl beIllIr Ialown by the \llrJm "flOW8bI,IllI' or 'CLSM" (COIllrOded low-
5Irelli!h llIlll1rllll) lbllI has lI1so been QJUed .oU'l:OtlIeIlt waut, unalul11kabl. 11I1, t1awab1o monar,
o::onttDUed ~ llI1 (CDI'), plastle soil-coment, aDd VIL'I knOI'IIl for a Mille as "lC.KntC' wI1Icb
\Vat a plIleated proem. Although thl patent rlghlB !ot 'K.~IIl" are now htld by the Nadotl8l
lUad1 Mixed ConcretI: AJsoe\aIIon, tolltractor. CflIl 11I1 I!IeII t;ypca at 1IIIIlcrlaI.. wI1ethOl' they nUx
the materiel an lite with their Own equipmetlt or whether thIy orW It fi'om a locaIl'lIody-mlx p1an~
'"thouI !ear of legal action (2). Tho Nllional Ready MIxed Conctele Asaoeillion IItIW pl'llIllcm the
1llII8I1:I1 II 'ltecIdy Mixed PlDWlblI Fm.' or "ll.JlF." Loc8I CCIlIqltllIu, or ~0IlIl ~mill gt'lWIllI.
have lLIed a varia\}' II! trad&-namlll tor thl material. IUl:h u "M-crett," "s.erete," "1'Iuh F'tI1,' 11I:.
AD intl~g h1st.olY at "K.Krelo" II clcx:ulI\ented by W. E, Brewer 121, tilt! an eady majot pnlj<:ct
(296 mII's) ua\lIg 1000_nt a1un)' fnt pipe c:onltnJCtlOllln 196' II described by C. A. Lowitz IIIld
O. DeGroal in nI'croIICfl (3), The AtMrlC811 Co1lerl!tll IlIJtitutl (AC1) - the telm "ConIrOUed loClI\'
Strent;t11 Material' (CLSM), 'NhIch IMy &lIlne at "alelkampactitlg cemendtlllUl matcrIal uud
primarily u a I\lbItllUte b- COIlIpIOItd baokIII1 with .. maxlmlllll \IlIOO1lll.ned Corapt'IIlIivt at:n:I\&lh of
1m lJIi," Regardlll' or aU tba varillll.llWlllll, the maIeIll1l.c used II an a1ternat1'1ll to 00IlIJ*lId
IloII, IIId Ie cQ1llpllled OhOll18 type ofClmetllltlOlU 1IlIIItIa'I,IOIl, _r, r.nd I(lI114t\mo1, Idmllltunll,
I VA, 1995.
0W!ll' LinCl by N.pti~
and Matorlnls, Annual
!ldiltrallon AccIpIlIIltll
loci.ty for Teltlna and ..
; Bx:liltrallon T~tIq of '"
Illals, Annusl \lOOk of
,.
er MmnJ and Tbelr
o
ofOllOppb No, 41, U.S.
ting of lMtal1ed l'riIoaIt
mall, Annual I\OCk at
r, Co
iltlt' Worb AuoehlllOll
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ChoJlter 13 Soll-C.m..t Slurry
I'lpIII.I 1..,"Uetl..
SOJL.Cl'.lJaNl'SLURRY AS DlBEDamrr
For pIpeI.lllll COllIlnICIkm. lIlllkement aJurlY can III UIlIId .. embedment ill \Wa tIl!Il:raDt ways. as a
PJlIIIIcr lIIlCI8I a trcacb l!UeI'. Compacted IIlIkameat (1ICIl In aluny lbnn) ClIII !I1sa be used.. a
tnmdI tlUor,
Gap IUIer
h a pp filler, tile fluid mlxlule Is pound 111Io . sma1J apKe betwMn dIO p1polllld the excava\Id
!t'IIlCh ullloWll ill Ff&ure 13.1. Wban used uu. 'MY, the /lanliDId IlIlIl-cement limy t:andm IbII
load Iio1II thI pipe to the 111 8/11/ IllItorIaI; thenll'llre, tblllIIIive IOiIIIIlI&t be &bIB to pR1Yide the
.-JJ PllJPGlt for the pipe. '!'be IlanImed tan-nt IlhouId IlClt be conddmd as provIdill& lIDY
lido ClIPIlCIll tbt cbs pIpI. For allexibll pipe, !be IldlItimIea ~ of'tbe IIlIIiw 8lliIlDUIl III
delermIlIId. It a flllldbl. pipe is deslptd IIIUIllIJIi B blah DOIIIlUrnui. and tl1I aatlvc maltria111 . '.
Wf'J waalc (mch llII peat or Jaw.daaaity ea!\ lolIa), tIIOll usID& the 1lli1_1ll sluny 1\1 Blip nUer
wou1d DDI be eppnlprillll.
Tho heigIu ofllllllOil_nllluny ,hould be the _ il&If,bl1hll1bll ~ embedment wou1d
be, iIIl'\ItllIlId in )Iptn 13-1 II 0.7' O.D. Ibr f1exlb11 pIpo and 0.25 O.D. lor r/g/4 pipe:, wllere O.D.
II the ouIS~ cIIamctcr of the pipe.
I1G11Jl1: 13. 1
lIon.c.m- 81arry.1 01, IUIet
TI'OIICb VUlar
Thi oah. 'M\Y to'UIIIIIlli1~ _II II. tttaeh filler, \\hIdJ I. . ~ tIlr lbo ftI!l
voIUft11 of embeclJ\IIIIt lIIId bocldIna II IhowJIln Jl'lpre U4. PM WI cue, tilt lIllIkieaIent Ibm)' II "
JlOIIIId Iato ". l!*lI'bll'MeIl the pipe aM the trIIIoII 'MIlllIINIiS at ~D;l1IIlII ,!~ lhII......
Pag, 13.2
o
Plpoll.. 1.0111l1,lon
Whlll usuaJly nolllll ec
the follov.ing c1rCllllllI<
· When 1M IpecC
. WIlen equIpmeI
. Whln lbe In si,
cannot be trim!
whan llXcava~
· When 111. ill 011
dhllllClar OlIIl1C
, SoIJ.CelllOllt' it
,
FI~
Comp.eted Soll-Cellle
, 'Ilwn thnu&h 1OI1-amel
Ibuut two 10 lbur haw!
lima II crIt1~, _peel
. !>1lllmpIded 1011_
" I1IdiUonaIlTaMh of' Illl
,~tlmlln, '
with atnlllt 1811111!. T
1I1ft,lda, pond UllIn, .
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Z :wo IlifIIlfeDt ~ as a
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'">- be able to provi~ the
(/)U.
-0 rideml as pIllYid1Dg IIIlY
W>-
::!!>- t the l1l1oIivo IIllit IlIUIl ba
<!- ld the IIIlive lIIlIIeriallll
",'"
u.<! nt stuny as a ilP IIIler
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>-J: Ided embedment Wlllllcf ~;
z>-
j:o ~ rigid pipe, vAlm 0.0. ,~,\
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replecement Ibr the !'ull
the ",it_t alllny It
~Ig 1011,10 thl. are8,
1,0
PlpoUno Inli.lllilo.
ChiDur 13 . 'SoU.C.m-nt Slurry
Wbile IIIiJoIly nei as 1COliomica1 as the gap-lil1er lDIthod, the trench finer Iliethod can 1iejuslliled in
tile following c:irwWIla1ICl!lI: " ' . .'
. When the speed of illslJltatica is ofprime concern.
. When equ!pmeni ~s UlUI\I8ilDlle fer the gap-filter metbod
. When the in ,Jilu material ill not lUitabIe tDr the pp-fiUer method, sueh as sbale that
c:annot ba tr/~ into smooth cItcuIar shipe SDd leaves an im&ular. brobn IllIIface .
wilen excavated.
. When the. /" .fUU materW 1s'1Oft. AJ. least a 5Ol1~nl sluny 'l'Ilclth of one PPe '
diametllr on W &l~ ar the pipe Ir required In saft solis (see lICCtion on "E Prime for
Soll.Cemenl" In Clulplu 14). "
Soli-Cement
Sl~rry IJ
Embedment
aJld BeddlllC
FIGURE 13":1 SoI1.Cemut SIIlIT1 ., Tnnch Flller
(EmlMdmeJlt and BtddlnJ)
Completed SOIl.Cammt ~Ilso uown at CtnIlllt StabDlztd S.nd) ,
I!ven I~ IIOlI.ClIlIl101llllurry ClIIl be plllllld quI~r thM ~ coU. ..,.1-cellWll IJ1II1Y tam
abcutlWO 10 four )ulurs \0 Itt .n Inldal eet. lJlIddI1l can'nat be plftCld !1Y1It It cIuring Ihal t1ll11. II'
time It crIdce1. COllIpactad aoI1-cement lien ba ueed 10 lluK t.ktllI ClIO be p11lt*1 CIVIf It immedi~Y.
^ compacted soIl-cetTl1ll11'.lll1lto be UIICIln poor IOilllOllllitlOlll (law soIIllil!lIul" or \IUd'll\lenl a
tllldillonal tmlCh or IOil-ceDllnt Ilnny couJd not 1llI pouNd 11I\0 pIaoe, cuch u lrencbes lhrIl\I&b steep
UP-llI1d-down .."'In. Thi. ~rialll placed like eornpICled soil, IltceplllW a caJtdy 11II1 I11lnd
wlth etIIltntll tIIId. TItII typI,ohoil_t It COlIIllIOllIy ~ II subblll for light c1uty roedJ end
Ilrn.l~ pond IIneTt, IIld U 110\11 pratocdon ~ lhe uplll'tlllllllrfloet at earth dama in II. ot rip
pega '13.3
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u.<!
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J:w (fr\lG1,Tabie 14-1)
f-J:
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~~ ( \lSSUIlIIld)
ww
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:>0
U<Il
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o !:-, I oa Iw than ZClO .i:,."
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~b e$I of tba pipe wuuld be
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Chap'lI 14 Pradl.'ln Oollo.,lon ot Flulbl. Plpo
EPRlMEFORSO]L.CEMEN1'
Fat \nflImlIllon 011 soll.-t stmry U5P.d Iilr pIpcliDe iJlsm1IallOll, see Chapter 13 on "SaU-(:eDleDl
SlurtY."
GapJj'il1&r
~ ~ e\urty is used ~ fiI1 tba SIIIlIIl spa ~ \hi p!pI au4 tba III siJu &Oil. tho Ji'
/l:lr c:alcIlIsful& pipe ddlllCliOll s\UlU1d be b8sad solely on tbe '" "tv GOI1. Tho ~ lOiloCfllllClll
8l\Ol1I41lOl be ~ lIS pvVidiIIi my lido mppart /l:lr tba pipe, oaIy IS a IlleeDS aI~
t1lc lood fIoII1 the plpll to the tIlIIIdl 'MI/L Utile pipe haI at'I9 tiplftclIIIt cIl!ftectlcJD, thlI sQkeIDIIIl
\.IFv&lmly c:atekillto c;lmllD. WblIe thIse pleceI of~ VIIl1 Jlllt pravldc my ~
to \IIIlediOll, thay will sdll tr.msfllr the load to tba Illll1 that 'Iii/1 rullJt t\ul ddleCIlon. The 5' /l:lr the
ill 81tTl sol1 can be t\ul value !om Table 14-1 ClC frOm Tlble 14-4 thlll ~ E!' va\ueI {,or ll2bml
,0111. '
Trench Filler
/It. all altemn1W mat.etillI nsccl ibt pipe em\lellIIIIlll. the ~ 1Ou-ccnent pmvicla side rupport
ju$l1S CQlIIplIClId GOI1 ~ wauId. Tbll E' Will Cor use ill ~ cJenectllllIls 3000 psi if
the pipe is beekftlled v.ithIn :1 days or 2S,OOO psi If the pipe Is ~ more tban 1 clayS after
,"lJIslaDalIon usI.n8 the s1uny (12). To use thue a' valUII Cor lbl CDJbedmenI, ttW requ!JemenU
should be IIlelllS foUovn:
1. The width of the soil-tlllDCl\t II tile p!pI &}l1'hIglIna shedd be allwt ba1fofthe p1pll diltnster
(tolJI1 tRlII:h width at spriDglln' of~ plpII cll1UMlett).
2, The Ii' aflbe natiwllCli1 il coosldmd to be equal to or pter \IW1700 psi.
Compacted Soll-Comeat
The E: wloe tor lhIslllJlOt\al \125,000 psi; lha precedcllDI cottlJlIIIIII nuwIe abO\ll &eI1.celDeDt aiun)'
\I.led IS . treDCb nuer BflIlIY Cot lhll material.. well.
COMPosrn: E plUME
ill tlIrtain ~. a. ~ltI a' CIIl. be c:a1en~ tilt a cambilllllan lido IUW
~ bOth ths tlIIbedJnlllt m-w I1Ul the \teIlCh wall.. To de\Wft!1II the eampocItIl
ftI1t dItImtiJtft \hi a' roc the ~ m>>aia16'l11D Table 14-1, asuI tbIIl tbtl E'. \lII aatI
tIl8IIrial ill t\l& tnnc\I wall from Table 14-4 (121 ~ to II B'd. T\1811 \III the lb11uwin& eqoatIt
lO aal~ the COQIpadtl n' 0;'->1(12)
J.'_ . liCE') , 1lfwadMlllo
wbUDl }>'_ . aampocitl iaadutus o(lOil rwdllll, 1bIIn'
8 ,. soilllJllPllt (l(lIIIbIDIDafacttdtom Table 14-3, dinlIDIIClII1-
11' . madlt1ua tlf'1ClI1 rear;tlcmtot lI!umbedment D\Il.DlIa!, Ib(In'
.
Page 14 - 15
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, f,.,' ~ I" I'; I'" 1!{'\\~\/I:.\.r.'I"llt;'/Jll~;\I.:lt/"l.\,\I,,~,;"",11/'\)I.\,~(',II'l\I."'~~\"~~\i,'\( 111"1,,. I j ,
1\1 ,),. '1"7;11\\'\'I~,IJ'I"~';~II'id',~.';rl/I,,.fl/,I:'~\I';.II\~"I'\);/:,'~"'~\;IJ"'/' ,'," hl,ll '~\.I' "
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<! .
J:I- Bcf'ore ualng Table 14--1 10 pt !be S vaJ-. the I'oUawing Il1IllIbors must be dewmlnsd:
I-tii
a:::!! I!'. D modulus orsoll reaction Dttbe native solI at lheplpe rpringllne, 1b/In2
<!:>
Wu IIR TablelH UliIn& the solI classiflcatloa aod 1n-pI1IM degree of COllIpm;tioD. ar
.Jo
Uo we Table 1M Ullng the ruults or SPI' IeSII or UlICOIIIInecI CcmpmaIon Tu18
~~ B D Inlnch width at p1po springJinll, Inebes ...... EXAMPLE 4
.JI- ;'.":1.'
U1U. 0 .. plpo d1amecer, II1dIea ';j~~ Moderate embedment,
-0
~~ ,,'_:.1. A 36-1nch dlamtter COIl
<!- 18 i1Icbes at c1W8l1lle om
a:.J
U.<! r.tr, 1.'0 1,10 BolD 1,/0 Il,fD I"n ,', COUlIlS between 3$ IllId 4
!!la ~:~
'I u 11 4 I .": ~ llIIIlOIIed A'OII1 the trencl1
J:w .1 ,. LlII l!.lll I. lIJII .II to e. mInlmlDD or 00% of
f-J:
ZI- U UI 1.4& .. us IW .II pmlic\Jx\ del1ect1on usIDj
j:o U !!O UD IlJI 11.III UI 1.11I
zl- .;t., Use /If,,atIM 1441 I
ww 1.1 1.11 tll .... IIJI5 ,1.10 'AI
::!!:>
:>0 iJ US IJO' 1.1I W \JIll 1.00 where: 5'. 1000 1bIIn
U(/) U 'AI 1.111 ,.II 1.01 'AI l,eo 5'D .. 10,000 I
0-
o!::., II 1.lO LlI 1.10 ,.II 'AI 1./11 It'nlE'" 10,01
Ww
J:u 2JI 1.11 IJiI LlI 1.10 . l,eo )!IO .. 72/36
1--
I- I.D 1041 .2lI ,.
\!:o FIO\lI Table 14-3, S -1.1
z . 1.11 .21 '.11
W(/) So1lIIIon: n',
u-
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61- Table 14-3 ValoM or S (SolI SlIJIpaft COlllblnlllll Faefoto) [121 !l:XAMPLE 5
z
Weak trelleh WIIIs witt
11IIII A 4&-incl!- d/amcte( prell
CAAllJlAR r,\MII with 30 lnehu ot dllll1
'II cWsI1/ad u POORLY C;
:> 0.1 ,.. 0 ."'11 IIn 10 IllId the mulll of tbe 5
,. 10' '*' 0.111.&21 11II 1M embedmant IIIll.I will be ,
,.4, ..... U.1l.N "" ~;:.: What oompos!te H' VIIw
4.. - ... !!qualioD?
0 I. I Vie EtIlIlllM 1~1
".. IJIII Mill'll E'.. 3000 Jb{1II
..M 1M I :a'1I c 700 lh'~
:> ...
IIIIC'I Il'n/B'. 70013
I!ID . 101/41
r.O · Standard Ptnltnltttlll Tilt In AceardaI10e ""Ill J.STM D ISl6 (.bIDM per Ibot) 151 S"O I
I. Data frum UnecmlIlIed CcmprM10ll Tilt In AcoonIance ."jtb ASTM D 21&6('1 0 0
Table 14-4 SOli St!ftl\fll Valolll rer III IItrI (..thot) Bolli (e'n) [PI B
Pegn 14.18
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~~~O~D OF ~U~~~y
A PORTION OF THE NW 1/4. SEe. 21. r 30N. R.IW, WM.
JEFFERSON COUNTY, WASHINGTON
f()/(,' 81.06-5, PlUS / /,AMMe:/?s
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~J3'1 ,--$:il-.:U..Z' o.lIl'~~Oi"1~"\''''V.
. Z. ,,~. 110' z.t;,t..'II' /.../35 1/3 ---4"....~..A......"l' l $1;.4TItJN ,Pftt,A~'~ ,t'l\
'zr. ':,.;'--:---, "co ~PI!'" ~/EI..b ,.te:H ylft:AUD ",,,1:$
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l.eo',rA"CM :JJ!r-:"aN \...
~ '> ltI ..... ~'CC\ '.",.."71.
In .,"'" 1""\ ..... Ql V::..J U10'R.t$NrOFWAY'
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SETON ROAD EXTENSION
Road Improvement Distritt
Port Townsend Paper Corporation
P,Q. Box 11500
Bainbrige Island, Wa. 98110
Portion of lots 10, 15
City of Port Townsend
540 Water ST,
Port Townsend Wa. 98368
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Sidney Morrell
4531 S. Discovery Rd,
Port Townsend, Wa, 98368
Lot 10,11
Building Plus
919 Haines Sl.
Port Townsend Wa. 9g368
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4890 South Discovery Road
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RECORD OF SURVEY
FOR
BUILDINGS PLUS, INC.
SURVEY OF A PORTION OF THE NORTHEAST
QUARTER OF THE NORTHWEST QUARTER OF
SECTION 21, TOWNSHIP 30 NORTH RANGE 1
WEST, W.M" JEFFERSON COUNTY, 'wASHINGTON.
DATE: MAY 9, 1996
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JEFF~ CJOl.IolTY
DEPARTMENT OF PUBLIC WORKS
FILE ~
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ACTION REQUEST~
REOlI:5TED BY. 1<.01"\ Enc:K~~ DATE. J j-d.-O\
ADllAESS. q?>4 LA" n(~:s.e.fI X~~l?l f'tO'<E NO,' 3lDO ...,51.55d.\
l'o(lo; C.~\e.S.\tJl\ 0Q~3 ALT. PH, NO,'
NATLflE OF REQUEST. 0 IN PERSa< ~ BY PHONE 0 BY LETTER TAKEN BY, C I"ll\eeX\
PERTAINING TO. ~OFFICE m ENG!SURIIEY ~ ROAD MAINT. 0 EQUIP. MAINT, 0 SOLID WASTE
REQUEST FOR. " "c,r......'" i:. 1l,...
LOCATlCJ'oI. ROAD ~erl-ll'lh~oo...d, ROAD NUMBER c..&fr~ ;;)01 M,P,
PROJECT. PAO./ECT TITLE PROJECT NLNOER.
DESCRIPTICJ'oI- I. gO\.U W,(k~ \":> EGc:..~e.~
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ATTACH NAP af Sl<<TCH
REFER TO. ~ \" u-c...e .
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RESPONSE.. r; j(,,1 II //'3 ;f, I
RESPOND BY.
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REVIEWED BY. DATI:' // /27 /f.,1
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CXHTACTED IlEQI.ESTER 0 IN PErlsctol 0 BY PHONE ErOY LETTER CXlNTACTED Oy. () /
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REClClMIIENDAT I CW.
PREPARE EST I NAn f'Q1.
ROUTr: TO- INITIAL
o DIRECTaf
o ASSISTANT DIR,
o ROAD IIl.PI:I'IV I SOR
o CXlNSTRUCTICJ'oI DIG, _
o PLANNING ENGINEER _
o ADMIN ASSISTANT
o AC~TANT
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JEFFERSON COUNTY
DEPARTMENT OF PUBLIC WORKS
P.Q, Box 2070
1322 Washington 51.
Port Townsend. WA 98368
(36c) 385-9160
Frank Gifford. Public Works Director
Robert G, Turpin. RE.. County Engineer
November 27,2001
Ron Erickson
934 Lauridsen Blvd. #205
Port Angles, W A 98363
Re: Upper Hoh Road, County Road Number 914207
Dear Mr. Erickson:
I apologize for this response taking so long, but I have been unable to roach you by
phone, so I will attempt to provide you with the information you requested by this letter.
I, How wide is the easement for Upper Hoh Rd.? The easement varies in width
depending upon how, when and what the right of way was acquired for. For
general talking purposes the width is as narrow as approximately 30 feet (usage
right of way) to as wide as 100 feet and may be more.
2, The road gets regular maintenance through out the year, Activities vary dependent
upon the roads' needs and the time of year, For instance pavement repair is
usually performed in the summer months, while ditch maintenance is a fall
activity,
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3, Enhancement Funds for Trails and Roads. I believe that you are referring to the
Transportation Enhancement funds of the Surface Transportation Program (STP)
originally begun with the lntennodal Surface Transportation Efficiency Act
'(lSTEA) and continuing with the Transportation Equity Act for the Twenty First
Century (TEA.21), This portion of the federal funding can be used for enhancing
transportation facilities, including roads and trails, It is also available for a wide
range of other projects types, from restoration of historic transportation facilities
such as buildings and bridges to providing multi.modal transportation facilities
such as visitor centers and transit facilities, To date, Jefferson County has
obtained this funding for use on the Larry Scott Trail (II portion of the Olympic
Discovery Trilll) lInd for the Olympic GlItewllY Visitor Center.
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4. Franchise for rail transport along the Upper Hoh road, The Board of Jefferson
County Commissioners has the authority to grant franchises for utilities within the
County right of ways. My last review of the Revised Code of Washington (RCW)
concerning franchises, I do not recall seeing the authority for rail transport.
However there may be other RCWs that cover rail transport that we are not
familiar with. In any case, because of the nature ofthe right of way along the
Upper Hoh Road, it is doubtful that there is physical room to accommodate both
the road and a rail transport systems.
5. TEA-21 funding. There are several funding programs included in TEA-21 and the
STP portion in addition to the Enhancement Program discussed in 3 above. They
include the Regional Allocation (RA), Hazard Elimination (HE), Emergcncy
Repair (ER), Public Lands Highway (PLH), Federal Forest Highway (FFH),
Bridge Replacement Off System (BROS), and others. Jefferson County has
utilized Hazard Elimination funds, Bridge Replacement Off System, and
Emergency Repair funds on the Upper Hoh Road.
I hope this provides you with the.information you are seeking. If you need additional
information or clarification, do not hesitate to contact the Public Works Department.
Sincerely,
~l~
Transportation Manager
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From:
Sent:
To:
Cc:
Subject:
Aubrey Palmer
Wednesday, January 30,20028:24 AM
Frank Gifford; Bob Turpin; Mark Lopeman; Mel Fraker; Paul Walters; Dave Ward
Michelle Ham; Colleen Zmolek; Nancy Hulse; Terry Duff; Bruce Laurie
Logging operation beginning on Upper Hoh Road
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For your information and use:
In addition to the logging operation now in progress on Upper Hoh Road, vicinity M.P. 11, a call was received from Mike
Neuhart asking about condition of sinkhole area, and if it was passable for more logging trucks, Mr. Neuhart stated that
they were beginning a logging show on the northeriy side of roadway, vicinity of M.P. 10, that will straddle Seton's Pit
access road, location of Public Works emergency rock stockpile. Bruce Seton requested him to contact us.
Mr. Neuhart stated that logging activity during the daytime hours, for short durations, will close the pit access road for their
daytime operations, however In an emergency he will clear the roadway of equipment lor us if we needed access.
Roadway will remain open and clear for passage during nightlime hours and weekends. He intends to keep the road
unobstructed.
Mr. Neuhart provided telephone contact numbers if we need to get a hold of him. His telephone numbers are as follows:
Work and home phone number: 360.683.3962
Celi: 808.4224
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JEFFERSON COUNTY
DEPARTMENT OF PUBLIC WORKS
P.O. Box 2070
1322 Washington St.
Port Townsend, WA 98368
(360) 385-9160
March 24, 2000
Gal}' A. Rowe, P.E., Public Works Director/County Engineer
Rick Cahill
Department of Natural Resources
411 Tillicum Ln,
Forks, WA 98331
Re: Upper Hoh County Road, #914207
Dear Mr. Cahill:
The Leadman from the Hoh Shop, Mel Fraker, indicated that DNR had a question as to
~nership of right ofwa~ along Upper Hoh Road within the NE1/4 of Section 22, Township 27
North, Range 12 West. This section of road was realigned in 1971, Since that time, the
abandoned right of way has been used by the County for maintenance purposes and, quite
possibly, by the public. There are no records of the old roadway ever being vacated in this area,
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I am enclosing an Order from the Department of Public Lands dated June 23, 1932, granting a 60
foot right of way to the County without a reversionary clausa, together with the right of way map
showing the alignment of the Upper Hoh Road at that time, I am also enclosing a copy of the
County's road pian for the realignment from 1971, Since it has been realigned, the County has
conslstentiy used this portion of the old right of way. Therefore, I have concluded that the right
of way in question Is still owned by the County.
Please contact me at 360.385-9159 should you have any questions or, If you have a different
opinion, I would be Interestad In receiving documentation to support that.
Sincerely,
~~
Admlnlstrativa Secretary
cc: Gary Rowe, P,E.. Public Works Director/County Engineer
Mol Fraker, Leadman Hoh Shop
enc!.: 1932 ROW Plat
1932 Order
1971 Road Plan
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FEB 22 1988 .1
JEFFERSON COUNTY,.::,:
ENGINEERS OFFICE
HW
nr.PARTMF.JIT OF ;->tIDLI C tUIDS
otf10e ot Comm1os1oner
June 23d, 11132
.'00....00000.....0000000'00.000000.
.
In Re Applioat1on. Nos. 1303, 1394,.
139D and 13ge tor R1ght. ot WaT ·
tor ColUlty Road. over state Land. ·
111 .r ettereon Coun t:}'. ·
00
.00.....000.00080..00.000.0000000...
