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d 48' TRASH RACK 16.0' I PERMANENT 5MMENT: VU ANTI -VORTEX PLATES PEM VOLLkt i I I I I I 1 k,Pl 1' I I' ! r
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100 YR. PEAK EL. 813.16 k111 800,0 I,I815F
• 1 1,4015E 1.0 FT. 1.41 1.0 FT. 1.401 CF cc,
812b - - - - 10 YR PEAK EL. 812.14 2- 12" x 12' 801.0 1b28 5F 189 0 FT. 3JI / I LO FT. 3103 CF
- ANTI-SEEP PLATES 802A 20455E
2 YR. PEAK EL. 811.48 8105 - 2,4315F IA FT. 50 IA FT. NSF > 5218 GF OK. / j~~ry I / / , 1 \
/ BAFMI ! / / 13% 1 1 1 I1 / I!
30 1 3!8" DIA. ORIFICE 8030 2'130 5F OFLANGED JOINTS WITH
TOP QF.6LUbLbL&i- 808 NEOPRENE 6ASKET5 PERMANENT POOL: rH SuM yajK AG]FT I I' 11 I' '
BAFFLE 8010 -
PERMANENT VET ELF 9 . 69A AVE 2EM 4 l I ) 1 1 1 I \ ~ 11 fi ID FT. 1,102 CF 0.16
SW KL. 8080 6,627 5F 1,102 5F ID FT. POOL e' SWAP 5E
GATE 8pB4 5F 1.0 FT. I` 1.0 FT. 15,184 CF 035 I I \ I Q GE I I 0.45 / I ' \ \ 1 I ) 1t I O II 11 I
SEDIMENT 18" A.P. D 4.3455 80g0 15-1-1 05 FT. 19,608 CF > III= CF C K-
5TORAGE 803.0 c &T3O 810.0 85815F 8 5F OS Ft c ,810 ELEV. 803 SEDIMENT 799.0 5PILHAY 6105 ga12 5F
800 800 5TORAGE g382 5F 05 FT. 2 05 FT. 24299 OF 056 1 ! / / / I I " i
t I OARP6
SEDIMENT FOREBAY 6110 U52 5F 10213 5E 1.0 FT, 3 1.0 FT. 34,512 CF OJ9 I / 32 / B ' i I \ ` I I I I / ID UAROIIND
812.0 10,114 5F 05 FT 40A44 CF 0.92 I i 1H ~ / / I I 1 t
4' MIN. IIP65 5F 05 FT 4 5'W x SL x I'D
CONCRETE FOOTING UT-OFF TRENCH EMER&ENCY 8125 11,356 5F 612b Ilb54 5F 05 FT. OS FT. 45,811 CF LOS -~J / / / GUAUFT \ \ `I I I I I' ' l I / , a I M ~ \
OF DAM 5PILLWAY 813.0 11,852 5F PRINCIPLE SPILLWAY DEPTH BY ENGINEER 12,510 5F 1.0 FT. 1.0 FT. 58,441 ( F 1.34
814D 13,188 5F 13,5015E 05 FT E 05 FT 65)44 GF 150 ` \ \ I I 1 \ t
48' G.A.P. TRASH RACK r x r x V!T 8145 3426 5F 44
W/ EXPANDED ALUMINUM TOP AL~ WAf WWOM \
b"X 6" SPACING 48" GA.P. TRASH RACK 812.8 ~ 814b 1 ~ y
ON BARS \ \ \ \ /r / i T f I I
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8128 2' GRA55 LINED 5PILLWAY L1C NETT N& NOT NECE55ARY WATERS RTS ~0~~ PLAN 1) THE OV*O2 SHALL BE i2Er°PON311-E FOR N 6OVeIN6 T'4 C. OeFI TED V PS~ WATERSHED, GRENSBORO - !^lg-III-WGA-TIER 4 WAT62 QUALITY POND AS D± R'D ~3Y 1}E 6aVL_ >~1TAL OPFK•E tN1N6 :-LAK
SQIA+I. TQT/U- SITE _AREA, 15b9t ACRES SCALE I* = 30' 2) jR15DIG TIOW R QTY Q47rE SHALL HAVE FULL DESIGN UME P
Y SPILLWAY TOTAL 1 TOTAL DRAINAGE AREA. Ilst ACRES POW voL\/AJLABLE PRIOR TO ANY pt_AT AT RE OF CElZH IIS OF THIS NGY FOR SITE AND/OR
- - BUILT-U BUI44 LOTSLTAFON 05000 AREA 00 ON 5-FA-0T 51TE, OT = 3 410t .03 AG. ACRES PRIOR TO ANY PLEGORDATN7!!I FOI FogE Ti!e NM THIS MAY REAUIRE THE GLgM10UT
1. CONTRACTOR TO PROVIDE EN611EZ WITH SHOP PTO R15L ZMARREL 44 L( EWNSYf
ASSEMBLY BY MANUFACTURER BEFORE ORDBtM6 ROAL ROADWAYS - 1.46 AC. AND 171542105AL OF SEDIMENT FROM PR TION MEETING VITH THE CITY OF BORr0 WATER9HED 811& NEER V*eN THE PERMANENT WATTS 0IA1At-TTY POND SITE
WALKS - 021 AG. 5) THE CONTRACTOR SMALL 5C.1'fEVLLg 6RM HAS BEEN CLEARED AND THE POND FIELD STAKED.
