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PROJECT NUMBER= 9500079t APPLICATION . Dl(t = 02/16/95 PAGE= 01
1 '
THIS IS NOT A PERMIT
PENALTIES WILL 8E ASSESSED FOR COMMENCING WORK WITHOUT A PERMIT
SITE STREET= 409 N THIERMAN RD PARCEL#= 35133.0603PTN
ADDRESS= SPOKANE WA 99212
PERMIT USE= SPECUI,ATIVE WAREHOUSE FOR THREE TENANTS
PLAT#= 000690 PLAT NAME= EAST SPOKANE
BLOCK= LOT= ZONE= I-2 DIST#= E
AREA= 00047125 F/A= A WIDTH= DEPTH= R/W=
# OF BLDGS= 1 # DWELLINGS= WATER DIST =
OWNER= CARSTENS MANAGEMENT PHONE= 509 747 3974
STREET= 409 Id THIERMAN RD
ADDRESS= SPOKANE WA 99212
F~~ Tu2taAieA 1197
CONTACT NAME= CARSTENS MANAGEMENT PHONE NUMBER= 509 747 3'9'T'!1
BUILDING SETBACKS: FRONT= UNK LEFT= QNK RIGHT= DNK REAR= UNK
REVIEb~I IPdFORMATION ~*~f~*****~*****~****~***~**~
DEPARTMENT REVIEW REQUIREMENT
BUILDING REVIEW COORDINATOR - R BIIRRIS
COMMENTS : ,
BUILDIPTG PLAN REVIEA REQUIRED
COPIlKENT S :
BUILDING ENERGY PLAN REVIEW REQUIRED
COMMENTS: .
SEPA REVIE ENVIRONMENTAL REVIEq REQUIRED
COMMENTS : .
CNiA REVIEW CRITICAL MA.TERIALS (ALL CONlM) ,
COMMENTS: ,
ENGINEER SITE DRAINAGE TO BE REVIEWED
CONIl~lENTS : •S ~4RP~OI~
HEALTHDIST NEW OR ADDITIONAL WASTE WATER ,
-t - c,c_ 5!Q, n3S ~Q ~a ' 2~ v't~ ~ r'
4SEC 4-g- i 1Ett>
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PROJECT NUMBER= 95000791 ~APPL2CATZON DATE= 02/16/95 PAGE= 02
COMMENTS:
PLANNING SITE PLAN REVIEW REQUIRED
CONIlMENTS :
BUILDING PERMIT
CONTRACTOR= GARCO CONSTRUCTION PHONE= 509 535 4688
STREET= P.O. BOX 2946
ADDRESS= SPOKANE WA 99220-2946
NEA= X REMODEL= ADDITION= CHANGE OF USE=
DWELL UNITS= OCCUP. LD= BLDG HGT= 18 STORIES= 1
BLDG W X D= 176 X 100 SQ FT= 17620 SPRINKLER= N
REQ PARKING= #HANDICAP= CRITICAL MAT= N
DESCRIPTION GROUP TYPE SQ FT VALUATION
WAREHOUSE B-2 i1w 17620 344294.80
%tm tq
ITEM DESCRIPTION QUANTITY FEE AMOUNT
COMMERCIAL VALUATION Y 1497.00
PLAN REVIEW FEE Y 973.05
CRITIGAL MATERIAL REVIEW Y 75.00
ENVIRONMENTAL REVIEW Y 75.00
STATE SURCHARGE Y 4.50
ENGINEERS REVIEW Y 50.00
COMMERCIAL SURCHARGE Y 444.61
ZOCD-INDUST ZONE USE; 123 Y 325.00
ZOCD-COMIlM SQFT-10-50K; 129 Y 215.00
PAYMENT StMMARY
PAYMENT DATE RECEIPT# PAYMENT AMOUNT
02/16/95 00001115 1713.05
TOTAL DUE= 1946.11 TOTAL PAID-- 1713.05
PERMIT TYPE FEE AMOUNT AMOUNT PAID AMOUNT ORING
BUII,DING PERMIT 3659.16 1713.05 1946.11
3659.16 1713.05 1946.11
PROCESSED 8Y: BURRIS, ROBIN r
PRIN'rED BY : CnOL FRAZ IER K+
**********'**~*~~*****~**********•THII~TK YOU
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REQIJEST FOIt DESIGN DEVIATION ~
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$30.00
DAZE J vMe I4-1 1995 ROAD NAME CRP/R.ID #
NAME OF ~PLA►T Plat *.w"
ADDRESS OF BLDG oF l/~ l lMA-ENi WA`f
NAME OF BLDG PROJEGT GARSMWS MWqnE-hiaNJT' C',.n BLDG# B9 S 13 T9-5 R4-3
FEDERAI.JSTATE PROJECT #r PROJECT LJ-MM
EXISTING CONDTI'IONS: PROPOSED IIVeROVEMENTS:
ROAD WIDTH
ROAD SURFACE
AVG. DAII.Y'I'RAFFIC
Gbrrent Traffic Count Design YCar Traffic Count
PROJEGT DESCRIMON oW-s %'TF- sraMawwRMM °0AAf.l.,KCE PLPJ'-J~ F~0& wAXE-housE pP 0aelc--r.
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PROPOSED DESIGN DEVIATTON 1 o "'7z b " A Pc~ W'b -m NAV~ uEvm e:;41- PL~P, I W tNC U,-A~ LLS
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SUBMI"IID BY ~De~ 6 CAP_+sT&N_%rJ ISI'MRsdr.,l Ewar uem-F-S DATE .Jv AJE' I f+j 1995
ADDRESS kl ,q0 9 fkP-G~~F- avotrb Ul A ZIP CODE 999,I Z
PHONE # (5;*,3 ) 92~ - I
AD T1VE VARTANCE FEE OF _j30i.00 PAID T'O SPOKANE COtJNTY
-RHQt]PSS"I' WILL NOTSB R&VIEVVBD WIIHOUT PUNDS-
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CASHIG'HECK ila# RECBIVED BY „L_Ai u t, &tS r-0 DATE G- J 9- qg
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STAFF RECO1dDOMAR'IONS i a
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Appra►ed Approved w%anditions Not Approved ~
Project Mana,ger ~ Date
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APPiwed Approved w/conditions Not Approved
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Approved Approved w/canditions Not Approved
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SPOKANE COUNTY ENGllNEEB'S' -
Approved w/no oondttions Approved as recommended abave ` J Not Appmved
Spokaae County Engineer Date
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RECEf P T DateJUAZI-9 19 2216
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ORDER OF $IMpS(~N ENG ~NEER TNC_ ~ $ 30~00 c ~
THE S I~~~3 M~~~.~►~ 0~ CTS DOLLARS
sTERUavG SA'VNGS
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S p C) K A N E C 4 U N T Y
OE=FICB OF THE COUNTY F.MGiNEER • A DMSION OF Tm PUBLIC WORKS DfiPARTNmT
Ronald C Hormann, P E, County Enguieer Denius M Scott, P.E, I?ireceor
June 19, 1995
To: Bill Hemmings, P.E
From: Doug Busko, E I ~
Re:Carstens Warehouse
North 409, 411,413 Thierman Road
Ref No. B95034
I recommend that the design deviation allowing• (1) the construction of retaining walls
around the swales, and (2) the construction of a swale m the bottom of the loading
dock, be approved as proposed
1026 W Broadway Ave • Spokane, WA 99260-0170 •(509) 456-3600 FAX (509) 324-3478 TDD (509) 324-3166
✓
Thiermaa Rsoad - CRP No. 2595
Mep No(S).: 32
A9sessors Fatcel No(S). 35133.0603
SPOKANB COUN'TY DIVISION OF ENG G
Spokaae County, Washington
PERMIT NO.11
IN THE MATTER OF E"AM ROAD, ROAD FILE NO. 17129 KNOW ALL MEN BY THESE
PRESBNTS, that the Grantor(s) cAxsTENs coMPMY, A MAINE CORPORATION,
For and in consideration of Mutual Benefits grants to Spokane County aad its assigns, the right, privilege and
permit of ingress and egress over, across and upon the hereinaRer described lands from the date hereof until:
The completion of ti►e above refcrenced road project.
For the purpose of: Sloping and grading Grantor(s) properiy to match new road construcaon.
Said lands situated in Spokane County, State of Washington, and described as follows:
Assessors Tax Parcel No(&).: 35133.0603
Pmperty Address: 411 North Theirman Road Spokane, WA 99212
In coasideration of the foregaing and other considerations hereinafter set forth, it is mutuaUy agreed by the
garties hereto as follows:
1. AU work performed under this permit will conform to aU applicable laws, ordinances and regulations
relating to such work, aad shall be done in a good and workmanlike maruner.
2. AU structures, improvements, or other facilities that are removed, relocated or recaastructed by the
Department, it's Contractors and/or Assigns, will be replaced or reconstructed to as close to the original
condition a9 practical. If said improvements are located within the emsting County Right of Way, they
will be the responsibility of the Property Owner.
3. No work, improvements, alteration, or maintenance by the Department, its Contractors and/or Assigns,
will be performed other than that provided for in this pernnit.
/
4. Any driveways t6at have to be nconstructed for this project will be done in accordance with the approved
Engineering plans of Spokane County regardiag this road construction project. Graded driveways will
be resurfaced with material similar to that prior to the project.
5. Install new/existing foot drive approaches, the center
of which is at Engineers Station(s) on or about , .
All drive approaches will be constructed in accordance with plans on file at
the Spokane County Engineers office.
6. Speific Conditions:
Any inquiries relating to the construction of this project should be addressed to the Project, Construction
Engineer at (509) 456-3600.
Dated this day of , 1995.
,
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By. • By• .
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YIN S:
_ ARig ay Agent Date
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S IP o► 11--, A~ iv E N ~ o uiv T~
OFFIcE OF 'I'HE Courr~ ENcwM • ADpmoN aFTmi Pusue Waus DEPARTmENr
Ronald C. Hormarrn, P E, Cour►ty Lngunftr Denrus M. Scoit, P.L., Boectar
Juhe 'i, 1995
CSPSbM 11YarMhatM
Dau+g Chnsiansan
Simpson Engineers
926-1321
A review arf the raad, drainage, or site plan for the aEove-referenced buiiding permd has
been corrpleted. Areas af ooncem to the Spokane County Engineeing C*artn-ent are
indicated in red an the attacMed plan set and ca[culatons rrarked "ORIG11rIA,12". P[e.ase
mak+e the oorrec#ions ard resubmit them tv the BAft Deprartrrent in order that the
i review proaew may prooeed. Highlight all changes to #he resubmtteal plans and include
the oamrnerrt mark-up oapy wth them
Please nate that the pfan set 2u1d calcuEabvns marked "OR[GINAL" are affiaaf public
documeft artd must be netune# with the r+evised plans and calcuEatior's. Reviewd ifie
mvked pkm vA rot prwed Lffd 1he 10RIIGIN4l.,." set Is mka'nod ta the Caft.
I# you have any questions ahaut this mv'rew, p1ease oontact us at 455r3504. Thank you
Very b-uly yours,
Ronald C. Hamiann, P.E.
Spokane Caunty Engineer
~
,
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Qoug Busko, EI.T.
Plans Reviewr Engineer
1026 W Broadway Ave • apokane, WA 99260-0170 •(509) 456-3600 FAX (549) 324-3478 'I`aD (509) 324 31G6
REVIEW COMMENTS
SPOKANE COUNTY ENGINEER
DEVELOPMENT ENGINEERING SERVICES
PROJECT B95039 RLVZLWER: Doug Busko
PROJECT NADE: Carstens Warehouse DATE: June 1, 1995
ADDRES3: North 409, 411, 413 Thierman REVIEW 1
CON4ENT3
1. Drainage from loading dock ramp must be treated in 208.
2. Show a cross-section detail of the swale with the retaini.ng
wall.
3. A design deviation is required for the use of retaininq walls in
208 ponds.
4. Illustrate how 3:1 side slopes will work on the west pond.
5. Coordinate horizontal dimension, vertical dimension, and side
slope on swale detail.
6. Do not refer to the north loading dock in the calculations if it
is not part of this project.
7. Approach Perm.its are required on all new approaches as well as
all approaches that will be altered. Contact Sylvia Lightfoot
at the County Engineer's Department. Approach permits for
county roads will not be issued until a site plan is approved.
8. Please submit a copy of the recorded property deed for this
property in order to proceed with Road Improvement District
Agreement. This document is required in lieu of making
necessary roadway improvernents.
1
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NOTICE OF TRANSMITTAL
ADDRESS• N qoq T~(epmq,Q PROJECT If: q5- 19)
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BUSINESS NAME: PARCEL NO./LEGAL
DESCRIPTION:
PROPOSED USE: ~PE C.' wr°~'~~O u SC- S 3 S 1 3 3- 0 !0 0 3~ 7tJ
~ P- -tE&~ A,-jQ T S I CONTAC'T: PHONfi: -74 ~1- ~71 ~ 7
~,A- IU~, Td 2 1 (3 A-Q~ ,
REASON FOR TRANSIVIITTAL
PREAPPWCATION CONFERfiNC6 PREt:ONSTRUCTi4N CONFFRENC6 Orl'HER: ~
DATE: 'I'EME:
DOCrJMENTS CIRCULATED
' DISTRIBUTED TO:
~ DESCRIPTION BUtI.DiNOS PLANNiNQ ENGtNEE•RS NEALTH SCAPCA FatB DLST 9_0i aR'HER:
t~-~ •~T
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ISite Plan (new) (revised)
Critical Matenals List
Parlang Plan
.
Signage Plan
Y L,shting Plan Draiaage Plan
Drainage Calculations
Agreemeat to Pay Fees m,
`n'• ~rw ~MMI ».wwr.w n.».♦ w.~ww~ ,nv---
Irngation Plan
~ Landscape Plan
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Proaussory Letter
~r r» + • .r n. .wn a~►w Yh Y ♦ n s ~w +
iI.Sl1aSC8(w' COSt EStLZO8t6 i
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Traffic Circulation Plan tiYr
V~1Construction Drawnngs
Floor Plan
~
?he crbovc itenrs have beei1
~ neccivad:
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Date of Tranpt~i~ta1:~ ~0~~b ~ Review Coordinator. CHM LA~~v,~1
. - ~ Circutaced by:
srqku14404AriaMtW b}`ildtngs • 1026 Wcct Brocufway Awuive « Spokcuie, WA 99260 *(509)456-3673
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AA S P O K A N E C O U N T Y
OMcE oF 'hHE Couivnr Brrcnvm • A DnOorr oF nm Pusuc Woxics DEPnMMmvr
Ronald C Hormann. P-E.~ County Engineer Denms M Scott, P.B., Direcbor
March 27, 1995
Peter Carstens
Carstens Management Co.
West 1636 First-Avenue
Spokane, Washington 99204
Dear Mr Carstens,
.
The Spokane County Engineenng Department has reviewed the site plan for a spec
warehouse you propose to build, to be located at Nocth 415 Thierman Road. It has been
deaded, in the mterest of pubiic safety, that two approaches Hnll be allowed to this
building, one of them being the easting approach in the location of vacated, Valieyway
Avenue
If you have any quesfions about this review, pleaseF contact us,at 456-3600 Thank you.
Ve ry truly yours,
5
Ronald,C Hormann, P E.
Spokane County Engmeer
c Gary Kennaly
Bob Brueggeman
~
BiII Hemmings
dwti%R C H
1026 W Broadway Ave • Spokane, WA 99260=0170 •(509) 456-3500 FAX (509),3243478 TDD (509) 324-3166
Z
~
NOTICri, OF TRANSMIiT A-L
ADDit[;SS ~ • L,~ O ) ~~M~N t'ROIL:CT ll
~ 95-701/
BUStNF,SS NAMC. PARCE[. NO 1LEGAL
DESCRiPTION
PROPOSED USE: SPed w44ZEYousE FoA& I 3 5 3 3v. a0a 3PrAJ
7r/,eE6: TCNaA1T-5
CONTACI': ~'~ANIk `roe i4.eq PHONE: -717-
REASON roR TRANSMxxTAx,
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PREAPAUCATtON CONFERENCE ARECONSTRUCTiON CONFERENCE OTHER:
DATE: TIME: -RlE1Jl + :ptAn(S
AOCUMENTS CrRCULATEb
DISTRIBU'xED TO: '
Rem DESCRTMON BUILDINOS -PU1NNMd ENGtNF.ERS HEALTH SCAPCA FDtE DiST I~ OTI{FR:
Setc Plan (aewk(revts ) ~ Y-.,
,
CriticaJ Matetiala List ~
Parking Plan.
• "rwi wrw wr r ~Mr ~ uui► r +rIW .wrr I~ IY1~ .r row~ri
Sigaaga PIan .
♦ IFM ~~IYM ~Y ~ i► IM / Y MI~ MMh M MHM ♦ 4M A N~ M1 MMM ~Y ~ 1 w V
Lightiug Plan
Drainage Plan v~~ -
~ r . r i- • t-• . _ ` . .r n , ~ .
Dcainaga Calculations
r W~ rwrA~I~M MYY I 1 ♦MMMM MI/M Y IMA YMMM MI~►M~M ~Mk
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agreeraanc co Pay Fecs ' a • J~
~ ~Mr/M N.qr ♦iI •i1~w~~~1MMrr MwM r rwM•rr~
Imgation Plan ~
Lanciscapa Ptan '
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- Pronussory Ltitec V . ~ •
~~~MMY ~ V w' MW ~Y IYMYI► Y~IA'~M I'MM ~IM Y11Y MFl M YMI~Y •IA ...{I~YY~~~Y
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.
TrAffic Circulation Plan
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PRE-APPLICIITION -CONSTRUCTIO
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DATE: TIME: j j; pp A, M
t~BtLDING > ile"P-LAN~G IRIAIGINEERS J:~ALTEII :
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~_FERE DIST.~., 11+ 'CTILIITM5 ~ SC-APGA Q'/X)0r ,
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OWNER: CF}2sTeNS MAN046EMENT PHONE: 747- Y17Y
ADDREss: N. qO9 TYiERMAN) SPak.A-N-E tA/q 99c;lhZ
BUSINESS NA►ME:
CONTACT: /241VH T R-Z/3PHONE:741 `11~7
ADDRES S :
LEGAL DESCRIPTION:
PARCEL NUMBER: 35 l3 a ObO~PT~t/
DETAILED PROJECT DESCRIPTION: SPECC~LPrTI t!-E
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; SM 7 c r % ~ t a ~ Yn k~} y » r.- Y~ ,~Fi:2~~rn VC i f`} MS s i k~`St`f ~'i r~ N } }SY 'N }?T?~r~~~ }},r},1~ xy
%
{ <h ~ x 7 . _ ~ S ~ T7 i~•-3 v
` ~ r ~ ~ 4 M
w ww r-} 1
~
BUILDING PERMIT CHEGKLIST
PRE-A-PP ~
.1 _MEEYING
_A1~iA-_- IL~EQUiRE~[ _ -CO-1ViPLET'ED ~
iV~GEME V~T
G M TO P~`Y -FEES
RIGHT OF WAY DEPARTMENT
OEEU
EASEMENTS
RJW - - _ -i6 _ _ ~ _ _ - - - - -
RID
LEGAL DESCRIPTiON Ch1ECK ~ ~
LETTER FROM SCAPCA
RECIPROCAL USE AGREEMENT
APPROACH PERMIT - _ -X
~s~t.r~ ~~G~~~►T.o.~► •T~~„~. ~,.7,~t~..S _ x _
M siT~--
NORTH ARROW X ~t
SCALE X
BENCHMARK ~ _ ~ x = - - X T - y )e - - - - -
ROAD NAMES ~X X
R/W DIMENSIONS X X
PROPERTY LINES ' j(
SET ASIDE shown on lans y o u__ _ _
GRADES (min 1 01%) ~ - ~ : ^ X _ ~ ~ - ~ - _ i-
STAMP X _ X
PAVIfVG (surface descriplionj_ ~ X X
TRAFFIC CIRCULATION PLAN X x ~
LAND-SCAPE PLAN (208 CONFLICTj X ^ X _ i
Dr~eliiLid/InieUSplash Block Detail
M ' DRAINAGE
Roof consirucflon
NVAC on Roof X
Swale volume calcufations X
Swate Cross Seciton X
Pre Developed Condition
Post DeveloQed Condition
SPECIAL SOIL TESTS~
DITCH CALULATIONS
Pi e/BACKWATER CALCULATIONS
GRATE CALCUI..AT10NS
RETENTION/DETENTION CALCS
10/501100 YEAR STORM
TR-55 ANALYSIS
~ ROADS__.