ORDER
It appear1ng to the Oommiesloner at thie ttme
that applioations Nos. 1393, 1394, l39~ and 1396 were tiled in
this orrioe oy the Board or County Commies1onerl of Jeftereon
County tor oBslIIIIenh tor 11ghts ot way tor oounty roads over
and aorUBD oertain land. 1n Jetterlon Countrl that said applioa-
tion. w~re tiled 1n aooordanoe with the law or 1927 whioh provides
tor the granting of rights ot way over stste lands; and
It turther appearing that there is merohantab1e
timh,r 100ated upon said rir~t8 ot way, and that the value of said
timber' all determlned trom the report of the state tim ber clru100r
is $489.00 under applioation No. 13931 $88'.00 under applioation
No. 13941 $262.00 under applioAtion No. 1395; and ~150.00 under
app1ioation No. 13961 that B remittanoe ooverinG these amounts
hns now been reoeiv.d trom the proper authoriti.e of Jeffsrson
County ond that 1n aooordanoe with the IItatu'll, laid rigMe ot
way oan now be granted; and the Commioeioner being tully adviood,
L t 18, thoretore
ORDERtD and DETERMINED thot tho p1a'e showlna
tbe surTey of the IBid righte of way oe tiled with sald petltiono
be ond the samo aro hereby npproTed a8 tho otfioiol plate of sald
ro~dB nuO that easemento be and tho Barno are heroby granted to
Jefferson County for oounty roads OTor and aarose tho to11owln~
.
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Appl1oation No. l3~3.
Those portions 0 f the :.:-~ of Nr,i, the no, i of N',' ,: and
the S\~~ of notion 21, township 27 north, range 12 west,
\',.M., inoluded wi thin the 11mi ts of a etrip of land 60
teet in w1dth hav1ng 30 feet of suoh width on oaoh side
of the following desoribed oenter linel
Beginn1ng at B point in the east part of the :~\'.:; of
S'/ii, designated u Statton No. 118~~3.0 of .the eurvey of
State Road No. ~, and running thenoe N 47050'r. 255.3 feetl
thenoe on a 20" ourve to the left, turninc through an angle
of 4~030', a dietanoe of 247.5 feetl thenae N 1040'W 4117.8
feetl thenoe on a 200 ourve to the left, turning throu~ an
angle of leo, a d1stanoe of gO feetl thenoe II 19040'W ~ll
feetl thenoe on 8 200 ourve to the right, turn1ng through
an angle of 380, a distanoe of 190 teeti thenoe N 18020'
E 187.93 teet; thenoe on 0 150 curve to the r1(l;ht, turning
through ~n angle at 46051', n distanoe of 312.3 teetl thsnce
N 65011'!. 2307.B feet, 1nterl!leot1ng the oast and WBst center
line of the 8eotion at a distance of 471.2 teet and at a
point whioh 1s S 86044'E 2041 teet distant from the quarter
seotion oorner on the west line of 80id seotionl thenoe on
ll. 10- OUr'f'B to the right, turn1ng throu/41 an angle of 11'
30', 8 distanoe of 115 feeti thenos n 76041'E 708.5 teet;
thenoe on a 10u ourve to the ri~~t, turning through an ong!8
of 19023', a distanoe of 193.B feet; thence 3 B30B&'f 786.3
feet to a point on the east line of said section 21 which
1s n 1047'I: 1083.& feet distant from the Quarter BocUon
oorner on 8eid east line.
Tho r1ght of .ay heroinabove dssoribed hoe an area
of 8.21 aorss &oeord1nc to the plst thereof on tile in
the office of the Commissioner of i'ubl1e l/lRde !It Olymp1a,
\lashington.
SUbject, however, in the swi to a rl~ht of way for
railroad purposel gronted to ChicllP:O, 1,\llWf.lukee and puget
Sound Roilway Company throu~h oertifioato ~o. 240, iSDued
Marah 16, 1910, undor application No. 6835.
Application No. 13gt
Those porUons of the Stt 01' NT1'~, the S'i~ 01' rm;~ ond
the Nn of GEt of section 22, townohip B7 north, rango 12
weet, ..M., 1no1uded within the 1imito of a strip of land
&0 test 1n width having 30 teot of suoh width on each side
of tho following desoribed center line:
neginning at a point on tho WBRt 11ne 01' Bold scotian
:;2 Y:hioh in r: l04?'I; 1083.6 feet distant from tbll Quarter
800t10n corner on 8a1d woot lino, Bnd runninG thenoo il 83"
511'1; 900.1 feet; thenoo on an 0" OUrTS to tho right, turning
throur~ an anglO of 10006', n distanoe of 226.2 teet; thenoe
:3 65060'1', 1618.4 feet; thonce on 11 10. OllrTe to the left,
turnine through an Qn~lo of 12"25', n dilltanoo ot 124.2 feoti
thonce D 70013'1: 157.11.11 feetl thenoe on n 200 ourvo to the
rir,ht, turnlnG throu~ on angle of 71-17', Q dintence of
35&.4 teet,; thenoe S ll"~'j'; ~a.o tletl thence on a 40" oune
to the lett, turning throu~h on BORle of 811-20', B d1~tanoe
of 21G.n teotl thenoe I: BII '11';;, orooling tho 88110 11ne 01'
laid Bootlon 22 at a diotance of 414 foet end thenee into
ad301nlns sootlon 23, n totol distance of &04.1 fdet to the
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The rlght at way herelnaboye desorlbed has an area
ot 7.73 aoros 8000rdlnl) to the plat thlll'eot on tUe in
the ottloo at the Commlsl1oner at PUbllo Lands at 01ympi8,
Vi8ahingtOll.
5ubJoot, ho....r, to the rights at the holdera at
011 and gas loases Nos. ~68g, 6823 and 5825.
Applloatlon No. 13gS
Thoeo portlonll ot the Nt at SWi, the SEl ot sr.~ and
tho wi ot SEi or leotlon 23, tOWDship 27 north, ranse 12
.ost, W.M., lno1uded withln the 11mlts ot a strlp ot Ian!
80 toet 1n wldth haylng 80 teot at suoh wldth on eaoh slde
at tbe tollowlng Ge80rlbed oenter 11no,
Boglnning at 8 polnt on the .eat 11ne ot llald seotion
23 .hlGh 1e S eS042'W gO.l toot dletant tram the p, I. at
a 300 ourye at lald o,ntor 11no, 8ald F. I. belng S 8053'
t 83g.8 teet dl11tant trom the Quarter seotlon oorner on
IBid west llnol thenoe N S8042'F eg.l teet to the P. C.
ot 8uld 3ae our.. I thonos on s81d oury. to the rlght,
turnlng through an angle at 18028', a dlotanoe ot 61.4 teetl
thonoe S '4053'E 3g0.6 teet; thence on a 10. ourye to tbe
rlght, turnlng through an angle at '038'. 0 Glotanoe ot
76.3 toetl thenoe S 87021'E 2400.4 teet; thenoe on a 30"
Durn to the rlsbt, turninc through an angle at S60"8', a
dietanee of 85.g toet; thenOB S 41035't 272.2 teet; thence
on an e" ourye to the lett, turnlng throur,h an angle at
28008', a dlltanol at 326.7 teet; thence S 67"43'E 1139.S
teot; thenae on a 20" ourye to the rlGht, turning through
an angle ot 39"n5', 8 dletanoe at 109.8 teet; thenae S
27048'E 145.8 feetl thenoe on a 2300urye to the Iltt,
turnlng through an anglo at ~oa2', a dlltBnoe at 366.e
tlet; thenoe N 6~50'E 53.8 teet; thenoe on a 360 ourve
to the rlght, turnlns through !In !!nGJ,o ot 70., a dlstanoe
of 200 teet; thenoe ~ 42"10'E 66.0 teat to e roint on
the ealt 11nl at llald seotlon 23 whloh ls JI II 2l'E 206.3
teet distant tram the eouthoBst oorner ot nald oeotlon.
The right at way hero1naboye delorlbld han an area
at 6.g1 80rell oooording to the plat thereot on tile In the
ofti08 01' the commlosioner of Publlo Lan~~ at Olympla,
Washlngton.
~Ubj.ot, howeyer, to tho rlghts 0'1' tbo holder ot
oil end gas leass No. 5569.
Applloatlon No. 1396
Thot portlon 01' the S\~J at swi ot IIBotion 24, tom-
Ship 27 north, rongo 12 Walt, \i.M.j Included 1I1thln the
11mlts 01' a strlpot land 80 teot ln wldth haylng 30 toot
ot suoh width on eaoh llide 0'1' the tollowins dOlloribed oonter
11nel
Hoginnlnf at 0 polnt on the welt 11no at soid 800tion
24 whioh le N 2 2l'E 208.3 tellt dietBnt tram tho southwlet
oornor thereot, Bnd runn1ng thonoe D 4aolO'E 60 teet; thonoa
on u 50 oury., to tho 10tt, turnlnc through on an~lc of
14012', Q dl11tnnoe 01' 294 toot to n polnt in adJoinlns
sootion 25, ond oroDsinG tho south llno of oold oootlon 24
ot 0 d1Dtanoo of 879.6 teot and ut 0 pOint whioh is u 870
32'1: 2152.7 tellt d1etont 1'r0lll 8111d !Iouth"ost oorner or the
nootlon.
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RIGHT OF WAY PLAT
.JEFFERSON CDUNTY, WASH.
SEC. 2/, T27N., R/2 W, W M.
JEFfE.RSON COUNTY, WASH.
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MAY 4 111I ,
COMMISSIONER PU&.lAHlI4 .
.",athUIlIIlQIlUT. ~
SCALE.. I INCH =400 F"f.
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This roocl it> k'nown as fhe Upper Hoh ~oad,
lInit Nil I, frorl1 Sfote'Road Ne.9 to
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Ce:.RTIFICATE.
I, 5chuyler;B. Edwards, County EngIneer, Jeffer.soYl Cbunty
Woshlrtgton do hel'\!bv c"r~lfy that thle mop C1ceul'tlt.ly
reproat''tnt1l lhe locQtTon of I5Qlcl county la ttlod acro.s.s
e.c:tlon '2/,1Dwnshlp 27 north, I'tInge. 1'2 west, W M.
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COIInty E"glnur, J.fF..r/Jon County, Wa5hln~ton'
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RIGHT OF WAY PLAT
JEFFERSON COUNTY, WASH.
SEeS. 23 B: 24 .,-:- 27N., R: 12 W., W M.
JEFFERSON CoUNTY, WASH,
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f;f'rI/,;JS~:IJi'l~R rUIJ.INlIl"
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SCALE IINCH~400 FT.
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JUN ii 1932 '
CllMMISSION1R I1JB, IANn,'
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G ERTI FICATE.
I! 5ekllyler r>. E.dwarcj." County Engineer, Jef(et!on County,
~&n;n9ton, do h&~by c&rHfy tnot thl. map accurttlely
rtl'r#6ent' the. locof{on of /!olcl county's road across
el!c:tlo"~ 23 and 24, itlwn"hip e7 norlh, n:mge. 1'2 WllIst, W tfI.
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County En91",e.r, ..J-.ffisrlOn County,WQal1lngton"
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RIGHT OFWAY PLAT
JEFFERSON COUNTY, WASH.
SEe. 22,T2.7N.,R/2 w., w. M.
JE.FFE.R50N CoUNTY, WASH.
.sCALE IINCH=400 F"f.
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COMMISSIONER I'tIB. ......DI
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CERTIFICATE.
" Sch\1fIeI"~' Ed~rtl", County 1!119111l!e.r; Je.((ctl'lOl1 Coul1ty,
Wlahl1191on,do nct'l!by wflFt 'hof thla mop' dCc.uI'tl~'Y
I1lprelle."t~ in- local/on of 8ald COUI1'Y~ tt:lod 001"0&$
&ictlon '22,town.shlp 27 north, I'tll1gt. I'Z WEl6t, WM.
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'71 SEP 7 P~l 12: qa
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STATE OF WASH INGTON ~ffm"i'~ fr'G::1 y ~UOJlOR
DEPARTMENT OF NATUML RESO RCES ...7. AI"'. ~. v--"
BERT L. COLE, Comml ss lone r of P bHc-L'3ITdS-.,T "-)".liTI'uTY.
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******************
,', ORDER
.'. AND
.'. CERTIFICATE OF GMNT
,',OF
.'. RIGHT OF WAY
In re: Application No. 2972 for
Right of Way for Public Road in
Jefferson County
******************
It appearing to the Commissioner of Publ ic Lands that the
Board of County Commissioners of Jefferson County have, pursuant to
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a resolution of said Board, filed Application No. 2972 In his office
for an easement for a right of way for a publ Ie road over and across
state owned lands in Jefferson County, st NEt, NEt SEt, Section 22,
Township 27 North, Range 12 West, W.M., in said county; and
It further appearing to the said Commissioner that a duly
attested copy of a plat of the proposed right of way prepared by the
county engineer of said county has been filed In his office, which
said plat is hereby approved; and
It further appearing to the said Commissioner that timber
of an appraised value of $3,699.00 Is on the state owned lands here
involved and that said sum has been paid In full to the state; and
It being deemed by the said Commissioner to be In the
best Interests of the state to grant the easement herein rcquested,
It is the rcfore
ORDERED and DETERMINED that, In accordancc with Section 5.
Chaptcr 73, Session Laws of 1961 (RCW 79.01.340), an easement for
right of way for a pub 11 c road be, and the same I s hereby gran ted
r
to said county ovcr and across the following described state owned
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st NEk, NEk SEk, Section 22, Township 27 North,
Range 12 Wcst, W.M.
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27 '...r 724
Ce', ReI. No, 21 ~
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The easement granted herein is subject to the following
conditions and provisions:
HAZARD TREES
Trees located outside the limits of the right of way herein
granted which become a hazard to the use and maintenance of
the road may be removed upon obtaining the written consent
of the State, and payment of the appraised value thereof.
Dated this
~
, 1971.
~()d~1
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STATE OF WASHINGTON
DEPARTMENT OF NATURAL RESOURCES
sar
App. No. 2972
BY~
Commlsslo~~s.of Public Lands
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JEFFERSON COUNTY
DEPARTMENT OF PUBLIC WORKS
P.O. Box 2070
1322 Washington 51.
Port Townsend, WA 9B36B
(360) 3B5-9160
Frank Gifford, Public Works Direc/or
Robert G, Turpin, P.E., County Engineer
MEMORANDUM
DATE: February 13,2002
TO: Bob Turpin, P.E., County Engineer
FROM: Aubrey Palmer /I~
SUBJECT: Request for signature, response to Feb. 8, 20002 meeting participants, Brandeberry
Plat owners, Upper Hoh Rd" Co. Rd, No. 914207
I have taken the liberty to write a response in your name to document the meeting hcld with
Brandebcrry Plat owncrs who attended an on-site meeting held last Friday, February 8, 2002, on
Marilyn Lewis property. If you agree with context, please sign the attached three (3) lctters and
rcturn for further processing.
For you information, Mr. Dalc Thelin's address could not bc found. He was one of thc
participants, and Jefferson County's lax roll, votcr rcgistrati.on, and stntewidc nddress and phonc
numbcr wcrc searched. Also, I spokc with Mrs. Davis und shc hud ncver mct him before. If
informution on Mr. Thclin's utldress comes forth, a Icttcr will ulso bc sent to him. If YOll huvc
uny questions, pleusc contuct me.
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File: Upper Hoh Rd., Co. Rd. 914207
1l:\(luhlicworh\nuh\MIS('Aoh Turpin 5. n''{IUcu ror .lsnAllne, nrllndr.hclTY 101 (lWflcr leiter, llrpcr IInh,doc
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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
Robert G. Turpin, PE., County Engineer.
Fcbruary 11, 2002
Mr, and Mrs. Monty and Marlene Davis
453 Williamson Rd,
Sequirn, W A 98382
Re: Flooding concerns, Hoh RiverlBrandeberry Plat area and Upper Hoh Rd., County Road No. 914207,
vicinity M,P. 12 Rt.
Dear Mr. amI Mrs. Davis;
Thank you for meeting with Aubrey Palmer of our Road Maintenance Department on Fcbruary 8, 2002,
regarding Hoh Rivcr flooding concerns on or near your properties located in Brandeberry Plat. As you
rclated in conversation with Aubrey Palmer, your plight and urgent request for placcment of riprap on the
southerly margin of the Hoh River, in thc area of Brandeberry Plat, has been rcceived.
At this timc our Agcncy unfortunately has no fnnding available to participate in thc placement of riprap
protection along thc southcrly rivcr margin, and we are not authorized to work outsidc of our right of way
limits, Howevcr, Public Works has requestcd the Burcau of Reclamation to includc this arca in a study
that will bc accomplished concurrcnt with a project in development furthcr downriver. Also, Washington
State Department of Transportation will be accomplishing aerial photography of thc area latcr this spring
and current river configuration information will bc available to us.
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Your communicmion is highly valued as you arc awarc of river conditions and issucs that arise in that area
which will assist in l11onitoring, My phone numbcr is (360)-385-9160. If you havc any questions, pleasc feel
free to contact mc,
rO
Sincercly,
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VRobcrt ci': TUl'flin,I',E.
County Engineer
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JEFFERSON COUNTY
DEPARTMENT OF PUBLIC WORKS
P.Q, Box 2070
1322 Washington 51.
Port Townsend, WA 98368
(360) 385.9160
Frank Gifford, Public Works Director
Robert G, Turpin, P.e., County engineer
February 11, 2002
Mr. and Mrs. Phil and Dolores Misely
P.O. Box 1538
Forks, WA 98331
Re: Flooding concerns, Hoh River/Brandeberry Plat area and Upper Hoh Rd" County Road No. 914207,
vicinity M.P, 12 Rt.
Dear Mr. and Mrs. Misely;
Thank you for meeting with Aubrey Palmer of our Road Maintenance Department on Febl'Uury 8, 2002,
regarding Hoh River flooding concerns on or near your properties located in BrandebelTY Plat. As you
related in conversation with Aubrey Palmer, your plight and urgent request for placement of riprap on the
southerly margin of the Hoh River, in the area of Brandeberry Plat, has bcen received,
At this time our Agency unfortunately has no funding available to participate in the placement of riprap
protection along the southerly river margin, and we are not authorized to work outside of our right of way
limits, However, Public Works has requested the Bureau of Reclamation to include this area in a study
that will be accomplished concurrent with a project in development further downriver. Also, Washington
State Department of TranspOltution will be accomplishing aerial photography of the urea later this spring
and CUtTent river configuration information will be available to us.
Your cornmunieation is highly valued as you are aware of river conditions and issues that arise in thut area
which will assist in monitoring. My phone number is (360)-385-9160, If you huve any questions, please feel
free to contact me,
Sincercly,
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.IRobert O:'j'urpin. P,E.
County Engincer
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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, Pubiic Works Director
Robert G, Turpin, RE., County Engineer
February 11, 2002
Mr. and Mrs. Larry and Beverly Worrell
P.O. Box 88287
Steilacoom, W A 98388
Re: Flooding concerns, Hoh River/Brandeberry Plat area and UpperHoh Rd., County Road No, 914207,
vicinity M.P. 12 Rt.
Dear Mr. and Mrs. Worrell;
Thank you for meeting with Aubrey Palmer of our Road Maintenance Department on February 8, 2002,
regarding Hoh River flooding concerns on or near your properties located in Brandeberry Plat. As you
related in conversation with Aubrey Palmer, your plight and urgent request for placement of riprap on the
southerly margin of the Hoh River. in the area of Brandeberry Plat. has been received.
At this time our Agency unfOltunately has no funding available to participate in the placement of riprap
protection along the southerly river margin, and we are not authorized to work outside of our right of way
limits, However, Public Works has requested the Bureau of Reclamation to include this area in a study
that will be accomplished concurrent with n project in development further downriver. Also, Washington
Stnte Depmtment of Tnmsportation will be accomplishing aerinl photography of the area later this spring
and CUITent river conCigurntion informntion will be availnble to us,
.~
Your communication is highly valued as you nre aware of river conditions and issues that arise in that area
which will assist in monitoring. My phone number is (360)-385.9160. If you have any questions, please feel
free 10 contact me.
Sincerely,
J.J ~>~~..,...)
vltobc'It O~rurpin, !'.E.
Count)' Engineer
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JEFFERSON COUNTY
DEPARTMENT OF PUBLIC WORKS
PROJECT ESTIMATE WORKSHEET
UPDATED:
Upper Hoh Road
BARS BASUB: 542
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PROJECT NAME: Spruce Creek Hill Reballist ROAD II PROJECT NO,: MA /&0 I
OBJ. PROJ, WORK BREAKDOWN '" CONSTRUCTION PRIOR REMAINING
# DESCRIPTION COST PS&E RIW C, E, CONTRACT DAY LABOR YEARS 2002 YEARS
,10 Salaries $6149 $6149 $6149
,12 Overtime $0
,20 Benefits $2 939 $2 939 $2 939
,31 Sunnlies $4160 $4160 ~4160
,41 Professional Services $0
.43 Mobilization $0
,44 Travel Accommodations $1478 $I 478 $1478
,45 Eauioment Rcntnl $7720 $7 720 $7 720
,48 Rcoalrs & Maintenance $0
.49 Administrative Overhead ~4 489 $4 489 ~4 489
,51 Intcr~ov. Prof. ServIces 0
,61 LandlRl ht 01 Wav 0
,62 BuildillRS & Structures 0
,63 Other 1m rovcmcnts 0
,64 Machlnerv & Eauiament 0
,65 enostruetlon Pro ects 0
,91 Interlund Pra!. Services 0
,95 Interfund Eaulnmenl Rental 0
TOTAL: $26 935 $0 $0 $0 $0 26935 $0 $26 935 $0
PROJECT FUNDING PRIOR YEAR REMAINING
SOURCE AMOUNT YEARS 2002 YEARS
LOCAL", $26935 $26935 PROJECT MANAGER:
STATE",
RESOLUTION REQUIREO?
YES NO
FEDERAL..,
RESOLUTION NO,:
I TOTALS $26 935 $0 $26 935 ~ !i
ACCOUNTING: PREPARED ny: 'J'M.."/ DATE: ,,_ '_2-
\L)'p CHECKED ny: A~_~_ J...t../ DATE:
APPROVED !lY: A' " ~L_ DATE: v/ A
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JEFFERSON COUNTY
DEPARTMENT OF PUBLIC WORKS
PROJECT ESTIMATE WORKSHEET
UPDATED:
Upper Hoh Road
PROJECT NAME: Spruce Creek Hill Chipseal
ROAD #
BARS BASUB: 542
PROJECT NO,: MA !f"o'3
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OBJ, PROJ, WORK BREAKDOWN ..' CONSTRUCTION PRIOR REMAINING
# DESCRIPTION COST PS&E R IW C, E, CONTRACT DAY LABOR YEARS 2002 YEARS
,10 Salaries $1535 $1535 $1535
,12 Overtime $0
.20 Benefits $735 $735 $735
,31 Su[}olies $1006 $1006 $1006
,41 Professional Services $0
,43 Mobilization 0
,44 Travel Accommodations 0
,45 Eauioment Rental $1650 $1650 $1650
,48 Rcoairs & Malntenanco $0
,49 Administrative Overhead $985 $985 $985
,51 Inler.ov, Prol, Services $0
,61 Land/Ri.ht 01 Wav $0
,62 Buildln.s & Structures 0
,63 Olher Imorovomcnts 0
,64 Machinerv & Eaulomont 0
,65 Construction Pro eets 0
,91 lntcrlund Prof. Servlcos 0
,95 InlMlund Eaui ment Rontnl 0
TOTAL: $5911 $0 $0 $0 $0 5911 $0 $5911 $0
PROJECT FUNDING PRIOR YEAR REMAINING
SOURCE AMOUNT YEARS 2002 YEARS
LOCAL.., $5911 $5911 PROJECT MANAGER:
1000 g.lIons MCS2 @ $,85 g.lIon
16 Tons 1/2,1/4 crushed $9,75 Ton
STATE,..
RESOLUTION REQUIRED?
YES NO
FEDERAL..,
RESOLUTION NO,: -
I TOTALS $5911 $0 $5911 SO !
ACCOUNTING: PREPARED DY: "/U",L DATE: (,I., / l ," ?
10,\1) CHECKED DY: L/ -/._ DATll:-#~h...
APpROVED ny: L7 ,; '-'" DATE: fc.//;/ """.
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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
Robert G. Turpin. P.E., County Engineer
MEMORANDUM
DATE: February 11,2002
TO: Memo to the File
FROM: Aubrey Palmer 11-#
SUBJECT: Discussion with residents of Brandeberry Plat, Upper Hoh Rd, Co. Rd, No, 914207,
Vie. M.P, 12 Rt., regarding flooding concerns
I (Aubrey Palmer) met with Mr. and Mrs, Monty and Marlenc Davis, Mr. Larry Worrcll, Mr, and
Mrs. Phil and Dolores Miscly, and Mr. Dalc Thclin (sp) on Fcbruary 8, 2002 at 1:00 PM, Thc
mceting was hcld on thc Upper Hoh Road, Vie. M.P. 12, Rt, on Marylin Lewis propcrty at the
end of existing riprap protection. Thc residcnts are conccrncd that cxisting riprup configuration
is deflccting Hoh River watcrs toward their propcrtics. Thcir propertics are locatcd in thc
Brandebcrry Plat, which is locntcd southwesterly and downstream of M.P 12 existing riprup
protcction. Thc rcsidents cxplnincd thcy huve becn cxpcriencing loss of propcrty, trces, and of
high wuter sincc instullntion of thc riprnp on the northcrly sidc of thc rivcr, I cxpluined that the
muin flow of wutcr hus abandoncd thc rip rap area nnd dcpositcd n grnvcl bnr ulong most of thc
wholc Icngth, from thc Pmk boundnry to cnd of thc rip rnp. Thc main rcason for thc erosion is
duc to u debris dumn somc hundrcds of fect below thc riprnp that is dcflccting thc rivcr southerly,
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I cxpluined that thc Burcuu of Rcclnmation has bccn nskcd by our County Enginccr to include
this nrca in n study thut will bc accomplished concurrent with n projcct fnrthcr downriver, Thcy
were nlso informcd that Wnsh, Stntc Dcp!. of Trnnsportation will also bc nccomplishing ncrinl
photogruphy of thc urca Intcr this spring nnd currcnt river configuration informntion will bc
nvnilnblc to us, Rcsidcnts rcqucstcd copics of this information when nvailnblc,
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Residents stntcd thnt thcy had discussions with enginccrs from both loenl nnd Senllle urens,
Enginecrs henring of the riprnp speuks mostly to downstrenm impacts not bcing ndequntely
reviewed for this instnllution nnd the nppenrunce thut riprnp is cnusing the erosion, Mrs, Marlene
Duvis asked whethcr or not mitigntio\1 wns included in thc project? I explnincd thnt mitigation
wns included in the pl'Ojcct, howevcr, most of the mitigulion featurcs nrc not visible now, ns it
hns been buried under river grnvel deposits, The residents asked if thc County could place riprnp
along the south rivcr bnnk ns wns pi need nlong Mnrilyn Lewis's propcrty, I explnincd thnt Public
Works could not wnrk off right of wny without County Commissioncr npprovnl. Mrs, Mnrlcne
Dnvis stated she callcd Glen HuntingfOl'd when the flooding was occuning but whcn hc cnllcd
back she misscd the cnll. Mrs, Davis nlso spoke with Rcpresenlntivc Jim Buck regarding their
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concerns, I explained that Public Works is very low on monies due to the number of emergency
projects we have had to deal with in recent years past.
Discussion then turned to the debris jamb southerly of the riprap protection, and necessary
permits that may be involved to remove it. The residents volunteered to remove it. I suggested
that they do no work in the river without speaking with Dan Dufoe (WSDFW) located in Port
Angeles. Residents were infonned of the need to acquire pennits prior to start work, and
explained JARPA permitting system, as it kicked in other interested parties pennitting processes
as well. Discussion then turned to the installation of the riprap, and the question was raised as to
how the protection diverged from the roadway. I explained that it was my understanding the
riprap installation was for the protection of the roadway and part of a right of way negotiation
with underlying landowner.
Discussion turned to funding and who paid for what parts of the project. The project funding
was explained as following FEMA funding guidelines, and Federal. State and local monies paid
for the project. Residents feel that they have been affected downstream by placement of the
riprap and requested me to express their urgent nced 10 rip rap their bank and to echo thcir
plight to my superiors. I stated that I would.
