Project Review & Correspondence
E. G Caldwell
PO Box548
Yelm, WA 98597-0548
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City of Yelm
105 Yelm Avenue West ,
P 0 'Box' 479 '
Yelm, Washington 98597,
(360) 458-3244
Date July 9, 1996
To Yelm Planmng CommIssIon
From CathIe Carlson, CIty Planner
Re: Case No. SUB-8168, Mill CIrcle
A. ~ubhc Hearing Objective: The Plannmg CommIssIOn must determme If the proposed
prelumnary plat appltcatIon IS conSIstent WIth the CIty ofYelm Land Use and SubdlvlsIOn,Ordmance
and make a recommeBdatIOll to the Yelm CIty CounciL
B. Proposal: The applIcant, John Huddleston, has applIed for prelImmary subdIVIsIOn
approval for 29'sIngle family resIdentIal lots The subdIVIsIOn IS proposed to be built m three phases
Phase I includes 18 reSIdentIal 'lots a'nd all, mfrastiucture and stormwater Improvements necessary to
ServICe total builq-but of the project Phase's II and II of the project are scheduled for constructIOn
followmg the Yelm Sewage Plant Upgrade The project SIte totals 9 5 acres
C. Findm2s:
E'xlstmg Land Use The parcells 9 5 acres and undeveloped.
2 AdJacent Land Uses
North. Mill Pond School
,S.outh: There are smgle family reSIdences developed 'at ,rural mtenslty
East Between the proposal SIte and Mill Road there aresmgle family reSIdences' at
rural mtenslty
West Undeveloped
3 ComprehenSIve Plan. The SIte IS deSIgnated Low De.nslty Smgle Family ReSIdential
4. Zonmg. Chapter 17 12', Low DenSIty ReSIdentIal DIStrtct(R-4)
, 5 Traffic A Traffic ScopmgAnalysIs was prepared by S Ch(;lmberlam and ASSOCiates,
Inc The full build-out of the project will generate thlrty(30) PM Peak Tnps The'
traffic Impact to the 5-Corners mtersectlon will be 10 PM Peak Tnps The appltqant
IS reqUIred to IllitIgatethe project Impacts to 5-'Cotners at $30000 per PM Peak Tnp
The appltcant's finanCIal responsiblltty for 5-Cbrners Impacts are 10 tnps at $300 00
= $3,000 00 Mitlgat1Cm fees are payablepnor to final plat approval.
*
Rec)'cle,d paper
Case No SUB-8168/Mill CIrcle .Prellmmary Plat
Page 2
July 9, 1996
The apphcant IS reqUIred to construct a resldentlal access street from Mill Road to and
through tne SIte All constructIOn draWIngs must be approved by the CIty of Yelm,
Pubhc Works Department
6
Open Space Per YM~, 'Chapter 16 14, smgle family reSIdentIal developments are
reqUIre to prbVId~ five percent (5%) Qf the gross area m pubhc open spaces or pay a
fee m heu of dedlcatIOI1, the applIcant proposes t9 pay the fee in lIeu of the op,en
space dedIcatIOn. The fee IS calculated at 71 ~ per square foO! of reqUIre open spac~
The open space reqU1rem~ntfor the proposed project IS 20,691 square feet at 77~ per
square foot = $15,932 07
7 Wastewater Ppase I of the project will be served wIth eXlstmg capacIty at the Sewer
Treatment Plant Phase II and III IS subject to the successful upgrade of the Sewer
Treatment Plant scheduled for late 1997 ExtensIOn of the 'curfent lIne on Mill Road
IS the responsibihty ofthe apphcant anqwill be constructed perstandards m the Sewer
ComprehensIve Plap and CIty ofYelm Development GutdelInes,
8 Water Supply The ~lte IS currently m th,e water servIce area and will be served by the
CIty ofYelm. ExtensIOn of the current hneon Mill Road IS the responsiblhtyofthe
applIcant and will be constructed per standards In the Water ComprehensIve Plan and
, CItY of Yelm Development Gutdelmes
9 Dramage/Stormwater A PrelImmary Dtamage Report was prepared by S
Chamberlamand ASSOCiates, Inc Tract A IS deSIgnated as the stormwatec faclhty
and wIll be held m common by the homeowners aSSOCIatIOn. Final Stormwater
De'sIgn shall be m complIance WIth City of Yelm Development Standards and
approved by the City of Yelm PublIc Works Department
- 10 UtIll!leS T:heslte IS served by Puget Power, Yelm Telephone .and Washmgton
Natural Gas.
U Fire~Ptotectlon. Thurston County Fire DIStrICt #2
12 Pohce ProtectIOn. CIty of Yelm
13 EnVironmental ReView An MitIgated Determm,atlon ofNonSlgmficance'was Issued
on May 21, 199q MitIgatIon mc1uded ,$3,00000 cOI1tributlorfto reduce Impacts to
the 5-Corners IntersectIOn, $650 00, per reSIdential umt, contributlbn t~ the Yelm
School Dlstnct to reduce Impacts to the School DISt~Ct, and requtted the proposed
plat be reVIsed to no mbre thC\.n 30 resldentHil umts based en sewer-capaCIty
14 Homeowners AsSOCIatlOn. Tract A of the plat IS the stOnllwater facility mauitenance
- ~~ -~~._..~-
Case No SUB-'8168/Mill CIrclePrelImmary Plat
" Page 3
July 9, 1996
i '
and repair of the facilIty IS th~ responsibilIty of the homeowners A ,Homeowners
ASSocIatIOn Agreement shall b,e recordedwIth the final plat.
D. ST AFF RECOMMENDATION
Staff recommends that Mill Clrcl~, SUB-8168, be approved, based on the findmgs m SectIonC, and
subJ~ct to the cbnditIqns m SectIon D of thIS report
1 The traffic Impact to tl1e' 5-Corners mtersectIOn will be 10 PM Peak Tnps The app"lIcant IS
reqUIred to mItIgate the project Impacts to 5-Corners at $30000 per PM Peak Tnp The
applIcant's fimmcml responsibi,lIty for 5-Comers Iplpacts are 10 tnps at $300 00 =0 $3,00000
MitIgatIOn fees a~e payable, pnor to final plat approval
2 The applIcant IS reqUIred to construct a reSIdentIal access street, per'the Yelm Development
GUIdelines, from Mill Road to and through the sIte All constructIOn drawmgs must be
approved by the CIty of Yelm PublIc Works 'Department
3 The applIcant shall pay the fee m lIeu of the open space dedIcatIbri, the fee IS calculated at
77 ~ ,per square (oot of reqUIre open space The open space requIrement for the proposed
project IS 20,691 squ~re feet at 77~ per square foot == $15,932 07
4 ExtensIOn and n~cessary upgrade of the current water lme on Mill Road IS the responsibilIty
,of the applIcant apd will be constructed per standards m the Water ComprehensIve Plan and
City ofYelmDevel?pment GUldelmes
5 Phase I of the project WIll be served wIthexIstmg capacIty~ at the Sewer Treatment Plant
Phase II and III IS subject to the successful upgrade of the Sewer Treatment Plant. ExtensIOn
and necessary upgr-ade of the current sewer lme on Mill Road IS the responsibilIty of the
applIcant and will be,' constructed per standardsm the Sewer ComprehensIve Plan and City
of Yelm Development GUldeh~es
6 F;malStormwater DesIgn and constructIOn shall be ni complIance WIth ,CIty of Yelm
Development Standards and approved by the CIty of Yelm PublIc Warks Departmenf
7 The applIcant shall submIt a Homeowners Agreement for approval ,by the City The
Agreement, at a ITllmmUm shall contam proVIsIOns for the homeowners Jomt oWnerShIP of
Tract A and authonie the homeowners aSSOCIatI~n to assess and collect fees for the
mamtenanc~ and repaIr of the stormwater facilIty Th~ Homeowners Agreement shall be
referenced on the face of the plat and recorde9 WIth the final plat
8 'The applIcant shall comply WIth MitIgatIOn Agte'ement, recordmg number 3016733, between
the Yelm S2hool DIstnct and the ApplIcant. Per the MitigatIOn Agreement, the, applIcant shall
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Case No SlJB-8168/Mill CIrcle PrelImmary Plat
Page 4
July 9, 1996
pay the Yelm School DIstnct, $650 00 per resIdentIal umt The mItIgatIOn fee IS due and
payable pnor to Issuance of buildmg permIts
9 The applrcant shall provIde fire hydrant's on-sIte CQnstructIon Drawmgs shall be ,m
complIance WIth City of Yelm Development Standards and approved by the City of Yelm
PublIc Works Department.
