INDIANA E 11308 ADD ABC STORAGE VEHICLE PHASE
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~ NOTICE OF TRANSMITTAL
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I3US[NrSS NAM11: I'ARCE[- NO./LEGAL,
DES C R[ f'T [ O N:
PIZOI'OSCD USE:
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CONTACT: PHONC:
REASON FOR TRANSMITTAL
PREAPPL[CATION CONFERENCE PRECONSTRUCTION CONFERENCE OTNER:
DATE: TIME:
DOCU7VIENTS CIRCULATED
DISTRIBUTED TO: ~
kCC4 DESCRIPT[ON QUILDINGS PLANNING ENGINEERS HEALTH SCAPCA FfRE DIST # / OTHER:
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5lwkw»e Connttj Divi.viem (?/'Qcrrldrirgs * 1026 Wevi Qrnti(livaY Ai-ertuc Sp(lklUfe, WA 99260 (509)456-3675
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DATEFrNALED ENGINEER'S RF,VIEW SHEET
_ CHECK WHEN LOGGED IN FINAL
BLDG. PERMIT #-or -FILE# B94165-94
Related File # ( B93094892030/I391059)
Date to Review 10-5-94 Time 10:00 # PRE-APPLICATION G(0?3
Date to AA & DR Time
Date Received 9-15-94 3"T R Z
go• g r
Project Name ADD ABC STORAGE VEHICLE PHASE III No. Lots No.Acres
Section - Township - Range
SITE ADDRESS INDIANA E 11308/E JOHNSON PARCEL # 09543-0644
fApplicant's Name SCOTT COOK Phone # 208)773-2563
, Address 2455 W HWY #53 POST FALLS ID Work #
Date Conditions mailed
Contact person Phone #
FLOOD ZONE V NO W S SCKOOL
Engineer / Surveyor's / Architect's Name
Planning Contact Person Phone # 456-2205
Date Subnutted Description Initials
/q;"AGRVJMhNT TO PAY FL'ES OR PRIORITY FEE COMPLETED & COPY '1'O ACCQhJtfTING 1
FINAL PLAT FEES COMPLEI'ED & COPY TO ACCOUNTING
NOTTCE TO PUBLIC # 1 3 4 6 COMPLET'ED - OR NEEDS TO BE SIGNED
llESIGN DEVIATION SUBMITTED
ALTEltATTON TO PLAT - BI..,OCKS & L01,S
BOND RELEASED -ROAD & DRA.INAGE IMPROVEMENTS
14EARING FXAM _APPROVED _DENIED-_APPEALED BBC / PROJECT _APPROVED _DENIED
pr -P .
k\p\t\review.tor
A NOTE TO THE FILE
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W:NORT OF 10/5/94 PRL-APPI.,ICATION CONrE-RENCE
11308 E. indiana Avenuc - AI3C Mini Storage Phase III (vehicle storage)
I NAME I nnnr.ss I CTiY I STA7E I 7IP I PEtONP I CoNTwCT
OWNER I Joseph Daly 1275 Corporate Way ~ Kalispel ~ M1' ~ 59901 ~ 406-253-2228 ~
C0KI°RACI'QR I Scott Cook/Caok's lnc. 1 2455 W. Hwy 53 I Post Falls I ID I 83854 I 208-773-2563 I X
ENGINEL"R I Simpson Engineering 1909 N. Argvnnc Rd I Spokanc I WA I 99212 I 509-426-1322 I
SI'A"I'F ENVIRONMENTAL POLICY ACT (SEPA)
The proposal was reviewed by the Division of 13uildings for compliance with the State Environmental Policy Act. It was determined that
previously prepared environmental documents and threshold determination were adequate to evaluate this proposal in accordance with
WAC 197- l l-600(2). These documents arc on filc with the Division of Buildings.
PROTECT OVERVICW
Applicant proposes to implement the third and final stage of this project. This project would oonsist of 2 dry buildings for vehicle and
RV storage. Each building would contain only exterior lighting and no electricity within the storage unit. Eacisting house will be removed. -
SUMMARY OF PROPOSFD
occu-
[.AND USE PAKT CONSC F+IRE
PARCEi. 7.ONE ACi70NS 1'YPE BUII.AING USE SO.Ft. GROUP 7YrF? I'IAW WA7ER PURVEYOR /FIIONL '
45093.0644 I-2 I 7.E-4-24-42 I New I Vehicle/RV storage I I I I Irvin Water
45093.0644 I I I I I I I ~
DISCUSSION TOPICS
(clarifications, eddiUons, end carectiam to written comments)
PLANNING DEPARTMCNT (456-2205) CONTACT: JIM MiLLGARD
* Written comments were prepared & a copy given to the applicant.
' Aggregate parcel with a Certificate of Exemption and a copy of completed segregation form from County Assessor's Office.
* Submit site plan showing exterior RV parking and storage.
ENGINEi?RING & ROADS (456-3600) CONfACT: PAUL LCNNTMANN
' Written comments were prepared & a copy given to the applicant.
* Aggregate parcels or provide easement for drainagc.
' Submit road plans for Indiana Avenue.
HEA.LTH DISTRICT (324-1560) CONTACI': DARYL WAY
* Existing on-site septic tanks and well need to be located and abandoned per Health Depactment specifications.
* All construction debris is to be disposed of at a licensed solid waste disposal facility. No on-site burial or burning will be permited.
* Copy oFstandard lease agreement.
£IRE DISTRICI' NO. 1(928-2462) CONTAGT: PAUL CHASF_
• Written comments were prepared & a copy given to the applicant.
* Knox box at the gate will be required.
* Existing hydrants are ok.
DIVISION OF BUILDINGS (456-3675) CONCACT: BOBBY STONE
' Written comments were prepared & a copy g'rven to the applicant.
• For infomiation on the Americans with Disabilities Act, call 1-800-435-7112.
• Critica! Materials List or letter stating no on-site critical material is required.
* Copy of standard lease agrecment.
` Exempt from Non-Residential Fncrgy Code.
SEE REVERSE FOR PENMIT AELEASE REOUIREMENTS
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PI?RMI'I' RfiI.CASI; RI?QUIRI;MV N`I'S
Pleasc submil seven (7) scts of revised sile, drainagc, and landscape plans plus Ihree (3) complele sels ofconslrucli4n drawings to
the De/aartmcnt of 13ui/dings for ackn4w/dgcitient and distribution to a/l the appropriale agencies. !n order fnr a// agencies
to expedilious/yprocessyour project, it is important that submitta/s inc/ude a// necessarydrawings and documents to itrsure
that review ofyour projecl is completed in thc leasl amaunt of limc;. Documents should include: builclinq adciress and lega/
description of propcrly.
Spokane County's Project Review Coordinator will be Jeff Forry at the Div. of Buildings (456-3675).
I PIANNWG ~ ENGINE, ER~ IIGALTFi I FIFtE IBUII.DINGSI
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11 1 Building height in stories & feet ~ X
21 ~ Clcar view trianglc at ingresslegress ~ X I I I I
31 I Curbing around landscapinfi ~ X
41 + Dimension travel lanes I X I ~ I I
51 1 Exterior lighting/direction of illumination ~ X
61 1 Exlcrior refuse arcas + screening ~ X
71 1 Extcrior storage areas ~ X
81 1 Fence location, height, & type ~ X
91 1 Landscaping oC parking lot ~ X
101 1.5 fcet 'I-ype III landscaping alonR Indiana Avenue ~ X
111 125 feet 'Iype Il landscaping along f'reeway ~ X I I ~ ~
12 ~ Landscaping (location, species, sizc) ~ X
13 ~ Parcel boundary dimensions ~ X
141 1 Parking & traffic circulation plan X
151 I Parking stalls (number, striping, dimension, dircctional arrows) ~ X
161, 1 Paving ~ X I I
171 1 Square footage & type of use of proposed ~ X
181 1 Traffic control deviccs ~ X
191 1 Turn around for dead end parking stall ( X
201 1 Utility location X
211 1 Drainage/slope of loading docl: and/or roafs X
221 I Drainage plan (swales, drywells, calculalions) X
231 1 Driveways & all road approachcs X
241 1 Easements (drainagc, utility) X
251, 1 Road plans ~ X
261 1 Set aside for future road improvemenls ~ X
271 1 Handicap parking stalls & accessways (into & within bldg) X
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281 1 Aggregate the parcels into 1 parcel ~ X
291 1 CertiCcale of Exemption ~ X
301 1 Cost estimate of improvements ~ X
311 1 Irrigation system plans ~ X
321 I Nursery estimatc ~ X
331 1 Promissory leuer for landscape requirements ~ X
341 1 Agreement to pay fees & minimum requirements list X I ~
351 1 Approach permit for access lo county roads X I ~
361 1 Roaci plans ~ I X
371 1 Letter stating no on-site storage of Critical Materials X I ~ X
381 1 Lock (Knox) box entry sYstem form X ~
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391 1 Design spccifications of existing/proposed building X ~
401 1 Structural drawinss with wet stamps & calculations X ~
Sign' re of Coordinato~ Signature of Plan Reviewer
Project No:
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OFFICE OF THE COUNTY ENGINEER
SPOKANE COUNTY, WASHINGTON
Project: ABC Storage Date: 5 Oct 94
Address: 11308 E. Indiana Ref No. B94165
Parcel No: 09543-0644 Review Pre App
The County Engineering Department has completed a review of
the above referenced project. The following information must be
provided in order for us to proceed with our review.