2. CONTRACTOR TO ALLOw ON SITE Ir>sPECna+oF RI5EW8IJiRE1 ASSEMBLE 5PILLWAY DETAILS KAL.
N.T.S. PRIOR TO INSTALLATION. BUILT-U BUILT-UPON AREA, 41% OF DRAINAGE AREA TO POND 4) THE 60YER iiNT OFFICE HAYF16 .A~t15E)IGT10N FOR WATT PROTECTION AND B.U.A. - OO Al, ' O% OF DRAINAGE AREA TO POND THE!R A551GIEi HAVE RIGHT OF AGGe55 TO THE PERMANENT WATER QUALITY POND
oFFSIn pFF51TE DRAINAGE
PERMANENT SEDIMENT STORAGE READ, 1/6' * ITS AG. = 5,218 r--F-' FOR INSPECTION AND INSTALLED ITENANGE OF G
rim PrxMAlA ~A PERMANENT 5EDIMIENT STORAGE PRVD, - O . F.I N B T O E OF W BASIN 5) FFINAL INALIIA OF THE 6RADPERMIT OR AT 1IS ANGE OFF THE WILNAL BUtLDINC RE'D AT (GOLATM
PERMA PERMANENT POOL V5lwN, 5.0 FT. CERTIFICATE OF OCCUPANCY MPLIANiGE), WHICHEVER COMES V
11E POW Al A Nt6bRJR BASIS udDK ne Hop" 9F1601i (APPd amee+l Ag IECE56IRf, aneRA A660C1Ar O1N TO tONIRA4r TM MOM "M &L pirp6 qWWWW POOL SURFACE AREA 70 DRAINAGE AREA RATIO: 1215 b) CONTRACTOR SHALL PRESENT SHOP DRAWIN65 OF THE POND KIT T TO O DESIGN
5) Dm 11110ww PCb1 POND SURFACE AREA REQUIRED, 6,381 5F ENGINEER PRIOR TO BEGINNING CON5TRIJGTION OF POND.
NO" A" 1RA511 ND DERLSFRON POND AND SNNtddDN6 81N516PEGT ORFKf 1RASN BNAD AT SPd1iNY AN) RB4T E DEEWS A6 . IEPEGr NOIttH Y, OR AFIBI MA UR 5ipW5. (tEPEOT LN Bf Wets A560G1hT ON ~tESENTAT Vf1. POND POND CE AREA PROVIDED, 6 625 SF 1) THE ONPIER OF THE PO[V SHALL BE RE5PON5JBLE FOR PROVIDING A PUMP POND SURFACE NT FROM THE POND.
6) Loom am MLOVA RV = 0 UR + A X (I) TO DRAIN THE POND WHEN REQUIRED FOR REMOYIN6 THE 5W It-IF
NFAR 8t 1m16 aft SODDIK AS SOON AFRR mmTKN 16 FD56DR 0 IB6 ASSOVATION I8RVEITATw0. RV o C RV = 0.05 + 0.009 X (1) = 0.42 TWIN EMERZANiCY SITUATION AND ADDITIONAL MAINTENANCE AS REQUIRED.
p) Fewm A660OmVIO I' TNE~~S ~ 1NW12 NOIS OF RWAU N 24 WOIAR ? OR APM fXTWW PWbW5 OF WW MGFE MW 2 r0 3 DAYS). LOCK FOR V~ TO NET CAWM A 5PIWMYS, O®RI5 MIXF AT 5RWNY NO TRAW OPM ND BMW OR %i*#W E6AN?6!'15. RV = C VOLUM VOLUME = (DE516N RANFALL) X (Rv) X (DRAINAGE AREA)
VOLU'I VOLUME = I" RAINFALL X 0.42 IN/N X 1/12 FEETANCHE5 X 115 AGRE5 = 11,563 OF
W REm ND now TEMPO TEMPORARY WATER QUALITY 5TORAGE REGIARED, 11,563 GF THE STORlftknR PAW NO DAM SHOW ON THIS"SATISFIES WaNdHINTS OF TIE TEMPORARY WATER QUALITY 5TORAGE PROVIDED= 19 608 OF NORTH GAROLNA DAN SAFETY LAM OF M61 [A6 N4 1110" 14451 NO TIE RI E5
i~ IY091N1llIOND M7T P96fl1CAd19CNWENF911R N SPNI YNYA RE6Id?R M"46 WLL PjeAW INIWNRD 6RONDl (OHM ASGOGIATION TATIVO ?f1 0
POND DATA NO WA AT0 5 A5 IRESB1TED IN THE NORTH CI#MNU ADI*NSWAn GODS TW MA, WX*WA R R 2K - DAM SAFETY. EVBI IN THE GAGE YltEi2E THE DAM 514" ON TINS PLAN 15
04"IENE KW dp*M ALd1E a.oa1A owRA PW-OXPA110R ANIAL "SM I!% %MV BE AOD~ WIN I* 60Aq*W TIL @frE MVN6 ,ARSDICTION FOR NAT9toAED PF'OlWT1011 ON AR A5 I+97 6A66. 50.UIIOI6 r011E5E 1wE6 OF PROBlB45'JgND IM Ipl{AEI'K.AL MO DLL SAFE r FAIDB111/16ILmWRPLY pgomm APR.IGAnOK 807701 BOTTOM ELEV. =803.0 DETE;&t)ED BY TIE STATE TO W EXDPf FROM TIE AWA VOTED DAM SAFETY T%