Discussion then turncd to lack of County funding availability, WSDFW, other funding sourccs,
such as mitigation rnonics, A Ictter of acknowledgcment of the mceting to the partics involved
was requestcd, I statcd that they would reccive a Icttcr.
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I thanked thcm for thcir timc and took my leavc at approximately 2:30 P.M.
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Cc: Frank Gifford, Public Works Dlre"or
Robert G. TulJlln, P.E" County Engineer
AUach: Pbolollraphs
1I:\jlubllcwort'laubIMISClM.... to me, Drondeberry Pill R..ldeol', Up"" Hob Rood, VI., M,P, 12 RI., 02.01.02,"'"'
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JEFfERSON COUNTY
DEPARTMENT OF PUBLIC WORKS
P'Q, Box 2070
1322 Washington 51.
Port Townsend, WA 98368
(360) 385-9160
Frank Gifford, Public Works Direelor
Robert G. Turpin, P.E" County Engineer
MEMORANDUM
DATE: April 24, 2002
TO: Robert G, Turpin, P.E. County Engineer
FROM: Aubrey Palmer ,4;e/J
SUBJECT: Request for permitting assistance; Upper Hoh Road, County Road No. 914207,
Vicinity M.P. 12 LT., Revctmcnt Repair.
Road Maintenance Department is requesting engineering assistance in securing necessary
pcrmitting to maintain and repair a segment of existing riprap along the southerly margin of
ubove rcfcrcnccd roadway. The cxisting riprap revetment was dumuged during winter 2001/2002
storm events. For your infOlmation, a long-tcrm maintcnance agreerncnt is in place with the
underlying landowncr for maintcnance of thc structure, and in addition, the rcvetmcnt protccts
our roadway.
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Duve Ward of our Maintenance Dcpartment, submitted a JARPA for repair of existing riprap for
u 5 ycar period, Docurnentution for prcvious similar work on the site was submittcd und is
compatiblc with JARPA request, A Shorcline exemption has been secured, along with I-1PA,
however, the Army Corps of Enginccrs is requesting a Biological Evaluation (sec attachcd
corrcspondence dated April 13,2002). Dave Wurd has made two tclcphonc contacts, to no avail,
with thc Corps usking for un exemption, and has not found an avcnuc for rclief in regards to the
nccd for u Biological Evaluation.
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Thc Army Corps has requested thc information bc submitted within 90 days of the letter or they
will consider our upplication withdrawn, Maintcnancc Depurtment will assist enginecring as
nccdcd to uccomplish pemlilling for the proposed activity. Pleuse contact mc at your
convcnicncc.
to
Cc: Mnrk I.opemnn
I'alll Wnliers
f)llve Wnrd
Mell'mker
Shelly Solomon
Ild, File: Upper "oh Rond, Cnllnly Rond No, 914207
Alln,'h: Anny Cn~ls leller dnled April I~, 2002
\\ruhwnrl\\1lllll\c\p\lhllcw(111~\llllh\MI,~("nnh Turpin 7, t Jpl'K" Iluh, Vie Mil 12, RrqllclIl (Ilr aul~llInC'e nn rc:vclmrnl rrr"1r,doc
100% Rocyclod Papor
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DEPARTMENT OF THE ARMY
SEATTLE DISTRICT. CORPS OF ENGINEERS
P.O. BOX 3755
SEATTLE, WASHINGTON 98124.3755
REPLY TO
ATTENTION OF
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APR 1 3 iC02
Jefferson County Department of Public Works
Post Office Box 1.200
Port Hadlock, Washington 98339
Reference: 2002-4-00256
Jefferson County Public Works
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Gentlemen:
I have made a preliminary review of the referenced application for a Department ofthe
AmlY pcnnit to rcpair existing bank protection ovcr a 5 year pcriod in the Hoh River, Pacific
Ocean near Port Hadlock, Jefferson County, Washington. Please cite the referenced number
abovc in anycorrcspondcnce with mc conccrning this projcct.
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In thc projcct vicinity, a number of species have becn listcd as thrcatcned or cndangercd
undcr thc Eudangcred Specics Act (ESA) Illay occur. Under thc U.S. Army Corps of Engineer's
(Corps) Fedcral pcnnit program, pcnnit applications are rcviewed for the potential impact on
thrcatcncd nnd cndnngcred spccics pnrsuant to Scction 7 ofthc ESA, as amendcd, The ESA
rcquircs that Fcdcral agencics hlkc action as neccssary to cnsure that thcy do not authorize, fund,
or carry out actions that arc likcly to jeopardizc thc continued existencc of threatcncd or
cndangcrcd species or rcsult in the destmclion or advcrsc modification of critical habitat for such
sJlccics.
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Initial rcvicw indicates that bcfore wc can procecd with thc processing of your application
youlllusl snbmit thc following additional infornlation:
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· A clcar dcscription of the proposed activitics, including drawings, or plans with
cnough dctail to provide sufficicnt infomlatioll to thc pubic about thc nature of the
nClivilY,
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. A description of the type, composition, and quantity of material to be discharged
into waters or wetlands or disposed of ill the ocean. Please estimate some
maximum amount that is to be placed each year.
· Plan view and elevation view drawings showing the general and specific site
location and character of all proposed activities including the size of the impacted
waterway and depth of water in the area.
. Vicinity map showing the location ofthe proposed project.
. Names and addresses of adjacent property owners.
. Location and dimension of adjacent structures.
. A Biological Evaluation is required for ESA coordination.
. Complete the enclosed CZM Consistency Form,
Please submit the requested information within 90 days of the date of this letter or you
application will be considcred as having been withdrawn. rfyou have any questions, please
contact me at thc abovc address or by telephone at (206) 764-6904.
~
Susan G1cnn, Projcct Managcr
Application Rcview Section
j
Copy Furnishcd:
David Ward
Post Office Box 238
Quilccne, Washington 98376
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CERTIFICATION OF CONSISTENCY WITH
THE WASHINGTON STATE COASTAL ZONE MANAGEMENT PROGRAM
FOR FEDERALLY LICENSED OR PERIVlITTED ACTIVITIES
Federal Project Number: dt/J9 '4- -O0&5~
Applicant: ,-,v4+<fL:()'f) ~lbd'1 f-ubli (!., LM(/(J
Project Description: VV1(}JmP,l101..M~Q. l1 ~.JIl/L 'fnmm:n nvl' y-
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(attach site plans, location (county/city), and proximity to waterbody (name))
This action underCZMA!i307(c)(J) is for a project that will take place within Washington's coastal zone
or which will affect a land use, water use, or natural resource ofthe coastal zone. (The coaslal zone
incllldes all parIs of Clallam. Grays Harbor, Island, Jefferson. King, Kilsap, Mason, Pacific, Pierce, San
Jllan, Skagit, Snohomlsh, Tllllrslon, Wallkiaklllll and Wllalcom cOllnties,)
The projcet complies with the following enforceable policies of the Coastal Zone Management Program:
1. Shoreline MlInagement Act (SMA):
(1s outside of SMA jurisdiction
,J Applied for shoreline permit
') I-Ias a valid shoreline permit
<--Has received an SMA Exemption
2. State Willer Qunlity Uequiremenls:
Does not reqnire water quality permits ( )
Applied for water quality certification ( )
Has received water quality ccrtifieation ( )11
Applied for stormwatcr permit ( )11
I-Ias received storm water permit ( )11
3. State Air QUlIllty Requirements:
Does not requirc air quality permits
Applied ror Air Quality permit
Has an Air Quality permit
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4. State Envlronmentul Polley Act:
Projcct is exempt rrom SEPA
SEPA checklist snbmitted
SEPA dceision issued/adopted
NEPA decision adopted by
lend agency to satisfy SEPA
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Pnhllc Notice for this proposed project was provided through:
( ) uotlces mailed to interested parties using
( ) publication in
( ) other (include dntes)
to
mniling list on _(dnte).
(ncwspnper)on ___(dntes).
rhm:!lIrc, I cerlify IIIalllll,! p/'(jfe"1 complies wllh Ihe cn/arceahle pa/icie,1 a/Washlnglan ',I approved
Com'lal 20//e MIlI/(/KC/IIl'nl Prollram al/ll will he condllcled In a /IIanncr coml,\'lelll wllh thaI program,
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JEFFERSON COUNTY
DEPARTMENT OF COMMUNITY DEVELOPMENT
UNIFIED DEVELOPMENT CODE
TYPE I LAND USE PERMIT
SHORELINE SUBSTANllAL DEVELOPMENT PERMIT EXEMPTION
WASHINGTON STATE SHORELINE MANAGEMENT ACT (RCW 90.58)
PROPONENT: JEFFERSON COUNTY PUBLIC WORKS
DEBBIE BERRETH
PO BOX 2070
PORT TOWNSEND WA 98368
DATE ISSUED: March 06 2002
DATE EXPIRES: March 06, 2003
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JErrERION eOUIHY
PURile 1'i0,IK5 Oli'T
MLA NUMBER: MLA02.{)0079 CASE NUMBER:SDP02-00008
PROJECT DESCRIPTION:
Proposed work activity Is limited to maintenance of an existing structure, Jefferson County Department of Public Works
is reque~ting that all necessary permits be issued to allow ordinary maintenance of the existing bank protection
structure over a period of the next 5 years, The County has an obligation to maintain the bank protection structure to
prevent damage of road and adjacent private property, No additional structures will be constructed, Normal
maintenance will consist of replacement of rock lost to high water flows, All work will be done In the dry above the
wilter line.
WATER80DY AND/OR ASSOCIATED WETLANDS: HOH RIVER
,.
PROJECT LOCATION: In the vlclni~J of mile post 11 ,83 to mile post 12,18 on the Upper Hoh Road
FINDINGS:
1.) The Administrator finds that this application complies with applicable provisions of the Unified Development
Code, all olher applicable ordinances and regulations, and Is consistent with the Jefferson County
Comprehensive Plan and Land Use map.
2,) The application was reviewed by the Jefferson County Department of Community Development staff on 2/19/02
for the potential presence of Environmentally Sensitive Areas (ESAs) under the provisions of the Unified
Development Code (UDC). After an Initial Geographic Information Systoms mapping review and an
Investigative site Inspection, the following ESAs were confirmed to be present on the subject property: Shoreline
(Conservancy), Type I Stream, Eagle Habitat, and Floodplain,
3,) The proposed work Is limited to maintenance of an existing bank to mltlgete damaga to the road, Tha rip rap
structure and barb are elready In place, The eppllcant currently hes all other appllceble permlls, The
Washington Department of Fish end Wildlife Issued e Hydraulic Projact Approval Permit (Log Number
00.D7789.01). The permit will expire October 15, 2003,
4,) Jefferson County datermlned that this proposal Is categorically exempt from review under the State
Environmental Polley Act (SEPA) pursuant to WAC 197.11.880,
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CONDI'rIONS:
1,) The project shall adhere to the Best Menagement Practices (BMPs) 10 control stormwater, erosion end
sediment during construction, BMPs shall address permanent measures to stabilize soli exposed during
construction, and In the design and operation of stormwater and drainage control systams,
2,) In addlllon to Jefferson County permit conditions, the project proponent shall comply with ell condlllons set forth
by the Waslllngton Department of Fish and Wildlife through Hydraulic Project Approval.
3,) Prior to commanclng developmant actlvlly, tha proponent Is responsible for Informing the US Army Corps of
Englneors (COE) In ordar for COE;, to determine whetller a Dopertment of the Army permit or review Is requlrod,
Generally, review Is required for construction and dredging In or around navigable waters of the US and for work
or IiIlln hydrologically connected wetlands, Contacllhe US Army Corps of Engineers, Seattle District
Reguletory Branch, PO Box 3755, Seattle WA 98124, (208) 784.3495, for more Information,
4,) Tile development shall be essentially the same as the original In location, size, conflcuratlon, and external
appearance,
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NOTle E: This exemption does not excuse the proponent from complying with other local, state, and federal
ordinances, regulations, or statutes applicable to the proposed development, but consistent with RCW 90,58.
Development pursuant to this permit shall be undertaken subject to the applicable policies and performance
standards of the Jefferson County Shoreline Management Master Program and the Jefferson County Unified
Development Code.
If during excavation or development of the site an area of potential archaeological significance is uncovered, all
activity in the immediate area shall be halted, and the Administrator shall be notified at once,
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The Federal Endangered Species Act rules to protect threatened Chinook and Summer-run Chum salmon
became effective on January 8, 2001. Bull trout have been listed as threatened since early 2000, Under the ESA,
any person mf:Y bring lawsuit against any Individual or agency that "takes" listed species (defined as causing
harm, harassing, or damaging habitat for the listed species), In addition, the National Marine Fisheries Service
can levy penalties, All areas In Jefferson County are inciuded as "critical habitat" for a listed species,
Development of property along any marine shoreline, freshwater shoreline, or floodplains could harm habitat if
protective measures are not taken, To minimize the potential to damage habitat, all property owners developing
adjacent to marine shoreline, freshwater shoreline, or floodplains are advised to do the following:
- Set back buildings, utilities and roads as far as possible from surface waters (streams, rivers, lakes, marine
waters), or at least 150 feet from the edge of the water
- All development activities should avoid unstable slopes, wetlands, and forested areas near surface waters
- Remove minimal vegetation for site development, especially large trees
- Allow trees that have fallen Into surface waters to remain there
. Infiltrate slormwater from buildings and driveways onsite through drywells rather than discharging directly Into
surface waters or roadside ditches
Any individual, group, or agency can bring suit for a listed species "taking", even if you are In compliance with
Jefferson County development codes, The risk of a lawsuit against you can be reduced by consulting with a
professional fisheries habitat biologist, and fo wing the recommendations for site development provided by the
biologist. For more infoonatlon, contact Brla onan at (208) 526-6613 at the National Marine Fisheries Service
i(~U'S' ~ ., """ '''-I''''
Department of Community Development Staff
c: Department of Ecology, Shorelands Offlce, Jeffree Stewart
Washington State Department of Fish & Wildlife,
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DAVID WARD
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AGENCY USE ONLY
Agency Reference #:
Other:
:. Date Received:
JARPA FORM
PLEASE TYPE OR PRINT IN BLUE OR BLACK INK
Based on the preceding checklist, I am sending copies of this application to the following: (check all that apply)
(8] Local Govarnment for shoreline: 0 Substantial Development 0 Conditional Use 0 Variance 0 Exemption; or, If applicable
o Fioodplaln Management 0 Critical Areas Ordinance
o Washington Department 01 Fish and Wildlife for HPA
o Washington Department of Ecology for: 0 Approval to Allow Temporary Exceedanee of Water Quality Standards
0401 Water Quality Certification Nallonwlda Permits '
o Washington Department of Natural Resources for: 0 Aquatic Resources Use Authorization Notification
(8] Corps Englnae" for: 0 Section 404 0 Section 10 permit
o Coast Guerd for: 0 Sactlon 9 Bridge Permit
SECTION A - Use for all permlls covarad by this .ppllcatlon. So sura to also complete Sectl.n C (Signature Slock) for all permit
applications.
1. APPLICANT
JEFFERSON COUNTY DEPARTMENT OF PUBLIC WORKS
MAIUNG AODRESS
P.O, BOX 1200 PORT HADLOCK WA, 98339
WORK PUONE
HOME PHONE
FAX"
(360) 385-0890
If an aoeot Is octlno for tho applicant durfno the permit procoss, comploto #2.
2. AUTHORIZED AGENT
(360) 385-3408
DAVID WARD
MAILING ADDRESS
P,O, BOX 238 QUILCENE WA, 98376
WORK PHONE
HOME P"ONE
FAX'
(360) 765-3699
785-3667
3, RELATlONSlilP OF APPLICANT TO PROPERTY: DOWNER 0 PURCHASER 0 Lt:SSEE CJ OTHER:__
4, NAME, ADDRESS, AND PI10NIl NUMBER OF PROPERTY OWNER(5), IF OTHER WAN APPLICANT:
6, LOCATION (SlREET ADaRr-SS, INClUDINO CITY, COUNTY ANOlIPCOOE, WIiERE PROPOStOACTlVITY 1::)(15T8 OR WILL OCCUR)
UPPER HOH ROAD - M,P, 11,83 TO M,P, 12,18, JEFFERSON COUNTY
WAltRROOY
TRIBUTARY OF
HOH RIVER
PACIFIC OCEAN
1/. SCCTlON TOWNSllIP RANG!:
GOVERNMENT lOT
mlOAWNI:: DESIGNATION
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S,E, 27N 10W
30
HOMESTEAD ENTRY
SURVEY NO,
121&122
ZONING DESIGNATION
RURAL
1 Ali PARCn NO .
OIlA ST~r;AM TYflli, If KNOWN
710030001 & 710301004
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6. DESCRIBE THE CURRENT USE OF THE PROPERTY, AND STRUCTURE;S EXISTING ON THE PROPERTY. IF ANY PORTION OF THE PROPOSED ACTIVITY IS ALREADY COMPLETED
ON THIS PRCPERTY, INDICATE MQNTHANQ YEAR OF COMPLETION,
Existing riprap river bank protection structure was completed in April 1996 per County project plans X01244, Upper
Hoh Road Reconstruction (HPA 00-562-92-06, April 25, 1196). Repair of riprap and addition of a rock barb structure
were accomplished in October of 1997 (HPA 00C8824-01, September 29, 1997). Location is M,P. 11,83 to M.P. 12,18
(Approx, RM 30).
All permits are still in affect to maintain this existing structure except the shore line permit.
IS THE PROPERTY AGRICUl rURAL LAND? 0 YES t:J NO
ARE YOU A USDA PROGRAM PARTICIPANT? 0 YES t>) NO
1a. DESCRIBE THE PROPOSED WORK: COMPLETE PLAr~s AND SPECIFICATIONS SHOULD aE PROVIDED FOR ALL WORK WATERWARO OF THE ORDINARY HIGH WATER MARK OR
LINE INCLUDING TYPES OF EaUIPMENT TO BE lISED. IF APPl YINO FOR A SHQRELINF. PERMIT, DESCRIBE MJ. WORK WITHIN AND BEVOND 200 FEET OF THE ORDINARY HIGH
WATER MARK. ATTACH A SEPARATE StiEET IF ADDITIONAL SPACE IS NEEDED.
Proposed work activity Is IImltod to maintenance of an existing structure. Jefferson County Department of
Pubiic Works is requesting that all necessary permits be Issued to allow ordinary maintenance of the existing bank
protection structure over a period of the next 5 years, The County has an obiigation to maintain the bank protection
structure to prevent damage of road and adjacent private property. No additional structuros will be constructed.
Normal maintenance will consist of replacement of rock lost to high water flows, All work will be done in the dry above
the water iine,
7b.DE3CRIDE TilE PURPOllE OF THE PROPOSED WORK.
The work Is proposed to protect adjacent properties and the Upper Hoh Road from demage during high river flows, The
County has an obiigation to adJacent land owners and the pubiic to maintain this structure,
7e. DESCRmE TliE POTENTIAL IMPACTS TO CHARACTERISTIC USES OF TliE WATER BODY, THESE USES MAY INCLUDe FISrl AND AOUATIC LIFE, WATER QUALITY, WATER
SUPPLY, A[:CREA TION, anJ AESTHETICS, IDENTIFY PROPOSED ACTIONS TO AVOID, MINIMIZE, AND MITlOA re DETRIMENTAL IMPACTS. AND PROVIDE PROPER PROTECTION
Minor turbidity may occur to the water body during repair work, No additional Impact Is anticipated as activity is
restricted to maintenance of an existing structure.
PREPARATION OF DRAWINGS: seE APPENDIX ^. SAMPLE DRAWINGS AND CliECKLlST FOR COMPLETING THE DRAWINGS. ONS 1fT OF OR/O/NAL OR 0000 OUALlTV
R,p"OOUC/BLI DRAWlNO' MVIr 8E A TrACHfO, NOTE: APrllCANHI ARE ENCOURAGl:O TO SUBMIT PliOTOGRAPHS OF TIm PROJECT SITE, BUT THESE DO NOT SUBSTITUTE
rOR DRAWINGS. rHO CORP' OF ENO/NEERS AND COAsrOUARD REQUIRIl DRAWlNOS ON "'/1 )( fflNCH SHIIlT', LARGER DRAWlNO' MAYBe REQUIRED evorHE"
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8. WILL THE PROJECT BE CONSTRUCTED IN STAGES? DVES eNO
PROPOS'OSTARTlNGDAT', February 25, 2002
'STlMAT'D DURATION OF ACTIV'TY, Work will be completed when necessary due to damage, Will depend on extent of repair
necessary,
9. CHECK IF ANY STRUCTURES WILL BE PLACED:
13 WATERWARD OF THE ORDINARY HIGH WATER MARK OR LINE FOR FRESH OR TIDAL WATERS; AND/OR
o WATERWARD OF THE MEAN HIGH WATER LINE IN TIDAL WATERS
10. Will FILL MATERIAL (ROCK, FILL. BULKHEAD, PILINGS OR OTHER MATERIAl) BE PLACED:
C5J WATERWARD OF THE ORDINARY HIGH WATER MARK OR LINE FOR FRESH WATERS? IF YES, VOLUME (CUBIC YARDSI----1.--IACRES DEPENDENT OF
EXTENT OF REPAIR
tlECESSARV,
o WATl::RWARO OF TtlE MEAN HIGHER HIGH WATER FOR TrDAL WATERS? If YES, VOLUME (CUBIC YAROSl-L-(ACRESj
11. WILL MATERIAL BE PLACED IN WETLANDS? DYES ts]NO
tFYES:
A, IMPACTED AREA IN ACRES -
8, HAS A [}l:LINEATION BEEN COMPLETED'( IF YES, PLEASE SUBMIT WITH APPLICATION. DYES DNO
C. HAS A WETLAND REPORT BEEN PREPARED? II: YES. PLEASE SUBMIT WITH APPLICATION. DYES DNO
D. TYrE AND COMPOSIlIOf>l OF FILL MATERIAL (E.G., SAND, ETC.):_
E. MATERIAL SOURCr::_
F.lIST AI.L SOIL SERIES (TYPE OF SOIL) lOCATED AT THE PROJECT SITE, & INDICATE IF THEY ARE ON THE COUNTY'S LIST OF HYDRIC SOILS. SOILS INFORMATION CAN BE
OBTAINED FROM THE MTUAAL RESOURCES CONSERVATION SERVICE (NReS):
12. WILL PROPOSF.D ACTIVITY CAUSE FLOODING OR DRAINING OF WETLANDS? DYES c;) NO
IF YES, IMPACTED AREA IS _ ACRES
13. WilL EXCAVATION OR DREDGING BI: RECUIRED IN WATER OR WETLANDS? DYES [:lNO
IFYES:
A. VOLUME: __~_(CUBIC YAPDSYAREA _ (ACRES)
B. COMPOSIlION OF MATERIAL TO BE REMOVl;O: _
C. DISPOSAL SITE FOR EXCAVATED MATERIAL:_
D. METliOD OF DREDGING: __
14. LIST OTlil:R APflUCATIONS, APPROVALS, OR CERTlrICATlONS FROM OTI(ER FWCRAL, STAT I: Oil LOCAL MENCII:;:S FOR ANY STRUCTURIZS, CONSTRUCTION, DISCHARGES.
OR OlliER ACTIVITIES DESCRIllED IN THE APPLICATION (I.E., r"RCLIMINMW PLAT APr"ROVAL, IiEAl TH OISTRICT Ar"PROVAL, DUILDING PERMIT, SEPA REVIEW, FERC LICENSE,
FOREST PRACTlCI:S APPLICATION, ETC)ALSO INDICATE WHETHCR WORK liAS BEEN COMPLETED AND INDICATE All, EXISTING WORK ON DRAWINGS.
TYPE OF APPROVAL ISSUING AGENCV IDENTIFICATION NO. DATE OF APPLICATION DATE APPROVED COMPLETED?
EXEMPTION DO' FEB2Q,1006 VES
HYDRAULIC PERMIT I,PPROVAl W[}FW 00.682112,06 APRtl25,1RIHI YES
HVDRAUllC p[.r~MIT Ar"PROVAl WDrw 00.C882~.01 SEPT 20, 1&91 YES
HYDRAULIC Pf.RMIT Ar"rRovAl WDrw 00,011811.01 JUNE 2, 111110 NO
SIiORHtNr: FlCFMP1ION JEFfERSON COUNTY XMp.oe~005 FER. ,a, lv06 VES
SIiORElINE EXf:MPTlON JeFreRSON COUNTY XMr01000~4 AUQ.28, UII1 VES
SIIOREllNr: [XeMPTION JHrr.RSON COUNTY lCMr"OO.OOOl8 SEP.18,2000 yes
nEMPTlON & NATlONWIOl: r"lRMIT DEPARTMENT OF THf. ^,1MY (jfl.4-02052 NOV, Hi, 1911b yes
srPA l[A[) AGeNCV gel'A DtCISION SEPA DECISION OATE:
JEFFERSON COUNTY
1n HAS ANV AGENCV OENIED APPROVAL FOR THE ACTIVI1V OESCRIBED HEREIN OR FOR ANY ACTIVITY DIRECTLY REUlTEO TO TI~E ACTIVITY
DESCRiBEO I~EREIN? 0 YES C'l NO IF YES, .XPLAIN
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SECTION B - Use for Shoreline and Corps of Engineers permits QJ)Jy:
16 TOTAL COST OF PROJECT. THIS MEANS THE FAIR MARKET VALUE OF niE PROJECT, INCLUDING MATERIALS, LABOR. MACHINE RENTALS. ETC.
VARIES - COULD EXCEED 52500
1'. lOCAL GOVERNMENT WITH JURISDICTION
JEFFERSON COUNTY
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113 FOn: CORPS. COAST GUARD, AND DNR PERMITS. PROVIDE NAMES. ADDRESSES. AND TELEPHONE NUMBERS OF ADJOINING PROPERTY OWNERS. LESSEES. ETC. PLEASE
NOTE: SHORELINE MANAGEMENT COMPLIANCE MAY REQUIRE ADDITIO~lAL t~OTlCE.. CONSULT YOUR lOCAL GOVERNMENT
NAME
ADDRESS
PHONE NUMBER
(360)457.4653
MARILYN LEWIS
2693 oeER PARK RD, PORT ANGELES. WA, 963152
SECTION C . This secllon MUST be completed lor any permit covered by this appllcallon,
19 APPLICATION IS HEREBY MADE FOR A PERMIT OR PERMITS TO AUTHOR:ZE THE ACTIVITIES DESCRIBED HEREIN. I CERTIFY THAT I AM FAMILIAR WITH THE
INFORMATION CONTAINED IN THIS APPLICATION, AND THAT TOTHE BEST OF MY KNOWLEDGE AND BELIEF. SUCH INFORMATION IS TRUE. COMPLETE,AND
ACCURATE, I FURTHER CERTIFY THAT I POSSESS THE AUTHORITY TO UNDERTAKE THE PROPOSED ACTIVITIES. I HEREBY GRANT TO THE AGENCIES TO
WHICH THIS APPLlCA1'ION IS MADE, THE RIGHT TO EIHER THE ABOVE.DESCRIBED LOCATION TO INSPECT THE PROPOSED, IN.PROGRESS OR COMPLETED
WORK, I AGREE TO START WORK OtlLY AFTER ALL NECESSARY PERMITS HAVE BEEN RECEIVED,
SIGNATURE OF APPLrCAtH OR AUTHORIZED AGENT
DAVID WARD
DATE
FEB, 19,2002
I HERE!lV['l[;SIGN-"TF._________._
TO I\CT AS Mr AGENT IN ~'ATTEIlS r~ELATW TO HUS o\PPLlCATIOrl FOR PERIAITIS), I UNDERSTAND H1AT IF A FEDERAL PERMIT IS ISSUED, I MUST SIGN THE PERMIT.