0::
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City of.-yelffl
.
105 'Yelm Avenue West
POBox: 479
Yelm, Washington 98597
(300) 458-3244
NOTICE OF PUBLJC HEARlNG
(SUB-8168) MILL CIRCLE
A Preliminary Plat proposal
for 30 residential lots.
The City of Yelm Planning Commission will hold a public heanng to receIve comments on a
Preliminary Plat proposal (SUB-8168) for 30 residential lots located on the west side of Milll Road
and south of Mill Pond School. The public hearing will be held on Monday, July 15, 1996, at 4:00
pm in Yelm City Hall Council Chambers, located at 105 Ye!m Ave W, Yelm, WA. All interested
parties are invited to attend. Written comments must be receIved prior to the hearing to be
consIdered by the Planmng Commission, and should be directed to the Yelm Planning Commission,
PO Box 479, Yelm, WA 98597, or delivered to City Hall.
The Yelm City Council will hold a public hearing to receive comments on the PrelimInary Plat
proposal (SU8-8168.) Tne public hearing wlil be held on Wednesday, July 24, 1996;~ at 7.30 pm In
Ye!m City Hal[ Councii Chambers, located at 105 Yelm Ave W , Yelm WA. All interested parties are
Invited to attend. Written comments must be received pnor to the hearing to be considered by the
City Council, and should be directed to the Yelm City Council, PO Box 479, Yelm, WA 98597, or
delivered to City Hall. Additional infonnation may be obtained by contacting Cathie Carison, City
Planner, at Yelm City Hall, (360) 458-8408
ATiEST
Agnes Bennick, City Clerk
DO NOT PUBLISH BELOW THIS LINE
Published; Nisqually Valley News Thursday. July.:1.. 1996.
Mailed to adjacent property owners July 1. 1996
Posted In public areas Juiy 1. 1996
@
R<<ydt:J paper
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, CITY OF YELM PRELIMINARY PLAT OF MILL cIRCLE ESTATES
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LEGAL DESCRIPTION
toT J 01 crrY 01 YEfJI sHO/l'f PUT )fO. m5S
REC()RDSD UNDIR AUDl7Of(S ru.& l<<J.. pU)9Z1Orn.
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JtECORM or nwRSTOII coWlTY. "A3HJNGTOII.
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PLAT DATA
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A..RtA or J'OTAL stm '-6 ACRES IJiCLWIJIG pur ROADS
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NIDlBER 0' ~ "III:J PHASJ:S (34 rorA.1. mm'S)
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pIUS. 5 5 IJ1TS TOR 10 T01DiHOUSr IJN1f5 (1'I}T1JlB u.tts)
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PUBLIC RO.4JlS: LEHCT'H" 253Ct +1-
sll)J.LEST LO~ 8400 SQ.rr_
AVERAGE lUT: ~ sq. n.
DENSITY: "is UNITS pK/t ACRI
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UTIUTIES
E:LEC1'fUCrTY: pUGET podH
TELEPHONE: YElJI rf>UPHOHE
sraJt CJTY OF YWI SIJITTARY SElfER
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cAS: WASHJ1{GTON NAfI,1RA.L CAS
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VERTICAL DATUM
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CITY OF YELM SEWER DATUM
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PO. BOX J206
YELM. WA. 98597
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PROFESSIONAL LAND SURVEYORS
18225 COOK RD. SJ: p"o. BOX 908
nUl WASKINGTON g~97
360 4~8-2a94
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City of Yelm
105 Yelm Avenue West
PO Box 479
Yelm, Washington 98597
(360) 458-3244
Date June 5, 1996
To John Huddleston
From. City ofYelm Site Plan ReView COmmIttee
Re: Capacity and availability of sewer for applicant's three parcels located in the
vicinity of Mill Road. The parcel's include Mill Circle, Mill Park and Hwy.
507/104th,
1. Distribution ofERU's
The distributIon, of the 30 ERU's on the above lIsted sItes, IS the applIcant's optIOn provided the
followmg nummum reqUIrements are meet
~
D
(~
A
Each of the three parcel's must mamtam a nummum of 1 ERU Tlus is necessary
so that the creatIOn of an unbuildable lot does not occur
The applIcant can choose to phase any or all of lus projects. Phase I (of combmed
parcels) can not exceed 30 ERU's AddItIOnal phases can not exceed the
maXimum densIty allowance of 4 dwellings umts per gross acre
C
The face of each plat map must mdIcate any lots wluch may be developed at a
lugher densIty of 1 umt per lot, such as duplexes (includes all phases of
development. )
The current sewer Ime can adequately accommodate 30 addItIOnal ERU hook-ups
Lme extensIOns necessary to servIce the mdIvIdual SItes will reqUIre 4" diameter
lInes, PrelImmary approval of Phase II development does not guarantee that sewer
or water Ime capacIty will be available m the future Upon completIOn of the
Sewer Treatment Plant Upgrade addItIOnal ERU's will be available Lme capacIty
for the additIOnal ERU's shall be evaluated at that tIme
PrelInunary plat approval for all phases of development IS valId for five years WIth
the abilIty to apply for a I year extensIon. After prelurunary plat approval, Phase I
development can proceed WIth the final plattmg process, At the end of the
approval penod If addItIOnal capacIty at the Sewer Treatment Plant has not
become available, approval of addItIOnal phases of the project shall expire
@
Recycled paper
F All mfrastructure reqUIred to serve Phase I lots must be mcluded m Phase I of the
prehmmary plat. Per the Yelm Development GUIdelmes, cul-de-sacs are lImIted to
600 feet m length from the nearest through street (Mill Road), therefore the entIre
loop road and accompanymg mfrastructure (utilItIes) must be mcluded m Phase L
2. Transfer of ERU' s from McFall Property
A. Sewer lme capacIty on Mill Road can accommodate the transfer of 14 ERU's from
the McFall property
B The McFall property must mamtam a mIrumum of 1 ERU
C lfthe applIcant chooses to transfer ERU's from the McFall property, addItIOnal
ERU's for the McFall SIte will not be available until completIOn of the Sewer
Treatment Plant upgrade
3. Residential Care Facilities
A.
To calculated ERU usage for a reSIdential care facilIty the City uses the followmg
formula. 240 gallons per day (1 ERU) multIplIed by 65% equals the gallons per
day consumptIon per reSIdential urut wIthm the care facilIty
&-5
240 x 65% = 156 gallons per day
156 x J~fresldentlal umts ~ # ofERU's reqUlred 2 (r/~;:J:'
_._-----/
B Per the zorung code, sectIOn 17 06 678, the defirutIOn for a reSIdential care facilIty
states, m part, that "a reSIdential care facihty means a facilIty, lIcensed by the state,
that cares for at least five but not more than fifteen people m a state lIcensed
facihty, that has not been lIcensed as an adult family home " Please refer to
attached defirutIOn for the complete language
17,..06.670 Property line. "Property line" means a line bounding and indicating the ownershIp, or
intended ownership, of a parcel of land.