North AROw
Benchmark ~ ~-~-Y ~ ~ ~ - - _ _ _
Scale
Guiter Grades (>0.8°/
Cross Stope (2 0%-4 5,K_`
Drainage Report
Drainege on Plapt
Curve Data fgdlus, hc, vc
Pavement dection
TaQers/fog stripe
Engineers Stamp
QuaniitieslBond estimate
Bond
Mylar
4wners Si9nature
- - - , ~ _ ~ _ - _ - - -
County Stamp.
.
S r O K A N C f C C> U
OFFIC6 QF TI IB COUNTY CNCINEER • A UIVi.SIQN OF TI In PUBI tC WOItKS UEPAR7'MEM'
RonalJ C 1 iormann, P C, Cuunly Eiigineer Uennis ti! Scott, I' C, Dlrertor
AGRCCMENT TO PAY FECS
~
ENGiNEER'S AGREEMENT NIIMBER Zf q S 1 r) 2
.
Tliis agreement belween Spukane Caunty and ~ILS S c.0`I, ?*.J e, ,
n rs
wliose 'tntcrest in tlte ro'ect is PeTm .
~ ~ --(I e. ner. 886117uq ~
is entered into tliis Lj~- day of OW. , 19 7'tiis agreemeni is applicable to tlte project
known as: ~ -
~ ~~s
@Tblect YTlicn 'cr) - '
ThAt tiie individtials and rartics narned herein as Itaving an interesl in tiie above cicscribecl property or
projccl agree la Ilie foliowing:
l. Reimburse Spokane County fur rroject rcvicw ancl inspection fces as specifecl in
Chapter 9.14 uf tlie Snakane County Cade. Tiie fees will bc bs-ised on actual salary
costs incurrcd by Snakane County for prnjcct reviews and / or insncclians rlus a tcn
percent aclministrative cliargc, and will lie btlled mnntlily as accruecl. Any final
billing amaunts, tc) inclticfe any late fcca or any otlier cxpcnsi:s incurrecl in tlic
coilectian of an overclue accaunt inust be paid prior io tlie Cotinty's Acceplance nf
Ilie project for filing
2. Tlie undersigiiecl Agrees tliat lliese fees are clue and payable upvn reeeipt of tlte
billing as specifieJ Above.
3. Any invoiees not paid witliin 30 clays of tlie jnvoiee clate will be subjecled to a late
fee cliarge of 1°lo per mantli (12°l0 per year) on tlie unpaicl balance of Ilie accotint
ancl any accrtiecl late fee cliarges. In adclition, if any autstancling balance on tlie
aeeount for lliis rfnject is not raid witliin 30 days of Ilie invaice clate, no fiirtlter
Teviews of tlie project documenls will be concluctecl until tlie entire accaunt balance
is paicl. Any balance oii tlie acenunt for tliis rroject not paici witliiri 65 clays of tile
invoice clate may result in legal action or tlie injtation of otlier cnlleclian rraceclures,
inelucling referral to a calleclion Agcncy. 71ie Sponsnr will be liable [ur any aild ali
expenses ineurrecl by tlie Cc)uun1y fur tlie eollectton of nverclue hcc011nts.
4. Tiie montlily billing sltauld be scnt to lhe attention of:
NAME: ?Wr 6W5rtW
RFCEtVED
AUDR ESS: SPOKANE COUNTY
C1TY, STATE: ,:rA*;Fr/JF 44 . FB 17 SM
J)IVI N gf.BUILDING
B
5je~~~~~
ZiP CODE: Aff 20 z/
Pf IONC ,09 • 7417 - 34 Li 7
I uncterstancl tliat failure to ray tliese fees may resuil in dctay in cotnptetion or arproval of tite project or
other possible sancllons.
Q if this fee Agrcemcnt is onmpletect by someone allier tltan tlie Sronsor (i.e., tlie
prnjcct owncr nr aprinciral in llie firm sruonsnring tlie projec:t), sticli as tlic Cngiiieer
clesjgiiing tlie pnojcct, Ilien written autliorizalio fr~rn c~nsor slieciPc:Ally
ttutltorizliig tlie Agent ti► execiite lliis Fee A ~ iII is tt cIiecl to tliis Fee
Agreemeiit.
SIGNA7'UIt E t3y:
~
, (PRINT NAML) ~ ItE'1'URN YELl,OW CnPY TO SPOKANE C()UNTY ENCINECRS
k1pVlag#eamea Ice 8/201Q3
W1026 t3rnailway Ave. Spokane, WA 99260 0170 (509) 456 3600 r-AX (509) 456 4715
.
.
NOTICE OF TRANSMITTAL
ADDRESS. PROJECT
J~N; L i ~ ~ ~ { a ~1 • l . r~ . .
BUSINFASS NAME• PARCEL NO./LEGAL
DESCRIPTION:
PROPOSED USE• 135 33 , ~ 1,c3 ~
• a if t v~ ~ ~ ~ I x 04..v::~ ~ ~ r °l !r Nq s
CJONTACT: PHONE:
f'r.d , 1.-s 1-3 n L-I 7 r7 i Qj,7 _
~
REASON FOR TRANSNIITTAL
,
PREAPPLICATiON CONFERENCE PRECONSTRUCTION CONFERENCE O'THBR•
DATE TIME:
DOCUMENTS CIRCULATED
DISTRIBUTED TO:
rcF-ca DESCRIPT[ON HUiLDiNGS PLANNtNG ENGINEERS HEALTH SCAPCA FQLE OiST N 0?HER.
ISite Plan (new) (revised) I
iCnticgl Matenals List `h ~ !
~ ~ c`'~>~a~~~~~a~~ ~ ~
I 1 / ~.N NI 1 INI11
IParkiog Plan
,
M M p yYX ♦ V ♦ I I ~ I !
ISignage Plan
ili ~ i I+ ~ h q~Nl N Y~ii ~i r ~ ~i■ n ~ ~1► ry
Lighhng Plan T~
Drainage Plan ~ 1PO~ti
Drainage Calculations ~ !
~ 4DOS~ 4Ay.
I
~'1 ~ ~ ~r~YW 1~M 1♦ ~ Mrr. ~i t
! I i Y} f N 6fY J ~ • r`S /
Aiipreement to PaFeas
! p} ~ti ~y S t~iySft.~ r~.~. ti .,dr' ~r r }Y ~.C4`S: rf,n~'~19'v L ,a4 +r a
lImgation Plan h~a~
, .
ILandscape Plan I
Pronussory Letter
1 I M. h1
~ 1~ ~ 1 ~I i - i •Y1 II M Y I/ M II
Landscape Cost Estimate
I J F~ 1 A X40 M i•!{~ ~fAJ1R ' hJ..1. A
ITraffic Circulation Plan
, °
x ~
IConstruction Drawings I ?
N~
~
. ~
IFloor Plan
~ I I I V I I I
I I I I I I I
I I I I I ~ I
?he above items have bee►i ~
received:
Date oF Transnuttal ~ - Cf5 Rzview CoorcJinator:
~
ii
Circulated by:
154
~2, q• q 5~
. orN
z
Spoka~e~ ounry Drv~ston of Burlclruss * 1026 Wcct Brondway Aveuue Spokane, t~/~ 99260 * (S09)43&,~~~,~r"r ~
`
C AC-T LOG
. •
TECHNICIAN:
. ~
PLAI~I R.EVIE~ .
.
:)DRESS: DESCg1pTI0N
kTE ~
45 CI-5 L .
~ .
. , ~c.Q- • `~7 ,
L~ 4;A' oi . A-AAAL~b
.
~
- !
•E
r~(~on nC'i~fo, Ini
I
c o
CIVId.' Et+6GINEERS AND t.AND SURVEYORS
N. 909 Argonne Road ~ Spokane, WA 99212
(509) 926-1322 • Fax: 926-1323
,
TO: KeMMwGs J P.E _
S PoKhwE 'Cou&s1'Y E-iuG ~i•1eMS
SUBJECT: C& v_.sTE,ss M" !VG EM E'P'r: w"ZW QVS E S k j w coe- . T~f 1~ ~ VAe4 M-13
,
DATE: Fvas-wApw -9 . )9 95
~
Q=&p-m ~ ~ ~ %fo vP, n ~P a~►E►•1r s i ri i,3],d~-- ~ ~ ~ - ut~t
eLF 114E Wfvl .R,1 ,h6E- PLM-1 i P~4oRT For- -1-IE' P2ePo5ED PAajEGT ,
10 S E e F SE=e " 13 r 'a2..5 N. a 42. Ew M. ,
i
~ 0 q~ 1995 1
►
I
sv.---,- - -
'(}McN IL 4 o t1 ,
,
Slgned~
~~~/~r~~ st/ 0 ~ • .
~ -
vARIANCE ~ AI'PLICANTS NAM1=
a[.DG # O'htER ~ MAILING t4D D RES&lA).!Gr 34e ~ S+AuJL1_.
2O4
ZA4L
S /-3 , T R ~-3 ~~~r.g,W
PARCEL # 3-gr/33 . Dz.. 0 3 . PHONE - HOMF
ROAD NAME PHONE - WOItI
'ihc followiag documcats acc nccdcd beforc thc Spoicane Counry Lnguiccr's Department can begm processtng your
vananc:e or bucldLng spp4catioo as approved. (509) 456-3600
AGREEMENT TO PAY FEES have been collected.
RECORDED COPY OF DEED, DEED OF TRUST, coavact or coaveylag mstrument. These aiay be
obcamed from tbe Couary Auditor, 2nd Qoor of the Courthouse. _
- - -
LEGAL DESCRIPTZON of yvur acce.ss easemenL '
A LISTBYG OF NANiES of individuals who will be sig=g the documents. 'Ihese mdividual names-
~
should appear as the person(s) Iegally stgn thetr tLame. ' -
A CURRENT ASSFSSOR'S iNIAP whuch depicts the location of your properry
OWNERSHIP :VIICRO-RUN. These may be obtained from the Counry A.ssessocs, Ist Eloor, of the
Courthousey Jeffersoa eotraace, 2nd door on the left.
The necessary dxumeats wdl be prepared by the Engiaeer"s Departmeat, Right-of-Way Section, upon provLsion of
the wformation aoted above. You will be nottFied when the docuaients are ceady Eor signature. The documents may
be seat to you, however, TT SHOULD BE N4TED TSAT AI.L SIGNATURES MUST BE NOTARIZED. The
Eagineees Department does have notanes available if you choose to sign the docuaieats at vur office. Please call when readY ~ Please mad when ready
Nodce to PubGc ~ 6! Rig6t-of-Way
COMMENTS
Right-of-Way Agent :P4 Focward to you fram ~53toe-106!2
1AplM0uoe 192
~ .
~ log In oate: Parcel 0 J4:~-/34 4 G Q 3 b Ir~~
Road NameMo: -rAo lpm got ~r LW
~~d.~
Purpose Fii F!l
Proparad 8y.
Req 8y (lend Oev)
140, 6 17VOL ~ .01 5-
pOTlCB TA TE pc~.40 1
PaGE ~0(
„ o Q ~saanH
ge
1 Ufl
RID WAIVER, AGREEMENT AND COVENANT= SF'Ct t01 `iyY •
rr
KNOW AI,L 2tEN BY TIIESE PRE3ENTSi ThBt CARSTENS CON1PAPlY, AMLM, ORATION,
being the ownere of the following deearibed lande in coneideration oF Mutual
eenefite to be hereafter derived do for themeelvee, thelr heire, grantees, aeeigne
and eucceeeor(e) in intereet hereby agre• to authorize Spokane County to place their
name(e) on a petition for the iormation of a Road Improvement Dietrict (RIO) by the
petition method pureuant to Chapter 36.88 RCW, which petition includee the owner(e)
property, ~and further not to objeot, by the Bigning of a ballot, or not to proteaE
to the formation ot a RYD by the reeolution method puYeuant to Chapter 36.88 RCWI
which reeolution includee the owner(s) property. If a RID ie tormed by either Ehe
petition or reeolution method, ae provided tor in Chapter 36.88 RCW, the owner(s) or
euccepior(e) further agreet (l) that the improvemente or conetructioa contemplated
within t1ie propoeed RID are feaeible, (Z) that the benefite to be derived from the
Eormat on of the RIO by the property included therein, together with tha amount ot
` any ceaunty participation, exceede the coet and expenee ot formation of the RID, and
(3) that the property within the propoeed RIO ie eufficiently developed, Provided,
turthet, the owner(e) or eucceeeor(e) ehall retain the right, ae authorized under
RcW 36.88.090, to object ta any aeeeeement(e) on the property ae a reeult of the
improvemente called for in conjunotion wlth the formation of a RID by either the
petitlon or reeolution method under Chepter 36.88 RCW and to appeal to the Superlor
court the decleion ef the Board of County Commieeionere affitming the final
aeseeement roll.
It ie further aqreed th8t at euch time ae sn R=D ie created or any Road Improvement
Project ie eanctioned by Spokane County, the improvemente required (curb, eidewalk,
dralnage control and paving to exieting pavement) ehall be at the eole expenee of
the undereigned owner, their heire, granteee and aeeigne without any monetary
participation by Spokane County.
s
The RID waiver Cn»tained iq,thie,yagreement ehall expire after ten (10) yeare from
the date cf ,exbcAion below. However, at the expiretion date the owner(e) or
eucceeeor(e) agree to conetruct the requited improvetaente at their own expenee) pay
to Spokane county the then eetimated coat of the required l.mprovemente to enable the
county to complete the eamel or'furnieb a bond or other eecure mothod eultable to
the County, providing tor or eeouring to the County the aotual conetruction of the
improvemente. tt•
6L •
~
The above conditione and covenariti epply to the lollowing deecribed propertyt
That part of Tract 19, EgST SPOKAAIB, as per plat thereof recorded in Volume "B"
of Plats, Page 41, Spokane County, Washington, lying Southeasterlp of Primary
State Righway No. 2(Spokane to Greenacres Freeway).
EXCTsP1' : The South 45 . 00 feet thereof.
.
Located in Section 13, Township 25 North, Range 43 East, W. M.
A1L conditions pertaininq to this Aqreement shall apply to any S NorwId! Co ty Road Project constructed after CRP 2595, or any County Road ~ ~~S~U~"/ ~...a
.
t e same or similar improvements as comtemplatied by CRP 2595 in the
event CEP2595 is not completed.
These requirements are an8 shall run with the lancl and shall ~be bindinga u,pd» e
the owners, their heir9, successore, or asaigns.
(over)
YOL 1742PA6E1-t*)G
IN WITNESS WHEREOF, the undersigned has caused thls instrument to be executed on this *.pY4
day of u"u " t 199 5
^ . • r : . ~ i 1 is1 - ~ .
r
CARSTENS COMPANY, A
MAINE COR.PORATION BY:
Peter Carste Wresident
.
STATE OF WASHINGTON )
COUNTY OF SPOKANE ) ss
I
I certify lhat I kliow or have sadsfactory evidence that Peter Carstens
is the person who kppeared before me, and said person acknowledged that (he/sw signed this
instrument, on oath stated lhat (he/ako was authorized to execyte the instrument and acknowledged It
SSthC Vice-President Of Carstens Company
to be the free and voluntary act of such party far the uses and purposes mentloned in the lnstrument.
.
Dated; ~ ~ 1 ! q 9~`
~ •+~+wc•/
+~`*~~*'~'~**t* uC 4NPublic In ~►nd for the State of
NoTnRr ru # Washington, residing at Spokane.
* FOR THE BTATE OF WASNINQ'roN ~
♦ qAYMONO T. MOON * rofway1forms\tvLdeed\kmh
h1Y COMMI88tON EXPIRES: *
JuNE 21. 1e97 *
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ISUBD 22 i
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RIGHT OF WAY 50 CROWN
,
25 r' 25'
I•
6' 61 21' 4' 12' 12' 4# Z' 2` RIGHT OF WAY
si
~
6i
FENCE TYPE 1
2' BIKE BIKE
SIDEWALK TRAFFlC TRAFFIC WALE •
LANE LANE
l 3•~ 1
0 46' Ci. "EA ACP 0.^~' 4" CO CSBC NCRETE APPRON
S~D~wAlx S~OPE 2% TOwARDS SwALE
TYPE B CURB
HEACOX THIERMAN TO BROADWAY
TYPE B CURB
Sir
e• ~
~ • " r' r! A? !D 3S
CROWN ~ , ~ ~ ~ • . .
RIGHT OF WAY ' r' • 'w r; ~ ~ ~
3
30 30'
, , , , , ,I ,
2 6 Z 4 12 7 7 12' 4' 2' 2' RIGHT OF WAY
~
.
~ TYP E 1
BIKE 81KE FENG .
SIDEWALK TRAFFIC TURN LANE TRAFFIC WALE
LANE LANE
of
74-
~ „ • ► RE
TE APPRON
SiDEWAIK 0 46 CL E ACP 0.5 CSBC
9~ TOWARDS SWALE
THIERMAN MAIN TO HEACOX
rrnE e cuRe
CURB
r~ E
~
QRJ►1B 81P DAT& ' • ,
OFFtcE OF
ai SHEET
. I
I -"L SCALE ~ A N
~sro~o sm No~oMw SPOKANE COUNTY ENGINEER APPROVED,
mow PIAxs AM
1026 W. BRQADWAY CONTRAM zicAmes u • . . .
cmcxm HY` vERTcut SPOKANE , AA 992e0
"ow 468-3800 DAM MAIN TO BRaADWAY oF
~
as9snP,owc
PLOT Z-2h45
ti I Ok fV(WAT'h R~~~~~A01F. R• ORT
for the proT)osed
CP►!~T_ENS MANAOEMENT GO.
wARExoUsE coWr-Ex
locaced at
' Thi,erman Road and vacated Va11ey Way Avenue
m the NE 1!4 ofthe SW' 1A of Section 13, T 25 N, K 43 E W M
Spokane, Washington
Developer Peter Carstens
Architect Frank Torihara, AIA
February 6, 1995
Report Prepared B,y,
.Sirnn.cnn F-hryinap-rc lne-
- a- - - fto - - -
~ ~ ~ ~Lb► /Y/1/1 A ~ ~~►.rw 'w ~'1 ~r w ~1
1 r~/l 11 1~/N~7 /1t yN1711 1~VQ4
Spokane, WA 99212 RECEjV
ED
r~~Oft-C f xO 13'119 FEe a 91995
OFMA!_ PUBM
BPpKqNF CpUMy E~NEE
~ SpQKqNf aQUNTY -~Om A
ORIGINAL " ' r ~ r
PROJECTA .~9sa3,~ 7 A~~..~ ~T+' C'nN ['~.N ~'S
SUBMITTAL 0 a/X~ti- g9" ~.a
RETURN TO COU 'fY ENGIWEER ,pra,nage F3asm Data Suimmanes
~
t,g ,~1,~ _ •
"208" !'ond Voltime C:alculaxion-s ~v WA - >n
Rational .Fonp-ula tiydrology & -Bowstrwg Calculations
S G.S Soils'.Map and 9escnptioas ~919 967tr
R F C~
I FEB 0 9 1995 , Supplementary Map ~
~ ; ~
, Er,rnkEg 90 S
1_ t\ftiJl,i ~r L1~1711~1~.G~ 0Dramag0 1►iilp - -
- - • . i
DRAINACiE BASIN DA"rA SU ES
AN D
"208" PUND VOLUME CAL.t'ULATICINS
"lhe foilowing pages contaln data for each of the four on-site drainage basins, and for each basin's
"208" storruwater retenUon pond Refer to the 1" = 20' Drauage Map far the actual basm
locanons and boundanes
!n genneral, for any dramage pond with 3 1 mde slope.s, the pond volume can be calculated wuh two
components the volume dhrectly above the pond floor plus the volwne above the sade sloaes `i'o
canpute the volume at any pondmg depth, only two parameters ne,ed to be known pond tloor area
and pond floor penmeter leno (both are spscified on the Urainage Plan map).