SIGNA1U~EOF AI.I'lICANy---------- DATE
SIGNATURE or LANDOWNER (EXCEP1 rUlIl.lC [NTlTY LANDOWNI!r~S, E,O, DNR) DATE
TlilS APPLICAT!ON MUST ill:: SIGN[Q OY THE APPLICANT AND THE AGE:NT, IF AN AUTliOmZ[O AGENT IS DESIGNATCD
18 use 51001 prOVld061M!. Whoover, In any manner wllhln Ihe JUrlSdlcllon o! any depilrlmenl or agency of lhe UMed Slnhl! knowingly lalllfllll, conceals, or covorl up by Bny IlIek, SChemo, or
oevlce a matonal Ill,1 or m.l~ol any !alslI, IIChhouS, or lrauolllenl S1Al11mllnI5 or represontllllonl or ma~es or uses any fals/! wrltmg or documenl ~nowing same 10 conlaln any lal6b, llCllllQUI, or
flauduionlsl<llllmllntorenlty,$h<lll be Ilrlodnot mou.>lh<ln S10.000 or Imp nlonednolmoffllhan5yoarlorboth.
COMPLETED BY LOCAL OFFICIAL
y
A, Naturo of the oxlstlng shoreline, (Describe typo of shorollne, such as marino, stream, laka, lagoon, marsh, bog, swamp, flood
plain, f1oodway, della; type of boach, such as eccrotlon, oroslon, high bonk, low bank, or dlko; matorlal such as sand, gravel,
mud, clay, rock, rlprop; and oxtont end type of bulkheadlng, If eny:)
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B, In tho evontthat eny of the proposed buildings or slructuros will excood a halght of thlrty.Ove feet above tho avarego grade
lovel, Indlcete tho approxlmoto location of end numbar of rosldontlal units, existing and potanllal, that will hava an obstructod
vlow
C, If tho nppllcallon Involvos a condlllonnl use or varlanca, sot forth In full that portion of tha master program which provides that
the proposod usa may be n condlllonaluse, or, In tho coso of 0 varlanco, from which tho variance Is helng sought:
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((II flprclnl "cco/wlIod:JIIOIl n~ocls. pl(ltl'" conlllet 1M fl(lprOfllitllC /Ian/Icy from Appondi~ fl,
^flpllr.llhonl"lIl1n4n1.
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APPENDIX A:
GUIDANCE CHECKLIST FOR COMPLETION OF DRAWINGS
General Information. Three types of illustrations are needed to properly depict the proposed activity: Vicinity Map, Plan View, and
Cross-Sectional View. Drawings to scale should be prepared using clear printing, black ink, and the fewest number of sheets possible.
Include the scale. The importance of clear accurate drawings cannot be overstated. At a minimum, drawings must contain the
following information: other information may be required depending on project type. If you have questions regarding completing the
drawings, call the appropriate agency.
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1.liicinilv Map. A copy of a county or city road map, or a U.S. Geological Survey topographic map may be used. Include:
()
()
()
()
()
a.
b.
c.
d.
e.
North arrow.
Name of waterbody (and river mile if appropriate).
Location of the proposed activity (indicate with a circle, arrow, X, or similar symbol).
Provide latitude and longitude of the site to the nearest second.
Provide directions to the site.
2. pjpn View. This drawing illustrates the proposed project area as if you were looking down at the site from overhead.
() a.
() b.
() c.
() d.
() e.
() f.
() g.
() h.
()
() j.
() k.
() I,
() m,
() n.
North arrow.
Name of waterbody and direction of water flow.
Location of existing shoreline.
Iidal Waterl!: Show the Ordinary High, Mean High, Mean Low, Mean Higher High, and Mean Lower Low Water
Marlls or Lines, and/or wetland boundaries. Indicate elevation above datum.
!:jon-ti<JBLv@ters: Show the Ordinary High Water Mark or Line, Meander Line, and/or wetland boundary.
Dimensions of the activity or structure and Impervious surfaces, distance from property lines, and the distance It
extends Into the waterbody beyond the Ordinary High, Mean High, Mean Higher High, and Mean Low Water Mark or
Line, and/or wetland houndarles, as appreprlate.
For Cerps permits, indicate the distance to Federal projects and/or navigation channels (Ir applicable). To ascertain,
call the Corps RegUlatory Branch Office at (206) 764-3495.
Show existing structures on subject and adjoining prepertles.
Indicate adjoining preperty ewnership.
If fill material Is te be placed, Identify the type of material, amount ef material (cubic yards), and area to be filled
(acres).
If projecllnvolves dredging, Identify the Iype of malerlal, amounl of malerlal (cubic yerds), area 10 be dredged,
method of dredging, and location of disposal site, Dredging In areas shallower lhan -10 feel needs 10 be cleariy
Identllled on drawings.
Identify any part ef Ihe activity thai has been compleled,
Indicate types and location of aquatic, wetland, and riparian vegetation.
Erosion control measures, stabilization or dlslurbed areas, elc.
UlIIitles, Inclu~lng water, sanitary sewer, power and stormwater cenveyance systems (e,g" bleswales).
Indicate stormwater discharge points,
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a,
Location of walor lines,
IJ!!~.lW.!ller~: Show Ihe Ordinary High, Mean High, Mean Higher High, and Meaa Lower Low Water Merks or Lines,
and/or wetland boundary,
!:jlln:lklalWJllqr~: Show Ihe Ordinary High Wator Merk or Line, and/or wolland boundary,
Water depth or tidal elevation al waterward face of proJecl.
Dimensions or the actlvlly or slructure, and the distance II exlends Inlo the walerbedy beyond Ihe Ordinary High, Ihe
Mean High, Ihe Mean Higher High and Mean Low Water Mark or Line, and/or wetland bounderles,
Indicate dredge andlor fill grades as appropriate,
Indicate existing and proposed contours and olevatlons.
Indicate Iypas and location of aquatic, watland, and riparian vegetation presenl on site,
Indicate Iype and location of meteriel usad In construction end method of construction,
Indicate height ef structure.
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b,
c,
d.
e,
f.
g,
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4, C!onrancoand.~loYalloM. Applies to Coast Guard Bridge Pormlts only.
()
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a.
b,
c,
Vortlcal clemence measurod from Mean Higher (tidal walers) or Ordinary High (non. tidal waler).
Horlzonlal clomance bolwoon plors or pilings.
Bottom eluvatlon of tho waterway 01 the bridge,
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APPENDIX B:
AGENCY CONTACTS
Belew Is a Iisl of agencies 10 which a copy of the Joint Appllcalion may be sent, and which permit each agency Issues. Technical
assislance and Informatien Is also available from these efflces.
Deoartment of the Armv Permil (Section 404 er Section 10)
U.S. Army Cerps of Engineers,
Seattla Dlslrlct
Regulalory Branch
Post Office Bex 3755
Seattle, WA 98124-2255
Telephone (206) 764.3495
FAX (206) 764.6602
U.S. Army Corps of Engineers
Eastern Washinglon Information
Telephone (509) 238-4570
FAX (509) 238.4570
Telephone (509) 682.7010
FAX (509) 682.7710
U.S. Army Corps of Engineers
Central Washlnoton Information
Q.e'p'artm~n!.Q!1:coloov Perj)'lJ!~ (401 and Approval to Exceed Water Quality Standards)
Washington Slate Department ef Ecology
300 Desmond Drive
Post Office Box 47600
Olympia, WA 96504-7600
Telephone (360) 407-7037
FAX (360) 407-6904
Telephone (509) 575-2490
FAX (509) 575-2809
Telephone (509) 456.2928
FAX (509)458-6175
Telephone (208) 649.7000
FAX (208) 640.7008
Telephene (380) 407.6300
FAX (360) 407.6305
P.OI'PI.\mQ.nL9LE1~h..Q!Ld..'MklJllil (Hydrauilc Project Approval) . Submit all HPA appilcatlons to Haadquarters. Cenlacl regional offices
fer questions or asslslance.
Conlral Reolen
Eaelern Reolon
Northwest Region
Southwest Region
HoodqunrtoTl
Washinglon Slate Departmenl of Fish end Wildilfo
000 Copltol Way North
Olympia, Washlnoten 08501-1001
Telephene (380) 902.2534
TDD (360) 002.2207
FAX (360) 002.2946
Roglon 1 (Pend Oreille, Ferry, Stevens, Spokane, Lincoln, Whilman, Columbia, Garfield, Asotin, and Waila Walla Ceuntles)
Woshlnglon Slole Departmenl of Fish and Wildlife
Regien 1
0702 North Division Street
Spokono, WA 90218.1190
Rnglen 2 (Okanogan, Douglas, Grnnl, Adams, end Franklin Counties)
Washing Ion Slale Departmenl of Fish and Wildlife
Region 2
1 r,50 Aldor Slreel NW
Ephrnta, WA 08823.0652
Telephone (500) 458.4082
FAX (509) 458-4071
Telephono (500) 754.462d
FAX (509) 754.5257
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Region 3 (Chelan, Kittitas, Yakima, and Benten Counties)
Washinglon Slale Departmenl ef Fish and Wildlife
Region 3
1701 South 241h Avenue
Yakima, WA 98902.5720
Telephone (509) 575-2740
FAX (509) 575-2474
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Region 4 (Whalcom, Skagll, Snohomlsh, King, Pierce, Island, and Sen Juan Counties)
Washington State Departmenl ef Fish and Wildlife
Reglen 4
16019 Mill Creek Beulevard
Mill Creek, WA 98012-1296
Telephone (206) 775-311
FAX (206) 336-1066
Region 5 (Lewis, Wahklakum, Cewlltz, SIramanla, Clark, and Kllckllal Counties)
Washington Slale Department of Fish and Wildlife
Region 5
5404 NE Hazel Dell Ave.
Vancouver, WA 98663-1299
Region 6 (Pacific, Thurslon, Grays Harber, Mason, Jefferson, Clallam, and Kllsap CounUas)
Telephone (306) 696-6211
FAX (360) 690-7238
Washlnglon State Department ef Fish and Wildlife
Region 6
48 Devonshire Read
Monteseno, WA 96563-9618
bQ!;~LG.Q.Y.~m!1lQO! (Shoreline Mallagemenl Acl Approvel)
Appropriate Clly or Counly Planning, Building, or Cemmunlly Develepmenl Department
Telephone (360) 249-6522
FAX (360) 664.0689
N&Ul1'11.B.~JlJlrcesj:;9JJsllIYJlI19n.S.l!r\'ICQjt'ol..BQll), formerly Sell Conservation Service (SCS) for Infermatlon regarding activities on
Agricultural land)
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NRCS
Sulle 450
Rock Polnl Tower Two
West 310 Beone Avenue
Spokane, WA 99201-2346
CQo$I.Guard (Section g Brldgo Pormll)
Cemmander 13th Coast Oumd District (OAN)
915 Second Avenuo
Seattle, WA 96174.1007
Attn: Austtn Prall
Telephone (509) 353.2335
Tolephone (208) 220-7262
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DOPorlmoI1LQLNt'\vmLRoiourcQ$ Aquotic Resources regarding outherlzatlon 10 use bed lands, tidelands, or shore'ands of navigable
waters,
to
Central Reglen
Nerthwesl Roglon
Southwost Region
Seulh Puget Seund Reglen
Northeosl Roglen
Soulheosl Roglon
Olympic Region
HOAdquarters
Telephone (360) 748.2363
Telephone (360) 856.3500
Tolephone (360) 577-2025
Telephone (360) 625-1631
Telophone (590) 925.6510
Telephone (509) 925.6510
Telephon6 (360) 374.6131
Telephone (360) 902-1100
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JOINT AQUATIC RESOURCE PERMITS APPLICATION (JARPA)
INSTRUCTlONS-
This Joint Applicatien can be used 10 apply ror Hydraulic Preject Approvals, Sherellne Management Permits, Approvals fer
Exceedance of Waler Quality Standards, Waler Quallly Certifications, Ceast Guard Bridge Permits, Department of Natural Resources
Use Authorization, and Army Corps of Engineers Permits. Vou must submit readable copies of the completed application
form together with detailed drawings, prepared In accordance with the drawing guidance In Appendix A to the
appropriate agencies. Vou do not need to send tha example drawings, the Instructions, or the Appendices. Remember,
dapending on the type ef project you ere proposln9, other permits may be required that are not coverad by Ihis application.
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Use Ihe following checklisllo delermlne which parmits 10 apply fOl'. Your project may require some or all of Ihese permils. If you
have lrouble deciding which permits you need, please centact Ihe appropriate agency for questions. Agency telephene numbers
are in Appendix B. IF YOU CHECI< ANY BOX UNDER A PERMIT TITLE, THEN YOU MUST APPLY FOR THAT PERMIT.
Complele Sectlens A & C for any of Ihe permits listed belew. Also complete Section B for Shoreline and Army Cerps ef Engineers
permits. Detailed drawings are required fer any of these permits (see Appandix A for drawing requlremenls).
+ !:!Y.!!raullc Project Am1rfl.Y.m from Ihe Departmant of Fish and Wildlife under 75.20 RCW Is required If your project Includes
censtructlon or ether work, Ihat:
lEI will use, divert, obstrucl, or change Ihe nalural flew or bed of any fresh or salt waler of the slale. This Includes all
censlrucUon or other werk walerward and over lhe ordinary high waler line, Including dry channels, and may Include projects
landward of Ihe ordinary high water line (e.g.. acUviUes oulslde the ordinary high water line that will dlrecUy Impacl fish life and
habltet, failing lrees Inlo streams or lakes, etc.),
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+ !1!l~r9.!m~SJ!~~antlal OJl.J!!!!!!J!mel1!. Conditional Use. Variance Permit, or ExemDllon from Local Government (under lhe
Shorollno Managemenl Acl, 90,58 RCW;) required fer work or activity In the 100.year floodplain, or wllhln 200 feet of the erdlnary
high water mark of certain waters; and which Includes anyone of Ihe following:
IJ dumping; IJ drilling; IJ dredging; lEI filling; IJ placemenl er alteration of slruclures (whalher lemperary or permanenl); or
IJ OIlY octlvlty which substanUally Inlerferes with normal public use of the walers ooardless ef cosl,
+ Eloodp!aln..M.a_l1aga.!!!!l.Olf!ermlts andlor Critical Areas Ordinances review by Lecal Gevernmenl for:
00 werk In rrequenUy flooded areas, geelogically unslable areas, wildlife hebllals, aquifer recharge araas, and weUands.
. 90cUo"..40tWalaLQ~l!!lJy_c;,ertlfl~tlon frem tho Departmenl of Ecology under 33 USC ~ 1341 Is needed when a fedaral
npprovolls required for a projecl, Including the rollewlng:
,.
IX1 Corps of Englneors NeUonwide Permlt..Send to Ecology's Envlronmenlal Review SecUen;
IJ FI'I1C hydropower Ilcense..AlIach FERC exhibit E and send to Ecology's Waler Resources Program; and
IJ A Corps of Engineers Individual permll..Send enly to Corps of Engineers; lhe Corps will noUfy Ecology.
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. Apllroval.lo_AIJo.w.IempClLa!y_I;!!!l.!l.9_d_l!M.a of WaleLQ!l.!!!ly Slandards from the Department ef Ecology, under 90.48
RCW, Ir yeur projoct resulls In:
IJ nlemporory exceedence of weier quallly criteria eslebllshed by WAC 173.201 A for In waler werk (e,g., changes In lurbldlly
from sedlmenl dlslurbances and pH changes rrom cencrete curing) .. send 10 Ecology's reglenal eJnce, NOTE: Appllcetlon of
nquol1c herhlcldes ond pesUcldos oro covered by a separate appllcaUon).
IJ Is on, cr08S0S, or Impacls Iho bedlands, Ildelands or shore lands ef a navigable weter.
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rOlm'.IAJl.r.6f.oVlltl~OllIIt12'IOe
trl'tNCIIOfIP'Dll af1
\;It.~l; .i,~'~:.:)',I;'~'~"'tI':p(~'l/",lf",:'(~v."I,..' j~d~'~' \1(":' ~"'!'l"'/ ~t',~~\. j..,.....t:, ./I'I.,lii t.' .;.,' (,I~J""'j~"t,": I) i \'~I"'/,I\I. . '~"I\\'l";\ ~",\jf ~
',j">" ",il :<,.f~ Ii' :<:.,',. t lWI,:' < ~ ,~,r\/. ,\I'~,l ~,' ".1,'1('\ ,> r \ ,:,~, I: "./I;,.,'~; ,~ i' //' "1 "'.;' }.~: ,\l\'~,i ~,\ ~ n~,',I\; .il, : ;.: :i; ":1'\, ~.\~ '~', ':,"1' l>il;'::'.;~~\~' If /,1,'\'1'.:';...'-' ,r, 'J,); ','~,f.t.~ I':' ,~'" ~;~^l~ ~"~\,~" ~,': ,l~\".i"I~ II;' (! \I.;:"~ ,.: r"
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. SecUon 404 Permil frem Ihe Corps of Engineer under 33 USC ~ 1344 Is required If your preJact Includes:
o discharge or excavation of dredged or fill malerlal waterward of the ordinary high waler mark, or the mean higher high tide line
in tidal areas, In waters of lhe Unlled States, Including weUands;
o mechanized land clearing In waters of the United Slales, including wetlands.
. SecUon 10 Permit frem the Corps of En9ineer is required for:
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o any work in or affecting navioable wat~ of the United Stales (e.g" floats, piers, docks, dredging, plies, buoys, overhead power
lines, etc.).
. SecUo.!1.ll.!lrmlt from the Ceasl Guard Is required for:
o construction of a new bridge or modification to an existing bridge over a navigable walerway.
USEFUL DEFINITIONS
TI.e following dentllllons are presented to help applicants In completing the JARPA. They may not necessarily represent speclnc
languago from the laws Implemented through JARPA.
_O.rcJlnl'lY }fJgtJ_Wpl~l. Mal!!. Qr..1..LI1fJ. masnn the visIble line on the banks where tho presence and action of waters are so common as to leave a
mark upon tho soli or vogetat/on: Provided, that in any area where the ordinary hIgh water line cannot be found the ordinary high wator line
adjoining saltwater shall be tI.ellno of mean higher high water and the ordinary hIgh water line adjoIning freshwater shall be the elevation of
the mean annul' flood.
Mea/l_Lov&LL.o!l'ls the 0,0 tlda: olevDtlon, determIned by al'eraglng each day'a lowest tide at a particular location over a perIod of 19 years,
It Is the tldDI dstum for vertl"el tidal roferences In tho san water area,
~~n High Water and Me..illlHJgh!lIl::lloh Waler Tidal Elevatlens al any specific location can be found In tidal benchmark data
compiled by the Uniled Stales Department of Commerce, Environmental Science Spr:ie.. Mmlnlstratlon, Coast and Geedetlc Survey,
dated January 24,1079. This Information can be obtained from the Corps of Engineers at (206) Iti4.3495.
The delermlnatlen of tidal elevatlen Is obtained by averaging each day's highest tide al a pertlcular lecatlon over a period ef 19 years,
measured !rem mean lewer lew waler, which equals 0.0 tidal elevalien,
s.hQra.\i!.n9.S er shoreland areas means those lands extending lan,1werd fer \we hundred reetln all directions as measured on a
horizontal plane from Ihe ordinary high waler mark: f10edways and ~entlguous floodplain areas landw~rd \we hundmd feci from such
f1oodways: and ell wetlands and river dellas associated with Ihe streanl~, !~~~:, p~d liJ.; waler: which are subject te Ihe provisions of
90.56 RCW.
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Sl19LQI!OQs means ell waler ereas of the stale, Including reservoirs, and their assoclaled wetlands, togelher with the lends underlying
them, excepl stream segmenls upstreem of the point where meen annual flew Is less than 20 cubic feel per second, an,j lakes less
than 20 acres In size.
.r
W.ollag(js meens areas that ere Inundaled or satureted by surface waler or ground waler 01 a frequency end duration sUffll'lenllo
support, and thai under normal circumstances do suppert, a prevalence of vegelatlen typically adapted for life In saturaled soli
conditions, Wetlands generelly Include swamps, marshes, bogs, and similar areaS.
to
Brj(jga meons any slruclure Including plpellnos And conveyor belts, which transports lrafflc or materiels ecross a navigable weter,
AqunllcJidolnnds means the Areo belween the ordinery high tide line and extreme low tide line, unloss otherwise eslabllshed.
Aquatic SI1Q[olflnd~ mOAns lho shere Areas of non.tldal navigable lekes or rlvors belween Ihe ordinAry high water line and Ihe line of
nAvigAbility unless otherwise estebllshed.
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AquMlc.Podlands means the area waterword of and below Ihe line of navigability on non.tldal rivers end lekes, or below Ihe exlreme
low tide nJArk In nAvlgoble tidal walOls, er below the outer harbor line where a harbor has been crealed,
Inlltuctlonf'l.g.;:oI2
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April 29, 2002
JEFFERSON COUNTY
DEPARTMENT OF PUBLIC WORKS
P. O. Box 2070
1322 Washington Sl.
Port Townsend, WA 98368
(360) 385-9160
Frank Gifford, Public Works Director
Robert G. Turpin, P.E., County Engineer
Alto: Susan Glenn, Project Manager
Department of the Army
Seattle District, Corps of Engineers
Application Review Section
P.O. Box 3755
Seattle, W A 98124-3755
Re: Reference: 2002-4-00256
Application for Corp Permit for the Upper Hoh Rd, MP 12 Revetment Repair
Exemption No. 33CFR32034A2
Dcar Ms. Glenn:
Pel' Ollr phone conversation today (Monday, April 29, 2002) Jefferson County Department of
Public Works is requesting a one (I) year maintenance exemption.
All of lhe repair work will remain within the original foot-print of the existing revetment and we
will only be perfonning maintenance functions within the same character. scope and size as
originally constructed and pennitted,
Enclosed, as you requested, is the sitc map, plans and a vicinity map. If you havc any olher
requirements, fcel frec to contact me at (360) 765-3699, Thank you for your assislanec.
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Sincerely,
~t:~
Dave Ward
Foreman, Quilcene Shop
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Ce: Fronk Gifferd, Puhlie Works Director
Robert G, Turpin, 1',1:" County Engineer
Aubrey Palmer, Operations Manager
Shelly Solomen, Environmental Sp-.ciallsl
Auaeh: Site Map
Plans
Vicinity Map
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File: Upper Hoh Rd, Co. Rd, No, 914207,'
O:/GrnllI'ISlIppml/JncklelllaveICo'l,I'enniI4.1.9.02,dllC
100% Roeyclod PApor
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MODIFIED
VARIES O' TO :30':1; VARIES 28' TO J2'
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: E':OSTlNG FENCE,
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JEFFERSON COUNTY
DEPARTMENT OF PUBLIC WORKS
P.O. Box 2070
1322 Washington 81.
Pori Townsend, WA 9B36B
(360) 365-9160
Frank Gilford, Public Works Director
Robert G. Turpin, P.E., County Engineer
Fax Cover Sheet
DATE: June 6. 2002
COMPANY:
Corps of Engineers
Fax Number:
1-206-764-6602
TO:
Susan Glenn
Phone Number:
FROM:
Jackie Meister for
Dave Ward
Public Works Dept.
Fax Number: 360-385-9172
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Phone Number: 360-385-9387
RE: Copy of leller dated 4/29/02
Total number of pages Including cover sheet: 2
Wc IIrc transmitting from fax # (360) 385-9172.
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MESSAGE
Attached Is a copy of a letter from Dave Ward mailed on 4/29/02. Davc requested I
fax this to you Immediately. Please contact Dave at 360-765-3699 to connrm receipt
of this fax. Apparenlly Dave has experienced mall not getting to you In a timely
manner. Is there a direct malllng address you could offer him?
to
Thank you very much.
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.Jackle Meister
For Dave Ward
100% Rocyclod PHilO(
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JEFFERSON COUNTY
DEPARTMENT OF PUBLIC WORKS
P.O. Box 2070
1322 Washington 51.
Port Townsend, WA 98368
(360) 385-9160
April 29, 2002
Frank Gifford, Public Works Director
Robert G. Turpin, P.E., County engineer
Atm: Susan GIeM, Project Manager
Department of the Anny
Seattle District, Corps of Engineers
Application Review Section
P.O. Box 3755
Seattle, WA 98124-3755
Re: Reference: 2002-4-00256
Application for Corp Permit for the Upper Hoh Rd. MP 12 Revetment Repair
Exemption No, 33CFR32034A2
Dear Ms. Glenn:
Per our phone conversation today (Monday, April 29, 2002) Jefferson County Department of
Public Works is requesting a one (I) year maintenance exemption.
~
,
i
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i
All of the repair work will remain within the original foot-print of the existing revetnient nnd we
will only be performing maintenance functions within the same character, scope and size as
originally eonslnlcted and permitted,
Enclosed, as you requested, is Ihe site map, plans and a vicinity map. If you have any other
requirements, feel free to contact me at (360) 765-3699. Thank youfor your assistance.
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Sincerely,
t]{f:~
Dave Ward
Foremnn, Quilcene Shop
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c.,: Frank Gifferd, Public Works Director
Robert G. Turpin, P,E" County Engineer
Aubrey Palmer, Operatiens Manager
Shelly Solomen, Envirenmenlal Specialist
Attach: Sile Map
Plans
Vicillity Map
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I'll.: Upp.r Hoh Rd, Cll, Ild. No, 914207
O,lGrouPISupponiJacki.JD,v.ICorp J>enmI4,Z9.02,doc
1000'0 RocYClod 1',1PO'
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TIME 06/06/2002 11: 17
NAME
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06/06 11:17
912067646602
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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 !3llford, Public Works DIrE/clor
Robert!3. Turpin, P.E" County Engineer
Fax Cover Sheet
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DATE: .Tunc 6, 2002
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COMPANY:
Corps of Ellglneers
Fill Number:
1-206-764-6602
TO:
Susan Gleuu
Phone Number:
FROM:
Jackie Meister for
Dave Ward
Publle Works Dept.
Fax Number: 3611-385.91 n
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Phone Nnmber: 366-385-9387
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RE: COpy of letter dated 4/29/02
101111 number of pllgeslncludlnll cover .heet: 2
We Arc traosmltthlR from fAlII (360) 385.9172.
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JEFFERSaoI ~TY FILE 9/ </ 2-6 7
DEPAR'TIoENT OF PUBL I C WORKS
REQlI':STED BY~ t-bJ bA~N REQUEST! DATE. I~JII()/;),
ADDRESS. [ {'(frh AUr0n,h r<-e,CjJ(t ~E NO.~ ~~rf)-37L/-I()!(El7
ALT. PH. NO.'
NAT<.IlE OF REQUEST. ~ ":.~O BY ~E 0 BY LETTER TAKEN BY- jfrJ/'( full (
PERTAINING 1l). DOFFICE [3"'"ENG/SURVEY DROAD MAINT, o EQUIP. MAINT, o SOLID WASTE
REQUEST FOR. '--C~0~("Y"VY-' -h ( V')('l 0 lS ;~/1n
LOCATlCN. ROAD NAl>ELI \'f'Ldkh ad RO NLMlER (j/Ij;~{Y7 MP.
