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HomeMy WebLinkAbout35 Development Permit 328 Longmire Education Center--·. -num1c.c.t<ING COMPANY 7607 Eastmark Drive Suite 250 COLLEGE STATION, TEXAS 77840 PHONE (409) 693-1100 FAX (409) 693-1075 ATTpi:(ION ~IA-l RE : ----·- JOB NO. WE ARE SENDING YOU ~ Attached > 0 Under separate cover via _________ the following items: > COP IES 0 Shop drawings 0 Copy of letter DATE NO. z :zo b G -2 / 0 Pr in ts 0 Plans 0 Change order THESE ARE TRANSMITIED as c eked below: --..........ui For approval 0 For your use 0 As requested 0 Returned for corrections 0 Samples 0 Specifications 0 Resubmit ___ copies for approval 0 Submit copies for distribution 0 Return ___ corrected prints 0 For review and comment 0 ------------------------ 0 FOR BIDS DUE-----------19 __ _ 0 PRINTS RETURNED AFTER LOAN TO US REMARKS _______________________________________ _ SH-laL?u. T O CIA~, ACCOUN T NO ._____________ 3 80011 C /ITY()~) ~O~LL~STATION I I(} 3 19 q 0 $ L-~~-s~·-~Q~n~A1~~~µ~s __ ·~~~-RECEIVED OF {, ~ , 3( R AJ /Ji/iU FOR I Pa id by _ Ch~ash __ _ ------ . Docs fJ.-,,5 ~f.r_, UAJ1 w 1J1~ ll-- Ph 1 lli'pS Ml~ ~ rl A...,~ /-.re-~frf1' ..... ~. V>u0-th.t ~[/,~~ /;;--,,"' P!ZC ) y, h .. ck! W« s I l I lndvi1~ ~ ~ ~llrol/>t~ fhc t rnjv.,h~ rn"l.-1-c.r 0c)(:: .. 0-tftlY) ~ol S1-ze._ bit'\ Tht ft?i11ols~pc ff P111. '' DEVELOPMENT PERMIT PERMIT NO . 328 Longmire Education Center FOR AREAS OUTSIDE THE SPECIAL FLOOD HAZARD AREA RE : CHAPTER 13 OF THE COLLEGE STATION CITY CODE SITE LEGAL DESCRIPTION: Lots 118-120, Block 9, Southwood Valley 5-A SITE ADDRESS: 2718 Longmire OWNER: Wallace Phillips W . S . Phillips Construction, Inc . 3 109 Westchester College Station, Texas 77845 DRAINAGE BASIN: Bee Creek Tributary "A", Channel II TYPE OF DEVELOPMENT: This permit is valid for site construction according to approved Civil plans . Contractor shall prevent silt and debris from leaving the site in accordance with the City of College Station Drainage Policy and Design Criteria. Owner and/or contractor shall be responsible for any damage to existing city streets or infrastructure due to heavy machinery and/or equipment. In accordance with Chapter 13 of the Code of Ordinances of the City of College Station, measures shall be taken to insure that debris from construction, erosion, and sedimentation shall not be deposited in city streets, or existing drainage facilities . I hereby grant this permit for development of an area outside the special flood hazard area . All development shall be in accordance with the plans and specifications submitted to and approved by the City Engineer in the development permit application for the above named project and all of the codes and ordinances of the City of College Station that apply . Dat /hv9-tr <;'~~ Administrator/Representative '(_j ~/du__r-~ Owner d&~fP.P~ Contractor Dat e ' D(t e Figure XII Development Permit City of College Station, Texas ~T~c;>C)o t/~u...61 ~C..TLP,.., '5·-A- SiteLegalDescription: ~ ~€2 ll£21 ll9 n L7.o ( _ f3U ~ c, TT r.,eb:e oc Site Owner: _lJb<..L.Act; ~(( µ FS Address: $uq Utf1T~(QJ... C.S. f)<. [7~ ~ Telephone:t;y!a "'16~,, Architect/ LL _ ~ r Address :lldl1 ~1M#>l214 Su.'Zb3-t3 Engineer : Q!'Slbf\... ~~r-33 \....cTelephoneN0 :44 ~ -qoa Contractor: Address : --------·------ Telephone No : ---------- Date Application Filed: L -/9. -fltla Approved:----------- Application is hereby made for the following development specific waterway alterations: t¥k 0 Application Fee . -ED Signed Certifications -lil Drainage and erosion control plan, with supporting Drainage Report two (2) copies each . ~ Site and Construction Plans, with supp.orting Drainage Report two (2) copies each . 0 Other: ~---------------------------- ACKNOWLEDGMENTS: I, MA~ b . ~f,]2.. , design engineer, hereby acknowledge or affirm that: The information and conclusions contained in the above plans and supponing documents comply with the current requirements of the City of College Station, Texas City Code, Chapter 13 and its associated Drainage Policy and Design Standards . As a condition of approval of this permit application, I agree to construct the improvements proposed in this application according to these documents and the requirements of Chapter 13 of the College Station City Code. Property Owner(s) Contractor Figure XII Continued CERTIFICATIONS: (for proposed alterations within designated flood hazard areas .) A. I, l«,~ G. tlts,'D9J.-:,certify that any nonresidential structure on or proposed to be on this site as part of this application is designated to prevent damage to the structure or its s t of flooding from the l 00 year storm . B. I, certify that the finished floor elevation of the lowest floor, including any basement, of any residential structure, proposed as part of this application is at or above the base flood elevation established in the latest Federal Insurance Administration Flood Hazard Study and maps, as amended . Engineer Date C. r ,M~ b • ~!e7l----; certify that the alterations or development covered by this permit shall not diministh(; flood-carrying capacity of the waterway adjoining or crossing this permitted site and that such alterations or development are consistent with requirements of the City of Colle tation City Code, Chapter 13 concerning encroachments of flood ways and of floo ay fring s. & D~ I, l{!~ G· fW,7,;;n.._ , do certify that the proposed alterations do not raise the level of the 100 year fl above elevation established in the latest Federal Insurance Administration Floo Hazard udy. Date Conditions or comments as part of approval :------------------- In accordance with Chapter 13 of the Code of Ordinances of the City of College Station, measures shall be taken to insure that debris from construction, erosion, and sedimentation shall not be deposited in city streets, or existing drainage facilities. I hereby grant this permit for development. All development shall be in accordance with the plans and specifications submitted to and approved by the City Engineer for the above named project. All of the applicable codes and ordinances of the City of College Station shall apply . > > HESTER ENGINEERING COMPANY 7607 Eastmark Drive Suite 250 COLLEGE STATION, TEXAS 77840 PHONE (409) 693-1100 FAX (409) 693-1075 JOB NO. WE ARE SENDING YOU ~ Attached D Under separate cover via _________ the following items : C OPIES D Shop drawings D Copy of letter DAT E D Pr ints D Change order NO. D Plans D Samples D Specifications DESCRIPTION THESE ARE TRANSMITIED as checked below: D For approval D For your use D As requested D Approved as submitted D Approved as noted D Returned for corrections D Resubmit ___ copies for approval D Subm it ____ copies for distribution D Return ___ corrected prints D For review and comment D ------------------------ D FOR BIDS DUE----------19 __ _ D PRINTS RETURNED AFTER LOAN TO US REMARKS _______________________________________ _ kSA--P bf.JO CD..Lfl.._ ( vt.uc DDP u nlliu. UJ1--flJ(.; <;.Cff= ~ c 1co Ckcff-l>T 1?~\ Tc:AL, Ci~ fH-c<; > > HESTER ENGINEERING COMPANY 7607 Eastma rk Drive Suite 250 COLLEGE STATION, TEXAS 77840 PHONE (409) 693-1100 FAX (409) 693-1075 WE ARE SENDING YOU "'eJ Attached D Under separate cover via __________ the following items : COPIES D Shop drawings D Copy of letter DAT E NO. D Prints D Plans D Change order D THESE ARE TRANSMITIED as checked below: D For approval D For your use D As requested D Approved as submitted D Approved as noted D Returned for corrections D Samples D Specifications DESCRIPTION D Resubmit ____ copies for approval D Submit ____ copies for distribution D Return ___ corrected prints ~ For review and comment D -------------------------- D FOR BIDS DUE-----------19 __ _ D PRINTS RETURNED AFTER LOAN TO US REMARKS __________________________________________ _ ff1= ])DP CO PY TO ___________________ _ DRAINAGE REPORT FOR LONGMIRE EDUCATION CENTER 2718 LONGMIRE DRIVE Hester Engineering comyany 7607 Eastmark Drive, suite 253-B college station, TX 77840 (409)693-1100 :(409)693-1075 CERTIFICATION I hereby certify that this report and accompanying drainage plan for the drainage design was prepared by me in accordance with the provisions of the Cities Drainage Policy and Design Standards for the owners thereof. ~-''''' By ---~OF 7". \\ ;-<.. ~ ••••••••• ~.J .... _, l .... c:, •••• * .... ,....,,_ .. ,,, • ~· ... !JI , , . • * 1 ""*' '*"" t······ ..... ·····················lf: ~ MICHAEL G. HESTER l l ................................... -~ l-0 \ 69~ /.<:r::J ~.e~··.~ I 04 ,.,Q, ~""" Vj ;..('"•~"" ~n._v,~-_,, i.a ~ ··~'Si,._~.·· -v-_. ,,,.s.s, ....... ··~~\:,: \' ONAL '(,.,--''"'-"'"- Engineer No. 69104 LONGMIRE EDUCATION CENTER -CERTIFICATION TABLE OF CONTENTS DRAINAGE ANALYSIS INTRODUCTION EXISTING DRAINAGE BASIN DESCRIPTION PROPOSED DRAINAGE DRAINAGE FACILITY DESIGN CONCLUSION DRAINAGE MAPS PREDEVELOPMENT CONDITIONS POSTDEVELOPMENT CONDITIONS THYSYS ANALYSIS OF CREEK LONGMIRE EDUCATION CENTER -TABLE OF CONTENTS INTRODUCTION: DRAINAGE ANALYSIS LONGMIRE EDUCATION CENTER 2718 LONGMIRE DRIVE COLLEGE STATION, TX JANUARY, 1996 The proposed development is located along the 2700 block of Longmire Drive. The legal description is Southwood Valley Section 5-A, Block 9, Lots 118, 119 & 120. The proposed development includes a 4960 square foot building, parking area and associated infrastructure. The drainage area consists of 0.73 acres of grassland with numerous trees. The terrain slopes with an average grade of approximately O. 5% in a westerly direction toward an existing channel. The latest Flood Insurance Rate Maps show that no portion of the lot is in the regulatory 100-year flood plain. The site is zoned C-N and is being developed by Wallace Phillips, W.S. Phillips Construction, Inc., 3109 Westchester Drive, College Station, TX 77 845, (4 09) 693 -7 83 0. EXISTING DRAINAGE BASIN DESCRIPTION: The runoff from the O. 73 acre site is managed within the boundaries of the site which sheet flows in a westerly direction toward the existing channel. Once the sheetflow reaches the channel the water travels approximately 350 feet along the channel to a primary channel Bee Creek Tributary 11 A11 • The peripheral water along the south side of the site is routed toward the channel by an existing private driveway. The peripheral water along the east side of the tract is handled by Longmire Drive. LONGMIRE EDUCATION CENTER PAGE 1 OF 2 PAGES The existing channel along the west side of the tract has a drainage area of approximately 101 acres including the Longmire Education Center. A TXDOT Thysys open channel single section analysis showed that the channel is of sufficient size to carry the required drainage from the 101 acres and the water surface elevation is controlled by the tail water from the primary channel. PROPOSED DRAINAGE: The proposed design will route the runoff along a driveway and onto a concrete flum~ which will discharge into the existing channel. Detention is not planned for the site because the runoff generated ·by the improvements will not significantly increase the level of the downstream water surf ace due to the wide flood plain of the primary channel. The Base Flood Elevation (BFE) is 266 .00 at the primary channel and the lowest elevation on the improved site is 266.66. DRAINAGE FACILITY DESIGN: Predevelopment discharges for the 2, 5, 10, 25 and 100 year storms were determined using the Haestead Methods Quick TR-55 rational method for computing runoff hydrographs. Detailed calculations are contained in PREDEVELOPMENT CONDITIONS. Post-development discharges were determined utilizing the same hydrography methodology. Detailed calculations are contained in POSTDEVELOPMENT CONDITIONS. CONCLUSION: This project is in compliance with the City's Stormwater Design Standards. LONGMIRE EDUCATION CENTER PAGE 2 OF 2 PAGES DRAINAGE MAPS LONGMIRE EDUCATION CENTER KfY M/>f lONCiMIRf f t7UCA110N Cf Nff R 2718 lONCiMIRf tlRIVf COllf ae 51 A110NJ fX 71840 JANUARY, 199 6 PRE:P AREi? BY: H85ffR 8NulN88RINu COMP ANY 16018A51MARK !?RIV8, 5Ulfe 2??