A) For any new hard surface area, for an asphaltic roof, or
a roof containing HVAC machinery, a drainage plan
for the site shall be prepared in compliance with
Spokane County "Guidelines for Stormwater Management". At
a minimum the plan must contain:
1. Drainage calculations for stormwater volumes
generated on site.
2. Calculations for total impervious surfaces
contained within the site.
3. Finished grade elevations for structures to be
constructed on site.
4. Finished grade elevations at the top and bottom of
the 208 swale.
5. A typical cross section of the 208 swale.
6. Calculations to justify the number and type of
drywells proposed.
7. Elevation of drywell inlets where applicable.
8. Copy of the proposed landscape plan.
B) The subject property is affected by the "Findings and
Order" and the "Conditions of Approval" for the following
land use action: Spokane County Zone Change No.
C) The following improvements within adjacent Right of Way
are required prior to the release of a building permit:
1. You must submit road and drainage plans for street
improvements. These must be prepared by an
engineer. Plans must be prepared for the following
streets:
a. Indiana Ave. Typical Roadway Section #1
Local Access Standards.
All required construction (sidewalk/curbing/pavement) within
the Public Road Right of Way is to be completed prior to the
release of a building permit or a financial guaranty in an amount
estimated by the County Engineer to cover the cost of
construction or improvements shall be filed with the County
Engineer. Required plans are to be submitted prior to estimating
the amount of the financial guaranty or permit release.
2. Approach permits must be obtained, after a site
Page 2
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plan has been approved, and before the issuance of
a building permit, from the County Engineering
Department for any new or improved driveway
approaches to the following streets:
a. Indiana Ave.
D) Insufficient information was submitted with the proposal.
We are unable to proceed with our review. We will need
the following before we can proceed:
1. Site Plan.
2. Drainage plan as specified.
3. Other information:
a. A parking and traffic circulation plan shall
be submitted and approved by the Spokane County Engineer. The
design, location and arrangement of parking stalls shall be in
accordance with standard traffic engineering practices. Paving as
required by the County Planning Ordinance, will be required for
any portion of the project which is to be occupied or traveled by
vehicles. It is illegal to back out onto the Right of Way.
E) Utility Condition: Permittee is responsible for arranging
for all necessary utility adjustments or relocation as
required for completion of the improvement.
F) The owner of the property or the authorized
representative must complete and sign Spokane County
Engineers "Agreement to Pay Fees". This document must be
returned to the County Engineers Office. Plan review will
not be completed until this document is executed. This
document is attached to these comments. Please return
the completed Agreement to your contact person at the
Engineers Department.
The applicant or their representative is responsible for
including each item that is marked "Required By This Project" in
their submittal in accordance with the checklist descriptions.
Each item submitted that is to meet the checklist shall be
checked off by the applicant or their representative. Submittals
which do not conform to the above requirements will be returned
for further items with no review being accomplished. This will
prolong the review process. If changes occur in the requirements
for the project because of further conversations with Spokane
County representatives, please attach a note explaining the .
agreed upon change in requirements. VJhen the applicants'
submittal is finally approved, the Engineers department will
release their portion of the Building Permit.
Your contact person at the County Engineering Department is
Paul Lennemann, 456-3600.
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Srrorz.MWATER n.AINAGE REPORrr for
J AZ3C IYYrni-Storage Expansion . Easr 11308 Iadiaria Avenuc SE 1/4 of Section 9, T.25 N., R.44 L. W.M.
Spokane, Washungton
For: .loscpti F. Daley
. October 12, 1994 .
• Report Arepared By:
Sirrlpson E'ngineers, Inc.
North 909 Argonne Road
Spokane, WA 99212
1'RU.IL"CT NO. I3032 F
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TAI3LE OF CQNrj• .1=-rNr1 ~.7 ~C ~C iZ V
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. 9967 SC-. A ~
Drainage Basin Data ~o 1c1
• ~slONAL~
"208" Paad Yolume Calculations I
` ExaIRES 7.
Rational Fonuula Hydrology Calculatians
Capacity of Curb inlet
S.C.S. Soils Map and Description
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. . . . . _ _ . . - ~__..~_~,.~_a~~..~,~_._____s.._H_._ _ .ew .---___.a_ _ _ _ ~ .
. - - - ~ ~r~ ~.~.r.. . ~ ~ 1~ . _ . . . . . . . .y - . ~ . . _ . . . _ . ~ _ - . .
-A rz.
~_p~~ . _ . . - - - - .
. . ~ L....r _._Zs.._. :._..~.__r.~_.......~•O.v.~.r~c~►~~-----____. . a.._
. _ . . . _ . ,.e. a . _ . . ....~w, _.._..,.d_..._._ _ _ _ ~.b... ~.Y o _ d _ .
. .
. t
RATTONAL FORMULA HYDFGLOGY •
DATE = 10/ I1/94 DES I GNER = C 5 I MF'SON BF,S I N A
F'ROJECT NAME = ABC MIIVI STORAGE EXPA(VSIQlV
DESCF' I F'T I ON = ON-S z TE DRA I PJAGE
SUEcAREA 1=.358 ACRLS . 5U&AI;CA 1 RUNOFF C(JEFF I C TEIVT = .9
TO1"AL MREF = .~7. 58 ACRES COMF'OSI"('E RUNUFF CDEFF I C T ENT = .9
CIVERLAIUD FLCIW VALUES
C t = .15
L = 20
N .016
S = . U I
CHAhJ(VLL FLOW VALUES
L - 1 60 -
1 - Z2 _ 1 .
N - .016
B _ C)
s - . 01
1' D = .2
GOMF'UTED VALUCS
DUFt - 5. 00
T 1 t) . 18
~ I r1 Q(~. r~.-~ ci r r'C-. .
Q 1 ci - 1 . 02", _4L
0 A 1 . 0,
. .
. .
BOUJaTRI hJG CALCULAT I ONS
DATE = 10/11/94 DCSIGNER = C 'STMFSON BASIPJ A
F'F;OJECT NAME = APC ('l1IIVI STORAGE EY,F'ANSION
DESCRIF'TION = ON-SITE DRAINAGE .
t t I n-tensi ty G?rJev. V:i n UoLtt Starage
(min. ) (sPC. ) (in. /hr. ) (c.f.s. ) (cu. ffi. ) (cLt. ft. ) (cu. ft. )
5. c.) 1 . 0 i 412 ' 9(--)
1c). C 6C)Cy 44 .72 507 180 _7~7
15.0 9c:10 1.77 .57 571 270 3%G 1
20, n 1200 1. 45 .47 608 ._,b~~ 248
2 1 J() C) 1. t 1 .•_ti 7 6.L..~.J 45) CJ 175
10, 1800 1.04 . 3 4 6" 7 ~4~ ~ 97
Q ~ 1 0 C)
.91 . ~9 646 4)16
40. 0 ~4 C1c7 .82 .26 66 i ..•^_O -.=.~9
45 .-0 2700 . 74 . 24 bcSB Q 1 i i . -14~
1_5 0 , C) ~ C) C) C) . 6B . . bec:) 900 --yL0
,.:Qc_) .64 .21 7(:)2 99U -~88
b0, C) = 600 .61 . 2c) 728 1080 - = 52
6~ . C► y
~,r.)c_1 . 60 .19 767 1 170 -4(-i;;
70. C) 4~0 0 . t=e .19 804 1260 -456
75. Cl L};,f.l~) .56 . I S •.:1 -.Jt /
Qc). C) 48(-') . 5 .17 8•^7 1440 -bC~ 3
E35). C) 15 z (_tC) .52 .17 f363 157,C) -667
,
90.0 54- C) 0 . ~n .16 Bf36 1620 --73- 4
• 95. C► 5700 .49 .16 916 171 C) --794
1 0c), C) b000 .48 . 1. 5 944 1 eoCi -856
THE MAXIMUI'1 STORAGE IS :~2b. b~~Q ;6 CU. FT.
