Barker N 414 Convenience Store Pole Sign ~
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SPOKANE COUNTY DEPARTMENT OF BUILDING AND SAFETY
/N~RTH 811 JEFFERSON
SPOKANE, WASHINGTbN 99260
(549) 456-3675
~ I~rtify Mat I have exainined tMs permit and state tW the intarmWl cont8lned ln it anrf eubmitfied by me at rtry agent to comptie satd pem►it is tnie arro correct tn
eddttbrf, I hem read end understaxid tha IIVSPECTtON RECUtREMEN'f8/NOTICE provisbrts itduded herWn artd eWee to comply wiih swm AN provistm oi Iaws and
odftnoea porremfnp thls type o1 work wlp be cartp!!8d with whefher spec+fisd herefn or rtat 1 understend ltrat the ftuance of thia parmit and any aubsequent InsQection
8pprovab or Certifkates of Ocaupancy shall not be oonsMued to glve 8uthority M violate or esncel the provtslons of arty staEe ot IoCal taw regu(abng oonstructiotl, ar as a
waneny oi oonfarmance vvith the prarWotre oi any state or Ioca1 faws t+egulating ccnstruction.
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SI(3NATURE OF APPUCATION
! OWNER OR AGENT OATE
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PF40Jf C1 1[UI II:IER°" C?S7't.•00tji WL. ~l~ ~~7C!/`i~~% l fZL~1• " 11
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~ sirL STREET= 414 N PARVr il i6D F'Ai~Ja'L'L;~~~ ~BY, ~0100~3
AnDRESS- GRrENnCkLS ~O S~00;
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~ i `C RMTT USE= CONV(~ N1i Nt".i- STtl~~E
F'LAT#-- 000500 Pjl_nr r~OW C.ORPTra (IDD To (Yr~~FNAc~~~L,T
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-VTrtiLL i =n 13 4 i "N Li
~ ~1~DRF9S= S~~OKANL 4Iq
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` CONTACT NAME= H_OYD f r ~FN PWt1Nr NUMDER~ ~)09 0" ui;y 1
Bu~ ~Di~~ SEIPArK~~~ ~ RON'T rtF i R I c,~~ITa 59 F,r11 R µ 1
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DEF'ARr MLNT NAME kL"-.V GEW t: UMML=NTS
BtJIl_DTNC & SAf= Et Y PL raN hEVTk`4J IRr-.QU1kED 8 8 0 3 12- Ym W
C(7(JNrY ENGINC Fi'i D~'~ATNpL-F P1 AR! RCQ1' D Wf lN ANo R80328 r,mW
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4V SPOKANE COUNTY DEPARTMENT OF BUILDING AND SAFETY
W. 1903 BROADWAY AVENUE
~ ' • SPOKANEt WA8HINOTON A8Z60
(609) 466-3875
1~tty that 1 hava enemined thb pe►mit and statethet Ure informstton aoMsfrtsd In ltand submitted by me or myaponttooompileseldpemnitla trtteand cone~. ln
~ddltlon. I Rne mad end urtde►etand 1he IN8PF-CTION REOUIiiEMENTB✓NOTICEprovtetone tnatuded herein and agreeto complywith same. All provEelons of hws
~ and ordlnanaea Qovsming thia type of wcrlc wltl be complte0 wlth whether epodReO hereln or not 1 understand thst lhe laausnce of thfa pemnit and any a+baequent
Inapectton approrda or CeRtficatee of Oaaupancy shall not be oonttrued to phre euthoriry to vlolate atancel theprovtaJons of any etete or tocallaw reQulating
conitniction. or as e wansnty of aontormance with ths provtetona of any stato or looaf Iswa resulatlnp aonslwatfan.
~ 91GNATUAE OF APPIICATION
y OWNER OR AOENT I)ATF
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I F'RO,JECT NIJMBEl1= 88003913 DATE= 12/06/88 F'AGE = 01
API'LxCATzoN
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AF`PLJ.GATION a~at~atat~~xx~~cu~a~~ttx~~x~a~xac~a~~a~tt
~ s•ITE sTREErM 411 N BAr,KI.R RD i~~ARc:L.LW'= 18554-0001
! ~~~RE~~= GREEr1AcRE.s wA 99016
F,Eumii USL= OLL Si G1 x
PL.ATt= 000500 h"'1-A1 NAME= Cti~'~BTfi~ ~~D TC1 GREENACRES
BLpCk 8 L0T= Z0NE= CClMM D.[STO= G
AC'~EA= 00000000 f~ /A= f W1U7!-f= 126 DEPYH= 150 R/W=
'a, OF BLDGS= i W' AWFLLINGS:,
, I]WNER= GUTI IRTE, LARF.Y PM0NE= 509 92"Al 61211
, .S'TREET= 1309 E 321ND AVE
ADUF'~ES9- SF'OKANE WA 99216
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~ C0NTACT Nl1MC= Tttf.L. APCTTY f°'I-f0NE NUMBEk= 509 838 0800
~ BUiLDING SF-TBhr!<S FRONT= 15 LFF"T= NA RIGw1T= NA REAR- NA
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REVIEW INFCIF'1MAIIDA!
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~ DC'F'w1RTMENT NAME REYIL•"W COMMENTS IN/0117 INIT IALS
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~ Bl.1TLAINC & SAFCTY F'LAN RFVIEW REQUxRED 8Bi 06 GMW
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I couNrY cNGINEER sxIE r~~~~~ ~~EVxEw REQuxRED 081206 cMw
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STGN f'FRMIT
CL7NTRAC;TOR= BAl_DWTN SzGNS & blSPLAYS INC F'HONE_ 549 830 0800
YTREET= 411 C SPARAGUE A1lC
ADDRESS= SPOlt ANE WA 99202
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~ PkOCESSED BY WENDEL, GL.qli IA
~ F'RCNTCD BY WENDEL, GI..,ORIA
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Spokane County
, Department of Building & SafeCy
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- ' ~ JAMES L. MANSON. DIRECfOR
TO : Ken Jeffrey, Building and Safety
Bob McCann, Engineer's Office
John Pederson, Planning Department
aryl Way, Health District
FRO Tom Davis, Code Compliance Coordinator
Department of Building and Safety
DATE: Apr,,,il 7, 1988
RE : April 6, 1988 - Pre-Construction Conference
North 411 Barker Road - Convenience Store .