-B COL-L-~u~ 51 AllON , IX 11840 ( 409) 69?-1100 fx:C 409) 69?-101? SCALE: ~ 1"=40 ' ~ r --> CLt:Xl::5TIN6CtlfNNt:L ~ ------· --·· 1 00 Y EAR FLOO D PLA IN E L EV. PE R F .E .M.A. MAP S (E L EVAT ION 266.00) AT BE E CREEK TR I S . A 266- FKOF0::5t:O KIFKN' ., 70'0Kt'JN/'6t:,UTIUTYi/CCt:::5::5KOW. A ND L O N GM I R E B R IDG E . ·-·-·-· -'C ,. PROPO:::>t::D /f1Pt::RV!OU:::> Z'.5:!>1". r ,/ PROPO:::::>t::D lf1Pt::RVIOU~ 16619:::>.F'. ,/ ,/ ,/ ,. ,/ ,/ PROPO:::>t::D rwnr:: ·-I -; I ) / ,,? / \ ror Ill. /\RC/I or :::>trr::: ::>!806 :::>r.<0.1::> /IC..> 5!rE DR .A/N.A6E .ARE.A PERV/OU5-V5-lnP ERV'/OU5 1-0NGn!RE EDUC.AT/ON CENTER J/INUN<'Y, 1996 PRt::Dt:Vt::WPf1t::N°r: ::>O::>O::> ~!". • O.:> !'.50::> ~.!" .• 0 .9 Po:::>ror::vr::wn-rr::wr, 17767 ~r .• 0 .9 /"10::>9 ~r. • O.:> PR'LP l'tRLD f)Y: ffe5reRCN6/NeeR'/N6COHPNVY 1607 e/'e>TH/tR!( DR/Ve, 5Urre Z-:>:>-f) COi...J.L6L 5r 14.rtON, rx I/EMO (4-07)69:;-l!OO (x:(4-07J<b9:>-!0I':> / I ( ' ' \ \ ,. " .... '---"O 0 z t-----l l"r__.__----Jg LONGMIRE DR 31 ' ;o (/) ---.---1------J8r-------"l.-------J~i---+--+--+--+--+----~~l---t-~ z \ }> }> 1--+--J 0 0 ~t---t-~ ;o ;o ~ SCALE : 1"=500' ~~ eus1NESS 6 Bus1NE:ss t?RAJNf\l1~ AR~A fV\NJ HW y 6 l0Nl1Mlt<f ~t?UCA110N C~NIER 2118 lONliMIRf t?RIV~ COll~a~ 51 A110N, fX JA]\.Jl!ARY, 1996 TOTAL ACRES: 101 ptXp11tXn r?.y RESIDENT/AL : 57@0 .9 I'./.-l"N-V V : coM MERC IAL: 44@0 .5 H~5teR ~NU1N~~R1Na cONf PNY 1601 ~A5fMN<K t?Rl\/e, 5Ulfe 2?:?-1? COL.l-~a 51 AflON, 1X 77840 ( 409) 69?-1??0 fr: ( 409) 69?-101? SITE PLAN IL<CDN<GH~1IIIIR?JE lEJID1IJ<CA'Il'II<CDN <ClEN'lrlE~ 271 8 LONGMI RE DRIVE COillGE STATION . TEXAS v MIC HAE L G. HESTER. P.E. I I~ I I ,) i ~ I i I ! I I \ . \. HESTER EN GI NE ERI NG CO M P~Y 1-+---------4---1 7607 EASTM ARI< O RI~. SUITE 2~0 COl..LECE STATION. TtXAS 778 40 (409) 69:1-1100 l>d409) 69J-10751-+-----------4---1 ~WftlON-·--·~~K~ACCIATloM,)[, oeTM<C OT llOO "· __. -AT H.l. _... _.., .-.t."I a ... C.'S -.... -~n.T9'ICllOll'Ttfl~l'Ul'.onc-1t _.o.rroreurll:l't .. '""""ON°""°'"'~ lYPICAL COMBINED CONCRETE sou"""'°°°v.ou.n SCC'T'IOll 1-... l~ .. !t _.....-CURB & GUTTER SECTION TYPICAL MONOLITHIC CURB ---/~ f'l'P(•tr0t,AltSION.OOITS rr~~f~:~~F~ FUMC •r=-... ,. [....,.--~ I l~~nlll[ ...... Ol'UHfAlNOl'ITICAS1 c-•or-flTf. 111.EV • .tl':J.7• ~~-~= "ltOP'Oloat D.f'W.TllON • IXISTINOD.l;\llll.T1CIN • 4' FOOT WIDE CONCRETE FLUME SILT FENCE SEDIMENT CONTROL GENER.AL NOTES: MISC£LLANEOUS: .. ., "~"T -."OUIPM[Nt OJI STOCK ~0 0" o.M.TC-L --L 8[ Al.J..OW[O Wln.llN lMC: OJtl~IMC or fMI[ "''-•NINC Tllt<D. CONnv.cTOfll 1'""""-L ICl::C,. AU. 1'0'""""'•'111 Q.<.NI 0,. .....,0 "'""° DC-IS AT ALL "1 ... CS. IN ,o.u.. -T-CCS ..: .. C1'1'11 T~ VIY'l:Jlll 00'" ~ -Tit--'°" TOec;!tNNNO ,.llL.. ~ 9'w.&.. ~ ,.Oii' [S'!AIUSHm M(M.IW'f' ""°""'o (l(Nf;otS, T..C co-I~ SHALL CONT-..._L SC:DI ........ "'OU -I: coNSmUC'TION AC'TMflCS ON srni: 8V 'n-11: VSI[ or MAV l!IALU 0111 SC:OIMU(TATION r'VC-INO. Al.L MUD 0101 CK-I OltPOSl~O IN NI[ l"'l[C"fS AS A •l:SUl.T or lill:COMINQ SCPAlllAU:D rJtOM vt:MtC\.CS 0A CQUIPWCNT LU.Vll'tC Tt-tt; SlfC IH'"'-1.. ltt; lllCMOYltO "'°"' THC IT~C't IMMCOIAft:l.T. nc CONTRM:TO" Sl-W.L ., 1u:sPoONSt8l.I: ,.OJI lfll[MCJVNO AU.. SltDIUl[MT eoHT'ftOO. OCV.C:llS ~" TMt: COMS .... UCT10H IS COM"~ At>CI TI-IC: ,.UINTll:O AlltCAS "'11.V( l!lt:CN ITAl!Jll..IZll::O. M..L SCU:ct Fill. AHO COMPACTKIN SH-'ll llC P\JICCO AHO COMPAICl"[O TO ~ =~~TIONS Sl.t.lCO IN ft<!: ar;xrn:c:-.cM. lft:POfl!T PltOVIDl!:O ST LEGEND T -----m--.-----e ~ ffEE=5·-·j { .:.:71,,.-~l~{~r.~ ~•~ -OCT~C OF MaAI. PL•COl: Kf:YWAY --~ ~~ t ... ~M; So*M'l:DOlll ro<!tollO.-. """""°'., .... ~ ~ .. ~~·•tr'~ .. ~, f -,-. -,-3 < ~-• -,, < .. < • .;;;:!..~ TYPE ·• f5' DUMMY JOINT ~-..ciwx;: J/f/'~~-::+n... USECM.TWMCMClll.illl~ I - -;r ~ lYPE "G" EXPANSION 1' )'JM &: CONSTRUCTION JOINT ~:=-=::c~~·;,.:yc.-... CDIT!:,.,..N[ C1r S'J'lllCCT .. /WDllOIT .. -0C CH.1.£0 fOlll ~~~~~----------, TYPE "D" LONGITUDINAL JOINT ~5~~~ PAVEMENT DETAIL IKletr II-!COW'"°") ~Oii~~ ~(lJS.'J.) ROCK RIPRAP DETAIL GENERAL NOTES: CONCRCT£: H.L~COftNlllSONSTltVCf\lltCSStW.1.KO-rt:lall/•". ~IO'°"°""'°Slm..SKl\U..K"'-"CU>""'™Tl'CCOl'ftl!Qr™C: ours«l.ATl1tor-~ ritOWT>C-.-.octO"nc~ M.1..9~•~KllVICm90ASTO~A .. _ ~ ~~ .. ci:.~o7'~AC~:r~• _,, M..L ~ -"-~ 9tVIU. K CONS~ USING ~-MCISSACl<S~C:OIO<'l'l'Ota..cYiU0-4 ~ ::te-00.Y ~ Sllt<NCTW OT .KIOO-. H.l.~llC'l.C\1'"9-oun'l:l!IMO"--lO'IS SHAU. IK COH$T1ll\.IC1UI US.Cl CONCfl:Cl!: .._ o S.tO(S or C&lll:lfY ~ CUlllC TAllO -A _..,,. JS MT --.....: Slltl:HOTW Of' •000 --ltCIOroftCCMCNT f<Jf' SIOCWN.llS~OON51Sl'MlllO.J-ON 11 INCN C%NTt:ftS !fl 901" 0..(CTQfS. AU COOfSUVCnoN 9"W..I. -IN~ .. TM 11tt: cnv or oou.coc: ST"'"°"' s•~o Pletnea..,_ ro1t lnttU OCllft~ ~ CJnC-.: UAl'tD ... TIC~ OOC\I"~ Oii ON T>C -·· 9ID ~"""-'-..cu« COS'l'S""' "'-NCIOOl'lllt,. ~ De.W•l"l -0 ~ lll..l. SAT\.l!Vo'lal -.Ji -TO ~HT Q&IJM<r'Ll.-TC-.CltCOHCfta'(. -· ~~ ... ~.~m"-:n?'~~ TYPICAL JOINT LAYOUT ANO REINFORCEMENT DETAILS ~~~~WT~~ C~ll: ,,._ --n"T ..CVU.Y -l'••--l(IN[ ,'llrllt Q.o.:t -WICK.<a.~-n'·-11,,.. ~T~-~:;L;H=~ _ ,. ... _, >-~ ~~ ~ ::::IE N~~ , c:> WIDlll> ~ L.'> ~;:::--.. c..::> "'~~ ~ffi ~~; tl'tL...LJ Cl. ~~~~~ ciCS g~t ci~~;~ ~(./) "'g°' ~L&...J ~ ~ ::1::c:,.. ..... Ii~~~ t=i f!l~z ~l'.-.Q;O ""'"' ~ ;z:~~ ~~~;;;~ ~§l'::H~g d~ u z ::: "' 5 < ~ l:'i u a. <• ... 1., . w ()R~~ <.:> z.;"5 <{ 5~~u z ... -<( "'~s~ ll'. /;;~~~ 0 :J-:::>m ~.;m . ~ -oz o-o::o o..,o~ <.:> ~l5~~ z ~J< 0 ~oi5~ <{ "'~ "' ll'. 8 :J <.:> ~ 8 !1·1:1~~ n~ ~nse \I egetati ;_9 I )( I PREDEVELOPMENT CONDITIONS LONGMIRE EDUCATION CENTER Quick TR-55 Ver.5.44 Executed: 14:44:05 S/N:1315430080 01-12-1996 LONGMIRE EDUCATION CENTER PREDEVELOPMENT CONDITIONS * * * * * * SUMMARY OF RATIONAL METHOD PEAK DISCHARGES * * * * * * Q = adj * C * I * A Where: Q=cfs, C=Weighted Runoff Coefficient, I=in/hour, A=acres adj = 'C' adjustment factor for each return frequency Subarea Descr. Runoff 'C' PERVIOUS 0.300 IMPERVIOUS 0.900 Area acres 0.70 0.03 Tc (min) Wtd. IC' 10.00 0.325 RETURN FREQUENCY = 2 years 'C' adjustment, k = 1 Adj. 'C' = Wtd.'C' x 1 ========================= ======== Adj. I 'C' in/hr 0.325 6.300 Total acres 0.73 Peak Q (cfs) 1.49 Quick TR-55 Ver.5.44 Executed: 14:44:05 S/N:1315430080 01-12-1996 LONGMIRE EDUCATION CENTER PREDEVELOPMENT CONDITIONS * * * * * * SUMMARY OF RATIONAL METHOD PEAK DISCHARGES * * * * * * Q = adj * C * I * A Where : Q=cfs, C=Weighted Runoff Coefficient, !=in/hour, A=acres adj = 'C' adjustment factor for each return frequency RETURN FREQUENCY = 5 years 'C' adjustment, k = 1 Adj. 'C' = Wtd.'C' x 1 ========================= ======== Subarea Descr. Runoff I c I Area acres PERVIOUS 0.300 0.70 IMPERVIOUS 0.900 0.03 Tc (min) Wtd. IC' 10.00 0.325 Adj. I 'C' in/hr 0.325 7.690 Total acres 0.73 Peak Q (cfs) 1. 82 Quick TR-55 Ver.5.44 Executed: 14:44:05 S/N:l315430080 01-12-1996 LONGMIRE EDUCATION CENTER PREDEVELOPMENT CONDITIONS * * * * * * SUMMARY OF RATIONAL METHOD PEAK DISCHARGES * * * * * * Q = adj * C * I * A Where: Q=cfs, C=Weighted Runoff Coefficient, I=in/hour, A=acres adj = 'C' adjustment factor for each return frequency Subarea Descr. Runoff IC' PERVIOUS 0.300 IMPERVIOUS 0.900 Area acres 0.70 0.03 Tc (min) Wtd. IC' 10.00 0.325 RETURN FREQUENCY = 10 years 'C' adjustment, k = 1 Adj. 'C' = Wtd.'C' x 1 ========================= ======== Adj. I 'C' in/hr 0.325 8.630 Total acres 0.73 Peak Q (cfs) 2.05 Quick TR-55 Ver.5.44 Executed: 14:44:05 S/N:1315430080 01-12-1996 LONGMIRE EDUCATION CENTER PREDEVELOPMENT CONDITIONS * * * * * * SUMMARY OF RATIONAL METHOD PEAK DISCHARGES * * * * * * Q = adj * C * I * A Where: Q=cfs, C=Weighted Runoff Coefficient, I=in/hour, A=acres adj = 'C' adjustment factor for each return frequency Subarea Descr. Runoff I c I PERVIOUS 0.300 IMPERVIOUS 0.900 Area acres 0.70 0.03 Tc (min) Wtd. IC' 10.00 0 .325 RETURN FREQUENCY = 25 years 'C' adjustment, k = 1 Adj. 'C' = Wtd.'C' x 1 ========================= ======== Adj. I 'C' in/hr 0.325 9.860 Total acres 0.73 Peak Q (cfs) 2.34 Quick TR-55 Ver.5.44 Executed: 14:44:05 S/N:l315430080 01-12-1996 LONGMIRE EDUCATION CENTER PREDEVELOPMENT CONDITIONS * * * * * * SUMMARY OF RATIONAL METHOD PEAK DISCHARGES * * * * * * Q = adj * C * I * A Where: Q=cfs, C=Weighted Runoff Coefficient, I=in/hour, A=acres adj = 'C' adjustment factor for each return frequency Subarea Descr. Runoff 'C' PERVIOUS 0.300 IMPERVIOUS 0.900 Area acres 0.70 0.03 Tc (min) Wtd. 'C' 10.00 0.325 RETURN FREQUENCY = 100 years 'C' adjustment, k = 1 Adj. 'C' = Wtd.'C' x 1 ========================= ======== Adj. I 'C' in/hr 0.325 11.640 Total acres 0.73 Peak Q (cfs) 2.76 POSTDEVELOPMENT CONDITIONS LONGMIRE EDUCATION CENTER Quick TR-55 Ver.5.44 Executed: 14:46:27 S/N:l315430080 01-12-1996 LONGMIRE EDUCATION CENTER POSTDEVELOPMENT CONDITIONS * * * * * * SUMMARY OF RATIONAL METHOD PEAK DISCHARGES * * * * * * Q = adj * C * I * A Where: Q=cfs, C=Weighted Runoff Coefficient, I=in/hour, A=acres adj = 'C' adjustment factor for each return frequency RETURN FREQUENCY = 2 years 'C' adjustment, k = 1 Adj. 'C' = Wtd.'C' x 1 ========================= ======== Subarea Descr. Runoff IC' Area acres PERVIOUS 0.300 0.32 IMPERVIOUS 0.900 0.41 Tc (min) Wtd. IC' 10.00 0.637 Adj. I 'C' in/hr 0.637 6.300 Total acres 0.73 Peak Q (cf s) 2.93 Quick TR-55 Ver.5.44 Executed: 14:46:27 S/N:l315430080 01-12-1996 LONGMIRE EDUCATION CENTER POSTDEVELOPMENT CONDITIONS * * * * * * SUMMARY OF RATIONAL METHOD PEAK DISCHARGES * * * * * * Q = adj * C * I * A Where: Q=cfs, C=Weighted Runoff Coefficient, I=in/hour, A=acres adj = 'C' adjustment factor for each return frequency Subarea Descr. Runoff IC I PERVIOUS 0.300 IMPERVIOUS 0.900 Area acres 0.32 0.41 Tc (min) Wtd. 'C' 10.00 0.637 RETURN FREQUENCY = 5 years 'C' adjustment, k = 1 Adj. 'C' = Wtd.'C' x 1 ========================= ======== Adj. I 'C' in/hr 0.637 7.690 Total acres 0.73 Peak Q (cf s) 3.58 Quick TR-55 Ver.5.44 Executed: 14:46:27 S/N:1315430080 01-12-1996 LONGMIRE EDUCATION CENTER POSTDEVELOPMENT CONDITIONS * * * * * * SUMMARY OF RATIONAL METHOD PEAK DISCHARGES * * * * * * Q = adj * C * I * A Where: Q=cfs, C=Weighted Runoff Coefficient, I=in/hour, A=acres adj = 'C' adjustment factor for each return frequency Subarea Descr. Runoff IC I PERVIOUS 0.300 IMPERVIOUS 0.900 Area acres 0.32 0.41 Tc (min) Wtd. 'C' 10.00 0.637 RETURN FREQUENCY = 10 years 'C' adjustment, k = 1 Adj. 'C' = Wtd .'C' x 1 ========================= ======== Adj. I 'C' in/hr 0.637 8.630 Total acres 0.73 Peak Q (cf s) 4.01 Quick TR-55 Ver.5.44 Executed: 14:46:27 S/N:1315430080 01-12-1996 LONGMIRE EDUCATION CENTER POSTDEVELOPMENT CONDITIONS * * * * * * SUMMARY OF RATIONAL METHOD PEAK DISCHARGES * * * * * * Q = adj * C * I * A Where: Q=cfs, C=Weighted Runoff Coefficient, I=in/hour, A=acres adj = 'C' adjustment factor for each return frequency Subarea Descr. Runoff IC I PERVIOUS 0.300 IMPERVIOUS 0.900 Area acres 0 .32 0.41 Tc (min) Wtd. 