Montgomery E 10310 Wareshouse Addidtion - Global Equipment
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Proj eet Ftitl 6 Nomber . ~fl'~4,1-fgee~2,
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SpQnsor ws Name 044
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tnginser/Sijrveyoa's Name ,he155k7•0`'
Telephane C#/""
°Date 3abm3tted Description Ind ials
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Spokane County
DepartmenC of Building & Safety
JAMES L MANSON, DIRECTOR
, , . EI~TER OF TRANSMl1`TAL
DATE : ~j L TO : Air Pollution Control Tltilities Department
_LZEngineer' s Of f ice City of Spokane
Environmental Health Fire District No.
Planning Department Liberty Lake Sewer District
RE : ADDRESS : '
OWNER/APPLICANT: 61.013AL C-QaLp ~~ll~&T
7
PARCEL NUMBER: 0&2yj- PROJECT NUMBER: 9Q6-
PROJECT DESCRIPTION: e WAt2jENe1.LS~ ~l q1~ so,
n NOTICE OF PRE-APPLICATION CONFLRENCE:
U An initial review for the described proposal has been sched-
uled for at a.m. in the Buildinq and
Safety Conference Room. Attached is a preliminary site plan
for your review.
n NOTICE OF PRE-CONSTRIICTION CONFERBNC$:
L--J A formal review for the described proposal has been scheduled -t
for - q at a.m. in the Building and
Safety Conference Roorn. Attached is a copy of the permit
application, along with the site development plans for your
review.
Should you find that additional information is needed in order to
present your findings at the conference, please contact our office.
reVIS$D SITE PLAN ATTACHED:
U As required at the Conference for the above
proposal, attached is the revised site plan dated
Should there be further revisions necessary, or if your
portion of the permit is ready to be released, let us know as
soon as possible after contactinq the applicant in order that
we might keep informed of the status of the project.
n M$ETING TO BS RESCHEDIIL$D:
u Please be advised that the Conference date for the above pro-
posal has been changed from at a.m.
to at a.m.
n OTHER:
U
WFST 1303 BBOADWAY ~ SAOKANE. WASHAI(3TON 99260 0 0050 ~ TELEPHONE (509) 456-3675
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SPOKANE COUNTY DEPARTMENT OF BUILDING AND SAFETY
W. 1309 BROADWAY AVENUE
SPOKANEr WASHINQTON 99280
(608) 456-9675
1 ewtly titat 1 have examtned this pennit an that ths Intor+netlan contalned In (t and submltted by rne or my epent to compile eaid perntit le true and comeCt ln
additlon, I have rond enO unders3end the 1 PEC ION REOUIREM8NT8/NOTICE provialons tnoluded herein and spreeto complywith eama All provlaloRa of laws
and ordinanas Qovemlnp Mta type of ?;&n wltl b c.ompt A~her speclfted hereln or not I understand that the fesuanae ot thte pemik and anyeubsequent
Ir~apeotion approvNs o► Certlfica~s qupan ahall be co~ to give authorky to vlolete or cancel tRe provlelane of any state or bcal lew repulatln8
conehucdon, ot as a waRanry ot con ce th4f ln s of ny etate cr foaal lawe repulatlng conatructfon
81GNATURE O~F ~ APPLICATION IIA OWNER OR:~OE~y1 j ~ 4ATF
F'RoJccT NuMBcrt~ 09003057 nnYC = 08e2ef89 Pncc= 01
AF'F'LICATxCIN
Af'F`LxCATIGN mxxtt-x*xxx)Fxutf***uxnlcnac*~c*xtt~*-x
SxTE STREET= 10310 CMONTGOMERY AVC PARCEL4= 08541-9062
ADDRESS= SF'CJKANE WA 992714
I°'L:RMI T llSE= WAREHOUSE ADn I T S ClN 14360 SQ.F1 .
h'LAT A= 999999 F'l.. n T NAiKE- R(1NGE
B,_ OCK = LpT~ ZpNE= R] DISTb = E.