Yolume is calculated at 6" depth for "208" ireatraent and at 8" depth for storage, as foUows
At 6" depth
Pond Volume =(U 5 ft depth x pond tloor ar+aa) + (1/2 x U 5 x 15 x pond floor penmeter)
=05A+0375P
At S" depth
Pond Volume =(0 67 ft deptb x pond floor area) +(1/2 x 0 67 x 2 0 a pond floor peruneter)
= U67A+067P
2 U feet i
~
_ 15 %d--~
-
a"-vo7A
6"=05ft
v y
Pond Floor
NnTE All tmpemous surtaees are inctuded in hydrolagy and storage calculations,
but only acph411 nrrvemefit is cansidered for"208" treAtment in the first fi" nnnding depth
DRA[NAUE BASttv DATA SUMMAR[ES - CUNT[NLTED
NW BAS1N northwest portiAn of si#e, including north halfof buildtng
Total Basin Area 23,876 sq ft= 4 548 acres
Pervioiis AreA 3,723 sq t? = 0 085 acres
lmperviotis Area 20,153 scl ft= 0 463 acres
impennous Area breakdawn
N 1/2 Meial Roof = 8,840 sq ft
Concrete Dock = 561 sq ft
Asphalt Pavement 4,792 sq ft, x 1/2" depth ="20$" Vottime 450 cu tt
NW _PONn
Pond Floor Area (6 + 9)/2 x(106 + 102)12 = 7 5 x 104 = 780 sq ft
Floor Penmeter 224 LF vAth 3 1 slopes on atl sides
Pand Volume (a7 6" Depth = U 5(780) + 0 375 (224) = 390 + 84 = 474 cu ft
474 > 454 NW Pond is OK for "208" treatment
Pond Volume A 8" Depth = 0 67 (780) + 0 67 (224) = 523 + 150 = 673 cu ft
673 > 495 required wiih Type "A" drywell, as per bowstnng OK for storage
*~****s~**~*~s***r***~*~****~~*~*~*~*:**
SW BASIN southwest portlon of site, including south halt'of buiidmg
Total Basin Area 17,934 sq ft= 0 412 acres
Pervious Area 1,700 sq ft = 0 039 acres
Impervious Area 16,234 sq ft= 0 373 acres
Impervious Area breakdown
S 1/2 metal roof = 8,800 sq ft
Concrete Dock = 340 sq ft
Asphalt Pavement = 7,094 sq tt , x 1/2" depth ="20S" Volume 296 cu ft
S W POND,
Pond Ftoor Area 85r(5 + 8)/21 + 6((8 + 2)12] = 552 + 30 = 582 sq ft
Floor Perimeter 191 LF vAth 3 1 slopes on all sides
Pond Volume @ 6" Depth = 0 5(582) + 0 375 (191) = 291 + 71 = 362 cu ft
362 > 296 SW Pond is 4K for "208" treatment
Pond Volume a, 8" Depth = 0 67 (582) + 0 67 (191) = 390 + 128 = 518 cu ft
518 > 357 required with Type "A" drywell, as per bowstnng . OK for storage
DRAINAUF BASIN DATA SUMMAKIES - CoNTnvuFn
NE-BAS1N northeast portion of site
Total Basin Area 3,468 sq ft= 0 080 acres
Pervious Area 600 sq ft= 0,014 acres
impervious Area 2,868 sq n= 0 066 acres
lmpernous Area breakdown
Concrete Walks = 80 sq ft
Asphatt Pavement =2,788 sq ft, x 1/2" depth ="208" Volume 116 cu ft
NF POND
Pond Floor Area. 10' x 19' = 190 sq ft
Floor Penmeter 58 LF vvith 3 l slopes an all sides
Pond Volume (u~ 6" Depth = 0 5(190) + 0 375 (58) = 95 + 22 = 117 cu ft
117 > 116 NW Pond is OK for "208" treatment
Pond Volume Q) S" Depth = 0 67 (190) + 0 67 (58) = 127 + 39 = 166 cu ft
166 > 0 recluired with T_ype "A" dryweU, as per bowstring OK far storage
,
~~*~~**~~~~******~~**~*a~~~~*~**~~****
SF BASIN. southeast portion of site
Tatal Basin Area 3,842 sq ft= 0 088 acres
Pervious Area 720 sq ft= 0 017 acres
Impervious Area 3,122 sq ft= 0 072 acres
Impervious Area breal:down
Concrete Walks = 96 sq ft
Asphalt Pavement = 2,974 s►q ft, x 1/2" depth ="208" Volume 124 cu ft
SC POND
Pond Floor Area 12' x 19' = 228 sq ft
Floor Penmeter 62 LF wiih 3 1 slopes on aU sides
Pond Volume ot, 6" Depth = 0 5(228) + 0 375 (62) = 114 t 23 = 137 cu ft
137 > 124 SE Pond is OK for "208" treatment
Pond Volume 8" Depth = 0 67 (228) + 0 67 (62) = 153 + 41 = 194 cu ft
194 > 0 required with Type "A" drywell, as per bowstnng . OK for storage
"MiNI BASINS" L()ADING DUCK RAMPS
; In,addrtion,to ttie four main dratnage basins, the ramn to each ofthe twQ loadingrlockS
conshtute their own little "mirn-basins" The north dock, ramr and clryvvz,ll is existing, the
- south dock, lramp and drywell are proposed '1'he sotith mini-basin is descnberi as fntlows
SnUTH_RAMP,
~
ASphali Pavement =16' x 42' = 672 sq ft = 0 U 15 acre
n1o =C IA=(090)(1 18)(0015)=004cfs
One Type "A" drywell is sufficient for drainage at the sauth ramn
RATIOIVAL FOkMULA HYDRqLOGY
DATE = 2/7195 nESIGNER = D.H.C. BHSIN PJW
PRDJECT NAME = CAkSTENS MANHGEMENT- WAFEHOUSE #13119
DESCRT F'T Y OIV = OlV-S I TE DFA I NAGE, TW I ERt"IAN HT VALLEYWAY
SUBAREA 1=. 463) ACRES SUBAREA 1RUNqFF COEFF IC IEIVT = .9
SUBAREA 2_. 085 ACRES SUBAREA ? RUIVOFF GUEFF ICIEN1" _ .15
TO`f pL AFEA = .548 ACFtES CUMFDS1 TE RUNOFF CQEFF I C I EtVT = . 783%bb78H 3212
0VERLAND FLOW VAL.UES
Ct = .15
L = 180
N = .016
S = .Q1
L'WANNEL FLOW VALUES
L = 4
TD = U
COh1FUTED VALUES
DUR - 5.OU
I1C3 3.18
Olu - 1.37
aw = o.ao
HOWSTRING CpLGULqTIaNS
DATE _~/7/9 ; DCSIGNER = D. I-I. C. BASIN NW
FF:OJ ECT NAInE = CAFSTEIVS MANAGEi'1CNT- WAREWOUBE # 1 '>11 9
UESCRIPT IOIV = QhJ-S I TE DRA ! IVAGE , TH I ERIIAN HT VALLEYWAY
t t Intensity Gidev. Vzn VoLtt Star-aqE
(min. ) (sec. ) (i n. /hr-. ) (c. f . s. ) (cu. ft. ) (cu. ft. ) (cu. ft. )
5. U ;K 300 30• 18 1•3-7 549 90 459
1C). U 600 2.24 .96 675 I.BU 495
15.0 9CiC) 1.77 .76 762 _2 70 492
20.0 1200 1.45 .62 81 l. ~60 451
i5. 0 1500 1.21 •52 832 450 3. U2
7140. C1 1800 1.04 .45 849 540 309
~aj=. ~1t~G .91 . ~5~ t361 b :G 1
40. p 2400 .82 .35 881 721 Ci 161
45. Ci 2700 .74 .32 890 810 EC1
50.0 3000 .68 9 906 900 b
55.il 3300 .64 .27 9a5 990 -55
60. 0 3600 .61 .26 970 1080 -114
o5. 0 3N900 .60 .26 1023 1 170 -147
' 70.0 4200 .58 . Z' 5 1 07y 1*216 0 -168
75.0 4500 • J6 • .G4 1097 1 J..~.1~.ti _ 755 ..~i
80.0 4800 .52.'l .23 11 16 1440 --,,24
BJ • Ci 5 1CIC) •52 • 22 1151 1530 -379
90.0 5400 .50 .21 1 i81 1620 -439
95.0 5700 .49 .21 1221 1710 -489
100.0 6000 .48 .21 12,58 1804 -542
THL PIHXTMUM STOfiAGE IS 495.3L7i 1J3J999 CU. FT. --a W`'J Po'JL) VoL'JML jJtl-T~t
~ The t i rne of concentrat i on i s 5 mi nutes. F11`
The Undevel oped f 1 ow out i s .3 c. f. s.
TEN YEAR STOf M CALC
RHT I ONRL FC3R1'1ULF1 HYllROLOGY
nuTE _22/7/95 DESIGNEF = D. H. C. BASIN SW
P'FeOJECT IVAME = CAhsTEIVS MRNAGEMENT- WAREHUU5E # 13119
DESCk I F'1' I ON = ON-S I TE DRA I NAGE. Yt-I I ERMAIV AT VALL.EYWGiY
SUE~AREa I=.373 ACRES SUBAREA 1 RUIVOFF COEFF I C I ENT = .9
SUBflFEA 2=. 039 AGRES SUPAftEA 2 f;UiVClFF COEFF I C TEN1" = .15
1"C1TAL AREA = .412 ArRES COtMF'OS I TE RUIVOFF COEFF IC r EIVT = . 8'&"9C►04854369
OVEf;LA{VD FLOW VALUES
Gt = .15
L = 110
h! _ .016
S = .01
CI-IHNNEL FLOW UALUES
L = U
TU = 0
Cd("1F'LITED VALUES
DUR = 5.00
110 - a. 18
010 = 1. 09
QFl - 0.00
BOWSI'Ft I IVG GALCULAT X 0NS
GATE = 2/7/95 DESIGNER = D.H.L. £+ASIN SW
PF:OJ ECT NAME = GARSTEIUS I`1HNAGEMENT- WAkEHOUBE #131l y
UCSCF I P'T I ON = ON-S I TE DRFI t NAGE, TH Z ERNAN AT VHLLEYWpY
t t Intensi ty Qdev. Vx n Vout Stordqe
(Riin. ) (sec. ) (in. /hr. ) (C. f . s. ) (cu. ft. ) (cu. ft. ) (cu. ft. )
5.0 ~K 300 3~. 18 1. 09 4a7 9C) 36 4 7
10.0 600 2.24 .77 537 180 L Z7
15.0 900 1.77 .60 606 270 3-36
1,10. Q 1200 1.45 .50 645 360 285
25. 0 1500 1.21 .41 66~ 450 212
3l►. 0 1840 1.04 .36 676 540 1306
` 5. u 2 1taU .91 .31 684 630 54
40.0 2400 . B2 .2e 701 720 -19
45.0 270t1 .74 .25 708 B 1 G -1 02
50. o 3000 . 6a . 23 720 900 -1e0
55.0 3>300 .64 .22 744 99U -A.46
60.0 .:.600 .61 .21 771 1Ok3Cs t?9
65.0 3% 90 0 .60 .20 813 1170 -357
70.0 4204 .58 .20 852 1260 -408
75.0 4500 .56 . 19 872 13N50 --478
80.0 4840 .53 .18 887 144c'J -55-3%
e5. 0 5100 .52 • I8 915 1530 -615
90.0 5400 .50 .17 940 1620 -680
95.0 5740 .49 .17 971 1710 - 7 3 9
100.0 6000 .48 .16 1000 18Uo -800
1'HE IhAXIP1UM STOrAGE IS 357.080544401 CU. FT. VOLJME: ~t)a"
- < ( 8 4v F-T
* The ti me of concentr-ati on i s5 rriY nutes.
The Undevel aped f law out i s .3 c. f. s.
TEIV YEAR STQFiM GALG
kAT I OIVAL FORIhULA HYDkOLt7GY
Dt;TE =217/95 DESYGNER = U. H. C. EsF15IN NE
F'rOJ ECT {VAME = CARSTENS MANAC3EMENT- WAFEHOUSE # 1:> 119
DESCRIPTION = ON-SITE DRArNAGE, THIEf,MAN AT VALLEYWAY
SUBAREA 1=.066 Airf~ES SUBAREA 1 f;UNOFF COEFF 1 C I ENT = .9
SUBAREA 2= .014 ACf,ES SUBAREA 2 FcUNOFF COEFF IC I ENT = .15
TOTAL AREA = .08 ACRES I:OMPCISITE RUNOFF COEFFIClENT = .76E375
D'VEF'LAIVD FLOW VALUES
Ct = .15
L 54
{V - . 016
S = . 01
CHANNEL FLOW VALUES
L = Ci
TD = u
COMF'UTCD VALUES
DUF - 5.00
I 10 18
010 - .20
QA - 0.00
~OWSTRIN G CALCULATIaNS
DATE = 2/7/95 DESIGNER = D.H.C. BASIN NE
PROJECT NAME = CARSTENS MANAGEMENT- WAREMOUSC #1,3119
DEBCRI PT I OIV =ON-STTE DRA IIVAGE, TI-i I ERMAIV AT VALLCYWAY
t t Inten5ity Qdev. Vi n 'JrrLit 5toraqe
(min. > (sec. ) (in. /hr. ) (c. f .s. ) (cLL. f t. ) (cu. +t. ) (cLi. ft. )
5.0 ~ 3U0 3.18 .20 79 90 - I 1
10.0 600 2.24 .14 97 18U -83
15.0 900 1.77 .11 109 210 -161
20.0 1200 1.45 .09 116 360 -244
25.0 1500 1.21 .07 1] S► 450 -33 1
30.0 1800 1.04 .06 122 540 -418
35. C) 2100 .91 .06 123 630 -54-17
40. 0 2400 . B2 .05 126 720 -594
45.0 1700 • 74 .05 1 i 8 810 -6e2
50.0 _31 0' 0 C) Q .68 . 04 130 900 --774
55.0 3-3100 .64 . 04 134 95+(.) -856
60.0 3N 6 0 G .61 .04 13> 9 14g0 -941
65,0 -0900 .60 .04 146 1170 -1 U~4
70.0 4200 .58 .04 153 1260 --1 10?
75.0 4500 • J6 .03 157 1.350 -1193
1
80.0 4800 .53 . a3% 164 1440 -1 280
B..rJ . C) 5100 .52 ■ 03% 165 15 _3 0 13C75
90.0 5400 . 50 .0~ti 169 162(1 -1451
95.0 ,700 .49 .03 175 1710 -1 vz5
140.0 6000 .413 .03 184 1800 -16~0
THE MAX IMUM £TOr'AGE I S 0 CU. FT. NC ~o~d D U aLumC ~d ~~•E~'= l~~ *NJ 1 7
* The ti me of concentration i s 5 mi nutes.
The Undevel oped f 1 ow out i s . 3 c. f. s. y T lp€ Po
TEIV YEAR s7QkM CALC
RArIUNAL FORMULA HYDROLOGY
DaTE =2/7/95 DESTGIVEft = D. H. C. BASIIV SE
F'F+l7JECT NAh1E = GARSTENS MANAGEMEIVT- WA1;EHt1U5E #1 i 119
DESCFt I PT T ON = ON-S r TE DFAI NAGE, TH IERMAN AT VFiLLEYWHY
SUBAFEA 1=.~172 ACRES SUBfaFEA 1 RUNOFF COEFF Y G I ENT = .9
SUBAREA 2=.017 ACF:ES SUFsAFtEq 2 FtUhIUFt= COEF F I C IENT = .15
1'UTAL AREA = .089 ACRES COMFOS 1 TE RUIVOFF COCFF I G I ENT = . 75b74157~ ~3A
OVERLAND FLOW VpLUEB
Ct = .15
L - 74
N . 016
S - .01
CHANNEL FLt]W VALUES
L - O
T A =
CQMPUTED VALUES
DUF' - 5.00
110 = 3« 18
Cl1 Ci = .21
QA - U.OU
BOWSTRING CALCULATIQNS
GATE _ 2/7/95 DCSIGNER = D.H.C. &ASIN SE
PROJELT lVAME = CARSTEtVS MANAUEMFNT- WAREHOUSE #13119
DESCRY F'Y I ON = QN-S I TE L7FA I NAVE, TH T ERhrIAN HT VALLEYWAY
t t Intensity Qdev. Vxn Vout Storaqe
(min. ) (sec. ) (in. /hr. ) (c.f.8. ) (cu. 4t. ) (cu. ft. ) (cu. -Ft. )
5.0 300 i. 18 . ~1 $6 90 -4
10.0 600 2.24 .15 1 06 180 -74
15.0 900 1.77 .12 119 270 - i 51
^4 . 0 1200 1.45 .10 127 360 -233
25.0 1500 1.21 .08 131 450 --3-19
:50. Q 1 So0 1.04 .07 1 ZF 3 540 -407
35.0 2100 .91 .06 1 ~5 63-00 -495
40. U 2404 • 82 • CJ6 1-%e 742 U -5 6i
45.0 2700 .74 .05 140 810 -67U
500 U ~►C~UO .68 .05 142 900 -75E3
0 ~a~►~~ .64 .04 147 990 -84a
60.0 3600 .61 .04 1 52 1080 -928
65.0 390() .60 .04 160 1 170 -1 01 U
70.0 4200 .59 .04 168 1260 -1 C)9?
75.0 4500 .56 .04 172 1~ r%_5 4 -1178
80.0 4eOC1 .53 .04 175 1440 -1265
ElS. C, 510c) .52 .03 180 15 ~0 - 1 • ;ct
90.0 5400 .50 .03 185 1620 -1 4= 5
95.0 5700 .49 .03. 191 1710 -1519
100.0 6000 .48 . 0%31 197 1800 -1 bG3
THE MAX YMUM STC7~'iACiE IS 0 CU. FT. --3 SE 1'OND voLuME L 8~~~TI`i = I`itt- W FT
* The time of concentration is 5 minutes.
The Undevel oped f1 ow out i s .3 c. f. s. TyPE A-Df=Ywf:-L-
7EN YEAR STORM CALC
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.
~CT(1R-AAWATFR T1R AMNA CE REPQRT
, I
for thP pmpoQei
~
C_ AR,STENS MANAr-TEMENT CO.
W:A ~HQtJSE C(JUPLEX
tocated at
Thierman Roaci anci vaE:ated Vallev WAV Avencie
m tf~e N~ 114 of the SW 1 I4 of Section 13, rt' 25 N, R 43 E W.M
Spokaate, Washvngtan
, Develaper Peter Carstens
Atchitect FrA,nk T6tiha,ra, ATA
~
o ,
~
Fehnaary 11, 1995
,
RePort PrePared Ry
En~~~~ers, lnd.
iVorth 909 Argonne Road
Spokane, WA 99212
OFFICIAL ~.U~BLG,~E~s ~
' Nt) 131{ 9 SPOKANE COU
PRnJF,CT CE
OR GINAL
PAOJECT #
SUBMITTAL ~ A. t'419.3 aa
* * ~ ~~JRN TO COUNTY ENGINEEA
CON'~']C NTS
, Drainage Rasin Data Summaries
"208" Pond Volume Gatcuiations E. ~~,r
aT wAsy
Ra't+oriat Formula Hydrology & Bavvstriihg Calculahons ~ f.~
, y
SPOKANE ~COl~JNTY ^S C S. So+1s,Map,and Descript+ons 119 -
~ R~96~
FEB 1 I l99~5 9 .