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JEFFERSON COUNTY DEPARTMENT OF PUBLIC WORKS
TRAFFIC SIGNING PLAN
ROAD NAME:
UPPER HOH RD
ROAD NUMBER:
914207
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AT MP 11.87
UPPER HOH RD ~ <._ '''''''00",''
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SIGN DESCRIPTION
SEQ,# POS,# M.P DESCRIPTION SIZE MUTCD # COLOR SIDE DIR,
01 1 6.330 WiNDING ROAD LEFT 30" X 30" W1.5L BIY RT WEST
02 2 6.330 NEXT 6 Mil ES 24"X 18" W7.3A BIY RT WEST
01 1 11,870 WINDING ROAD LEFT 30" X 30" W1.5R SlY LT EAST
02 2 11,870 NEXT 6 MILES 24"X 18" W7.3A SlY LT EAST
COMMENTS: ADJUST IN FIELD
PREPARED:
DATE:
APPROVED:
DATE: 7/19/01
SIGNED: ,<JJd ~
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JEFFERSON COUNTY
DEPARTMENT OF PUBLIC WORKS
P.O. Box 2070
1322 Washlnglon St.
Port Townsend, WA 98368
(360) 385-9160
Frank Gilford, Public Works Direc/pr
Robert G. Turpin, P.E., County Engineer
MEMORANDUM
DATE: September 13,2001
TO: Memo to the File
FROM: Aubrey Palmer A~
SUBJECT: Discussion with WSDFW regarding request for Culvert rehabilitalion, Upper Hoh
Rd, Co, Rd. No. 914207, M.P. 3.338 (slip lining) and M.P. 8.301, (concrete grout)
Bob Turpin, P.E., County Engineer and myself met with WSDFW representatives, Den Dufoe
and Bob Burkle at the WSDFW Port Angeles office on Sept. 13,2001, al1:00 P.M" regarding
maintenance proposal to pave the bollom of an existing culvert with concrete, located at M,p.
8.301, Upper I'[oh Road. The existing culvert situation was explained in which the culvert
bottom has deteriorated 10 un extentlhatthe culvert may fail withoul repair, The repair proposed
by us to WSDFW is to pave the bottom wilh concrete to allow enough time to hold the culvert
function until funding is available to repluce it,
...
Our propusal WtlS not rcceived favorably. Bob Burkle explained thaI WSDFW is currently
involved in a ESA litigution maller, together with WSDOT, und he has been directed to not
upprove I-IpA's Ihm involves repairing un existing fish pussuge bamer Ihat should be repluced,
However, Bob Burkle did state thul he would grant HPA upprovul of planned repairs for Ihe
hottom paving, if a stable funding source is commilted to replucing the culvert in one yeur,
Jefferson Counly could not commit to this,
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Discussion then turned 10 luck of County funding avuilability, grunts, WSDFW priorily indcx
1'lIting system, wicrs, and uther funding sources, such as mitigation monies or possible
participation by the NutionulPurk Service for use of Ihe roud as a park dcstinution route.
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Discussion was also hcld rcgarding anothcr Jcff, Co, requcst for I-1PA, which involvcs slip lining
an cxisting culverl crossing at M,p, 3,:'38, Upper Hoh Rd, WSDFW pUl1ieipunts wcre informcd
that due to timing of projecland necessary contingency development, pCn11it uppliculion is bcing
submittcd now for wOI'k to be accomplish cd on this In ycur 2002, WSDFW discussed strcum
classification hricny and stulcd thalu pcnnit would be issued for Ihis work,
Boh und [ thunked thcm for thcir limc and took our Icave atupproximutely 2:30 P.M.
\\Pllhwmb\hfl"ll'\pllhli~'WIJl~~\IlUh\MISC\Ml:rnll In lile WSDFW ml~, "rp~'r !loll Htl/lll, M,p, :U~M &. RJOI Cu!v, Rd13h Infnr In Unn
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Aubrey Palmer
From:
Sent:
To:
Cc:
Subject:
Aubrey Palmer
Monday, Seplember 17, 2001 9:12 AM
Bob Turpin; Frank Gifford
Mel Fraker
Upper Hoh Rd., M.P. 8.301, Culvert Rehab
Frank,
Per your request, the phone number and address Is given below for Bob Burkle, WSDFW, Dan Dufoe's supervisor which
works oul of Ihe Monlesano office.
Bob Burkle
Washington Slale Department of Fish and Wildlife
48 Devonshire Road
Monlesano, W A 98563
Direcl phone line to his office In Monlesano: 360-249.1217
Monlesano WSDFW office and his exlenslon: 360-249-4628, x217
Aubrey
TrackIng:
Recipient
Bob Turpin
Frenk Gifford
Mel Freker
Read
Read: 9117101 9:15 AM
Read: 91171019:13 AM
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Sent:
To:
Subject:
Aubrey Palmar
Monday, Saplember 17, 2001 8:51 AM
Mel Fraker
Upper Hoh Rd., M.P. 8.301, culvert paving rehabllllation
Mel,
Could you please fill out an HPA application for above referenced culvert crossing for rehabilitation wilh concrete paving of
Ihe deteriorated bollom and forward to Bob Turpin.
Thank you
Aub
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JEFFERSON COUNTY
DEPARTMENT OF PUBLIC WORKS
P.O. Box 2070
1322 Washinglon 81.
Port Townsend, WA 9B368
(360) 3B5-9160
Mr. Dan Dufoe
Wash. Stat~ Dept. of Fish and Wildlife
332 East 5 Street
Port Angeles, W A 98362
Frank Gifford, Public Works Director
Robert G. Turpin, P.Eo, County Engineer
Re: Proposed Culvert rehabilitation, Upper Hoh Rd, Co. Rd. No. 914207, M.P. 3.338 (slip lining) and
M.P. 8.301. (concrete grout) I
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DearMr.~ 6f.(" .~~~ ~"!J {11(0
AltaehcJfs infonnation you requested on the recent pennit issued for Bee Mill Road. Co. Rd. No. 273408,
Spencer Creek Culvert Rehabilitation project, M,P. 0.60, for your use in consideration of pennitllng the
proposed Upper Hoh Road rehabilitation projects. The infonnation includes the following:
Correspondence Dave Ward to Jack Listfjeld
Correspondence Public Works to Community Development
Correspondence Community Development to Public Works
WSDFW Hydraulic Pennit
Photographs of Spencer Creek Project
Also included for your information is culvert data on the Upper Hoh Road, which includes the following:
Upper Hoh Road. M,P. 3.338:
Upper Hoh Road, M,P, 8.301:
Description of proposed work
Jeff, Co, Culvert inventory infonnation
Hydraulic calculations
Jeff, Co, Culvert inventory information
Photographs
The Public Works contact person within our department for M,P, 3,338 culvert slip lining project is Mr,
Thurston, whose phone number is 360-385-9210, Thank you for your request.
?~ G:
^ub~Zer
Oper~s Manager
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^ll.:l~'h: AI dClicribed llhove
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Description ofwork: (I)Remove and replace damaged section of pipe at inlet end. (2)
Pipe bursting to install a 24" outside diameter HDPE pipe slip liner within the entire
length of the existing pipe. (3) Grouting of the annular space with a cementatious
material. (4) Install flared end section at inlet end, and rip rap energy dissipator at outlet
end.
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Milepost
Sequencer
(Reference Information)
91420
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01
Road Name
Location
UPPER HOH RD
.192 mi W of WILLOUGHBY CREEK
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Last Inspection
Inspection Interval
Action Required:
Date Act#
08/29/2000
08/29/2000
08/29/2000
08/29/2000
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Comment
INLET BENT 50% RESTRICTED. BOTTOM OF
CULVERT IS RUSTED OUT, WATER IS RUNNING
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Activity History:
Date Act#
08/29/2000 542.5080
09/09/1997 542.6080
<Ctrl-N> to insert
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Rsn By
INVT MAIN
INVT WDFW
Activity
Inspection of bridge and culverts
Inventory
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USGS Regression Equations
Region 1
Equations:
Q2yr 9,61 x AO.93l X (P2)1.61
QlOyr 13.9 x A 0,925 X (P2) 1.68
02syr 16.1 x A 0.926 X (P2) 1.69
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Pag1l2.17
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Road Number
Milepost
Sequencer
(Reference Information)
91420
08.301
01
Road Name
Location
UPPER HOH RD
.329 mi NW of MAPLE CREEK RD
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Shape PIP PIPE ARCH
Material SPS STRUCT PLATE STEEL Conditions
Coating GAL GALVANIZING Channel: Culvert:
Span/Diameter 5.5 ft Scour 1 Barrel 1 ,I
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Length 40 ft Drift 7 Wingwall 6
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Inlet Side L Vegetation 6 Cover 6
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Water Depth .40 ft Opening 7 Shoulders 6
Depth of Cover 1.1 ft Alignment 7 Embankment 5
Skew 75 degrees Scour 7 Pavement 6
Slope 1.0 %
Drop 2.0 ft Pg 1/2
Last Inspection
Inspection Interval
Action Required:
Date Act#
09/07/2000
09/07/2000
09/07/2000
09/07/2000
mo
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Comment
BOTTOM OF CULVERT AT INLET IS RUSTED OUT
AND PEELED UP, APPRX. l' OF WATER IS
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Activity History:
Date Act#
09/07/2000 542,5080
09/09/1997 542.6080
<Ctrl-N> to insert
new line
Rsn By
INVT MAIN
INVT WDFW
Activity
Inspection of bridge and culverts
Inventory
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Subject:
Marie Bishop
Tuesday, September 11, 2001 4:05 PM
Bob Turpin; Aubrey Palmer
Bruce Laurie
SRFB funding
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Bruce asked me to galher information for you regarding culvert replacement projecl funds. Following Is background
information on the Salmon Recovery Funding Board's actions relative to funding for culvert replacemenls, during Ihe two
years I have been associ!lled wilh this lunder.
1. In 1997 or 1998, the Legislature eslabllshed \In independent Governor's Salmon Recovery Office (GSRO) to address
salmon recovery efforts in Washington stale. The GSRO had quile a bit of money 10 grant out, and initially made a
number of grants for culvert replacement. Administration was a bit loose in that grant applications were supposed to go
Ihrough the newly organized Lead Entity Groups, butlhat did not happen in all cases. PW deals with two Lead Entity
Groups: the Hood Canal Coordinating Council (HCCC)and Ihe North Olympic Peninsula Lead Entity Group (NOPLEG.)
2. In 1999, the GSRO was moved under the auspices of the Inleragency Committee for Outdoor Recreation (lAC) and
became the Salmon Recovery Funding Board. Administrallon was tightened up considerably, and Ihe Lead Entity Groups
were supposedly empowered with much more local conlrol of which projects were ranked and approved for funding. Wilh
respect to culvert replacemenl projecls, the big issue was Ihal counties had a "legal responsibility' to replace culverts, so
the mood became one of 'why should slate funds be spenl on projects that the counties were required 10 do anyway."
County agencies for the most part did not know how 10 respond, and Ihal attilude prevailed. Few culvert replacement
projecls were included In the ranked IIsls from the Lead Enlity Groups, Those that were included were later deleted by the
SRFB at the slate level, effectively removing all culvert replacement projects from competition (after the fact.) This caused
great dissention among project sponsors, Lead Entity Groups and the SRFB.
3. In 2000, SRFB agreed to abide for the most part with the ranked lists provided by the Lead Entity Groups, Culvert
replacement projecls were on the list of approved eligible element types. When the 'legal responsibility' Issue came up
again, county agencies did not deny that there was a lagal responsibility, but rather addressed the Issue from a time
standpoint. Counties agreed they had a legal responsibility, and stated Ihe issue was not that, but rather one of 'when" the
culverts would be replaced (which would not happen until counties had the money.) WDFW submitted several culvert
replacement projects In Jefferson County Ihrough the HCCC (Hood Canal Coordinating Council.) The proposed projecls
had high PI's (Ken Cook hasihad a whole file on PI's, how Ihey were determined and what the PI was for all culverts In
Jefferson Counly,) The mood at Ihe HCCC was stili anli-culvert replacement projects. HCCC had to Include Ihe WDFW
proposals on Ihelr list of ranked projecls since Ihe activity was eligible, but ranked them so low they slood no chance of
being funded, So Ihe whole Issue gol sidestepped.
4, In 2001, culvert replacement projecls are again an eligible element type, under "In Slream Passage' projecls, To my
knowledge, no projects were submitted, bul not necessarily because of any lingering Issue or senliment. We did not
submit any projects, primarily because we havo not slarted any activity yet on Ihe Linger Longer study (which was funded
last year) and It doesn't look good to ask for more money when we have unspent money on the table and no project
manager, (Ken and I developed a sequenced list of culvert projects and sponsors and funding scenarios, that was to be
Inlliated this year, Ihen Ken left. I have a copy for whenever we are ready to start again,) I think the Issue of culvert
replacements may have abated, but \Yo won'l know unlll we acutally submit a project. From the information I have, Ihe
appllcalion deadllno has passed for the North Olympic Peninsula Lead Entity Group (basically west county.) Pre-
appllcalions were due to the Hood Canal Coordinating Council (east county) on August 27, but It Appears the projoct
presonlatlons Are occurring at HCCC this week, with final SRFB appllcalions due loward the end of the month,
Hope Ihls shed9 some IIghl, Let me know If I can help further.
Marie
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JEFFERSON COUNTY
DEPARTMENT OF PUBLIC WORKS
P.O. Box 2070
1322 Washington 51.
Port Townsend, WA 9836B
(360) 385-9160
Gary A. Rowe, P.E., Public Works Director/County Engineer
MEMORANDUM
To: Frank Gifford, Engineering Services Manager
From:
. ~ c...
Ken Cook, Engineer II
tit
Marie Bishop, ProTech II
Subject:
.. Proposed Fish Passage Barrier Grant Activities
Date:
June 23, 2000
As we discussed in our m~eting on J~e 14th, attached is a chart outlining our proposed
..' application activities for the Salmon ~ecovery Funding (SRF) Board grant programs. The chart
cove.rs the next three grant cycles, and reflects our approach to funding the various projects, as .
well as significant comments about eac.h project. Also attached are draft letters from you to our
Public Works partners, informing them of our proposed activities and inviting comment.
Weare seeking your concurrence on the prioritization and funding approach, as outlined on the
attached chart If you concur, we would also ask that you sign the attached letters,
Th~, Frank, for your input and assistance. .
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Culvert Coyle Road M.P. 1.15
Replacemenl Status: Design complete, Biological Assessment completed ~1ll(Army Corps of Engineers permit in place.
Hydraulic Pennit Application pending ,. .
Proicct Estimate: Design and Construction - $404,700
Fundin~ Approach: Public Works applies for grant, ami Port Gamble S'Klallam Tribe provides match.
Comments: This is a relalively expensive project due to a deep fill. The project is upstream of two culvert
replacements completed last year in partnership with WDFW, Oil the East Fork onarboo Creek. At 26,81,
the PI value is mid-range. Addressing blocked culverts is the # I priority for Tarboo Creek on the Scqueneed
Habitat Project List.
Nylund Property Dike Setback
Status: Conccpt Level
PreliminarY. Proiect Estimate: $150,000 ,
Fundin~ Allnroach: Public Works applies for funding, depeuding on the required match level for this type of
project (unknown as of this date), and if a non-county source for matching funds can be idenlilicd before
early 2001 (the anticipated date of application). If.lun-county funds arc not available for match, thcu Public
Works will not apply.
Comments: Project includes a survey of the lower Little vuilccne River, a selbaek of the existing dike
(possibly to the road right of way), and design/construction ofa new lower river channel. This project i~
relalivcly complcx, due to environmental and constnlction windows, as well as permitting, cost, and potential
downstream imllacts.
Leland Creek Tributary
Stalus: Design 75% eomplele, Biological Assessment completed, Anny Corps of Engineer pennit is in place,
lIydraulic Permit Applkntion is pending. .
Proiect Estimate: Design and Construction- $326,600
E!!lliliJuu'umroaeh: Public Works applies for funding, using .the apllroxill1ntely $60,000 already expel1l1elj as
parlialmatch, Ifno additional county nmds are available for remainder of match (antieillRted at $20,000),
then Public Works will not apply until another source of match has been identilied.
~o.!!1!!1ents: This is a bridge Ilroject, with the bridge stntcture portions of the plans 10 he completed in.hollse,
At 14,52, the PI value is relatively low, Blocked culverts are Iisled as a priorily for Leland Creek onlhe
Seqnenced IInbitatProjeel List.
I>lsmal Creek, 1'1 value 14.18
S!l!!!I~: Design nearly complete; Biological Assessment completed; Anny Corps of Engineer Ilennit in place.
J2mig,cills.!iml!w: Construction - $228,800
E\!ll(~j)!t6flJlmllill: If the 1I0h Trihe won Is to flll1her this project during this grant cycle, the Tribe apl,lies for
fnnds alllll'rovides malch, I'nhlie Works writes a Letter of Su~port ond nssists inmanaglnllthe flroject.
_______..__ J;;.!2U.ll!lSll!l!: This is a Inrge culvert, with n low !ill hei~4)8, the PI vnllle is relatively low, ___
2
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JEFFERSON COUNTY
DEPARTMENT OF PUBLIC WORKS
P.O. Box 2070
1322 Washington Sl.
Port Townsend, WA 9836B
(360) 385.9160
Gary A Rowe, P.E., Public Works Director/County Engineer
June 28, 2000
Paul Sekulich, Habitat and Lands Services Program Manager
Washington Department ofFish & Wildlife
600 Capitol Way N.
Ol~pia, WA 98501-1091
Dear Paul:
Jefferson County Public Works is in the process of prioritizing our grant-funded fish passage
projects within the county, utilizing funds from the Salmon Recovery Funding (SRF) Board. As a
potential partner, we feel it is important to let you know of our planned application activities, and
invite your comment,
Attached is a prioritized list of projects, along with the anticipated grant cycle for each proposed
applicaiion over the next three funding cycles. . A number of factors were used in prioritizing
projects, including current staff workload, ability to meet match requirements, potential for
partnering, WDFW Priority Index Value and so forth, We feel the list is a fair representation of our
ability to perform the listed work as well as be competitive in the grant arena at both the Lead Entity
and State levels.
We want to ensure the WDFW is aware of our plans to improve fish passage, and that your
department has the opportunity to respond. We also seek your concurrence with our proposed
partnering efforts. The SRF Board will be issuing the Late 2000 Grant Cycle applications and
guidelines in the very near future, with applications likely due to the Lead Entity Group sometime
in August, Therefore, we would ask for your comment by July 15,2000.
,
Ken Cook is the designated Project Manager for the projects listed in the attachment, Please feel ,
free to contact him at 360-385-9380, or via email at kcook(ii)co,iefferson.wa.l1s. We look forward to
furthering our working relationship with the WDFW in salmon recovery and fish passage efforts in .
Jefferson County,
Sincerely,
Frank Q, Gifford
Engineering Services Manager
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JEFFERSON COUNTY
DEPARTMENT OF PUBLIC WORKS
P.O. Box 2070
1322 Washington SI.
Port Townsend, WA 9836B
(360) 385-9160
Gal}' A. Rowe, P.E" Public Works Director/County Engineer
June 28, 2000
Jill Silver
Hoh Tribe Natural Resources
2294 Lower Hoh Road
Forks, WA 98331
"
,
Dear Jill:
Jefferson County Public Works is in the process of prioritizing our grant-funded fish passage
projects within the county, utilizing funds from the Salmon Recovery Funding (SRF) Board. As
a potential partner, we feel it is important to let you !mow of our planned application activities,
and invite your comment.
Attached is a prioritized list of projects, along with the anticipated grant cycle for each proposed
application over the next three funding cycles. A number of factors were used in prioritizing
projectS; including current staff workload, ability to meet match requirements, potential for .
partnering, WDFW Priority Index Value and so forth. We feel the list is a fair representation of
our ability to perfonn the listed work as well as be competitive in the grant arena at both the
Lead Eritity and State levels.
l
o
We want to ensure the Hoh Tribe is aware of our plans to improve fish passage, and to ensure the
Tribe lias the opportunity to respond. The SRF Board will be issuing the Late 2000 Grant Cycle
applications and guidelines in the very near future, with applications likely due to the Lead
Ent!ty Group sometime in August. Therefore, we would ask for your comment by July 15, 2000.
Ken Cook is the designated Project Manager for the projects listed in the, attachment, Please feel
free to contact him at 360-385-9380, or via email atkcook@co.iefferson.wa.us. We look
forward to furthering our working relationship with the Hoh Tribe in salmon re~overy and fish
pllSsage efforts in Jefferson County,
r
Sincerely,
to
Frank Q, Gifford
Engineering Services Manager
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0 ~ 1lI.I'I:IIV I 00f! 0 ADMIN ASSISTANT - 0
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LOCATICN. ROAD NA/oE L.qn-tP("3SQ::,rL ROAD Nl.tolIlER ('~?'/507 M.P.
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PREPAI1E EST I MATK F'OR'
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FILE 931507
JEFFERSON COUNTY
DEPARTMENT OF PUBLIC IVORKS
ACTION REQUEST
Requested By - Sharon Wilsen Date- 5-30.2002
Address - 26214 SE 252nd Phene No. . 425-432-0305
Ravensdale, W A 98051 All. Phone Ne. -
Taken By - Celleen
Nature ef Request o In Persen [8J By Phene o By Letter
Pertaining te OOffice [8JEng! Survey ORoad Malnt. OEqulp. MaiO!. OSelid Waste
Request For Informatlen oe puttin~ a water pipe under a eeunty road
Leealion - Read Name Center Read Number C93 1597 M.P.
Preject- Preject Title Project Number
Deseriptien - Has properly on beth sides of Center Road and is interested in putting a well In on one side efthe property, she
understands she will ge through DCD fer well permit. Her question is ceuld she run a water pipe under the read to provide waler te
beth land parcels aod what weuld this require. Her preperty is near McInnis Read.
Attach Map er Skeleh
Refer Te Tenry Duff Respend By.
Response - -re.. 04 ~ ~ ~ 1.x ~ ~ CJ:vr... tt>>-- otJ::., FWOff-
a.k DJ.1) ~ l'ff' 6al c.ui.J-t.
Reviewed Ily . Date. i'~
Centacled Requester o Ie I'erson % Ily Phene o Ily Letter
Reeommendallon. Contacted y ~
Prepare Estimate I'or.
Route To . Inlllal Initial Initial
o Director - o Coastruelion Engineer - o Accounlant -
o Assistant Director - o Plaanlng Englaccr - -
o Iloa,' S\lI\crvlsor - o Admlalslrnllvc Asslslant -
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Washington State
Department of Transportation
Sid Morrison
Secretary of Transportation
Olympic Region Headquarters
5720 Capitol Boulevard, Tumwater
P.O. Box 47440
Olympia, WA 9S504.744e
(3601357-2600
Fax (360) 357.2601
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October 19,1999
rRECEIVED
Jefferson County
Department of Public Works
P.O. Box 2070
1322 Washington Street
Port Townsend, WA 98368
OCT 211999
JEFFERSON COUNTY
PUBLIC WORKS DEPT.
HRD-3036 SR 20
Eaglemount Slides
Detour Agreement
Attn.: Frank Gifford, P.E.
Public Works Director/County Engineer, Interim
Dear Sir:
Attached for use is an original and a copy of the above mentioned agreement for your
records.
If you have any questions please call me at (360) 357-2621,
Sincerely,
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Daniel Stillwell
Olympic Region
Local Programs Agreement Engineer
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XL-0812 700101
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THIS AGREEMENT, made and entered Inle Ihls J9::rH_____ __ day ef 9~ogC..t._____ ,J,\'l'l. ,between Ihe STATE OF
WASHINGTON, Departmenl ef TransportaUon, acUng by and Ihrough the Secretary ofTransportaUon, (hereinafter the "STATE') and
the above named organlzaUon, (hereinafter tha "LOCAL AGENCY").
WHEREAS, the STATE Is planning Ihe construcUon or Improvement of a secUen of slale highway as shewn above, and
WHEREAS, In Ihe conslrucUon of Ihe project It Is planned to use, fer the purpese naiad above, Ihose LOCAL AGENCY roads or
slreets described above and as further delalled In red on Ihe aUnched Exhibit "A", and
WHEREAS, Ills anUclpaled Ihat as a result ef Ihe use of these roads or streets, addlUonal maintenance expense may be
Incurred by Iha LOCAL AGENCY.
NOW THEREFORE, IT IS MUTUALLY AGREED AS FOLLOWS:
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The LOCAL AGENCY hereby agrees 10 the STATE'n use of lhe
roads or streets covered by Ihls AGREEMENT subJecllo Ihe
cendillons conlalned herein,
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II
Immedlalely prior to Ihe beginning of Ihe STATE's use of Ihe
above described roeds or streets, the parties 10 Ihls
AGREEMENT shall make a jolnl cendiUon Inspection and lhe
STATE shall prepare a memorandum record of Ihe cendltlon of
said reads or streels. The memorandum record shall Include a
statemenl ef the extenl and frequency of reutlne maintenance
operaUons normally carried oul by the LOCAL AGENCY on said
reeds or streets and may Include photographs showing
condlllon ef the existing readwey,
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The STATE aorees to reimburse Ihe LOCAL AGENCY for the
cesl ef addlllonol rouUne maintenance and repelrs, operellons
In excess of those enumeroled In Ihe rocerd made under Iha
prevlslono of Section II, made necessary by the STATE'.
proJecl. Tho relmbursoment fer such addlUonal rouUna
malnlanance and ropalrs shall be IImllod 10 Ihe eclual cosl of
such eperotlens sup~orted by propor records, Such cests are
10 he oxcluslve ef all admlnlslrotlvll and ovorhoad costs and all
charges for small loelo.
flOl rnrm //4.01HF
finvlliM 1/08
IV
Upon completion ef use of the roadn or slreels covered by this
AGREEMENT, a Joint InspecUon shall be made by lhe parties Ie
delermlne the condiUon of said reads or slreelo, All
maintenance and/or repairs shall be based upen Ihe conditions
of Ihese roads or streets allhe Ume of this cemplellon
InspecUen, laking Inlo account the memerandum record made
under SecUon II.
V
It Is oxpressly underslood that the STATE shall be responsible
enty for thai extra melnlenance and repairs of Ihe LOCAL
AGENCY's roads er streets occasioned by Ihe project use, In
the event of a dlspule over the terms ef Ihls AGREEMENT
andlor the exlent of maintenance or repair werk required Ie ba
performed, the dlspule shall be submitted 10 the Secretary of
Transportetlen for delermlnallon. In delermlnlng Ihls
responsibility the Secrelary shall givo consldereUen to the
memorandum record provided for In Section II. The cencluslons
of Ihe Secrelary as to Ihe exlenl and omount of such
malnlenanco sholl be final and conclusive as 10 all portles to this
AGREEMENT,
VI
The LOCAL AGENCY ogrees not Ie reslrlct below legalllmlls the
size, welghl, or speed of vehicles using Ihe roads or streets
cO'Jered by this AGREEMENT oxcopl as staled abovo undor
Vehicle ReslrlcUons,
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Ne liability shall attach 10 Ihe STATE er Ihe LOCAL AGENCY
by reasen ef entering Into this AGREEMENT except as
expressly provided herein.
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IN WITNESS WHEREOF, the parties hereto have executed Ihls AGREEMENT as ef the day and year first abeve written.
By _ ~U#______
STATE OF WASHINGTON
DEPARTMENT OF TRANSPORTATION
By __~_____
Tille _e2ly~__~@~~~
LOCAL AGENCY
Tille .t!.d lt1C-W{J6?_~.sj!.l.g/i!Cl'iH2.______
CtJ/JMty pll/tt,we,e. ,t;I(/I'I'A~
Date _~___Lo..Jl).1_7-------------
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COVER ALL CONFLICTING EXISTING SIGNING.
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Exhibit "B"
Memorandum Record of Condition Prior to Detour Usage
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Date of inspection: September 28,1999
Inspected by: Brian Moorehead-Local Programs Assistant Engineer
Daniel Stillwell-Local Programs Agreement Engineer
General Comments:
Lanes and shoulders have had BST done several years ago, and appear well maintained;
with 12 foot lanes and 8 foot minimum shoulders.
Specific Comments:
Milepost
Comments
0.0
Intersection SR 104 and Center Road.
0.6
Centerline satisfactorily crack sealed.
1.9
Edge of northbound lane satisfactorily era~k scaled.
2.4
Edge of southbound lane satisfactorily crack scaled,
3.1
Centerline pothole satisfactorily patched.