'C' 10.00 0 .637 RETURN FREQUENCY = 25 years 'C' adjustment, k = 1 Adj. 'C' = Wtd.'C' x 1 ========================= ======== Adj. I 'C' in/hr 0.637 9.860 Total acres 0.73 Peak Q (cfs) 4.58 Quick TR-55 Ver.5.44 Executed: 14:46:27 S/N:1315430080 01-12-1996 LONGMIRE EDUCATION CENTER POSTDEVELOPMENT CONDITIONS * * * * * * SUMMARY OF RATIONAL METHOD PEAK DISCHARGES * * * * * * Q = adj * C * I * A Where: Q=cfs, C=Weighted Runoff Coefficient, I=in/hour, A=acres adj = 'C' adjustment factor for each return frequency Subarea Descr. Runoff 'C' PERVIOUS 0.300 IMPERVIOUS 0.900 Area acres 0.32 0.41 Tc (min) Wtd. IC' 10.00 0.637 RETURN FREQUENCY = 100 years 'C' adjustment, k = 1 Adj. 'C' = Wtd.'C' x 1 ========================= ======== Adj. I 'C' in/hr 0.637 11.640 Total acres 0.73 Peak Q (cfs) 5 .41 Quick TR-55 Ver.5.44 Executed: 14:57:35 S/N:l315430080 01-12-1996 LONGMIRE EDUCATION CENTER TOTAL DRAINAGE AREA RUNOFF CALCULATIONS * * * * * * SUMMARY OF RATIONAL METHOD PEAK DISCHARGES * * * * * * Q = adj * C * I * A Where: Q=cfs, C=Weighted Runoff Coefficient, !=in/hour, A=acres adj = 'C' adjustment factor for each return frequency Subarea Descr. Runoff , c, RESIDENTIAL 0.500 COMMERCIAL 0.900 Area acres 57.00 44.00 Tc (min) Wtd. , C' 99.00 0.674 RETURN FREQUENCY = 2 years 'C' adjustment, k = 1 Adj. 'C' = Wtd.'C' x 1 ========================= ======== Adj. I 'C' in/hr Total acres 0.674 1. 615 101. 00 Peak Q (cf s) 109.98 Quick TR-55 Ver.5.44 Executed: 14:57:35 S/N:1315430080 01-12-1996 LONGMIRE EDUCATION CENTER TOTAL DRAINAGE AREA RUNOFF CALCULATIONS * * * * * * SUMMARY OF RATIONAL METHOD PEAK DISCHARGES * * * * * * Q = adj * C * I * A Where: Q=cfs, C=Weighted Runoff Coefficient, I=in/hour, A=acres adj = 'C' adjustment factor for each return frequency Subarea Descr. Runoff IC' RESIDENTIAL 0.500 COMMERCIAL 0.900 Area acres 57.00 44.00 Tc (min) Wtd. IC I 99.00 0.674 RETURN FREQUENCY = 5 years 'C' adjustment, k = 1 Adj. 'C' = Wtd.'C' x 1 ========================= ======== Adj. I 'C' in/hr Total acres 0.674 2.068 101.00 Peak Q (cf s) 140.80 Quick TR-55 Ver.5.44 S/N:1315430080 Executed: 14:57:35 01-12-1996 LONGMIRE EDUCATION CENTER TOTAL DRAINAGE AREA RUNOFF CALCULATIONS * * * * * * SUMMARY OF RATIONAL METHOD PEAK DISCHARGES * * * * * * Q = adj * C * I * A Where: Q=cfs, C=Weighted Runoff Coefficient, I=in/hour, A=acres adj = 'C' adjustment factor for each return frequency Subarea Descr. Runoff IC' RESIDENTIAL 0.500 COMMERCIAL 0.900 Area acres 57.00 44.00 Tc (min) Wtd. 'C' 99.00 0.674 RETURN FREQUENCY = 10 years 'C' adjustment, k = 1 Adj. 'C' = Wtd .'C' x 1 ========================= ======== Adj. I 'C' in/hr Total acres 0.674 2.413 101.00 Peak Q (cf s) 164 .33 Quick TR-55 Ver.5.44 Executed: 14:57:35 S/N:1315430080 01-12-1996 LONGMIRE EDUCATION CENTER TOTAL DRAINAGE AREA RUNOFF CALCULATIONS * * * * * * SUMMARY OF RATIONAL METHOD PEAK DISCHARGES * * * * * * Q = adj * C * I * A Where: Q=cfs, C=Weighted Runoff Coefficient, I=in/hour, A=acres adj = 'C' adjustment factor for each return frequency Subarea Descr. Runoff IC' RESIDENTIAL 0.500 COMMERCIAL 0.900 Area acres 57.00 44.00 Tc (min) Wtd. 'C' 99.00 0.674 RETURN FREQUENCY = 25 years 'C' adjustment, k = 1 Adj. 'C' = Wtd.'C' x 1 ========================= ======== Adj. I 'C' in/hr Total acres 0.674 2. 783 101. 00 Peak Q (cfs) 189.52 Quick TR-55 Ver.5.44 Executed: 14:57:35 S/N:1315430080 01-12-1996 LONGMIRE EDUCATION CENTER TOTAL DRAINAGE AREA RUNOFF CALCULATIONS * * * * * * SUMMARY OF RATIONAL METHOD PEAK DISCHARGES * * * * * * Q = adj * C * I * A Where: Q=cfs, C=Weighted Runoff Coefficient, I=in/hour, A=acres adj = 'C' adjustment factor for each return frequency Subarea Descr. Runoff 'C' RESIDENTIAL 0.500 COMMERCIAL 0.900 Area acres 57.00 44.00 Tc (min) Wtd. I c I 99.00 0.674 RETURN FREQUENCY = 100 years 'C' adjustment, k = 1 Adj. 'C' = Wtd.'C' x 1 ========================= ======== Adj. I 'C' in/hr Total acres 0.674 3.363 101.00 Peak Q (cfs) 229 .05 THY SYS LONGMIRE EDUCATION CENTER * * * ******************************************************************************* THYSYS * THYSYS S/N TEXAS HYDRAULIC SYSTEM * HMVersion 3.31 * * Date 1/19/96 * TEXAS DEPARTMENT OF HIGHWAYS * Time 15:52:48 * AND * Input file long.THY * PUBLIC TRANSPORTATION *Output file long.out * * * * * ******************************************************************************* xxxxxxx x x x x xxxxx x x xxxxx x x x x x x x x x x x x x x x x x x x x x x x xxxxxxx x x x x x x x xxxxx x x x x x x x x x x x x x x x xxxxx x xxxxx ··········································· ........................................... ··········································· ............................................ Full Microcomputer Implementation by Haestad Methods, Inc. ::::::::::::::::::::::::::::::::::::::::::: ::::::::::::::::::::::::::::::::::::::::::: x x x 37 Brookside Road * Waterbury, Connecticut 06708 * (203) 755-1666 * PTHYSYS ATE: TEXAS DEPARTMENT OF HIGHWAYS AND PUBLIC TRANSPORTATION TEXAS HYDRAULIC SYSTEM -221108 1/19/96 TIME: 15:52:48 THYSYS ******************************* * * * THY SYS * * * * TEXAS HYDRAULICS SYSTEM * * * ******************************* VER 2.3 JAN 89 PT HY SYS ATE: TEXAS DEPARTMENT OF HIGHWAYS AND PUBLIC TRANSPORTATION TEXAS HYDRAULIC SYSTEM -221108 1/19/96 TIME: 15:52:48 LONGMIRE EDUCATION CENTER CROSS SECTION TO DETERMINE WATER SURFACE ELEVATION $ THYSYS HYDRA DA= 101ACRES Q & FREQ= 109.98 2 229.05 100 NE SECT SLOPE .015 SECT 1@ 1000 WATELiil STA 1000 ATERWAY W.S. ELEV W.S. ELEV !NCR ELEV SECX 1 x 0 y 267.00 x 6.88 y 266.00 x 13.92 y 262.44 ECX x 17.89 y 261.64 x 20.90 y 261 .91 x 26.90 y 265.24 ECX x 44.5 y 267.73 x y x y SECN x 0 x 44.5 N= 0.02 266.00 N= 0.06 NDATA DNSTM VER 2.3 JAN 89 PTHYSYS ATE: TEXAS DEPARTMENT OF HIGHWAYS AND PUBLIC TRANSPORTATION TEXAS HYDRAULIC SYSTEM -221108 1/19/96 TIME: 15:52:49 THY SYS SECTION SPECIFICATIONS FOR SECTION 1 AT STATION 1000.00 DRAINAGE AREA RATIO 1.000 COORDINATE INFORMATION x y .00 267.00 6.88 266.00 13.92 262.44 17.89 261.64 20.90 261.9\ 26.90 265.24 44.50 267.73 'N' VALUE INFORMATION FROM X TO X 'N' BELOW ELEVATION 'N' ABOVE .00 44.50 .020 266.00 .060 VER 2.3 JAN 89 PTHYSYS ATE: TEXAS DEPARTMENT OF HIGHWAYS AND PUBLIC TRANSPORTATION TEXAS HYDRAULIC SYSTEM -221108 1/19/96 TIME: 15:52:49 THY SYS RESULTS OF ONE SECTION METHOD CALCULATIONS WATERWAY OUTPUT OPTION ORIGINAL SECTION IS 1 ORIGINAL STATION IS 1000.00 STATION WHERE ANSWER APPLIES IS 1000.00 SLOPE = .01500 YA0007--MINIMUM ALLOWABLE W.S. ELEVATION INCREMENT IS 0.10 FOOT. ONE FOOT INCREMENT IS ASSUMED. ELEVATION SUB N WATERWAY WETTED HYDRAULIC VELOCITY K-FACTOR TOTAL SECTION VALUES AREA PERIMETER RADIUS DISCHARGE 262.00 .0200 1.01 5.03 .20 3. 11 25.57 TOTALS FOR ELEVATION 262.00 3.13 263.00 .0200 8.88 10.56 .84 8. 11 587.71 TOTALS FOR ELEVATION 263.00 71.98 264.00 .0200 20.82 14.84 1.40 11.41 1939.01 TOTALS FOR ELEVATION 264.00 237.48 265.00 .0200 36.54 19. 11 1.91 14.02 4182. 13 TOTALS FOR ELEVATION 265.00 512.20 266.00 .0400 57.56 27.25 2. 11 7.49 3520.56 TOTALS FOR ELEVATION 266.00 431. 18 267.00 .0600 89.93 41.34 2.18 5.09 3739.18 TOTALS FOR ELEVATION 267.00 457.95 VER 2.3 JAN 89 TOTAL Q/A AREA 1.01 3. 11 8.88 8. 11 20.82 11. 41 36.54 14.02 57.56 7.49 89.93 5.09 PTHYSYS ATE: TEXAS DEPARTMENT OF HIGH~AYS AND PUBLIC TRANSPORTATION TEXAS HYDRAULIC SYSTEM -221108 1/19/96 TIME: 15:52:49 DESIGN ELEVATION AT SECTION AT SITE 263.30 263.97 263.30 263.97 THYSYS DESIGN Q 110. 229. VER 2.3 JAN 89 TEXAS DEPARTMENT OF HIGHWAYS AND PUBLIC TRANSPORTATION TEXAS HYDRAULIC SYSTEM -221108 PTHYSYS ATE: 1/19/96 TIME: 15:52:49 THYSYS top -Program terminated. VER 2.3 JAN 89 ~~ Urban Design Group November 28, 1994 Brett McCulley , P .E . Project Manage r City of College Station P .O. Box 9960 College Station, Texas 77842 Dear Brett, Attached please find two copi e s of the completed drainage report your patience in the review of this project. Thank You, Dtk,ti,1AcJ__ -;} . l<tv±iv . ~ ~.w. U Deborah L. K eating, P .E . Urban Design Group you for P o s t 0 ff i c e B o x 1 0 1 5 3 • C o 11 e g e S t a t i o n, T e x a s 7 7 8 4 2 • 4 0 9 . 6 9 6 . 9 6 5 3 ~·fjf" CITY OF COLLEGE STATION ~~ FIRE DEPARTMENT February 1, 1995 Veronica Morgan Asst. City Engineer City of College Station 1101 Texas Ave Post Office Box 9960 1101 Texas A venue College Station, Texas 77842-0960 College Station , Texas 77840 Veronica, You requested what fire flows would be needed to provide the adequate fire protection for Education Center on Longmire. To determine the fire flow (the estimated amount of water required to extinguish a fully involved building) the following calculation must be used . Fire Flow = 18C (A o.s ) Where C= Coefficient related to the type of construction 1.5 for wood frame construction 1.0 for ordinary construction 0 .9 for heavy timber type construction 0 .8 for non combustible construction 0 .6 for fire-resistive construction A= The total floor area From the information given about the building, the following fire flow was obtained. 18 (1.0) [ 4960 °5 ] = 1268 gpm 1268 gpm fire flow is needed for a totally involved structure. The fire flow information is referenced from the 1992 Edition Fire Protection Principal and Code Applications Manual SBCCI. If you have any questions concerning the following , please do not hesitate to call me at (409) 764-3712 . Sincerely, /} c=9----.61~~ Tim Dedear Fire Protection Specialist .... c:\winword\drpt3 .doc EDUCATION STATI00 DRAINAGE RE ·y Prepared By : Urban Design Group P .O . Box 10153 College Station, Texas 77840 Prepared For: Godfrey Development 1950 Greenfield Plaza Bryan, Texas 77802 -; .. ,. TABLE OF CONTENTS I. Certification II. General Location and Description III. Drainage Basins and Subasins IV. Drainage Design Criteria V. Drainage Facility Design VI . Conclusions Table 1. Computed Flows Prior to Development Table 2. Computed Flows After Development Table 3. Routing Through Pond Table 4 . Computed Depths V-Notch Weir Appendix A AppendixB Appendix C AppendixD AppendixE AppendixF Appendix G AppendixH Appendix I c:\winword\drpt3 .doc Hydrographs-Existing Al , A2 , A3 Hydrographs Combined-Existing Al & A2 Hydrographs-Developed Al , A2 , A3 Hydrograph-Al Routed Through Pond Hydrographs Combined-Al Routed & A2 Developed Proposed Pond Outlet Structure (Grate) Proposed Parking Lot Outlet (V-Notch Weir) NPDES Permit Application Development Permit Application L CERTIFICATION I hereby certify that this report for the drainage design of improvements for the Education Station, was prepared by me in accordance with the provisions of the City of College Station Drainage Policy and Design Standards for the owners thereof. Registered Profe ssi onal Enginee r State of Texas No. 68243 c :\winword\drpt3 .doc Il. GENERAL LOCATION AND DESCRIPTION A. Location This project is located on Longmire Drive between Rock Prairie Road and Ponderosa. The location map , Exhibit 1, shows the limits of the project. No public streets or public infrastructure improvements are proposed within the site plan; however, a final plat for this site is proposed to follow shortly. The plat shows the location of a proposed street as shown on the site plan. The primary drainage system for this site is Bee Creek, tributary A. Surrounding developments include the ARC (to the Northwest), RayMart (to the Northeast), and Tracts A2 , B , and E of Ponderosa Place II, all of which are currently undeveloped . B. Description of Property The acreage of the site proposed for development at this time is approximately