AREra. 1-in i WIraTH= ~63 nEPrH= 600 Riw= 50
~ Or BLDGS= I Dw~LLxNGS=
QWNERx Gl_OBAI_ EPI.IIF'MFNT, TNC PI-lONL= 509 924 9496
,ST RCLT= 10310 C. MtlNTGOME('tY AVE:
A DD R E u"S= SPOK ftNC= W~ 99. 06
CONTACT NhME= S'K TS' I I7 ~SQNG C'llClNL- NUMI~ER-x ~">()9 92-4 91?6
Bll rL.D ING SE T'EiACKS" I"f<pNT ~ EXIS LEF"1- 40 RIGIMf~ ~ NA Rl:(1Rm NA
RCVIEW INFC+RMAT]'[)N -xu~~~uxg***Xxx-xxxxxx:()F~XX.Xtt
DATE
lDElp'ARTMENT NAME ~EVlEW CClMMrNT~ IN/OUT INITIAl...S
BUIL_DING & SAFF7Y F'L.AN REVIEW REQUxRED 8908218 SDW ~
_ _ µ _ _ . _ _ . , _A _ .M . m _ _ o_ _ . _
E{l.J] LU] PJG R SAI-C7'Y ENL"- hGY PLAN I;FV] EW RFQl11RCD 8 9 0 8 1218 SDM
COIJNTY E:NGINEER S[TE DRnINncrF TQ BE I~EVIF 4dLd 8908:.'8 ,S"DM
EiylVlfiOislMENTAt,.. MFAL7'H ].NLkENlSE IN L.GT CUVERAGE 890828 SDI-I
COUNTY F'LANNING SI1'E PI_iIT~ RE11IEW REQLlIRED 8908128 SD(-I
F-xRL DxsTFxrI r= 7~E FLOw 7~ DE rtEVYc WcD 890028 s~DFi
SPOKANE COUOIITY DEPAcDiTMONT O~~ 8U1 jLDING ANO SAFETY
W.1S09 BqOA01NAY AVENUE
9POKANEs WASMINGTON 88280
(sos) ase-ssTs
~ I certty tAat t have sxam(ned thb permtt and etete that the tntormaUon aoMeined In it and auDmitted by me or my egentto oomplle aald permlt Istniednd oorrecl. in
addltton, 1 heve resd ana underotand tha IN8RECTION RECUIREMENT8/NOTICE provbions tncluded herein and egreetoootrtply wltA sane. All proWstons oliswe
end ordinanaea govemfng thb type of work wttl be comptted whA whether specified hoetn or not I undwstand that ths taauanoe of thia permlt and any wbeequant
Inapectton approvala or Certiffas of Oaoupanay ehell not be oonatrued to phra suthority to vlolate or cancel Meprov Islons of e~ny stats ot loael ~w fepulatlnp
aonetnratlon. or aa a wn►ranty ot conformence with the pro+rlatane of ar~y state or local taws ~uteiinp coneVudion
SIaNATURE OF APPLICATION
OWNER OR AQENT F)ATF
~~~~JEc rNu~~ER= 89003057 DAFE= 08/: $f$9 PArE- o:_>
Ar-'r'L7 C-ATz Ow
PU CI-DING F'ERM.[T
CiJNTRAG7ElR=» OWNER F'WQNE-
NCW== RkMODEL. ° ADDITICIN= X CFIANGC OF USE=
DWCL.L UNTTS--= QCcUr', L.D" BLDG HCYT= 25 .S'TaRiES= 1
BLDG WX D= 12-0 X 113 SQ f" r= 14360
REQ f'ARK ING= 1HANDrCAF'= .SEWER= N 1-IYU~'~ANT=
AESCRCF'T lAN GhOUF' TYN'1=. SQ F T VALUATIQN
_ . w w _ .r. ~ r.. _ _ _ _
W1^111~IAWUSG:. L4 °2 1!~ 14360 ~~.."Y41 420 w 0V
IrEM DEscRx r'r IaN QunNTIrY lmt-L 7tIOuNY
C4MMERC xAL VAL.UA7 T QN Y 1147.00
PL.AN N~EVxEW l=EE Y 743.5.5 ,
.S'lA1 E SURCIiARLtE Y 4.50
ENERCY SURCIAARGE Y 15.00
cauNTY surticFIAhGE Y ~ 83. 5^
P(1YMENT .SUMMARY XXxa()cuaFnnxnnuu*]*uuxxuxx)exatux
PAYMENT DATC F'~;CCC T F'T; f'AYME'NY AMOUNT
VCJ/ w~.~Q/87 379T 745.55
TOTAL DIJE= 1350.4111" YOTAL PAID 715.55
F'C RMIT TYF`E FEE AM[1UNT AMC)l1NT 1='AI I3 AMClUNT OW ING
T{UxLDING PERMxT ?495.57 745.55 1350.02
2. 0 9 5a 5? 745.55 1350. U""'
I'R(1G:ESSEll BY S'7'EVE IInI.YK
PRINIED EtY SIEVE wIULYK
TFIANK YOU x~~cu~Fxaca~tt~c~~c~c~c~~xx~x~~c~c~ctt~ua~~~c~~~rt
~HOND ~ E8T I MATE • .