=.0 1, Ab TIE a*LFW DESIGN i91611ED2,CBtTIFY 7011E OF MY aVKBXf TTIO NORMAL ELEV. 6 625 SF SAFETY, YELFAR~,AIO DOYN6TRBAL Y i IN06t5TNO
E#VAL% SAmbATE'~ NORMA OPOIAR IOID p(WI VN.V! FROM R! IDLY GO'.~ 10 7N! Mt1Y MW fn5111011 AT I&6T INCE A YENt (000M AYOEMIICN pEAIl~RA11vE1 NORMA FT FOR TIE ppOTEGION POOL DEPTH = 5.0 T OF E PO RMINDG WEANDALTH' DAM AM DE561~ TO BE SAFE NO ADEGIMTE NORMAL TEMPORARY WATER QUALITY &E 815F TIMT THIS OEIMMATION AS THE Dow H16MtFR SHALL 110 VOT 7 Fu6ATE TIE OYNER OR
PR011LNAL THE OI1 REMW NORMA NORMAL POOL POOL SURFACE 818 AREA: : OPERATOR OF THE FOND NO DM PROM THE LEGAL DUTIES OB 16AT10IL5 NO LIABILITIES
NIIIY AWEIDW N1I6OTDRd Ml PCrrCIlED 6(11! 6p Q11?lMAL UFYf IKVN6 JRI501OTI0NI FOR NAD 0.4ED 8i5 AYAGARON 0lVil BE N7 FED OF 7FE iEA1 5 OF nEf 16PEG110N5 AND ANf MNIITDWIEE TEMPO NNrY
O STORAGE OUTLET: 1 3/8" ORIFICE 4 a = DAY Y PRA N DOWN DONN: ARGM FROM 9)c," OYIERSHP OR OFMTIM TEMP. W
r~r1~.~nImNF MAINTENANCE TEMP. I a = .0000012 *6,525* 2 1 C;ERTINY 11MT VIIAOFP PP0H THE FIRST INCA OF RARFALL FROM AREAS THAT AID T
iMN6e WA MOW" MG ML N AOO "r-E PM DE PLAN NDAR DETAL9 ALL PPvIWN6 ND MFAR551YLL N ME N KGOINOANCP MN CITY OF OM60R0 6UVMJ 5 ND MR~E A RFbD7ERID PROFE610NUL BINBR TO RBfNE A PLAN NDAOR OVALS AID TO C@lTi( CCPfLEN1CN a= am 5F OR d= 1.42" MAX TO BE C.ONTROLIID PER 9EGTION 30-1-M OF TIE 6AMeO OO WALOPI'M ORDINM'2 5
%AIM THEREFORE U5E 1 3/8" DI A ORIFICE GONTROUID BY A Mrw+EITT MWERED 5TM4AkTER a AL" 6MROL THAT H46 SM DHi16tW TO FEET OR EXCEED TIE REilIR eft IN THE 6Rf968OW6TQWTM
MNIA6E ENT MNAIN.. N CA qpC
~ NN W& w4nePM7,, FOF®A15 WpmwWAM SMALL DETAdID TO ApOAtE 81911 BPYATp1El INUJK NO vskrA'L IETNA5 OP SM9R, 5r181LIZATI IN OF PSPJWW NEAS, BROWN CO6ROL AND STA6I.IZATION OF SPOIL AiEA6. CNERS A66WATION W OONRRACT PM FMAK1WommToTYRQPMWEIS' &WCUfAWWR510W.MVWCLEAN=BFOGIRWWBITIESW"WSTORMCCAPGIfY%OI'NONTWSKMMASISMEIYRDED" rr
L D (RATIONAL M-ETHOD): . °Q •,ti,,y , r~A r ALGULATIONS e Ftiss,o 9 9
6) OrNR sty" w J51w som 1a NYIEAN RP4IP CAI+NflS TO PPLrt11f TRH GROWN A16NK5 AND BOlTOh6 IEPIXE RIPR/P AS RCxURW 10 M4EEAN 06SIM CAPACITY. PRE-DEVELOPMENT DRAINAGE AREA = 1.4 ACRE-5 _ '2` SEAL t
R u~2PrzE _ (0.4X3.8 IN/HRX1 4 RG) = 14.28 GF5 ; QloPtzE _ (0.4)(5.8 IN/HR)(1.4 AG) = 21.81 GF5 Pf. SEAL 4 , 10771 SOIATURE f
T ti p
mrwt lRfID ND NIeWNUA11C110F W aWY PILL Be NECFSBARY FOR L 6W FWIE4 y, PRE-[ F1d1A1REH PCR proopm NkMRNE, CRACKS, LEa OONNDNOIN, ELOCXAO-ENG. SPUMY RWARS SHALL BE DETAIL, MPRO'" C*I5TFWlW MV CEREIFow IN Ac4ow NCE M114 6t%yaw COURY 6uvojmm 02~ POND POND DRAINAGE AREA = I5ACRE5 • F G1NE~a1,
02PG5T = (0.65X3.8 IN/HR)(11.5 AG) = 28.40 GF5 1 10POST = (0.65X5.8 I WHR)(I L5 AG) = 43.36 GF5 DATE S ~ 1'."-Yen s -z'