one acre . The acreage of the upcoming plat is 4.58 acres . The land cover is primarily grass cover with numerous large live oaks. No primary drainage way is near or adjacent to the project. The main channel of Bee Creek is the nearest primary drainage way . Runoff from the proposed development will be transported to Longmire Drive via a proposed open channel. Runoff will then (as currently) travel to the main channel of Bee Creek via existing street gutters . · The project consists of the construction of a 5000 sf commercial building, public cul-de-sac, parking lot , associated sidewalks , proposed detention area , and private water and sanitary sewer service lines . With this site plan, no public infrastructure is proposed . The final plat for the remainder of this property is under review, and there are public infrastructure components associated with it. ill. DRAINAGE BASINS AND SUB-BASINS A. Primary Basin Description As stated previously in this report, the primary drainage basin is the Bee Creek basin which is located within the Carter Creek Watershed. Although the drainage ordinance has minimum floor elevation requirements for this primary basin, above the 100 year flood plain, there is no flood plain near or within the limits of this site . The proposed building is situated on an existing ridge with in the site, therefore eliminating any drainage problems of offsite flows to the site . c:\winword\drpt3 .doc BRAL OS VALLEY MED I CAL CENTE.R PROJECT SI TE VICINITY MAP Exhibit 1 Location Map .. I• B. Secondary Drainage Basin Description The proposed development will utilize the existing street as secondary pathways to the primary drainage system. There are no significant flows proposed for the street, as detention will be provided onsite to restrict the runoff flows to their pre-developed rate. IV. Drainage Design Criteria A. Regulations To our knowledge, no deviations from the optional criteria listed in the Drainage Policy and Design Standards were used for any calculations within this study. B. Development Criteria Reference and Constraints For the site plan proposed, the detention requirements have been designed for the Education Station improvements. Further development, as proposed on the future plat, should meet individual detention\drainage requirements . However, no drainage improvements proposed with this site plan prohibit the construction of a multi-site or regional facility for the remaining lots . C. Hydrologic Criteria A 10 ye ar design storm was used to size the inlets and storm sewer pipes . The Rational Method and SCS CN Procedure was used to calculate the runoff volumes. The time of concentration values were calculated using velocities determined from Table III of the Drainage Policy and Design Standards. The following tables show the computed flows for each of the drainage areas before and after development. c :\winword\drpt3 .doc TABLE 1. Computed Flows (cfs) Prior to Development AREA 2YR lOYR 25YR 50YR lOOYR Al 0 .9 1.9 2.4 2 .7 3.1 A2 1.6 3.4 4 .2 4 .8 5 .6 A3 0 .6 1.3 1.7 2 .0 2 .3 Al+A2 2.4 4 .8 6 .1 7 .0 8.0 TABLE 2 . Computed Flows (cfs) After Development AREA Al A2 A3 2YR 1.4 2 .5 1.1 10 YR 25 YR 2 .4 2 .8 4 .2 5 .1 1.8 2 .1 50YR 3.2 5.7 7.4 lOOYR 3 .6 6.4 2 .7 D. Hydraulic Criteria The proposed detention pond as shown on the site plan has been designed to accommodate the increased runoff from area Al, and a portion of the increased runoff from area A2 . The remaining increase in runoff from area A2 enters existing Longmire Drive where the runoff is not significantly increased . Results of the hydraulic calculations for the routing of the hydrographs through the detention pond, storage calculations, and discharges are provided in Appendix D . The results of the routing of the hydrographs are summarized in the following table . TABLE 3. Hydrographs Routed through Pond AREA 2YR lOYR 25YR 50YR lOOYR Al developed & routed thru pond 1.31 1.98 2 .18 2.34 2 .51 Al above+ A2 developed 3.3 5.6 6 .6 7 .3 8 .0 Net Increase 0 .9 0.8 0.5 0 .3 0 .0 We have specified a 12"x24" Neenah Grate Inlet for the outlet structure of the pond . The specification for the 12"x24" Neenah Cast Iron Grate is also provided on the detail sheet of the site plan. The opening area capacity is reduced by 50%; therefore, the length and width of the printout reflects the true area opening, 12"xl2" (equivalent to half the area of 12"x24"). Hydraulic criteria used on this project include a manning's "n" value of .012 for the outflow channel from the pond. Using a design slope of 0.7% the proposed structure is of adequate width to accommodate the pre-developed flow . The outflow channel has been sized to accommodate up to the 100 year flows exiting the pond . Area A3 as shown on the drainage area map is metered off the proposed parking lot through a V-notch weir. The capacity of the V-notch weir has been designed to limit the flow to the pre-deve loped rate of runoff prior to the construction . The following table shows the maximum depth in the parking lot at various storm intervals. The maximum depth is lower than the proposed 6" curb . TABLE 4 . Computed Depths V-Notch Weir Storm 2 yr 10 yr 25 yr 50yr lOOyr Discharge 0 .60 cfs 1.30 cfs 1.70 cfs 2 .00 cfs 2 .30 cfs D epth 0 .28' 0 .37' 0 .41' 0.43' 0 .46' The additional 4" pvc conduit is proposed in the curb section to drain the area under the dumpster pad. c :\winword\drpt3 .doc V. DRAINAGE FACILITY DESIGN A. Generalconcept In designing the drainage facilities for this site, the total development of the site was considered. Because the site is located on a ridge, there are no off site flows to the site . The detention pond and drainage improvements for the site has been designed to accommodate the construction of the proposed learning center, its parking lot and associated appurtenances . VL CONCLUSIONS Based upon the results of the routed hydrographs through the proposed detention pond, the site has been designed in accordance with the city's drainage policy and design standards, limiting the post- development flows . The proposed outlet structures and side slopes of the pond have been designed to meet the criteria in the ordinance . The construction of the building, parking lot, and detention area should not cause any adverse impact to existing city infrastructure or adjacent properties. c:\winword\drpt3 .doc APPENDIX A File Name -PPLACE2A Date 11/10/94 Proj. Leader DEBBIE KEATING Client GODFREY CONST. Job 94-314 Misc. Note -EDUCATION STATION HYDROGRAPHS 1 Type scs Desc. AREA Al UNDEVELOPED 2 YR Area 0.3 ac. Time of Concent. 10 min. . Storm Dist Type II ' Freq. 2.0 yrs Len 24 hrs Precip. CN 77 4.50 --------------------------------------------------------------------------------Time hr:min 8:55 8:58 9:01 9:04 9:07 9:10 9:13 9:16 9:19 9:22 9:25 9:28 9:31 9:34 9:37 9:40 9:43 9:46 9:49 9:52 9:55 9:58 10:01 10:04 Flow cf s o.o o.o 0.0 o.o 0.0 0.0 0.0 o.o 0.0 0.0 0.0 0.0 o.o 0.0 0.0 0.0 0.0 o.o o.o o.o o.o 0.0 0.0 0.0 Time hr:min 10:07 10:10 10:13 10:16 10:19 10:22 10:25 10:28 10:31 10:34 10:37 10:40 10:43 10:46 10:49 10:52 10:55 10:58 11:01 11:04 11:07 11:10 11:13 11:16 Volume of runoff = Flow cfs o.o 0.0 0.0 0.0 0.0 o.o 0.0 0.0 0.0 0.0 0.0 o.o 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 o.o 0.0 0.0 0.04 ac. ft. Time hr:min 11:19 11:22 11:25 11:28 11:31 11:34 11:37 11:40 11:43 11:46 11:49 11:52 11:55 11:58 12:01 12:04 12:07 12:10 12:13 12:16 12:19 12:22 12:25 12:28 Flow cf s o.o o.o o.o o.o 0.0 0.1 0.1 0.2 0.2 0.2 0.3 0.4 0.6 0.8 0.9 0.9 0.7 0.5 0.3 0.2 0.2 0.2 0.1 0~1 Time hr:min 12:31 12:34 12:37 12:40 12:43 12:46 12:49 12:52 12:55 12:58 13:01 13:04 13:07 13:10 13:13 13:16 13:19 13:22 13:25 13:28 13:31 13:34 13:37 13:40 Flow cf s 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 o.o Depth of runoff = 1.49 in. L ______________________________________________________________________________ _ File Name -PPLACE2A Date 11/10/94 I Proj. Leader DEBBIE KEATING Client GODFREY CONST. Job 94-314 \ Misc. Note -EDUCATION STATION HYDROGRAPHS --------------------------------------------------------------------------------2 Type SCS Desc. AREA Al UNDEVELOPED 10 YR . Area o. 3 ac. Time of Concent. 10 min. ' Storm Dist Type II Freq. 10.0 yrs Len 24 hrs Precip. CN 77 7.40 --------------------------------------------------------------------------------Time hr:min 6:36 6:39 6:42 6:45 6:48 6:51 6:54 6:57 7:00 7:03 7:06 7:09 7:12 7:15 7:18 7:21 7:24 7:27 7:30 7:33 7:36 7:39 7:42 7:45 7:48 7:51 7:54 7:57 8:00 8:03 8:06 8:09 8:12 8:15 8:18 8:21 8:24 8:27 8:30 8:33 8:36 8:39 8:42 8:45 8:48 Flow cf s 0.0 0.0 0.0 o.o o.o 0.0 0.0 0.0 o.o o.o o.o o.o 0.0 o.o o.o 0.0 0.0 o.o 0.0 o.o 0.0 o.o 0.0 0.0 0.0 o.o o.o 0.0 o.o 0.0 0.0 o.o 0.0 0.0 o.o 0.0 0.0 0.0 o.o 0.0 o.o o.o 0.0 0.0 0.0 Time hr:min 8:51 8:54 8:57 9:00 9:03 9:06 9:09 9:12 9:15 9:18 9:21 9:24 9:27 9:30 9:33 9:36 9:39 9:42 9:45 9:48 9:51 9:54 9:57 10:00 10:03 10:06 10:09 10:12 10:15 10:18 10:21 10:24 10:27 10:30 10:33 10: 36 10:39 10:42 10:45 10:48 10:51 10:54 10:57 11:00 11:03 Flow cf s 0.0 0.0 o.o o.o 0.0 0.0 0.0 0.0 o.o o.o 0.0 o.o o.o o.o 0.0 o.o 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 o.o 0.0 0.0 0.0 0.0 0.0 o.o 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 Time hr:min 11:06 11:09 11:12 11:15 11:18 11:21 11:24 11:27 11:30 11:33 11:36 11:39 11:42 11:45 11:48 11:51 11:54 11:57 12:00 12:03 12:06 12:09 12:12 12:15 12:18 12:21 12:24 12:27 12:30 12:33 12:36 12:39 12:42 12:45 12:48 12:51 12:54 12:57 13:00 13:03 13:06 13:09 13:12 13:15 13:18 Flow cf s 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.3 0.5 0.5 0.6 0.8 1. 2 1. 6 1. 8 1. 9 1. 7 1. 2 0.8 0.5 0.4 0.4 0.3 0.3 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.1 Time hr:min 13:21 13:24 13:27 13:30 13:33 13:36 13:39 13:42 13:45 13:48 13:51 13:54 13:57 14:00 14:03 14:06 14:09 14:12 14:15 14:18 14:21 14:24 14:27 14:30 14:33 14:36 14:39 14:42 14:45 14:48 14:51 14:54 14:57 15:00 15:03 15:06 15:09 15:12 15:15 15:18 15:21 15:24 15:27 15:30 15:33 Continued on next page Flow cf s 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 l 'fcontinued 15:36 15:39 15:42 15:45 15:48 J 15: 51 } 15:54 15:57 16:00 t 16: 03 J 16: 06 from previous page 0.1 16:09 0.1 16:12 0.1 16:15 0.1 16:18 0.1 16:21 0.1 16:24 0.1 16:27 0.1 16:30 0.1 16:33 0.1 16:36 0.1 16:39 Volume of runoff = l I ,, } 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.12 ac. 16:42 0.1 17:15 0.1 16:45 0.1 17:18 0.1 16:48 0.1 17:21 0.1 16:51 0.1 17:24 0.1 16:54 0.1 17:27 0.1 16:57 0.1 17:30 0.1 17:00 0.1 17:33 0.1 17:03 0.1 17:36 0.1 17:06 0.1 17:39 0.1 17:09 0.1 17:42 o.o 17:12 0.1 17:45 o.o ft. Depth of runoff = 4.53 in. L ______________________________________________________________________________ _ File Name -PPLACE2A Date 11/10/94 ) Proj. Leader DEBBIE KEATING Client GODFREY CONST. Job 94-314 \ Misc. Note -EDUCATION STATION HYDROGRAPHS --------------------------------------------------------------------------------3 Type scs Desc. AREA Al UNDEVELOPED 25 YR .\Area 0.3 ac. Time of Concent. 10 min. Freq. 25.0 yrs CN 77 Storm Dist Type II Len 24 hrs Precip. 8.80 --------------------------------------------------------------------------------Time Flow Time Flow Time Flow Time Flow ~--~~~~~~------~!~-----~~~~~~-----~!~------~~~~~~-----~!~------~~~~~~------~!