Enclosed is your copy of the minutes to the referenced meeting.
Should you have any questions or need additional information, please
feel free to contact me.
TLD:mak
cc: Mr. Floyd Etten
Mr. Larry Guthrie
Mr. Frank Toribara
_ f~Ti M ii~3s. `Iis. ~~.1~~~ Jim Legat, Utilities Department
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NORTH 811 JEFFERSON • SPOKANE, WASHiNGTON 9926400050 • TELEPHONE (509) 456 3675
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MINIIT$8
pR$-CONSTRIICTION C4NF$RENC$
N08T8 411 BARRSR ROAD - CONVENISNCS STORE
APRIL 6, 1988
CALL TO ORDER: The meeting was called to order at approximately
111:00 a.m. by Building and Safety's Code Compliance Coordinator Tom
Davis, with tbe followinq in attendance.
P$RMIT REVIEW PARTICIPANTB:
Tom Davis, Building and Safety
Ken Jeffrey, Building and Safety
Marla Kerr, Building and Safety
Bob NfcCann, Engineer' s Of f ice
John Pedexson, Planning Department
Daryl Way, Health District
APPI,ICANTS :
Floyd Etten, Contact person 922-6121
Larry Guthrie
Frank Toribara
SCOPE/PROJECT DESCRIPTION:
I. General Overview - The applicant is proposing the construction
of a convenience store located on the corner of Appleway and Barker
Road.
There is an existinq gas station on the site which will be
demolished and the tanks removed.
II. Construction Schedule - Construction is scheduled to beqin as
soon as possible.
SIIMMARY OF DEPARTMENTAL REOIIIREMENTSs
I. Planning Department (456-2205)
A. Discussion/Requirements
l. It was stated that the property is located within a
commercial zone which contains no specific conditions.
2. It was noted that the parking as illustrated is
adequate. The required number of parking stalls for this
proposal is 13.
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3. It was noted that the proposal requires a 15 foot
rear yard setback, in order to meet this requirement the
front yard located on Appleway must be desiqnated rather
than Barker. The address will need to be changed to an
Appleway address in order to meet the requirement.
8. Permit Release Requirements
1. A revised plan illustratinq setbacks as required,
including setbacks from the canopy for the pumps must be
submitted for review and approval.
II. Engineering (456-3600)
A. Discussion/Requirements
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1. A copy of comments was given to the applicant and
Building and Safety by Bob McCann.
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2. A permit for any work in the right-of-way must be
L r~ obtained through the Engineer's Office. It was noted that
caution should be taken regarding the detector loops for
the signals at Barker and Appleway.
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~3. Your contact person at the Engineer's Office will be
Gary Nelson.
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8. Permit Release Requirements
1. A drainage plan with calculations, which has been
prepared in compliance with Spokane County "Guidelines for
Stormwater Manaqement" must be submitted and approved.
. An RID/CRP Agreement "Notice to the Public No. 6"
must be completed for Barker Road and Appleway.
3. In order to prepare the RID/CRP agreement a copy of
the property deed must be submitted for completion and
signatures by all persons with interest in the property.
4. Approach permits must be obtained for any new
approaches installed.
III. Health District (456-6040)
A. Discussion/Requirements
1. The existinq drywell on site must be drained, filled
with pea gravel, removed or crushed.
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2. All debris on site due to demolition must be taken to
a licensed landfill when disposed of.
3. This project will connect to valley sewer.
B. Permit Release Requirements
1. A full set of plans and specif ications for the food
service facility is required to be submitted for review
and approval. It was noted, there is a fee for this plan
review.
2. The Health District requires that a Critical
Materials list be submitted to Buildinq and Safety.
IV. Utilities Department (456-3604)
A. Discussion/Requirements
1. The Utilities Department w►as not present, however,
cominents were submitted prior to the conference.
2. A sewer connection permit will be required to be
obtained at the time of connection.
3. The Utilities Department will inspect the abandonment
of the an-site system.
8. Permit Release Requirements
1. The Utilities Department will sign off the permit.
VI. Building and Safety (456-3675)
A. Discussion/Requirements
1. It was noted that Tom Postlewait completed a
preliminary plan review for the proposal.
2. Fire flow was calculated to be 2,000 gpm.
3. Fire District No. 1 should be contacted regarding any
requirements for hydrants. It was noted there is a new
hydrant located directly across Barker next to the new
Exxon facility.
4. Energy Calculations and liqhtinq budget needs to be
submitted as part of the construction plans.
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B. Permit Release Requirements.
1. Two complete sets af revised plans and/or addendum to
the current plans are required to be submitted for review
and approval prior to release of the buildinq permit.
R$QUIRED ACTIONS 4Count :
1. Daryl Way will give the applicant locations of the existing
drywells on the site.
APPLICANT • 8 COMMENTB/ACRNOWLSDGBMENT:
The applicant acknowledged that all comme»ts/requirements were
understood. The applicant had no further questions at this time
regarding.permit requirements.
CORRECTIONS:
To minutes or changes from what appears in the minutes, we should be
notified within one day of your receipt of these minutes.
To plans as required by any or all of the above-listed departments
shall be submitted in sets of 7 to Building and Safety who will then
distribute accordingly ta each department.