4.4
Minor distress cracking edge of nOlthbound lane,
4.7-4.9
Edge of northbound lane satisfactorily crack scaled,
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5.3
Edge of northbound lane satisfactorily patched,
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Edge of northbound lane satisfactorily crack scaled,
6.5
Edge of both lanes satisfactorily crack scaled,
6.6
Intersection Center Road and SR 19,
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DEPARTMENT OF PUBLIC WORKS
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P.O. Box 2070
1322 Washington 51.
Port Townsend, WA 98368
(360) 385.9160
October 22, 1999
Frank Gifford, Public Works Director/County Engineer
Washington State
Department of Transportation
P,O. Box 47440
Olympia, W A 98504-7440
Attn: Daniel Stillwell
Local Programs Agreement Engineer
RE: HRD-3036 SR 20, Eaglemount Slide Agreement
Jefferson County Routine Maintenance
Dear Mr. Stillwell:
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Per section 2 of Agreement HRD-3036 following is a list of routine maintenance that
Jefferson County perfonns on the section of Center Road that will be used for your
detour route,
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I, Chip Seal every seven years, scheduled for completion in 2000,
2, Vegetation brushing on an annual basis,
3. Ditching on an average of every two years,
4, Ice sanding and snow plowing as needed in the wintertime. Two areas of concern
where the wintertime ice related accident rate is greaier than normal are from
milepost 3,50 to milepost 3.80 and from milepost 6.30 to milepost 6.80, (milepost
0,00 is at SR 19 and 6.80 is at SR 104)
5, Sweeping eaeh spring as necessary,
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If you need anymore infonnation, Please give me a call at 360-385-9164.
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Scott Kilmer
Transportation Planner
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JEFFERSON COUNTY
DEPARTMENT OF PUBLIC WORKS
October 13, 1999
Frank Gifford, Public Works Director/County Engineer
Mr. Daniel Stillwell
Olympic Region
Local Programs Agreement Engineer
Washington State
Department ofTransporlation
PO Box 47440
Olympia, W A 98504
Re: HRD.3036 SR 20
Eaglemount Slide Detour Agreement
Dear Mr. Stillwell:
Enclosed please find the signed original, and duplicate original agreement regarding the
above referenced subject.
Pcr your conversation with Chavonne Lilly on October 12t\ Ihe routine maintenance
opcrations infonnation you requested, will be forwarded to you the week of October 18,
1999.
If you have any questions please feel free to contact me.
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Public Works Din~ctor/Counly Engineer, Interim
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Sid Morrison
Secretary of Transportation
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September 30, 1999
Olympic Region Headquarters
5720 Capit~: :::'lulevard, Tumwater
P.O. Box 17440
Olympia. WA 98504.,440
(360) 357.2600
Fax (360) 357.2601
Jefferson County
Department of Public Works
P.O. Box 2070
1322 Washington SI.
Port Townsend, W A 98368
RECEIVED
OCT 04 1999
HRD-3036 SR 20
Eaglemount Slide
Detour Agreement
JEFFERSON COUNlY
PUBLIC W'JRKS DEPT.
Attn.: Frank Gifford, P.E.
Dear Sir:
Attached for signature are the original and duplicate original of the above mentioned
agreement providing for the detour of traffic from SR 104 onto Center Road to SR 19,
along with photographs taken by Brian Moorehead during our inspection of the detour
route on September 28, 1999. The detour is expected to be in place for approximately
four weeks. Please sign both copies and return Ihem to this office, along with a
memorandum record of the extent and frequency of routine maintenance operations
nonnally carried out by Jefferson County on Center Road between SR 104 and SR 19 per
Section \I of the agreement. One original of the executed agreement will be returned to
YOll for YOllr records. Note Ihe contract is expected to go on December 6, 1999,
1fyoll have any questions please call me at (360) 357.2621.
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Daniel Stillwell
Olympic Region
Local Progrnms Agreemenl Engineer
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Washington State
Department of Transportation
Sid Morrison
SeCletaryof Transportation
Olympic Region Hoadquarters
5720 Capitol Boulevard, Tumwaler
PO. Box 47440
Olympia, WA 98504.7440
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September 30, 1999
(360) 357.2600
Fax (3601257.2601
Jefferson County
Department of Public Works
P.O. Box 2070
1322 Washington St.
Port Townsend, W A 98368
RECEIVED
OCT 04 1999
HRD-3036 SR 20
Eaglemount Slide
Detour Agreement
JEFFERSON COUNTY
PUBl.IC W'JRKS DEFT. .!
Attn.: Frank Gifford, P.E.
Dear Sir:
Attached for signature are the original and duplicate original of the above mentioned
agreement providing for the detour of traffic from SR 104 onto Center Road to SR 19,
along with photographs taken by Brian Moorehead during our inspection of the detour
route on September 28, 1999. The detour is expected to be in place for approximately
four weeks, Please sign both copies and return them to this office, along with a
memorandum record of the extent and frequency of routine maintenance operations
nonnally carried out by Jefferson County on Center Road between SR 104 and SR 19 per
Seclion II of the agreement. One original of the executed agreement will be returned to
you for your records, Note the contract is expected to go on December 6, 1999,
If you have any questions please call me at (360) 357-2621,
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Dnniel Stillwell
Olympic Region
Locnl Programs Agreement Engincer
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Department of Public Works
P.O. Box 2070
Port Townsend, W A 98368-0249
-Agieem"iifNum6e~~;_3036 -------secllOrl/i:OCiilion-----.
-StateROiilONUriiller-COnliOfSecIloifNUrii6iir SR 20 MP 2.22 to MP 2.24
20 160500
Local Agency
Haul Road/Detour
Agreement
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Olympic Region
TnleriiJed'Use(Raul'RoadOflliilOurROad/--
Detour
Descnption orRoadsorSlr~- .
SR 104 at Center Road to SR 19.
Memorandum Record of Condilion Prior to Detour Usage-
Exhibit "B"
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XL-0812 70 0101
THIS AGREEMENT, made and enlered Inlo this day of . between the STATE OF
WASHINGTON. Departmenl of Transportation, actlngby and through the Secreta,yofTransportation, (hereinafter the "STATE') and
the above named erganlzatiorl, (hereinafter the "LOCAL AGENCY").
WHEREAS, the STATE is planning the construction or Imprevemenl of a sectien of state highway as shewn above, and
WHEREAS, in the construction ef lhe project it Is planned to use, for the purpose neted above, those LOCAL AGENCY reads or
streets described above and as further detailed In red en the attached Exhibit "A", and
WHEREAS, It Is anticipated that as a result of the use ef these roads or streets, additional malnlenance expense may be
Incurred by the LOCAL AGENCY.
NOW THEREFORE, IT IS MUTUALLY AGREED AS FOLLOWS:
I
The LOCAL AGENCY hereby agrees to the STATE's use or the
roads or streets covarad by this AGREEMENT subject te Ihe
conditions cenlained herein.
II
Immedlalely prior to the beginning of the STATE's use ef the
abeve describad reads or streels, the parties to lhls
AGREEMENT SI1811 make a Joint cendltion Inspectlen and the
STATE shall prepare a memomndum record of the condition of
said roads or streets, The memorandum record shalllnciude a
statemenl of lhe extent and frequency ef routlno maintenance
operations nonmally carried out by the LOCAL AGENCY on said
reads or slreels and may Include photographs showing
cendilion of the existing roadway.
III
The STATE agrees 10 reimburse tho LOCAL AGENCY fer the
cost of addltienal routine malnlenance and repairs, operallons
In excess of thoso enumeraled In the record made undar the
provisions or Section II, made necessary by the STATE's
project. The reimbursemenl for such additional roullne
maintonance and repairs shall be IImiled to the actual cesl of
such operations supported by proper recerds, Such cOSls are
to be exclUSive of all administrative and everhead costs and all
charoes for small tools.
DOT Form ~24ol)'4 EF
~el/lsM\IOA
IV
Upon cempletlen or use of the reads or streels covered by this
AGREEMENT, a joint Inspection shall be medo by the partias to
determine the condition ef seld roads or streets. All
maintenance andler repairs shall be based upon the conditions
ef these roads or streets at the time of this completion
Inspectien, taking Inte accountlhe memorandum recerd made
under Section II.
V
Ills expressly undersloed lhatthe STATE shell be responsible
enly fer thai extra maintenance and repairs of the LOCAL
AGENCY's roads or slreets eccasloned by the project use, In
the evenl of a dlspula over Ihe tenms of this AGREEMENT
and/er the extenl of malntenanco or repelr work required Ie ba
perfermed, lI1e dispute shall be submitted 10 Ihe Secrelary of
Trensportation fer determlnetlon, In delerminlng lhls
responsibility the Secrelary shall give consideration Ie the
memorandum record provided for In Saclion II. The conclusions
or the Secretary as to the extenl and amounl of such
malnlenance shall be final and conclusive as to ell parties to lhls
AGREEMENT.
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VI
Tha LOCAL AGENCY agrees nello restrict below legelllmlts the
size. weight, or speed or vehicles using the roads or streelS
coverad by this AGREEMENT excepl as staled abova under
Vehicle Reslrictlons,
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No liability shall attach to the STATE or the LOCAL AGENCY
by reasen of enlerin9 Inlo this AGREEMENT except as
expressiy provided herein.
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IN WITNESS WHEREOF, tha parties hereto have executed this AGREEMENT as of the day and year firsl above written.
LOCAL AGENCY
STATE OF WASHINGTON
DEPARTMENT OF TRANSPORTATION
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Exhibit"B"
Memorandum Record of Condition Prior to Detour Usage
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Date of inspection: September 28, 1999
Inspected by: Brian Moorehead-Local Programs Assistant Engineer
Daniel Stilhyell-Local Programs Agreement Engineer
General Comments:
Lanes and shoulders have had BST done several years ago, and appear well maintained;
with 12 foot lanes and 8 foot minimum shoulders.
Specific Comments:
Milepost
Comments
0.0
Intersection SR 104 and Center Road.
0.6
Centerline satisfactorily crack sealed.
1.9
Edge of northbound lane satisfactorily crack sealed.
2.4
Edge of southbound lane satisfactorily crack sealed.
3.1
Centerline pothole satisfactorily patched.
4.4
Minor distress cracking edge of northbound lane,
4,7-4.9
Edge ofnorthbound lane satisfactorily crack sealed,
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5.3
Edge of northbound lane satisfactorily patched,
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5.3-5.4
Edge of northbound lane satisfactorily crack sealed.
6.5
Edge of both lanes satisfactorily crack sealed.
(',6
Intersection Center Road and SR 19.
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JEFFERSON COUNTY FILE
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JEFFERSON COUNTY, WASHINGTON
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JEFFERSON COUNTY DEPARTMENT OF PUBLIC WORKS TRAFFIC SIGNING PLAN
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ROAD NAME:
ROAD NUMBER:
933507
IRON DALE ROAD
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__ IRONDALE RO, ~~
INSTALL "VFW POST 1498"
TO EXISTING POST WITH POST OFFIC
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MATHESON ST. /
SIClN DESCRIPTION
SEQ.# POS,# M.P DESCRIPTION SIZE MUTCD # COLOR SIDE DIR.
01 1 1.755 < VFW POST 1498 42"X12' 01,1 W/Cl RT. NIS
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COMMENTS:
tDJUST SIGN SIZE AS NEEDED.
PREPARED:
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APPROVED:
DATE:
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9127/01
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DATE:
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STATE OF WASHINGTON (i
COUNTY OF WASHINGTON
In the matter of:
x
Revising a County project
designated as CROll0~,
RESOLUTION NO. 132-94
x
x
IT IS HEREBY RESOLVED that Irondale Road , County Road
110. -2,33507 , from M.P.-.2.."Q,(L to M.P.~, be improved as
follows:
Widening, grading, draining, channelization, illumination,
surfacing with Asphalt Concrete pavement, pavement marking,
permanent signing.
IT IS FURTIlER RESOLVED that an appropriation from the officially
adopted road fund budget and based on the County Engineer'S estimate
is hereby made in the amounts and for the purpose shown:
PURPOSE
PREVIOUS APPROPRIATION
PRESENT APPROPRIATION
..: ,.~ngineering $71. 350
".' Right of Way
.~cquisition $57.000
157.080 RAP.
7.155 ISTEA/STP)
149.305 ISTEA/STPl
$285.000 (285.000 RAPl
$
- 0 -
$128.350 157.080 RAP
49.305 ISTEA/STPl
Construction: $315.100 1227.920 RAP
72.870 ISTEA/STP)
SUb-Total
$285.000 1285.000 RAPl
$900.000
K1r Contract
_ County Forces
$443,450 1285.000 RAP
129.330 ISTEA/STPl.
XX Thi.s project is included in the officially adopted annual
road program as Item No. 6
TOTAl,
$1.185.000 1285.000 RAP)
The project is hereby made a part of the officially adopted
annual road program in accordance with R.C.W. 36.81.130.
IT IS FURTHER RESOLVED that:
SEAL:
XK 'l'he constructIon is to be accomplished by contract in accordance
with R.C.W. 36.77.020 et. seg.
The construction is to be accomplished by c:ounty forces in
accordance with R.C.W. 36.77.060 and W.A.C. 136.18.
PASSED AND ADOPTED TillS /qoe Dl\Y OF Ji~ ,J.!l!1.!:L.
BOARD OF JEFFERSON COUNTY COMMISSIONERS
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STATE OF WASHINGTON
COUNTY OF WASHINGTON
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In the matter of:
x
RESOLUTION NO. ~
Initiating a County project x
designated as CR1107 x
IT IS HEREBY RESOLVED that Irondale Rd. , County Road Number
933507 , from M.P. ~ to M.P. ~ be improved as follows:
Overlay with A.C. Pavement, Widen and pave shoulders, intersection
improvements, and traffic markings.
IT IS FURTHER RESOLVED that an appropriation from the
officially adopted road fund budget and based on the County
Engineer's estimate is hereby made in the amounts and for the
purpose shown:
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Engineering $ 0 $ 71. 350 (57,080 RAP. 7.155
ISTEA/STP)
Right of Way
Acquisition $ 0 $ 57,000 (49.305 ISTEA/STP)
Sub-Total $ 0 $128.350 (57.080 RAP, 49.305
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Construction: $ 0 $315,100 (227.920 RAP. 72.870
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XX Contract
_ County Forces
TOTAL $
o $443.450 (285.000 RAP. 129.330
ISTEA/STP)
included in the officially adopted annual road
No. 9
XX This project is
program as Item
The project is hereby made a part of the officially adopted annual
road program in accordance with R.C.W, 36.81.130.
IT IS FURTHER RESOLVED that:
XX The construction is to be accomplished by contract in accordance
with R.C.W. 36,77.020 et. seq.
The construction is to be accomplished by County forces in
accordance with R.C.W, 36.77.060 and W.A.C. 136,18.
PASSED AND ADDPTED THIS rt2D~ DAY OF ~ f)-I;A1J~ I~'
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BOARD OF JEFFERSON COUNTY COMMISSIONERS
SEAL:
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J.tter.an County, WA JEFF CO PUBL.IC WORKS WO 12,00
J.QU~sJlIL.County Excise Tax
Aft # U ~ 1 ( 35 Date ~q-(J(
Tax $ Sales Amt $
By, Deputy Treasurer
Jefferson County
Department of Public Works
PO BOX 2070
Port Townsend, WA 98368
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Document Title: Warranty Deed
Reference Number of Related Documents: 1
Grantor(s): Virginia R. Donovan,
Grantee(s): Jefferson County
Legal Description: Pin. of Sec. 34, Twp. 30 N, Rug 1 W, W.M"
Additional Legal Dcscription is on Exhibit A of Document.
Assessor's Tax Parccl : 961805901
Federal Aid No. STPR-QI61(005).
Warranty Deed
Irondale Improvement Project Number CR 1107
The Grantor, Virginia R. Donovan, an unmarried woman, residing at 214 Irondale
Road, Port Hadlock, Washington 98339, for and in consideration of the sum of TEN and
NO/lOO---($IO.OO)---Dollars in hand paid, conveys and warrants fee simple interest to the
Grantee, JEFFERSON COUNTY, a Municipal Corporation, P,Q,Box 1220 Port Townsend
W A 98368, in the following described real estate, and any after acquired interest therein,
situated in Jefferson County, State of Washington, to the same extent and purpose as if the
rights herein conveyed had been acquired under Eminent Domain statutes of the State of
Washington:
For legal description and additional conditions
see Exhibit A attached hereto and made a part hereof.
The land being conveyed herein contains an area of approximalely 0.18 acres mor~ or
less,
Also, the undersigned hereby requests the Assessor and Treasurer of suid County to
set-over to the remainder of the herein described Parcel "A" the lien of all unpaid taxes, if
any, affecting Ihe property hereby conveyed, us provided by RCW 84,60,070,
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BEING the a portion of property conveyed to Grantor by Statutory Warranty Deed
Inslrument from Robert L. Wadkins, as his separate estate, said Deed having been recorded at
Volume 661, Page 13 of the official records maintained by the Jefferson County Auditor on or
about~ay, 1989, and
This Deed is subject to easements and restrictions of records.
Grantor and Grantee agree that to the extent necessary to pennit a reasonable reading
of this Warranty Deed subjects and verbs in the singular "person" shall include and refer to
subject and verbs in the plural "person" and vice-versa.
It is understood and agreed that the delivery of this real property is hereby tendered
and that the tenns and obligations hereof shall not become binding upon Jefferson County
unless and until accepted and approved hereon in writing for Jefferson County, through the
Department of Public Works, by the Director/County Engineer.
GRANTOR:
DATED this -o2-day of ~A ~ )'
';)~ '
Virgi a R. Donovan
,2001.
GRANTEE:
DATED this 8~t.. day of /?1;:VI"'11
Accepted and approved
Jefferson County
Department ofPlIblie Works
,2001.
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Public Works ireelor/Collnty Engineer
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STATE OF WASHINGTON)
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County of )
Oil this ,,(i1tJ! d Y -d ~lLUt..'e ' 2001, before me personally appeared
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to m known to be the ~~idual(s) described in and who executed the foregoing instrument,
and acknowledged that )'. signed the same as ~ free and voluntary act and deed,
for the uses and purposes therein mentioned,
GIVEN under my hand and official seal the day and year last above written.
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Residing at ({;J. (k~~V'
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STATE OF WASHINGTON)
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County of Jefferson )
Onthis ft'6 day of l17aroA- , 2001, before me personally
appeared Garv A, Rowe. P,E, to me known to be the Jefferson County Public Works
Director/County Engineer, that executed the foregoing instrument, and acknowledged said
instntment to be the free and voluntary act and deed of said municipal corporation, for the
uses and purposes therein mentioned, and on oath stated that he is authorized to execute said
inslntment and that the seal affixed is Ihe corporate seal of said corporation.
GIVEN under my hand and official seal the day and year last above written'J .
~. AI M~ .~--...
_~--\;"'M~"'I\ Notary Public in aul fo; tife State~
.f' o~,........, ttrl. 'I, Washmgton,
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~ \, fViJLiC V',i ! My Appointment Expires 7 ..../,- () I
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Jofhroon County, WR JEFF ce PUBL.IC WORKS we 12.00
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EXHIBIT A
APN 961805901 IRT.)
That portion of Block 59 of Irondale Division No.7 according to the Plat recorded In Volume 2
of Piats on Page 144, records of Jefferson COUnty, Washington, lyin9 southwesterly of the
southwesteriy right of way line of Irondaie Road, County Road No. 933507, described as
follows:
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Beginning on the southwesterly right of way line of said Irondale Road at a point opposite
centerline HI9hway Engineers Station (hereinafter referred to as H,E.S.) 2D + 64.61 as shown
on the Right of Way Plans for Irondala Road, Project CR11 07, on file with the Jefferson
County Public Works Department, and 40,00 feat southwasterly therefrom; thence along said
southwesterly right of way line and elong the south right of wey Iina of Anderson Straet
South B7032' 34" East, a distance ef B2,47 feet to a point opposite H.E.S. 21 +50.BO and
25,33 feet southwesterly therefrom an at an Intersection with a curve concave to the
southwest from whloh point of Intersection the radius point bears South 16044' OD" West
553.65 feat; thence eesterly along seid southwasterly right of way line and along said curve
an aro distance of 54,58 feet through a central angla of 05038' 55" to a point opposite
H.E.S. 22+07;g'0>and 25.00 feet southwesterly therefrom; thenoe along said southwesterly
right of way line South 67014' 35" East, a distance of 117.99 feet to a point opposita H,E.S,
23+24.58 and 26.96 feet southwesterly thorefrom and at the beginning of a 741.16 foot
radius curve to the left; thence along said southwesterly right of way line and along said
curve an arc distance of 134.27 feat through a central angle of 10022' 47" to the west right
of way line of 8th Avenue at a point opposite H.E,S, 24+63.6B and 32.82 faet
southwesterly therefrom; thence along said wast right 01 way line South 02027' 26" Wast, a
distance of 7,24 feet to a point opposite H,E.S. Z1:+-.G.4,90'and 40,00 feet southwesterly
therefrom and at an Interseotlon with a curva concave to the north from which point of
Intersection the radius point bears North 09068' OS" East 1940,B9 feet; thenca westerly
along said curva an arc distance of 13,17 feet through a central angle of 00023' 20" to the
beginning of a 748,66 foot radius curve to the right at e point opposite H,E.S. 24+41.69 and
40,00 feat southwesterly therefrom; thane a northwesterly along said curve an aro dlstanco of
162,03 feet through a central angle of 12024' OD" to a point opposlta H.E,S, 22+88,32 and
40.00 feet southwestarly therefrom; thence North 67014' 36" West, a distance of 80,63
faet to the beginning of a 628,34 foot radius curve to the left at a point opposite H,E.S,
22 + 07 ,89 and 40,00 feet southwesterly tharefrom; thance northwesterly elong said curve
an arc distance of 133,01 feet through a centrel angle of 14026' 26" to the point of
beginning,
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I11II111111111111111111111111111 ~IIIIIIIIIIIIIIIIIII ::~~~:~~~38A
Jlff.rlan County, WA JEFF co PUBLIC WORKS WD 12,00
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EXHIBIT A
APN 961805901 (LT.)
That portion of Block 59 of Irondale Division No.7 according te the Plat recorded In Volume 2
of Plats on Page 144, records of Jefferson County, Washington, lying northeasterly of the
northaasterly right of way line of Irondale Road, County Road No. 933507, described as
follows:
Beginning on the northeasterly right of way line of said Irondale Road at a point opposite
centerlina Highway Engineers Station (harelnafter referred to as H,E.S,I 22+91.01 as shown
on the Right of Way Plans for Irondale Road, Projeot CRll 07, on file with the Jefferson
County Public Works Department, and 22.Bl feet nertheasterly therefrom; thence along the
south right of way line of Anderson Street, South 87032' 34" East, a distance of 145.B5 feet
to a point opposite centerline H.E.S. 24+41.19 and 58,2B feet northerly therefrom: thence
along the eest line of said Blook 59, South 020 27' 26" Wast, a distance of 41.13 feet to an
intersection with said northeasterly right of way line of Irondaie Roed and at an Interseotlon
with e curve concave to the north from whloh point of Intersection the radius point bears
North 13006' 10" East 691.16 feet end at a point opposite H,E.S, 24+46.93 and 17,54 feet
northeesterly therefrom; thence westerly along said northeasterly right of way line and along
said curve an arc distance of 116.46 feet through a central angle of 09039' 15" to a point
opposite H,E.S, 23 + 27,23 and 23.97 feet northeasterly therefrom; thenca continuing along
said northeasterly right of way line South 22045' 25" West, a distance of 2.18 feet to a
point opposite H.E.S. 23 + 27, 1 0 and 21.79 feet northeasterly therefrom: thence continuing
along said northeasterly right of way line North 67014' 35" Wast, a dlstanoe of 34.97 faet to
the point of beginning.
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J.".rlon County, WR JEFFERSON COUNTY ROR WO 12,(/10
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JEFFERSON COUNTY EXCISE TAX
Aft. No._ 0 9 1 6 6 2
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Dalll P i AmI.
By', \r.f\Jj;
EAS , "-I"
After recording return \ ocument to:
Jefferson County
Department of Public Works
PO BOX 2070
Port Townsend, W A 98368
Document Title: Warranty Deed
Reference Number of Related Documents: I
Grantor(s): G S PROPERTIES NO.2 INC.
Grantet(s): Jefferson County
Legal Description: Ptn. of See. 3, Twp, 29 N, Rug I W, W.M.,
Additional Legal Description is on Exhibit A of Document.
Assessor's Tax Parcel : 994200032
Federal Aid No, STPR-QI61(00S).
Warranty Deed
Irondale Improvement Project Nnmber CR 1107
The Grantor, G S PROPERTIES NO.2 INC., a Washington Corporation, residing at
Hoquiam, Washington 98555, for and in consideration of the sum of TEN and NOlI 00---
($IO,OO)---Dollars in hand paid, conveys and warrants fee simple interest to the Grantee,
JEFFERSON COUNTY, a Municipal Corporation, P.O,Box 1220 Port Townsend WA 98368,
in the following described real estate, and any after acquired interest therein, situaled in
Jefferson County, State of Washington, to the same extent and purpose as if the rights herein
conveyed had been acquired under Eminent Domain statutes of the State of Washington:
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For legal description and additional conditions
see Exhibit A attached hereto and made a part hereof.
The land being conveyed herein contains an area of approximately 0.03 acres more or
less,
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Also, the undersigned hereby requests the Assessor and Treasurer of said County to
set-over 10 the rcmainder of the herein described Parcel "A" the lien of all unpaid taxes, if
uny, uffccting the propcrty hereby conveyed, as provided by RCW 84,60,070,
BEING the a portion of property conveyed to Grunlor by Real Estale Contract
Instrumcnt from Robert F. Sahli and Kathryn G, Sahli, husband and wife, suid Contract
lnslrumcnt hfll'ing bcen recorded at Volume 321, Page 258 of the official records maintained
by the Jefferson County Auditor on or abont October 1990, and also
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1111111111111111111 11111111 ~,,:'IIIIIIII 11III 11111111 ~~;~~~~~~23R
Jeffer.on County. WA JEFFERSON COUNTY ROA WO 12.""
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BEING the a portion of property conveyed to Grantor by Statutory Warranty Deed
Instrument from Robert C. Harper and Gloria jA. Harper, husband and wife, said Deed having
been recorded at Volume 278, Page 21 of the official records maintained by the Jefferson
County Auditor on or about May, 1989, and
This Deed is subject to easements and restrictions of records.
Grantor and Grantee agree that to the extent necessary to pennit a reasonable reading
of this Warranty Deed subjects and verbs in the singular "person" shall include and refer to
subject and verbs in the plural "person" and vice-versa.
It is understood and agreed that the delivery of this real property is hereby tendered
and that the tenns and obligations hereof shall not become binding upon Jefferson County
unless and until accepted and approved hereon in writing for Jefferson County, through the
Department of Public Works, by the Director/County Engineer.
GRANTOR:
'-
DATEDthis~daYOf~ ( Q /
G S PROPERTIES No.2 INC.,
By: /2l - -
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,2001.
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GRANTEE:
DATED this ,.::.J.B''-/ day of ;=...h""'<"-'f-,2001.
Accepted and approved
Jefferson County
Department of Public Works
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By: ./l.dO"/ aXr-.._
PllhTICWorks Director/County Engineer
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Parcel 994200032
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1111111111111111111 "'IIII/IIIIi,rlllll "111111 "" IIII ;~~~~~~23A
Jlt'.r.en Count.... WA JEFFERSON COUNTY ROA WD 12.00'
ST ATE OF WASHINGTON )
County of f;c~ ) ss.
On this 16 If. day of -Z-,4~4 ' 2001, before me personally
appeared No/lh+ -.) ~ ./# 7~
to me known to be the President of G S Properties No.2, the corporation that executed the
foregoing instrument, and acknowledged said instrument to be the free and voluntary act and
deed of said corporation, for the uses and purposes therein mentioned, and on oath stated that
he is authorized to execute said instrument and that the seal affixed is the corporate seal of
said corporation.