FdNI4M W4W EDN161R TIE 6TRYGlwt& wamff cot NAlaum RE56 CF TIE Wµ SN A L MW A RAN ND DUAL PWAM 10 RWAR SW DMW-f- Q7P0`. 04V C,BZIFit4 BY A PROF£0h10N/1 Btl! ®I FAPERDIE~ pm DAIG BE~s--l~'`TES~ -
SWAN 001680E 1d6Y~di#1 111156111111111V IF TIE 5A1ElY OF IM DIN 6 1~115W. ALL lEINODS TO CpRir15B9AFE NV5i Le516N® TO AND 00161RIC1W mm 11F gAgtvY~ION OF 0 02(PRE)= (0.4X3.8)(1.4)= 14.28 CF5 > 02(P05T) = 12.44 (FROM ROUTING): - OKAY FLAT
,9 DATA: a10(F QIO(PRE)=(0.4X5.8)(4.4)= 21.8i GF5 < QIO(P05T) = 42.'72 (FROM ROUTING) -NOT OKAY NOTE, 5 ATE ~ mTO M orLEDTTOF _ Beim AS VES&W AIV WS RU DEW VOLIK DUE TO SPACE AND GRADE GONSTRAINT5, AN OVERAGE OF 20 .14 GF5 ABOVE 10 YEAR STORM PRE PANGY
517E AREA 15bq ACRES DUE 1
DEVELOPMENT DISCHARGES FROM THI5 51TE 5EE STORM WATER QUANTITY STATEMENT BELOW. ~ ~ OGCI
{ NI W TION DRAINA6E AREA 115 AGRE5 DEVE 501E TYPE-5s 6-ID% SLOPES
atoo = (0,&5)(1.'7 IN/HR)(115 AG) = 51.56 GF5 t~~
U THEco"Kh6TQR!IVLI5G1lDLtEApp)y~IDTfd16T106?EmNiH~~ GcG CECIL5ANDY LOAM 0100 Q NAIBBIED rE41 N51TIEPERPLNd31f NA16t1dk1111 POND GeG2 CECIL SANDY CLAY LOAM b-to% 5LOPE5 am Ghoo - Qio= 18.51 - 42:12 = 35.:19 CF-5 MTERgg~~GUA I~~r~/ 1-& V ~i• I~ J~~
,CL pp pE POIDABD STNS, a CIiEWAGLA SANDY LOAM
p.vmA1 CORM APFV *WV ACID. LTNl$N0510NG0NIROL C452 GEGIL SANDY CLAY LOAM 2-6% 5LOPE5 EMER EMERGENCY SPILLWAY: Q=G *L*H'"3/2 KAjtvgTL.~/ c-a 'COL >ILM 0=3.1013'*1"3/2 = 40.3 GF5 > 35.11 GF5 - OKAY
F GENaSK~W APIInCbAW CdNftl0IPIAN McG2 MADISON CLAY LOAM 6-10%SLOPES 3) N'RACLP164DVWMYAIDQ(? ow-off TABCWFOROAK awwcafflm .~L~Ii.Iar~ /r~F~iFt nPER TYWN PLACE
4 WA1L 0!M ABCSWRME V49" PR RA McV2 MADISON CLAY LOAM 10-15W SLOPES
y M1iIM 4 W N'd DAIRtb !~IF10A11 N5TAl1ED. 5T - irc- +h-IrHIS 82 00 TIE STO 04AIM K VIAB8W SAVY WAXED WTH 1H6 PLAN NOIGATE6 THAT TIRW MU eE v.
W NlTALL TALLN1MAlpSWlaW ST 5TRA6EARF/b N PDND. M M SANDY LOAM 15-35% SLOPES m N2 OnwsTr±EAM R.OODlllfr, 'E, OR ~'AS T OF I* PROPOSED Y Tn PWRE WILLOW OAKS PARTNERS 1 . GUT= AVeA* Tr*IWjWP M&FORD COUNTY
-0 =NL SR71B1 ?Rl~BIN~ AVERAGC 76 xvrc yr 0E1~+
tN~ B "D AD Mw zr+E SItE OCirB,Of'h~r MSA G/O H LEY A. SYKE5 s , NORiH CAROLINA W4VOMOM ~ ~ark. VaNxv~ n+~fl~. ~o. X004
9 Sm FMLU* BILE AP&45QU MW VOLLM S APPPO" By a) aft eA~E vkvE r4 ~ B MAXI DISTAMINMCE ALLO TO YIAa E B FLOODUWAAY: >2000 L.F. TM sr In ADDrt101N1 arkmt'r GAAROI 405-0 N. PARKWAY urr corgis TO Ks AS pAiri JAM
AT SIRVR X Or ML Be BAMM IN WA1Eit5h® I~ JVAR oP Ilft PM9 WWWL h GREENSBORO, N. G. 21401 1660GIAi>e3, PJ1
C ATE OF 0[uP~ COO LAT' FZvl%V UM24/04 - MC*99M ~p ka rvr Nt
PRDpo5ED 1531.A. 90% THE THE MAJQMUM M90UhtT OF B11A, PERMITTED WITHIN THE DRAINAGE PHONE: [phone]
IN HA18t5NED 1IRE OF ! AREA POR TEE FROPO-E.D POND 15 4.-10 AGRE5 DUE TO THE DESIGN 1lVI9M 5)5/04 - GttY GOMNt'S Ra?Efk A FAk f bl 2114M OF SA40 Pow.