~ The ti me of concentrati on i s S mi nutes.
The Undevel operJ f 1 aw oLIt iS .3 c. f. s.
TEN YEAR 5TOF.'M CALC
7
. . ~
F'tiAT I OIyAL. FOf:MIJLA HYDROLOGY
. ,
DATE = i 0/ 1 1/94 DES IGNEF= CSI MPSOIIJ BE1S I N B
F'FQJCrY NAME = FBC IhIIUI Sl"ORAGk. EXF'AhIfaION
DESCK T F'T I ON = ON--S x TF Df;AI NAGE
SUBARLA 1=..:'5b AChES .'.~UC+AREA 1RUNOFF C(7L1= F T C I IrNT .9
TO"rAL Ar-;Ea = .256 ACRES COMF'US I TE FUIVCIFF CQEFt= T C I ENT = .9
GVERLAIVD FLOW VALUES
Ct = .15
L = 27
IV = .016
S = . 01
CNANIVCL FLOW VALUES
L = 145
Z1 = C-n
Z.2 = 1
N 016
Et
S 01
TD - .l3b
GOMF'Ul"ED VALUES
L7UF - 5.00
I 14.j = -1 a S i ~n ct ~ a r r 2 ,
01c) .73 C? (A ~ .73
Bt7WSTR I NG CALCULAT I ONS
.
UATE = 10/ I 1/ 94 nES r GNER = C S:[ MF'SQN PAS N B
F'ROJEC'T NAME = AEtC M I N I STOFAGL EXPAhJa I ON
DESCF IP7 I ON = Uhl--S T TE DRA T NAGE
t t Intensi ty Glclev. Vi n Uout Storage
(min. ) (sec. ) (in. /hr. ) (c. f. s. ) (cu. ft. ) (cu. ft. ) (cLt. ft. )
5.0 ~ ti c~c:~ 18 . 7~ ~y~ yc~ 205
1C). Q 600 2.24 .52 . ~6 22 180 18?
15. t:► 9i i0 1.77 .41 409 270 139
^C) . C) 1?C~c~ 1, 4~ 4•=~5 "6n 761
i~ . c_► 1500 1.21 .28 447 45~'~ -3
70. c.'~ 1800 1.04 .24 4~6 540 -84
35. 0 2 1nC) . 91. 21 462 6 -168 40. 0 2240 0 .82 .19 47,:, 720 --~47
45 . 2700 .74 .17 478 81 c) 332
50 . 0 3000 .68 .16 486 900 -414
S5. c_) 3.-500 .64 .15 502 99i) --488
60. 0 360 0 .61 . 11N %J^ 0 1080 ; b 0
65. C) 3900 .60 .14 549 1170 -622 1
70. C) 4200 . 58 .13 '575 1260 -685
75.( ) 45( )f_l .56 .13 J8 E) 13 ..~.~(_l -762
80.0 4800 .53 .12 599 1440 -841
05. c'► 5100 .52 . 1~ 617 1530 --91:71
90.0 54•0C.~ .50 .12 634 1620 -986
9115. 0 5700 .49 . 1 1 655 17 1 C) - 10JJ
100. r_) 6000 . 4e . 1 1 6 75 1800 -1 1215
1"HE MA X T MUM STUFAGE I S 204.534144 CU. FT.
k~ The time of concentration is 5 minutes,
The Undevel oped f 1 ow out i s c. f.S.
TEN YEF,R STOhM CALC
. .
RAT T ONAL. FQf;(IULA HYDF;ULOGY
J DEiTE = 1 0/ 1 1/ 94 DE5 I CyNEFi = C: S I M1='SON EtAS I N C & E
F'ROJ ErT NAME = APC M I N I S1"ORAf3k` E XFAIUS I ON
I7ESCR I F'T I ON = ON--S I TE DRA I hIAGC
SURar'EA 1=. .J38 ACF'ES SUBAF;EA 1 hUNUFF COEFF I C IENT = .9
SUB,f=iEf~ ~=.3~ ACRES SUBHf;EF, 2 F:UIVOFF CDEFFY C T EtVT = .9
1"OTAL Ar;EA _ .773 faCRES COMPf7SI TE RlJNQFF CC7EFF I C T ENT = .9
OVERL~ND FL[lW VALUES •
Ct = .15
L 65
IU = . C) 16 .
S . 01
G;HANNEL FLOW VALUES
L = 150
Z 1 = 1 Z 2 = 1
N = . 016
Et C)
s _ . C) 12 l.
l' D = .14
COh1F'U7ED VALUES
DUR = v : 00
1 1 C) - 3.18 Iw o E`,CiS T t•,~ ~ 1~ c.~ l'L. 1_3 ct rrc-- I Dr y, C J II
Q 1 C) ~ 1.271 --@ ~
,
QA ~
>
. . 10
B(]WSTR I luG CALLULAT z UNS
. .
DF,I'E = 10/ 1 1/94 DES I GNEF = C S I MF'SON BAS T N C?t E
F'I;OJECT NAME =AF+L M T IJ I STCIFAGC EXh='AIVSI ON
DESCR I FT T Ohl = ON--S I Tk. DRAT IVAGL
t t I ntensi ty Odev d Vx n Vcaut Stor-age
(min. ) (sec. ) (in. /rir. ) (c:.f.s. ) (cu. ft. ) tcu. ft. > (cu. ft. )
5.0 ~ ;c )0 . 1 fl 2 o~ 1 889 1E3C) 709
1C). O 600 2. 2 4 1. c-56 1094 . 360 734
15. C) 9(:)(-.) 1.77 1.2) ' 1 234 57 40 694
~U . 0 1 ~-''00
. 1.45 1,0 1 1•_1 1.:.720 J 93
, 2 15 . C) 1 ;(-')c:) 1 . ~ 1 .84 1 349 900 449
:30, 0 1800 1.~.~4 .72 17,76 1080 296
3 15 , U 2 1C-) C) .91 .63 1394 126(_) 134
40.0 2400 .82 .57 1 427 1440 -1 ?
45. 2700 .74 1 1443 162 G -177
5 Cy . C) : 000 .68 .47 1467 1800 --3
5 15 . C) 3300 ' .64 . 455 1515 198c:) --465
60. Cj 3600 .61 .42 1517 1 2 160 -589
65 . C) oC) .41 1 657 2340 -68,
70. C) 4200 .58 . ~EO 1736 2 5 2 0 -784
75.0 4500 .56 .319 1777 2700 -922~
E30. Q 4800 .53 .:7 1807 2880 --1073
8 15 . C1 51 00 .52 .36 1 eb4 :_,C36 C1 -1 196
9C). C) 5400 .50 . .5 1914 324~..~ -1 -_"%.26
95. C.) 57(--)(:) .49 . 3- 4 1978 3 4 210 -1442
1OC)o O 6000 .48 ~~.8 3-600 -1562
THF_ 1hAX I MUM STQF'AGE I S 733.974336 CU. FT. .
~C The t i. me of cancentrati on is 5 mi nute5.
l"he UndPVel oped f 1 ow ot_t-k i s .6 c. f. r.
TEN YEAF; STOI;M CALC
. . i!