ADr7oIIRNM$NT: There being no further business, Tom Davis thanked the
applicant and the departments for their participation and reminded
all that he should be contacted if there are any unforeseen problelns
which may arise.
The meetinq was adjourned at approximately 11:30 a.m.
Copies of Minutes to: All participants
File - North 411 Barker Road
Convenience Store
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CLARENCE E. SIMPSON ENGINEER, INC.
CIVIL ENGINEERS AND LAND SURVEYORS
N. 909 Argonne' Rood
Spokane, Wash i ngton 99206
Telephone: 926-1322
To: ~AfZY NELsvN , ~151 _ SPOKANC coUNT' EIV61nlEeRs
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suBJECT: S U PER. sTo R~ '208" DRRI NAGIE an o AFM~F WaY
DATE: 3 1zsls$
A-h' a eine.d i s aet-tvit o-F i6z s-formvv afip-,+r drctjK"e.
pia.v~ and d.rainaoe ealcula+,bms -(:6r Ae pe'opoSe-ci slbre
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4'8534-4001 FLACK 8540305443i PEFIRSUN~EfiUX, IC U 08/17/76 TaX UNRD
F XRtF IMPRQVED UA! I MPk0VED rorA~ ~~AND' IMPR~. TaTAL
AERES ACRE~ ~IALUt ACkES 1IALUE 6~CRES ~1AL.UE ~►ALUE VF~LUC ~YF~ EX CUDE
` 38e06 `iseoo 57600 Be 140
38840 isalao 57600 140
.oo .oa 38800 iasoo 57600
PORPIN AnD GRNACRS PT
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18554-0801 1861,6 iZ APPL }tWAY AVE SF'OKANE
BLT REM ST FtMS! BDRMS BTHS RSMl CONS f•1fiEA COND FP R0 DW CD WW RR BP SS PAT TNT
c 01 '42 02 B'OQp t 404 AIf' SPk DK CPT GAR SMP lJSr UNTS Li]T SIZ L.AREA ACRE.S S. AATE S.FRtGE 1% AFF b
SE it525 03/30/84 425000 C2877212
BLA 1 VAl. BLD 2 VAL Bl..D 3 VmL
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ZONE MEAT RQOF S T DE APF'RAI SER
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FA7IUIVAL FuR!•IULA h1YUROLUbY
DATE = 1/4/88 DES I GNEF, = F' W hICMUI_K'I N BHSI iy A
F'Rt7J ECT IVAh1E = aUF'Efi STORE 24 :BAFi'KFR RU o& A"-'F LEWAY
DESCRx FT I AN =208 DRR TNAGE CALCS.
St,JE+AhEA 1=. 17 pCRES SUEtARCA 1 RU(`JOFF LQLFr= 1 0I ENT
511BA`=iEl-i 21 .02 fliC:F'~ES SUEttwFEA r.' h'UtqCJFF COFFh 1 G TENT = r 1'.TOTAL AREA = .19 ACRES CUMF'USI "t E hUNUFf= C00 F1 Cx EN"I' t~~. 7 • -
DVf=F,!_ANIJ FLC1W 'JALUES
Ct = .15
L - 110
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CI-fANfVEL FLOW UALIJtES
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COI`IPlJTED VALUES
DUR - 5.00
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f `1;i7JELT NAME = SLJPER ;8l"CIRE -24: BARtZER RI)o AC C='L.JtVJAY
I~~SCFl1;~'l`x m _208 EI;A1NAuE CALC8 n
t t Intensity ~~..dev. Vilt .3-
t sece ) (in.fhr-. ) tc:q~,~, ) rcLk.
300 . i p 1 ri .50 Lq9 9
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15.0 900 1.77 277 27 ~ 7
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85. C) 5 100 o. .06 4le .L s
90.0 5400 w5'.f .03 4129 d. rs~' ti✓ a1191
5700 J49 . ~ 44-1
i,~.~r0. 0 6000 .48 .07 457
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THE MAXIMuM SrnRRGE z SCiO9. ~ 6 C.U. The ta,me of concentration is 5 m1nu-~es,.
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TEW YEAR ST[3R1I CALC
8GWESrRINc; cALcuLATIu14B
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FROJcCr NAr-« = suFER S-~ ~~E 2"14 pBrartiKEF, RD G~ r~PPLEwAY
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t t ti-ttensity Gidev. Vsn Vatt l-. b't t 71, tc~~
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310. 0 1800 z e c~'4 .16 C) 5+ Q
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70.0 4200 . 58 . 09 2-89 C. o S+
75.0 4500 .56 .09 _-98 t:t -.9s:0
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85.0 ~ 1v,.) r 5 ` r ~J .418 9►). 0 a4~U0 1.::iC~ .Clf~ Ar: t~ U 4.=9
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'L ~`Jf_+, C) 6000 o48 .07 457 1.+ 457
1-HE MAx Ir:uM ST~RAGE Is 456. 91-r ib c:u . r- l.
* 7he tlme nf concentr°~tion is 5 minutes.
1he Utideveloped tloiv uut Is U c.+.S,
f E1V YEAR STORih CALC
~ ~ . ' Transamerica . . . . _ . . ;
Transamerica Tille InSUrBnCe COmpBny , THIS SPACE PROVIDEO FOA RECOADER'S USE ~
Title Insurance Services ~ .
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FILEO FOA RECORO AT REQUEST OF ;
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WHEN RECORDEO EiETURN TO ~
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Name Wa ldo and Schweda, P. S.