17.06.672 Recreational vehicle. "Recreational vehicle" means a portable structure such as a motor home,
travel trailer, equivalent facilitIes 10 or on an automotive vehIcle, tem or other short-term recreational
shelter desIgned as a temporary dwelling for travel, recreation and vacation uses
17 06.674 Recreational vehicle park. "Recreational vehicle park" means a parceL or tract of land havmg
designated areas for rent to one or more persons for temporary parkIng or placement of a recreational
vehicle as opposed to permanent year-round occupancy
17 06.676 Recreational vehicle site. "Recreanonal velucle sne" means an area desIgnated for rent for
the parking or placement of a recreational vehIcle
17 06.678 Residential care facility. "ResIdennal care faCIlIty" means a faclluy, lIcensed by the state, that \
cares for at least five but not more than fifteen people III a state llcensed fac 11 Iry , that has not been \
lIcensed as an adult family home pursuant to Chapter 70 128 RCW These facIlmes lllclude, but are nOt \
lImIted to boardmg homes as licensed by Chapter 18 20 RCW III accordance With Chapter 246-316 I
WAC, reSIdentIal trearment facil1ty for psychIatrIcally unpaIred chIldren and youth III accordance wuh
Chapter 71 12 RCW and WAC 246-323-010(32), adult reSIdential rehabIlnatlon cemer m accordance wHh '
Chapter 71 12 RCW and WAC 246-325-010(3), pnvate adult trearment home III accordance wuh Chapter \
71 12 RCW and WAC 246-325-010(28), alcoholIsm treatment facilIty III accordance With Chapter 71 12
RCW and WAC 246-326-010(6), congregate care faciliry III accordance wlth Chapter 71 12 RCW,
Chapter 18 20 RCW and WAC 388-15-560, evaluation and trearment facll1ry III accordance wlth RCW
71 34020(6), group trammg home III accordance wlth RCW 71A 22 020(2), group care faCliltv III
accordance wlth RCW 74 IS 020(3)(a), and foster farmly homes III accordance wlth RCW 74 15 020(3)(f)
or congregate care facilmes for semor housmg wuh central cookmg faClimes, group homes for chlldren.
safehomes and comparable facIlmes as determmed by the approval auchomv
17.06.680 Section. "Section" means any of the vanous sectIons of [hIS zomng mle, unless OtherWise
dearly mdlcated by the comext.
17 06.682 Setback. "Se~back" means the distance be~ween any bUIldmg and the adjacent facmg lor lme
1706.683 Shoreline. "Shoreline" means a lme derermmed by the "ordmarv hIgh water mark" as defined
m the Shorelme Management Act or 1971, as follows
"Ordmary hIgh water mark" on all lakes, screams and tIdal water IS that mark that Will be found
bv exammmg the bed and banks and ascen:aImng where the presence and acnon of waters are so common
and usual and so long commued m all ordmarv vears as to mark upon the soil a charaCter dlstmc: trom
that of the abuttIng upland. m respect to vege~atIon as that condmon eXIStS on the effectlve date of thIs
chapter or as It may narurally change thereafter' PROVIDED that m any area where the ordmarv hIgh
water mark cannot be found. the ordmary lugh water mark adjommg saltwater shall be the lme of mem
hIgher hIgh tlde and the ordinary hIgh water mark adjommg fresh water shall be the lme of mean hIgh
water (Or. as shown by markmgs of water surface comammants on rocks. bulkheads pIl10gs or orher
relatively permanent strucrures or narural fearures )
17 06.684 Single-family dwelling. "Single-famIlv dwellmg" means a residennal bUIlding comammg only
one dwellmg unn ennreiy surrounded by open space or yards on the same lot. Smgle-famIly dwellmg
mcludes factOry-built home
17 06.685 Site pian review committee. "Site plan review commmee" means a commIttee composed of
the City planner, who shall serve as chamnan of the commmee the my admmIsrraror, the CIty dlrecror
of pubiic works and the buildmg offiCIal, or chelr deSIgnees
17.06.688 Special uses. "SpeCIal uses" means cen:ain uses WhiCh. because of speCial reqUirementS,
unusual character, SIze or shape, mfrequent occurrence or possible demmemal effects on surrounding
17 06 - 12
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S 89"23'24" E 2733.64
REVISED PRELIMINARY SHORTPLAT FOR JOHN HUDDLESTON
NW SECTiON 30
FND STONE MON
TiED JAN 7994
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N 7/4 SECTION 30
CALC PER SHORT
PLA T IN VOL. 78
PC 255
1/2" IRON PIN WAS
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W 7/4 SECT/ON 30
F'NO 5/8 REBAR
JAN 199L
SCALE:. =50
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iOG
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E T'? UE &. 4SS0C
LAND SURVEYORS
POBOX 908
YEL\f. WA 98597
(360) 458-2894
~f ,I:.
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YELM, WASHINGTON 98597
AFFIDAVIT OF PUBLICATION
----....
MmGATED DETERMINATION
OF NONSIGNIRCANCE
Proponent: John Huddleston
Description of Proposal: Preliminary Plat of
9.5 acres Into 31 single lamily residential
lots.
Location of the Proposat West 01 Mill Road
and north of 109thAve.
Sectlonf Townshipf Range: NE 1/4 01
25/17Nf1E, Tax Parcel 21725140200
Threshold Determination: The City of Yelm
as lead agency for this action has cIelermined
,that this proposal ~ have a probable
sigliIi:ant a<Mlrse impact on the envirtn1ienl
Therelore, an environmental Impact
statement (EIS) will not be required under
RCW 43,21C.03O(2)(c). This decision was
made aller review of a completed
environmenlaI cheCklist and other information
on file with the lead agency. This inlonnation
is available to the public on request
Conditions! Mitigating Measures:
SEPA CASE NO.. 8168
l.The applican1.shall contribute financially
to the Ftve-Comers interSection improvement
andror the Y-2 A1temate Route as specified
in the 1992 Yelm Comprehensive
Transportation Plan, Contribution is based
on the number of automobile trips generated
by this site during the PM peak hour. Total
PM Peak hour trips proposed to travel
through the Five-Comers intersection are
10 trips at $300.00 per trip = $3,000.00. The
mitigation fee is due and payable prior to
final plat approval.
2. The applicant agrees to mitigate impacts
to the Yelm School District pursuant to
Mitigation Agreement, File #3016733, as
recorded In Thurston County. The applicant
agrees to pay the School District $650.00
per single family residential unit. Fees are
payable at time of building parmi! issuance. I
3. The City Sewage System has capacity
for an additional 30 single family residential
connections in the effected basin. The plat
shall be.revised for a maximum of 30 single
family lots.
Lead agency: City of Yelm
Responsible Official: Kathy Wof!, Mayor
Date of Issue: May 21,1996
Comment Deadline: 5:00 pm, June 5, 1996
Kathy Wolf, Mayor
This Determination of Nonsignificance is
Issued pwsuant to Washing1Iln AaninIstra1iw
Code 197-11-340(2), TheCilyofYelm will
not act on this proposal prior to 5:00 p.m.,
June 5, 1996. Comn8lts must be submitted
to Catherine Carlson, City Planner, P.O. Box i
469, Yelm, WA 98597 by 5:00 p.m., June '
5,1996,
You may appeal this determination to the
Yelm City County, at above address, by
submftIing a WTitIen appeal no later than 10:00
a.m" Monday June 17 1996. You should
be prepared to make specific factual
objections. ContactAg'Bs Bemick, City Clerk,
to leam more about the procedures for
SEPAappeals. This MONS is not a permi!
and does J1Ql by itsef! constitute project
approval. The applican1 must comply with
all applicable requiIanmls of the City of YeIm
prior to receiving construction permits.
Published in the Nisqually Valley News
on May 23,1996.