FZAT I OINIAL FQ{;h'IULA HYDhOLCIGY
. ,
DATE = 1 0/ 1 1/ 94 DES I GIVEF; = C S I MF'SON BAS T iV D
f'ROJ ECT NAME = ABC M I N I I STQF;AGE EX F'AhlSI O!V
DESCR I F'T I ON = UfV--SI TE DRAI NAGE
aUBAC;EA 1=. 28 ACFES SUBAF:EA 1 F;UNQFF C(JEFF I C I ENl" = .9
TOTAL AF;EA = .28 ACRES CqMF'OS I-rE RUhIOFF COEFF X C I ENT = .9
QVERLAhID FLOW VALUES
Ct = .15
L =
IV .016
5 - , i) l
CHF+NNCL FLOW VALUEa '
L = 165
7 I - .'`5
Z1 ~ 1
N - .016
S - .01
TD - .183
.
C01"IF'UTED VALUEa
D U R - 5. c:);_)
110 - 3.18
s I►'Z c~ ~ ~ c~ r r~. ,
a 1 U - . 8 C)
G?A - .81
BQwSl'Fi T NG CALCULAT 1 CIrJS
.
D(~TE = 10/ 1 1/ y4 DES T GC~IER = C S T h'IF'SON EsAS I IV D
F'ROJEGT IVAME = AEtC M I N Y Sl"ORAG1= CXF'AIU ST UN
DCSCR I FT ! QIU = ON--S I°f E Di;'A I IVAGE
t t Iiitens:i ty Gldev. Vi n VOut Storage (min. ) (sec. ) (in. /hr. ) (c.f.s. ) (cu. ft. ) (cLi. f:t. ) (cLt. ft. )
- - y 232
-ra1C~
C) ~ ) C)
i~7 32.22
• (J 1`)•C) 600 2.24 J CJ ~ 7 CJ 1 Q~~ 216
15.0 9(lC) 1,77 447 270 177
2? C) , C) 1?C) 0 1.41j .37 476 3b0 116
^5 . C-) 15(_ii ) 1.21 . ,i ) 488 4JCi 3 8
3-0, 0 18Uc.~ 1.04 .26 498 51E0 -42
i)
2100 .91 .23% 5ci5 6=;c') -142 5
40. 0 2400 .82 .21 517 7^0 --2c'~3
45.0 2700 .74 .19 '5 2 3 B1 C) ---287
SC3. 0 3:6C300 .68 .17 532 9U(.7 -36B
55. C) ? = 0 • .64 .16 5 49 99c► °441
b0. U bC) 0 .61 . 15 5 69 1080 --5 1 1 '
6 5 .C.) = yc_yc:► 0 60 . 1; 600 1 170 -570
70.0 4200 .58 . I,.c.~ 629 1260 -fa=~ 1
75. o 451 ~ ) 0 .56 .14 b44 1350 --70b
BC). C) 48C)(7 .53 .13 655 1440 -7855
SJ. C) ..5 J1U~.~ . Ji ■ 131 675 IJ30 -'e 55
90.0 5y0c.~ .50 693 1 620 -9: 7
95.C> 5700 .49 . 1 L 716 1710 -994
100, 0 6000 .48 .12 7::~8 1800 -1 062
1"HE MAX I P1UM 5T(JF;AGE I S 232.14672 CU. FT.
X~ The t9.me o-f concentra-kion is 5 rriinutes.
The Undevel aped f1 ow oLtt i s c. f.S.
TEN YEAF: STORM CALC
0 Fr'AT I t:IIUAL FORIIULA HYDhOLOGY
DF,TE = 10/ 1 1/ 94 DES I GIVER = Ca T MF'SON BAS I N C
F'ROJECT NAME = ABC M I N I STOFfArC EXF'AIVSI OIV
DESCF' I F'T I 0(V = ON-a I TC DFtA I NAC.~L
SUBAF;EA 1=.538 ACRCS SUBAI;EA 1RUhIOFF CvCFF I C I EfVT = .9
TOTAL AREA = .538 ACRES COMr''QS I TE RUIVOFF CDEFF t C I ENT = .9
OVERLAI'JD FL(]W VALUES
Ct = .15
L = E,5)
IV = .016
s _ . cl 1 .
CHANNEL FLOW VALUES
L - 1 50
Z 1 = 100
ZXL = 1 IV - .016
B c:)
S = .021
TD - . 1 -22
COMF'UTED VAL.UES
DUF = 5. (:)C)
110 - 10 ra p
01c) - 1.54 --a 1 DA - 1.56
.
. • ,+:4.,1 . . ' ' ' (I,
. , .
. . .
D i TGH CALCULAT I CINS ~o r ri 3 reA o a r~..c.,_ T r~m C 11140 ~
. p v n cL
S= 4241666666667 ft / ft
Sc= 3.21403434293E-2 -ft/ft
V= 4.79499488598 fps .
Vc= 2.:9Ci 65 449 C-) C) 7 fps
D= . '731 3b04?7465 ft
pc= .3= 47371 0G48 f t ,
Q= 1.54 c f s
L= 24 ft
n= .035
l't= .08342031 a37b mi n
VEECHANNEL '
L.t SS- b :1 ~
Ft SS= 6 :1 •
' :
~ • ~
I o j ~ e/9~
~
3032,
. d _ _ . ~V.~_~~ ~_--_S__ 1 O Y`~-- --~--.~._~~C .q.:~. S~o.s~ - ._._...~.__...~~.m _ ___~v
• - ~ - - ~ , ~ .
. . p
s S
.1 Zt Q 7 q.,_4
_..Ql~...w=~__ .r._ _14-
_ . _ w • j
~
_ . . _ , o . _ . . M_..M............~_ _ i 1L~. .
. . . . . ~ _ • - . . . . . ~
, . _ - • - , v~~_..._~~., K,.~ . ..r.~ . . , ..o n . L.,<N..._ : .
J I `l r.J 4 ~ ~ 1
. . _ . . . . _ . _ _ ~ , '_...e.... ~ , 4 ea t3
. . - .~.._a..~._.~ _~_Y~ _~..~.a.~_,__S_~C_.sl! ('--~'t .~aiz, .Y:G~. ~ o-~..CA.'C:~,.r, , t.~ ~ ~o___.~..__~__. -
~ t. 3 $
, . _ . . . _ . u _.e_.. . _ ~ . . .,o _._a. . .
11Z .0:. 3
. ~ ? ~ = - , . _ . . . ~ . . _ . . . _ . . . _ .
. , i.~._ ~ . ~ v . . . _ . . . . , _ . , . _ . _ _ . . . . .
_ . ~ 0~ Q ~ ac. . ~4.~ ~t.t~e. _._...__a.... _ . _ , , ~_.a_:.
~ - -t _ . Q . - . ~ ,U _ _ . . . . _ - _ _ . ~ ; ~ ~ ~ ~rd c ~r _,Y~ _ . . . .
. . ____.._z~...,._, . . ~ , ,U. 3 1~.....~.. ~.~atw. T ~`•c,i~ i s QIL p e r: ~!`~n
- l C
_ .v._~ . _ _ . . _,.~~,..:~._a..._n....w.o..~. ~ U.,,Ct t,,. -
L(-
- ~
J
_ . . . . ~ . . . .,_.:,.,_o~..: . _ ~ . . e , . _ . . _ _ . , . _ . . . . _
10-11-1994 10:44AM WEYCO Crapser 1 406 257 1641 S P.01
~ .
II
MEN
275 Corporare Aue. • Sti lle 800 - Kalupelf, Mnniai :a 59901
Offce 906-7.57-652> Hv»re 406-7,55-.38.31
Fux 906-752 5213 Fax 906-756-1495
, F A C s 1 M 1 L L
. S'-o S A "E
• '1'O t ~ ~ 1~1 (1-P Mt, m .
• COMPAN Y
~
FAx No ~~d- Li . Li 7~
FROM s
UA'1'E: - I l - ~ `1' 1 IIL : ~ ~ • ~ CL ~I,1 LULUM.h:N'1'S~ 2 ~ t ~Y~
ME83A(3E :
ORIGINAL M1IILED TIiIS UA'1'E: Yes No 71~
NO. OF PAGES ( zncluding cover Slieet):
SEN'r BY :
J
TIlE tMFQtMATIUI OOMTAIMED 1N TI{iS fAC31M11E 1lFS6UIGE I5 PRIVItEGEU ANU c:tjNrli)E►tr1At AMU tNtEtIuEU cnttl Fcxt tnr:
USE OF 71t£ 1NalV[QW11 Oit QM;ITT KNSED ABWE. IF ZlfE RElWER 0F TIl1S NESSAGE lS HOT 711E 1KICNUEU REC1I'IF.ItT, 1W
ME s1EREaT IWi1FtEo 711Ar AWr oissEAtwtiTtcN, U1S1Ri8i1t1t7M M W'T UF 11113 1:UlUN1U111UH iS SIR1CilT PitUI1It111E11.