------------------------------------------------i~----+---------------------...-.r-_-..._
`PROJECT E 10310 Montgomery NAME J S1ms DATE 06-Sep-89
DRAINAGE ITEMS UNITS QUANITY FRICE COST
1) Dr ywel l - Type A EA 1 1250.00 1250.00
2) Drywel 1- Type P EA 1450. 00 0.00
3) Grate - Type 1 EA 310.00 0.00
4) Gr ate Type 2 EF1 330.00 0.00
5) Grate - Type 3 EA 1 320.00 120. pa
ba Pac k f i 11 Far DW CY 30 11.25 337.50
7> Con r_ ret e I n 1 et EA 575 . 04 0.00
8) C. M. Pipe 10" Dia. LF 12.00 0.00
9) C.M. Pipe 12" Dza. LF 16.54 0.00
10) C. M. Pipe 15" Dia. LF 18.00 0.00
11) C. M. Pipe 18" Dia. LF 21.00 0.00
12) Precast Manhale EA 1435.00 0.00
13) Sal id 1 isd EA 340.04 0.00
14) Ditch Er.cavat ic+n GY 8.50 0.00
15) Sod SF 0.50 0.00
NON STAWDARD DRAINAGE ITEMS
i) 0.00
2) 0.00
3) 0.00
4> 0.00
5) ~ 4.00
b) 0.00
DRA I NAGE SUBTOTAL 1587.50
1 b) Manument s EA 140.00 0.00
17> Barrscade LF 32.00 4.00
18) St r eet, Signs EA 75.00 0.06
OTHER SUBTOTAL 0.00
GRAD I NG, SURFAC`I NG, CURB, , ANp S I DEWALiC
~ 19) Rough Gr ade CY 56.9 8.50 483.65
20) Tap Cat..tr se CY 14.2 10.60 150.52
215 Base Cour se CY 10.60 0.00
22) Asphal t Cancrete Tans 38.9 40.00 1556.00
23) Cur b Type A LF 172 5.60 963.20
24> Cur,b Type B LF 7.10 0.00
25) Gur b Type R LF 6.50 0.00
26) 5idewal k 8Q YD 105.1 14.00 1471.40
NOIV-STANDARD ROAD I TEhtS
11 0.00
2> 0.00
3) 0.00
4> 0.00
ORADINO AND SURFACING 4624.77
tA-&Q /0 sae.oa
GPAND TO7AL 6212.27
3 20 ,go'° ,
~ fj t . 2-7
STREET QUAiVTI Tr! ES =
.
PROJECT iVO. - DESIGNER- JS DATE- 9/ 6189
PROJEGT DESGR I FT ION- Bu Y 1 dinq P'er mit E1031,0 Mont gomer y
~ STREET # 1
NAME- MONT<GOMERY DR Y VE LENGTH- 172.00 FT. W I DTH- 8. 00
FT.
LEGINNING 8TATION ~ 12582.50 ENDINQ STA7ION = 12754,.50
ONE BIDE ONLY PWYDTH= 22.00 EWIDTH= 14.00 QWIDTH= 0.00
TEkM # 1 : TAPER TAPER LENGTH = 20.00
TERM #2 : TAPER TAPER LENGTH = 20.00
ITEM MEASUREMENT OUANTITY
SURFACE AREA- 1536.00 S. F.
ROADWFIY EXtAVATION 1.00 FT,. 56.9 G.Y.
CRUSHED SURFACINQ TOP COURSE 0.25 F7. 14.2 G. Y.
' CRUSHED SU!?FACZNG BASE COURSE 0.00 FT. 0.4 C.Y.
ASPHALT CONCfcETE 0.33 FT. 38.9 TONS
CURB,TYPE A EX'TSTING 0.00 FT. F'ROROSED 172.0 FT,
5I DEWALlC E X I ST I NG 0.00 S. Y. PROPOSED, 105.1 S. Y.