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M 534015 955 5340-16 9f9-L WVO 1 AV17 AAmgvS 'M~g7 LAS wa
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sd9 99LS = (9V 911)(N "l 1'1X570) = 00N9 53do,5 %01 534015 %01-9 iD WYOI AV" .j4WS 11?d'~ t7s7 i ~
5340'15 9i0 S3dOIS %01-9 WYOI .t4NV5 11999 7n aqd ~p
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3MW 01 CUL9300130 0191OULWO NUVWW IS 341 'A)NNdR))0 d0 3LY96WW b0 re'JV b5S1 lYb'Mtld3HoiWWa&wvM3A1711Nfh1TUHLI'Jd0WILY9FJ112H7SGS11y91g9Hi SLON Lv~4o loN - (9NIlf02J W02ld) ZL'Lb = (1S0CWlV > 54918'12 =(b'bXBSKb'0)=(3?Jd)DID 532t'JY 511 Y:Rw 99 v-do
53&1 b9Sl Yaw 3115
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EMERGENCY 24" CAP. RISM I I SPILLWAY I I 1 I I I I I 1 i I i l/ y / 1 y \ I I l l l 1 1 ,;;F" I I , ~ t 1! I ~ I , ( I I I 1~,/ I I ~ CLI5513 I~ I / I i 1 i 1
4 48" TRASH RACK 16,0' 5TORA6E PROVIDED: I I I I r! I I ) 1 i I OUTLET) TION I , t 1 ! f t
PV ANTI-VORTEX PLATE-5 PERMANENT 5EON'ENT: i i I I ` i I I I , I jj i t\ y 1 f 261. x 215 I I' t t t l //S i f t y
814,8 4RFACE AREA 1 4E, YQlat I r I I I I I, I I 1 I \ I I J 1 f
1060 YR. PEAK EL. 613.16
4 000.0 Id815F 8122) - - - - 1,4015E IA FT. t 5F . ID FT. 1,401 CF Y 1 I I \V A\ + I tf ~ i I V 1 lipo
10 YR. PEAK EL. 812.14 2-12' x72" 801.0 Ib28 5F ]3'
2 YR. PEAK EL. 811.48 8105 ~i ANn-SEEP PLATES 002D 2045 5E 1,184 5F,x IA FT. :F, ~ 1.0 PT. 3103 CF I .
as 1 3!8" DIA. ORIFICE 2,4315P IA FT. 603.0 2,1305E 5F. IA FT. 5.790 GF > 5,218 CF UK f ~ /ill l~ !I(fl~) / 1 /1 j 1 t f I I \ \ I / I / ~
TOP OF 808 6FLAN6ED JOINTS WITH tit BAFRLE t ) A Ay I / / - n r
BAFFLE 801.0 NEOPRENE GASKETS PERMANENT POOL: r.
13V 9JRFAGE AREA AVERAGE ~N Guy. va.urF t~ ! / ~ \ III' ri ~ ; ~ 1
P'ERMANENTPIETNIL. 808.0 6021 5F POOL 6.5PFXi 1102 5F ' ID FT.
GATE 809.0 1,5115F F 1.0 FT. 1,102 CF 0.16 / / ) i ( I I \ \ 1 I t l , ,
5EDIMENT IB` A.P. 0 4.3496 8062 5P IA FT. 5F ID FT. 15184 GF 035 f ` /l It ll i L - \ \ \ \ l II ! GE I I /
5TORA6E 810D 65915E 0.45
~V. 803 803.0 ~n 8849 5F OS FT. 5F 05 FT. KbO8 GF > I a32 CF O.K. f J l l I I \ I 1 ~t I I 1 1
7994 SPILLWAY 6105 9112 5F 5F 05 FT. 24299 GF 056 f / /l / I y y 1 1 I ! I + t ' I w
SEDIMENT FO AY 800 800 5TTOORAGE 492 5F 05 FT. MID 9052 5F / ~ f ~ / / I t ` 1 ti I ~ 1 I
- 10,213 5F IA FT. jjf- 5F IA FT. 34,512 GF 0.19 f 2 B / ID AFGUIII~'2:
4' MIN. 812D 10,7145E
51Y4 x 5Y- x IV 11065 5F OS FT. 5F 05 FT. 40,044 CF 0.42 I l / )
C.ONGRETE FOOTJN6 GUT-OFF TRENCH EMERCeWY 8125 11,356 5F 5F 05 FT. 45,811 GF 1.05
PRINCIPLE SPILLWAY OF DAM ypN tY1AY 8128 11654 F OS FT. 813.0 11,952 5F I
DEPTH BY ENGINEER 12,510 5F IA FT. 5F IA FT. 58,441 GF 1.34 'Ai
814D 13)88 5F 5F 05 FT. 65)94 CF ISO
48' C.A.P. TRASH RACK 13,5015F O5 FT.