STATE OF WASHINGTON
County of Thurston
Fiona Reeves
, being first duly sworn on
oath deposes and says that she/he is the ,general manager
of the Nisqually Valley News, a weekly newspaper That said newspa-
per is a legal newspaper and has been approved as a legal newspaper
by order of the superior court in the county in which it is published and
it is now and has been for more than six months prior to the date of the
publications hereinafter referred to, published in the English language
continually as a weekly newspaper in Thurston County, Washington, and
it is now and during all of said time was printed in an office maintained
at the aforesaid place of publication of said newspaper
That the annexed is a true copy of
Mitigated Determination
of Nonsignificance - re John Huddleston
as it was published in regular issues (and not in supplement form) of said
1
newspaper once a week for a period of
consecutive weeks, commencing on the
23
day
of
May
19
96 , and ending on the
23 day of May ,19 96
both dates inclusive and that such newspaper was regularly distributed
to its subscribers during all of said period. That the full amount of the
fee charged for the foregoing publication is the sum of $
which amount has been paid in full.
~-
45 00
Subscribed and sworn to before me this
23
day of
Mav
19
g6
~ L d k:f~ILYL~U
Notary Public in and f6r the State of Washington,
~
residing a~, Washington.
This form officially sanctioned by the
Washington Newspaper Publishers' Association
SEPA NO 8168
MITIGA TED
DETERMINATION OF NONSIGNIFICANCE
Proponent:
John Huddleston
Description of Proposal.
Preliminary Plat of 9 5 acres into 31 single family residential lots
Location of the Proposal:
West of Mill Road and north of 109th Ave
Section/T ownship/Range
NE 1/4 of 25/17N/1E, Tax Parcel 21725140200
Threshold Determination
The City of Yelm as lead agency for this action has determined that this
proposal does not have a probable significant adverse impact on the
environment. Therefore, an environmental impact statement (EIS) will not be
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
lead agency This information is available to the public on request.
Conditions/Mitigating Measures.
SEE ATTACHED
Lead agency
Responsible Official:
City of Yelm
Kathy Wolf, Mayor
Date of Issue
Comment Deadline
May 21,1996
5 00 pm, June 5, 1996
Kafw?Mto~
This Determination of Nonsignificance is issued pursuant to Washington Administrative Code 197-11-340(2) The City
of Yelm will not act on this proposal prior to 500 pm" June 5, 1996 Comments must be submitted to Catherine
Carlson, City Planner, POBox 469, Yelm, WA 98597 by 500 pm, June 5, 1996
You may appeal this determination to the Yelm City Council, at above address, by submitting a written appeal no later
than 1000 a m'l Monday June 17,1996 You should be prepared to make specific factual objections Contact Agnes
Bennick, City Clerk, to learn more about the procedures for SEPA appeals This MONS is not a permit and does not
by itself constitute project approval. The applicant must comply with all applicable requirements of the City of Yelm prior
to receiving construction permits
DO NOT PUBLISH BELOW THIS LINE
Published Nisqually Valley News, Thursday, May 23, 1996
Posted in public areas Tuesday, May 21, 1996
Copies to Dept. of Ecology w/checklist
All agencies/citizens on SEPA mailing list and adjacent property owners.
.r
ATTACHMENT
SEPA CASE NO 8168
1 The applicant shall contribute financially to the Five-Corners intersection improvement and/or
the Y -2 Alternate Route as specified in the 1992 Yelm Comprehensive Transportation Plan
Contribution is based on the number of automobile trips generated by this site during the PM
peak hour Total PM Peak hour trips proposed to travel through the Five-Corners
intersection are 10 trips at $300 00 per trip = $3,000 00 The mitigation fee is due and
payable prior to final plat approval
2 The applicant agrees to mitigate impacts to the Yelm School District pursuant to Mitigation
Agreement, File #3016733, as recorded in Thurston County The applicant agrees to pay
the School District $650 00 per single family residential unit. Fees are payable at time of
building permit issuance
3 The City Sewage System has capacity for an additional 30 single family residential
connections in the effected basin The plat shall be revised for a maximum of 30 single
family lots
:\ .
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POBox 3485
Lacey, Washington
98509c3485
6zi,WoodlandSquare Lp SE
LaceYi~Washihgton98503 .
;.irA;r;~i~,.j~i~^~~,'~i~~,; ,~~,~ ~.:. ':
,. 'Lacey:'(3'pO>::4,93~60qi
." :';; 'Fax;,:;;(360).493-247.6 "
~~~~~~~I:~;:~( 'c 8~248i1~~;t~;::,~
s. Chamberlain & Associates, Inc.
~~~
May 13, 1996
Ken Garman
CIty of Yelm
PO Box 479
Yelm, W A 98597
(360) 458.4348 FAX
RE: Mill Creek Estates
Preliminary Drainage Report
SeA #95069.3
Dear Ken.
We have completed our inItial reVIew of the three engineenng documents
prepared by Benton Cook, P.E., assocIated WIth Mill Creek Estates prehmmary
storm dramage designs. These documents were dated July 28, 1995, November
24, 1995, and March 29, 1996. We focused our reVIeW pnmarily on the March 29,
1996 report as it appeared to have been prepared to address the DOE Stormwater
Manual.
Unlike the Thurston County Manual, the DOE Stormwater Manual does not
lllpose a rIgId set of gUldehnes for a Prehmmary Dramage Plan and Report.
With thl8 m mmd, the followmg reVIew comments speak to the adequacy of the
proposed deSIgn to meet the followmg obJectlves of the CIty ofYelm.
. PrOVIde for control/storage of runoff to mmllllZe lllpacts to downstream
dramage systems, overflow paths, watercourses, natural streams, and/or
rrngatlon facilitles.
. Protect eXl8tmg groundwater resources from contammants m stormwater
. Mamtam recharge of groundwater resources by mmllllZmg runoff from
developments.
. PrOVIde for conveyance of flood flows m a manner that protects new
developments and downstream properties.
Our comments are as follows.
REPORT
Plans that we revIewed rod not mrocate how storm water runoff 18 to be collected
and conveyed throughout the development. You stated that a conventlOnal catch
basm and underground pIpmg scheme 18 proposed, the baSIC requrrements for
catch basm spacmg; pIpe type, etc., should be adhered to m accordance WIth Yelm
Development GUldehnes.
The soils report mrocates a loamy horlZon (about 2 feet thIck) m the area of the
proposed mfiltratlOn pond. Thl8 18 typical of the Spanaway senes. The engmeer
proposes to utilize the loam surface as the pond bottom (infiltratIOn surface), Le.,
thl8 loamy material will not be disturbed.
ENGINEERING
PLANNING
SURVEYING
.
.
Ken Garman
May 13, 1996
Page 2
The sIte does he withm the mmts of an aquIfer sensItIve area. Thus, stormwater
treatment IS CrItIcal for thIS proJect.
The desIgner notes that "stormwater facilitIes constructed outside the street
margms will be the responsibility of the owner of the parcel upon whIch facilitIes
are constructed. A homeowner's assocIatIon will not be formed." If the CIty is
not interested m mamtammg the plat's stormwater mfiltratIon pond and
bIofiltratlOn swale, It would appear prudent that a- homeowner's aSSOCIatIOn be
responsible for mamtenance and should own the dramage tract.
The DOE Stormwater Manual {Table I . 4.6) sets allowable BMP's for stormwater
treatment. The deSIgner's selectIon of a bIOfiltratIon swale and an mfiltratIon
basm matches the requIrements m the Manual.