IF Ya/ NAHE RECf1YE0 71118 0[j"lYIUFi0Fi IM @RAW, PLEA3E lfllEi2IAIElY HUfIFT US ST IELEPIIUtiE NiU REIURM 111E
AtlGlilAL NE$Sl" TO US At tHE ABQYE ADDitFS6 Vlfl 7tiE U.S. AflSi1LL SEAVICE. ilUW1C TW.
.A
A '
10-11-1994 10:44AM WEYCO Crapser 1 406 257 1641 5 P,02
~ . .
J08EPH F. DALEY
275 Co"oRArf AvE. - SurrE 800 - KAuspFU, MoNrANA 59901
OFFrr,E d06-751-0DII FAx 40E-752•5213 IioME 40b-755-383I FAx 406-756-1495
October 11, 1994
Paul Lennemann
Office of the County Engineet
Spokane County, Washington
SenL via FAX (509) 324-3478
RE: Project: ABC Storage
Address: 11308 East Zndiana
Parcel No.: 09543-0644
Refo No.: 894165
DeaY Paul:
Thanks for zeturning my call Tuesday mo=ning, Octobez 11, 1994.
This letter is to confizm the eoncezn oveZ my undersLanding that I
may be required to pave zndiana Avenue to the west end of my
property, although my ingress and egzess onto Indiana will be
limited to the easL 20 feet, as shown on the plans that weze
submitted. I Lhought z discerned a certain amount of Syrnpdthy from
you under these cizcumstances.
In any event, please considez this lette= a request that the
zequizement fo2 stteet improvements, and it appeais to me that in
this area we aze talking about pavement and curbing, be deemed
, satisfied by our paving and cuzbing Indiana Avenue to the west end
of our planned access into this parcel. west of our property is
one house. Then Indiana dead ends.
I look forwazd to hearing from you.
Very tYUly yours,
oseph F. Daley
JFD/Sb
p.~. I undzi SLauid pa-Layc aljli 8 vt Llie LEleIilU , concerning the zone
-change, is handled; at least at this point you do not need
anything from me. Thanks.
' - I
► ' ,
y •
~ . 1
S P O It A N I7= C C~ U N "I" Y
i ~
OFfICE OF TIIE COUNTY CNCINEER • A DIVlSIQN Of Tf IE I'UUI.IC WOltKS DCI'ARTMENT
Ronald C. Ilorniann, 1'.E_, County Cngineer Dennis M. Scott, I'.C., RU0411W
4C,ED
AGRCrMENT TO PAY rErS ~~T A2 , J1994
ENCINEE[t'S AGREEMCNT NUMI3CR a '
c~ ~ u* Engioeentg
7liis agreement Uetweeii Spokane Cotinty ancf o.S' ^JPti
(n Il Cf5Q11) ~
whose interest in the rroject is lA!'t:.l2, '
. ncr, agcnt, etc.) '
is enterecl into this clay of 19 This agreement is arplicable to the project
. , ,
knawn as:
i~G f t~(.1 NJ ~►~T ~f+~ ~Ct-r t/ a ' bl /Gc~. ~ SDaR~4 c'~.-r 70 .ri~ `V l~N r9 - ~tl~'
throjcciA"ciJrUs'-UrTiticnanic filiftWe-T)
Ttiat tlie inetividuals aild p»rties narnecl Iierein as having aii interesl in the aUove ctescriVecl prorerty or
rroject agrce to the following:
l. Reimburse Srokane Cotinty for rroject review ancl insrection fees as srecifiecl in
Chanter 9.14 of the Srokane County Cocle. Tlie fecs will bc basecl olt actual salary
costs incurrecl hy Spokane County for rroject reviews aricl / or inspections rlus a ten
rercent aclmiiiistrative cliargc, ancl will tie billecl tiionthly as accruecl. Any ftnal
billirig attiounts, to inclucfe any late fees or aiiy otlier exrcnses iricurrecl in (lie
collection of an overclue accaunt rnust be paicl rrior to (lie County's acc;ertance of
(lie projcct for filing.
2. Tlie undersigiiecl tigrees that these fees are clue and payable upon reeeipt of the
tailling as specificcl above.
3. Any invoices not raicl witlii►i 30 cfays of tlte tnvoice clate will Ue subjectecl to a late
fee cliarge of l°Io rer month (12°Io rer year) on tlie unraicl balance of (lie accolint
anci any accrtied late fee cliarges. In aclclition, if any outstanclin6 balance an tlle
account for this project is not raid witliin 30 clays of the iiivoice cfate, no fiirtller
reviews of the rroject clocuments will be concfuctecl until the entire account balance
is raicf. Any halance on the account for this rroject not paic1 witllin 65 cfays of tlle
invoice date may result iri legal action or tlie initation of otltcr callectiori procecfures,
inclucling referral to a collection agency. 7lie 5poiisor will be liable for any arlci all
exrenses inctirrecf hy (lie Courity for the callectiott of overclue accounts.
4. Tlie tnontllly billing sliotilcl bc sctit to tlie attention of: NAMC: 70- s• • ~A L~~
/
AUURLSS: Z7 s- CoR..tv • 4 var
CITY, STATE: K,i4 L/.t ? 147"
ZtP CODE: ~y'o/
PI-10N C#: 7 a` Z-
I unclerstancl that Failure to pay these fees may result in clclay in conirletican or arproval of the project or
otlier rossible sanclions. .
❑ If this fee t-igreemerit is conipleteci by soineone otlier tlian Ilie Sponsor (i.e., (lie
praject owner or a rrinc;iral in (lie firrn sronsoring (lie nroject), sucll as t1le Engineer
cfesigning thc I)rojcct, then written autharization from (lie Sponsnr 5pecircaiiy
n»llioriziitg (lie Abeiit lo execide lliis ree Abreetiietit is att<<checl lo this Fee
Agreement.
S E G N ATU R F By: Qn~~- VaZ4"", ,
v
► ~5,~~1~~ L. ~'~--i
, (PRINT NAME)
,
RETURN YELI,OW Cn['Y 7'O SI''OKt1NC CUUN'!'Y LNGINCERS
k1,pV\agreemcn.fce 8120/93
~ ~ SrQa~
. ,
J
S P O K A T-T E ~ C O UT-4 T Y
OFF7CE OF THE COUNTY ENGWEER A DIVISION OF THE PUBLIC WORKS DEPAR'IMENT
Ronald C. Hormann, P.E., County Engineer Dennis M. Scott, P.E., Director
MINIMUM REQUIREMENTS CHECKLIST
The following is a list of minimum standard items used in reviewing plans for
building permits. Without these minimum requirements the Spokane County
Engineer's Department is not able to perform a review of the project. The
project will be returned to the applicant or held without further review until the
minimum items and this checklist have been submitted.
STANDARD SUBMITTAL REQUIREMENTS
, Required By This Project
, Submitted By The Applicant
Not Applicable To This Project
~ M"00'1:1 0 An a reeme
, , g nt to pay fees must be received before review of the
~
/ plans will continue. It is an agreement befinreen an interested party
Aowner,agent, etc.) and Spokane County to reimburse the County for accrued
cost in reviewing the plans.
~-A ro ertdeed is re uired if the a licant decides to
~ p P Y q pp proceed with
~a Road Improvement District Agreement. This is an agreement to not protest
~ the formation of a Road Improvement District. This document is required in
lieu of makin necessa roadw
g ry ay improvements. A deed is also necessary
if right-of-way is required.
r
ll El North Arrow should appear on the plans.
L~ 2000b ❑ An apProPriate scale is required for the plans.
1026W, f3roadwa}, Ave. • Spokane, INA 99260-0170 •(509) 456-3600 T'f1X: (509) 324-3478 'I'DD: (509) 324-3166
.w ,
A benchmark is required for this project. A benchmark is a physical
~1,~'mark or object used as a reference for elevations. This point must be left
~ undisturbed by construction.
Road names should appear on the plans. _ ❑ D Right of Way dimensions, from centerline of adjacent roads to
property lines shouid appear on the plans.
Property line dimensions of the entire parcei must be shown, not
just the ortion being constructed.