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North 720 Argonne Road •
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cit,►, slete. zip Spokane, Washington 99212
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Statutory Warranty Deed
TIIE GRANTOR S• KENNETH D. PEARSON and ELBIRTEEN V. PEARSON, husband and
wife,
forandincunsiderationo` '"~r • ljo.le ($10.00) and other valuable consideration,
Vk w d xrsramsco LARRY GUTHRIE, a single person, as his sole and
,atz L ruperty.
ihe following described real estate, eituated in the County of Spokane . State ot Washington:
That portion of Lots 3, 11 and 12 in Block 8 of CORBIN ADDITION
TO GREENACRES, as per plat thereof recorded in Volume "S" of
Plats, page 30, lyinq South of a line drawn 173 feet of South of
the North line of Lot 1 and East of the West line of Lot 1,
extenc3ed South, EXCEPTING the highway; Situate in the County of
Spokane, State of Washington.
SUHJECZ TO: Second half general taxes for the year 1988;
Future assessments levied by Consolidated Irrigation District NO.
19: Easements, restrictions, reservations, provisions and
agreements of record.
Datea~y a 41988 ~ ~ • / ~
KENNETH D. PEARSON ELBIRTEEN V. PEARSON
S'I'ATE C1F WA3HINGTUN ' 9TATE OF WASHTNGTON
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COUNTY OF SpDk,ane ~ COUNTY OF . .
On this dey personaily appeared before me On tims.. dey of . » . 19 .
before me, tha undersisned. a Notary Fublic in and for the Stete of Wash•
lemeth D. & EI}J1rteeIt V. Pedl"SOri ington. duly cwn:niasioned and aworn. persoaallv appeared
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to me knovn to be the indwidual described in end „ „ . .
who executed the within and foregoing unstruaienk and ~ » ~ » ~ .
and acknowledged that tJh- e.X aignod the same to me known to be tJte ~ Premdent and. . Secretary,
as thei r free and voluntary act and deed, sespectivelyo of
for the uses and putposes therein mentioned the corporation that executed the fosegang tnstrument. and acknowledged
the aaid instcument to te the free and voluntary act end deed of said oorpor-
aUon. for the uses and purposes therein mentioned. and on oath stated that
authortzed to exQCUte the said instrunieat and that the aeal
GIVEN uno--r my hand end o9`iaal seQl thie affixed is the corporate seal of said corporatian.
dey of ~ May .19 ..8S Wltness my hand and oftiaal seal hereto affixed the day and year flrst
above written.
. _ a . . . .
Notary 'r ublic in and for the State of Wash• Notary Public in and for the 3tete o! Wa.shington.
ington, reslding at SpQkatX1E: . residing eL _
My appointment expires My appantmcnt expires . . . . . .
LP g. 10 *urm N~► w-ur,+► ~t.~~ ~.tr,
.
Spokane County
Department of Building & Safety
.
~ . . JAMES L MANSON, DIItECTOR
OF TRANSMITTAL
TO : Air Pollution Control Authority
County Engineers
Environmental Health
County Planning Department
County Utilities
FR4M: Department of Building ancl Safety DATE: 3-29-88
The attached permit application/plan has been submitted to our
offices.
Project # 88000627 - CONVENIENCE 5TORE
Parcel # 18554-0801
Address NORTH 414 BARKER ROAD
A pre-construction conference regarding this project has been
scheduled for 4-6-88 at 11 00 a.m. in the Building and
Safety conference room.
cc: Dennis Scott, P.E.
' FIRE DISTRICT 1 _
~
NORTH 811 JEFFERSON ~ SPOKANE, WASHZ'VGTON 9920;000050 • TELEPfiOQVE (509) 4% 3675
.
CLAREfVCE E. SIMPSON ENGINEER, INC.
CIVIL ENGINEERS AND LAND SURVEYO,RS
N. 909 Argonne Road
Spokane, Washington 99206
Telephone. 926-1322
~°_e~ L~, e. r
~ - '
.
SUBJEGT.
. ~ti ra-cy- Q~ _ ir
DA`f E4
Gl vt~ Ia. ~T'!~ ~ - ~ ~
i.
V-L!r- ~-k6 rd-~ 0.-+ r G+.r ~ct_r it r1~ to 1e- t..l~ ..J t'7'h ~~ve.776 oh
-t ~
e-~tA VW!L .
~
AlS o, G ra A-irmfL v+a,4 C. ct ~ ~L4 + o^
c- . .
~
R ,eo i9'9~
~
~
Signed
I
. ~
i
w `
~
SuPER SToAC 2+ 115121
'SAR'ICER RD. ANO APPLEwaY ~ _ _JgS
Kw tA
~2O$~ DRA1 Nq6C C.ALCU L AT1 ONS
~
~ _ D RAc N'AGE7 AREA 'AU
40o F-rZ
~z,,os fN2 X ~ ~NZ = 4e?.o FTZ
.
A RopF =~<00 x l 5~+ ~~}5~x 15~~-f-~ ~ x 45~x 45' 25~7 5 FT
A tmnPERV10uS = 4820 FTZ 2SS$ FTZ =`140$ FT 2
-740S F-t2 x 1 AcRE
= Z = 0.I`7 AcRE
43 ,,54 o O FT
A G~.ASS = ~O ~ I X 151 g 15 F'C'Z
C
4311 5&o F-r Z 0. 02
~y
@
' 2Og' STORAGE RF-Q,ctJR6D = 7408 FTZ x Z = 309 FT.
12/Fr,
- ,I srn►6~~ SARREL DRYwLF44-~- ! o! FT 3 sroA&Ge G~ = 0.50 cF5
60,
►~3 A_ 5-7
~ - p cn
,j Q ~M
~
57 m,
Ip
~
60
E. Sj
Y;r~43
~ - ~d ~O 3 ~ w~ _
~ _,~C'r fror "
. ~ Q
_ a w.