The mfiltration basm WIth the underlymg undISturbed loamy materIal
provIdes tre~tment of "conventIOnal pollutants" and provIdes "nutnent
control" The mfiltratlOn basm reqUIres pretreatment; the bIOfiltratlOn
swale provIdes that requIred "pretreatment" It appears the swale and
mfiltratIOn concept IS well sUIted consIdenng sIte topography, soils
condItIons, and the nature of the development. I have enclosed a copy of
Table 1.4.6 for your review
The geotechmcal engineer for the project encountered indIcators of seasonal hIgh
groundwater (approximately 3 feet below the surface) in the area of the proposed
blOfiltratIOn swale and mfiltratIOn basm. InfiltratIon tests were performed
reveahng an infiltration rate of approxunately 25 mches per hour The deSIgner
used 8 mches per hour for deSIgn purposes. His approach appears reasonable
WIth respect to selectIon of deSIgn mfiltratIOn rate and clearance to seasonal hIgh
groundwater
CALCULATIONS
The - designer assumed a baSIC premlSe that roof runoff would be drrected to
splash blocks WIth infiltratIOn occurrmg onsIte WIthout the use of an
underground mfiltratlOn gallery The balance of rmpervIous surfaces (drIveways,
SIdewalks, and roadways) will have runoff directed to the blOfiltratIon swale and
infiltratIon basm,
The deSIgner used a 100 year, 24 hour preCIpItatIOn amount of 4.5 mches. The
100 year event for Thurston County IS 6.15 mches. The designer should provIde
InformatIOn on the source of his 100 year preclpItation depth WIth hIS final deSIgn
calculatIOns.
The biofiltratIOn swale calculatIons conflIct WIth respect to bottom WIdth, m one
mstance the swale is defmed as an 8 foot bottom, and m another mstance the
swale IS defmed as havmg a 20 foot bottom WIdth. The deSIgner proposes a
longitudInal slope of 0 75%, the DOE Manual recommends slopes between 2% to
4%. The flat slope could lead to ponding of runoff m the swale WhICh would lead
t~r~~;:"~(\~~~1~
ENGINEERING
PLANNING
.
SURVEYING
.
v
:;:::;;.'
f"
7"
Ken Garman
May 13, 1996
Page 3
to saturated soils and poor grass conchtions durmg Winter and Spnng periods. A
solutIon would be to increase the slope and/or provide an underdram. However,
If the loamy soils do mdeed infiltrate at a rate of 25 inches per hour, the soils
underlymg the swale, are not likely' to remam saturated for any length of tIme.
The swale length of 200 feet matches the DOE recommended mmimum of 200
lineal feet. Because the blO:filtrabon swale can be considered a pretreatment
BMP, the removal of pollutants m the blOswale itself is not as cnbcal because
pollutant removal will also be prOVIded in the loamy material wIthm the
mfUtratlOn basm. (For comparison purposes, if this project was subject to the
Thurston County Dramage Manual, the 20 foot WIde bIofUtratlOn swale would
need to be 167 feet long to meet the ManuaYs requIrement for 2,000 square feet of
blOfUtratIo~ area per illlpervIous acre.)
The deSIgner estilllates a requIred storage volume of approximately 5,600 cubic
feet. It appears this v9lume can be contamed wIthm the proposed mfiltration
basm WIth adequate freeboard. You stated the designer proposes to mcorporate
an emergency overflow structure or spillway (For companson purposes, if the
Thurston County Manual was apphed, the project would reqUIre a storage
volu,me on the order of 5,000 cubIC feet.)
The deSIgner proposes crest WIdths for the mfUtrabon basm levees of 1.5 feet,
levee slopes of 3 1, and approxilllate levee heIghts of 1.5 feet. The crest WIdth
should be 5 feetmmilllum.
In summary, the proposed dramage concept and prehmmary SlZmg calculatIons
appear to demonstrate that the final deSIgn of the storm water system can comply
WIth the mtent and deSIgn gUIdehnes of the DOE Stormwater Manual and CIty of
Yelm Development GUIdelines.
If you have any questIons, please feel free to call me at (360) 493-6002.
Smcerely,
S. CHAMBERLAIN & ASSOCIATES, INC.
!J?L
fohn E Knowles, P.E.
; Semor AsSOCIate
-
Enclosure
Table I - 4.6
JEK/jmm
(c: \corres \5069508.ltr)
-
ENGINEERING
PLANNING
SURVEYING
.
.
-?
Treats Provides Pre- Provides
BMPID BMP Name Conventional Nutrie~t Control? treatment Pre- Pro"ides SBEC? Notes
pollutants? Required? treatment? i \
~ Rl.OS WQ Inf1\tration Basin Yes V' Yes v". Yes "/' No Option Proper soil conditions requlred \
Rl,06 SBEC Infiltration Basin No No No No Yes Use of excessively drained, soils,
Rl.10 WQ Inf1\tration Trench Yes Yes Yes No option Proper soil conditions required \
Rl.ll SB EC Inflltration Trench No No No No Yes Use of excessivelydrairied soils
Rl,IS Roof Downspout System Yes WA No No Option For rooftop runoff only
Rl.20 WQ Porous Pavement Yes Yes Yes No Option Proper soil conditions required
R1.21 SBEC Porous Pavement No No No No Yes Use of excessively drained soils
R1.30 WQ Concrete Grid/Modular Pavement Yes Yes Yes No Option Proper soil conditions required \
Rl.31 SBEC Concrete Grid/Modular Pavement No No No No Yes Use of excessively drained soils
RFOS Sand Filtration Basin Yes No Yes YesT No Can be used to ttelit oil Hl''. . '
RF 10 Sand Filtration Trench Yes No Yes Yes1 No Can be used to treat oil i \
RF ISE Aquatard System Yes 7 7 7 7 Experimental i ,j'\
ROOS Wet Pond (Conventional pollutants) Yes No No'L No Option '!!i,\
R006 Wet Pond (Nutrient Control) Yes Yes No No Option \,
R009 Constructed Wetland Yes Yes No' No Option
RD 10 Presettling Basin Limited' No No Yes No
.,__ nrv Pond Limitedj No No Yes Yes
v..~ No No Limited4 Option
No No Yes
...,. I"JJ .....- -/ No
RB,10 Vegetative Filter Stop
ROOS Spill Control (SC) Oil/Water Separator NO.
RO 10 API Oil/Water Separator No No I"U
RO 15 Coalescing Plate Separator (CrS) No No No No l~V
RS OS Vegetative Streambank Stabilization No No No No Yes
RS.lO Bioengineering Methods of Streambank No No No No Yes
Stabilization
RS.lS Structural Streambank Stabilization No No No No Yes
;'
TABLE 1-4.6
cOKPARATlVE STORMWATER MANAGEMERT BEREFITS ARD RESTRICTIORS
FOR RUROFF TREATMERT ABD STREABBARE EROSION CORTROL BMP.
\
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RO 15 Wet Vaultffank .--
,I RO.20 ",,,,nd'" O_tinn O'l' v"Uf"nk Nn Nn .' \
-7' nn n< Bloft",,'inn sw.l, yO' Nn Nor y" ,.'
. y" Nn NO' y" Nn
..3 Nn NO" Nn Nn l~
.." Nn Nn 1
lJn
WQ :=: .Water Quality.SBEC :=: "Streambank Erosion Control"
I Can be nwl fn' P""O',"",,' nf nU tn p",toct w" ponHYPO BMP' {",m ,,"'inn
2 """,plinn " whw nillw,"" "p,,,ntn" '" "'lui,.,l fn, ,p,d6o hmd n'O' (,,, Vnl...o IV)
3 Provides pretreatment only
4 Nnt ,n .""",b\' p'"'''''''''' BMP fn' '"'to< qn.lity inmlortinn BMP'
5 provides 'oil treatment only
6 Assumes loW influent concentration of suspended solids.
PLANN1NGDEPARTMEN T
(x) Public Works
(x}Qity Admin.