~--' 5:57 0.0 8:12 0.0 10:27 0.1 12:42 0.2 6:00 o.o 8:15 0.0 10:30 0.1 12:45 0.2 6:03 o.o 8:18 o.o 10:33 0.1 12:48 0.2 6:06 0.0 8:21 o.o 10:36 0.1 12:51 0.2 6:09 o.o 8:24 o.o 10:39 0.1 12:54 0.2 6:12 0.0 8:27 0.0 10:42 0.1 12:57 0.2 6:15 o.o 8:30 0.0 10:45 0.1 13:00 0.2 6:18 o.o 8:33 0.0 10:48 0.1 13:03 0.2 6:21 o.o 8:36 o.o 10:51 0.1 13:06 0.2 6:24 o.o 8:39 o.o 10:54 0.1 13:09 0.2 6:27 0.0 8:42 0.0 10:57 0.1 13:12 0.2 6:30 o.o 8:45 o.o 11:00 0.1 13:15 0.2 6:33 o.o 8:48 0.0 11:03 0.1 13:18 0.1 6:36 0.0 8:51 0.0 11:06 0.1 13:21 0.1 6:39 o.o 8:54 o.o 11:09 0.1 13:24 0.1 6:42 0.0 8:57 0.0 11:12 0.1 13:27 0.1 6:45 0.0 9:00 0.0 11:15 0.1 13:30 0.1 6:48 0.0 9:03 0.0 11:18 0.1 13:33 0.1 6:51 0.0 9:06 0.0 11:21 0.1 13:36 0.1 6:54 0.0 9:09 0.0 11:24 0.2 13:39 0.1 6:57 0.0 9:12 0.0 11:27 0.2 13:42 0.1 7:00 0.0 9:15 0.0 11:30 0.2 13:45 0.1 7:03 0.0 9:18 0.0 11:33 0.2 13:48 0.1 7:06 o.o 9:21 0.0 11:36 6.3 13:51 0.1 7:09 0.0 9:24 0.0 11:39 0.4 13:54 0.1 7:12 0.0 9:27 0.0 11:42 0.6 13:57 0.1 7:15 0.0 9:30 0.0 11:45 0.7 14:00 0.1 7:18 0.0 9:33 o.o 11:48 0.8 14:03 0.1 7:21 0.0 9:36 0.0 11:51 1.0 14:06 0.1 7:24 0.0 9:39 0.0 11:54 1.5 14:09 0.1 7:27 o.o 9:42 0.0 11:57 2.0 14:12 0.1 7:30 0.0 9:45 0.0 12:00 2.2 14:15 0.1 7:33 0.0 9:48 0.0 12:03 2.4 14:18 0.1 7:36 o.o 9:51 0.0 12:06 2.2 14:21 0.1 7:39 0.0 9:54 0.0 12:09 1.6 14:24 0.1 7:42 0.0 9:57 0.0 12:12 1.0 14:27 0.1 7:45 0.0 10:00 o.o 12:15 0.7 14:30 0.1 7:48 0.0 10:03 0.0 12:18 0.6 14:33 0.1 7:51 o.o 10:06 0.0 12:21 0.5 14:36 0.1 7:54 o.o 10:09 0.0 12:24 0.4 14:39 0.1 7:57 0.0 10:12 0.0 12:27 0.3 14:42 0.1 8:00 0.0 10:15 0.0 12:30 0.3 14:45 0.1 8:03 0.0 10:18 0.0 12:33 0.3 14:48 . 0.1 8:06 0.0 10:21 0.1 12:36 0.3 14:51 0.1 8:09 o.o 10:24 0.1 12:39 0.3 14:54 0.1 Continued on next page tontinued from previous page 14:57 0.1 15:51 0.1 16:45 0.1 17:39 0.0 15:00 0.1 15:54 0.1 16:48 0.1 17:42 o.o 15:03 0.1 15:57 0.1 16:51 0.1 17:45 0.1 15:06 0.1 16:00 0.1 16:54 0.1 17:48 o.o 15:09 0.1 16:03 0.1 16:57 0.1 17:51 o.o 15:12 0.1 16:06 0.1 17:00 0.1 17:54 o.o 15:15 0.1 16:09 0.1 17:03 0.1 17:57 0.1 15 :·18 0.1 16:12 0.1 17:06 0.1 18:00 0.0 15:21 0.1 16:15 0.1 17:09 0.1 18:03 o.o 15:24 0.1 16:18 0.1 17:12 0.1 18:06 0.0 15:27 0.1 16:21 0.1 17:15 0.1 18:09 0.1 15:30 0.1 16:24 0.1 17:18 0.1 18:12 0.0 15:33 0.1 16:27 0.1 17:21 0.1 18:15 0.0 15:36 0.1 16:30 0.1 17:24 0.1 18:18 o.o 15:39 0.1 16:33 0.1 17:27 0.1 18:21 0.1 15:42 0.1 16:36 0.1 17:30 0.1 18:24 o.o 15:45 0.1 16:39 0.1 17:33 0.1 15:48 0.1 16:42 0.1 17:36 0.1 Volume of runoff = 0.14 ac. ft. Depth of runoff = 5.57 in. File Name -PPLACE2A Date 11/10/94 Proj. Leader DEBBIE KEATING Client GODFREY CONST. Job 94-314 Misc. Note -EDUCATION STATION HYDROGRAPHS 4 Type scs Desc. AREA Al UNDEVELOPED 50 YR Area 0.3 ac. Time of Concent. 10 min. Storm Dist Type II Time hr:min 5:30 5:33 5:36 5:39 5: 4'2 5:45 5:48 5:51 5:54 5:57 6:00 6:03 6:06 6:09 6:12 6:15 6:18 6:21 6:24 6:27 6:30 6:33 6:36 6:39 6:42 6:45 6:48 6:51 6:54 6:57 7:00 7:03 7:06 7:09 7:12 7:15 7:18 7:21 7:24 7:27 7:30 7:33 7:36 7:39 7:42 Flow cf s o.o 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 o.o 0.0 0.0 o.o 0.0 0.0 0.0 o.o 0.0 0.0 o.o o.o 0.0 o.o 0.0 0.0 0.0 o.o 0.0 0.0 0.0 0.0 0.0 o.o 0.0 o.o 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 o.o 0.0 Time hr:min 7:45 7:48 7:51 7:54 7:57 8:00 8:03 8:06 8:09 8:12 8:15 8:18 8:21 8:24 8:27 8:30 8:33 8:36 8:39 8:42 8:45 8:48 8:51 8:54 8:57 9:00 9:03 9:06 9:09 9:12 9:15 9:18 9:21 9:24 9:27 9:30 9:33 9:36 9:39 9:42 9:45 9:48 9:51 9:54 9:57 Flow cf s 0.0 0.0 o.o 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 o.o 0.0 0.0 0.0 0.0 o.o 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 o.o 0.0 o.o 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 Time hr:min 10:00 10:03 10:06 10:09 10:12 10:15 10:18 10:21 10:24 10:27 10:30 10:33 10:36 10:39 10:42 10:45 10:48 10:51 10:54 10:57 11:00 11:03 11:06 11:09 11:12 11:15 11:18 11:21 11:24 11:27 11:30 11:33 11:36 11:39 11:42 11:45 11:48 11:51 11:54 11:57 12:00 12:03 12:06 12:09 12:12 Freq. 50.0 yrs CN 77 Len 24 hrs Precip. 9.80 Flow cf s 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.3 0.5 0.7 0.8 0.9 1.1 1. 7 2.2 2.5 2.7 2.5 1. 8 1. 2 Time hr:min 12:15 12:18 12:21 12:24 12:27 12:30 12:33 12:36 12:39 12:42 12:45 12:48 12:51 12:54 12:57 13:00 13:03 13:06 13:09 13:12 13:15 13:18 13:21 13:24 13:27 13:30 13:33 13:36 13:39 13:42 13:45 13:48 13:51 13:54 13:57 14:00 14:03 14:06 14:09 14:12 14:15 14:18 14:21 14:24 14:27 Continued on next page Flow cf s 0.8 0.6 0.5 0.4 0.4 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 (continued from previous page 14:30 0.1 15:21 0.1 16:12 0.1 17:03 0.1 14:33 0.1 15:24 0.1 16:15 0.1 17:06 0.1 14:36 0.1 15:27 0.1 16:18 0.1 17:09 0.1 14:39 0.1 15:30 0.1 16:21 0.1 17:12 0.1 14:42 0.1 15:33 0.1 16:24 0.1 17:15 0.1 14:45 0.1 15:36 0.1 16:27 0.1 17:18 o.o 14:48 0.1 15:39 0.1 16:30 0.1 17:21 o.o 14:51 0.1 15:42 0.1 16:33 0.1 17:24 0.1 14:54 0.1 15:45 0.1 16:36 0.1 17:27 0.1 14:57 0.1 15:48 0.1 16:39 0.1 17:30 o.o 15:00 0.1 15:51 0.1 16:42 0.1 17:33 0.0 15:03 0.1 15:54 0.1 16:45 0.1 17:36 0.1 15:06 0.1 15:57 0.1 16:48 0.1 17:39 0.0 15:09 0.1 16:00 0.1 16:51 0.1 17:42 o.o 15:12 0.1 16:03 0.1 16:54 0.1 17:45 o.o 15:15 0.1 16:06 0.1 16:57 0.1 17:48 0.1 15:18 0.1 16:09 0.1 17:00 0.1 17:51 0.0 Volume of runoff = 0.16 ac. ft. Depth of runoff = 6.17 in. File Name -PPLACE2A Date 11/10/94 Proj. Leader DEBBIE KEATING Client GODFREY CONST. Job 94-314 Misc. Note -EDUCATION STATION HYDROGRAPHS 5 Type SCS Desc. AREA Al UNDEVELOPED 100 YR Area 0.3 ac. Time of Concent. 10 min. ) Storm Dist Type II Time hr:min 5:03 5:06 5:09 5:12 5:15 5:18 5:21 5:24 ·5: 27 5:30 5:33 5:36 5:39 5:42 5:45 5:48 5:51 5:54 5:57 6:00 6:03 6:06 6:09 6:12 6:15 6:18 6:21 6:24 6:27 6:30 6:33 6:36 6:39 6:42 6:45 6:48 6:51 6:54 6:57 7:00 7:03 7:06 7:09 7:12 7:15 Flow cf s o.o o.o o.o 0.0 0.0 o.o 0.0 0.0 o.o 0.0 0.0 0.0 0.0 0.0 0.0 o.o 0.0 0.0 0.0 o.o 0.0 o.o o.o o.o 0.0 0.0 0.0 0.0 o.o o.o 0.0 o.o 0.0 o.o o.o 0.0 o.o o.o 0.0 o.o o.o o.o 0.0 0.0 0.0 Time hr:min 7:18 7:21 7:24 7:27 7:30 7:33 7:36 7:39 7:42 7:45 7:48 7:51 7:54 7:57 8:00 8:03 8:06 8:09 8:12 8:15 8:18 8:21 8:24 8:27 8:30 8:33 8:36 8:39 8:42 8:45 8:48 8:51 8:54 8:57 9:00 9:03 9:06 9:09 9:12 9:15 9:18 9:21 9:24 9:27 9:30 Flow cf s 0.0 o.o 0.0 o.o 0.0 0.0 o.o 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 o.o 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 o.o 0.0 0.0 0.0 o.o o.o 0.0 0.0 0.1 0.1 0.1 0.1 Time hr:min 9:33 9:36 9:39 9:42 9:45 9:48 9:51 9:54 9:57 10:00 10:03 10:06 10:09 10:12 10:15 10:18 10:21 10:24 10:27 10:30 10:33 10:36 10:39 10:42 10:45 10:48 10:51 10:54 10:57 11:00 11:03 11:06 11:09 11:12 11:15 11:18 11:21 11:24 11:27 11:30 11:33 11:36 11:39 11:42 11:45 Freq. 100.0 yrs CN 77 Len 24 hrs Precip. 11.00 Flow cf s 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0 .. 1 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.3 0.4 0.6 0.8 1. 0 Time hr:min 11:48 11:51 11:54 11:57 12:00 12:03 12:06 12:09 12:12 12:15 12:18 12:21 12:24 12:27 12:30 12:33 12:36 12:39 12:42 12:45 12:48 12:51 12:54 12:57 13:00 13:03 13:06 13:09 13:12 13:15 13:18 13:21 13:24 13:27 13:30 13:33 13:36 13:39 13:42 13:45 13:48 13:51 13:54 13:57 14:00 Continued on next page Flow cf s 1.1 1.4 2.1 2.6 3.0 3.1 2.8 2.0 1.3 0.9 0.7 0.6 0.5 0.4 0.4 0.4 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 Fontinued from previous page 14:03 0.2 14:54 0.1 15:45 0.1 16:36 0.1 14:06 0.1 14:57 0.1 15:48 0.1 16:39 0.1 14:09 0.1 15:00 0.1 15:51 0.1 16:42 0.1 14:12 0.1 15:03 0.1 15:54 0.1 16:45 0.1 14:15 0.1 15:06 0.1 15:57 0.1 16:48 0.1 14:18 0.1 15:09 0.1 16:00 0.1 16:51 o.o 14:21 0.1 15:12 0.1 16:03 0.1 16:54 o.o 14:24 0.1 15: 15 ' 0.1 16:06 0.1 16:57 0.1 14:27 0.1 15:18 0.1 16:09 0.1 17:00 0.1 14:30 0.1 15:21 0.1 16:12 0.1 17:03 o.o 14:33 0.1 15:24 0.1 16:15 0.1 17:06 o.o 14:36 0.1 15:27 0.1 16:18 0.1 17:09 0.1 14:39 0.1 15:30 0.1 16:21 0.1 17:12 0.1 14:42 0.1 15:33 0.1 16:24 0.1 17:15 0.0 14:45 0.1 15:36 0.1 16:27 0.1 17:18 o.o 14:48 0.1 15:39 0.1 16:30 0.1 17:21 0.1 14:51 0.1 15:42 0.1 16:33 0.1 17:24 0.1 Volume of runoff = 0.18 ac. ft. Depth of runoff = 7.15 in. File Name -PPLACE2A Date 11/10/94 Proj. Leader DEBBIE KEATING Client GODFREY CONST. Job 94-314 Misc. Note -EDUCATION STATION HYDROGRAPHS 6 Type SCS Desc. AREA A2 UNDEVELOPED 2 YR Area 0.6 ac. Time of Concent. 10 min. Storm Dist Type II Time hr:min 8:55 8:58 9:01 9: 0,4 9:07 9:10 9:13 9:16 9:19 9:22 9:25 9:28 9:31 9:34 9:37 9:40 9:43 9:46 9:49 9:52 9:55 9:58 10:01 10:04 10:07 10:10 10:13 10:16 10:19 10:22 10:25 10:28 10:31 10:34 10:37 10:40 10:43 10:46 10:49 10:52 10:55 10:58 11:01 Flow cf s 0.0 0.0 o.o 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 o.o o.o 0.0 0.0 0.0 0.0 0.0 o.o 0.0 0.0 0.0 o.o 0.0 o.o 0.0 0.0 0.0 0.0 o.o 0.0 0.0 o.o 0.0 0.0 0.0 0.0 0.0 0.0 0.0 o.o 0.0 0.0 Time hr:min 11:04 11:07 11:10 11:13 11:16 11:19 11:22 11:25 11:28 11:31 11:34 11:37 11:40 11:43 11:46 11:49 11:52 11:55 11:58 12:01 12:04 12:07 12:10 12:13 12:16 12:19 12:22 12:25 12:28 12:31 12:34 12:37 12:40 12:43 12:46 12:49 12:52 12:55 12:58 13:01 13:04 13:07 13:10 Flow cf s 0.0 o.o 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.3 0.3 0.4 0.5 0.7 1.1 1. 4 1. 6 1. 6 1. 3 0.9 0.6 0.4 0.4 0.3 0.3 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.1 Time hr:min 13:13 13:16 13:19 13:22 13:25 13:28 13:31 13:34 13:37 13:40 13:43 13:46 13:49 13:52 13:55 13:58 14:01 14:04 14:07 14:10 14:13 14:16 14:19 14:22 14:25 14:28 14: 31 14:34 14:37 14:40 14:43 14:46 14:49 14:52 14:55 14:58 15:01 15:04 15:07 15:10 15:13 15:16 15:19 Freq. 2.0 yrs CN 77 Len 24 hrs Precip. 4.50 Flow cf s 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 Time hr:min 15:22 15:25 15:28 15:31 15:34 15:37 15:40 15:43 15:46 15:49 15:52 15:55 15:58 16:01 16:04 16:07 16:10 16:13 16:16 16:19 16:22 16:25 16:28 16:31 16:34 16:37 16:40 16:43 16:46 16:49 16:52 16:55 16:58 17:01 17:04 17:07 17:10 17:13 17:16 17:19 17:22 17:25 17:28 Flow cf s 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.0 Volume of runoff = 0.10 ac. ft. Depth of runoff = 2.15 in. L ______________________________________________________________________________ _ File Name -PPLACE2A Date 11/10/94 Proj. Leader DEBBIE KEATING Client GODFREY CONST. Job 94-314 Misc. Note -EDUCATION STATION HYDROGRAPHS 7 Type SCS Desc. AREA A2 UNDEVELOPED 10 YR Area 0.6 ac. Time of Concent. 10 min. Storm Dist Type II Freq. 10.0 yrs CN 77 Len 24 hrs Precip. 7.40 --------------------------------------------------------------------------------Time hr:min 6:36 6:39 6:42 6:45 6:48 6:51 6:54 6:57 7:00 7:03 7:06 7:09 7:12 7:15 7:18 7:21 7:24 7:27 7:30 7:33 7:36 7:39 7:42 7:45 7:48 7:51 7:54 7:57 8:00 8:03 8:06 8:09 8:12 8:15 8:18 8:21 8:24 8:27 8:30 8:33 8:36 8:39 8:42 8:45 8:48 Flow cf s 0.0 o.o o.o 0.0 o.o 0.0 0.0 0.0 o.o o.o 0.0 0.0 o.o o.o o.o 0.0 o.o 0.0 o.o o.o o.o 0.0 0.0 0.0 0.0 o.o o.o o.o 0.0 0.0 o.o o.o o.o 0.0 o.o 0.0 o.o 0.0 0.0 o.o 0.0 0.0 0.0 0.0 o.o Time hr:min 8:51 8:54 8:57 9:00 9:03 9:06 9:09 9:12 9:15 9:18 9:21 9:24 9:27 9:30 9:33 9:36 9:39 9:42 9:45 9:48 9:51 9:54 9:57 10:00 10:03 10:06 10:09 10:12 10:15 10:18 10:21 10:24 10:27 10:30 10:33 10:36 10:39 10:42 10:45 10:48 10:51 10:54 10:57 11:00 11:03 Flow cf s 0.0 o.o 0.0 0.0 o.o 0.0 o.o o.o o.o 0.0 0.0 o.o 0.0 0.0 0.0 0.0 0.0 0.0 0.0 o.o o.o 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 Time hr:min 11:06 11:09 11:12 11:15 11:18 11:21 11:24 11:27 11:30 11:33 11:36 11:39 11:42 11:45 11:48 11:51 11:54 11:57 12:00 12:03 12:06 12:09 12:12 12:15 12:18 12:21 12:24 12:27 12:30 12:33 12:36 12:39 12:42 12:45 12:48 12:51 12:54 12:57 13:00 13:03 13:06 13:09 13:12 13:15 13:18 Flow cf s 0.1 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.4 0.6 0.8 1. 0 1.1 1. 