11 L nd required to be set-aside for future acquisition by the County
for futur g t-of-way needs to be shown on the site plan. Required private
208 swale areas must be outside of set-aside area.
❑ 11 Provide contours or sufficient spot elevations to check site grades.
One-percent is the minimum requirement for asphalt pavement slopes on
V^I'liparking lots without special construction requirements by a licensed engineer.
Concrete lots may have lesser slopes but should be greater than or equal to
0.5%. -
2/o All plans submitted to this department are required to have a
professional engineer's stamp or registered architects stamp by state law.
' Architect stamp must include a signature. Professional Engineer stamps
must include the current seal and expiration date as well as signature and
date. Architects may not stamp calculations or designs which exceed simple
208 design procedures.
ZO ❑ All traveled surfaces are required to be paved unless a paving
~ waiver has been granted.
~
A traffic circulation plan is required for this project. This plan may
be incorporated into the site plan unless specifically requested to be
separate.
❑ D'208' Caiculations for the site are required for runoff of asphaltic
surfaces (pavement, roofs, etc.) within the Aquifer Sensitive Area. Show the
- quantity of impervious area, volume required and provided, swale area
required and provided. A total of 3,000 square feet or less of new impervious
~ area includin9 the buildin9, if the roof is asPhaltic, will not be required to 90
to a '208' swale.
VII ❑ o ide o roo
Pr v a c py of f detail sheet or state construction of roof.
Metal roof runoff does not have to go to a swale, while asphaltic or built-up
roof runoff is required to be handled by a swale. If HVAC equipment is
proposed to be located on the roof then the roof area needs to be included
in swale calculations unless the HVAC unit is hydraulically isolated.
~ Provide curb cut calculations and/or inlet calculations as may be
, appropriate.
~ ADDITIONAL REQUIREMENTS FOR SUBMITT'ALS .
❑ ~C ain locations within Spokane CountY require sPecial testin9 to
determi tability of soil for drainage. Provide a detailed soil/site report
from a licensed geotechnical engineer.
Calculations proving the adequate performance of grates, pipes,
~ inlets, ditches, etc. need to be submitted if appficable. All design shall be
done in accordance with Spokane County Guidelines for Stormwater
~ Management (latest edition)
Show typical cross-sections for the required swales. The swales
. must be sodded and side slopes should not be steeper than 2:1 for up to 12"
in depth. For swales with greater depths use 3:1. The top of the swale
~j shou{d be a minimum 4 in. above the drywell lid.
❑ Provide bottom of swale elevations.
i~ Mel[,] El Provide drywell grate elevations.
w w '
r i ♦
1 *0# El ❑
The County requires a Spokane County Type 4 grate and cover
for drywells in 208 swales. Specify on the drawings this type of lid.
This list is not inclusive of all of the requirements needed but instead is the
minimum required to initiate review. Additional submittals and information
;nay be required by conditions of approval, standards, and other agreements
to secure final department approval. Other items that may be required could
include following:
0 V A letter from SCAPCA is required for projects requesting a
paveme t ver. The letter is obtained by this department after a written
request is received from the applicant. A pavement waiver is required when
a portion of a site is not paved when otherwise required to do so. May be
submitted on second submittal if necessary. ~,vI L-44
q~dfblf-Us~e f e. A%c
A 81 a9reement is require~for this Pro1'ect. It is an
agreement between the owners of two or more parcels granting reciprocal se between the properties. Situations that require this agreement include,
~ (but are not limited to), ingress/egress, parkirig or drainage across property
lines. This agreement is a legal document between the parties. For more
information on this agreement contact your land-use attorney. May be
submitted on second. submittal if necessary.
0000E~11
Approach Permits 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
til a site plan is approved.
~
~
A landscaPe Plan is required to ensure there is no conflict with
,
swale area.
~ D 0
~ A bond or some other form of financial surety approved by
Spokane County needs to be submitted for proposals that require
improvements within the adjacent right-of-way. To expedite your request for
a buildin9 permit the CountY has 3 Pre-aP Proved bond formats. If You chose
to use a different format a member of the County's legal staff will have to
review it which will likely result in a delay.
.r•
~ r
101 0 Compiete road and drainage plans for the project which will include
~ a mylar signed by the owner. Y' NoiApA A J o~-
~
This checklist is meant to help expedite the review process by assuring that
minimum items are available. The County welcomes comments concerning
this checklist to assure that it is fulfilling it's purpose helping to make the
review process more efficient. Please direct all comments in writing to,
Director, Development Engineering Services, 1026 West Broadway Avenue,
Spokane, WA, 99260-0170.
; .
; PROV(DE THE FOLLOWENC FOR OUR RE::Ont)o
. . . . . , .
,
- ~ PARCEL NUfVIBER ;
? SGUARE FOOTAGE OF THE FOLLOVJiNG ITEMS s
_ . _ . . , . . - - .
~ PRO?OSEv PAVEfViE~l~' t ~ ~ ;
. PRC?POSED GqAVEL ~ ft z i
~
{ LOT SIZE ft 2 , ; -
D:1wp511bob1permitslminimum.r8
6impson 1;n~ineevs, nc.
~ND CIVIL ENGINEERS LAND SURVEYORS
N. 909 Argonne Road • Spokane, WA 99212
(509) 926-1322 • Fax: 926-1323
TO: -Pcx. cA. ~ L.(LD ne_ w, o_ n r, ~E ct n Co .~n c~ ~ v, e crs
~
SU BJ ECT: kj3 G
DATE: l0i)I 9~ ~
~
P~ ti~ ~ t-A CAts, -LLw sc'--~s CA7 4, Llj, o„ ~
c~ ~
~t rL ~ a 6 1 '~r ~ Y16 ^_1 rt Sa v:
] L ~ ) 1. J
1(~ CL CA I 1 ~ 0 C 7 ~n f~ 9 a Y1 O\ a
~
~
Signed
. ~
i f
S-I,oRMwATER Df'..AINAGE RCPOWr for
! A,I3C 1Vlini-Storage Expansion
. East 1134$ xndiaYia Avenuc SE 1/4 of Section 9, rl'.25 N., R.44 E. W..M..
- Spokane, Washuigton
For: ]oseph F. Daley
October 12, 1994 .
• fteport Prepared By: .
Simpson Engineers, lnc. .
North 909 Argonne Road
Spokane, WA 99212
1']tOj1:C'!' NO. 13032 •
ES~•S/
A~3LL co~vT~~v~rs ~oF wA~
h
D'ia e Basin Data 10 l~19~
~u S 9867
,
"208" Pand Volume Calculations S~oNAL
Rational Fornwla Hydrology Calculatians ~[XPIRES 71171 9 S ~
Capacity of Curb 1aIeC
S.C.S. Soils Map and Description
-
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puletili:ll; S:tCUr:itk•CI
winter uncl spriug.
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See CooUic,te ut end of table.
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. . . . . e._.r.~~.e..__.~_..~s ._e... - _ ~.3 .~3~►-~s~._ ,
. - . .
. , . c ..e. ..4.. _...~~~.1,~..Io;.i.~!~.Ca_ .....,._~._~..~~._~_....r~ .._..~y_~._V..r.~.. . b_,.. - - _ • _
. . _ . . . . _ . _ a_ __....a.. m. n~.._.. . ~ _ ~ _ _ , . - ~ . _ . _ . . . _ _ ~ _ _ . _ . - -
. . - - . , _ _.e..,e.._...-.,,.~~~.._, . - . . . . ,
_ . . ~ _ . ~ .,_o._ . e _ __..~~A~_........._d_..~_... ~...~......_..A __s.~~. ~ . ~ a~ _ . _ . . r.. . .
_ . . T••._.~_ . .rc~o-.~C~M_._. . _ _ . ~ l~ 7 ~i _ . . . _ _ . . . , . . . ~ a . -
. . ~ ~ l D~~ . . . _ . . . . _ . , . ,
. .~s._. _c~.v~.rl~t~..~..... . .
. . ~ - ~ _~.....w~ .___o_._. o~_~y ..~._.~e _.~.~.e~......~e. , . _ ._Pa~~... .