(x) City Planner
(x}I3Uilding()#
(x) Mayqr
2 00 p m
2 30 p m
3 00 p m
3 30 P m
4 00 p m
4 30 p m
THE FOllOWING CASES Will BE CONSIDERED AT CITY HAll, 105 YElM
AVE WEST, IN COUNCil CHAMBERS
MEETING DATE Wednesday, May ~ 1996
SUB - Mill Circle Preliminary Plat for 31 single family
residential lots Located off Mill Rd, south of Mill Pond
School Applicant - John Huddleston
SUB - Mill Circle Preliminary Plat for 31 single family
residential lots Located off Mill Rd, south of Mill Pond
School Applicant - John Huddleston
-I
I
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.P
YELM
WASHINCTON
DATE April 18, 1996
,~PPUCANT John Hudd 1 e s tOD
City of Yelm
105 Yelm Avenue Wesr
POBox 479
Yelm. Washingron 98597
(:60) ';'58-3244
Re;CIEUVED
, . AP~ 1 9 ~6
· ''-\;1IUJVj
PLANNING DEPARTMENT
CASE NUMBER
STJR-81fi8
PROJE:::T Lcer-liCN
PP,CJE:::T SUMMARY
~'vest side of r1ill Rd, North of 109th Ave
31 - Lot Residential Subdivision
The enc:osed proJect information IS fer \/c~r review ::iease ::rovide wntten C8mmentS or rec:Jmmendatlons
to Cathie Carlsen by Ma v 3. 1 99 fi Y c~r ::::mments wlil bec:Jme pari: of the rec:Jrd ana
utiilzed In the dec:sion-makmg precess bv staff, Planning CommISSion or City Counc.i
JL.City Administrator
LDlrector of Public WorKS
~8ulidlng Depari:mem
~C:ty Planner
L City Clerk
X Pelice Depari:mem
~Fire Department
JS..- Thurston County Caocom
_Adjacent JUrlsdict10n
_Thurston County E:1vlronmentai f eaith
_Olympic Air Pollution Control Au\ 'only
LParks and Recreation Commltte~
~
TYPE OF APPLlCA T10N
~::qOFOSE::
F NAL
_,~DMINISiR.A TiVE
PL.~,NNING C8MMISSiCN
jLC:IY C::JUNCIL
TO
_Site Plcn ;:::~e\/le J
~Pre!imInarl Piat
_Fonai Plat
_Shori: SUDG1'lISiCi
_ConditIonal Use
_ \/anance
_Planned R-esidential Oeve!ooment
_Mixea Use Planned Deve!opment
__,,}vlaster Planned Deve!opment
_:-iame OC:::.Jpations
_Short SubdiVIsion
MablJe Home Fark
_ ihurstan County ,~ssesser
X WSOCi
u'
-x-Schaol CISi:riCt
't'\fn5Il1ingto~li~ Teieohone
Def;)artmen'"~tL~@,~~tJe~ Ser.jlce
",~~~R1MIW
OLYMPIC lU<~a'i/iacom
NO <tQ~rs
.JLus Post Office (Ye!m)
~ e:-De~~_
By: - ~
R" c-/J/c;0
Date: m'c~a p<Wcr ) ,
~
ifj
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City of Yelm
105 Yelm Avenue West
POBox 479
Yelm, Washington 98597
(360) 458-3244
PLANNING DEPARTMENT
DATE April 18, 1996
CASE NUMBER
SUB-RlfiR
APPLICANT John Huddles ton
PROJECT LOCATION
West side of Mill Rd, North of 109th Ave
PROJECT SUMMARY
31 - Lot Residential Subdivision
The enclosed project Inrormation is ror your review Please provide written comments or recommendations
to Cathie Carlson by May 3. 199 fi Your comments will become part or the record and
utilized in the decision-making process by staff I Planning Commission or City Council
TYPE OF APPLICATION
~PROPOSED
_FINAL
_ADMINISTRA TIVE
_PLANNING COMMISSION
lLCITY COUNCIL
Site Plan Review
~Preliminary Plat
_Final Plat
Short SubdivIsion
Conditional Use
_Variance
_Planned Residential Development
_Mixed Use Planned Development
_Master Planned Development
_Home Occupations
_Short Subdivision
_Mobile Home Park
TO
.lLCity Administrator
lLDlrector of Public Works
~Building Department
~City Planner
L City Clerk
~Police Department
~Fire Department
L Thurston County Capcom
_Adjacent Jurisdiction
_Thurston County Environmental Health
_Olympic Air Pollution Control Authority
.LParks and Recreation Committee
_Thurston County Assessor
~WSDOT
....2L1 ntercity Transit
..lL School District
~ Yelm Telephone
~LeMay Garbage Service
~Puget Power
~ Viacom
..lLWashmgton Natural Gas
lAdjacent Property Owners
..lLUS Post Office (Yelm)
_Dept. of Ecology
@
Rt:C\'ckd papt:r
, CITY OF YELM PRELIMINARY PLAT OF MILL
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VERTICAL OA TUM
MEAN SEA LEVEL (MSL)
CITY OF YEW SEWER DATUM
8ENO"I",,fJZK; ~ OliAfH'ER SECTION 25
TO'" OF S/Ba REBAR
fJ.!V. - ..16.....9
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:..DT 9 (1--- 9:'.1\ NO.
i2?':< ,01..
NO. 9JC'.}~~-a;a9
VlC1NITY MAP
sC).!.!" l~. 1/2101U..r
109"" ,,\~
LEGAL DESCRIPTION
LOT f or ern' OF YEUl snoRT pu.T NO. 8155
RECORDED UNO&R AUDlTOR'S rnI: ,roo gsogZ70117,
VOL 2~9 or GEfolERAL IHOEX p~GE 812.
RECORDS OF THuRSfQN' couNTY. I',ASHVfCTOK
PLAT DATA
A.flU. or TOTAL SlT'f: p.5 ACJUS lNCLt!DIHC pJ.,Af ROADS
ZONING: R-4
NUJlBER of J,DTS: 31
A1f,.U or oPEN SPACe:: 0 ~cP-ES
PUBlJC JtQJ.DS: LENGTH - 2S3O' +/-
SjUJJ..SST LO'l': 8400 SQ..rr.
AVERAGE L01': 9800 sQ. n.
D&NSrf'i: 3.. i UN'l1S peR AcRE
UTILITIES
[Il;CTR1CJ1'Y; Pl1GET poWER
TELEPHONE: YEUl 1'EJ.,EPHONE
SErEfl: crryor YEUi SAllI1A1lY SEWER
.....fER: e11'Y of YEUI
oAS: wASlllNGfOli riA,'MJR.U. CAS
55
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OWNER/DEVELOPER
JCH DEVELOPMENT
P 0, BOX 1206
YEW. WA 98597
a
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N 89'2'43~ w JI1.20
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N 059"12'4'. W' 784.79
E. TRUE & ASSOCIATES
PROFESSIONAL LAND SURVEYORS
18225 COOK Rl). SE P.O. BOX Q08
ytUI I'ASHING'fOli 98597
,360 458-2894
1j:'.,?~..;~JC'J
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..;
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105 Yelm Avenue West
POBox 479
Yelm, Washington 98597
(360) 458-3244
February 26, 1996
Mr John Huddleston
POBox 1206
Yelm, WA98597
Re Preliminary Plat Applicant for Mill Circle
Dear Mr Huddleston
The City of Yelm has received your preliminary plat application for the above referenced
project. Per Yelm Municipal Code, Title 16, Subdivisions, Chapter 16 12 030, Application
Content, there are a few items which need to be submitted before the application is
consIdered complete
1 Please submit a copy of any covenants or restrictions thaLwill apply (in particular
the ownership and maintenance of the stormwater facilities)
2 Please submit a map showjng the location, size and elevations of all water mains,
stormwater facilities, sewers and other utilities at points of probable connection
3 Please submit a proposal for the general distnbution system layout for water and
sewage and wastewater collection
Upon receipt of the items listed the planning department will begin the review of the
proposed project. If you have any questions please contact me at (360) 458-8408
Sincerely,
(7 C. 11
"I , !
UCHUi\? ILG Cf.,1fd;e----
Catherine Carlsori
City Planner
@
\
ReC)'ckd paper
'\
~jl\
POBox 3485
Lacey, Washington
98509-3485
677 Woodland Square Lp SE
Lacey, Washington 9,8503
(360) 493-6002
(360) 493-2476 Facsimile
(360)458-2487 Yelm
s. Chamberlain & Associates, Inc.