4 2.1 2.8 3.2 3.4 3.0 2.1 1.4 1. 0 0.8 0.7 0.5 0.5 0.4 0.4 0.4 0.4 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.2 0.2 0.2 0.2 Time hr:min 13:21 13:24 13:27 13:30 13:33 13:36 13:39 13:42 13:45 13:48 13:51 13:54 13:57 14:00 14:03 14:06 14:09 14:12 14:15 14:18 14:21 14:24 14:27 14:30 14:33 14:36 14:39 14:42 14:45 14:48 14:51 14:54 14:57 15:00 15:03 15:06 15:09 15:12 15:15 15:18 15:21 15:24 15:27 15:30 15:33 Continued on next page Flow cf s 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 ~ontinued from previous page 15:36 0.1 16:27 0.1 17:18 0.1 18:09 0.1 15:39 0.1 16:30 0.1 17:21 0.1 18:12 0.1 15:42 0.1 16:33 0.1 17:24 0.1 18:15 0.1 15:45 0.1 16:36 0.1 17:27 0.1 18:18 0.1 15:48 0.1 16:39 0.1 17:30 0.1 18:21 0.1 15:51 0.1 16:42 0.1 17:33 0.1 18:24 0.1 15:54 0.1 16:45 0.1 17:36 0.1 18:27 0.0 15:57 0.1 16:48 0.1 17:39 0.1 18:30 0.1 16:00 0.1 16:51 0.1 17:42 0.1 18:33 o.o 16:03 0.1 16:54 0.1 17:45 0.1 18:36 o.o 16:06 0.1 16:57 0.1 17:48 0.1 18:39 0.0 16:09 0.1 17:00 0.1 17:51 0.1 18:42 0.1 16:12 0.1 17:03 0.1 17:54 0.1 18:45 0.0 16:15 0.1 17:06 0.1 17:57 0.1 18:48 0.0 16:18 0.1 17:09 0.1 18:00 0.1 18:51 o.o 16:21 0.1 17:12 0.1 18:03 0.1 18:54 0.1 16:24 0.1 17:15 0.1 18:06 0.1 18:57 0.0 Volume of runoff = 0.20 ac. ft. Depth of runoff = 4.43 in. File Name -PPLACE2A Date 11/10/94 Proj. Leader DEBBIE KEATING Client GODFREY CONST. Job 94-314 Misc. Note -EDUCATION STATION HYDROGRAPHS ------------------------------------·-------------------------------------------8 Type scs Desc. AREA A2 UNDEVELOPED 25 YR Area 0.6 ac. Time of Concent. 10 min. storm Dist Type II Time hr:min 5:57 6:00 6:03 6:06 6:09 6:12 6:15 6:18 6:21 6:24 6:27 6:30 6:33 6:36 6:39 6:42 6:45 6:48 6:51 6:54 6:57 7:00 7:03 7:06 7:09 7:12 7:15 7:18 7:21 7:24 7:27 7:30 7:33 7:36 7:39 7:42 7:45 7:48 7:51 7:54 7:57 8:00 8:03 8:06 8:09 Flow cf s o.o 0.0 o.o o.o 0.0 0.0 o.o o.o 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 o.o o.o 0.0 o.o 0.0 0.0 0.0 o.o 0.0 0.0 0.0 o.o 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Time hr:min 8:12 8:15 8:18 8:21 8:24 8:27 8:30 8:33 8:36 8:39 8:42 8:45 8:48 8:51 8:54 8:57 9:00 9:03 9:06 9:09 9:12 9:15 9:18 9:21 9:24 9:27 9:30 9:33 9:36 9:39 9:42 9:45 9:48 9:51 9:54 9:57 10:00 10:03 10:06 10:09 10:12 10:15 10:18 10:21 10:24 Flow cf s 0.0 0.0 0.0 0.0 o.o 0.0 0.0 0.0 0.0 o.o o.o 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 Time hr:min 10:27 10:30 10:33 10:36 10:39 10:42 10:45 10:48 10:51 10:54 10:57 11:00 11:03 11:06 11:09 11:12 11:15 11:18 11:21 11:24 11:27 11:30 11:33 11:36 11:39 11:42 11:45 11:48 11:51 11:54 11:57 12:00 12:03 12:06 12:09 12:12 12:15 12:18 12:21 12:24 12:27 12:30 12:33 12:36 12:39 Freq. 25.0 yrs CN 77 Len 24 hrs Precip. 8.80 Flow cf s 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.3 0.3 0.3 0.3 0.5 0.8 1.1 1. 2 1. 4 1. 8 2.7 3.5 4.0 4.2 3.9 2.8 1.8 1. 2 1. 0 0.8 0.7 0.6 0.5 0.5 0.5 0.5 Time hr:min 12:42 12:45 12:48 12:51 12:54 12:57 13:00 13:03 13:06 13:09 13:12 13:15 13:18 13:21 13:24 13:27 13:30 13:33 13:36 13:39 13:42 13:45 13:48 13:51 13:54 13:57 14:00 14:03 14:06 14:09 14:12 14:15 14:18 14:21 14:24 14:27 14:30 14:33 14:36 14:39 14:42 14:45 14:48 14:51 14:54 Continued on next page Flow cf s 0.4 0.4 0.4 0.4 0.4 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 Continued from previous page 14:57 0.2 15:51 0.2 16:45 0.1 17:39 o.o 15:00 0.2 15:54 0.2 16:48 0.1 17:42 o.o 15:03 0.2 15:57 0.2 16:51 0.1 17:45 0.1 15:06 0.2 16:00 0.2 16:54 0.1 17:48 0.1 15:09 0.2 16:03 0.2 16:57 0.1 17:51 o.o 15:12 0.2 16:06 0.2 17:00 0.1 17:54 0.0 15:15 0.2 16:09 0.1 17:03 0.1 17:57 0.1 15:18 0.2 16:12 0.1 17:06 0.1 18:00 0.1 15:21 0.2 16:15 0.1 17:09 0.1 18:03 0.0 15:24 0.2 16:18 0.1 17:12 0.1 18:06 o.o 15:27 0.2 16:21 0.1 17:15 0.1 18:09 0.1 15:30 0.2 16:24 0.1 17:18 0.1 18:12 0.1 15:33 0.2 16:27 0.1 17:21 0.1 18:15 o.o 15:36 0.2 16:30 0.1 17:24 0.1 18:18 0.0 15:39 0.2 16:33 0.1 17:27 0.1 18:21 0.1 15:42 0.2 16:36 0.1 17:30 0.1 18:24 0.1 15:45 0.2 16:39 0.1 17:33 0.1 15:48 0.2 16:42 0.1 17:36 0.1 Volume of runoff = 0.26 ac. ft. Depth of runoff = 5.58 in. ·i ;· L ______________________________________________________________________________ _ File Name -PPLACE2A Date 11/10/94 1 Proj. Leader DEBBIE KEATING Client GODFREY CONST. Job 94-314 l Misc. Note -EDUCATION STATION HYDROGRAPHS --------------------------------------------------------------------------------9 Type SCS Desc. AREA A2 UNDEVELOPED 50 YR l Area 0.6 ac. Time of Concent. 10 min. Freq. 50.0 yrs CN 77 Storm Dist Type II Len 24 hrs Precip. 9.80 --------------------------------------------------------------------------------Time Flow Time Flow Time Flow Time Flow I hr:min cfs hr:min cfs hr:min cfs hr:min cfs ,--------------------------------------------------------------------------------5: 30 o.o 7:45 0.0 10:00 0.1 12:15 1.4 5:33 5:36 5:39 5:42 5:45 5:48 5:51 5:54 5:57 6:00 6:03 6:06 6:09 6:12 6:15 6:18 6:21 6:24 6:27 6:30 6:33 6:36 6:39 6:42 6:45 6:48 6:51 6:54 6:57 7:00 7:03 7:06 7:09 7:12 7:15 7:18 7:21 7:24 7:27 7:30 7:33 7:36 7:39 7:42 o.o o.o o.o o.o o.o o.o o.o o.o 0.0 o.o 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 o.o o.o 0.0 0.0 0.0 o.o 0.0 0.0 0.0 o.o 0.0 0.0 0.0 o.o 0.0 0.0 0.0 0.0 o.o o.o 0.0 0.0 0.0 7:48 7:51 7:54 7:57 8:00 8:03 8:06 8:09 8:12 8:15 8:18 8:21 8:24 8:27 8:30 8:33 8:36 8:39 8:42 8:45 8:48 8:51 8:54 8:57 9:00 9:03 9:06 9:09 9:12 9:15 9:18 9:21 9:24 9:27 9:30 9:33 9:36 9:39 9:42 9:45 9:48 9:51 9:54 9:57 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 o.o 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 10:03 10:06 10:09 10:12 10:15 10:18 10:21 10:24 10:27 10:30 10:33 10: 36 10:39 10:42 10:45 10:48 10:51 10:54 10:57 11:00 11:03 11:06 11:09 11:12 11:15 11:18 11:21 11:24 11:27 11:30 11:33 11:36 11:39 11:42 11:45 11:48 11:51 11:54 11:57 12:00 12:03 12:06 12:09 12:12 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.3 0.3 0.3 0.3 0.3 0.3 0.4 0.4 0.5 0.9 1. 2 1.4 1. 6 2.0 3.0 4.0 4.5 4.8 4.5 3.3 2.1 12:18 12:21 12:24 12:27 12:30 12:33 12:36 12:39 12:42 12:45 12:48 12:51 12:54 12:57 13:00 13:03 13:06 13:09 13:12 13:15 13:18 13:21 13:24 13:27 13:30 13:33 13:36 13:39 13:42 13:45 13:48 13:51 13:54 13:57 14:00 14:03 14:06 14:09 14:12 14:15 14:18 14:21 14:24 14:27 Continued on next page 1.1 1.0 0.8 0.7 0.6 0.6 0.5 0.5 0.5 0.5 0.5 0.4 0.4 0.4 0.4 0.4 0.4 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 pontinued from previous page 14:30 0.2 15:21 0.2 16:12 0.2 17:03 0.1 14:33 0.2 15:24 0.2 16:15 0.2 17:06 0.1 14:36 0.2 15:27 0.2 16:18 0.2 17:09 0.1 14:39 0.2 15:30 0.2 16:21 0.2 17:12 0.1 14:42 0.2 15:33 0.2 16:24 0.2 17:15 0.1 14:45 0.2 15:36 0.2 16:27 0.2 17:18 0.1 14:48 0.2 15:39 0.2 16:30 0.2 17:21 o.o 14:51 0.2 15:42 0.2 16:33 0.2 17:24 0.1 14:54 0.2 15:45 0.2 16:36 0.2 17:27 0.1 14:57 0.2 15:48 0.2 16:39 0.2 17:30 0.1 15:00 0.2 15:51 0.2 16:42 0.2 17:33 o.o 15:03 0.2 15:54 0.2 16:45 0.2 17:36 0.1 15:06 0.2 15:57 0.2 16:48 0.2 17:39 0.1 15:09 0.2 16:00 0.2 16:51 0.1 17:42 0.1 15:12 0.2 16:03 0.2 16:54 0.1 17:45 0.0 15:15 0.2 16:06 0.2 16:57 0.1 17:48 0.1 15:18 0.2 16:09 0.2 17:00 0.1 17:51 0.1 Volume of runoff = 0.30 ac. ft. Depth of runoff = 6.42 in. l ______________________________________________________________________________ _ File Name--PPLACE2A Date 11/10/94 Proj. Leader DEBBIE KEATING Client GODFREY CONST. Job 94-314 Misc. Note -EDUCATION STATION HYDROGRAPHS 10 Type SCS Desc. AREA A2 UNDEVELOPED 100 YR Area 0.6 ac. Time of Concent. 10 min. Storm Dist Type II Time hr:min 5:03 5:06 5:09 5:12 5:15 5:18 5:21 5:24 5:27 5:30 5:33 5:36 5:39 5:42 5:45 5:48 5:51 5:54 5:57 6:00 6:03 6:06 6:09 6:14 6:15 6:18 6:21 6:24 6:27 6:30 6:33 6:36 6:39 6:42 6:45 6:48 6:51 6:54 6:57 7:00 7:03 7:06 7:09 7:12 7:15 Flow cf s o.o o.o o.o o.o 0.0 0.0 0.0 o.o o.o o.o 0.0 o.o 0.0 0.0 0.0 o.o o.o o.o 0.0 o.o 0.0 0.0 o.o o.o o.o o.o o.o 0.0 0.0 0.0 o.o 0.0 0.0 o.o 0.0 0.0 o.o o.o 0.0 o.o 0.0 0.0 o.o o.o o.o Time hr:min 7:18 7:21 7:24 7:27 7:30 7:33 7:36 7:39 7:42 7:45 7:48 7:51 7:54 7:57 8:00 8:03 8:06 8:09 8:12 8:15 8:18 8:21 8:24 8:27 8:30 8:33 8:36 8:39 8:42 8:45 8:48 8:51 8:54 8:57 9:00 9:03 9:06 9:09 9:12 9:15 9:18 9:21 9:24 9:27 9:30 Flow cf s 0.0 o.o 0.0 o.o 0.0 0.0 0.0 o.o o.o o.o 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 Time hr:min 9:33 9:36 9:39 9:42 9:45 9:48 9:51 9:54 9:57 10:00 10:03 10:06 10:09 10:12 10:15 10:18 10:21 10:24 10:27 10:30 10:33 10:36 10:39 10:42 10:45 10:48 10:51 10:54 10:57 11:00 11:03 11:06 11:09 11:12 11:15 11:18 11:21 11:24 11:27 11:30 11:33 11:36 11:39 11:42 11:45 Freq. 100.0 yrs CN 77 Len 24 hrs Precip. 11.00 Flow cf s 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.4 0.4 0.4 0.4 0.5 0.7 1.1 1. 5 1. 7 Time hr:min 11:48 11:51 11:54 11:57 12:00 12:03 12:06 12:09 12:12 12:15 12:18 12:21 12:24 12:27 12:30 12:33 12:36 12:39 12:42 12:45 12:48 12:51 12:54 12:57 13:00 13:03 13:06 13:09 13:12 13:15 13:18 13:21 13:24 13:27 13:30 13:33 13:36 13:39 13:42 13:45 13:48 13:51 13:54 13:57 14:00 Continued on next page Flow cf s 1.9 2.5 3.7 4.7 5.3 5.6 5.0 3.6 2.3 1. 6 1. 3 1.1 0.9 0.8 0.7 0.7 0.6 0.6 0.5 0.5 0.5 0.5 0.5 0.4 0.4 0.4 0.4 0.4 0.4 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 ~ontinued from previous page 14:03 0.3 14:57 0.2 15:51 0.2 16:45 0.2 14:06 0.3 15:00 0.2 15:54 0.2 16:48 0.1 14:09 0.3 15:03 0.2 15:57 0.2 16:51 0.1 14:12 0.3 15:06 0.2 16:00 0.2 16:54 o.o 14:15 0.3 15:09 0.2 16:03 0.2 16:57 0.2 14:18 0.3 15:12 0.2 16:06 0.2 17:00 0.1 14:21 0.3 15:15 0.2 16:09 0.2 17:03 0.1 14:24 0.3 15:18 0.2 16:12 0.2 17:06 0.0 14:27 0.3 15:21 0.2 16:15 0.2 17:09 0.2 14:30 0.3 15:24 0.2 16:18 0.2 17:12 0.1 14: '.3.3 0.3 15:27 0.2 16:21 0.2 17:15 0.1 14:36 0.2 15:30 0.2 16:24 0.2 17:18 o.o 14:39 0.2 15:33 0.2 16:27 0.2 17:21 0.1 14:42 0.2 15:36 0.2 16:30 0.2 17:24 0.1 14:45 0.2 15:39 0.2 16:33 0.2 17:27 0.1 14:48 0.2 15:42 0.2 16:36 0.2 17:30 o.o 14:51 0.2 15:45 0.2 16:39 0.2 14:54 0.2 15:48 0.2 16:42 0.2 Volume of runoff = 0.34 ac. ft. Depth of runoff = 7.36 in. -; 'r File Name -PPLACE2A Date 11/23/94 Proj. Leader DEBBIE KEATING Client GODFREY CONST. Job 94-314 Misc. Note -EDUCATION STATION HYDROGRAPHS 1 Type SCS Desc. AREA A3 EXISTING Area 0.2 ac. Time of Concent. 10 min. Storm Dist Type II Time hr:min Flow cf s Time hr:min Flow cf s Time hr:min Freq. 2.0 yrs CN 75 Len 24 hrs Precip. 4.50 Flow cf s Time hr:min Flow cfs --------------------------------------------------------------------------------9:23 0.0 10:20 0.0 11:17 0.0 12:14 0.2 9:26 0.0 10:23 0.0 11:20 0.0 12:17 0.2 9:29 o.o 10:26 0.0 11:23 0.0 12:20 0.1 9:32 o.o 10:29 0.0 11:26 0.0 12:23 0.1 9:35 o.o 10:32 0.0 11:29 0.0 12:26 0.1 9:38 0.0 10:35 o.o 11:32 0.0 12:29 0.1 9:41 0.0 10:38 0.0 11:35 0.0 12:32 0.1 9:44 o.o 10:41 0.0 11:38 0.1 12:35 0.1 9:47 0.0 10:44 0.0 11:41 0.1 12:38 0.1 9:50 0.0 10:47 0.0 11:44 0.1 12:41 0.1 9:53 0.0 10:50 0.0 11:47 0.1 12:44 0.1 9:56 o.o 10:53 0.0 11:50 0.2 12:47 0.1 9:59 o.o 10:56 0.0 11:53 0.3 12:50 0.1 10:02 o.o 10:59 0.0 11:56 0.4 12:53 0.1 10:05 0.0 11:02 0.0 11:59 0.5 12:56 0.1 10:08 0.0 11:05 0.0 12:02 0.6 12:59 0.1 10:11 0.0 11:08 0.0 12:05 0.6 13:02 0.1 10:14 0.0 11:11 0.0 12:08 0.5 13:05 0.1 10:17 0.0 11:14 0.0 12:11 0.3 13:08 0.1 Volume of runoff = 0.02 ac. ft. Depth of runoff = 1.27 in. ~ File Name -PPLACE2A Date 11/23/94 Proj. Leader DEBBIE KEATING Client GODFREY CONST. Job 94-314 Misc. Note -EDUCATION STATION HYDROGRAPHS 2 Type SCS Desc. AREA A3 EXISTING 10 YR Area 0.2 ac. Time of Concent. 10 min. Freq. 10.0 yrs CN 75 Len 24 hrs Precip. 