.
w,. r ti
5El -5 X 12 a 33<v_ FT > 30q 7!D9 ~~JS~E
- - ,
,
• ~ ~
J ,
r,AYrotvaL FoRriuL►a NYI]ROLiJGY
~ATE = 1i4i88 _ K w MCMui_k xIJ riv A
FROJECT iJAhIE = SUF'ER STCIRE 24: BARKER RT.). ,';F'FLE140~
DESCF: I PT x 0!V =208 DRF1 I NAGE GALC,~.
SlJEiAREEI 1=. 17 ALF;ES SUIIAFiEA i f:UNOFF CCCf 't-= TC14:.I dT -
SUBAREA o? ACRES SUBF;hEA 2, RUNOr F COFF'F 7 G 1Ehli=
TOTAL Af;EA = .19 ACRCS CUl"1Pt.:,SITE hUNUF7 i.:ULI C= ICIElqT=
OVERLAtV3.? FLOW tlALUES
Ct = .1~
L 110
tU - .016
S = . 009
CHANIVEL FLOW VALUES
L 0
"fD = u
caiIPurEn vALuEs
DUR - 5.00
x!0 = 7.18
o1o - .50
DA ~ 0.00
. `
.
' LtC1W; i1'17 LI4L3 C.AL,~ULAT1of'.b , -
>
ATE = 1! 4i 48 DkS J. 63NER = f; W lICMUL f<l iU &AS ;
FRGJ EC T' !UHMG = SUPER STOhiE 24» FsFihFy ER RD. tia HF'F LLWF1Y
DES(°F' IPT ION 208 CRA .C NAGE CALCS.
+ t Iriteiisi ty adev. Vin VOLit I J.
(min. ) (so.cr ) (Lrr. /hr. ) (c. f.s. ) (cc.,. I t„ ) rcu. ft. )
5.0 ~Je 10 .30 19r) 90 ~
10. ci bC>sa 2" 4 . ~3 245 1 8c)
J. 5• 9~~~~~~ 1.77 • ~el 0
0 12(io 1 . 115 . 2 C7, 1 b rJ
5.. o 15010 1 a 1 .19 --002 4 ; U - 1-u
_0). C) 1800 1.04 .16 "(.)9 540 2-5. C) 2100 .91 . 1,4N 7! 1
40. cJ :4 C) 4 .82 . 1~' 7 21 c"J -It1(.r0
~ 5. Ci ~2 .~.7 ~'J.74 a 12 -c,+~? ~ 10 _ 4•3-;
50.0 iGUt) o68 .11 ~Ly 17'00 ~rl 71
~,5 » ~ G0 . 61 .111) ~t~(1 99t) - 6'-~t"
6i~~ . 3 6 4~.~ .61 .10 5:? I ta; ;o t ~.3
65.o 3904 ,6c) .09 -.;71 a 1 7R) ;rr v
7't7. U 42~t~J ....~9 .09 ~t3"~II 1 " 26 t) 1' t
75. Z.j 4500 .66 .09 'I1Q 1 f.5() 'I ~1....•
E30• 48~.~ 0 • S i • 03 405 L 4'c1 L 3 c
85.0 5100 . 5 2- .08 1 10- t. 4 1 l, 112
90.0 5400 a 50 • UG7 4 A2) 9 16 .►~ol -j19i
~a
95.0 5700 „ 4y . U8 44/1 1710 - ] 2
100.0 6000 .48 .07 457 1:300 -1 ~
1'HE MAX IMUM STORAGE T aC109.421416 CU. FT)
~C The time of concenti-ation is 5 minutes.
"fhe Undevel oped ilc,w nut ise.er
TE1V `tEAF2 STQkM CALC
.
~ BGWSI-RTNG CALGULFiI 1 UI+1b "
.r -
ATL- = 1/4/Sd DES1 G!NIE!`. = F' W FlC11ULN•.:id bA;_ 1(J t,
FRGJCLDT IJAt fE =SLlFEFt S1 URE 24cBARf;E!-2 RD. & E-1F FL-C"D1H`(
L?ESGRI PI- T UN =2'08 T?RA 1 fqAGE CALCO.
t t lntensity Lldev. V~11 ~cj, i L- t
Ctn-Ln. i (sec. > (Lno /hr. ) tCu. f ) tcurt. ~ tCli, ; ~ . 5. L) * 300 _ q 1 B • ~.J I Y%~ 1. J
1 U. 6UC~ 2e..~ ''4 f~ ~
n _ v a..~J -I
15.0 9uCs 1.77 .`?H
20.0 1r~,. 00 1.45
r ~ i 7 .J L! i ~x
25.0 15.l 0 1 « i 1 ?
s0 . 0 1300 1.04 .16 21L.)r f „ 91 .14 0
: i3
4 ~ ~ w V ,r~..~i'r.d a~~ r L~ :•..o
45e 0 2700 .74 . ~i L OUo • bQ a 11 ,.liQ. tw~ ~T
5:5. 0 710 =0 U .64 . 10 a40 c 1 1 -1~~'J
60. u 3600 .61 .10 Jy'
65.0 3900 .60 .09 17 i
70.0 4200 .58 .09 7. Ar 8 ct-
75 . t,~ 4500 .,..►6 . ~a r~ ~ ti'
80• V 44100 a JLs V~ 4 OwJ ~..1 -1 t~/5
8 5w o ~.~J.L (..)0 Ou -t J. o
90• 0 54Y0 b 510 M 0V -YC / ~l ~.:►j~
9:.:1. 0 5700 .49 . Q8 4 4 ~l 444
100. 0 6Q40 .48 .07 14bi 1) ~I
TFIE IyAX ] IWUA1 STCIRAGE 1 S 456. 91 776 CU. Fr.
X 7hE time of concencratiAn is 5 iiii i7utcs.