PW EXPANDED ALUMINUM TOP rxrxtm 48" GAP. TRASH RACK AU~ 8145 3A2b 5F 8148
6"X 6" 5PAGIN6 812.8 i
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812.8 2 GRA55 LINED 5PILLWAY In L ;NATERI H CONTROL GALULATION5:
NETTING NOT NECE55ARY AUMM MOM 18M MAU PETS, WATEI OV fJER ` A517111 787 T T THE
mALTEJRSF~ INhiit~Wf l+-71EFt 4. L 1) ITY POW 7 VtN6 * EZ, g TOTAL AftOw MA" ACRES •
~L - `TOTN EN G _9RlLJ~lAX TOTN TOTAL DRAINA6£ AREH: 11.51 ACRES SCALE 1 34 .AXtISDiGT10N FOR 1NAT2R9ihIEI) f~TK~T1OHd AMP PFR:T+E ~1f1?MITErbWGE R-AN•
LE: 4.941 ACRES 2) THE FWM A NENT IER 4 tN E~i%AW., HAW P .IL AVAK AiBL:E BUILT-UPON AREA ON 511 PRIOR TO ANY M~ OP AHOYR. 517E Aim/d2
1. CONTRACWR TO PROVIDE ENGM@R WITH SHOP DRAYYN6 OF RMORA ARRa BUILT 44 LOTS 03000 S.FJLOT = 3.03 AG. PRIOR TO AN ~#4;11T 711 i k Y THE GLL`AINOJ1'
A56E1 ELY 10Y MAMIPACTUROR BEFORE OROB046 51RUGTVIRE. 44 ROADWAYS - 1.46 AC. AND DISPOSAL OF
R0 5PILLWAY DETAILS 2. CONTRACTOR TO ALLOW ON SITE INSF°6GnoN OF RISERBARREL A.SSEMI.E WA WALK5 - 021 AG. 9) THE CONTRACTOR SHALL. %A9X&jX A TION MEET1I116 PITH THE GTY OF
6R13"00RO WAS 04609M PO THE if 'f WATER GUAP Ty POND SITE :v R ~
N.T.S. PRIOR TO WSTALLAnON BUILT BUILT-UPON AREA, 41% OF DRAINAGE AREA TO POND HAS BEEN CL EAtEo AND THE P *o FIELD STAKED. J
OFFS OFFSITE DRAINAGE B11.A_ - 0.0 AC. - O% OF DRAINAGE AREA TO POND 4) THE 5OV`ERJM4ENT OFFK~E KAYV46 .RdRWj6T10M FOR WATERSHEI2 PROIWT10N AND ~ All
iwymNE POND MAINTENAN~ PERMANENT SEDIMENT STORAGE READ: I/8• • IIS AG. = 5 18 OF. THEIR A55ION5 HAVE.Lj6MT OP TO TIE PERMANENT WATER QUALITY POND
PERMANENT S®IMENT STORAGE PRVD= 5130 OF. IN BOTTOM OF -POND FOR INAPPROVA AND MIAINtENANCE EI OCONTRO . i
L"T%j V& *A W4 MM AEFM0NAFSSLiRM85tW*11EN0/MSBM Ml1AR-aTOB50ORA $00561RY,MIM06MATM T COMAOT'l%MO . ~ 3806 G.F. IN BAFFLES 10% OF BASIN 5) FINAL APPROVAL OF iN15TALt.ED RUNOFF CONTROL 51TTM1GTiJl~ WILL M REC,111tRP32 AT FINALIZATION OF THE 6RAVAS POWIT OR AT ISSUANCE OF THE FINAL BUILDING
P'E32N PERMANENT POOL DEPT111= 5DR0 FT:AINAGE AREA RATIOe 1215 CERTIFICATE OF OGCUPANGY (COMPLIANCE), HHIOHEVER COMES LATER
A*VAALL WAN ADD1111rWHPADNpSAWOND 16 NJ"WrWTOWWAW4A&VAWAT°WLLMYNpWHMOEMA50MMED. WFWT"fty,0RNTIRKAJM5T0!%. M%yG"9Y&MW5AWWATMFaWMffADfJ POOL POOL SURFACE AREA ` POND SURFACE AREA To DR ED= 6E SF b) CONTRACTOR SHALL P lT SHOP 15RAj0*NG5 OF THE POND KIT TO DESIGN
W 916M POW ED: 6,625 SF EN67I EER PRIOR TC BE&WNf~ CON5TRtXT1ON OF POND. POW =ND 005 + SURFACE CE O-OOR AREA X N PROVID 1) THE OWNER OF THE FOIo *IALL ~ DWaLE FOR PROVIDING A PVW
NIfAABY 9010IFJ~OIBODOII6A5SOON MIOEDIIEOTg1A5H0SWE R'JOM A95EGA1gIAINI1®IUThl9. POW RV TO. DRAIN THE POND-i" elsi Rl5f>UIRV "REMdNINS THE 5EDIMENT FROM THE PONE,
Rv = 0.05 r OA09 X (44) = 0.42 IN/lN .Me
JGPWTMvA/NIJOUKhDNsmwV"SWETHAN2WASOFRAINFALL N24MMPWOltAFMDMMFIRICD5OFRAINADZETWN2TO9DAYS. LOOK POPE D~ TONPTAWE65,WUL1075,DEN45MtDR'ATWLLMYNO1RA911SAW, NOEPODEDORSU.P SEANOOn Rv c iMIER6AESO0010NPBWM L'AYMJ VOW VOI..UME = (LIE-516N RAINFALL..) X (12v) X (DRAINAGE AREA) EMB26ENlGY SITUATION AND AWITiONAL MAINTENANCE AS REED.