ING' Supplemefttary Map
D Y O BUILD _
9s ~
Drainage Map cxpIpES 7o7o
DRAlNACiE BASIN DATA SUMIVIARIES
AN D
"20$" pOND VOLUME C;ALCULATIONS
Trie followmg pages contarn data for each af the four on-srte drainage basms, and for each basm's
"208" stormwater retention pond Refer to the l20' I)ramage Map for the achial basin
lacarbons and botmdanes
1n general, for any dramage pond wrth 3-1 side slopes, the pond wlume caa be calculated with two
compone.nts the volume d,rectly above the pond floor pius the volume above the side slopes To
compute the voltune at any pending depth, onty two parameters need to be knawn pond floor area
and pond floor penmeter length (bvth are specified on the Dramage Plan map)
Volume is calailated at 6" depth for "208" treatment and at 8" depth for storage, as follaws
At 6" depth
Pand Volume = (0 S tt depth x pond floor area) +(l/2 x 0 5 x 15 x pond floox penmeter)
=05 A+0375 P
At 8" depth
Pond Volume =(0 67 ft depth x pond floor ar+ea) + (1/2 x 0 67 x 2 0 x pond floor penmeter)
= 0 67A + 0 b7P
2 0 feet A-
~-l✓ l
' ' ' ' _ _ _ ' ' . _ . . . _ _ ' _ ' . ' ' ' ' ' _ '
F.
a0 6irz
6"=05ft
Y
Pond Floor
•:~:.:::~:::::~s:~::::s~:s:~s::ss::~:~~::::~~:.:.:~::~::::#::#::*:::::~~:~::::x,~
NOTF All impervirnna mirtace,; are inclucied in hydrology and storage r,aiailAtions,
hut nnly ncnhn/I nmfPmPhf is concidered for "209" treatment in the first 6" pnndtns; derth
aRATNAGE BASTN DATA SUMMARIES - coxTnvtngn
NW RACTN northweqt pc►nion ofQite. inclticiing ttorth hAlfofbudtling
Tota1 Bacr" Are,a 23,176 c, R= 0 148 ac,rec
Pervirnia Area 3,721 cq ft _ 0 QRS Acrec
tmPPrviotrc Area 20,153 gq ft = Q 463 acree.
tm{+erviotic Are-a breakdown
N 1/21VIeta1 Rnc+f = 8,800 cq ft
Cor+crete Dock = 561 sq f}
Aephait Pavement =10,792 cq fl, x 1/2" dePth ="2AR" Votume 450c« fit
N1N P()NTa
Pond Fioor Area (F + 9)/2 x(1 06 + 102)l2 = 7 5 x 1 04 = 780 cq f}
F'1nor Penmeter 224 LF with 3 1 slopes on all sides
Pond VoItime eni fi" Depth = 0 5 (780) + 0 375 (224) = 390 + 84 = 474 cu ft
474 > 450 ' NW Pond is OK for "209" treatment
Pond Volume ,n Depth = A 67 (780) + 0 67 (224) = 523 + 150 = 67-3 cu ft
673 > 495 required wtth Type "A" dr_yweil, as per k►owstring ' OK for ctoraae
SW BA STN southwest portion of cite, mcludmit cotnh half of building
Total Basin Area 17,934 sq ft= 0 4] 2 acres
Pervious Area 1,700 sq ft = 0 039 acres
impervious Area 16,234 sq ft= 0 373 acres
lmpervious Area breakdown
S 1/2 metal roof = 83,840 sq ft
Concrete Dock = 340 sq ft
Asphalt Pavement = 7,094 sq ft, x 1/2" depth ="208" Volame 296 cu ft
SW PONU
Pond Floor Area 85r(5 + 8)/21 + 6r(8 + 2)/21 = 552 + 30 = 582 sq ft
Floor Penmeter 191 LF with 31 slopes on all sides
Pond Volume c_(c1, 6" Depth = 0 5 (582) + 0 375 (I91)= 291 + 71 = 362 cu ft
362 > 296 SW Pond is OK for "208" treatment
Pond Votume cr, 8" Depth = 0 67 (582) + 0 67 (191) = 390 + 128 = 518 cu ft
518 > 357 required with Type "A" drYweli, as per bowstnnp, OK for storage
DIZAINAGF BASIN DAT A CUMMgI?IES -
F AIRT R A CTN rnrtinn nf rite hetween hitildintvancl Thiermnn Rnad
Tota1 lbcin Aren. 7 191 cq f} = 0 165 screq
Penrint'e, Aren 1 11(1 cq R=0 025 acreS
1mpPniovir, Ar" 6,l1A 1qq ft _0 140 Acrec
Zmppninitc qrPA hreakdown
C nnGrete W,,v1ke = 999 Si R
Mrhaft P;tvemPnt = 5(19l cn f} Y 1/2„ ciepth ="20R" WIrime 212 ,c,i fl
EAST PnNT)
Pnntl Flonr ArPn 1 R' v 25' = 450,;q ft
Finnr PPtimeter RF T F nith I 1 clnrer, on a11 cidec
PondNInI»me rP 6" nepth = Q 5(450} + Q 375 (86) = 225 + 32 = 257 cii ft
257 > IM FRct Pond ia OK for "209" tre,atment
Ponci Vc►hime R" nepth = 0 67 (450) + 0 67 (Rfi) = 301 + SR = 359 G» ft
359 > 76 cii ft r"+i+red w+th Tyre "A" cirvwell ac rer hnwStrinQ
• OK fnr arnrsqe
~
"MTNT B,ASINS" LnAOfiNC DnCK RAMPS
ln addrhnn tn thQ fnrtr main tlrainage hasme, the ramn tn each of the twn 1oRding dnckc
ennqtitiite their n«+n 1itt1e "mini-harinc" The north cinek, ramr Ancl drvweil iS exicinQ, the
Rrnrth clnrk ram"and InmvFll ArP rrprmPd Thp cn,tth m~m-h~c~fi iS deccnhed ae folinvvc
C(~TrTN nOC'K R 11 STN
Acrh,11t Pavement = 16' x 42' = 672 ci ft = n 015 AcrP
Q,n _ r r n=(n 90)(1 t 8)(n 015) = 0 04 efs
•One Type "A" cirv«~ell ic mfficient for clrainage st the couth ramP
.
P:pTIQNAL FOkMULA NYAROLOGY
DATE _ ~/7/95 DCSIGNER = D. H. G. PASIN NW
PRQJEGT NAME = CARSTENS MANAGEMENT- WAFEHOUSE #1'-:119
DESCRIFTIUN = Uh!-aITE DRAZNAGE, THIERMAN AT VALLEYWAY
SUBAREA 1=. 463 ACRES SUBAREA 1RUNCIFF CI7EFF I C ZENT = .9
SUBAREA 2=.085 ACRES SUBAREA 2 RUNOFF COEFFICICNT =.15
TOTAL AREA = .548 ACRES CCiMPOS X TE RIJNOFF COEFF IC I EIVT = .783667883212
C1VERLAND FLOW VpLUES
Ct = .15
L = 120
PJ = .016
S = .hi
CHANNEL FLOW VALUEr-j
L = C)
TD = c"a
COMF'UTED WALUES
DLlR = 5.00
I ia = 3. 19
010 - 1.~7
QA = 0.00
POWSTR I IVC CALCULAT I ONS
DATE _2/7/95 DESIGNER = D. H„ C. BASIhi NW
RROJEGT NAME = CARSTENS MANAGCMENT- WAREHOUSE #1~119
DESCRIFTION = ON-SITE DkAINAGC. THIERMAN AT VALLEYWAY
t t Intensity Qdev. Vin Vout 5tor8qe
(m1 n. ) (sec. ) (in. /hr. ) (c. f . s. ) (cu. ft. ) (cu. ft. ) (cu. ft. )
5.0 * 31 0 0 3.18 1. 37 549 90 459
10.0 600 2.24 .96 675 180 495
15. U 900 7. 77 .76 762 270 492'
cn . 0 1200 1.45 . fa~ 811 360 451
25.0 1500 1.21 o52 OZ G 450 3" C!2
70. 0 1800 1.04 .45 849 540 709
35 . L) ~ 1~~Ci .91 .'9 861 63 C~ 1
40. O 2_404 . 62 . 35 BB 1 720 161
45.0 270 0 .74 .~2 890 810 E30
50.0 3000 .68 .29 906 900 ~
55.0 ti3 C~C) .64 .~7 5'05 990 -55
60.0 3600 . 61 ..226 970 1080 - 3.1 n.
65.0 -%g()tl .60 .26 1 023% 1170 - 147
70.0 42200 .5e .25 1072 1260 -188
75.0. 45C~C~ .56 .~4 1 G97 1~ 50 5 -3
80. n 4800 .53 .23 1116 1440 -3024
85.0 5100 .52 . A". c 1151 15 y 0 --379
90.0 5400 .50 . A. 1 1181 16 A20 -4 ~ 9
95.0 3 7C) n .417 .21 1`~1 1710 -489
1 Q0. 0 6000 . 48 ,21 1258 I8G0 -542
THE MAXIMUM STOFtiAGE IS 495.301535999 CU. FT. U^L"~~'r
- ~ ?3 ~ F'T'
~k The time of concentration is S mznutes.
The Undevel oped f 1 ow out i s .3 c. f. s. T`f PE
TEN YEAR STORM CALC
~FtAT I OhlAL FOf;IhULA HYDFOLOGY
, DATE = 2/7/95 DESIGNEF; = D,. H. C. BASIN 5W
,
PROJECT NAME = CARSTCNP I"IANAGEMENT- WA1"zCHOUSE # i L 119
'L
DESCR I FT I,ON = ON-S ITE DFA I NqGE, TH x,ERMAN AT VALLEYWAY
SUBAREA 1=. 373 ALRES 'SUBAFEA 1 RUNOFF CI]EFF I C I ENT .9
SWBAREA 2=. 07,9 ACRES, 'SUBAREA 2 RUNOFF COEFF I C I ENT = .15
ti
TOTAL 'AREA = .412 AGRE5 COMPCIS I TE RUNOFF 'COEFF'I C Z ENT = .829004854369
~ OVEFLAIyD FLOW Vi~LUES
Ct - 1.`r.,
L = 1' 10,
hl = .016,
S = . «f1
CHpNNEL FLOW VALUES
L = U
' TDI _ Ct
COMFUTED VAL:UES
DUR = S. CtO
I10 = -0.18
010 = 1.09
QA - a. GO
3
1(
I
I
~ M
f
.Z-
BOWSTRtNG CALCULATIONS
DATE = 2/7/95 DESIGNER = D.H.C. PASIN SW
PFOJECT NAME = CARSTENS MANAGCMENT- WAREHOUSE #13119
DESCRIRTION = ON-SITE DRAINAGF, THIERMAN AT VALLEYWAY
t t Intonsity Qdev. Vin Vout Storaqe
(min. ) (sec. ) (in. /hr. ) (c.f.s. ) (cu. ft. ) (cu. ft. ) (Cu. ft. )
5. 0 * ~c.i() 71.18 1.09 437 9C1 3 47
1C~. 0 600 y. 24 .77 537 1B~'a ~57
15.0 900 1.77 .60 606 270 ::-.::,6
~0. C> 1200 1.45 .50 645 7560 285
25.0 1500 1.21 .41 662 450 212
10. O 18o4 1.04 .3-6 676 540 136
35. Co 2100 .91 .711 684 6Z;C} 54
40. G 2400 . B2 . 28 701 720 -1 9
45.0 ~7C) C) .74 .25 70~ sio ~
50.0 ~ C) Cy4 .68 0A. ~ 720 904 --180
55 . C, C~C~ . 64 . 22 744 99C~ -~46
60.0 : 600 .61 .21 771 1080 -_._N04
65. C1 `•9Cti0 . 60 .20 81 7N 1170 -3N 5 7
70.0 4200 .58 .20 852 1260 -409
75.0 4500 .56 .19 972 171-50 -478
e0. Q 4800 .53 .18 887 1440 -553.
85.0 51rlc1 .52 .18 915 153% 0 --615
90.0 5400 .50 .17 940 1620 -6130
95.0 57CiO .49 .17 971 1710 -730 9
100.0 6007 .48 .16 1000 1800 -800
THE MAXIMUM STORACaE IS 357. C1B0.'.,44C101 CLI. FT. ~W eO'~~ ~OLv~'E: C~ 8"
P-
~ The time of concentrat9 on is 5 minutes.
The Undevel oped f 1 aw out i s c. f. s.
TEN YEAR STURM CALC
~
~
4
RAT I ONAL FORMIJLA HYDRO'LOGY
DATE = 2/ 15/95 DESItGNER = D. H. C. BAaIIV EAST
PROJECT NAME _ CARSTENS MANAGEMENT,WAREHOUSE. #1,3119
DESCR I PT I ON = ON-5 I TE- DRA I hIAGE y TH I ERMAN AT VALLEY WAY
,
r SUPAFEA 1' .14 A,CRES SUPAREA 1' RUNQFF COEFF I C IENT = .9
SllPAREA 2= . ayJ ACRES SUBAREA 2 RUNOFF COEFF I CFI ENT = . 15,
TOTAL AREA = .165 ACRES COMPOS I TE RUNOFF COEFF I G I EIVT = . 786` 6Z3b3b~ 64
OVERLAND FLOW VALUES
r Ct = .15
L = 140
N = .0116
S = . 01
CHANNEL FLQW VALUES
L = 0
T D = 0
' COMFUTED VALIlEB
DUR = 5,00
I'10 = i. 18
,010 = .41
QA = 0. 00
L
~
'Ya
1
0 0
BOWSTRING CALCULATIONS
DATE = 2/15/95 DESIGNER = D.H.C. BA5IN EAST
PROJECT NAME = CARSTENS MANAGEMENT WAREHOUSE, #13119
DESCRIPTION = ON-SITE DaAINAGE, TWIERMAN AT VALLEY WAY
t t Intensi ty Odev. Vi n Vout Storaqe
(min. ) (sec. ) tin. /hr. ) (c. f s. ) (cu. ft. ) (cu. ft. )(cu. ft. )
5.0 * 300 3.1Ei .41 166 90 76
~ 10.0 6C~C0 2.24 .29 204 180 ~4
15.0 900 1.77 .23 230 270 -40
20.0 12100 1.45 .19 245 360 -115
25.0 1500 1.21 .16 252 450 -198
-014. 0 1804 1.04 .13 257 540 -2E33-
Z35. p 2. 100 .91 .12 260 63%0. -370
40.0 2400 .82 .11 266 720 -454
~ 45.0 2700 .74 .10 269 810 -541
50.0 3000 .68 .09 274 904 -626
'
55.0 " 0 0 .64 .013 2s~.
990 -7a7
I 60.0 3600 .61 .013 293 1480 -787
65.0 39C1o .60 .08 309 1170 -861
I 70.0 4200 .58 .08 324 1260 -936
7590 4500 .56 .07 331 1350 -1019
I
80.0 4800 . .,3 .07 ~ 7 1440 -110:
85.0 3100 .52 .07 348 1530 -1182
~
90.0 54t~'~a .50 .06 357 1620 -1267%
~ 95.0 5700 .49 .06 369 1710 -1 ~ 41
100.0 6000 .48 .06 380 1800 -1420
IITHE MAX I MUM STORAGE I S 75.e67210001 CU. Ft. E'AST' PbND VoLv^tE a
= 359 d" FT
~k The ti me of concentrat i on i s S mi nutes. -
The Undevel oned f 1 ow oLit is t. f. s. -('YpE "A ",,,,eu-
I TEN YEAR STORh1 CALC
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M 31 ~b STOR:MWATER DRAINAGE REPORT
OB SION OF 8UlLD1NQ
• for the proposed
CARSTENS NIANAGEMENT CO
WAREHOUSE COMPLEX
located at
Tluernnan Road and vacated Valley Way Aveaue
w the NE 1/4 ofthe SW 1/4 of Sechon 13, T 25 N, R 43 E W M
Spokane, Washington
Developer Peter Carstens
Architect Frank Tonbara, AlA
May 15, 1995
Report Prepared By
Simpson Engineers, Inc.
OF-'"~'AL North 909 Argonne Road
r~-~
c;p~~E rUUNTY ENGIN~ 10 ~ Spokane, WA 99212
0 ~w
R. ~ 1 • u.~"
~a~ 0 ~rp ~ PROJFCT ND 13119
SUW1TfAl S ~ - ~
RI-ru~r~-r6 „~/3 ~66NTY E~~~~~lt- _y ~
* * * TABLE OF CONTENTS * * *
Drauiage Basui Data Summanes
"208" Pond Volume CalculaGons
~ f:.
Rahonal Formula Hydrology dt Bowstrmg Calcuiations wAsli
'4,
S C S Soils Map and Descnpuons
~
.
- slz~-0.~
Supplementary Map ➢ ' +
~
~ ~sl~NAL
Dramage Map
EXPIRES 7r17A JS' ~
"208" POND VOLUME CALCULATIONS
Tha followmg pagas contam data for each of the on-srte drauiage basuls, and for each basm's
"208" stormwater retention pond Refer to the 1" = 20' Draunage Map for the actual basun
locauons and boundanes
In general, for any drainage pond wrth 3 1 side slapes, the pond volume can be calculated wrth two
components the volume duectly above the pond floor plus the volume above the side slopes To
compute the volume at any ponduig depth, only two parameters aeed to be lmown pond flaor area
aad pond floor penmeter length (both are speclSied on the Drainage Plan map)
Volume is calculated at 6" depth for "208" treatment and at 8" depth for storage, as follows
AL 6" depth
Pond Voluune =(0 Sft depth x pond floor area) t(1/2 x 0 5 x 15 x pond floor penmeter)
=05A+0375P
At 8" depth
Pond Volume =(0 67 ft depth x pond floor area) +(1/2 x 0 67 x 2 0 x pond floor penmeter)
= 0 67A + 0 67P
20feet
r
15 feei
a
8" = 0 b7 ft
6"=05ft
,
Pond Floor
#t**si***t#s~~#~~***►***~#~*****i~~*#****#~**+~*~*##~#**~k#**#~Ii~si~****#*~+~#~##~*~
NOTE All unpemous surfaces are included in hydrolog}r and storage calculations,
but ocily asphalt pavement is considered for "208" treatment in the first 6" ponding depth,
since the warehouse roof is metalllc and does not runoff to the asphalt surfaces
DRAINAGE BASIN DATA S S
WEST BASIN west portlon of s~te, includ~ng aorth 1/4 of bu~ldir,b
Tatal Basin Area 20,320 sq ft= 0 466 acres
Pervious Area 3,260 sq ft= 0 075 acres
Impervious Area. 17,060 sq ft = 0 392 acres
Impervious Area breakdown
N 1/4 Metal Roof = 4,400 sq Ft = 0 101 acre
Asphalt Pavement = 12,660 sq Ft = 0 291 acre
"208" Area. 12,660 sq ft
"208" Volume 527 cu ft
WEST POND
Pond Floor Area 8 x 110 = 880 sq ft
Floor Penmeter 236 LF with 3 l slopes on all mdes
Pond Volume Q 6" Depth
= 0 5(880) + 0 375 (236) = 440 + 88 = 528 cu ft
528 cu ft> 527 cu ft required for "208" treatment
, NW Pond is OK for "208" treatment
Pond Volwne @ 8" Depth
= 0 67 (880) + 0 67 (236) = 590 + 158 = 748 cu ft
748 cu ft> 392 cu ft required with Type "A" drywell, as per bowstring
OK for storage
DR:AINAGE BASIN DATA S IES - CONTllVUED
EAST BASIN east porhon of slte, between building and Ttuerman Road
Total Basia Area 132860 sq ft= 0 318 acres
Pernous Area 1,746 sq ft= 0 040 acres
Impervious Area 12,114 sq ft = 0 278 acres
Impernous Area breakdown
Concrete Walks = 325 sq ft= 0 007 acre
Aspha.lt Pavement =11,789 sq ft= 0 271 acre
"208" Area 11,789 sq ft
"208" Volume 491 cu ft
EAST PON'D
Pond Floor Area 15' x 75' = 1,125 sq ft
Floor Perimeter 15 LF of 3 1 slope (on east side only)
'
Pond Volume @ 6" Depth
= 0 5(1,125) + 0 375 (15) = 562 + 6= SbH cu ft
568 cu ft> 491 cu ft
. East Pond is OK for "208" treatment
Pond Volume Q 8" Depth
= 0 67 (1,125) + 0 67 (15) = 754+10 = 764cu ft
764 cu ft> 238 cu ft required with Type "A" drywell, as per bowstnng
OK for storage
DRAINAGE BASIN DATA S S- CONTINUED
METAL ROOF
The south 3/4 of the buddiag roof wiU flow ma gutters, downspout and piping to a drywell
dedicated solely for roof drainage, located on the west side of the warehouse
Roof area drauung to drywell 132' x 100' = 13,200 sq ft= 0 303 acre
Q,n = C I A=(0 90)(3 18)(0 303) = 0 87 cfs
: One Type "B" drywell is sufficient for dramage for the metal roof
K
~**~*****s*******~*~**~~a***~*****~»*****~***** ~,-C ~
LOADING DOCK R.AMPS
s R a
6r~
~r.In addibon to the main drainage basins p to each of th o loading docks
constitute their own little "min~-bas' ' The north doc p and drywell is existing, the
' south dock, ramp and drywell are pr sed outh m~ni-bas~n is described as follows
SOUTH DOCK BASIN
Asphalt Pavement =16' x 102' = 1,632 sq ft= 0 037 acre
Qio = C I A=(0 90)(3 18)(0 037) = 0 11 cfs
One Type "A" drywell is sufficient for draiaage at the south ramp
RATTVIVAL FORMULA HYDFGLOGY
DATE = 5/17/95 AESTGNER = D.H.C. BASIN WEST
PROJECT NAME = CARSTENS MANAGEMENT t0. #13119
DESCRIPTION = WflREHOUSC AT THIERMAN RORD tc VHC. VHLLCYWHY
SUPARCA 1=.291 ACkES SUBAREA 1 RUNOrF COCFFICIENT =.y
8UBAREA 2=.101 ACRES SUBAREA 2RUNUFF COEFFICIENT =.q
SUBAREA 3=.075 ACRES SUbAREA 3% FUIVQFF GOEFFICIENT =.15
TOTAL AREA =.467 ACRES CDMF05ITE RUNOFF CDEFFICIENT =.779550321199
OVERLAND FLOW VALUES
Ct = .15
L = 12 85
N = .016
C . 01
CHqNNEL FLOW VALUES
L = 0
T D = 0
COi"tF`UTED VALUES
DUR = JrQQ
11ci _ 3.18
010 = 1.16
QA = Cl. 00
B0415TRING CALCULATIONS
DATE _ 5/17/95 DESIGNEF = D.H.C. BHSIN WEST
F'ROJECT NAME = CARSTElVa MANAGFh1ENT CO. # 1311 S►
DESCRIPTION = WAREHOUSE AT THIERMAN ROAD & VAC. VALLEYWAY
t t Intensity Qdev. Vin Vuut Storage
(min. ) (sec. ) (in.lhr-. ) (c. f. s. ) (cu. ft. )(cu. f t. ) (CLt. ft. )
5.0 ~C 300 '-"%.18 l.lb 465 90 375
10.0 600 2.24 .82 57~ 160 392
15.0 900 1.77 .64 646 270 3%76
20.0 1200 1.45 . 5 Z-1 bg l 60 :2 7
25.0 1500 1. ~ 1 .44 706 450 ~56
L Q. V 1800 1r a4 • 38 7L0 540 180
315. Q 41-1-11 OU .91 729 6 73C1 99
40.0 2400 .82 . sd 747 720 ~2.7
45.0 2700 .74 .27 755 B1U -55
50.0 3000 .68 .25 76E3 90C) -1 ~ 2
55. 0 3aU0 . 64 . 23 793 990 -197
60.0 3600 .61 .22 822 1080 6~. L~ ~+9U0 . bCf . ~2 81~7 117t7 -~C)3
70.0 4200 .58 .21 908 1260 -352
' 75.0 4500 .56 .20 930 1350 --420
64.0 4800 .5'-". .19 946 1440 -494
85.0 5140 .52 .19 975 15ZOO -555
90. 0 5400 . 50 . 18 11t02 1620 -618
95. t► 5700 .49 .18 10 -3 5 1710 -675
100.0 6040 .48 .17 1066 18G0 -73%4
7HE MA X I MUM STORAGE IS 392. 46 2 a440G2 CU. FT.