TOTALS
F?OADWAY EX GAVAT x QN 56. g,C. Y.
CRUSHED SURFACING TOP COURSE 14.2 C.Y.
CRUSHED 3URFACING BASE COURSE 0.0 C.Y.
ASPHALT CQNCRCTE 38.9 TON3
CURB TYPE A 172.0 FT.
SIDEWALk 105.1 S.Y.
. ,
RAT I O1VAL FORMULA HYDF;QLUGY
DATE = 9/6/89 DESIGNER = D. H. C. BF3ST1'J STREET
PROJECT NAME = GLQBAL EQU I FMEIVT #12185
UESCR I PT I ON = MOIVTGOhfIE(;Y DRI VE, STH. 125+82 Tu 127+54
SUBAREA 1=.11 ACRES SUBaREA 1 RUIWGFF CCIEFF 1 C I ENT = .9
TOTAL AREA = .11 ACRES COMPOS I TE FUNCIFF GOE1= F= I C I ENT = .9
OVERLAND FLOW VpLUES
Ct = .15
~
L _ •-.2
N = .016
s _ .02
CHANNEL FLOW VALUES
L = 172
Z1 = 44
Z~ _ .172
N = .Olb
H = 0
s = .008
TD = .109
COMRUTED VALUES
DUR = 5.00
Ila = 3018
010 - 1 5~T S 1 N G~.E R AF- KE'L L^7 ~LL h4T fi v'i'Te!~lA N~
OA oF (s,AM oN 12.S + s~,
.
f • ' FAT I O14aL FORMULA HYDFOLOGY
BATE = 9/ 6/ 89 DESI GNER = D .M .C. E<A3 I N A (PARKI NG RFEA)
PROJ LCT iVAit1E = GLOEtAL LQU I P'MEIUT #y i1gS
DESGRI FT T 0N = MOPJTGOMERY UF I VE, STA. 1 c5+82- T'(] 127-+-54
SURHREA i=. 142- ACf;ES SUBAFEA 1RUNDFF COCFF 1 C I CIVT = .9
5UBAREA 2_.01 6 ACkES SUBAREA 2 FUNOFF COEFF-I CI EfJT = .15
TOTAL AREA = .158 ACr'Ec CDMPOSI TE RUtVGFF COE1= F TCI CfdT = . 8: 405Qia32911
OVERLAND FLOW VALUES
Ct = .15
L = 155
IV = .016
5 = .008
CNANt'+1EL FLL]W VALUCS
L = O
TD = 0
COMF'UTED VALUES
DUR = 5.00
I1Q = 3.18
Qto - .41
QA ~ 0.00
i~
bOWSTRING GALCULATIOIdS
d
I7ATE = 9/6/89 DESIGIqER = D. H. C. BASIN A(F'ARF;ING APEA)
PFOJECT PJAME = GLOBAL EDU I F'MENT # 12185
DESCR IF'TI ON = NiCINTGOh'IEFiY DRI VE, STA. 125+82 TO 1-27+54
t t I ntensi ty Qdev. Vx n Vuut Storage
(m1n.) (sec.) (in.lhr.) (c.f.s.) (cu. ft.) tcu. ft.3 (cu. ft.)
5.0 ~ `~jCf Z.. 18 .41 l b"D 9c) 76
1C~. U 6UCy ?4 . ~9 18ta -~j
15.0 900 1.77 . 2= :?1 27C) --JS
2. 0 . 0 1 ~0 0 1. 4~j .19 ~46 = b0 -11 4
25• V 1500 1.21 .16 .~J2 450 - 198
o.!`' • 0 1 8VO 1.04 .14 LJ[7 5`t~~ -
~~L.
75• C1 C. 1 C1 l_I ` .91 • ~ s. i b 1 67> C_1 ^ ti.? O -7
40.0 240e1 .82 • 1 1 ~67 72 V "4%+'
45s 0 2 7Cj 0 .74 .10 270 810 -54%_1
50.0 3000 .68 .09 ?75 500 -625
55.0 33; iC) .64 .08 ^87, 99C.► - ~'0 7
60.0 34 6 0 O .61 .08 294 1080 -786
65.0 3900 . 60 .08 = 1 C) 1170 --860
70 . 0 4 ~4~ . ~8 . C~8 -25 1 "60 -9Z5
75. 0 4500 . 56 . 07 ' 1 _ 5 C) ' -1 0i 7
80•0 400L, r 536 r07 1 J8 1440 -1 10L.