E)1AQbAlDt1NM1 VOW VOL W = 1" RAINFALL X 0.42 INAN X 1/12 FEETANGHES X 115 ACRES = 19,563 OF
TIM AIVWAW IDMDIDTWFOMTEDON&W 4M OR0SILYNY! FSd% RM7MG nUPWAWWWU9lW04K (001LR5MWaM1MIP6WMWATM110 TEW TEMPORARY WATER GUALITY 5TORA6E REGIUIRED= 11,563 OF
TE W e TEMPORARY WATER QUALITY STORAGE PROVIDED= 19,608 OF TIE STORlNATER FM AND DAM 91CM ON 1MS MtM SATMS ft 1E dOMHEI TS OF TIE
DICES PA KAMOWK ALGAE N.MB ODORS,Pac4LOMACK AMW PE6TaM SOLD W AVVP!WW NM TIE 60AWWAL OPME MM* JAtwr, MI POPE FMTE29® WMWTKN ON AN A6 NWW EAM 50WIOPE TO Tll'_°E WM OF PROM"% MD BE NOMlAQYAL APO DE04M SAM AV R66Q.A;TTbll9 m Alow ED m TIE Wni aura lsk ADIl119TRJ ye GODS Tw 5A.
FAEDP1p16MAatwnYI ammmTufARdl f Pg„j j„') N" CAPaM DAM S&FM L/'1 OF M 0%11* AS* ftm TW4101 1% No TIE 025 DATA
t#VALS6 NO *AIM BOTTi BOTTOM ELEV. = 803.0 SILI'1t'A1~PIBt 2K - DAM ShfiEW. M M TIE CAGE MOM TIE DAM SNOMI ON TINS RM IS _ NORMAL POOL ELEV. =808.0 wea- 1ED BY TIE 5TATE 190 tE a err mm Re MM N mw PM SN OY FSMWV4WM
LAMEFGIDDAMVKVEFFPH MMLYaDWToTWMILLYOPEIR091101ATI&&TMCEAYEW (MML5A66XA&TIVAWOMNI'ATWfJ NORM NORM NORMAL POOL DEPTH = 5.0 FT 1, p6 TIE GIUJ.Fw OC31611 D~ ~Y TO rACWT or MY gDKIM TMT 1IE POD ND DAN AFE DMIGIED TO BE SAFE NO AVA210IE FOR 1HE PROTECTION
M NMML NSPEDTIM6 ANNW.INNIEYPICE /MPFLTIOIN ML EE FdPOR41D 6Y 1M 60A9IIEMAL ORKt HAVW6 JPEDIDIICN FOR INTOtlIN PPEDTFGTILIt THE CPiER''i A560C:ATIO11 5WLL M PE7TF:lD OF TIE RP]L.75 OF Rl9E N3PFL710115 NO AM' MNHEINICE f+faFED. NORM' NORMAL POOL 5URFAGE AREA: 6b25 5F OF RB x FEN•Til, yJ:ETY, YEtl MW.,ND va*R RMf1 1Y. 1 *mt5TN0
TEMPORARY WATER QUALITY ELEV: NOS 1MT IM GeRT11'"I ON AS W VOW BIGMElR SW L wr InIL'4E I* a/m OR
NON-~?OUTINE M6INTENANO TEMP TEMP. WQ STORAGE OUTLET: 13/8" ORIFICE 4 DAY DRAW DOWN: OPERATOR OF THE FIOID ND PAH FWM TIE L86AL 011156 00.`luATIr K NO LIAEwrtIE5
TIME NAMNAl E MG ML PEMR A OW518W FROP6NMNL 0"M TO PIERW A FLN AIVIX WTALS AM TO CHMW GO "M" M ACGOWD KTH 1W RAAI AV/OR DETALS. ALL WV&M15 ND REPAIRS SHNL It Me N ACO MDAMM YIHI CITY OF tPEECOQD 69MM AID a = .0000012*A*-Fh AIMftMOMS AaAMIPOROFERAT101t
9PEDFEAVOW a= .0000012*6,525* 2 1 OBRTIFT THAT aMW FROM TIE FRST WH OF RAWALL FROM AiEAS THAT ARE REWM
N WOWagAWW- _ OWL 1E MANILM 10 ev"IE Mw MWATOW TO Yw TV" Cf YURG MBl 9M"W CO" 6 fwAw . seam alb#m P Mi ll~/M1 No TTIE SEWW STORAW GNYAY >Iw Al YM PLN1 W6 E®1 MWO). iN a= 0.011 5F OR d= 1.42" MAX TO It LOIMWI.1~ FER SWTIO W-7 U2 OF TIE 6MMMM OEkl3APMBR ORDINNY.E I5 THEREFORE USE 1 3/8" DIA ORIFICE GONTR LW BY A PBIhWBfT MR6 WMD ST0RM1W S VL" CWIR l THAT HAS am
INDSION UAIIROI Nil STAELW7IGNOF 5PG1. AAEl6. giER5l680CAA1g1 TO GGMRAGT HM MM DEriWW TO MEET OR EXCM 111 REAWOlI(IS IN THE 64119949"67OWTER
low N "ova 11-11"MLL5EY"No l
URAINACGE GALGI>LLATION5 [RATIONAL METHOD): " HAIIII °Q. ~CQOFgSS/0'.. -j •'Z
RENITIW AND IIV#IWA"4W ENIpMMY ML BE NY,ESSAAY FOR LAPf6t FAUFft MAWAN RP'RM 01A)WI S TO PREVO f TP9£04916RLMTN ON MAWS AND EIOTTOP RE'IXE FtNL P A6 W M~AN VER6N GAPACW