* The ti me of concentrati on i s 5 mi nutes.
7he Undevel oped f 1 ow out z s .3A c. f. s.
TEN YEAR STOFiM CALC
FATIQIVAL FORMULA HYDROLOGY
DATE _5/17/95 DESIGNEk = D.H.C. BASIN EAST
PFOJECT NAME = GARSTEMS MANAGCMCNT C0. #13119
6ESCRIPTION = WAREHOUSE AT THIERMAN ROHD 4c VAC. VALLEYWAY
SUFAREA 1=.~78 ACRES SUBAREp 1 hUNUFF COCFFICIEMT =.9
SUBAREA 2=.04 ACRES SUBAREH 2 RUNOFF COEFFICIENT =.15
TOTAL AREA =.31a ACkES CQMPOSITE RUNUrF COEFFICIENT =.805660377358
OVERLAND FLOW VALUES
Gt = .15
L = 190
N = .U16
S - .01
CHANIVEL FLCIW VALUES
L = (7
T D = C)
COMP'UTED VALUES
DUR - 5. 0U
I1o = 3.18
010 = .81
QA = 0.00
'
bOWSTFt I IUG CALCULAT I ClIVS
DATE _ 5/ 17/95 DESTGIVEF = D. H. C. BASI N EHST
PROJ EGT NAME = CARSTENS MANAGEI"IENT C0. 131]. 9
DESCR I i= T I DN = WAFEHOUSE AT TH I ERMAN ROAD '&c VAC. VALLEYWAY
t t Intensity Qdev. Vin Voufi Staraqe
(min. ) (sec. ) (in. /hr. ) (c.f.s. ) (cu. ft. ) (cLt. ft. ) (cu. ft. )
0 ~ 300 18 .81 32.8 90
lfa. G 600 2.24 .57 40 -36 180 '22-23%
15.0 900 1.77 .45 454 270 184
20.0 1200 1.45 . 307 4B4 360 124
25.0 1500 1.21 .31 497 450 47
30. Ct 1800 1.04 .27 507 5 4 0 `
35.0 2100 .91 • d3 51~Z 6 3% 0 -1 17
40.0 2400 .82 .21 526 720 -194
45. 7 2700 . 74 919 531 810 -279
50.0 -.1.6004 .68 .17 540 90U -360
55.0 3300 .64 .16 5518 990 -43 i
60.0 71600 .61 .16 579 1 UBG --15141
65.0 3900 .60 .15 61 v 117(1 -560
70. O 4200 . 5B . 1 5 639 1260 -621
75.0 4500 .56 .14 654 1350 -696
80.0 4600 .53 .14 666 1440 -774
85.0 5100 .52 .13 686 1534'.) -844
90.0 5440 .50 .13 705 1620 -91 5
95.0 5700 .49 .13 7"a 1710 -982
100.0 6000 .48 . 1: 750 1 aoO -1 050
THE MAXIMUM STORAGE Ia ~--3%7.5158~2 CU. FT.
* The time of concentration is 5 minutes.
The Undeveloped flow out 15 .3 c.f.s.
TEN YEAR STORM CALC
Circular Channel Analysis & Design
Solved with Manninq's Equation
Open Channel - Uniform flow
Worksheet Name: Carstens Warehouse
Comment: Pipe from warehouse roof to Type "B" drywell
Solve For Full Flow Capacity
Given Input Data:
Diameter.......... 0.50 ft
Slope 0.0500 ft/ft
Manning's n....... 0.010
_
Discharge 1.63 cfs
Computed Results:
Full Flow Capacity..... 1.63 cfs
Full Flow Depth........ 0.50 ft
Velocfty.......... 8.31 fps
Flow Area......... 0.20 sf
Critical Depth.... 0.50 ft
Critical Slope.... 0.0463 ft/ft
Percent Full...... 100.00 t
Full Capacity..... 1.63 cfs
QMAX @.94D........ 1.75 cfs
Froude ATumber..... FULL
Open Cbannel Flow Module, Version 3.21 (c) 1990
Haestad Methods, Inc. * 37 Brookside Rd * Waterbury, Ct 06708
~ ~ ~ ~ r ~ a - (o 'T 1' " j' '1 ~ •
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COUNTY, WASHINGTON - SHEET NUMBER 65
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STORMWATER DRAINAGE REPORT
for the proposed
CARSTENS MANAGEMENT CO.
VVAREHOUSE COMPLEX
located at
Tluerman Road and vacated VaUey Way Avenue
m the NE 1/4 of the SW 1!4 of Section 13, T 25 N, R 43 E W M
Spokane, Washmgton
Developer Petsr Carstens
Arclutect Frank Tonbara, AIA
June 14, 1995
Report Preparcd By
Simpson Engineers, Inc.
North 909 Argonne Road
Spokane, WA 99212 OFFICIAL PU811C DOCUMENT
PItO.TECT NO 13119 SPOKANE COUNTY ENGINEEFrS OFFICE
~~1
0
PROJCCT 0,
S i~e W`~~TAL 9
& - I 9•pS
TABLE OF CONTENTS J~~io''RN TO COUN i-Y ENGiNEER
Dramage Basm Data Sunlmanes
"208" Pond Volume Calculations
- { F.
Ratronal Fonnula Hydrology & Bowstrmg Calculations WASyi
S C S Sods Map and Descripuons ' Z ~
6
9967
Supplementary Map
-NAL
Dramage Plan EXPiRES 7117, 9 a' ~
"208" POND VOLUME CALCULATIONS
The followuig pages contain data for each of the on-site drauiage basms, and for each basin's
"208" stormwatsr reteution pond Refer to the 1" = 20' Dramage Map for the actual basm
locanons and boundane.s
la general, for any drainage pond with 3 1 side slopes, the pand volume can be catculated wrth two
components• the volwme duectly above the pond floor plus the volusne above the ssde slopes. To
compute the voluiae at aay pondwg depth, only two para.meters need to be lmown pond floor area
' and pond floor penmeter length (both are specified on the Drauiage Plan map) Note that for
pand penmeter segineats wrtb vertical walls m heu of slopes, the penmeter portion of die pond
volume calculation is excluded (volume is above floor only)
Volume is calculated at 6" deptu for "208" treatmeni and at 8" depth for storage, as follows
At 6" depth
Pond Volume =(0.5 ft. depth x pond floor area) +(1/2 x 0.5 x 15 x pcnd floor peruneter)
=O.SA+037SP
At 8" d~th
Pond Volume =(0 67 $ depih x pond floor area) +(1/2 x 0 67 x 2 0 x pond floor peruneter)
= 0.67A + 0 67P
~ 2 0 feet
.
15 feet
8" =067ft yh~
601 - O S ft.
Pond Floor
~
•i4~~~*#i*i~R~M+~i+h~*~#~#+~4##~iiff~~#+Mi~*+~t#~##i*#~#~*~~+4+Mi**i~#t###i~Ri***##*#~~1iti•
NOTE All impervious surfaces are included in bydrology and storage calculations,
, but only asphalt paveme»t is considered for "208" treatme4t in the first 6" pondmg depth,
since the warehouse roof is metaUic and does not runoffio the asphalt surfaces
DR:AINAGE BASIN DATA SUMMARIES
VITEST BASIN west pordon of site, u~cluding north 11 4 of building
Total Basin Area 20,320 sq ft= U 466 acres
Pervious Area, 3,260 sq ft= 0 075 acres
Impervious Area• 17,060 sq ft = 0 392 acres
Impernous Area breakdown
N 1/4 Metal Roof = 4,400 sq Ft. = 0 101 acre
Asphalt Pavement = 12,660 sq Ft = 0 291 acre
"208" Area 12,660 sq ft
"208" Volume 527 cu ft
WEST POND
Pond Floor Area. 8 x 110 = 880 sq ft
Floor Perimeter 236 LF with 3 1 slopes on all sides
Pond Volurae @ b" Depth
= 0 5(880) + 0 375 (236) = 440 + 88 = 528 cu ft
528 cu ft> 527 cu ft requued for "248" treatment
NW Pond is OK for "208" treatment
Pond Volume @ 8" Depth
= 0 67 (880) + 0 67 (236) = 590 + 158 = 748 cu ft
748 cu ft> 392 cu ft requu-ed wnth Type "A" drywell, as per bowstnag
: OK for storage
DRAINAGE BASIN DATA SU S- CONTINUED
EAST BAS1N east portion of site, between building and Ttuerman Road
Total Basin Area 13,860 sq fl= 0 318 acres
Pervious Area 1,746 sq ft= 0 440 acres
Impervious Area 12,114 sq ft = 0 278 acres
Impervious Area breakdown
Concrete Walks = 325 sq ft= 0 007 acre
Asphalt Pavement = 11,799 sq R= 0 271 acre
"208" Area 11,789 sq ft
"208" Volume 491 cu. ft
EAST POND.
Poad Floor Area 15' x?5' = 12125 sq ft
Floor Perimeter- 15 i.F of 3 1 slope (on east side only)
Pond Volume @ 6" Depth
= 0 5(1,125) + 0 375 (15) = 562 + 6= 568 cu ft
568 cu ft> 491 cu ft
East Pond is OK for "208" treatment
Pond Volume ra 8" Depth
= 0 67 (1,125) + 0 67 (15) = 754 + 10 = 764 cu ft
764 cu ft. > 238 cu ft required with Type "A" drywell, as per bowstnng
: . OK for storage
DRAINAGE BASIN DATA SU S- CONTINUED
LOADING DOCK RAMPS
Ia addition to the rnain drwnage basins, the ramp to each of the two loacimg docks
constitute their own little "mini-basins" The north dock, rarap and dryweU is existulg, but
the south dock, ramp and drywell are proposed and wlll have "208" treatment The south
ratnp basui is descnbed as follows
S4UTH RAMP BASIN
Total Area = 1,891 sq ft
Grass area =(16' x 20') - 2@ (4' x 18') = 320 -144 = 176 sq ft= 0 004 acre
Loading Dock = 16' x 16' = 256 sq ft
Asphalt and/or Concrete Pavement =(7' x 85') +(9' x 80') + 2@(4' x 18')
= 595 + 720 + 144 =1,459 sq ft= 0 033 acre
"208" Area. 1,459 sq ft
"208" Volume 61 cu ft
SQUTH R.ANiP POND,
Pond Floor Area. 16' x 20' total (tnclude conc stnps), 176 sq ft of grass
Floor Penmeter 0 LF of 3,1 slope (vert retauung walls on 3 sides, paved ramp on west)
Pond Volume Q 6" Depth
= 0 5(176) = 88 cu ft
88 cu ft provided > 61 cu ft required
South Dock Pond is OK for "208" treatment
Pond Volume @ 8" Depth
= 0 67 (176) = 117 cu ft
117 cu ft provided > 0 cu ft required with Type "A" drywell, as per bowstring
. . OK for storage
METAL ROOF
The south 3/4 of the bwlding roof will flow via gutters, downspout and piping to a dryweU
dedicated solely for roof drainage, located on the west side of the warehouse
Roof area draiiung to dryweU 132' x 100' = 13,200 sq ft= 0 303 acre
Qlo = C I A=(0.90)(3 18)(0 303) = 0 87 cfs
One Type "B" dryweU ls sufficient for drainage for the metal roof
RATIOiVAL FOR11ULp► HYDF:OLOC;Y
DATE =5/17195 DESIGNER = D.H.C. bASIN WEST
PROJECT NAi"IE = CARSTEIVS MANAGEIhEN7 CO. # 1 y 119
DESCRI PT I DN = WRREHDUSE AT TH I ERMAN ROAU VAC. VFaLLEYWAY
SUBAREA 1=.291 ACFtES SUBAREA 1 RUNOFF COEFFICTENT =.9
SUBAREA 2=.101 ACFES BUBAFEH 2 RUNOFF COEFFICIENT =.9
SUDAREA 3= .075 ACRES SUbAREA :3 RUNOFF COEFF I C I ENT = .15
TOTAL AREA =.4b7 ACRES COMP05ITE RUNOFF COEFFICIENT =.779550321199
GVERLAIVD FLOW VALUES
Ct = .15
L = 285
!V = .016
S = .01
CHANNEL FLOW VALUES
L = 0
TD = 0
COMPUTED VALUES
DUR = 5.00
I 1C) = 3.18
Q10 = 1.16
QA = 0.00
BOWBTRING CALGULATI0N5
DATE = 5/17/95 DCSIGNER = D.H.C. BHSIN WEST
FROJECT NAME = CARSTENS MANAGEMENT CD. #13119
DESCRIPTION = WAREHDUSE AT THIERMAN RQAD & VAC. VALLEYWAY
t t Intensity Qdev. Vin Vout Storaye
(rnin. ) (sec. ) (in./hr. ) (c.f.s. ) (cu. ft. ) (cu. ft. ) (cu. ft. )
5.0 * 300 3%. 18 1.16 465 90 375
10. O 600 2.24 .82 572 180 392
15.0 900 1.77 .64 646 270 ~76
20.0 1204 1.45 .5= 687 ~60 327
25.0 1500 1.21 .44 706 450 256
30.0 1800 1.04 .3B 72(1 540 180
35.0 2100 .91 . a3 729 630 99
40.0 2404 .82 .;S0 747 724 c^7
45.G 2740 .74 .27 755 810 -55
50.0 3004 .68 .25 768 90t) -113-2
55.0 3300 .64 .23 79-3 990 -197
60.0 abao .61 . L2 822 1080 -2258
65.0 3900 .60 .22 867 1170 0 ~
70.0 4200 .58 .21 948 1260 -".'-'52
75. t) 4500 .56 .24 9;010 1 350 -41-2G
90.0 4eOO .53 .19 946 1440 -443
85.0 5100 .52 .19 475 1 JZ6C) -'555
90.0 5400 .50 .18 1002 1620 -618
95.0 5700 .49 .18 1 OZ95 1710 --675
100.0 6000 .48 .17 1066 1800 -7~ 4
THE MAXIMUM STORAGE IS 392.461344OG2 CU. FT.
* The time of concentrat i on i s 5 mi nutes.
The Undevel oped f 1 ow out i s .3 c. f. s.
TEN YEAFt STORM CALC
RATIOIVAL FOFMULA HYDRvLOGY
DATE _5/17/95 DESIGNEF = D.H.C. bASIN EAST
PROJECT NAME = CARSTENS MAMAGCMCNT C0. #13119
DESCRIPTYDN = WAREHOUSE AT THIERMAN FOAD VAC. VALLEYWAY
SUBAREA 1=.278 ACRES SUBAREH I hUNOFF CDEFFICIEMT =.9
SUBAREA 2= .04 ACRES SUBAF:EH 2 RUIVOFF COEFF Y C I EIVT = .15
1"OTAL AREA = .'318 ACRES CQI`1F 05I TE FUIVaFF Ct]EFF I C I ENT = .805660377358
OVEkLAPID FLOW VALUES
L = 190
C:t = 015
N = .016
S = .01
GHANNEL FLOW VALUES
L = O
TD = n
CaMPUTED VALUES
DUR = 5.00
110 - 3. ie
QiG - .81
QA = 0.40
BOWSTRING CALCULATIONS
DaTE = 5/17/95 DESIGNER = D.H.C. bHSIN EAST
PROJECT NAME = CARSTENS MANAGEMENT CO. #13119
DESCRIPTIDN = WAREHOUSE AT THIERMRN ROAD 4c VAC. VALLEYWAY
t t Intensxty Qdev. Van Vout Sturaqe
(min. ) (sec. ) (in./hr. ) (cLi. ft. ) (cu. ft. ) (cu. ft.)
5.0 340 Z34 . 18 .61 328 90 238
10.0 640 2.24 .57 40 -3 180 223-
1 5. 0 900 1.77 .45 454 270 184
20.4 1240 1.45 .37 484 360 124
25.0 1500 1.21 .31 497 450 47
34. 4 1600 1.04 .27 507 540 -~3
35.O 2100 .91 .23 5 1~ 6 "J'O -117
40.0 2400 .82 .zl i.?b 720 -194
45.0 2740 .74 .19 53 1 s1 C) -279
50.0 3000 . E,e .17 540 90c) -%3 6 0
55.0 3300 .64 .16 558 990 -432
60. 0 3600 . 61 . 16 579 1080 - ra1
65.0 3900 .60 .15 610 1170 -560
70.0 4200 .58 .15 63-69 1260 -621
75.0 4500 .56 .14 654 13`ic',1 -696
80.0 4800 .53 .14 bbb 1440 -774
85.0 ~10V •52 .13 666 1530 `844
90.0 5400 .50 .13 705 1620 -915
95.0 5700 .49 .13 . 728 1710 -982
100.0 6000 .48 .12 750 1 SOo - 1n50
THE MAX I MUM STC1fiAGE I S 237. 51 58302 CU. FT.
* The ti me of cancentr-ati on i s 5 minutes.
The Undevel oped f 1 ow out i s .3 c. f. s.
TEiV YEAR raTOFiM CALC
RHTTONAL FORMULA HYDROLOGY
DATE = 6l14/95 DESIGNEF = D.H.C. BASIN SDUTH FHMF
F'ROJECT NAME = CARSTENS MANAVEMENT - THIERMAIV AT VALLEYWAY
DESCRIFTTON = SITE DRAINAGE
SUBAREA 1=.0401 ACRES SUBAREA 1 FUNOFF COEFFICIENT =.9
SUBAkEA 2 _.004 ACFES SUBAREA 2 FUNOFF COEFFiCIENT =.15
TOTAL AFEA =.Cs47 ACRES COMPOSITE RUNOFF COEFFICIENT =.83%6170212706
OVERLAND FLOW VALUES
Ct = .15
L = 85
N = .016
s - .03
CHANNEL FLOW VALUES
L - O
TD = t?