(3..! ■ V 5100 ■ ~ .4)7 ti 4 n7 Z ..1 atj - 1 18 1
90.0 5400 .50 • 0/ ti. 58 1 lJ 2.0 - 12627
95.0 ..~~70 t:1 .49 .06 7-70 1710 -1 30 4 0
100.0 6000 .413 .06 ---81 11300 -1419
THE MA X I I"fUM S70FiAGE I S : b. 442472' CU o FT. ~o+J l~i r'~V GL. C u F7',
~ The ti me o-r concentratian i s 5 mi nutes.
The Undevel oped f 1 ow out i s . L c. f. s. vsE EX('T7
TCN 'fEAF STOF,M CALC
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1749
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(4~1(0~ o•y~ ~IZ =249
G F f~~a p
Po~~ ~I ti~ _ 114o ~4) _ 7 04 5.F
?o 5~, = ~ 52 G F. PRov.~ D E'D
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J08 NAME - 0 612..1.i JOB,# 13 O57 _
LOCATION ~DIsJ !TZXQ LA GR.Y SNEET _ _ OF
BY
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'CLARENCE E. SIMPSON ENQINEEIRS, INC.
f CIVIL ENGINEERS AND LAND SURVeYORS
N. 909 Argonne Road
Spokane, Washington 99212
Telephone: 926-1322
Fax: 926-1323
TO•
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Si~o1~N~ G~ou►~~ ~~~t N~~
SUBJEET: 6LORkt+ 0qU1PmetsyT
DATE: ~p'r ~ I 9 83
A-t-rAc4460 t,,v% a PRtNT QF e up. s mevrPu~N - PkFtLE
f:'02 GLa&AL E~Q.v lP I+I~rT j E.1~31 O Moa1T'-~ e M.E~-ti ~t2.v~~ _
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Signed__J~OvG CH2IMIZcsl-J
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Spofcane County Engineers Projert:
N. 81t Jetferson 455-3500 Job ko.s
Spokane, WA 99241 Di'sc.No.:
file Nase:
-====.._:..a-======-========~========-==== '============_===============aa=r~~-' =----=-=---==-~='--~-a=a =
TYPICAl. SECTION DATA 06-Sep-09
Roadvay halt yidth ENTER--> 12 08:17 AN
Road Name ENTER--> Montgomery E10310
left or Right Q1TER-->
Curb Type TYPE A COUIdTY
Station Interval ENTER--> 75
--~:w_.~--- -«~~o - a~r___~
- -a~ra~ r:~ ~~~sa~_.._~-
MIHIMUN MAXINUM
Curb EL. CUrb EL. Edge Pave.
CENTER X SLOPE EbSE OIST. X SIOPE E06E DIBT FROP! (-4.51 (-22 to 6utter
IIIdF CENTER- PAVEPiENT C/l TO C/L TD PAVEMEbT ED6f PV19T. froa E!P } fROM E/P +SELECT- Design Top Curb
STAT10N Et.EVATIOid IINE ELEUATI0N E/P E06E PAVE x SLOPf TO CURB CURB NGt) CURB H6T) ED ELEV B 6RAOE % 6rade
11675.00 67.69 b7.31 14.30 -2.66 0.00 7.70 67.4 67.b6 •880.65
12100.00 67.86 0.68 '67.44 14.34 -2.94 0.52 7.70 b7.59 b7.79 b7.61 -4.14 270.44
' +2102.50 61.90 1.b0 57,46 14.30 -3.08 0.80 1.10 67.51 67.81 b7.63 -4.29 0.80
12725.04 b1.99 0.52 67.61 14.40 -1.64 0.68 7.60 67.17 57.9b 61.81 -3.95 0.80
11750.00 58.09 0.40 67.84 14.40 -1.74 0.92 1.60 68.00 58.19 68.40 -4.47 0.7b
12775.00 68.23 0.56 69.04 14.40 -1.32 0.80` 1.60 6B.20 66.39 68.20 -4.47 0.80
12800.00 68.39 0.54 60.20 14.30 -1.33 0.54 7.70 b8.35 69.55 68.39 -4.03 0:1b
12825.00 68.57 0,.72 68.30 14.30 -1.89 4.40 7.70 68.45 68.65 68.59 -2.13 0:80
12850.00 58.15 0.12 b8.43 14.34 -2.24 0.52 7.10 68.58 58.18 68.18 -1.95 0.7b
12814.50 69.03 1.39 68.74 14.40 -1.43 1.27 7.b4 68.90 69.09 68.91 -3.55 0.78
M15.00 69.10 2.00 68.15 14.40 -2.43 2.00 7.b0 68.91 59.10 -911.18 fffilifff
12900.00 69.50 1.60 69.12 14.50 -2.62 1.48 7.50 69.28 69.41 -928.27 0.00
2.40 ERit 2:38 22.00` -0.49 0.06 -2.27 0.00
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• KO oF A~f- ek = 23Z -K 113 ~ ZG, 2 t Cz pr2
~ e• GONG P►--ojGkAVEL. = 1..,8 X 55 1119 3 0 FT?