W ?iLIPfAL JPL?INY, PRE. PRE-DEVELOPMENT DRAINAGE AREA = q.4 ACRES SEAL
@WWT9%IPINTS FOR I/ OMW ALI" Nf, CRACKS, LEMC 011FAM M M40CW ED. SPUMY FWAINS SMNL BE DCUL9V Ai4R04ED, 6MTRICTS) ND CMIFW N ACoMA CE PITN eull f DCm" 61.08.1[4, 07PF 02FRE = (0.4)(3.8 IN/HRXq.4 AC) a 14.28 GF5 ; 010PIZE _ (0.4)(5.8 IN/HRX41.4 AG) = 21.81 GFS PE SE/1 / 0771 SWIAW
d DAN W11i9 PONI PEON DRAI b5X3.8 AREA = INMR)(I1.5 AG) 28.40 GF5 ~T IoPOST = (0.65X5.8 IN/HR)(1 I.5 AG) = 43.36 GFS y' n);GIt1E`: Q 4i
FAAANM,MIQI WAPM RE 9"WARAL NI0N4I Y LR M11ECTWMM OF TTEOAK SIWL MW A " W DOTAL PAEPAW W WAR SAD DM VAW- 02PG
1) SOV465 2F1 FASE RATES: DATE S
SANE 4wnwL 00115" AML M REM1® IF THE SNTff OF iM DAIF 6ItWIBE9. ALL PETIM TO OCMIYIL SEEPAGE MST EE OE516PW TO AND C4IK1111007 MW TOE 9FERVI" OF AID GOMM EY A PWO96 OMAl aWM A9 "M VAW 02(PRE)= (0A)(3.8XgA)= 14.28 GF5 > Q2(PO5T) = 12.44 (FROM ROUTING): - OKAY
WATERSHED DATA: 02(F - - 01op QI0(PRE)=(0.4X5.8)(9.4)= 21.61 GF5 < 0IO(P05T) = 42.12 (FROM ROUTING) - NOT OKAY NOTE: TIE BlfilEEERS CERTIFICATION OF CO VLE710N KL BE RE I JIM PRIOR TO TIE F04AL FLAT
CERTIFICATE OF T* DUE TO SPADE AND GRADE CONSTRAINTS, AN OVERAGE OF 20.4 GF5 ABOVE 10 YEAR STORM PRE IT I 15 IF OGGPNIGY' STORIWDE51 CONTROL 6 TO BE 590WE OF Wr "
DEVELOPMENT DI5GHAR6E5 FROM TH15 51TE SEE STORM WATER QUANTITY STATEMENT BELOW. CERTIFICATE GATE F A6 NO W6 f5i6N V0JW PRIOR TO M5UANGf OF ANY OF OGGlPANGT'.
GOI~TTt~1CTION JO E: 5DR41NMAFU:A E AREA 1 115 AO;M5 _GLEWe YPES
U THE CONI OCM 5HRL SCA MU A PTFECp RIWTOHEM MIN THE Gm 501 501E TCYPE5 SANDY LOAM 640% SLOPES aco = (0,&5)(9•-7 IN/HRXI1.5 AG) = 595556 GFS
SI ~p aFy Im F NO "IE FBI*~ FBI*~ FNt6t dlAI1TY PM GeCcC G2 CECIL SANDY CLAY LOAM 6-10% 5LOPEr ~ 511E PMB 1 ~i'IPCIPIm 6ED AW ND TPE PgC H8D gr 5TkE7, 6kv - CHO= '78.51 - 4212 35.19 GF5 M TM p~
2) aE0ft AVA9W AIM* OF YW DMI NO F0I0 IISTAL SW" Cdfi Ch CHEKA.CLA SANDY LOAM
vevm AOGOADMS TO AFPI67W pW61O1P [WORM F1Alt 0452 CECIL SANDY CLAY LOAM 2-696 SLOPES EM0 EhERGENGY SPILLWAY: Q=G 'L*H"3/2 I~ T'M GV&1 I I I~LJIV./
3) ISTALFM901114 MY NOPEBMY(OJr- FTAfl1C10FORDAK MGG2 MADISON CLAY LOAM 6-1099 SLOPES RAW 4) ~0M D 6A4FEND vNE WM ~ vn" ~ " M6TNlID. W,02 MADISON CLAY LOAM 10-15W SLOPES 0=3.1013'01"3/2 = 40.3 CF-5 > 351,0 GF5 OKAY KATLR9 COMOL P LM
0) AsTp 'OPBF'Psvp 441; MME MADISON SANDY LOAM 15-35 SLOPE{
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111 10) CLM O'IE yKAt AS OMW Vr DISTANCE TO FLOOMAY: >2000 L.F. No At 1) MAL APPROVAI. OF MMTALLlMT'RMOPF OONAWL SY IGTIM35 ML W R MA)Oh11r1 AIJ OWABI~ OVA 40% AT POW9A" OF TIE 6RAOMM4 M"! OR AT WADE OF TIE FMAL MUM } O RVZATE OF OCaPAWY ( 4HRJNIW, *Vhe fR C045 LATR IN HATER9 ED ro / mr4mA . avow corral r+IS Aa pawosm. C/O K .LEY A. SYKES CENTER & ROVE Ptom 6ULRM COUNTY
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