7.40 Storm Dist Type II Time hr:min 7:06 7:09 7:12 7:15 7:18 7:21 7:24 7:27 7:30 7:33 7:36 7:39 7:42 7:45 7:48 7:51 7:54 7:57 8:00 8:03 8:06 8:09 8:12 8:15 8:18 8:21 8:24 8:27 8:30 8:33 8:36 8:39 8:42 8:45 8:48 8:51 8:54 8:57 9:00 9:03 9:06 9:09 9:12 9:15 9:18 Flow cf s 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 o.o 0.0 0.0 o.o o.o 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 o.o 0.0 o.o o.o o.o o.o 0.0 o.o 0.0 o.o 0.0 o.o o.o 0.0 Time hr:min 9:21 9:24 9:27 9:30 9:33 9:36 9:39 9:42 9:45 9:48 9:51 9:54 9:57 10:00 10:03 10:06 10:09 10:12 10:15 10:18 10:21 10:24 10:27 10:30 10:33 10:36 10:39 10:42 10:45 10:48 10:51 10:54 10:57 11:00 11:03 11:06 11:09 11:12 11:15 11:18 11:21 11:24 11:27 11:30 11:33 Volume of runoff = Flow cfs o.o 0.0 0.0 o.o 0.0 o.o 0.0 0.0 0.0 0.0 o.o 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 o.o 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.08 ac. ft. Time hr:min 11:36 11:39 11:42 11:45 11:48 11:51 11:54 11:57 12:00 12:03 12:06 12:09 12:12 12:15 12:18 12:21 12:24 12:27 12:30 12:33 12:36 12:39 12:42 12:45 12:48 12:51 12:54 12:57 13:00 13:03 13:06 13:09 13:12 13:15 13:18 13:21 13:24 13:27 13:30 13:33 13:36 13:39 13:42 13:45 13:48 Flow cf s 0.1 0.2 0.3 0.4 0.4 0.5 0.8 1.1 1. 2 . ___ l_._3 __ 1. 3 0.9 0.6 0.4 0.3 0.3 0.2 0.2 0.2 0.2 0.2 0.1 O_. l 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 Time hr:min 13:51 13:54 13:57 14:00 14:03 14:06 14:09 14:12 14:15 14:18 14:21 14:24 14:27 14:30 14:33 14:36 14:39 14:42 14:45 14:48 14:51 14:54 14:57 15:00 15:03 15:06 15:09 15:12 15:15 15:18 15:21 15:24 15:27 15:30 15:33 15:36 15:39 15:42 15:45 15:48 15:51 15:54 15:57 16:00 16:03 Flow cf s 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 o.o o.o Depth of runoff = 4.07 in. File Name -PPLACE2A Date 11/23/94 Proj. Leader DEBBIE KEATING Client GODFREY CONST. Job 94-314 Misc. Note -EDUCATION STATION HYDROGRAPHS 3 Type SCS Desc. AREA A3 EXISTING 25 YR Area 0.2 ac. Time of Concent. 10 min. Storm Dist Type II Time hr:min 6:21 6:24 6:27 6:30 6:33 6:36 6:39 6:42 6:45 6:48 6:51 6:54 6:57 7:00 7:03 7:06 7:09 7:12 7:15 7:18 7:21 7:24 7:27 7:30 7:33 7:36 7:39 7:42 7:45 7:48 7:51 7:54 7:57 8:00 8:03 8:06 8:09 8:12 8:15 8:18 8:21 8:24 8:27 8:30 8:33 Flow cf s 0.0 o.o 0.0 o.o o.o 0.0 o.o o.o 0.0 0.0 0.0 0.0 0.0 o.o o.o 0.0 0.0 0.0 0.0 0.0 0.0 o.o o.o o.o 0.0 0.0 o.o 0.0 0.0 0.0 o.o 0.0 0.0 o.o 0.0 0.0 0.0 o.o 0.0 0.0 0.0 0.0 o.o o.o 0.0 Time hr:min 8:36 8:39 8:42 8:45 8:48 8:51 8:54 8:57 9:00 9:03 9:06 9:09 9:12 9:15 9:18 9:21 9:24 9:27 9:30 9:33 9:36 9:39 9:42 9:45 9:48 9:51 9:54 9:57 10:00 10:03 10:06 10:09 10:12 10:15 10:18 10:21 10:24 10:27 10:30 10:33 10:36 10:39 10:42 10:45 10:48 Flow cf s 0.0 o.o o.o o.o o.o o.o o.o 0.0 0.0 o.o 0.0 0.0 o.o 0.0 0.0 0.0 o.o 0.0 o.o 0.0 0.0 o.o 0.0 0.0 0.0 o.o 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 o.o 0.0 0.0 0.0 o.o 0.0 0.1 0.1 0.1 Time hr:min 10:51 10:54 10:57 11:00 11:03 11:06 11:09 11:12 11:15 11:18 11:21 11:24 11:27 11:30 11:33 11:36 11:39 11:42 11:45 11:48 11:51 11:54 11:57 12:00 12:03 12:06 12:09 12:12 12:15 12:18 12:21 12:24 12:27 12:30 12:33 12:36 12:39 12:42 12:45 12:48 12:51 12:54 12:57 13:00 13:03 Freq. 25.0 yrs CN 75 Len 24 hrs Precip. 8.80 Flow cf s 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.3 0.4 0.5 0.5 0.7 1.1 1.4 1. 6 __ L_l_ 1. 5 1.1 0.7 0.5 0.4 0.3 0.3 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.1 0.1 0.1 0.1 Time hr:min 13:06 13:09 13:12 13:15 13:18 13:21 13:24 13:27 13:30 13:33 13:36 13:39 13:42 13:45 13:48 13:51 13:54 13:57 14:00 14:03 14:06 14:09 14:12 14:15 14:18 14:21 14:24 14:27 14:30 14:33 14:36 14:39 14:42 14:45 14:48 14:51 14:54 14:57 15:00 15:03 15:06 15:09 15:12 15:15 15:18 Continued on next page Flow cf s 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 Continued from previous page 15:21 0.1 15:51 0.1 16:21 0.1 16:51 0.1 15:24 0.1 15:54 0.1 16:24 0.1 16:54 0.1 15:27 0.1 15:57 0.1 16:27 0.1 16:57 0.1 15:30 0.1 16:00 0.1 16:30 0.1 17:00 0.1 15:33 0.1 16:03 0.1 16:33 0.1 17:03 0.1 15:36 0.1 16:06 0.1 16:36 0.1 17:06 0.1 15:39 0.1 16:09 0.1 16:39 0.1 17:09 0.1 15:42 0.1 16:12 0.1 16:42 0.1 17:12 o.o 15:45 0.1 16:15 0.1 16:45 0.1 17:15 0.0 15:48 0.1 16:18 0.1 16:48 0.1 17:18 o.o Volume of runoff = 0.10 ac. ft. Depth of runoff = 5.48 in. File Name -PPLACE2A Date 11/23/94 Proj. Leader DEBBIE KEATING Client GODFREY CONST. Job 94-314 Misc. Note -EDUCATION STATION HYDROGRAPHS 4 Type SCS Desc. AREA A3 EXISTING 50 YR Area 0.2 ac. Time of concent. 10 min. storm Dist Type II Time hr:min 5:57 6:00 6:03 6:06 6:09 6:12 6:15 6:18 6:21 6:24 6:27 6:30 6:33 6:36 6:39 6:42 6:45 6:48 6:51 6:54 6:57 7:00 7:03 7:06 7:09 7:12 7:15 7:18 7:21 7:24 7:27 7:30 7:33 7:36 7:39 7:42 7:45 7:48 7:51 7:54 7:57 8:00 8:03 8:06 8:09 Flow cf s o.o o.o 0.0 o.o 0.0 o.o o.o 0.0 o.o o.o o.o 0.0 o.o o.o 0.0 0.0 0.0 o.o o.o o.o 0.0 0.0 o.o 0.0 0.0 0.0 o.o 0.0 0.0 o.o o.o 0.0 0.0 o.o 0.0 o.o 0.0 0.0 0.0 0.0 0.0 0.0 o.o 0.0 o.o Time hr:min 8: 12 8:15 8:18 8:21 8:24 8:27 8:30 8:33 8:36 8:39 8:42 8:45 8:48 8:51 8:54 8:57 9:00 9:03 9:06 9:09 9:12 9:15 9:18 9:21 9:24 9:27 9:30 9:33 9:36 9:39 9:42 9:45 9:48 9:51 9:54 9:57 10:00 10:03 10:06 10:09 10:12 10:15 10:18 10:21 10:24 Flow cf s 0.0 0.0 0.0 0.0 o.o 0.0 o.o o.o 0.0 0.0 0.0 o.o o.o 0.0 0.0 0.0 o.o 0.0 0.0 0.0 0.0 0.0 0.0 0.0 o.o 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 o.o o.o o.o 0.0 0.0 o.o 0.0 o.o o.o 0.0 0.0 0.0 Time hr:min 10:27 10:30 10:33 10:36 10:39 10:42 10:45 10:48 10:51 10:54 10:57 11:00 11:03 11:06 11:09 11:12 11:15 11:18 11:21 11:24 11:27 11:30 11:33 11:36 11:39 11:42 11:45 11:48 11:51 11:54 11:57 12:00 12:03 12:06 12:09 12:12 12:15 12: 18 12:21 12:24 12:27 12:30 12:33 12:36 12:39 Freq. 50.0 yrs CN 75 Len 24 hrs Precip. 9.80 Flow cf s o.o 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0 .. 1 0.2 0.4 0.5 0.6 0.6 0.8 1.2 1. 6 1.8 2.0 1.8 1. 3 0.8 0.6 0.5 0.4 0.3 0.3 0.2 0.2 0.2 0.2 Time hr:min 12:42 12:45 12:48 12:51 12:54 12:57 13:00 13:03 13:06 13:09 13:12 13:15 13:18 13: 21 13:24 13:27 13:30 13:33 13:36 13:39 13:42 13:45 13:48 13:51 13:54 13:57 14:00 14:03 14:06 14:09 14:12 14:15 14:18 14:21 14:24 14:27 14:30 14:33 14:36 14:39 14:42 14:45 14:48 14:51 14:54 Continued on next page Flow cf s 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 continued from previous page 14:57 0.1 15:39 0.1 16:21 0.1 17:03 0.1 15:00 0.1 15:42 0.1 16:24 0.1 17:06 0.1 15:03 0.1 15:45 0.1 16:27 0.1 17:09 0.1 15:06 0.1 15:48 0.1 16:30 0.1 17:12 0.1 15:09 0.1 15:51 0.1 16:33 0.1 17:15 0.1 15:12 0.1 15:54 0.1 16:36 0.1 17:18 0.1 15:15 0.1 15:57 0.1 16:39 0.1 17:21 0.1 15:18 0.1 16:00 0.1 16:42 0.1 17:24 0.1 15:21 0.1 16:03 0.1 16:45 0.1 17:27 0.1 15:24 0.1 16:06 0.1 16:48 0.1 17:30 0.1 15:27 0.1 16:09 0.1 16:51 0.1 17:33 0.1 15:30 0.1 16:12 0.1 16:54 0.1 17:36 0.1 15:33 0.1 16:15 0.1 16:57 0.1 17:39 o.o 15:36 0.1 16:18 0.1 17:00 0.1 17:42 0.0 / Volume of runoff = 0.12 ac. ft. Depth of runoff = 6.32 in. Continued from previous page 14:27 0.1 15:21 0.1 16:15 0.1 17:09 0.1 14:30 0.1 15:24 0.1 16:18 0.1 17:12 0.0 14:33 0.1 15:27 0.1 16:21 0.1 17:15 o.o 14:36 0.1 15:30 0.1 16:24 0.1 17:18 0.1 14:39 0.1 15:33 0.1 16:27 0.1 17:21 o.o 14:42 0.1 15:36 0.1 16:30 0.1 17:24 o.o 14:45 0.1 15:39 0.1 16:33 0.1 17:27 0.0 14:48 0.1 15:42 0.1 16:36 0.1 17:30 0.1 14:51 0.1 15:45 0.1 16:39 0.1 17:33 o.o 14:54 0.1 15:48 0.1 16:42 0.1 17:36 0.0 14:57 0.1 15:51 0.1 16:45 0.1 17:39 0.0 15:00 0.1 15:54 0.1 16:48 0.1 17:42 0.1 15:03 0.1 15:57 0.1 16:51 0.1 17:45 0.0 15:06 0.1 16:00 0.1 16:54 0.1 17:48 0.0 15:09 0.1 16:03 0.1 16:57 0.1 17:51 0.0 15:12 0.1 16:06 0.1 17:00 0.1 17:54 0.1 15:15 0.1 16:09 0.1 17:03 0.1 15:18 0.1 16:12 0.1 17:06 0.1 Volume of runoff = 0.14 ac. ft. Depth of runoff = 7.08 in. APPENDIXB I . L ______________________________________________________________________________ _ File Name -PPLACE2A Date 11/10/94 JProj. Leader DEBBIE KEATING Client GODFREY CONST. Job 94-314 L------------------~~~=:-~~::_:_:~~=~:=~~-~:~:=~~-~:~~~~~:~~-------------------11 Type scs Desc. Al + A2 UNDEVELOPED 2 YR \Area 0.9 ac. Time of Concent. 10 min. Freq. 2.0 yrs CN 77 ) Storm Dist Type II Len 24 hrs Precip. 4.50 --------------------------------------------------------------------------------Time Flow Time Flow Time Flow Time Flow / hr:min cfs hr:min cfs hr:min cfs hr:min cfs r-------------------------------------------------------------------------------11: 04 o.o 12:40 0.3 14:16 0.1 15:52 0.1 11:07 o.o 12:43 0.3 14:19 0.1 15:55 0.1 11:10 0.0 12:46 0.3 14:22 0.1 15:58 0.1 11:13 0.1 12:49 0.3 14:25 0.1 16:01 0.1 11:16 0.1 12:52 0.2 14:28 0.1 16:04 0.1 11:19 0.1 12:55 0.2 14:31 0.1 16:07 0.1 11:22 0.1 12:58 0.2 14:34 0.1 16:10 0.1 11:25 0.1 13:01 0.2 14:37 0.1 16:13 0.1 11:28 0.1 13:04 0.2 14:40 0.1 16:16 0.1 11:31 0.1 13:07 0.2 14:43 0.1 16:19 0.1 11:34 0.2 13:10 0.2 14:46 0.1 16:22 0.1 11:37 0.3 13:13 0.2 14:49 0.1 16:25 0.1 11:40 0.4 13:16 0.2 14:52 0.1 16:28 0.1 11:43 0.5 13:19 0.2 14:55 0.1 16:31 0.1 11:46 0.6 13:22 0.2 14:58 0.1 16:34 0.1 11:49 0.8 13:25 0.2 15:01 0.1 16:37 0.1 11:52 1.1 13:28 0.2 15:04 0.1 16:40 0.1 11:55 1.6 13:31 0.2 15:07 0.1 16:43 0.1 11:58 2.1 13:34 0.2 15:10 0.1 16:46 0.1 12:01 2.4 13:37 0.1 15:13 0.1 16:49 0.1 12:04 2.3 13:40 0.1 15:16 0.1 16:52 0.1 12:07 1.9 13:43 0.1 15:19 0.1 16:55 0.1 12:10 1.4 13:46 0.1 15:22 0.1 16:58 0.1 12:13 0.9 13:49 0.1 15:25 0.1 17:01 0.1 12:16 0.6 13:52 0.1 15:28 0.1 17:04 0.1 12:19 0.5 13:55 0.1 15:31 0.1 17:07 0.1 12:22 0.5 13:58 0.1 15:34 0.1 17:10 0.1 12:25 0.4 14:01 0.1 15:37 0.1 17:13 0.1 12:28 0.3 14:04 0.1 15:40 0.1 17:16 0.1 12:31 0.3 14:07 0.1 15:43 0.1 17:19 0.0 12:34 0.3 14:10 0.1 15:46 0.1 17:22 0.0 12:37 0.3 14:13 0.1 15:49 0.1 17:25 0.0 Volume of runoff = 0.13 ac. ft. Depth of runoff = 1.84 in. File Name -PPLACE2A Date 11/10/94 Proj. Leader DEBBIE KEATING Client GODFREY CONST. Job 94-314 L------------------~~:::_~~~=-=-~~~:~::~~-~:~::~~-~:~~~~~:~~------------------- 12 Type scs Desc. Al + A2 UNDEVELOPED 10 YR Area 0.9 ac. Time of Concent. 10 min. Freq. 10.0 yrs CN 77 1Storm Dist Type II Len 24 hrs Precip. 7.40 Time hr:min 9:48 9:52 9:56 10:00 10:04 10:08 10:12 10:16 10:20 10:24 10:28 10:32 10:36 10:40 10:44 10:48 10:52 10:56 11:00 11:04 11:08 11:12 11:16 11:20 11:24 11:28 11:32 11:36 11:40 11:44 11:48 11:52 11:56 Flow cf s 0.0 o.o 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.3 0.3 0.3 0.3 0.3 0.6 1. 0 1. 4 1. 8 2.7 3.8 Time hr:min 12:00 12:04 12:08 12:12 12:16 12:20 12:24 12:28 12:32 12:36 12:40 12:44 12:48 12:52 12:56 13:00 13:04 13:08 13:12 13:16 13:20 13:24 13:28 13:32 13:36 13:40 13:44 13:48 13:52 13:56 14:00 14:04 14:08 Volume of runoff = Flow cf s 4.8 4.8 3.7 2.3 1. 4 1.1 0.8 0.7 0.6 0.5 0.5 0.5 0.5 0.5 0.4 0.4 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.31 ac. ft. Time hr:min 14:12 14:16 14:20 14:24 14:28 14:32 14:36 14:40 14:44 14:48 14:52 14:56 15:00 15:04 15:08 15:12 15:16 15:20 15:24 15:28 15:32 15:36 15:40 15:44 15:48 15:52 15:56 16:00 16:04 16:08 16:12 16:16 16:20 Flow cf s 0.3 0.3 0.3 0.3 0.3 0.3 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 Time hr:min 16:24 16:28 16:32 16:36 16:40 16:44 16:48 16:52 16:56 17:00 17:04 17:08 17:12 17:16 17: 20 17:24 17:28 17:32 17:36 17:40 17:44 17:48 17:52 17:56 18:00 18:04 18:08 18:12 18:16 18:20 18:24 18:28 18:32 Flow cf s 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 o.o 0.0 o.o Depth of runoff = 4.30 in. File Name -PPLACE2A Date 11/10/94 ij Proj. Leader DEBBIE KEATING Client GODFREY CONST. Job 94-314 Misc. Note -EDUCATION STATION HYDROGRAPHS --------------------------------------------------------------------------------13 Type SCS Desc. Al + A2 UNDEVELOPED 25 YR 'Area 0.9 ac. Time of Concent. 