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FAT I UIyIAL FORMULA HYpROLOUY
BATC = 8121189 DEr I GIVER = I3. H. C. BAS I N COMBI iVEi3 ="W
YAV~T N. CF Bu~~L►r~~
rRi7J EGT tJAi~E = GLOE~FiL EG~U I FMLNT # 121F35 (STRZST4 J
z -r~.ti ='f' , ~~c~ucES ~ To BpCK oF S/w~+~Fc
L?CSCh I FT I DN = MOIUTG(7MERY DR1 V~. STA. 125+82 TO 127-~ 54 ~~t
!N eLu Dt r4G T A FE~ '
SUBAREA 1=.26 AGRES SUBAREA IRU1401F COCFF T C I Ef'JT = .9
SUBAREA 2_.016 ACRES SUBAREA ~ FrUr1L7F F CC7EFf= I C I EPJT = .15
TOTF,L AFEA = 6276 ACF:ES COMF'OS I TE RUPaC1FF COE:f= FI C I ENT = .856521723913
OVERLAND rLOW VALUES
ot = .15
'
L _ ~3~3
IV = .016
a = .c?2 ,
C'HANIVEL FL0W VALUES
L = 172
Z1 = 44
Zi = • 17i
IV ~ .016
L7 ~ 0
6 _ . 008
rD = .i52
COMPUTED VALUEa
DUR - 5.00
110 = 3. 18
Q1C3 - .75
QA - .75
.
. , .
. .
~ .
~ .
BoWSTRING cHLcuLAr r aN1
GATC = 6/21/89 llESTGiACR = D.W.C. Di,ST!`J GOMBII`dED
F'F+'0.7 EG7 IVAf"iE = GLC1Cir"i'L EDU IPPIENT #121105-
DESCR I 1='7' I t11V = MONTGOMERY DRI VL S7Ae TO I'? -7+54
t t Inter-,s1 ty Olc1ev. Vi i i vciur~ S# ta Gtge
(riznd ) (sec.) (in. 1hr-n ) (co f. s.. ) (cu. i t» ) (c~t. +t. ) kcu. ft. )
5.0 7 0 L.j 3, . 1 S .75 }71 si~ 0 ~ I.~..
10.0 0~~~.J tu i4 w~..1~ ~ 72 lp() Zcj?
I!'.i . 0 900 1.77 o4-"-% 41? 149
:0 0 1A21 0 ll.') 1. 4%j .34 446 .60 86
0
1500 1.21 .29 458 45t-. s
%30. 4 18UtJ 1.04 . .02- 5 408 540 -72
715.0 2100 .91 . 474 ac i -1 ~b
40.0 ~40 Q 82 .19 4B~ 72C,
45.0 ~700 .74 .17 49(1 31c,
50.0 30470 .68 .16 499 9cio -401
55.0 3 ':0 r.) .64 .15 5 151 990 -475
60.0 360{} .61 .14 5,
4 1080 -546
b5. ri 39 0 C) . 60 .14 1170 -607
70.0 4200 .58 .14 590 1200 -670
75.0 4500 .56 . 1~ 0,04 1-3050 --746
80. O 4800 . 5L .13 61q 1-rF40 -826
85. C) 5 100 . 527 .12 6' = 15 Z. >'C_1 -897
90.0 5400 .50 . 1^c 650 16""0 -c; 70
95.0 5700 .49 .12 672 1710 -lcaZ8
100.0 6000 .48 .11 69^ 1800 -11 08
THE MAX I MUM STOF;,GE IS 212.204304 CU. FT. 7 Pat-J L'A" Vat,., F-r3
* The ti me o-F cancentr-ati on i s 5 mi nutes.