February 23, 1996
CathIe Carlson, CIty Planner
CIty ofYelm
105 Yelm Avenue
POBOX 479
Yelm, W A 98597
Re: Traffic Scoping Analysis for Preliminary Plat of
Mill Circle Estates
SCA #96022
Dear CathIe
Enclosed for your reVIew and comment IS the traffic scopmg analYSIS for the
above referenced project. Mill Circle Estates IS a 31 umt reSIdentIal
subdIVIsIOn planned for constructIOn on approxImately 9 5 acres. The
proposed project is sItuated west of Mill Road and east of SR 507 A prIvate
road WIll provIde prImary access to the SIte and WIll mtersect Mill Road. A
"Scoping Sheet" providing a project summary is attached
The scopmg analYSIS was performed per the City of Yelm's Traffic Impact
AnalYSIS (rIA) gUIdelmes utIhzmg mformatIon from the ITE TrIp Gen~ratIOn
Manual, 5th Edition. Trip generatIOn estImates were determmed by
applymg the approprIate PM peak hour trIp rate for the proposed use (smgle
family detached, land use code 210) ,
SIte traffic distrIbution was assigned based upon the CIty of Yelm's traffic
model. A "select zone analysIs" model SImulatIOn for Zone #1 w~s performed
using TMODEL2 Figure 1 shows the dIstributIOn percentages which were
calculated for the proposed reSIdentIal development.
SIte generated traffic was assIgned to the eXIstmg street network utIlIzing
assIgned dIstributIon percentages. Figure 2 depIcts the antIcIpated P.M.
peak hour SIte generated traffic at pertment intersectIons wIthm the study
areas. AccordIng to the City ofYelm's Traffic Impact GUIdelmes, thIS project
does not meet the criterIa for ~eqUIrmg a full traffic Impact analYSIS.
We recogmze that the apphcant wIll have responsIbIhty for traffic mitIgatIOn
fees assocIated WIth planned roadway and mtersectIOn Improvements at Five
Corners. Based on our scopmg analysIs, 10 SIte generated vehIcles wIll
utI~Ize thIS mtersectIon durmg the evemng peak hour
ENGINEERING
PLANNING
.
SURVEYING
.
Cathie Carlson
February 9, 1996
Page 2
If you have any questIOns, please call me or Bob Jewell at 493-6002
Smcerely,
S. CHAMBERLAIN & ASSOCIATES, INC.
p~lJt:vf~j~
PrmcIPth
Enclosure
Traffic Scopmg Analysis
SURVEYING
cc: John Huddleston (w/enclosure)
Bob Jones (w/enclosure)
P AS/REJ/jmm
(C' \corres \6022223.1tr)
ENGINEERING
PLANNING
"
"
TRAFFIC IMPACT ANALYSIS SCOPING SHEET
PROJECT INFORMATION
Project Name: Mill Crrcle Estates
Date: February 9,1996
Ref. No.: 96022
Proposed Use: Smgle Family ResIdences
Size (Dwelling Units): 31
Location: In the City of Yelm, between the west side of SR 507 and the east sIde of Mill Road
Geographic Distribution:
North 20%
East 45%
South 5%
West 30%
Trip Generation
Land Use Code:
Year of Occupancy:
Ambient Growth:
Related Projects:
210
1996
4%
To be researched by
consultant under
approval of the CIty of
Yelm.
Study IntersectIons
I SIte Dnve/Mill Road
6
2. SR 507/Mill Road
7
3
8
4
9
5
10
Tllis analysIs must follow City of Yelm guidelines for a Traffic Impact Analysis.
Project Developer:
John Huddleston
JCH Development Company
POBox 1206
Yelm, WA 98597
(360) 458-9106
(C:\ WPWlN60\REJILES\602TI1A,SCP)
LEGEND
XX% PERCENT SITE TRAFFIC
3%
YELM SCHOOLS 1:5:
r
I
AI
CJ
~H
PROJECT r I~
SITE
c}
~(:)
Q;)<<J /2%
c"
C?
105TH
109TH
103RD ST
()
t;
AI
^
::0
CJ
()
AI
l"'1
l"'1
"
~
p.M. PEAK HOUR DIRECTIONAL DISTRIBUTION
MILL CIRCLE ESTATES - 31 UNIT RESIDENTIAL SUBDIVISION
3:
o
AI
AI
(/l
AI
CJ
2%
507
24%
~(o
~(
1>0
OJ
~TH
'ROJ6C'f f r
8\11.
TR\' GEtlER",.\ON
- ~
-
\N60\.}t~O(64%) 20
O\J1aOUNO~
~) 31
~
0-
~
<f /2%
d"
q
\.EGENO
-
1.1. pIA pEI'K HOUR TRAffIC I/OLUIAES
1.1.% PERCEllT SITE TR/>.ffIC
0-
~~ /3%
~':('
tS
103RO 51
1041\-\
;
F
::0
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~
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~
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~Gl
1051\-\
~ELM 5C\-\OOL5 rI')
3% .-
"
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2%
S\TE_GEMERATEO P.tA. PEAK HOUR TRAff\C VOLUtAES
IAlll CIRCLE ESl I'TES - 3' \Jtlll RESIOEtllll'l S\J6011/lSIOtl
CD
February 16, 1996
Ben Cook, P E .~~
420 Carlyon P.~ve S E ~r^~ \
Olympia, WA 98~0}~ .
0- ," \ ,-r.!~';; \
, "'t
Re Mill Circ~~states / Water & Sewer
/~.
,," ~ /"\. .
.~. ,;1
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,-~
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Dear Ben,
As per your letter dated February 5, 1996, the following data
should be of use to you as you work on the design for the above
referenced proJect
As far as the water is concerned, the nearest hydrant to your
project site is at the Mill Pond School and as of February IS,
1996, the Flows are 1,020 qpm, Static is 49 pSl, Residual lS 37
J2fi"i". ;t
, .~
#'. /"~
The sewer line is exten.. de.d~. l~ . 'h Road (S""",';idnity...map) and
is 3 II in diameter. We.?~',. ~~wi'th the design eLili~J:i:~~J?>J:;l for the
STEP sewer project ~ ~9~~~r m hydraulics for line d~#g. To
maintain hydraulic . 1~iJ11l':tty with design, a 4" inch Jt~~ ~
extension will be r':.~lred from the point of connection.~<?J14fMlll
Road to the project site Interior collection lines can~,
reduced to 2" inch with individual lot service llnes 1"
If you have any questions or comments feel free to contact my
office at (360) 458-8499
Sincerely,
Ken Garmann
Public l^!orks
t~
(1,' --,
;\, ~l
c:'~ 't:::1
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City of Yelm
LEGEND
----- PHASE I
---- PHASE II
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)R2 - TANK, 50,000 GAL.
JR3 - WELL #1
JR4 - WELL #2
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-- --.~.-..~...--...- "./J:..., :.;~_
I
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srI>. (H.4i) NEW SCHOOL
COLLECTION UNE CONNECTION
COA/PLETUJ BY OTHERS
STA. 74+22
AIR/VACUUM VAL I1f - - - -
SIT OCT~\i9
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I' SHALL HAVE MINIMUM COI,fR Of 30"
lL HA VFI"A MINIMUM COVER OF 18'
I
TYPICAL INSTALLAllON DETAILS:
· MAINUNE GA TE. VAL Vf'@ . SERVICE CONNECTION @
· MAlNUNE CLEANOUT @ . PIPE TR~Oi~~~~~~, ~~fli1-_ '.
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· UTlUTY CONFUcr - ~"_ ~ HORIZONT.AL THRust BLOCK:,'::' .;:~ ~,., E;-:" ,,'.,:f/st~J:~
-~ ~. ~A ~ cRo~~~.-~?:CiJ~<~~ ~~~~~~ik~ii!t~1:~~~~;~jtftj~~: -~:~. c~:~i~;~~~gt~~~~
. SCRVlCE UNES AND BOX LOCA TlONS SHALL BE FIElD STAKED BY
ENGINEER.