Tne Undevel oped f1 ow out i, c~ c» f. s.
l-EN VEAR STOFif`1 C(aLC
I
C
S LAPEFZ STORE 24- I lq2 ~
SARKER Rp. AND RPPLEWAY 1`4-'8~ ~
~ZOS'_ bRAI NAGE, CALC ULA~TI DN S K w M
~
0
D RA l~N kG E ARE A~ls-
40o FTZ
APP~Y`C. ° Is.?"l 1N Z K ~ IN2 = 6,30$ FT 2
~ 1 ACRE
, A 1Y1ApERVI~tAS = 6308 F't'Z X 43J5(0D FT Z ` O. 15 AC~~
6RA55 POtdO GWA.SS qREA, I-oWER L'sF7 CoP-NER
A t~ RAS S ~ j2 x~ Z' x 25 1 ) -t ( 16 X l 4~# X 5 x I4~ -t~ (!~2" `~~x I`~ ~
l03 FTz X l ACRE +
~-3,5100 Ft Z 0• 03 ActzE
~20$' STOkAC E RFQUtRED =~030$ FTZ x~2 = 2~a3 FT3
, ~2:/FT
~ 1 StN6LC 13ARRiEL Dt?YVilELC. "t" $S F"r3 STORq-~ Q= 0.+4 CFS
• $ ~
% x 20 X.. $ 7C <O~ r 2q~ _ FT3 > 2(p3
2 /2
i
N
3-1
_ o-
.
_ _
,
,
V
C
loor
.
~
~ATi orvAL FORMuLA HYur;uLOLj~
DA7"E = 1 t 4/ Et8 DE.S I L3NER = Fti WPiGMULI~ I rJ BAS ! lu 8
F'ROJLCT NAME = SUPEF 5TOFiE 24: E+AFiE:ER hDw 3, AF'PL_EWr-►Y
DESCRIF'T! OIV =208 DF►AZ IVAGC CALCS M
SUBAREA 1=. 15 ACFES 5UI3AREA 1 RI.INOF=1= Ct7E(= r ICz Etdl'
SUBAFtEA 2 _ . 0'_o ACF;ES SURAREA ~ RuNnrF CCEFF I C ) LNll' - .15
i t7TAL AREA = .16 ACFFS CdM1=t]SI TE RUIrJQ1= F GOEF F C1 LNl
OVEhL AND FLOW VkLUES
ct . 15
L - 125
N - . 0101
s - .Uls
CHAN14EL FLOW VALUES
L = 0
TU = o
COMF`UTED VAI_UES
DUR = 5.00
I 10 = 3.18
010 = .44
QA = 0.00
~
r
~
t" BOWSTh T(u6 GFaLLUL~-)T1. UNS
DATE = i/ 4/ 88 UE51 UNER = f, W IyQ,1lJLF. I 1sI bASZ N B
PRCIJ ELT NAME = SlJPEr al"ORE ?4: BARk:ER RD. & faF PLEWi1Y
uEscRrP-r t oiv =208 oRra r NHGE cAL_rs .
t k Intanaity Qdev. Vln V()ut :jzir .s~(min. ) tsec. ) (ln./hr, ) (c.f.s. ) tcU. ft. 1 (C--Lt. °rt.) (cL(. f t~
a0 0 ".75. 18 .44 1 / E, 90 tt::
iG.(-) 600 2. "'q . ?19 lt3o 119
15.o 900 1.77 .25 2111 ! 270 - b ~
,2)~.~. U 1200 1.45 .20 -b - ! 6-_: 360 --97
25. U 1~0G 1. 21 l .17 2~'L~
30.0 1800 1.04 .15 276 540 35.0 2100 .91 . 1 ~0 ;c40.0 ^AOO . 8211 .11 ~86 72 t.) -4%-14
45.0 2700 .74 . 1 v ~t3~+ 810 -L 2 7
50.0 3*000 .68 .09 .294 `I 0 C) -6(16
~5 . ,r c_,o .64 .(19 Z#011 0 aC) -58~
6 E., • 0 6 0• 6i .09 J 1 i•J loFio
65• U 37 l.f l,! • f] r0$ J s.]
70.0 42~'~0 Y5$ 08 ,A+g I`.~ :o
75. C) 450C.) .56 . u8 a ica 1..; a0
c3U . 0 4E;00 . 5Z, .rJ? _,6 r' 144(1 L 0o8
85. 0 5100 .52 .tV % ~74 1 - I ~ ~io
90.0 5400 . ~0 .07 364 1 e~~1) - z~. ~G
95.0 5700 .49 .U"I 39 / 1 i 1k.) -1 I,'
100.0 6000 .48 .07 409 100C. -1;5' 1
THE MAX 1 MUM STQRAGE T 5 83. 12.4-2 CU. FT.
* The L- ime caf concentratx on is 5 minutes.
ThE Undevel aped f l. ow ou k i s .31 c. f. 5.
7EN YEAFc STOR11 GALC
.
~ .
r
. sc,wsrc=e r rvc rtiLr(JLr;Tz uN%6
DpTE =1i4i88 nLS I GNCR = V W hiLMULI r N ~~N r►a fr
PRaJEcI- tiAME = SuPcR STaRE 24: BraRK~~~ RD. 9t Hr- PLEwAY
L?CSCRI F'T T DfV ='08 DRA I NF1GE CALCS.
t t Tntensi ty G!dev. V L ri V,Lck
(rr,Yn. ➢ (sec. ) (in. /hr. ) (co t. s. ) (ru, Fto ) (Ccc. i t.) (cu„ tt, )
5u~.! 4► o~ C7 w44 170
10. c".J 640 ~ o A2 4 ~ ! 21 15~ ~ 19
1~. 0 9UU 1.77 .25 ?4
121 oo 1.45
:;~u=
''SG 1500 1 d~1 .17 '70
Z;u. 0 1 e(ac7 1.o4 .15 ~:76 0 M~7
~ 5 . 0 12 100 .91 . 1 a 230 (.s cl° I
-10. t"a 2400 . 8~ . 1 1 :~:t6 0 : 81-1
4 c~.1 2700 .74 .10
a'~'~
a~~. r~ ~1) f~0 .68 .09 {7 ^y
76.,300 • 64 .09 J Utl' u
V4
60. o 3600 .61 .09 3 1..~~ 0 ~4 1~1
65. ~ -7900 .60 . OEt ?