COMPUTED VALUES
DUR = 5.00
I10 = 3.18
010 = .12
Gq - O.GO
BOWSTRI IVG CHLCULAT I ONS
DATE = 6/ 14/95 DCSIGNER = D. H. C. bwSIl'J SOUTH Rr~~~,(' FROJECT IVAME = CARSTEIVS MANAVCI"IEIVT - TH I EFSMAN AT VALLEYWAY
DESCRTPTION = STTE DRAIIVAGE
t t Intensi ty Odev. Vi n Vout Storaqe
(min. ) (sec. ) (in. /hr. ) (c.f.s. ) (cu. +t. ) (cu. ft. ) tcu. -Ft. y
5.0 ~c 340 3. 1 8 .12 50 9Cl -40
10.0 600 2,24 .09 62 i 8O -11 B
1 5. l1 900 1.77 . 07 70 271, -200
20. 0 1200 1.45 .06 74 360 -286
25.0 1500 1. 21 .05 76 450 -~74
30.0 18QU 1.04 .04 78 540 -462
35.0 2100 .91 .04 79 EbJQ -JJ 1
40.0 2400 .82 .03 81 720 -639
45.0 2700 .74 .03 a 1 81 o -729
50.0 3000 .68 .03 $3 900 -817
55.0 3300 .64 .03 (3b 990 --904
60.0 3600 .61 .02 89 1080 -991
65-0 3900 .60 .02 94 1170 -1476
70.0 4204 .58 .02 98 12160 -1162
75.0 4500 .56 . 01", 10E) 1350 -1 2J0
80.0 4800 .53 .02 102 1440 - 133e
B5.0 5100 .52 • Q2 105 1530 -1 425
90.0 540C► .50 .02 108 1620 -1 51 L
95.0 5700 .49 .02 112- 1714 -1598
100.0 6004 .48 .02 115 1$C►v -1 E,B5
THE MAX T MUM STORAGE r S 0 CU. FT.
9 The time of concentration is 5 minutes.
The Undevel oped f 1 ow out 1s .3 c. f. s.
TEN YEAR STCIRM CALC
Circular Channel Analysis & Design
Solved with Manriing's Equation
Open Channel - Uniform flow
Worksheet Name: Carstens Warehouse
Comment: Pipe from warehouse roof to Type "B" drywell
Solve For Full Flow Capacity
Given Input Data:
Diameter.......... 0.50 ft
Slope 0.0500 ft/ft
Marining's n....... 0.010
Discharge . . . 1.63 cfs
Computed Results:
Full Flow Capacity..... 1.63 cfs
Full Flow Depth........ 0.50 ft
velocity.......... 8.31 fps
( Flow Area...... 0.20,sf
Critical Depth.... 0.50 ft
Critical Slope.... 0.0463 ft/ft
~ Percent Full...... 100.00 %
Full Capacity..... 1.63 cfs
QMAX @.94D........ 1.75 cfs
Froude Number..... FULL
i
Open Channel Flow Module, Version 3,21 (c) 1990
Haestad Methods, Inc. * 37 Brookside Rd * Waterbury, Ct 06708
sheet 56) r/,e. ►
MSER 65 (Joins ~,r..;'*-C` rl;.
SHEET NV s~~;e
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STORMWATER DR;AINAGE REPORT
for the proposed
CARSTENS MANAGEMENT CO.
WAREHOUSE COMPLEX
lmated at
Tiuerman Road and vacated Valley Way Avenue
m the NE 1/4 ofthe SW 1!4 of Sectioa 13, T 25 N, R 43 E W M
Spokane, Was.hwgton
Developer Peter Carste,ns
Architect Frank Tonbara, AIA
Juae 14, 1995
Report Prepared By
Simpson Engineers, lnc.
North 909 Argonne Road
Spokane, WA 99212 OfFICIAI PUBLIC DOCUNIEN]'
SPOKANE COUNTY ENGINEEA`8 aFFICE
PROIECT NO 13119 Q LG%l N L
PROJECT 0,
,CfW'I`f`tAL t;
JRN T0 COUN~TY EN I
TABL~ OF COI~TTENTS G NEFF~
Dramage Basin Data Summanes
"208" Pond Volume Calculanons
~ .
E.
Rauonal Formuta Hydrology & Bowstrmg Calculations
.
S C.S Sals Map and Descnptions
~ R 9867 ~
Supplementary ~Map
c~/pNAt
Drlinage Plan ~ ExPIREs 7 174 y s
"208" POND VOLUrME CALCULATIONS
The following pages contain data for eacb of the on-site dramage basms, aud for each basin's
"208" stormwater retenhan pond Refer to ihe 1" = 20' Drainage Map for ttv actual basuz
locaUons and boundanes
in general, for any dmnage pand with 3 1 side slopes, the pond volume can be calculated wrth two
componenrts the volume diredly above the pond floor plus tt►e volume above the side slopes To
compute the volume at any pandmg depth, only two parameters nced to be laaown• pond floor area
and pond floor peruneter le.agth (botb are specified on the Dramage Plau map) Note that for
pond penmeter segmeats wnh vertical walls in Leu of slope.s, the penmeter portion of the pand
volume calculation is excluded (volume is above floor only).
Volume is calculated at 6" deptb for "208" traatment and at 8" depth for storage, as follows
At 6" depth
Pond Volume =(0 5 ft depth x pond floor area) +(1/2 x 0 5 x 15 x pond floor penmetsr)
=05A+0375P
At 8" depih
Pond Volume =(0 67 ft depth x pond floor area) +(1/2 x 0 67 x 2 0 x pond floor peruneter)
= 0 67A + 0 67P
~ 2 0 feet -
.
15 feex
x
.
8" = 0 67 ft
6"=05R. '
- Pond Floor
~~v~#s~*sss~s~~s~**s~~*~*s~*~**s:s~s~**~s*~ss~s~~~«s*~•*s#***~s•~s*~:~*ss~~s*~~.*
NOTE All unpervious surfaces are included in hydrology and storage calculations,
but only asphali parvemefJt is coasidered for "208" treatment in the first 6" pondmg depth,
since the warehouse roof is metallic and does not runoff to the asphalt surfaces
DR:AINAGE BASIN DATA SUMMARI.ES
WEST BASIN west portion of site, including aorth 1/4 of bwlding
Total Basi.n Area 20,320 sq ft = 0.466 acres •
Pervious Area 3,260 sq ft= 0 075 acres
Impervious Area 17,060 sq ft= 0 392 acres
Impervious Area breakdown.
N 1/4 Metal Roof = 4,400 sn. Ft = 0.141 acre
A►sphalt Pavement =12,660 sq Ft = 0 291 acre
"208" Area. 122660 sq ft
"208" Voiume 527 cu ft
WEST POND
Pond Floor Area 8 x 110 = 880 sq ft
Floor Perimeter 236 LF wnth 3 1 slopes on all sides
Pond Volume @ b" Depth
= 0 5(880) + 0 375 (236) = 440 + 88 = 528 cu ft
528 cu ft> 527 cu ft reqwred for "208" treatment
NW Pond is OK for "208" treatment
Pond Volurne @ S" Depth
= 0 67 (880) + 0 67 (236) = 590 + 158 = 748 cu ft
748 cu ft > 392 cu ft requued with Type "A" drywell, as per bowstruig
OK for storage
DR:AINAGE BASIN DATA S S- CONTINUED
EAST BASIN east portion of site, between bwlding and Thlernian Road
Total Basin Area 13,860 sq ft= 0 318 acres
Pervious Ar+ea 1,746 sq. ft= 0 440 acres
Impervious Area 12,114 sq ft= 0 278 acres
Impervious Area breakdown
Concrete Walks = 325 sq ft= 0 007 acre
Asphalt Pavemerit = 11,789 sq ft= 0 271 acre
"208" Area 11,789 sq ft
"208" Volume 491 cu ft
EAST POND
Pond Floor Area 15' x?5' = 1,125 sq ft
Floor Perimeter 15 LF of 3 1 slope (on east side only)
Pond Volume @ 6" Depth
= 0 5 (1,125) + 0 375 (15) = 562 + 6= 568 cu ft
568 cu ft> 491 cu ft
East Pond is OK for "208" treatment
Pond Volume @ 8" Depth
= 0 67 (1,125) + 0 67 (15) = 754 + 10 = 764 cu ft
764 cu ft> 238 cu ft required with Type "A" dryweU, as per bowstnrig
: . OK for storage
DR:AINAGE BASIN DATA SUMMARIES - CONTIIVUED
LOADING DOCK RAMPS
Ia addition to the miun drainage basins, the ramp to each of the two loadmg docks
constitute theu owa little "nnni-basuls" The north dock, ramp and drywell is existuig, but
the south dock, ramp and dryweU are proposed aad will have "208" treatment The south
ramp basln is descnbed as folluws
SOUTH RAMP BASIN
Total Area =11891 sq ft
Grass area =(16' x 202) - 2@(4' x 1 S') = 320 - 144 = 176 sq ft= 0 004 acre
Loadulg Dock = 16' x 16' = 256 sq ft
Asphalt and/or Concrete Pavement =(7' x 85') +(9' x 84') + 2@(4' x 18')
= 595 + 720 + 144 = 11459 sq ft= 0 033 acre
"208" Area 1,459 sq ft
"208" Volume 61 cu ft
SOUTH RAMP POND
Pond Floor Area 16' x 20' total (include conc stnps), 176 sq ft of grass
Floor Peruneter 0 LF of 3 1 slope (vert retauung walis on 3 sides, paved ramp on west)
~
Pond Volume @ b" Depth
= 0 5(176) = 88 cu ft
88 cu- ft provlded > 61 cu ft required
South Dock Pond is OK for 6208" treatment
Pond Volume @ 8" Depth
= 0 67 (176) = 117 cu ft
117 cu ft provided > 0 cu ft required with Type "A" dryweU, as per bnwstnng
: . OK for storage
IVffiTAL RQOF
The south 3/4 of the building roof wlU flow via gutters, downspout and pipmg to a drywell
dedicated solely for roof drainage, located on the west side of the warehouse
Roof area draimng to drywell 132' x 100' = 13,200 sq ft= 0 303 acre
Qio = C I A=(0 90)(3 18)(0 303) = 0 87 cfs
One Type "B" drywell is sufficient for drainage for the metal roof
~ATIDIVAL FORMULA HYDFOLOGY
DATE _ 5/ 17/ y5 DCS T GNER = D. H. C. bHS I iV WESY
RROJ EGT IVAME = CARSTENS MANAGEMENT CO. # 13119
DESCR I PT I ON = WAREHOUSE AT TH I EFtMF1N ROAD ec VAC. VALLEYWAY
SUBAREA 1=. 291 ACRES SUL-tAf;EA 1 FUIVOFF COCFF I C IENT = .9
SUBAREA 2= .101 ACRES SUBAREA 2 RUNOFF COEFF I C I CNT = .9
SUBAREA a= .075 ACFES SUBAFEA FUNClFF COEFF I C Y ENT = .15
TCITAL AREA =.4b7 ACRES CDMPOSITE RUNOFF COEFFICIENT =.779550321199
OVEFLAtVD FLOW VALUES
Ct = .15
L - 285
N = .016
s = .oi
CHANNEL FLOW VALUES
L = C►
TD = 4
C:CIMPUTED VALUES
DUk = 5.00
I 1ci _ 3.18
Qlt7 = 1.16
CtA = 0.00
BOWSTRING CALCULATIONS
DATE _5/17/95 DESIGNER = D.H.C. HHSIN WEST
PROJECT NAME = CARSTENS MANAGEMENT C0. #1~119
DESCRIPTxON = WAREHOUSE AT TNIERMAN FOAD Qc VAC. VALLEYWAY
t t Intensi ty Qdev. V1 n VoLit 5toraqe
(min. ) (sec. ) tin./hr. ) (c.f.s. ) (cu. ft. ) (cu. ft. ) (cu. ft. )
5.0 ~ 304 ".s. 18 1.16 465 9Z) 375
10.0 600 2.24 .82 572 180 392
15.0 900 1.77 .64 646 270 376
20. O 1200 1. 45 . 53 6e7 --060 327
25.4 15C~C"~ 1.21 .44 706 45t~ ~~6
30. 4 1800 1.04 .318 720 540 1 t3~.~
35. C) 2100 .91 .3". 729 63 G 99
40•0 2400 .82 •..'Q 7T7 720 L/
45. O 2700 . 74 .27 75; 810 --55
50.0 3004 .68 .25 768 900 -13-2
55.0 JJUO .64 . 23 791, 95+0 -197
60.0 3600 .61 .22 822 1080 -258
65.0 3900 .60 .22 867 117C.) -3C13
70.0 4200 .58 .21 908 1260 -352
75.0 4500 .56 .20 930 13>50 -420
80.0 4800 .53 .19 946 1440 -494
E35.0 5100 .52 .19 975 1530 -555
90.0 5400 .50 .18 1002 1620 -618
95.0 5700 .49 .18 103Z 1710 --675
100.0 6000 .46 .17 1066 1800 -734
THE MRXIMUM STORAOE IS 392.461=44002 CU. FT.
* The ti me of concentr-at i on i s 5 mi nutes.
1'he Undevel oped f 1 ow out is .3 c. f. s.
TEN YEAR STORM CALC
RATIOIdAL FORMULA HYDFVLOGY
DATE = 5/17/95 DESIGNER = D.H.C. bASIN EAST
PROJECT NAME = CARSTENS MpNAGEMCNT CO. #1-0119
DESCRIPTION = WAREHOUSE AT TWIERMAN ROAD & VAC. VALLEYWAY
SUBAREA 1=.278 ACRES SUBAREA 1RUNQFF COEFFICIENT =.9
SUBAREA 2=.04 ACRES SUBAREA 2 tiUNOFF COEFFICIENT =.15
TOTAL AREA =.318 ACIRLS COMPOSITE FUNOFF COEFFICIENT =.805660377358
OVERLAND FLOW VALUES
Ct = o15
L = 190
N = .U16
5 = .O1
CHANNEL FLOW VALUES .
L = O
TD = 0
COMRUTED VAL.UES
DUR - 5.00
110 = 3.18
010 .81
GEA = 0.00
bOWSTRING CALCULATIONS
DATE _ 5/17/95 DESIGNEF = D.H.C. BASIN EAST
PROJECT NAME = CARSTEIVS h'IANAGEPIENT Ct7. #1341 19
DESCRIPTION = WAREHOUSE AT THIERMAN ROAD Qc VAC. VALLEYWAY
t t Intenssty Qdev. Vzn Vaut Storaqe
(min. ) (sec. ) (in./hr. ) (c.f.s. ) (cu. ft. ) (cu. ft. ) (cu. ft. )
5.0 ~K 300 3. 18 .81 328 90 238
10.0 600 2.24 .57 40-3 1 BG 223
15.0 900 1.77 .45 454 y7C) 184
1,10. O 1200 1.45 .37 484 360 1224
25.0 1500 1.21 .31 497 45(1 47
30. 0 1600 1.04 .27 507 540 -3% 3
35. O 2100 . 91 . 23 51~ 63% 0 --117
40.0 2400 .82 .21 526 720 -194
45.0 2700 .74 .19 5Z 1 810 -279
50.0 ~000 .68 .17 540 900 -~~6 0
55.0 3300 .64 .16 558 990 -4 3A2
60. 0 3600 .61 .16 579 1080 -5 Cy 1
65.0 39ClU .60 .15 61 1170 -560
70.0 4200 .58 .15 6-3A9 1260 -621
75.0 4500 .56 .14 654 1350 -696
eO, a 4800 . 5 a .14 • 666 1440 -774
85.0 5100 .52 . 1 a 686 15 J(.1 --844
90.0 5400 .50 . 1~ 705 1620 -91 5
95.0 5700 .49 .13 728 1710 -982
100.0 6000 .48 ,12 754 180o -1050
TNE MAXIIHUM STORAGE IS 2a7.5158`2 CU. FT.
* The tL me of concentrati on i s 5 mi nUtes.
The Undevel oped f 1 ow out i s .3 c. f. s.
TEN YEAR STOFtM CALC
FATIQNAL HORVIULA HYDROLOGY
DATE = 6/14l95 DE5IGNER = D.H.C. BASIN SOUTH FAMF
PROJECT NAME ~ CARSTENS IMANAGEMEN7 - THIERMHN AT VALLEYWAY
DESCRIPTIDN = SITE DRAINAGE
SUBAREA 1=.043 ACFES SUBAFEA 1 FUNOFF COEFFICIENT =.9
SUBAREA 2. = .004 ACRES SUBAREA 2 RUNOFF COCFFlCIEPJT =.15
TDTAL AREA =.047 ACRES COMPOSITE RUNOFF COEFFICIENT =.8'j617n2127o6
OVERLAND FLOW VALUES
Ct = m15
L = 85
IV = .016
S = .03
CHANNEL FLOW VALUES
L - 0
-r-D _ ra
COMFUTED VRLUES
DUR ~ 5.00
I ltl - 18
010 - .1t
QA = 0. 00
BOWCThlNG CALCULATIONS
DATE = b/ 14/95 DESIGIVEFi = U. H. C. BASIN SOU`fH hi;r°'«r
PROJECT NAME = CARSTEh1S 1hHNAGEMENT - THIEFcMAN AT VALLEYWA'r
DESCF I PT I 0N = S I TE DfiA I NHGE t t Intenss ty Qdev. Vi n Vout 5toraqa
(min. ) (sec. ) (in./hr-. ) (c.f.s. ) (cu. ft. ) (cu. +t. ) (cu. ft. )
5.0 ~k a0 0 1 B .12 50 90 -40
10.0 bGa 2.24 .09 62 18o -l le
15. 0 900 1. 77 . 07 70 j7C 1 -200
20.0 1200 1.45 .06 74 ~.60 -286
25.0 1500 1.21 .05 76 450 -374
30.0 180o 1.04 .04 78 540 -462
35.4 2104 .91 .44 79 630 -551
40.0 2440 . B2 .0--- a1 720 -639
45.0 2704 .74 .03 81 E110 -721 9
50.0 3000 .66 .03 83 900 -817
55.0 33% 0 4 .64 . Ga E36 990 -904
60.0 3600 .61 .02 89 1080 -991
65.0 3900 .60 .02 94 1170 -1 076
70.0 4200 .58 .02 98 1260 -11627
75.0 4504 .56 .02 100 1350 -1 ^c50
80.0 4800 .53 .02 102 1440 -1 338
85.0 5100 .52 .0L 105 15J0 - 1 42J
90.0 5400 .50 .02 1 08 1620 -1 512
95.0 5700 .49 .02 112 1710 -1598
100.0 6000 .48 .02 115 1800 -1 bB5
THE MAXIMUM STOFiAGE Ia 0 CU. FT.
* The ti me of coneentration i s 5 mi nutes.
The Undevel oped ♦ I ow out i s .3 c. f. s.
TEN YEAR STORM CALC
Circular Channel Analysis & Design
Solved with Manning's Equation
Open Channel - Uniform flow
Worksheet Name: Carstens Warehouse
Comment: Pipe from warehouse roof to Type "B" drywell
Solve For Full Flow Capacity
Given Input Data:
Diameter.......... 0.50 ft
Slope 0.0500 ft/ft
0 + t,~.~ F f ~ = t
Manning's n....... 0.010
Discharge......... 1.63 cfs n~~ -
Computed Results:
Full Flow Capacity..... 1.63 cfs
Full Flow Depth........ 0.50 ft
Velocity.......... 8.31 fps
Flow Area......... 0.20 sf
Critical Depth 0.50 ft
Critical Slope.... 0.0463 ft/ft
Percent Full...... 100.00 %
Full Capacity..... 1.63 cfs
QMAX @.94D........ 1.75 cfS
, Froude Number..... FULL
I
'
Open Channel Flow Module, Version 3.21 (c) 1990
Haestad Methods, Inc. * 37 Brookside Rd * Waterbury, Ct 06708
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ORDINANCE ACCEPTED
ACCEPTANCE
*«*****~*~~*~*~*~*«*~**~~******~~*~***~****«*~**.~********«**~**~~~****~***~**~~****.~w**~
RECEIVEQ
DATE of DNS: March 14, 1995 MAR 20 1995
FII.E N[TMBER: 95000791 sPoKnNE couNTr DsGiNEEa
LOCATION OF PROPOSAL: 409 N. Thierman Rd. Spokane Wa. 99212
DFSCRIPTION OF PROPOSAL: Speculative 17,500 s.f. warehouse
PROPONENT: Carstens Company Inc. Attn: Pete Carstens 1636 W. lst. Ave. Spokane Wa, 99204
ItESPONSIBLE OFFTCIAL: James L. Manson, Director
c% Lorne Lakshas, Land Use Plaoner
Spokane County Division of Buildings
1026 W. Broadway
Spokane, Washington 99260 (509)456-3675
***~**~*******~******~******~***********~*«~~**~*s~****~**~***«~***~*****~«*******~******
The following comme,nt(s) cornesponds to the noted section of the Fnvironmental Checklist submitted by the
applicant and beoomes part of the checklist in acx;ordance with Section 11.10.160 of the Spokkanne
F.ovironmental Ordinance aad adopted policies:
Sflokane Countv Office of the Eng,
Comgliance with the "Guidelines for Stormwater Management" is roquired for the entire parcel. Applicant
should contact dhe Spokane County Building Degartment for compliance to Fire Apparatus Access Standards.