",,,~~~;,~~.":~.er my hand and official seal t2~and year las0t above written.
.....;,11\ .AI\': ;1"'I,~!o-~~t~
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t<,;~"" ~~\eu l.jo....:fe."'. 1'Wtary Pubhc III and for the State of
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~-':\"~"uri\.\:>>. :: g Residing at t7:-~~
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My Appointment Expires
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ST ATE OF WASHINGTON)
: ss.
County of Jefferson )
On this ..z...r.uday of ~lL:fi ' 200 I, before me personally
appeared Gary A, Rowe, P,E, to me know to be the Jefferson County Public Works
Director/County Engineer, that executed the foregoing instrument, and acknowledged said
instrument to be the free and voluntary act and deed of said municipal corporation, for the
uses and purposes therein mentioned, and on oath slated that he is authorized to execute said
instrument and thai the seal affixed is the corporate seal of said corporation,
I
Residing at _..5uf(-JJ~
My Appointment Expires ~4o..::::2o",_
Page 3 of 4 Pages Pureel 994200032
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J.ff.rlon County, WA JEFFERSON COUNTY ROA WD 12.""
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EXHIBIT A
IRONDALE ROAD IMPROVEMENT PROJECT
APN 994200032
That portion of Tract 160 and 161 of Seventh Avenue Acre Tracts according to the Plat recorderl
In Volume 2 ef Plats on Page 127, records of Jefferson Ceunty, Washington and that pertion of
the East Y, of the vacated Tenth Avenue fronting said Tract 16, lying southeasterly of the
southeasterly ri9ht of way line ef Irendale Road, County Road No. 933507, described as follows:
Beginning on the southeesterly right of way line of said Irendale Road, Ceunty Road No, 933507
at a point opposite centerline Highwey Engineers Station (hereinefter referred to as H.E.S.)
10+34.B2 es shown on the Right of Wey PI ens fer Irondale Reed, Project CR1107, on file with
the Jefferson County Depertment of Public Works, end 54.B3 feet southaasterly therefrom, said
pelnt being e point on a curve concave to the eest from which point the red Ius point basrs North
66058' 31" East 47.00 feet; thence northerly along said curve an src dlstence of 64.94 feet
thruugh e centrel angle of 79009'37" te a point opposite H.E.S. 11 +05,B2 and 30.B6 feet
southeesterly; thence North 56.0B' 06" East, a distance of 39.32 feet to e point epposlte H.E.S.
11 + 52.29 end 26.50 feet southeasterly therefrom; thence Nerth 67047' 35" East, e distance of
36.91 feet to e point opposite H.E,S. 11 +B9.20 end 26.60 feet southeasterly therefrom; thence
North 6601B' 26" Eest, a dlstence of 139.51 feet to said southeastarly right of way line of
Jrondale Road opposite H.E,S. 13 + 28.66 and 22.BB feet aoutheasterly therefrom; thence elong
seld southaasterly right of wey line South 67047' 58" West, s distance of 131.64 feet to e point
opposite H,E.S. 11 + 97,03 end 22.B7 feet southeasterly therefrom; thence continuing elong seld
southeasterly right of wey line South 6Bo04' 03" West, a dfstance ef B6.37 feet to the beginning
of a 40.00 foot radius curve to the left being opposite H,E.S. 11 +06.84 end 18.72 feet
southeasterly therefrem; thence southerly along sold curve end aleng seld southeesterly right of
way line en ere dlstence of 82.28 feet through e centrel angle of 117051' 23" to the point of
beginning.
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J.".rlon County, WA JEFFERSON COUNTY ROA we 12,10
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EXHIBIT B
IRONDALE ROAD IMPROVEMENT PROJECT
TEMPORARY CONSTRUCTION EASEMENT ~..'.'...'.. '. ....... ';'.
(APPROX. 0.029 AC.I ~
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JI"erlon County, WA JEFF CO PUBL.IC WORK6 we 11.00
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. Jefferson County ExciserTax \
Aft # Date'...c -(I
Tax $ a es AmI $
By epuly Treasurer
After recording return document to:
Jefferson County
Department of Public Works
PO BOX 2070
Port Townsend, WA 98368
Document Title: Warranty Deed
Reference Number of Related Documents: 1
Grantor(s): Leo B. McCracken.
Grantee(s): Jefferson County
Legal Description: Ptn. of Sec. 34, Twp. 30 N, Rug 1 W, W.M.,
Additional Legal Description is on Exhibit A of Document.
Assessor's Tax Parcel : 961808803. 961808804
Federal Aid No. STPR.QI61(00S).
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Warranty Deed
Irondale Improvement Project Number CR 1107
The Grantors, LEO B. MCCRACKEN, a married man as his separate estate, for and in
consideration of the sum ofTEN and NOli 00...($ 1 O.OO)...Dollars in hand paid, conveys and
warrants fee simple interest to the Grantee, JEFFERSON COUNTy, a Municipal
Corporation, P.O.Box 1220 Port Townsend W A 98368, in the following described real estate,
and any after acquired interest therein, situated in Jefferson County. State of Washington, to
the same extent and purpose as iftre rights herein conveyed had been acquired under Eminent
Domain statutes of the State of Washington:
For legal description and additional conditions
see Exhibit A aUaehed hereto and made a part hereof,
The land being conveyed herein contains an area of approximately 0.05 acres more or
less,
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Also, the undersigned hereby requests the Assessor and Treasurer of said County to
set.over to the rcmainder of the herein described Parcel "A" the lien of all unpaid taxes, if
any. affecting the property hereby conveyed, as provided by RCW 84.60.070.
BEING the a pOl1ion of property conveyed to Grantor hy Statutory Warranty Deed
Instnl111ent from Conslancc Ann McDonald McCracken, a married IVoman, said Deed having
been recorded at Volume 355, Page 413 of the official records maintained hy the Jefferson
County Auditor on or ahout November, 1991. and
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Parcel 961808803
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J."."on County, WA JEFF CO PUIIL.IC WORKS WD 11.00
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This Deed is subject to easements and restrictions of records.
Grantor and Grantee agree that to the extent necessary to pennit a reasonable reading
of this Warranty Deed subjects and verbs in the singular "person" shall include and refer to
subject and verbs in the plural "person" and vice-versa. .
It is understood and agreed that the delivery of this real property is hereby tendered
and that the tenns and obligations hereof shall not become binding upon Jefferson County
unless and until accepted and approved hereon in writing for Jefferson County, through the
Department of Public Works, by the Director/County Engineer.
GRANTOR:
DATED this ~day of /'II/nit
,2001.
~~
-1..eo B. McCracken
GRANTEE:
DATED this 8 ~J. day of
/riA-KeN
,2001.
Accepted and approved
Jefferson County
Department of Pub lie Works
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By: /1.. a?_
Pul)TI~birector/COUnlY Engineer
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Parcel 961808803
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JI'"rlon County, WA JEFF CO PUBLIC WORKS WO 11.00
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STATE OF WASHINGTON)
County of ~ ) ss.
Onth~daYOf ~ , 2001, before me personally
appeared tty".p)3. Ihe.~'--
to me known to be the ~dUal(S) described in and who executed the foregoing instrument,
and acknowledged that signed the same as ~ free and voluntary act and deed,
for the uses and purposes therein mentioned.
GIVEN under my hand and official seal the day and year last above written.
ROSE JOHNSON
STATE OF WASHINGTON
NOTARY ....- PUBLIC
MY COMMISSION EXPIRES /-/5-05
Not Public'
Washington,
Residing atQ\?d ..J/Jttl1W1t..d....
My Appointment Expires .:J./';;S/O:o
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STATE OF WASHINGTON)
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County of Jefferson )
On this 8 ~ day of (7'Ia. rc J.... , 2001, before me personally
appeared ~ Ii (..<l to me known to be
the JefferSOiiu Count Public Works Director/County Engmeer, that executed the foregoing
inslrumenl, and lIeknowledged said instrument to be the free and voluntary act and deed of
said municipal corporation, for the uses and purposes therein mentioned, and on oath stated
that he is authorized to execute said instrument and that the seal affixed is the corporate seal
of said corporation,
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GIVEN under my hand and official seal the day and year last above written,
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.- l>- M. 41 III I.2d!.d .
/o~>;,iQ~i,:":-1),, Notarr Pub te m an 0 the State
: I, ,',.<,. II..:. v.'/ Washmgton,
: S.) :':~' " .. "t ~~I.I'L)I
1> ;;i : :-: Residing at...cc 7()M1~ "
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\L~,""., 1 [.r.,.:,."v~ Page 3 of4 Pages Pnrcel961808803
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J'''.rlon County. WA JEFF CO PUBI..IC WORKS we 11.00
EXHIBIT A
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IRONDALE ROAD IMPROVEMENT PROJECT
APN 961808803 (LT) & 961808804
That portion of Biock 88 of lrondale Division No.7 according 10 the Plat recorded in
Volume 2 of Plats on Page 144, records of Jefferson County, Washington, lying
northwesterly of the northwesterly right of way line of Irondale Road, County Road No.
933507, described as follows:
Beginning on the northwesterly right of way line of said Irondale Road at a point opposite
centerline Highway Engineers Station (hereinafter referred to as H,E.S.) 14+06.18 as
shown on the Right of Way Plans for Irondale Road, Project CR1107, on file with Ihe
Jefferson County Department of Public Works, and 26.11 feet northwesterly therefrQm;
thence North 02'2"(' 26" East, a distance of 6.70 feet to a point opposite H.E.S. 14+08.97
and 32.20 feet northwesterly Iherefrom; thence North 87'32' 34' West, a distance of 9.11
feet to a point opposite H.E.S. 14+00,70 and 36.00 feet northwesterly therefrom; thence
North 76'47' 35" East, a distance of 257.59 feet to a point opposile H.E.S. 16+58.29 and
36.00 feet northwesterly therefrom; thence South 02'27' 26" West, a dlslance of 6.70 feet
10 said northweslerly right of way line and a point opposite H.E,S. 16+55.49 and 29,91
feel northwesterly Iherefrom; thence along said northwesterly rlghl of way line, Soulh
67'49' 35" West, a distance of 82,50 feet to a point opposite H,E.S. 15+72.99 and 29.96
feet northweslerly therefrom; Ihence continuing along said right of way line South 02'27'
26" West, a distance of 7.56 feet to a point opposite H,E.S. 15+69.84 and 23.09 feet
northwesterly Iherefrom; thence continuing along said right of way line South 67'47' 58"
West, a dlslance of 54.86 feet to a polnl opposite H.E.S. 15+14.98 and 23.10 feet
northweslerly therefrom; thence continuing along said rl9ht of way line North 22'11' 59"
West, a distance of 3.00 feet to a polnl opposite H.E.S, 15+14,98 and 26,10 feet
northwesleriy therefrom; thence continuing along said right of way line South 67'47' 57"
West, a distance of 108,80 feet to Ihe point of beginning,
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Thai portion of Block 88 of Irondale Division No, 7 according to the Plat recorded In
Volume 2 of Plets on Page 144, records of Jefferson County, Washing lon, lying
southeesterly of the southeaslerly right of way line of Irondale Roed, Counly Road No,
933507, described as follows;
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Beginning on the southeasterly right of wey line of said Irondele Road al a point opposite
cenlerllne Highway Engineers Station (hereinafter referred to es H.E,S,) 16+09.26 as
shown on the Right of Way Plans for trondale Road, Project CR11 07, on file with the
Jefferson County Department of Public Works, and 30,06 feel southeasterly therefrom;
thence along said southoasterly right of way line North 67'49' 36" Easl, a distance of
18,69 feet 10 a point opposite H.E,S, 16+27,95 and ~0.D7 feet southeeslerly therefrom;
thence Soulh 02'27' 28" West, a dlslance of 5,42 feat to a polnl opposite H,E.S,
16+25.69 and 35,00 feel southeasterly therefrom; thence South 67'47' 34" Wast, a
distance of 5,67 feallo a polnl opposite H.E.S. 16+20,02 and 35.00 feel southeasterly
therefrom; thence North 87'32' 34" West, e distance of 11,84 feet to the point of
beginning.
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Jefferson co~ty Excise T~ l~J)~!llij Il'~~j!I~I!~I~lll~ll~J~JJJll~llllll ~:9~~~:~~'3SA
(1 91734 Date~
, Sales Amt $ ~
l' Deputy Treasurer
After recording return document to:
Jefferson County
Department of Public Works
PO BOX 2070
Port Townsend, W A 98368
Document Title: Wl,It\ilInty Deed
Grantor(s): Renee' E..'1"lreira & Dana L. Niemczyk
Grantee(s): Jefferson County
Legal Description: Ptn. of See, 34, Twp. 30 N, Rug 1 W, W.M.,
Additional Legal Description is on Exhibit A of Document.
Assessor's Tax Parcel Ne. 961805902, 961808801, 961808808 994200037.
.Federal Aid No. STPR-QI61(00S).
Warranty Deed
Irondale Improvement Project Number CR 1107
E. I.C~
The Grantor, RENEE';::, PEREIRA a single woman as her separate estate as to an
undivided 1/3 interest, and DANA L. NIEMCZYK, an married woman as her separate estate
as to an undivided 2/3 interest, for and in consideration of the sum ofTEN and NO/IOO..-
($IO.OO)---Dollars in hand paid, conveys and warrants fee simple interest to the Grantee,
JEFFERSON COUNTY, a Municipal Corporation, P.O. Box 1220 Port Townsend WA
98368, in the following described real estate, and any after acquired interest therein, situated
in Jefferson County, State of Washington, to the same extent and purpose as if the rights
herein conveyed had been acquired under Eminent Domain statutes of the State of
Washington:
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For legal description and additional conditions
see Exhibit A attached hereto and made a part hereof.
The land being conveyed herein contains an area of approximately QJl acres more or
less,
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Also, the undersigned hereby requests the Assessor and Treasurer of said Counly to
sel-over to the remainder of the herein described Exhibit "A" the lien of all unpaid taxes, if
any, affecting the property hereby conveyed, as provided by RCW 84,60,070,
This Deed is subject to casements and restrictions of records,
Granlor Ilnd Granlee agree that to the extent necessary to pemlit a reasonable reading
llf this Warranty Deed subjects nnd verbs in the singulnr "person" shall include nnd refer to
subject nnd vcrbs in the plural "llerson" and vice-versa.
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J''',,,on County, WA JEFF ce PUBI-IC weRK6 we 13.00
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It is understood and agreed that the delivery of this real property is hereby tendered
and that !he terms and obligations hereof shaH not become binding upon Jefferson County
unless and until accepted and approved hereon in writing for Jefferson County, through the
Department of Public Works, by the Director/County Engineer.
GRANTOR:
DATED this ~dayof ~*
,2001.
GRANTEE:
DATED this &> ~ day of A44 i~t:/-l
Accepted and approved
Jefferson County
Department of Public Works
, 2001.
~
By: A~2..
Public Works irector/County Engineer
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Parcel 96180590 I
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Jeff.rla" County, WA JEFF CO PUB~IC WORKS WD 13.00
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STATE OF WASHINGTON)
: ss.
County of KI~ )
On this 2 day of r>'arch , 200 I, before me personally appeared
RENEETllERElRA I>ND DPNA L. NIEMCZYK
to me known to be the individual(s) described in and who executed the foregoing instrument,
and acknowledged that MY signed the same as J:!!.!L free and voluntary act and deed,
for the uses and purposes therein mentioned.
GIVEN under my hand and official seal the day and year last above written.
,./ ?J I!
1\(1 N--v\..-' , (~lu...o
Notary Public in and for the State of
Washington,
OFFICIAL SEAL
KAREN L ANDRES
Ilol,ry Publlo - St,t. ofW2Shin~on
My Commission ElCplres 4.29.02
Residing at r>'aple Valley
My Appointment Expires 04/29/2002
1I.IIS OOClIDlT WAS 0'\\. Y NOTARIZED ::. MlT PREPARED BY 1IJE NJ:NE OOTARY.
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ST ATE OF WASHINGTON)
: ss,
County of Jefferson )
On this g-fh day of (YlCl rcJ,..,. . 2001, before me personally
appeared Gary A. Rowe, P.E, to me known to be the Jefferson County Public Works
Director/County Engineer, that executed the foregoing instrument, and acknowledged said
instmment to be the free and voluntary act and deed of said municipal corporation, for the
uses and purposes therein mentioned, and on oath stated that he is authorized to execute said
inslmment and that the seal affixed is the corporate seal of said corporation,
GIVEN under my hand and official seal the day and year last above written.
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Parcel 961805901
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APN 994200037
That portion of Tract 85 of Seventh Avenue Acre Tracts according to the Plat recorded in Volume 2
of Plats on Page 127, records ef Jefferson County, Washington, Ivin9 southeasterlv of the
seutheasterly right of way line of Irondale Road, County Road No. 933507, described as follows:
Beginning at the intersection of the southeasterly right of wav line of said Iron dale Road and the
northeasterly right of way line of Holman Road, at a point opposite centerline Highway Engineers
Station (hereinafter referred to as H.E.S.1 14+27,13 as shown on the Right of Way Plans for
Irondale Road, Project CRll07, on flie with the Jefferson County Public Works Department, and
22.89 fest southeasteriy therefrom; thence along said southeasterly right of way line North 67047'
58" East, a distance of 26.44 feet to a point oppeslte H.E.S. 14+53.57 and 22.90 feet
southeasterlv therefrom; thence continuing along said southeasterly right of way line South 22012'
00" East, a distance of 2.00 feet to a point opposi(o H,E.S. 14+53.57 and 24.90 feet so"theasteriy
therefrem; thence continuing elong said southeasterly right of way line North 67047' 58" Esst, a
distance of 18,86 feette the north line of said Tract 85 and at a point opposite H.E.S, 14 + 72.43
and 24,90 feet southeasterly therefrom; thence along the north line of said Tract 85 South 88024'
50" East, a distance of 25,04 feet to a point oppesite H,E,S, 14+95.34 and 35,00 feet
southessterly therefrom; thence South 67047' 35" West, a distance of 53,12 feet to said
nertheasterly right of way line ef Hoiman Road at s point opposite H.E,S, 14+42.22 and 35.00 feet
southeasteriy therefrem; thence aleng said northeasterly right of way IIna North 73027' 20" West, a
distsnce of 19,34 feet to the point of beginning.
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APN 9618088011LT.1
That portion of 810ck 8B of Irendala Division No.7 according te the Plat recorded In Volume 2 of
Pla(s on Page 144, recerds of Jefferson County, Weshlngton, lying northwesterly of the
northwesterly right of way line of Irendale Road, Ceunty Read No, 933507, described as follows:
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Beginning on the northwesterly right of way line ef said Irondele Road et e point opposite centerline
Highway Engineers Station (hereinsfter referrsd to as H,E.S.I 16 + 52.36 ss shewn on the Right of
Wey Plans fer Iron dale Roed, Project CR1107, on file with the Jefferson County Public Works
Depsrtment, and 23.08 feet northwestarly therefrom; thence North 02027' 28" East, s dlstence ef
33,72 feot to a point opposite H,E,S, 16 + 88.43 and 53.72 feet northwesterly therefrem; thence
along the nerth iine of said 810ck 88, South 87' 32' 34" East, a dlstsnca of 75.83 feet te e pelnt
opposite H,E,S, 17 + 35.34 and 22,08 fast northwasterly therofrom; thence aieng ssid northwesterly
right ef way line South 67'47' 58" Wast, a distance of 50.42 feet te e point epposlte H,E,S,
18 + 84,92 and 22,08 feet nerthwestorly therefrem; thenca continuing along ssld northwestarly right
of way line North 22011' 53' West, a distance of 1,00 feet to e point opposite H,E,S, 18+ 84,92
and 23,08 feet northwasterly therefrom; thence centlnuing along said northwesterly right of way line I
South 67047' 58" West, a distance of 32,56 feet 10 the point of baglnnlng,
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APN 961808801 IRT.)
That portion of Block B8 of Irondale Division No. i according to the Plat recorded In Volume 2 of
Plats on Page 144, records of Jefferson County, Washington, lying southeasterly ef the
southeasterly right of way line of Irondale Road, County Read Ne. 933507, rlescribed as follows:
Beginning on the southeasterly right of way line ef said Irendale Road at a point opposite centerline
Highway Engineers Station (hereinafter referred to as H.E.S.I 16 + 30.32 as shown on the Right of
Way Plans for Irondaie Road, Preject CR1107, on file with the Jefferson County Public Works
Department, and 24.92 feet southeasterly therefrom; thence aleng said southeasterly right of way
line North 67047' 57" East, a distance of 137.53 feet to the intersection with the west right of wav
line of 9th Avenue at a point opposite H.E.S, 17 + 68.13 and 24.90 feet southeasterly therefrom:
thence along said west right of way line South 02027' 26" West, a distance of 11 .08 feet to a point
opposite H.E,S. 17 + 63.33 and 35,00 feet southeasterly therefrom, bsing at an intersection with a
curve concave to the southeast and frem which intersection the radius point besrs South 22002'
23" East 533.34 feet; thence seuthwesterly aiong said curve an arc distance of 1.56 feet through a
central angle of 00010' 02" to a point oppesite H.E.S. 17+61,67 and 35.00 feet southeasterlv
therefrom: thencs South 67047' 35" West, a distance of 135.98 feet to a point opposite H.E.S.
16 + 25.69 and 35,00 feet southeasterly therefrom; thence North 02027' 26" East, a distance ef
11.10 feet to the point of beginning,
APN 961808808
Thet portion of 810ck 88 ef Irondele Division No, 7 according to the Plat recorded In Volume 2 of
Plsts on Page 144, records ef Jefferson County, Weshlngton, lying seuthaasterly ef the
southeesterly right of way line of Iron dale Road, County Road No. 933507, deacrlbed as follows:
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Beginning on the southeestarly right of wey line of said Irondale Read at a point opposite centerline
Highway Engineers Station (hereinafter referred te as H.E,S,) 14+72.43 as shown on the Right of
Way Plsns for Irondaie Rosd, Preiect CR11 07, en fils with the Jefferson County Public Works
Department, end 24.90 feet southeasterly therefrem; thence slong seld southeasterly right of way
line North 67047' 57" East, e distance of 82.72 foot te e point opposlto H,E.S, 15 + 56.74 and
24.91 faet southeasterly therefrom; then co continuing aleng said southaasterly right of way line
North 22012' 00" West, e distsnce of 2,00 feet to e point eppeslte H,E,S. 15 + 55. 1 5 and 22,91
feet seutheasterly therefrem; thence centinulng along said seutheasterly right of wey line North
67047'57" East, a dlstsnce of 38,54 feette e point eppo.he H,E,S, 15+93.69 end 22,91 feet
seutheesterly therefrom; thence South 87032' 34' Eest, e dlstsnce of 28.97 feet to a pelnt epposlte
H,E,S. 16+ 20,02 and 35.00 feet southeastarly therefrom; thence South 67047' 35" Wast, e
distance of 124,68 feette the south line of seld Tract 88 epposlte H,E,S, 14+95.34 and 35,00 feet
seutheasterly therafrom; thence along said south line North 88024' 50" West, e distance of 25,04
feet to the peint e' beginning.
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APN 961805902
That portion ef Block 59 of Iron dale Division No.7 accerdlng to the Plat recorded In Voiume 2 of
Plats on Page 144. records of Jefferson County, Washin9ton. lying southeasterlv of the
southeasterly right of way line of Iron dale Road, County Road No. 933507, described as follows:
Beginning on the southeasterly right of way line of said Irondale Road at e point opposite centerline
Highway Engineers Station (hereinafter referred to as H.E.S.) 18 + 24.78 as shown on the Right of
Way PI ens for Iron dele Road, Project CR1107, en file with the Jefferson County Public Works
Depertment, and 23,31 feet seutheasterly therefrom; thence along said southeasterly right of way
line North 79'24' 49" East, a distance of 35.89 feet te the south right of way line of Anderson
Street a point opposite H.E.S. 1 B + 62.22 and 25.42 feet southeastarly therefrom; thence along said
south right ef way line South 87032' 34" East, a distance of 45.45 feet to a point oppesite H.E.S.
19+09.16 and 35,00 feet southoasterly therefrem and at an Intersection with a curve concave to
the south from which point of intersection tho radius point bears South 07020' 17" East 533.34
feet; thence southwestorly along said curve sn arc distence of 83.05 feet threugh a central angle of
08055' 20" to the east right of way line of 9th Avenue at a point opposlta H.E.S. 18 + 20.66 and
35.00 feet southeasterly tharafrom; thence aleng said east right of way IIno North 02027' 26" East,
a dlstanca of 12,33 feet te the point of beginning.
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J.fferID" County, WA OrPT 0' PUlL.le WORKS we 12,00
Jefferson County
Department of Public Works
PO BOX 2070
Port Townsend, W A 98368
Document Title: Warranty Deed
Reference Number of Related Doenments: 1
Grantor(s): Lalla J. Miles
Grantee(s): Jefferson County
Legal Description: Ptn. of Sec. 34, Twp, 30 N. Rng 1 W. W.M.,
Additional Legal Description Is on Exhibit A of Document.
Assessor's Tax Parcel :961806007. 961806009
Federal Aid No. STPR-QI61(005).
Warrunty Deed
Irondale Improvement Project Number CR 1\07
The Grantor, LAlLA J, MILES, a single woman as her separate estate, residing at 15 - 8th
Ave, Port Hadlock, Washington 98339, for and in consideration of the sum ofTEN and
NOlI 00...($1 O.OO)---Dollars in hand paid, conveys and warrants fee simple interest to the
Granlee, JEFFERSON COUNTY, n Municipal Corporation, P,O. Box 1220 Port Townsend
W A 98368, in the following described renl estate, and any after acquired interest therein,
situated in Jefferson County, Slate of Wnshington, to the same extent and purpose as if the
rights herein conveyed hlld heen acquired under Eminent Domain statutes oftbe State of
Wnshinglon:
For legal description nnd additional conditions
see Exhibit A and Exhibit B attnehed hereto and made a part hereof.
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The land tieing conveyed herein contains an area of approximately Q.QJ acres more or
less,
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Also, the undersigned hereby rcqucsts the Assessor and Treasurer of said County to
scHwer to thc rcmaindcr of the herein described Parcel "A" the lien of all unpaid taxes, if
any, afrecling the pl'llpcrty herehy conveycd, as provided by RCW 84,60,070,
This Dced is subjcclto casemenls and restrictions of records.
Grantor and Grnntce agrcc Ihal to the extenlneeessary to permit a reasonable reading
or tbis Warranly Dccd subjcets and verbs in the singular "person" shall include and refer to
snhjeet and verbs in the plural "person" and vice-versa.
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J,"lrlon Counly, WA DEPT OF PUBLIC WORK6 WO 12.00
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It is understood and agreed that the delivery of this real property is hereby tendered
and that the tenns and obligations hereof shall not become binding upon Jefferson County
unless and until accepted and approved hereon in writing for Jefferson County, through the
Department of Public Works, by the Director/County Engineer.
GRANTOR:
DATED this 11 tdl dayof 9-'?'1Ipa'1,.?1..
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, 2001.
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LAlLA 1. MILES
GRANTEE:
DATED this ~~~ day of .:7--7
Accepled and approved
Jefferson County
Department of Public Works
, 2001.
By: ~~a2--.
Public Works Di ector/County Engineer
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Parcel 961806007
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J'''lrlan Counlv, WA DEPT OF PUBLIC WORKS WD 12.00
STATE OF WASHINGTON)
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County ofJefferson )
On this If-ik,day f~tZ/[.i.{tlW,-
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to me known to be the individual(s) described in a11ll who executed the foregoing instrument,
and acknowl~dged that _!kc,. signed the same as~ free and voluntary act and deed,
for the uses and purposes therein mentioned.
, 2001, before me personally appeared
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GIVEN under my hand and official seal the day and year last above written.