i v. 0 4a0 c) .56 . u6 -.a413 0 48
757. 0 4500 .56 .08 30 5t, 6 r~~►
Eio. 0 4800 . 57% .07 ib 2 a J62
85. r.) 15 10 a . 5 •Cf7 '~.7
~ . /
9~~. t) 54~a(~ » = ~i ca? :"84 95.0 5700 .49 .07
t0C)•(J 6000 .48 .07 'Y' 0J 0 4 9
THE MAXI MUM STURAGEE 1S 408p~~99-2- ClJ. F`l'.
* 7he t1 nce of concentrat x ori is 4~ ,r,inutes.
The Undevel oped f1 uw out Y s 0 c» f. a.
"tEN YEAF't STGRh! GALC
~ 4. -
s.T
S utP~R- ppLEw+~.Y K'w M
ER R~' KN° A
SA~''~c, C~,~,~ t,l LP~ ~ D
.2oq' '4v;r% A►t l"~P`~ ~
is.
t415 400 ~030 ~ IVc
Z
- t5•~7 INZ x I IN , t~ h~~~
d
T
r
. ~-A
_
o y
414 ~
l03 x
~ t'W~P EtZV 1 D~► ~ x 5~G I~'~ ~ 2
3 ~~Z x ~ . ►
49
~
Ac-i~~s Q~zle
iKt4•
a ~
.
~ ti lo
FT3
(P P~S 1r ~ z /2 s~ 2l0
FT x ~
,r•2rJ ~ 0~~~ ~ ~'Z'c(~2~t R
- 0,+4 ~Fs
T3 ,5-tOF:A,U'~
t SS F
ARR~~ ~~Y
ss 'f 3
~
2~3 -7
~
20' x 58~ Z Z
/
~ ~ .
~
z
.
/00,
e
~
~ -
~ FAT I C11VAL FL]Rl"IUL.r-) {AY0kGl_1~G*t
r
Ui iTL= _1/ 4 008 DC.S I GNER = f, 1rJ 11Gl•111L-F : T N ar;SiN 8
PFiGJEtr"{" tdAi'1E = SUF'ER ST(JFv'E 24: BARl:ER RD A1='F'L,EWr-tY
D~~CRIpT ON =208 DRN x NAGC CALGS.
SUBtAf;LW 1=. 1b AL.hES SUi-tal~~EH L 1-:L1hJ~7!-= ~,~1L' l- r=1 i~ }~110
SuBF~~~ A 2" = . 0::~ AcIREEi SutsAr-,EA ~ RuNoFr ULIEr- FIc: LLNI
TIZlr,L F=WREA = .18 F-+CRr'S +rt:lMt='OSI TE KUNUI- r GOi= F.I t 1F-t•4i=
DVEhLtiIqD F'LQW VPILUCS
ct . 1 5
L - 1 25
h►l .016
S - 0413
CHANlJEL FLOl+! VALUES
L - 0
TD = 0
Cu1°1FUT Lv VF,LUES
DUrt - 5.00
Iln - 3.18
01 1 c.7 = .44
1~~l i - 0.00
/
~
~ BUW51-Fi I1a13 CkLCULATI ulJE
r
I?ATE = 1/4/88 llES] CaPJER = F; W h'1CHULt :1N tiwiB1.1q Li
PRC]JELT NAMC =SUFEf, STORE 24: BAhl-ES tRI). & WPL_EWAY
UESGH 1 FT 1 OIta =2U13 DRA I IUAGE C(aLCSu
t t Intensi tj Qclev. Vi ri V ~.ut ;~-c u r ;A LlM
imin. ) (sec. ) (ln. /hr. ) (c.f. a. ) (cu. ft.) (cU. i t.) tcLt. ft= i
~ f ~C 1U~~ uI G p44 1 i'ib 9i., 3 0
10.u 600 ' . ?A .31 2 1 ci I i3O .19
15. C_) 90c) 1.77 o25 247 ~70
?U. 0 1200 1. A5 . ?tJ ~"b~ ~"6t~ - ?
?;ota 1500 1 .211 .17 2/0 15r~ -ICII
3o. 0 1800 1. 04 .15 276 .:,4 U - 21 6 4
1-71C1U .91 . i ti 2 ~3ta 6
40.0 240U w 822 .11 28,t 720 -4L4
45. Cf 2700 u74 r 1 U 2 0- C'' ~t 10 - u. I
50.0 7000 .68 . Oy ~94 900 ~L►('t6
55. 4 3 ~~.30 0 U .64 . 09 30y ~90 --~.~96
S(--). U 3o00 .61 .09 ~ 1 5 1061) - ~ 05
d5. 0 z9() tt . bo .08 2 L17Q -~~9
7i). 0 4200 .50 . 03 348 .'60 -''"e 1 -e
75.0 4a.~~.~~ r56 rC./s e.~.~5b 1 ra5tt -97''~
Br~,). Q 4eOU . 57 .07 62- 1440 - lo✓8
85.0 J 100 . 5 -2' . 07 37~1 1530 1. t csiya. r~~ 5400 .5() .07 3 1-11~ 16 ~.~t'-) --~~-ft
95. C) 5700 .49 .07 1 9 ~ ~ I C,J ' 1 - 1
1~~0. 0 6000 p 48 . u7 ~ ~06 , - 1 :j91
1'ME MA X 1MLJP1 STOFAGE I 5 9SoZZ-1,12: CU « 1= T.