The Undevzl oped f 1 ow aut Y s c. f d 5. SI NG c.E - rr~Kv-L-L LA`1 wF,t.L i N roNh
TEN YEAR STOf;{*1 CALC
.
.
. ~
' • .
r .
RAT I ONAL FL7RMULA HYT?rtiOLOG`f
I3PTE = 9/4/89 DESIG1vlE(; = D. Hp C. BFiSIIV B (FODF, S. LO►T)
F'Ft7,7EGT luAl"fE = GLOBAL EOU IF'MEtUT
DESCF I F'T I Dhl = M0{VTGOIhEFY I}R I VE STA. 125+821 TO 1 ::;+b4
SUPAREA 1=. 6 tiCRES SUBAREA 1 F.l.jNUFF COLF F T~IEiWT = .9
SUBAREA 2_. 26 ACFES SUBAf,EF, 4 f,UtJOFf= CCIEFF x C I EIVT = .55
aUBAREA 3=.082 ACRES SUL AREA i FUNUF F Ct7EFF T G T ENT = .15
TOTAL AREA .942 AGRES GOhiF'0ST TE RUIVDFF GOEFFI C I ChJT = . 7uB 1 I04nL -9;
GVEfiLAND FLQW VALUE5
Ct = .15
L
.
N - ~
s - .nl
CHA"NNEL FLQVJ VALUES
L = 0
TD = 0
C'OMF'UTED VALIJES
DUR = 1CyM:4
I10 - 2.21
010 - 1.54
OA - Cl. 0~'a
w
. • : -
1
•
~ • •
L-40W5Th I rJG CALCULHT I.OfJS
I}ATC = 91 4/89 DE5 T GNEf = D. H. C r BhtJ 11Y Et (hOQ1= . S L-OT)
PFOJECT NAME = GLOBF;L EQU IFMEMT
DCSCR I PT T ON = MONTGOMEI;Y DF:I VE STA r 125j+82 TO 1Z7+54
t t Inkensity Qdzv. Vi,-, ti'ul.it Staraaz
(Ril n. ) (sec. ) (ln. /hr.) (c.f.s. ) tcu. ft. i (cLi. +t. ) (cu. Tt. )
0 35 0 0 3.18 2 . ~1 8r1,-3 5' 9~." 799
10.0 600 ~4 1.56 1?52' 1BO 107+
1C~r f~l~l 1 1.54 1^c~; 184 1C}83
15.0 900 1.77 1. 2~ 1=6~ '70 1095
20.0 10 C) 1. 45 1.01 14 2'0 ~ c54 ► 10,60
'75e 4 15 0 0 1 0~ 1 .84 14Z "0 8 4 50 983
30„0 1 Boo 1. 04 . 702 14,j 913
35. C) 1211 10 0 .91 .6 : 1461 6~,7 8_ 1
40. ?4C►tt . 8~ .57 14~3? 7~~? ?e7
45.4 2700 o74 .51 1491 ~ll) 687
50.0 ~ 0 0 0 .68 .47 1517 9C_';~:~ 617
55.0 '100 . .64 .44 1561 99c) 571
60.0 3600 .bl .42. lbl~ 10 a") 5 '5
65. C) 3900 .60 .41 1700 11770 5;0
70.0 420(.-) . 5 Fl .40 17718 i 260 5 18
75. L~ 450C) . 56 o 39 1617 1Z-50 4n7
80.0 4800 .53 .37 1846 1-+40 406
85.0 5100 .52 p u6 1901 15.3 0 7 l
90.0 5400 .50 .35 195t.) 16~0 ~30
95.0 5700 .49 .34 12 0 136 1710 30 31
100.0 6000 .48 .33 2 0 7 21 1900 272
THE R1tiX I MUM STO(;F,GC I S 1 0i 4. 65B0:298 CU. FT.-~ paa~' B" Vo L cG" DELP =1So6 FT3
The time of concentr-ation is 10.23844 minukes.
The Undevel aped f 1 ow out i s c. f. s. --3 S~tiGLE^~AKk-~t.- DF-`V~L-L- iN PcND ~TEPJ YEAR STL1FiM CALC