. SCRVlCE BOX AND AIR RE:LEASE VAL I-CS FINAL LOeA TlON SHALL
BE FIElD LOeA TED BY ENGINEER.
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I ATTlNGSSHALL BE GLUED PRIOR TO
. MINOR CHANGtS IN PIPE AUGNMENT /.lAY OCCUR TO MtE:T FIElD
REOUIREMtNTS.
. sERVICE UNES SHALL BE LAiD CONCURREN(..,TH coiLECTlON
11 A.llrJ' tAlC" .
~ALL NOT BE THREADED,
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February 9, 1996
Catlue Carlson, CIty Planner
CIty ofYelm
105 Yelm Avenue
PO BOX479
Yelm, WA 98597
Re: Traffic Scoping Analysis for Preliminary Plat of Mill Circle Estates
SCA #96022
Dear Catlue:
Enclosed for your reVIew and comment IS the traffic scopmg analYSIS for the above
referenced proJect. Mill CIrcle Estates IS a 31 urnt residentIal subdivISIon planned for
construction on approXImately 9.5 acres The proposed project is situated west of Mill
Road and east of SR 507 A pnvate road will prOVIde pnmary access to the site and will
intersect Mill Road. A "Scoping Sheet" providIng a project summary is attached
The scopmg analYSIS was performed per the City ofYelm's Traffic Impact AnalYSIS (TIA)
gUldelmes utihzmg InformatIOn from the ITE Tnp GeneratIOn Manual, 5th Edition. Trip
generation estImates were determIned by applymg the appropnate PM peak hour tnp rate
for the proposed use (smgle family detached, land use code 210)
SIte traffic illstributlOn was assigned based upon the City of Yelm's traffic model. A
"select zone analYSIS" model SImUlatIon for Zone # 1 was performed usmg TMODEL2.
Figure 1 shows the illstributIon percentages which were calculated for the proposed
reSIdentIal development.
SIte generated traffic was assigned to the existmg street network utilizmg assigned
wstributlOn percentages. Figure 2 depiCts the antiCIpated P.M. peak hour site generated
traffic at pertment mtersectIOns WIthm the study areas According to the City ofYelm's
Traffic Impact GUldelmes, tlus project does not meet the cntena for requIring a full traffic
impact analYSIS
We recogrnze that the applIcant will have responsibilIty for traffic nutIgation fees
assocIated With planned roadway and mtersection improvements at Five comers. Based on
our scopmg analYSIS, 10 SIte generated velucles will utilize tlus intersectIon dunng the
evening peak hour
Catlue Carlson
February 9, 1996
Page 2
If you have any questions, please call me or Bob Jewell at 493-6002.
Sincerely,
S. CHAMBERLAIN & ASSOCIATES, INC.
Perry A. Shea
Principal
Enclosure
Traffic Scoping Analysis
cc: John Huddleston (wI enclosure)
REJ/jm
(c:lcorrea\6022fOSltr)
TRAFFIC IMP ACT ANALYSIS SCOP.ING SHEET
PROJECT INFORMA nON
Project Name: Mill Crrcle Estates
Date: February 9, 1996
Ref. No.: 96022
Proposed Use: Single Family Residences
Size (Dwelling Units): 31
Location: In the CIty ofYelm, between the west side of SR 507 and the east sIde of Mill Road
Geographic Distribution:
North 20%
East 45%
South 5%
West 30%
Trip Generation
Land Use Code:
Year of Occupancy:
Ambient Growth:
Related Projects:
210
1996
4%
To be researched by
consultant under
approval of the City of
Yelm.
Study Intersections
1 Site Dnve/Mill Road
6.
2. SR507/MillRoad
7
3
8
4
9
5
10
TIns analysIs must follow City of Yelm guidelines for a Traffic Impact AnalYSIS.
Project Developer:
John Huddleston
JCH Development Company
POBox 1206
Yelm, WA 98597
(360) 458-9106
(C:\WPWIN6OIIUiJILESI602Il1A.SCP)
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-
ICD
YELM
WASHINGTON
Month: 5
City ofYelm
105 YelmAvenue West
POBox 479
Yelm, Washington 98597
(360) 458-3244
Day: L Year: 95
PRE-SUBMISSION NOTES/COMMENTS
**THESE COMMENTS ARE PRELIMINARY IN NATURE AND ARE NOT INTENDED TO REPRESENT FINAL COMMENTS AND OR REQUIREMENTS
FOR THE CITY OF YELM UNTIL A COMPLETE APPLICATION IS MADE, THE PLANNING AND/OR PUBLIC WORKS DEPARTMENT CAN
ONLY ATTEMPT TO INFORM THE APPLICANT OF GENERAL REQUIREMEN~TS AS THEY APPEAR IN THE FORM PRE.SENTED BY.THE
APPLICANT AT THE TIME OF PRE-SUBMISSION ~ f;/1 .f- - L- /;~ A /)-+- J-,~ ~J
-~~ ~{-o(I11()-/IOJl\..-. ,J~/~ /U ;_nMj
PLANNING DEPARTMENT - Notes/Comments: l;dof17dV'~
PROPONENT: 'John 1v.-dd le~l/I
REPRESENTATIVE: fAdt E'.- '1f (A.-C-
PROJECT PROPOSAL: fir U' th tnctIj jJ! a f6{ "if! 0'1- Z S - '5 fC' Lab
PROJECT LOCATION: tr/dl J1.,L -- ~ff1 tJ'b I de:; t!L
ZONING: ~~ + -.- t[ro'7"j 4 -u/h I 15 ,fe: I~-!-
1) Lot Size: ~~~II/(fhJvt1, v-/f -((us .~ /
k.{.(;,--- j,~,,\ c::- J :- / I tl ./ 2- S
2) Setbac. ~(o>tf Itj j) .J'ttAJ 5J 7 I ~ea/f
----.--~'-...IYl~ (1/ /J ,f; /; /"'\ "
3 ) Other: ( tA't.A'(/~
PARKING & LANDSCAPING. 1lr~''5
()J1t10h tuL-UJ f c(wJopeoC.
e-lijifepL- ~ (/Uf
daAtff-1 0;7u5 fr ruJ; rA.
CRITICAL AREAS & S.E.P.A,: tv I!($.,' Wi '{riL!!4L ;(.zprJ')f
OPEN SPACE: 5/0 01 ilL f!cl~ "b
*
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APPLICATIONS & PROCEDURES: frc~ir~a// Pld, trlV t/l{~ Puia/c<-. !/Cd~}
tt/f PL. cy ffl~'.t elf/loX ~ -/r~ C/o dtt-ep
OTHER:
PUBLIC WORKS DEPARTMENT - Notes /Comments: . P(OW~~
ROADS/ACCESS: - fJrlJ4e.- ~ #r W/I?Gf !o'b/Lc)L -/}1cu/ m&:f
'De.-J tLePj ~aA.d<J . Pr 0 ~0 u..J( tLf'L..- /L~ u.-U.-e. 30 I - 40.'
WATER SERVICE: r!t~ - e..-J~tL-- ~ dwd7~
~WER SERVICE: (!{~ - LK/iAril..cL Ilt deA.JdoF -:: I-udl /IUd.-- h
I A ~ E-ICU- s - Lr 11 c-. WI if 1ti cI- -Iv De- CA-;{) Sf de cJ- r ~UJVl..,
CDJ/ILf 'P1a/Y7 r /'
STREET LIGHTING:
STORMWATER:
FRONTAGE IMPROVEMENTS: ,- &0/ d .ea-L eaJ:ecL-- ,U-<l-i2/V~ fr(JVV\
rflr II Kc;C 10 P/Opi!-A -fz; - 'we (( 1tU.d.- 3~ Ill/) CL~Lt c:.u()
OTHER: Jf JJ ."
$ 7:;.3 El7a{~eer l(<<Jie..V pG v>--' t7-A"u 1V'-- -Iv I?~
&--t f 0 e-'/J, i"-- ~ -