* The ki me of concen tration is 5 m1 nutes.
The Undevel oped f 1 ow oLit i s .~c a f.S.
`fEN YEAFt S'TORh'i CALC
r
f
r
9 .7W 5 i R 1 #'d(B CAL 0 Ul_Al I U Pd.~-.~"
17A°1 EI /A /130 DE.'.o I ONLR = 1, W Ml..~Hf..Jl.rl 1 i+f 1 rrA S T IV f-
FRU.1F-L r NAP'iE: = SLIPL-N aTGRL 24: CtAPKER RD. & AF'P1.~E WAl''
~~SCRrPTra14 - 2-c~~ DR~INwGE caALCS.
k 'L TntensY ty Qlde,td VLri Vauc 'i s4,~Q
kriiin. 3 (secv ) (in.lhr.)~~4~'~ ) tC:Lt f't.1 (cu. -i tw ) 4c. u. -r t.a
5.0 -SO 0 C) -'~14 . i t3 x44 170
1~'~w V L,U0 24 0 ~1 ~.1~~
is. ~.f 9 {r)0 1.77 .25 0624 7 ia
20. Cs 1200 1.4S 6-..
~ 25. Cl 1500 1.21 e 1 ? 27(1
~
,..00r0 1800 1 u V~ n.L t.1 _2I6 0
35r0 .6. 1(lo a9d.
4c). E.) ?~100 . 821 u
'I 4b. 0 2700 a74 0 1() S~ -Y
50. ce 3000 .68 » 0 ~l" `?4 C)
55. v "L,%:,c:au .64 bfi. U 1600 .61 .09 ~15 ~ :1, 15,
65.0 ti1 90V .60 a 08
70.0 420U y 5B . OB = ~a 0 4;3
73. Q 4300 • r.~.J~ ~ IaEI 156 K..~ .~.iCi
ri4s~c. 1t6-`
Q`.1,.0 480v • 57 .0f
e=. 0 S1 00 .52 w o7 r»~ 7 *1 -r rr 1
~ . ~ ~~~c=3~ a ~c~ _~i4 90.0
95.0 5700 .49 .07 79-1
100.0 6000 .48 , 0y 409 0 -109
TNE IYEAX1tlUt~~ STQRAGE kS 408o5t~9&~42 CU oF1.
~ The txrr~~ oT concentr-at-.c~n is 5 ininLites.
I 1e i.Jndevel.r}'pel.i flow out 15 J ca +w sn
TEN YEAR S-rURiYI cAt_C
~ i i
i ~
~ ~ ' i ~
~
.r ~ ~ ~ i ~
!
I ^ ~ 1 ~ ~ j ~•~11 v ~ ~
C ~ „ ~ i
~ ('~r~~ ~ ~
I ~ r "7 i - , n~ I
••/'~r~.~ 7~~.' ~ Single Barrel Dr~well ,TyPe A I
~ Spokane County 5tandard I
~ Metal Frame ~ Grate ~ Type No 3 ~
~~t'~ Top of Grate , ►oo? ~ i~ g' south of North prop Itne ~
45' east ch West prop I ~ne ~
I
120, 73 1 . ~
~1 3 ~ ^ ~ 57' ~ 0/. ~01- ~fl~ ~ i
o' PoNO eon'oM .o) _ i ~ 30
ELEV 100? ~ , ~q0 ~ L_, ~n 5~~ 3 i o ~
~ , ~o~. ~ , ~
60 0~°, Ramp or Steps a P ~ I
/ ~s, I i I ~ ~ U1 \ ~5~ I ~
~ / I ~ , + I Y C ~ ' ~ • 10~~ I 7
~ / ~ a , , I ~ 1 ~ 11 J . , / M ' ~ i o'7 ~E~' I
, ~
I~ ~ ` ~ ~ ~ / ~ r, o ~ ~ I
' , i~ i. i~ ~ ' a ~ ~o~' ~ ' ~ 1 ~ ~ ~ 1 0► I
~
o~ °fi' ~ ~ ~ ~ ~ ~ ~ p d~ ~ BIU~RIE~D~ ~ ~
~ ~ ~ ~ (F~UEI~ ~ I 0 ~
~ ~ ~ ~ ! jT~N ~S~ I ~ I ~ ~ ~ I 1 I i I
~ . ~ I i I I..._~
l ~ ~ 1 ~
. ~ m , ~ ~ ~ " , ~ • ~ ~ 1 b~, 4 - or
0 . f ' t
► Q o
~03 - / I 03 . , 02 ~cZ ~
~ F = ~
~3 .
i i oz p~ 5 io~ ~ 1
~ ~ 3 1 \ ~ ~ ~ ~ + ~ ~ ~
N , 0~ ~ ~ - 5~ ~ o p~~ u~ ~
ti ~ ~ ~ I~' " ~ o ' ~ ° ~ ~ o~~ .
~ + Q 4/ ~ ~ ~
► ~ ~ / 3~ ~ / / ~ ~ - ~ ~
~ ~°i G ~ ~ ~ ~ ~ , '
~ ` ,i ' ~ oz
~ - r . l 2' ~
~°2 ~ /
io2 / 5►ng le 8a+rrel Drywell ~ Type
~ ~ ~ Spokane County Standard ' . ~ .yti ~ ~ ~ Metal Frame ~ Grate , Type
~ ` l : . _ ~ 4 ~ o~ - ~ ~ _ ~ ~ ~ Top of Gro,i-e , I o 1 ?
14 west of S E prop cor ~
1 ~ ~ /
~ i ~ / ~ ~ / PaJe~e . ~ , - Pypha~
i~ ~J
~ ~ ~ ~ ~~9 ~ ~ ~~~5
~ i .
~ o ,
~N p,~ ~ ~
o PP~,
~ ~ P ~
v , ~
~
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