For any new ar modified aocess to the Public Right of Way, an Approach Permit will need to obtained.
Typical road improvements will be requirod for developments of this aature. However, at this time the
County Engineering Department will aocept an RID/CRP Agreement. Please oontact the Engineering
Department for information.
A copy of tlus Comment Acxeptance to the Environmental Checklist was mailed to:
Applicant Spokane County Air Pollution Contrnl Authority
Mr. Pete Carst,ens Ms. Kelle Vigeland
Spokane County Engiaeer's Office Fire District No. 1
Mr. Bill Hemmings Mr. Paul Chase
Washington State Dept. of Ecology Spokane County Utilities
Ms. Barbara Ritchie Mr. 8ill Dobratz
Spokane County Heaith District Spokane County Stormwater Management
Mr. David Swink Ms. Brenda Simms
Washington State Dept. of Social & Health Services
Mr. Tom Justus
5- Signature .
Date
-42md
**~*:*~***~«*~*«*~~~e~c~*~~e**+~~e*****r►******#**~*****«********+~~**~******~~**~**«~**~*~~****
~
RspoRT aF WAs M8-caNs7RUMoH caorFERENc13
409 N. -rhlcm= xo.a - spac. wambouse
IILUM I wuWMU l cwv I mut 1 mr Ipoorffi I omurwer
Icmdm moovmmt I uvaw. mAV-a I ara ISOM4 1747-3947 I
nncHrzWr iPmkTmftra f sWa.Mnave 1wbw I WA JWM j 747-7197 1 x
STATL HNiRONMOTAL POUCY ACT (SEPA)
Ia ordw m aemtmaWla compfisace wM the stma anvircamcatal Fdky Aat. aa envivounterital chocUW b rcqumd to besubm7ucd. a
tbmhDtd detem[tatim WiII be hsued by the Divsioa af BwtdQng and cim,Eaftd to ageactCS ofjwbdicticn. Action upoe the prapa~al
wM noi comnmne watil aFa the 15 -day pnblic comment pcriod. A$75 [ze b raqu#ttd to iaitiau the anvinaameatel revim
PR~'3]BCTBVBRVMM
APPficantpmposutc caaetrwt aa aWcaJlwar+ahousehcffity eansis&igat appradmately17XA sg ft. 'PanHaie have, nat yet betn dslemiined.
Aay acw teaant wif[ bc rcqdrad to ta~c out a ompmcy parmit and Qubmit a critioei materials ro1,
SUMMA►RY OF FRO O
ucxv-
LAa uM rmxr wrrr FIM
eADJM ZOMe wMaM TV" ntnmzazo us soim aaour ncea w.aw_ WwTMrugvVnna rFUME
~
ssolaw 1 1-3. [za-aL-u I mm Ivnugbm.axmn ium I B-$ Iv-itr I r.seo IsPa.d. w.ft?tetM*s
I 1 I I I I l I ,
ntSCusSOtv TMcs
~d~o~la~s..d4al~n..a+a mnr~a to wN1.r aomwomw
fioMxa {&=MnNG aEFwang" (4ss-3675) corUacr. i.aRNB IFs~►s
~ wrtcten comments wmre pmparrd dt a caff Sma to ft applimn6
' lteviad sdto plan rcqcrked, indwding a topd an+d vaddtY rnap.
' 3ft atlypa III iandamg3ngb raqun+cd oEongMcanaan Romd.
`Ekiistiri8 hindwWaS nte& to be noved aut eudj=at to raadwap.
ffiNGINMRING & AOlDS [436--36" DQWI`ACCr. DlXIQr BU3KO
; Vflritttn oommoto wem preparai St a oW Sma to tt~ apprmnL
' AID agtamaat is mquhcd [or 7blermm Baud.
" Canted DonB.Buska ng"ic8 approwboa ahawn on titz plaa.
aBAL7H DLST7tICT(M-136Q) CON'CAC'n DARYL WAY
' Pbrmtt fQt septic tsak b rr.quire&
' Submii a aita plaa swwiagthe raistiag stnwtnrr.s and cmtin8 smnp disRmW symm
s A Maler~is I3st is tetfitdccd fat the e1tire eite indudiog eaisling t+eeEuta.
'Voriiy ut asidc far futm drasnficsld cn revisod sita p€a.a.
• All constructiarAamglMoa aobds ahall 6a dlspand crg at a BoagsadsoUd wastc disposal facilfiry No Qa-aitc burain,g or
bttrW wt11 bc posntitred.
'Connection to pubHc waw is MuTreA
~ If any ou af t6c Ihrcc #cnsnes ara s tknliw.l Matwiale uscr, ramps wlll not ba parmlttcd.
FMB DISittICT I+iO 1 (928-2462) COWFAM. PAt7[. O3ASB ~
* CoStact PaW Chasa to romkuWe casting fita Qaw EstMg iim and Oaw may wt be adt+qtxete #o sownod8tc pnojmAed numbem
'OKnax box b roquirod on the froat side of t6G mQSt saelbestybuUng.
13MStON OF BUQ.DINGS (456-36T5) COH'rALl1': HaHiY SMNB
` Wcittian ommments wera Pu+cparW A a ccfpy BMB to ft eppfimat,
` Far informatima an tha Amerkam wub Diwbtl'it►as Ac1.ca111,80b-435-'T23L
• i ameuNa van parking stap Is requircd.
' Routa vf trav+el with dMctihffi warn3n~ is rcqWred.
• Subnut stnrctwnl drawmp Wtud'mg a*whtiom
WASQING-Mid 57'ATB DBPARTMWr QF TRANSPORTA'I1OK (324-63M) J,C. GJUM -
• Shaul+d enys4pmW be v'inh1c from 1-M sPprnval fiom WSQOrt'wifl 6e required
~'F~R f ~fll~fitb~ l~ot~t ~8
~
~
PMtMIT HBLBASB BSQUIlt8MENTS
Flme srrbmlt wmn (7) aeuofrevl'sad e,rc, drafaaga amd hud&wpa plansp!w tlim {3} aamphm ma of cpnstrrttcrson drawiap ra
the DCPWtmeat of B+rildinp for aakaosvAdSomcnt ead distribuh`on ta aU the approprista egoades. Lr oridarfor aJ! aagencd,cs
YFroam3curprojea. Jt h1mporrsnr rhec srrbmftuls i,rclude afl rroposorvdraimugs end dommaats ta nuure
to eurpadltioud
[hat raWsaw ofjverrprqectls aampWad in tha laestamorrnt af tl= Dortrmcnts ahould iaclurTA brdldrng address aad 140
daadptton afFmFarlY
Spokaarw CauWs Proise RevWW C~rdlnsior wgl b-a .tMn L.ereon ert the fliv. af Hulldinga (456-5676).
1PtAMMGI M€GuaMR4 HE+u.TH ! MM I suaMnWs
11 I 8addjns hr.iOt in stories 8t Pegt ~ ~
21 1 c~i~ ~~a ~n~,~iTM$ M I ~
31 IEvermr hsLtia${direcdon of iUumination M 7+C
41 IEictarfor refur,c arm + saeeninx ~ X
51 1 ~'smrior siarege aresa N X
61 1 Fs~ loadon, height, Ix I 1 I I
71 ILanammet oc ag lot I x I I I I
$ I I stea Tpe nx m ial Wob$ Tkamd aod l x I I I l
91 ILmidwTIM &=bon,spmm eav) Ix I I I f
101 I~bounaanr aimo,Wd~ & loo aeguipuon M x I I I I
u I IPaMag & craffic *Wulabo~ pkn I I x I ~ 1
!1 I I ParWng sulls (aumbar, stripiag, dimendna,direMonatamam) ~ X I
u I I raviag x I t C 1
141 f sc1ba*s x i I ~ I
Ls isi tioa betobt, & satiare ftotage) M x! l I 1 ,
161 [Ulfrility wmdon M I x~ I I
1T i 1DraanageNopc ogloadins dodc aadfar mofs ! x 1 I I
181 lI)rwnev plaa ("es, dcyv1e11o, talautations) ~ X
191 1 DrWea►ays & sU md aepnn=fts x
201 ~Sopfic taald"nffad kicatifln dr s1ze x
21 1 Haai9cap parkle daga & sS% ~ta to & wlthia bld ~ x (Ln
321 1 CaUt3cate of Examption ~ x I l ~ I
231 Jrti oa ayntm ~lans ~ x I
24IINurmy eWmaw ~ x I I l
251 1 Protnioory leuer for lan.~ rcquir+en►ee#g x
261 asmeas ca pay #m & niaimum MwuiremQnra liet I x
271 A pmac~ pgrmil for scs~ass Ea cauaty raad~ ~ x
291 R c oWa d "cM deed x
291 1 RI3l Agrecment for fWure raad imprmrements x
3D I [Critiesl Mae+atials kst x x
31I1 vn -~~e swm.V dispoW ~~m ~t i I I ~ I_ 1
321 C ra* (c~l bw ear,yastem eorm 1 I I I X I
331 IsEPA N I I I l x
341 CSpcdal ImeWan farma V I I l x
35I eaal WRE3C p~ Ran~cr1l nspear ~ x
,
361 fftmer-Frw ReRuircai (wAc 51-20) I I, I I I ~
371 1 Ded$n apedt'imflons of aziBiln *ropasad buildiq~g x ~
381 iFlauical da~aifs x
391 1 6nraW dataiWatculaciom A heo loss x
401 IHeating.,enx~~~~ &air ,~~itioni$ dmwiap I l I 1 I x
411 -~~baag~ ~ 1 1 1 I x
42indodE d~gn x
a3j l~~nmbi~ ~~its ~ ~ I l Ix
441 1 s~~~~nwau actdb I I I I l x
451 I suudeuai arawia#a wien wat ste►mps tca[cudmtans M I I ( I x
I I I I I ( I
Pgnaeure at cooior OgrMtcae ot Plan Faviewer
Ptoject No:
I
~ PC3 j< A NjF, G~ iJ N'I' Y
r
0FFEC& OF TfE CouN'I'Y ENGINEBR A DMStUN 4F THE PLSS.EC WORKS n&PARTI4IDV'T
ROnalc~ C Hormlriit. PX, Cotllliy E11ghtm DeMl'8 m sCOtt, P t3 , Dirt'CtOi
ML MORiNDV M
DATE. Fea 28, 1995
TC3- Lome Lakshas
FROM• Paul Lennemann EIT
~
SUBJECT. Sf PA
Thank yau far the opportunity to cammen# on the enviranmental checklis# for the
warehvuse at 409 N Thierman (B95034). Gompliance wnth the "Guidelines far
Stormwater lll#anagement" is required for the entire paroel. AppEican# shrauld aontact the
Spokane County Building Departmen# for compliance ta Fire Apparatus Access
Standards For any new ar modified access to the Pubtic Right af Way, an Apprvach i
Permit witl need ta be obtained Typical raad imprvvemen#s will be required for
developments of this nature. Hawever, et thrs time the County Engineering Department
will accept an RIDICRP Agreement Please cantect the Engmeering Depar#ment for
infvrmation
VY.142G Sroadway Ave Spokane, VATi4 99260-0170 (509) 45636W FAX (549) 456-4715 TQD {509} 324-3266
sPoKANE ENvaEtarNUMAL vRaaIvANcE
UIETERNIINATION OF NO►NSIGNIFICAIYCE
FILE NUMBF.R: 95000791
~~or-IVED
LACAnON OF PROP4SAL: 449 N. 'T'hierman Rd. Spokane Wa. 99212 FE B 2 8 10,~~
DIESCRIPTION OF PROFOSAi.: Speculative 17,500 s.f. Warehouse SPOKANE GQ~NrTY E,4GINEER
PR.UPONENZ': Carstens Campany Inc. A►ttn: Pete Carstens 1636 W. lst. Ave. Spokane Wa. 99204
Re-sponsible Off cial: 7ames L. Manson, Director
c!o Lrorne Lakshas, T and Use Planner
Spokane Gounty Divis'inn of Buildings
I026 W! Broadway►
Spokane, 'W'ashington 99260 (509)45+6-3675
Spokane C:ounry, the lead agency for this prarpvsal rias detmmined that it does nox have a probable significant
adverse impac# on the enviranment. An F,nviranmental Impact Smbement (EIS) is not required under RCW
43.21C.430(2)(c). T.his decision was made after review of a,campietsd environmental checklast and other
in.formation on file with the 1ead agency. Ihe informatiQn is available to the public an request.
CI There is no comrrtent pe~riod for this DNS.
PQ This TaNS is issued under 197-11 34Q{2}; the lead agency will not act on this progosal for the required
15 day re;view period commencing on Febnuarv 28. 1995. Camments pmlaWmg ta this
Ghecklistldewxmination must be subrnittedlreceived nv la.ter than 4:00 p.m., March 14. 1995,
446W _ ~ ~ .
Date Signature
Yvu rnaY aPFeal this determinativn within IO calendar days a,fter it becomes final:
The Board of Caunty Comcnissioners
West 1116 Broadway Avenue
Spokane, Wastungton 99260
The appeai must be submitted in writing na later than 4:W g,m., March 24. 1995. Yau shauld be prepamd
to make specific factual objectians.
Contact a6oWe responsible official to read ar ask about the procedures for SEFA appeals.
Acopy of the Determination af Nonsignificance was mailEd to:
Applicaant Spokane County Air Pollution Cantxol Authority
W. Peft Caxstens Ms. Ke11e Vigel,artd
Spokane County Engi.neWs Off'ice Fire District Na. 1
Mr, Bill Hemrnings Mr, Paut Chase
Washington State Dept. of Ecolagy Spokane County Udli&s
Ms. Barbara Iii.t,chie Mar. Bi,ll Dobratt
Spokane Caunty Health District Spokane Caunty 5tromwater NTanagesnent
Mr. David 5wink Ms. Brenda Simms
Washington State Depk. vf Sociai & Health Services
Mr. Tont Justus
,
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SPO1G4NE COUNTY
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SFOKAKE ENVIROKKENTIIL OR01lIJ11tCt k
(Y.1C 197-11-9601 Sectton 11 10.Z30I11
fnrironoental Chetkltst ,
ffle No. ~
/nryosc ot Chetkllst:
TAt State Eeviroraental tollcy Aet 1SE1'A1 cAspte► 41.21C RN repvlres •11 qovern.cntal a9encles to tonstde* che Garirorwental 1apaCts ot • propoql
setore n.klap Aeettions. An Env/ron.entai lopect Stateaent iL1S) mutt be preparoA for •11 propOSalt vltb Orobaplt s1gbltiGtAt •arertt trptets on
the 4U.11ltr of tRe cn+►1ra+n~en~ The O~se ot thlt dhetkllst ts to provtls intorsstlon te he10 ~ u~d !M t4sncy Idtatitr bipaeti tras yaer
oroposal 1and co reduce or avo/4 lapacts /ros tlu Oro0oia1. 1t tt can be Qona1 .na co helv eAe •oe++cy aee+de wnesher .n tts Is reautrea•
lestnrcttons lor AOPlicaats:
Tbl• eew/ror.ent&l ebedkllst asti you to detcrlbe tawe batit 1nlonuttqn eOat rour propoNl. Gaventi.ental a9eaeles nse this dattl/st to detemine
wbetbet tke iinr/ronwntal 1mpaett ot yrour Pro0osa1 are slqnltieant, reaulrinq Oreparation ot an EtS. AntMa tht auettton= brtttly, w1tA the wost
pnt/se /ntorsaNon keodn, or q1ve the best dearlptloo pou can.
You wutt answer s,cb qeettlon aetvrats:$ ."d .:t:%Sa:lr. to ths best ot yarr knowledqe. la most u:es, ym shmta ee •ble to 4aWsr tAe anestfoAs
rim your om ab:.rv.e~on or prosset OIaAS vltbae W: Aeed to blte experts. tt you re,»r ao noc know tne .nswer, or It • Que=Ltm does sot apply
eo yonr oevpotal, rrtee •eo eoc taor- or -6oe: noe apOtr.- easplece ,nstier: co the oue:cton: ea .sr .roia umsu:sarr aet.yt taeer.
Soae avestlons uR a0wt gorernwental re9ultittoas. arcA as tas+lnq, srorelfas, and tandowt deslonrtioa=. Aasrer tAese auestlons tt yau un. 1t yau
Mw problews, t[+t goarstn.ei+tal aqencles ua ssttst you.
The dedtitst qvestloas apply to •11 paKs ot your propotal• eran 1f pon Olan to do !hw orer a Wtoa ot tfwe ar on dttfereat Oareels ot land.
Attadh any add1tlOne1 Intorutlon tMt vtit desettbt yw OroPofil 4r ttf tnrftotueetal llteets. Tbt aqenq to vA1tA yon sam1t tAii eixdlltt Mr
att Iou !o aplalp )uw aeswers or provlde addlttoMl Inlori..clon n.:or.ely ret.ua co d.erulaleg ir tkn .ar e~ ~ignirieaixe aaoen• i"act.
Ike ot ehedtli:t tor nonorohet vropotais:
Caqtete tbtt eAedcltst Ior emrolect pnovasals. Nren tmuqA vwtttoes ~ux ba uuxered 'da: not eoOly'. ~
fM AOOt?IOlt, to+Oltts tAe 2!tlLaEIITAL i1tEtT f'00. I1~1HWf~Cf AC1'tONSl~art Oi.
For ramro,jeet aetton:* tAs refereness ta tM tlreekltst to tM roMs 'o!'ojeet.' 'oOplltutt•' and •OroPe*q► cw tttt• stmiQ M rtad at 'Oropopl.•
'oroooset.• a+d •atteete0 9eoqraphie area.• respeetlvely.
A. OJ1CM0M .
1. t1we o! Or"oseQ orojeet, tt apoittable:
~
Z. Uae ot AppllCint: C~~~ ~~~s ~ ~ • ~
3. Addrest aaa OAone wmber at apOtteaat ot toatatt oersons rS.el
L~to o#►'e- .
i, aate etedcitse preared: S 1
s. Aqencr raqae:einq el+eetitse:
L - _7
i. hoposed Nminq or uWule (laeludln9 pAotta9• if spplluele)s
.
A
7. a. Oo you Mre aer o1ans tor tdtum addlttoate epsasloeh ar l716 aetfrltr nlited ta or eo~r+eete4 rlts tlsts OroOosait lt rq. ~1a14.
0. Qo you orn er lieve optlont oa tand eeuty or a4jtmat'to Nts praposalt if yei* explala.
S. tlst anr e+wlronmatal Intarm+ttos yon knsw abart that Ms been onpared. or wf 11 be orepareds dlreetly neUtea to tMs prooos~l.~0~
Rev.i/1166
• 1
~
~
.
t
srovult c.tmiaaxucMCU. as.DuWICE
c i77-i1-9641 S.rattaa 1i.0 !]tl(i)
4m (caqclausd) i
ao rw 1mew '~r.eeaec .gplteaciwo+ axs paadias [ag to**se.M+aeaJ 4Pp90r&Lf ot etlr.t pC43"6+l19 tir:crif 49tactL94 N+a }sop+rq ear09494 6Y YoMc
9e7tema!' L[ Tto. asptata,
~ a i
~ i.Las aax ~a*sra..~~a ~ppav~i oe~ ~t*~ie• Rhwc K~ hd su".d LaC f~srl. Li k~o+a. X~ ~r~.~r~►~~
, ~ . .
gL+e •btLad. cMPLrsa tarcrtOtiaa al rmi tevrasal. LaCLsdtgg itN /eapMd wwr &ad CM rLs• o{ tbrt psojeeR tnd sLSe. :bac+a aN og+nsal
qwattosr i+«eC tw C1LLs GlirCklLSC tlri +rdr. 7dft ss ls*atlba saRCato 40"CC• a! Ya1z Osoperat. xoa. 44 ess re" tO i+OMO tGatr sWURts ea LUs
pall. '
rb ~ 4L? ~ l?I ~`Q b ~'c~..~. _~l~,l _ . ~ ~
t~r~t~r~ ~ t~►~,~~c t~~ a~-~',3 l..~l r~ Gc.4f~1'~' ~ "
~S. LcaEt+rr *4 cAa ikoMu*L. Glw •M[liraLaSC LwRemasssw fre • peam to saiatr.tarrL cba *einL■e lacaatas ad yous pftp"M }ea~s+ec. iw3&mftmg a
•aseoc a+Unra. rxtll uM •sects.s cwsrM* wt s+.ig■. t[ ke.A%. t[ a Pnp64 WMS! oeenr s.~e 4h aata.*f rnas psor"i t6a raue str
Iw+,ta,dartms .E ebr +tCS[o3. lcaw"a a t"al taosrLptlrnr ats• FUos, vleialcl liorr aad saMtaPtia mrs tt coarawsbit aYatlable. NUls yaa
.hee14 Wab%ic aq P4aa ra%V,4cd 1f ebA 496*eY. pA ae. *oc reRdLft+t Rs it+pllaxer •4po ae +tseattAd NLw saLaLetsi vLeb uy pawLr a"LLcs4Lsa
issaa*4 to [Ai+ cbseioLtet.