. . n." ~'~.~"Y~~......~>~a ~...o~._r"' ' r~. _ .~..r..~,.. . >...d.......~ . . ~.~.~...r~o - ^ _ ~,~e....~ .~a.»~..~_.._.~....~_,~~ . _
. . . . ..«~..~v -~,~.w«.... .r.......-..~~..~..«•.ti.~_...w..~...-.~.,~..wr~.r~~..~......~< a..«~t-a... cs..~..~~....'. w ....~n~ ..-.~-n.,..r~~.~.. . -
RAT I C11VAL FOKMULA HYDRULOGY D"*"TE = 1 0/ 1 1 I94 IJES I GNEF 5 I MPSUN BAS I hJ A
F'FOJ CGT NAME = ABC M I N I STORAGL E X PAlV SI UN
DCSCR I F'T I OhJ = QN--S I'fE DRA I NAGE
SUEcARf=A 1=.358 ACI;LS SUBAI;rA 1 RUPJCIFF= COEFF I C IENT = .9
TOTAL AREA = .358 AC:hES COMF'dS T"I"E RUfVUF(= COEFF I C I ENT = .9
C1VERLAIVD FLQW VALUES .
Ct = .15
L 22 C)
N . 016
S . 01
CHANPJEL FLOW VpLUES
L = 1 60 .
21 = 25 Z ? 1
N = .016
B - C) .
s _ .01
1' D = .2
COMF'UTED VALUES
DUFI - 5. C►0
I1C) = 731.1a \l yI Be~ r(-(z--
Q 1c) = J. r 0i
~
Q A 1. C_) ,
. . co/
DOI►JcTF; I NG1 CALCULAT I ONS
DATE = 10/11/94 DESIGNER = C SIMFSON BASIhd A
F'F:OJECT NAME = ABC M I N I STORAGE EY,F'ANSI ON
DESCF; I F'T I ON = ON--S I TE DFA I NAGE .
t t In-kensi ty G?dev. V:i n 'Jout Storage
(min. ) lsec. > (in. /hr. ) (c. f. s. ) (cu. ffi. ) (cu. ft. ) (cu. ft. )
5 , c_► ~ 3.00 = . 1 ~f 1 . C►.~ 41 ~ ' 9 c:) _
1c). 0 600 -dL. ^4 .7c^ 507 180 3 27
15. C) 900 1. 77 .;7 571 27~ ~U 1
~C.) , n 122 C, i. 45 .47 608 :60 248
25 . C) 1 1.21 6iJ 4 JC_) I75
~n . n 1 aCC) 1.04 .74 b~ 1 5 4C) 97
c) ~ 1~:~~► .91 . i9 646 670 16
40, c') '42 4c') i ► . Qy .26 661. 720 -59
45. 0 ~7~:~~~ .74 .24 l~cS~3 D 1 c i . -1 4~
50 . '3 r)0 . 68 . 22 680 900 -~`0
CC ^
._.._.c:) i ~ . 64 . ~ 1 7c:)2
99c) -~8A
60 , G 77 6 c') 0 . 6 1 .20 728 1080
5 2
b~ .C) ,yc ii i . 60 .19 767 1 170 -4(=13
7~~. 0 4~~~c=~ . 58 .19 8Cf4 12 bc_r -4~b
75. f) 4J(_1C) .56 .18 f3.'~'.3 1•_JC) - J2 7
pC>, C) 4E300 . 53- .17 831 1440 -603
0 5.~) =Ij I c_) C)
. 5'? .17 B 6:::, 1--667
,
9i Q Sq.C_) Q .50 .16 8fl6 1620 -7~ 4
• 95. c:) 57~ )C.) .49 .16 916 171 C) -794
1OC). c') 6000 .48 . 15 944 1 aoC) -E35 6
' THE MAX IMUM STORAGE IS 326. 6==~:~~ b CU. (=T.
~ The ti me of concentrati on i s J mi nutes.
The Undevel apPd f 1 oW oLIt iS .3 c. f. s.
TEN YEAF; STOFM CAI_C
. ~
F"~~ ~ /
AT I OIUAL_ FQF.IyItJLA HYDI~.OLQGY
. ,
DATE = 1 0/ 1 1/ 94 DCS T GIVCR = C S T MF'SDIV BFaS IN H
F'FOJ ECT NaME = ABC M INI S1'Of;AGE EY, F'AIV51 ON
DESCh T F'T I ON = ON-S T"f C DRA:[ NAGE
SUBARLA 1= ..^:=,6 ACIRCS SUBARCA 1 F:Uh10FF C(7EFF T C I ENT = .9
TC3TAL Af-ZLA = .2~6 ACFES COMr'OS I 7E RUNU1= F COEFFx C I ENT = .9
C1VERLAND FLOW VALUEa Ct = .15
L = 27
IV - .016
S = . 01
CNF,NNEL FLOW VALUES
L = 145) '
7_ 1 = 50 7. 2 = 1
N = . 016
B = c:~
S 01
TD = . 1 _35b
COMF'Ul"ED VALUES
DUF - 5. 00 I1C) - ~.~a18 Sin~' e- ~
u r r 2
Q 1 C) - .73
QA - .73
Et(7WS7RI IVG CALCULAT' I C1Na 8/
. .
DATE = 1(.7 / 1 1/ 94 DES I GNER = C S I MPS01V PAS I N B
PROJ ECT NAME = ABC h'I I IV ISTORAGC E XF'AIVa I ON
DESCR I Fl' I ON = Uhi-S I 7E DRA I NAGE
. t •t I ntensi ty Qdev. • Vi n VaLit 5torage
(min. ) (sec. ) (in. /hr-. ) (c.•f.s. ) (cu. ft. ) (cu. ft. ) (cU. -ft. )
~.C) ~K 30C.) -4. 1~3 .73 .2 95 c 1 205
1 C) . C) 600 22. 24 .52 3-62 1E30 182
15. C) 900 1.77 .41 409 27C-) 1L9
2:10. C) 1200 1. 4~j .33 4•5 560 75
25. c_i 1 500 1.21 .23 447 4115. 0 -3
,--,%O. o 1800 1.04 .24 456 540 -84
35.C1 i 1 Cl i_) .91 ..^z 1 46i 63 t7 -16 d 40. C) 2400 .82 .19 473, 720 -~47
45. C) 21700 .74 .17 478 810 3•~4
50. C) 3000 . 6 F3 .16 486 90c) -414
JJ . i ) ;:,•=~C) 0 .64 .15 502 990 --488
60.0 3600 .61 . 14 '5) 2 Q 1 OBC) -560
6 11--1 . c:) 3900 . 60 .14 =049 1 170 -622 1
70. C) 4200 . 58 . 1•71 5575 1260 -685
75. c') 4 j t_) C► .56 .13 588 13 C-7) i i -762
80.0 48c.~G .53 .12 599 1444 -841
85.0 5 1~~C~ .12 617 1530 -91zl
90.0 540c.~ .50 .12 634 16220 -986
95.0 5700 .49 , 1 1 655 1710 -1 055
1 OC). C) 6C_)00 .48 , 1 1 b7=0 1800 -1 1 2S
1"HE MAX TMUM STCJRAGE IS 204. 534144 C:IJ. FT.
~ Thc ti me of conc:entrati on i s 5 minutes.
7he Undevel oped f1 ow oLtt i s .3 c. f. s.
TEhJ YEAFc S1"UkM CALC
. . 9~
RAT I ONAL F ORh'IULA HYDI"-iULOGY
. . ,
DATE = 10/ 1 1/ 94 DESIGhiER = C S T MF'SON BAS I N C E
F'ROJ ECT NAME = ABC M I N I S1"ORAG1= EX FAhlS T OIV
DESCF I F'T I ON = ON-S I TE DRA I lVAGE
SUBAREA 1= .530 FiCRLS SUBAREA 1 hUNOFF COLFF I C T ENT = .9
SUBAREA 2 _.235 ACRCS SUBAREA y F;UhJQFF COEFF T C T ENT = .9
TUTAL AREA = .773 ACFES COMF'0SI TE hIJIVOF 1= Gf7L1= F I C I ENT = .9
UVERLAND C-"LOW VALUES
ct = .15
L - 65
N = . 016
S = .01
C:HANNLL F LOW VALUES
L = 150
Z 1 = 1 t) 0
z2 = i
N = . C► 16
B = 0
s - . 021
-
TD = .14
COr1F'UTEn UALUES
DUF; - 5: 00
I 1c1 3.18 ~f.✓ O E\C t S+1'''%Ct C 1✓1 g Y~4wC!1 f
010 1_..~ 2 ! i
QA 2.25
' Id
Bl7WSTR T IVG CALCULAT I CIIVS
. . .