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Notal{' Public in ~1: ~'Ml[TON
Washmgton,,) ,
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Residing at If tr Vffi-i,'1i...'.i-lc,I_'
My Appointment Expires It' -f i- 1'7,;
On this MM day of ~t- , 2001, before me personally
appcarcd Gary A, Rowe. P,E. to me known to bc thc Jefferson County Public Works
Dircctor/County Engineer, that executed the foregoing instrument, and acknowledged said
instrumcnt to be the free and voluntary act and dccd of said municipal corporation, for the
uses and purposes thereinll1entioncd, and on oath stated that hc is authorized to execute said
instrumcnt and that thc seal affixed is the corporate scal of said corporation.
GIVEN under my hand and official seal the day and year last above wriuen,
Notal{' P tein /!1r:-=tr
Washmgton,
STATE OF WASHINGTON)
: ss.
County of Jefferson )
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Jlf'.rlan County, WA DEPT OF PUBLIC WORKS WO 12.00
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IRONDALE ROAD IMPROVEMENT PROJECT
APN 961 B06007
That portion of Block 60 ef Irondale Division No.7 accordin9 to the Plat recorded In Volume 2 ef
Plats on Page 144, records of Jefferson County, Weshlngton, lying northwesterly of the
northwesterly rl9ht of way line of Irondale Road, County Road No. 933507, described as follows:
Beginning on the nerthwestarly right of way line of said Iron dale Road at a point opposite
centerline Highway Eegineers Station (harelnefter rafarred to as H.E.S,) 1 B+ 72.60 as shown on
tha Right of Way Plans fer Irondale Road, Preject CR11 07, on file with the Jefferson County Public
Works Department, and 23,53 feet northwesterly therefrom; thence aleng the north right of way
line. of Andersen Street North 87032' 34" West, a distance of 25.55 feet to a point opposite
H,E.S. 18+49.00 and 30,00 feet northwesterly therefrom and at an Intersection with a curve
concave to the seutheast from which point of Intersection the radius point bears South 13024'
11" East 59B.34 feet; thence easterly along seld curve an arc dlstence of 94.30 feet through a
central angle of 09001' 49" to a point epposlte H.E,S. 19 + 38.58 and 30,00 feet northerly
therefrom: thence South 02027' 26' West, a distance of 6.74 feat to said northwesterly right ef
way line at a point opposite H.E.S. 19 + 38.30 and 23.31 feet northerly therefrom and at an
Intersection with a curve concave to tha south from which point of Intersection the radius point
bears South 04019' 36" East 802.57 feet; thence westerly along said northwesterly right of way
line and elong said curve sn arc distance of 87,B9 feet through a centrsl anRle of 08027' 18" to
the point of beginning,
APN 961806009
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Thet portion of 810ck 60 of Irondale Dlvlslen No.7 according to the Plet record ad In Volume 2 of
Plats en Page 144, records of Jeffersen Couety, Washington, lying northwesterly of the
northwesterly right of wey line of Irondale Roed, Ceunty Road No. 933507, described as follows:
Beginning on the nertherly right of way line of said Irondale Road at e pelnt opposite centerline
Highway Engineers Ststlon Iherelnafter raferrad to as H,E.S.) 19 + 38.30 as shown on the Right ef
Way Plans fer Irondale Roed, Project CRll07, on file with the Jefferson County Public Worke
Department, and 23,31 feet northerly therefrom; thence North 02027' 26" Esst, a distance ef
6,74 feet to a point oppeslte H.E,S. 19 + 38.68 and 30,00 feet nertherly therefrom snd et sn
Intereectlon with a curvo concave to the south from which pelnt ef Intorsoctlon the radius pelnt
bears South 04022' 22" Eost 598,34 foet; thence oasterly aleng esld curve en orc distance of
136.87 feet threugh a central angle of 13006' 25" to a point opposite H,E,S. 20+68,69 an 30,00
foet nertherly therefrom; thence South 09043' 09" East, a distance of 7;OB feet to seld northerly
right of wey line at s point oppeslta H.E,S, 20+ 70,73 and 23,31 feet northarly therefrom snd at
an fntersactlen with a curva concave to the south from which point of Intersaction tha rodlus pelnt
besrs South 08049' 49" West 602,67 foet; thonce westerly along sold northerly right of way IIno
and along sold curva an arc distance of 138,37 feet threugh a cantrol angle of 13009' 26" te tha
point ef beginning,
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IIIIIIIIIIIIIIIIIIIIIIIIIIIII~III illlllll 11111 11111111 ~:I~~~~~ 21A
J,".rlon County. WA DEPT OF PURLIC WORKS WD 12,0"
EXHIBIT B
IRON DALE ROAD IMPROVEMENT PROJECT
RIGHT OF WA Y R
ACQUISITION AREA
(APPROX. 0.03 ACRE!
TEMPORARY CONSTRUCTION EASEMENT r~:i:~:::ii:i-i:(i-:::~:::l
(APPROX. 0.051 ACREI X;:ii.i-ii::iii.:::i::::::
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Deputy Treasurer
IIIIIIIIIIIIIIIIIIIIIIIIIIIIII~IIIIIIIIIIIIIIIIIIIIII ::2~~~~:~07P
J.".rlon County. WA JEFF CO DEPT PUBl.IC WD '1.00
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After recording return document to:
Jefferson County
Department of Public Warks
PO BOX 2070
Port Townsend, W A 98368
Document Title: Warranty Deed
Reference Number of Related Documents: 1
Gl'antor(s): Mrs. Frances N, Anderson
Grantee(s): Jefferson County
Legal Description: Ptn, of Sec. 34, Twp. 30 N, Rng 1 W, W.M.,
Additional Legal Description is on Exhibit A of Document,
Assessor's Tax Parcel : 961800103
Federal Aid No. STPR-QI61(005).
Warranty Deed
Irondale Improvement Project Number CR 1107
The Grantor, MRS, FANeES N. ANDERSON, as her separate estate, residing at 440
Irondale Road. Port Hadloek, Washington 98339, for and in consideration of the sum ofTEN
and NOli 00---($1 O.OO)---Dollars in hand paid. conveys and warrants fee simple interest to the
Grantee, JEFFERSON COUNTY, a Municipal Corporation, P,O, Box 1220 Port Townsend,
W A 98368, in the follllwing described real estate, and any after acquired interest therein,
situated in Jefferson County, State of Washington, to the same extent and purpose as if the
rights herein conveyed had been acquired under Eminent Domain statules of the State of
Washinglon:
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For legal description and additional conditions
see Exhibit A attached hercto and made a part hereof.
Thc land being conveycd herein contains an area of approximately ~ acrcs more or
less.
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Also, the undersigned hereby requcsts the Assessor and Treasurer of said County to
set.over to the remllinder of the herein described Parcel "A" the lien of all unpaid laxes, if
any, affecting the property hereby conveyed, as provided by RCW 84,60,070,
BEING the a portion of property conveycd to Grantor by Quit Claim Dccd Instrumcnt
from Curtiss B, Andcrson, said Decd having bccn recorded undcr Auditor Filc No, 089503 of
thc official records mainlaincd by the Jcffcrson Counly Auditor on or aboul May 4th, 2000,
and
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J., 'Irion County I WA JEFF CO DEPT PUBLIC we t 1. ,,,,
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This Deed is subject to easements and restrictions of records.
Grantor and Grantee agree that to the extent necessary to permit a reasonable reading
of this Warranty Deed subjects and verbs in the singular "person" shall include and refer to
subject and verbs in the plural "person" and vice-versa.
It is understood and agreed that the delivery of this real property 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, through the
Department of Public Works, by the Director/County Engineer.
GRANTOR:
DATED this ~day of -111 f1 ",-"it
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Mrs. Frances N, Anderson
, 2001.
GRANTEE:
DATED this ..2.2 ~ day of "J11a~eA
, 2001.
Accepted and approved
Jefferson County
Department of Pub lie Works
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By:A~ ak'_
Public Works Director/County Enginccr
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//11/1/11/1111111111111111111 br'il/III 11111111 1111 1111 ~:2~~~:~
J.".r.on CQuntv. WA JEFF CO DEPT PUBLIC EASE 11.1/10 .07P
EASEMENT
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Grantor and Grantee agree that to the extent necessary to penuit a reasonable reading of this
Grant of Easement subjects and verbs in the singular "person" shall include and refer to
subjects and verbs in the plural "person" and vice-versa.
It is understood and agreed that the delivery of this Easement is hereby tendered and that the
tenus and obligations hereof shall not become binding upon Jefferson County unless and until
accepted and approved hereon in writing for Jefferson County, through the Department of
Public Works, by the Director/County Engineer,
GRANTOR:
DATEDthis~dayof '}11 ~J.
, 2001.
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MRS. FRANCES N. ANDERSON
GRANTEE:
DATED this .;J:~ dayof~
Accepled and approved
Jefferson County
Department of Public Works
, 2001.
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Puhlie Works Director/County Engineer
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Parcel 29llQ..OlOl
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J.rr".on COunty, WR JEFF CO DEPT PUIILIC we 11.00
EXHIBIT A
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IRONDALE ROAD IMPROVEMENT PROJECT
APN 961800103
That portion of Block 1 of Irondale Division No.2 according to the Plat recorded
in Volume 2 of Plats on Page 129, records of Jefferson County, Washington,
lying southerly of the southerly right of way line of Irondale Road, County Road
No. 933507, described as follows:
Beginning on the southerly right of way line of said Irondale Road at a point
opposite centerline Highway Engineers Station (hereinafter referred to as
H,E.s,) 31 + 52.37 as shown on the Right of Way Plans for Irondale Road,
Project CR11 07, on file with the Jefferson County Public Works Department,
and 29,94 feet southerly therefrom; thence along said southerly right of way
line North 81036' 24" East, a distance of 157.82 feet to a point opposite
H.E,s, 33 + 14,67 and 23,13 feet southerly therefrom; thence continuing along
said southerly right of way line South 87032' 34" East, a distance of 84,98
feet to a point opposite H.E.s. 34+01.14 and 26.00 feet southerly therefrom;
thence South 02027' 26" West, e distance of 10.00 feet to point opposite
H,E.s, 34 + 01.14 and 35,00 feet southerly therefrom; thence North 87032'
34" West, a distance of 26.47 feet to the beginning of a 936,37 foot radius
curve to the left at a point opposite H,E,S, 33 + 76,67 and 35.00 feet southerly
therefrom: thence westerly along said curve an arc distance of 216.43 feet
through a central angle of 13014' 36" to the east right of way line of 7th
Avenue at a point opposite H,E,S. 31 +51,15 and 35.00 feet southarly
tharefrom: thence along said east right of way line, North 02027' 26" East,
a distance of 5,19 feet to the point of beginning,
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Jefferson County
Department of Public Works
PO BOX 2070
Port Townsend, W A 98368
Document Title: Warranty Deed
Reference Number of Related Documents: 2
Grantor(s): Rex D, Long and Shirley A. Long
Grantee(s): Jefferson County
Legal Description: Ptn. of Sec. 35, Twp, 30 N, Rug 1 W, W.M.,
Additional Legal Description is on Exhibit A of Document.
Assessor's Tax Parcel: 961802101
Federal Aid No. STPR-QI61(005).
Warranty Deed
Irondale Improvement Project Number CR 1107
The Grantor, REX D. LONG AND SHIRLEY A. LONG, husband and wife, residing at
750 Irondale Road, Port Hadlock, Washington 98339, for and in consideration of the sum of
TEN and NOli 00...($1 O.OO)---Dollars in hand paid, conveys and warrants fee simple interest
to the Granlee, JEFFERSON COUNTY, a Municipal Corporation, P.O. Box 1220 Port
Townsend, W A 98368, in the following described real estate, and any after acquired interest
therein, situated in Jefferson County, State of Washington, to the same extent and purpose as
if the rights herein conveyed had been acquired under Eminent Domain statutes of the State of
Washington:
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For legal description and additional conditions
see Exhibit A attached hereto and made a part hereof,
The land being conveyed herein contains an area of approximately 0.012 acres more or
less,
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Also, the undersigned hereby requests the Assessor and Treasurer of said County to
set-over to the remainder of the herein described Exhibit A the lien of all unpaid taxes, ifany,
affecling the property hereby conveyed, as provided by RCW 84.60.070,
BEING the a portion of property conveyed to Grantor hy Statutory Deed Instrument
frol11 Rohert IJ, Coulter and Rhonda M, Coulter, said Deed having been recorded under
Volul11e 517, Page 841 of the official records maintaincd by thc Jcffcrson County Auditor on
or about Novcmber 29, 1994, and
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Parcc1961802101
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J.".rlon CalmlY, WA IJEFF CO DEPT PUBL-Ie we 1'.00
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This Deed is subject to easements and restrictions of records.
Grantor and Grantee agree that to the extent necessary to pennit a reasonable reading
of this Warranty Deed subjects and verbs in the singular "person" shall include and refer to
subject and verbs in the plural "person" and vice-versa.
It is understood and agreed that the delivery of this real property is hereby tendered
and that the tenns and obligations hereof shall not become binding upon Jefferson County
unless and until accepted and approved hereon in writing for Jefferson County, through the
Department of Public Works, by the Director/County Engineer.
GRANTOR:
DATED this _Lday of !\t, cvr
, 2001.
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$A..:...~ (1. t:",-!~
SHIRLEY A. LONG
GRANTEE:
DATED this /~ day of
Accepted and approved
Jefferson County
Department of Public Works
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, 2001.
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By: Aa a...K6..
Public Works ireelor/Counl~ Engineer
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ST ATE OF WASHINGTON)
: ss.
County of )
On this -L day of rt~ flJ re,'\..., , 2001, before me personally appeared
to me known to be the individual(s) described in and who executed the foregoing instrument,
and acknowledged thal-f\._L~lsigned the same as ~ free and voluntary act and deed,
for the uses and purposcfsii1elbin mentioned.
GIVEN under my hand and official seal e day and.yetst aboy, writte .
"11111111"",,, "
~,,~ \.EA JAC"" ~ rJ
#,,,,~,'~~iiiii'i'" 0/',,- ' .J.,c,{,
~...,r.'" ..t"~..<I'",~ Notary Pu 'c in and for the State of
-='...~ "".' W h'
:.. \1(' .~~ as lOgton, . k
\ ... ~BI.../ ] Residing at ) '7]1::, elrJ-) sb. f-;)"I'~ 1c.'VJIlI:t3~/
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'rf.3,.l,Z2 I ~"::"~",,~ My Appointment Expires ,~lI-'tlQ., 1-1....?. '"/:)~3
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STATE OF WASHINGTON)
: ss.
County ofJefferson )
On this /3,-1\ day of IJ1 a yo cA. . 2001, before me personally
appeared ~a.fY ROIAl (f! to me known to be the Jefferson
County Public Works Dtreetor/County Engineer, that executcd the foregoing instrument, and
acknowledged said instrument to be the free and voluntary act and deed of said municipal
corporation, for the uses and purposes therein mentioned, and on oath stated that he is
authorized to execute said instrument and that the seal affixed is the corporate seal of said
corporation,
GIVEN under my hand and official se~1 ~ay and year last abo.ve written,
"'"'''' /('~ )t,~
_--~~l'- ..~:..:ttJ.i,1111 Notarr Public in and for the S ate of
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JI"er.en County. WR IJEFF co OEPT PUBLIC WD 11.00
EXHIBIT A
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APN 961802101
Thai portion of Block 21 of Iron dale Division No.1 according to the Plat recorded in VolumE' 2 of
Plals on Page 125, records of Jefferson County, Washington, lying soulherly of Ihe southerly
right of way line of Irondale Road, County Road No. 933507, described as follows:
Beginning on Ihe southerly right of way line of said Iron dale Road al a point opposite centerline
Highway Engineers Slatlon (hereinafter referred 10 as H.E.S.) 49+75.96 as shown on the Right
of Way Plans for Irondale Road, Project CR1107, on file with the Jefferson County Public Works
Departmenl, and 25.00 feet southerly therefrom; thence along said southerly right of way line
South 87'32' 34" East, a distance of 85.09 feet to the west right of way line of 4th Avenue at a
point opposite H.E,S. 50+64.88 and 16.56 feet southerly therefrom; thence along said west right
of way line South 02'27' 26" Wesl, a distance of 10.65 feet to a point opposite H.E.S. 50+67.1,1
and 27.00 feet southerly therefrom and at an Intersection with a curve concave to the south
from which point of Inlersectlon the radius point bears South 14'03' 57" West 422.87 feet;
thence westerly along said curve an arc distance of 85.68 feet through a central angie of 11'36'
31" to a point opposite H.E.S. 49+75.96 and 27.00 feet southerly therefrom; thence North
02'27' 26" Easl, a distance of 2,00 feel 10 the point of beginning.
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J"q""on Counlv, WA JEFF COUNTY PUBLIC W QeD 9.00
,\fI~'1 Rr~'I\Hljllg l((-(mll 'I'll;
EJ}.Sl'hmlt'
Wa..hinglllll !kl'illllllC11111ffish ami Wildlife
Ih':lll~~liltl' St'j "in's
(IUO('ill'illll\\'ayNmlh
OI)l1Il'la, WAlJS501.IOI)1
Aff #
Taxj
By's,
Jefferson County Excise Tax
Dale ~u
Sales Amt $ ~
Deputy Treasurer
lJllwlIlem Tille: Qllil Clailll Deed.
Hefelence Nil.: WDFW InvenlolY #320131.
Gramol: The Slale or Washingllln, The Deparlll1em uf Fish and Wildlife.
GI:tIlICC: Jefferson County, 11 municipal corporation,
Legal Description: I'urliun of E1/2 SEI/4 SEI/4, Sectlun34, Township 30 Norlh, Range I W.W.M.
Assessur's I'alecl Nil.: 961805801 A,Il,C.
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QUtT CLAIM DEED
TIlE GRANTOR, TilE STATE OF WASIIlNGTON, acting by and through
TilE DEPARTMENT OF FISII AND WILDLIFE, for and in consideralion of Ihe sum of
NINE THOUSAND, SEVEN HUNDRED, FIFTY-TWO und NOli 00 ($9,752.00) Dollars,
hcrein acknowlcdged as rcccivcd and sufficicnt, hercby quil cIuims to JEFJlEHSON
COUNTY, a municipal corporation (Grantce), the following dcscribcd real property situalcd
in Jcffcrson Counly, Washington, [0 wit:
APN 961805801A
Thai portion of Block 58 of Irondale Division No.2 according to the Plat recorded In Volumo 2
of Plals on Page 129, records of Jefferson Counly, Washington, lying norlherly of Ihe norlllerly
right of way line of Irondale Road, County Road No. 933507, described as follows:
Boginning alllle norll1west cornor of said Block 58 at a point opposite cenlerline Highway
Engineers Slallon (hereinafter referred to as H.E.S,) 24+92.49 as shown on the Right of Way
Plans for Irondale Road, Project CR1107, on file with Ihe Jefferson County Public Works
Dopartment and 64.50 feel norlllerly lherefrom; thence along the north line of said Block 58,
Soutl187' 32' 34" Easl, a distance of 334.11 feel 10 a point opposlle H.E.S. 28+39,37 and
71.18 feet norlllerly 1l1Orefrom; lhence SOlllh 77" 17' 42" Wesl, a distance of 92.66 foello a
poinl opposite H.E.S. 27+45,89 and 51.14 feel northerly therofrom; thence South 88' 42' 04"
Wesl, a distance of 77,74 feel 10 a point opposite H.E,S. 26+66.26 and 46.14 roelnortherly
thorefrom; Ihence Norlh 84' 18' 43" Wesl, a dlslance of 135.93 feel 10 a polnl opposite H.E.S.
25+26,92 and 46.14 feot northerly tl1erefrom; IImnco South 78" 33' 57" Wesl, a distance of
32.33 feel to tl10 west line of said Block 58 al a polnl opposite H,E.S. 24+95,81 and 35.24 feel
norlllerly thorofrom; 1I1enco along said west line, North 02' 27' 26" Eas129.43 feollo the point
of boglnnlng,
,
APN 96180580113
to
That portion of Block 58 of Irondale Division No.2 according 10 lito Plat recorded In Volumo 2
of Plals on Page 129, records of Jefforson Counly, Washington, lying norlhorly of tho norlllorly
rlgl1l of way line of Irondalo Road, County Road No, 933507, doscribod as foltows:
BOl1lnnlng on 1110 norlllorly right of way IIno of sold lrondalo Road at a polnl opposlto contnrllno
Hlnhway Englnoors Slallon (l1orolnnltor referred to as H.E.S,) 2BJ-46, 12 as shown on 1110 Right
of Way Plans for lrondalo Road, Projocl CR1107, on fllo with the Jefforson Counly Publlo
Works Doparlmonl, and 70.70 feolnorll1orly 1I10rofrom and 01 a point on the soulh rlghl of way
lino of Andorson Slroot; Ihonce along sold soulh rlghl of way line South 87" 32' 34" East, 0
dlManco of 70.76 fool 10 1110 norlllwostorly rig hi 01 way IIno of 7'" Avonuo 01 0 polnl opposite
H,E,S. 29132.42 and 60,07 foolnorthorly Ihorofrom; Ihonco alonn said norlllwoslorly tl{Jllt of
wny IIno Soulh 44" 45' 46" Woat, n distance 0120.02 fool 10 aald north right of way IIno of
Irondnlo Road 01 a polnl opposlle H.E.S. 29+14.79 and 48,21 loot norlllorly IImrefrom; thollco
alono sold norll1orly rllJl1t of wny IIno Nortll '74' 30' 38" Wost, a dlstanco of 67,02 fool 10 Iho
polnl of bOlJlnnllllJ,
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APN 961605801C
Theil portion 01 Biock 58 of Irondale Division No.2 according to Ihe Plat recorded In Volume 2
of Pials on Page 129, records of Jefferson County, Washington, lying northweslelly of the
norlhweslerly rlghl of way line of lrondate Road, Counly Road No. 933507, described as
follows:
3eglnnlng on Ihe northwesterly right of way line of said Irondale Road at a point opposite
centerline Highway Engineers 81allon (herelnaller referred to as H.E.S.) 29+62.27 as shown on
Ihe Righi of Way Plans for Irond,liaBpad, Project CRll07, on file with the Jefferson County
Public Works Deparlmenl, and'2~.7~Jeel norlhweslerly Iherefrom and at a point on Ihe
soulheaslerly rlghl of way line of ih'/'(venue; Ihence along said southeaslerly rlghl of way line
North 38' 21' 37" East, a dislance of 32.52 feet to Ihe soulh rig hi of way of Anderson Slreet al
a point opposite H.E.S. 29+88.56 and 49.10 feet northweslerly Iherefrom; Ihence along said
south rlghl of way line Soulh B7' 32' 34" East, a dlslance of 53.61 feet to said northweslerly
rlghl of way line of lrondale Road al a point opposite H.E.S. 30+42.54 and 33.23 feel
norlhwesterly therefrom; Ihence along said northwesterly right of way line, South 54' 10' 44"
Wesl, a dlslance of 24.64 feel 10 a poinl opposite H.E.S. 30+18.77 and 24.83 feel
northweslerly therefrom; thence conUnulng along said northwesterly righl of way line, South
74' 18' 13" West, a dislance of 44.07 feet to a point opposite H.E.S. 29+73.20 and 22.92 feel
northweslerly Iherefrom; lhence continuing along said northweslerly right of way line, Norlh 74'
30' 38" West, a distance of 11.77 feet to the point of beginning.
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This Deed is executed and delivered pursuant to RCW 77.12,220 at the request of the
Director of the Department of Fish and Wildlife with the approval oj the Fish and Wildlife
Commission, State of Washington. t!.. . . n
WITNESS The Seal of the Slate of Washington, affixed this '2.1 day of ~,2001.
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DEPARTM;:N'T OF PUBL I C WOAl<S
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CRO 719
Owl Cresk Bridge No. 11 W Replacement
Maple Crssk Road Co Rd No. 135109
M.P. 1.23 to M.P. 1.33
Permanent File Index
Psrmanent Flies (sent to bs filmed 7/8/02) are:
Archlval.Permansnt
All microfilmed
Foldsr #
#1 Red Folder
1. ResDlutlons/AgrBsmsntslFundlng and Affidavits
12/2/87 ProjecUWork Authorizalion
12/7/87 Resolution No. 96.87lnilialing CRO 719
12/4/87 WSDOT Federal Aid Project Prospectus
4/29/86 WSDOT City/County Agreement #LA 00776
1/23/69 Resolution No, 5.89 Revising Project
1/23/69 WSDOT Rsvlsed Prospeclus
4/17/69 WSDOT City/County Supplsment No.1
11/6/69 Resolution 99.69 Revising project
1/31/90 WSDOT City/County Supplement No.2
2. Deslgn/Psrmlts
Roadway Design worksheets & correspondence
12/7/67 SEPA Permit
12/7/67 Environmental Checklist
2/19/89 Hydraulic Project Application & 7/7/69 HPA & 3/16/89 HPA
3/30/69 Army Corps or Englnaers
4/20/69 DOE Water Quality Modlrlcatlon Number DE 69.S115
3. Matorlal Tostlng Ssrvlcos . NorthwDstorn Territories Inc,
Contract
4. Construction Contract
Cali ror Bids
Henry & Henrv Proposal
Henry & Henry Pay Estimates
Specifications & Contract Documents
5. Plio Book
6, Flold Notos
#2 Rod Foldor
1, InspDctors Dally RDDort & Wosklv Stmt of Working Davs
2. Matorlal Testing RODorts
3. Right of Wav
4. Flnsl RocDrds
5, Map
6, Photos
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CRO 719
Owl Creek Brldgs No. 11 W Replacement
Maple Cresk Road Co Rd No. 135109
M.P. 1.23 to M.P. 1.33
Working File Index
Working Flies (Iocatsd at Records Mgmt) are:
Office rstentlon 2yrs (sent to rscords mgmt 11/29/01)
Archival retention add'l 4 yrs (then records mgmt request to dlstroy)
NOT MICROFILMED
Folder # and Name Gf FDldsr
#1 Grsen FDldsr
1. Pay Estimates-Henry & Henry Construction
2. L & I Requirements all contractors
Intent to Pay Prevailing Wages
Certified Payrolls
Affidavit of Prevailing Wages Paid
3. Various Correspondence
Henry & Henry Construction
Pre.Constructlon Minutes
Northwest Territories
4. Right of Way Drafts
5. CGnstructlGn Propossls & Bid Records
6. Resolution/Agreement/Funding
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Washington State
Department of Transportation
Transportalion Building KF.01
Olympia. Washington 98504.5201
(2061753.6005
Duene Berentson
Secrelary at Transportation
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March 26, 1990
f~AR 2919'90
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Mr. Gary Rowe
Public Works Director
Jefferson County
1820 Jefferson st.
Port Townsend, WA 98368-5724
Jefferson County
Owl Bridge
F.A. Project No: BROS-2016 (007)
Agreement No: LA-0776
Work Orders: SL-0720 and SA-1224
Dear Mr. Rowe:
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We have received notification that this project has been com-
pleted. In the interest of expediting the closure of our
agreement with your agency, we have scheduled the project accounts
to close on June 22, 1990. If there are any additional eligible
expenditures incurred on this project that your agency would like
to claim, please process a final billing prior to this date. If
you require an additional billing form, contact your District
state Aid Engineer.
In the event your agency is not able to prepare its final billing
prior to the scheduled closure date, please submit a written re-
quest for a time extension to the District state Aid Engineer. No
additional billings will be processed after the scheduled closure
date unless a time extension has been approved.
Also, if the contract on this project exceeded $1,000,000., please
submit a completed PR-47 form to your District state Aid Engineer
(Secondary and Railroad projects do not require the PR-47 form).
Sincerely,
-rC;?!~l~
TOM PLAKINGER
Fund Allocation ngineer
State Aid organization
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cc: Materials Lab
Dob Holcomb, Dist. 3
Agency Accounting
Dist. 3 Accounting
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