~ag ald
.
Hfioe" ed t2~"' a► ~ .Sewrm:
-3-5-133. 0(oO3 ceWcrT
li, Cos* cisr pee"ad satl.ea lta wfihLa eba Aqutl4s %aaltirs Jva (ASA)T :tr idesr;l Sewc ieM.cA Aesaf Tin hrlaKq 5.wr ssewKce Ae.ai ;l+.
Ctcy o[ SpolcsoeE (3sst fpoam. CmssY'o Jrtrl OwRLat Laa At1" (sr ManiaiMaR).
~
;0 It CnmrLrm ey AfRLICAl1[
B. aenl4*amr..~. arae'cs iwiuaei.w toc
y.etT Ilss 0~1!
1. LALQ
a. Ctostol taretSptita •t !!re ei.ti# Cateelo •ui t1a uLat. M11r. sa+m*
o~lru ~
1
ti. tlfsac io dw ■t..'aet ♦teve so ttra ■tca ~appewslase. Mei+eAtse dispeyf
%F►sc t*vernL crpaa rE @mlLr aay twW i% a!w •ita Itort sxmipW, elar• favd, gtsrtl, Wtte waak?1
tr r0r bd/I ~'iNIN CLLbMttr.t44 Of SsC"41194t t#[IA, fPR4litr ChM tiW 0090 att tCLMM 14M&MMa
•
+t. AcG Nt%Va amlsar t+iteat"rs eir hLssar7► •d wutaWLa vtLla La iU+ to•mil,s+to +riretaWf it rs.
da+ce'0s.
~
;OV4
e
~
A
~
SPMAl1E ENVIROMMENTAI 0'AOI14111[CE
(YAC 197-11•9601 Settloe 11 10.230(1)
B. EMYtROtdtElftAl ELtftEMTS(tontieued! •
Eralust/on iar
I►Otnqr Ilse Only
s. Oeserlpc the our0ose. type. tnd •py f~te ~ntttfes ot •n111ero ►adin opoud.
tedle4te iouree ot t111. ~j~
t. Cou10 eroston oaur as a refult of elearinq, eonsttvettoa, ar wet It so. qenerally eeurtbe.
q. llpout wn+at eareent ot the tlte w111 r atttr Orof teQ eoRltm•
tton l(Wr esampl!• at~TaTt OT Y rq! . 1 '
Z,
~f?, d c 4 es
P Aeew~ .
.Q~ A. lropose0 oeasw~es to reduee or eonMol erosba, or ot~ lapsets to tAs artl~, tt s~rt 0*-
N14.V'r-- 04e.eiL
CO,
t. Ata
a. wAat type ot amtufons eo tlte Nr woula rtalt tros tnee proQasal (t.t.* dntt* wtoeio011es oQors
tndu=tr/a1, vood s.oke1 dtnln9 coeslrvetfon aad uhen tM projaet s aple tt says
qenitraily desertde ane qtre approstwts Qvaatttet tt kunaa.
~
e. 1►re tAere .ny atr•stte satKes ot asitttoes or odar tbat war attett your orooofal! tt sot
9enerilly deterlbe.
» . .
e. 'eopotcd measures to reduee or tontrol tm1:tlont or other topaels to •tr. It aN►s
f t
0
VATER
6. Surfsee•
t11 t: tAen any svrfate w4ter soQr oA or la tAe t.neei.c* .ioinrcr of ck :ice ieetvainq yo1e
rovnd and teatoetl ttrwes, saltwitr, iafcet, poRds, wrtlands)? 1/ yet. ieWlbt ty" ~n0
aroride~~ . lt ipPropriau ttote wAaR s"ua or rivsr It flo+rs falo.
_wZ,~ • ~
~
~
12) vf11 the projeet npul►s aqp vor! orcr. tp, or •djaeent ao (vltb/a ioo reeel eM daurieed
racersl tf yes. olease dtttrlpe tR0 attadi arailaele pUnt.
A&
i
src,ux~ ~r[~wa~tr'w. o~n~ .
(rx~G i*7-~.1-sao) s.cciop ii, ~a. 1so(i)
9r■La+acLon Tar
CR7'LR~1'~'u+ ~ (C"ctw►.a)
4g.acy n.e aidcr
(3) tetteatr the uaaaC af [i1L anA isedg+ =[tYta1 shat ranlt b-t ptAced la et rawoMSd [ram th.
•vct.e■ vaCaY ar vrrti■eda mtad inlteass cle dtraa af eh+ eia. tbat rouLd br stlrad, Ladtaa~a
eka tvstcea at Et31 w4t&riaL. ~AA6 I
(i) Vil1 cf+e prapasal =staLre aut[aCe %atat w[t#trawoLa eT Ai+►aerlaar? Olr a 3+ASS;t lastHp-
etw►. WePaso, aad aOfmu1aac• KuaaRlcteab t[ lrenw.
, M w
(3) 4ms eM 4ropssal i!s vieluR 4 1QD"lear Ila.d P&.l41 tt so. soco lautlau se tAs sttA MLim.
. A90 V47r -el ~ • ,
I6) ba+■ t!k prspoml iovalwo any dlscbael;s 4l +rucs .atEAaln eo guclue wCSeiT XC ae. F •-V~
4esasila tbw c"e •t wista aat aneLctpstoid esLwo 1Lsdstta. :35133.0& 03
~ . .
Crow~d:
(x) 19tu tswat+eseaf r. .rtewwr. .r ,rcu ■stsr s:.aMrts•d t• embewc.rZ aY. semseat
418itilLplCf+~ar /arpan• &aA a"mLnaN qoa+RiLiMo., ti
Oe.crLM 'PasEs witrKai [hat W13L bt "SChaeM44 Lali Rm gRwEi flvi Ss}T.tC Saake at' aCtt"
#+%i,eAe7 ruts CVMwat faCL3i97. NocstM tM [errca •tae ol' tM ysCw,. tM raaLs .
1wa,w• e• ►s *.r+ta (Lt ■Vo&tubL.l ar tMr awobst .f r.mw eibe W.sag») •se exprdewt c•
ats+~a• t '
va, "r ~ ~rC f~Arr~.~ ? •
. +
(7) Dksctlba 467 9159ear. ocbaR eME slaa lsgipuL tIIe tUs 416poai a! atal[t+er +esaei.
Lsitriisl iee cla puwpars ai ttoehae'siut tl",lr 14Lw t!e gr.a+L snrtaer (taelob" qstam amb
as et+aMe iar eh. !ta*.*at .L atie. wur rc intasse te+m tLa~r ftrw1. Osaeftb+ [m sm oL
sXitem. 4e ai ormc *t rsarta! eo M jtaped of c`twuo tM syacts and tlw tMr d# *atsYtair f
ltlcmlx ea 4e dlqou1 .L (teci,rLlris wseactab Ybir.k "r eatae tba aTaser► toattaetestly thrw;h
spttlo sw sr .*s.uLe .e ttr,eightiu actLvLiUa).
~
(i) 'Ottl aar ckmoLorls tso*seLaL1x yli;aie aai+raac• •t paRSrtaw (wLs) bs 4¢sse1 ia aMwar+
seoma •c oWaegm+t seon;e tsskat U sasc url laaatfila• o[ .soaelsL viYl wa -
staft4l.
,
u
,
MUurc rnataoenarxLU. oILOuiara
(VAC 291-11-960) iaetion il 10 2]0(» ~
QR=ROiQQ1fiA[. CLJDUT.S (contlew.d) -
Lw~wtLoo for
As.xq a.. o,~r
(S) ~fMt ocotOCtlVs «•suse• vLll be cateo to Lozuse cbat l~h+~ ot opills ot 4af cM•tuia
stotsd oc rsed oa •ic• vtll sot bs &liovsd to pereolate to gtaaadvate! (tAte lottndes eueuttes ~
ce t«p c1+.dcoie wt of dlsposal srstese d.rceL1*4 la 3D(1) aaf 30(3)1
~AIMf
c. Vacae RAa►e[t (laeludins *tato watst)s
(1) Orsctibe tM oooces og esnwtt CtotiV4101 $totu vatat) aad aearsd Ot C013fCSi011 1n4 ALGPOMZ
tt snr (iacladis qumcltieo, it lnwva). VMse vtll tAle, rset [3ari YlU t!d• iaus t3ow lase
otQ.e vateest i[ sa. dtseeiba.
f'la•ds
aoW s .re- Ala.✓s a''c-
,2.oa:146/c. ar -fhe . ,
Spo1~w.~c ' C.O"'f~ Plfatscm
••it11 say aMateala fm •torsd, bandled ot ws/ oa tM aLso ia • 3oaacLaa rMta • qist or
luR vl11 4rato w wet.e• eT tro+WM•t.r oe co ••tosr vatrt ltnosei qses diOCUtElq to
srstsea o< <toarA+sus4 .
t 4t4r i P. v T 9Wj4R/0.
(3) COMII +rasc• ..tastsls aecas Seonat .s wslaae r.seni lt so. Ssw.c.lly 1..aKM.
~tJD
i. Mooos94 rs.sara• ce s•tdeo et eeatnl stidaaa. ttaud, ad mott vatu Lapatae. tl aw (il
t sba ptepo"/ aectes, 1!s• vit►te t4e Agalt•e Swattlve A, as, Mesraetallr eLae N oq14MU086
~ eetiLeleu w 14elliti*a eoaaResin faaellsas 3►(4 re]1(i)7se/ k(2) o[ tW tUsakltsOt
SGt n~~41~ '
~ rum
a aeot et eictla cy" o! vegecatteu fero0 oa tb •ltet
ditslduaua tseat alNr, srpls. upoo# otMr. ~
~ ~wc~~~•e c~~: tit. cadilt. Pine. •sMW. ^
~
~q~•
pucar~ ~
esoa oc gc.ta
wc &eii Plaace. eaccal.i. Mtteeeup. ►n11eqsA. sivdc wbbage. •tAas.
w
+weae pisae•a ycsr lillF* oei=eage, 81110U• otlre.
oslec cT"• ot Te4eueles.
6. Whae tia4 •n1 ssmnt ot vagatatfoo vlll M eawMSQ •i At4CfdT
ige xAwtvyC~
e. LLsc thteateeai •f aoaaatesad speeLas uovs t• woa ot wus tm oite.
s ~ol~ S
d. trepoGsd 1044eaoias, we, of oatiw P1anss, ot otine ruasv• te otwes+ti et anAaau wgetatsos
osi tl+0 •ita. !t wys ~'.4•d /'G~
w~`~ ~
~'ry/.
s
J
~
SPOxANE EK1ItR0lMfNYJ1L OAOIMAKCE
'
C 191-41-9601 Sect fon 11 10 230111
ENYIROtoIEMTAt, ELf11ENtS (tonttnuee)
Evaluatfon far
Agener u:. oAly
ANtnALs
a. Circia •ny Olydt anQ 4efmals +r?NtA have peae a0terved oe ar natr the site or are knore to e• oe
or near the : f te
OtrQf' Aavk, haron, eaqle, sonqbtrdi. Other
ermaals: detr. Oear. slk. Oeavef. other•
f1tA; easf. salmon. trwt. Aerrfnq. stulltlsA. otAer:
othcr:
0. l.ttt any thraatened or endu+qerrd speeles tnorn to be on or aur the slte.
t. Is the tlta part ot •4iqr0tloa routei !t to• esPlsfeu 4)49
d
~
d. ►rooo:ee aeasures to oresefirs ar enhinu vlldllfe* 1t aurt ~~40 &S"r
. E11ERGr IIND MAtURItI RES01ptCfS
s. Uhat ktndt ot energr (eleetHe* eutural yaf, vood se+a", soltel w111 be vsed to Oeet tm
the tompltted profett•t enarU eeedst Oestrlb• wAwetW tt vlli et nted far hutlel,, atnnfae-
tnriRq, att.
b. vould your projeet attect ttse ootentlal ins ot solar eewV by adjaesat propeRlatt it to,
qtntrally deser/be.
w
t. UAat k1nQt attaerq egRseentlQn~test~re+es art tneludea ta tbw pluns ot tAls propotalt Lt=t
oNer prapos s ret to rtdvet or oontrol eava lqaets. It aay:
;~W8 RX,ns
AhWx. . J
?#`f fSo-
t. txrtaoMUxrAc KtAtnt t
a. Are cAere any enriroe.eetal MeItt+ battres. IeelnalRq evosnre to ta:te dentult, risk af tlre .
and aaplotloe. t0l11, or ha=ardout vaste, oat torld oanr u• nsutt ot tbis propotatt tt to,
decer/be.
T w=-W ~
~
(i) Oe:er/0e tpafal amr+venqr sarleei tAat w/4t►t 0e r"utred.
NO-✓ ~
SfOWt[ LNV[AOlhQNiJL 9~INAtttL
: 19~.-~1-tQ0) S•ccloe 11 10 230(t) (
L+fp'=11A1AQlR~L„tti]LOf4'S (eoacta...4)
• twai.uclee ios
y.eq o.. oc1~
~troiSuorr~ra. ~u.-V (coacia~..a)
.
(2) Tsopsea0 waseuHe to redvee ootltsml geo~ntal buitb bae~td• U~ar ~4L
v~ o j- _ ~~casc.
' p
s. Nol,~i -
(i) 11kss ttps@ of moiu attec lo the eses r1+it1► yy attset Ywi 9tojsat (tee arMqUt ceatLLt•
e'ylpsaat. opeeatlaa. otlas• .
C. 44~0 "fa w OA'C .
inuc typ4a aad 1e.e1s o[ aeiea +ro"d N ersste0 0y oe •ssocfatsd vLtA eAs rra"at a► •
slu*rt-tam or a loe4-sae" 1aals (tor ssasPlos tts([lt. eowttdacioa. operaeloa. eel+stit teAleato
WMc l+a+e4 aei.v voula eose ete+ at+. .ie..
e
14rooe046 ~weO w Atves •a eOuteel aA194 L.y"u. it aaWe ~PAO;e-
.
a. Wm AND s202aa1s vsc
a. Vhae ls tt+e ewrnet ws eI tAa site seid aejaetat Ofopatzlael
ftan the site Oese rse/ t*t 48sienltuttt tt as. Nsasira. A)O
C. bteeette any stemetae+• oo eM •ite.
d.» VL11 say •ssne`urts M ItwalleW1 1g so, rhttA! ~
s. Vl+st 1• CM crRtat ad"sg eLsettfeaetoa Ot t!w •iNt
' ! .
Whet Lo the caetSst empsabrmiw PLe deolgaatloo oi the o1ta1
s. It appliubis. vbsc io the cnseant sl+osalles rstet *lolas eeaipactaa et tlir •ltal
A. N•s sal yaet ot e1e site bao elAwittaA as r• 'ptrlro~~ta~l~ snsitlw' aevt U ee,
spetity. _
L. A9DsoslartRly Mv goal o►wola vw14 C44146 •r wsk is ele eom►1aerL peoraf
,~~vQ~~►,/ •
G4v
,
! ' -
~
srorexZ VMTUkOCUM oaotWa
(YAC t97-t1-9601 Seetion LL.130:23Q(1)
0 OtvtuoWWR[AI.eC1AQIR! (tooClswe) :~stwtLeo Ioe
l44oey 944 Oolr
~ wOProitrcely l+ov Uaar oaaole voald tM cosplocsd pcoJOct diePLscol / v P'v
t• tropoese wsdN • to avoid ot c"Yaa dteptaes4ac ls0aec6• tt aari ,
l. Pcooosed wsace• to aawte eAe oteoessl t• aaapaelbls vl!h eslottog aad ptejistod Ltd wmo tnd
PlaaS. i[ snTi
~ ~LZ -T#1-re.7- witi2J
4,5 Au~-Tr~ 54164 ~c
Arl2.~A~ ~ ,
v
1• lSOYf L1G`
IlffItesLuuly Iwr .OY MAlU wrld bl oTorlltd. 1[ aeyf tadlertO Mhslwg M$lr, aLAAler, og
Lsv-lneoea homisq. r ~
/~J fi
e. Appioutoatur tow eany usic.. tt soy. LMlcato vl+stt+at Mor* sLfdLaas ot
~lor-tuees.lwYSiat• t ~rrr~r,r
C. hopoeed sa.a+er• w ssleco er coaasoi lieaatu$ t+sapsata. ti aays
10. ALiTiiR'LCi
s. vbae ie cbs tailaee MilAc et m? psvpmA acvaecura(a), aoe ioaln+Itaic ant..m"t {fAat 46 tta
oeiaCi9el ettecier titldtag .atec41(e) 1ro9esedt
~
ti. WAse vtow ta ct+s tmmrllate rtetaity mae1d ►e dsoead ae obstetiatiedt
e. tropos.d r.aere• te tcoloeic er asasesl ..eeMCie lopacts. i[ aqI
• ~Y~if" ~
u. ucb: uio aAuuc
a. '.!!wc cpps o[ llshs oc gLts Kll tM Oropoa+l peeQueat •JMt ttsa ec e.y +m&a u..ioiy owmet
e. Centd LLtbc vs tLea lma lcAm Ilc"be0 pse ec Ma YLqcy I11i4N ae Luset4ce v!c\ vuvet _
~
c. Vlut &ul*cta4 eftNtce seatmes ot llittt or &Lte aay sttOet tast p"Salt
d. ttooosad s.awe~• te tsdree oe coot[~al tt~4t aed ~Lac~ IsOaeca~ l~ aq1 .~~i~~ir~'~ Lr
srouxE etavtnoM¢trt,u. onacwura
(vAC 197-11-960) S•cctoe 11 10,2"(1) ~
1. ORlfl01007RAL O.DQMZ (teotiowd) t~slwttoo fes
A~anc~ Ys. 0VAT
12. ALC1tRATiOp
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c. ttropesed wsuh• ce redaee as coneeol Lpaet• eo eaerimtioo. laetudlng csecomttoerl oppoctvat•
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u. 11sa:oxtc uD aULsvNU. nrsavA:top •
Aer tl+ew+ say Plsce• ae obiaets lisesd eA os pnposeQ [os ostlowl. «aee as lowl On"t+a- • °
cier eegi.cate tuwvo to be eo or atxc to tlre ateet tt so~ ~ raLly dererlbe.
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b. CavArally desssllom say LeB.atti os .vljsaee aL Masotle l~~o ~Eal. saLat~[it os euisvsal
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c. tcapesed wwsas to eeduce os eesceel ly+ats. U aayt
li. SrAtiSfOlC:lllioN y~l!t~`~//C
A. tdse►tity pvalk *eeat• .s►d Dish+rsro Sae~ries sM sit• ao/ de.eei~. ptoyeasd ~aoa u th ?aw ~io
elddai •trste Sr9tes. fi+orve •ip PLaaN. t~ say. Q
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caszaatly ~~rv~d 1!/ la tsas~tcl i! aotr s l~ ~ a c~ swcai to tlts
p 11Y[s~t CT~o~lt •COp1
C. iMv san 'asttns •p.ea. %oali cbe awtletd pnjaas lsawt lsw aany wuld tM rrajset sllsdMNt Iq kS,r
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t Rov &Nol wAleut•. crio• per 44;Dw11 ►e cawtmc4d fr cly cvnPiassd oeojeect tt lmavn,
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A. Voold cM ocoJaec eowlt ta sa tearsot.d aosd tor pllte sas+rtasi (toe ema.p4, tlcs 99etatcLos. "
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0. feooossd eamsrrs• to erdu¢a er ceattal LLnet ta'.cc• oa ps►ltc "svtus. t' aayt .
P6va4Q,Nor SE'
W.11UTICS .
4. tlte.ls oti awtilr ~aaLL►1e • l <4;laWU4;? aCtrtal a
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taa41e40twiton e9 0e00t9ml[teaan• ct+ac lt deht ts4r@ te [.Ltaee~ .9"O tAtO ot+aeUiat.
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