DATE = 1 0/ 1 1/94 DEST CNEl;' 5:[ r'1F'SON BAS T hJ C Q< E
FRUJECT NAME = AEtC MIlUI STORAGL EXF'ANaIO1V
DESCRI F'T I ON = OIV-a I TE DRA T IVAGC
t t Intensity C?deva V:in Vcru-k Storage
(min. ) (sec. ) (in. /hr. ) (cw-Ftis. ) (cu. ft. ) (cu. ft. ) (cu. ft. )
5. t) ~k 300 1a 2.~ 1 flt39 l 8C) 709
1 C). C) 600 2.24 1.56 1094 . 360 73% 4
1 5.C) 9(-)C) 1.77 1.23 1 234 r15 4 0 694
210.0 1200 1.45 1.01 1313 720 5 93
,
2 15 . C) 1 5t )0 i. . 2L 1 . 84 1 349 900 449
30, 0 1800 1.04 .72 1376 1080 296
C)
2 1 QQ .91 . l~~7, 1 :7194 126C ~ 134
40.0 2400 . 82:1 .57 1427 144~.~ -1 3
45.C.) 2700 .74 .51 1443 1620 --177
~t) , C) :000 .68 .47 1467 1800
55 . ~ :'c_) C) ' .64 .45 1515 198t) -465
50. 0 Z600 .61 .42 1 ~71 16 0 -~89
6 5 . C~ 39C.)0 .60 .41 1 657 ~ ~40 -6 873
70, C) 4200 4 58 . <<C) 1736 -784
75.0 45 C) C) .56 . 39 1 777 2700 --91d2 ,
80. 0 4000 .53 .37 1 H07 28O0 -1073,
85. c:) . 5 100 .52 .36 1 864 3% C) 6 0 --1 196
9c). C) 5400 .50 .•,.5 1914 ::~2 LE~.0 -1::~~6
9~ . c_~ 57~ .49 .34 197~3 ~4~c:~ -1442
1 ti0a C) 6000 .48 .33 1-cl ,TI 8 3600 -1 562
THE MAX II`1UM S7ClF,'AGE I S 733.974336 CU. rl'. .
~ The ti. me af concentrati on is 5 mi nutFs.
l"he Undevel oped f 1 ow ot_t•k i s . h c. f.s.
TEN YEF,R STO{;M CALC
R"fl7 I t]NAL_ FOhI'IULA HYDROLQGY
. r . .
UATE = 10/11/94 DESIGNER = CSIMFSON BASIN D
F'FOJECT NAME = ABC M I N I I STORAUE E XF'ANa I OIV
DESCh I F'T I ON = UhJ-5 I TE DRA i NAGE
SUBARCA 1=. i~3 AC~;ES SUL~F~RCA 1 FUNOf F COEFF T C I ENl" - .9
TOTF`-~L F,F:EA = .28 ACRES COMF'OS I TE FUNOFF COEFF T C TEIV"f = .9
OVERLAIyD FLOW VALUES
Gt = . 15 L = ~
N = .016
S = . 01
CHANNEL FLOW VHLIJES '
L = 1 65
Z1 - 25
Zt = 1
N - .016
Et i )
S = .01
TD = . 183 .
COMF'UTED VALUES
DIJF( 5. 00
110 - 3.18 S I►'~ c~ I~ ~J cr r rc-- ~
Q 1 C) - . 8 i=)
Q A B 1 ~
Bt7UJS1'RI hJG CALCULAT T QNS
.
DATE = 1 c.~ / 1 1/ 94 DES I rPJER = C S I I'1F'SON HAS I N D
I::'ROJELT NAME = ABC M I IV ISl"OFtAGE EXF'ANST Clh!
DESGR I NT T dN = ON-S I TL - DRH T IVAGE
t t Iiiten5ity Qdev. Vin VOut Storage (min. ) (sEC. ) (in. /hr. ) (caf.s. ) (eu. ft. ) (cLt. ft. ) (eu. ft. )
y i Q r'r 1~..,
w/ • ~ T ~ ~ ~ •.a • 1 G .80 ~...~1..i 90 i
1 C). G b00 2.224 . 56 _96 18C) 216
15. C) 7~~~~ ) 1•77 r"T J 447 270 1/ 7
20• C) 1i... 00 1w45 r3I 476 360 116
i 5r C) 1 l_~ 1• 1 • L~ "1 C) 4 5 0 ~ 1~!
-rC). 0 1800 1.04 .2b 498 540 -42
•=~5. C) 21~=►~:3 .91 .23 6_C) --1~~
40. 0 2400 . 82 .21 517 7. 0 -2? 0 ,
45. { s 27(-.)t) .74 .19 512 3 81 C) --287
50. 0 31000 .68 .17 532 90c.7 -ti.bB
55. C) 3= 00 ' .64 .16 '5) 45' 99c) --441
60.0 3b00 .61 .15 569 1080 -51 1 '
65. i) ;y(:)() . 60 .15 600 1170 --570
7C1. C) 42~f~~ . ~8 . 1 ~ 629 1260 --hL 1
75. . 4500 .56 .14 644 I ~ 5 C) --706
BC)r C) `I'80V • J..? . 1 3- 65 5 1440 -765
SJ . L) ~.~J 1C) C) • J2 • 13, 675 1 JJ0 -855
90. G 5400 .50 • . 1::, b93 1 620 -927
95.(_) 570C-) .49 .12 716 1710 -994
100. 0 6 000 .48 .12 73-8 1800 -1 C) 62'
l"HE MAXTMUM STO(;AGE IS 23-2. 14672 CU. FT.
~ TI-ie t i. me o•f concentrati. on i s : mi nutes.
l"he Ui icievel oppd f 1 ow oL►t i s .3 Co f. 5.
TEN YF_AF STQRM CALC
RAT T f]IUAL FOhMULA HYDl;OLUGY
• .
DHI-E = 1 U/ I 1/ 94 DEs rGNER = cSr MF'SoN BAS I N c
F'ROJ ECT NAME =ABC M I N T STQRAGC L_ XPANS I OrJ
DESCF' I Pl- I C7N = ON-a I TC DFiA INAGC
SUBAREA 1=. 538 AClhEci SUBAhEA 1 r'UNOFF C(7EFF 1 C T ENT = .9
TOTAL AFZEA = .~:8 AC~'CS COh1F'QS I TE FUIVOFF COEFF T C T ENT = .9
OVEF;LAIVD FL(]W VAL_UCS
Ct = .15 L F) i
hl .016
•
S - . 01 -
CNANIULL F LOW VALUES
L = 15 C)
Z 1 = 100
z~ = i
hl - .n16
B c_)
S = . 021
-
.1.c_ c:
COMPUTED VALUES
DUR
I 1 o _ 18 ~or 1_'c!►~ Q _ Y' Y~
010 1 . 54 ; - , .
QA = 1.56 .
. . , . . : . i~
D I 7CH GALCULAT I ONS '1"o r I''i p YCA -j a Y'c'c..~ ~YOm C I/~ ~cl C'.,Xl S,►~
t ~
pvnci
. ?~41 b66b66667 ft / ft Sc = 3. 21 4U7,4342y3E-2 f t / f t
V= 4. 79499488598 f p s , .
Vc= 2. 2906t-5449007 f ps D= .231360437465 f t
Uc= . 3347371 Ua48 f t
Q= 1.54 cf s
L= 24 f t
~
n = . C~.:~5 1"t= .083420318376 mi n
VEECHANIVEL '
Lt SS= 6 :1 Rt SS= 6 :1 -
~ • .
~•r+/ ~ y t b 'J. ~ ~
I o ~ I
Z~_-----
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. ~ P
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ADDRES S :
OWNER: j oseloX D-4 PHONE: S/o6 - aS3- oW -F
~~~i • 7 90~
ADDRES S : a 25 4nr~~n4r<.,, Ld 47 h'ioso* lu/,*
BUSINESS NAME:
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CONTACT: PHONE:aaF- >>,3- oi 43
ADDRES S :
LEGAL DESCRIPTION: G
P,ARCEL NUMBER:
DETAILED PROJECT DESCRIPTION:
04
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