10 min. Freq. 25.0 yrs CN 77 Storm Dist Type II Len 24 hrs Precip. 8.80 Time hr:min 9:05 9:09 9:13 9:17 9:21 9:25 9:29 9:33 9:37 9:41 9:45 9:49 9:53 9:57 10:01 10:05 10:09 10:13 10:17 10:21 10:25 10:29 10:33 10:37 10:41 10:45 10:49 10:53 10:57 11:01 11:05 11:09 11:13 11:17 11:21 Flow cf s o.o o.o 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.3 0.3 0.3 0.3 0.3 0.3 0.3 Time hr:min 11:25 11:29 11:33 11:37 11:41 11:45 11:49 11:53 11:57 12:01 12:05 12:09 12:13 12:17 12:21 12:25 12:29 12:33 12:37 12:41 12:45 12:49 12:53 12:57 13:01 13:05 13:09 13:13 13:17 13:21 13:25 13:29 13:33 13:37 13:41 Volume of runoff = Flow cfs 0.4 0.5 0.6 0.9 1.4 1.9 2.5 3.7 5.2 6.1 5.9 4.4 2.6 1. 7 1. 3 1. 0 0.8 0.8 0.7 0.6 0.6 0.6 0.5 0.5 0.5 0.5 0.5 0.4 0.4 0.3 0.3 0.3 0.3 0.3 0.3 0.39 ac. ft. Time hr:min 13:45 13:49 13:53 13:57 14:01 14:05 14:09 14:13 14:17 14:21 14:25 14:29 14:33 14:37 14:41 14:45 14:49 14:53 14:57 15:01 15:05 15:09 15:13 15:17 15:21 15:25 15:29 15:33 15:37 15:41 15:45 15:49 15:53 15:57 16:01 Flow cf s 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0 •. 3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 Time hr:min 16:05 16:09 16:13 16:17 16:21 16:25 16:29 16:33 16:37 16:41 16:45 16:49 16:53 16:57 17:01 17:05 17:09 17:13 17:17 17:21 17:25 17:29 17:33 17:37 17:41 17:45 17:49 17:53 17:57 18:01 18:05 18:09 18:13 18:17 18:21 Flow cf s 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.1 0.1 o.o 0.1 o.o o.o 0.1 o.o o.o 0.1 o.o 0.0 o.o Depth of runoff = 5.38 in. File Name -PPLACE2A Date 11/10/94 Proj. Leader DEBBIE KEATING Client GODFREY CONST. Job 94-314 Misc. Note -EDUCATION STATION HYDROGRAPHS 14 Type SCS Desc. Al + A2 UNDEVELOPED 50 YR '' Area o. 9 ac. Time of Concent. 10 min. Freq. 50.0 yrs CN 77 Len 24 hrs Precip. 9.80 I Storm Dist Type II Time hr:min 8:26 8:30 8:34 8:38 8:42 8:46 8:50 8:54 8:58 9:02 9:06 9:10 9:14 9:18 9:22 9:26 9:30 9:34 9:38 9:42 9:46 9:50 9:54 9:58 10:02 10:06 10:10 10:14 10:18 10:22 10:26 10:30 10:34 10:38 10:42 10:46 Flow cf s 0.0 o.o o.o 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.2 0.2 0.2 0.2 o .. 2 0.2 0.2 0.2 0.2 0.2 0.3 Time hr:min 10:50 10:54 10:58 11:02 11:06 11:10 11:14 11:18 11:22 11:26 11:30 11:34 11:38 11:42 11:46 11:50 11:54 11:58 12:02 12:06 12:10 12:14 12:18 12:22 12:26 12:30 12:34 12:38 12:42 12:46 12:50 12:54 12:58 13:02 13:06 13:10 Volume of runoff = Flow cf s 0.3 0.3 0.3 0.3 0.3 0.3 0.4 0.4 0.5 0.5 0.5 0.7 1. 2 1. 8 2.3 3.1 4.6 6.3 7.0 6.4 4.5 2.8 1. 8 1. 3 1.1 0.9 0.8 0.8 0.8 0.7 0.7 0.6 0.6 0.6 0.5 0.5 0.44 ac. ft. Time hr:min 13:14 13:18 13:22 13:26 13:30 13:34 13:38 13:42 13:46 13:50 13:54 13:58 14:02 14:06 14:10 14:14 14:18 14:22 14:26 14:30 14:34 14:38 14:42 14:46 14:50 14:54 14:58 15:02 15:06 15:10 15:14 15:18 15:22 15:26 15:30 15:34 Flow cf s 0.5 0.5 0.5 0.4 0.4 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0 •. 3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 Time hr:min 15:38 15:42 15:46 15:50 15:54 15:58 16:02 16:06 16:10 16:14 16:18 16:22 16:26 16:30 16:34 16:38 16:42 16:46 16:50 16:54 16:58 17:02 17:06 17:10 17:14 17:18 17:22 17:26 17:30 17:34 17:38 17:42 17:46 17:50 17:54 17:58 Flow cf s 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.1 0.1 0.1 0.1 0.1 o.o 0.1 o.o o.o 0.1 o.o o.o Depth of runoff = 6.14 in. File Name -PPLACE2A Date 11/10/94 Proj. Leader DEBBIE KEATING Client GODFREY CONST. Job 94-314 Misc. Note -EDUCATION STATION HYDROGRAPHS 15 Type SCS Desc. Al + A2 UNDEVELOPED 100 YR Area 0.9 ac. Time of Concent. 10 min. Storm Dist Type II Time hr:min 8:07 8:11 8:15 8:19 8:23 8:27 8:31 8:35 8:39 8:43 8:47 8:51 8:55 8:59 9:03 9:07 9:11 9:15 9:19 9:23 9:27 9:31 9:35 9:39 9:43 9:47 9:51 9:55 9:59 10:03 10:07 10:11 10:15 10:19 10:23 Flow cf s o.o 0.0 o.o 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 Time hr:min 10:27 10:31 10:35 10:39 10:43 10:47 10:51 10:55 10:59 11:03 11:07 11:11 11:15 11:19 11:23 11:27 11:31 11:35 11:39 11:43 11:47 11:51 11:55 11:59 12:03 12:07 12:11 12:15 12:19 12:23 12:27 12:31 12:35 12:39 12:43 Flow cf s 0.2 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.4 0.4 0.5 0.5 0.5 0.5 0.5 0.6 0.7 1. 0 1. 7 2.4 2.9 4.2 6.2 7.7 8.0 6.7 4.5 2.7 1. 9 1. 5 1. 2 1. 0 0.9 0.8 0.8 Time hr:min 12:47 12:51 12:55 12:59 13:03 13:07 13:11 13:15 13:19 13:23 13:27 13:31 13:35 13:39 13:43 13:47 13:51 13:55 13:59 14:03 14:07 14:11 14:15 14:19 14:23 14:27 14:31 14:35 14:39 14:43 14:47 14:51 14:55 14:59 15:03 Freq. 100.0 yrs CN 77 Len 24 hrs Precip. 11.00 Flow cf s 0.8 0.7 0.7 0.6 0.6 0.6 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 Time hr:min 15:07 15:11 15:15 15:19 15:23 15:27 15:31 15:35 15:39 15:43 15:47 15:51 15:55 15:59 16:03 16:07 16:11 16:15 16:19 16:23 16:27 16:31 16:35 16:39 16:43 16:47 16:51 16:55 16:59 17:03 17:07 17:11 17:15 17:19 17:23 Flow cf s 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 Volume of runoff = 0.51 ac. ft. Depth of runoff = 7.07 in. APPENDIXC • c :\winword\ppdcdrptdoc File Name -PPLACE2A Date 11/10/94 Proj. Leader DEBBIE KEATING Client GODFREY CONST. Job 94-314 Misc. Note -EDUCATION STATION HYDROGRAPHS 11 Type scs Desc. AREA Al DEVELOPED 2 YR Area 0.3 ac. Time of Concent. 10 min. Storm Dist Type II Time hr:min 3:06 3:09 3:12 3:15 3:18 3:21 3:24 3:27 3:30 3:33 3:36 3:39 3:42 3:45 3:48 3:51 3:54 3:57 4:00 4:03 4:06 4:09 4:12 4:15 4:18 4:21 4:24 4:27 4:30 4:33 4:36 4:39 4:42 4:45 4:48 4:51 4:54 4:57 5:00 5:03 5:06 5:09 5:12 5:15 5:18 Flow cf s o.o o.o o.o o.o o.o o.o o.o 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 o.o o.o o.o o.o 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 o.o o.o 0.0 o.o 0.0 o.o 0.0 0.0 o.o o.o 0.0 0.0 o.o o.o o.o 0.0 0.0 0.0 Time hr:min 5:21 5:24 5:27 5:30 5:33 5:36 5:39 5:42 5:45 5:48 5:51 5:54 5:57 6:00 6:03 6:06 6:09 6:12 6:15 6:18 6:21 6:24 6:27 6:30 6:33 6:36 6:39 6:42 6:45 6:48 6:51 6:54 6:57 7:00 7:03 7:06 7:09 7:12 7:15 7:18 7:21 7:24 7:27 7:30 7:33 Flow cf s 0.0 0.0 o.o o.o 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 o.o o.o 0.0 0.0 o.o o.o 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 o.o 0.0 0.0 o.o 0.0 0.0 0.0 0.0 0.0 Time hr:min 7:36 7:39 7:42 7:45 7:48 7:51 7:54 7:57 8:00 8:03 8:06 8:09 8:12 8:15 8:18 8:21 8:24 8:27 8:30 8:33 8:36 8:39 8:42 8:45 8:48 8:51 8:54 8:57 9:00 9:03 9:06 9:09 9:12 9:15 9:18 9:21 9:24 9:27 9:30 9:33 9:36 9:39 9:42 9:45 9:48 Freq. 2.0 yrs CN 94 Len 24 hrs Precip. 4.50 Flow cf s 0.0 0.0 0.0 o.o 0.0 o.o 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 o.o o.o o.o 0.0 0.0 0.0 0.0 0.0 o·. o 0.0 0.0 0.0 o.o o.o 0.0 o.o o.o 0.0 o.o 0.0 o.o 0.0 0.0 o.o 0.0 o.o o.o 0.0 0.0 0.0 Time hr:min 9:51 9:54 9:57 10:00 10:03 10:06 10:09 10:12 10:15 10:18 10:21 10:24 10:27 10:30 10:33 10:36 10:39 10:42 10:45 10:48 10:51 10:54 10:57 11:00 11:03 11:06 11:09 11:12 11:15 11:18 11:21 11:24 11:27 11:30 11:33 11:36 11:39 11:42 11:45 11:48 11:51 11:54 11:57 12:00 12:03 Continued on next page Flow cf s 0.0 o.o 0.0 o.o o.o 0.0 o.o 0.0 0.0 o.o o.o o.o 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.3 0.4 0.5 0.5 0.7 1. 0 1.2 1.4 1.4 Continued from previous page 12:06 1. 2 13:00 0.1 13:54 0.1 14:48 0.1 12:09 0.8 13:03 0.1 13:57 0.1 14:51 o.o 12:12 0.5 13:06 0.1 14:00 0.1 14:54 0.0 12:15 0.4 13:09 0.1 14:03 0.1 14:57 0.1 12:18 0.3 13:12 0.1 14:06 0.1 15:00 o.o 12:21 0.3 13:15 0.1 14:09 0.1 15:03 0.0 12:24 0.2 13:18 0.1 14:12 0.1 15:06 o.o 12:27 0.2 13:21 0.1 14:15 0.1 15:09 0.1 12:30 0.2 13:24 0.1 14:18 0.1 15:12 o.o 12:33 0.2 13:27 0.1 14: 21 0.1 15:15 o.o 12:36 0.2 13:30 0.1 14:24 0.1 15:18 o.o 12:39 0.1 13:33 0.1 14:27 0.1 15:21 0.1 12:42 0.1 13:36 0.1 14:30 0.1 15:24 o.o 12:45 0.1 13:39 0.1 14:33 0.1 15:27 o.o 12:48 0.1 13:42 0.1 14:36 0.1 15:30 0.0 12:51 0.1 13:45 0.1 14:39 0.1 15:33 0.1 12:54 0.1 13:48 0.1 14:42 0.1 12:57 0.1 13:51 0.1 14:45 0.1 Volume of runoff = 0.08 ac. ft. Depth of runoff = 3.06 in. File Name -PPLACE2A Date 11/10/94 Proj. Leader DEBBIE KEATING Client GODFREY CONST. Job 94-314 Misc. Note -EDUCATION STATION HYDROGRAPHS 12 Type scs Desc. AREA Al DEVELOPED 10 YR Area 0.3 ac. Time of Concent. 10 min. Storm Dist Type II Time hr:min 2:00 2:03 2:06 2:09 2:12 2:15 2:18 2:21 2:24 2:27 2:30 2:33 2:36 2:39 2:42 2:45 2:48 2:51 2:54 2:57 3:00 3:03 3:06 3:09 3:12 3:15 3:18 3:21 3:24 3:27 3:30 3:33 3:36 3:39 3:42 3:45 3:48 3:51 3:54 3:57 4:00 4:03 4:06 4:09 4:12 Flow cf s o.o o.o o.o o.o o.o o.o 0.0 o.o 0.0 0.0 0.0 0.0 0.0 0.0 0.0 o.o o.o 0.0 0.0 0.0 0.0 0.0 0.0 o.o 0.0 0.0 o.o 0.0 0.0 o.o o.o o.o o.o 0.0 0.0 o.o 0.0 0.0 o.o 0.0 o.o 0.0 0.0 o.o 0.0 Time hr:min 4:15 4:18 4:21 4:24 4:27 4:30 4:33 4:36 4:39 4:42 4:45 4:48 4:51 4:54 4:57 5:00 5:03 5:06 5:09 5:12 5:15 5:18 5:21 5:24 5:27 5:30 5:33 5:36 5:39 5:42 5:45 5:48 5:51 5:54 5:57 6:00 6:03 6:06 6:09 6:12 6:15 6:18 6:21 6:24 6:27 Flow cf s 0.0 o.o o.o o.o o.o 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 o.o 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 o.o o.o 0.0 o.o 0.0 o.o 0.0 0.0 o.o o.o 0.0 0.0 0.0 0.0 o.o Time hr:min 6:30 6:33 6:36 6:39 6:42 6:45 6:48 6:51 6:54 6:57 7:00 7:03 7:06 7:09 7:12 7:15 7:18 7:21 7:24 7:27 7:30 7:33 7:36 7:39 7:42 7:45 7:48 7:51 7:54 7:57 8:00 8:03 8:06 8:09 8:12 8:15 8:18 8:21 8:24 8:27 8:30 8:33 8:36 8:39 8:42 Freq. 10.0 yrs CN 94 Len 24 hrs Precip. 7.40 Flow cf s 0.0 0.0 o.o o.o 0.0 0.0 0.0 0.0 0.0 0.0 o.o 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 o.o o.o 0.0 o.o o~o 0.0 o.o o.o 0.0 0.0 0.0 0.0 o.o 0.0 o.o o.o 0.0 o.o 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 Time hr:min 8:45 8:48 8:51 8:54 8:57 9:00 9:03 9:06 9:09 9:12 9:15 9:18 9:21 9:24 9:27 9:30 9:33 9:36 9:39 9:42 9:45 9:48 9:51 9:54 9:57 10:00 10:03 10:06 10:09 10:12 10:15 10:18 10:21 10:24 10:27 10:30 10:33 10:36 10:39 10:42 10:45 10:48 10:51 10:54 10:57 Continued on next page Flow cf s 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 Continued from previous page 11:00 0.1 11:51 1.1 12:42 0.2 13:33 0.1 11:03 0.2 11:54 1. 6 12:45 0.2 13:36 0.1 11:06 0.2 11:57 2.0 12:48 0.2 13:39 0.1 11:09 0.2 12:00 2.3 12:51 0.2 13:42 0.1 11:12 0.2 12:03 2.4 12:54 0.2 13:45 0.1 11:15 0.2 12:06 2.2 12:57 0.2 13:48 0.1 11:18 0.2 12:09 1. 6 13:00 0.2 13:51 0.1 11:21 0.2 12:12 1. 0 13:03 0.2 13:54 0.1 11:24 0.2 12:15 0.7 13:06 0.2 13:57 0.1 11:27 0.2 12:18 0.5 13:09 0.2 14:00 0.0 11:30 0.2 12:21 0.5 13:12 0.1 14:03 o.o 11:33 0.2 12:24 0.4 13:15 0.1 14:06 0.1 11:36 0.3 12:27 0.3 13:18 0.1 14:09 0.1 11:39 0.5 12:30 0.3 13:21 0.1 14:12 o.o 11:42 0.7 12:33 0.3 13:24 0.1 14:15 o.o 11:45 0.8 12:36 0.3 13:27 0.1 14:18 0.1 11:48 0.9 12:39 0.2 13:30 0.1 14:21 0.1 Volume of runoff = 0.13 ac. ft. Depth of runoff = 5.15 in. File Name -PPLACE2A Date 11/10/94 Proj. Leader DEBBIE KEATING Client GODFREY CONST. Job 94-314 Misc. Note -EDUCATION STATION HYDROGRAPHS 13 Type scs Desc. AREA Al DEVELOPED 25 YR Area 0.3 ac. Time of Concent. 10 min. Storm Dist Type II Time hr:min 1:42 1:45 1:48 1:51 1:54 1:57 2:00 2:03 2:06 2:09 2:12 2:15 2:18 2:21 2:24 2:27 2:30 2:33 2:36 2:39 2:42 2:45 2:48 2:51 2:54 2:57 3:00 3:03 3:06 3:09 3:12 3:15 3:18 3:21 3:24 3:27 3:30 3:33 3:36 3:39 3:42 3:45 3:48 3:51 3:54 Flow cf s 0.0 0.0 0.0 0.0 o.o 0.0 0.0 0.0 o.o o.o 0.0 0.0 o.o o.o o.o 0.0 0.0 0.0 o.o 0.0 0.0 0.0 0.0 0.0 o.o o.o o.o 0.0 0.0 0.0 0.0 0.0 0.0 o.o 0.0 o.o o.o o.o 0.0 0.0 0.0 0.0 o.o 0.0 o.o Time hr:min 3:57 4:00 4:03 4:06 4:09 4:12 4:15 4:18 4:21 4:24 4:27 4:30 4:33 4:36 4:39 4:42 4:45 4:48 4:51 4:54 4:57 5:00 5:03 5:06 5:09 5:12 5:15 5:18 5:21 5:24 5:27 5:30 5:33 5:36 5:39 5:42 5:45 5:48 5:51 5:54 5:57 6:00 6:03 6:06 6:09 Flow cf s o.o 0.0 o.o o.o 0.0 0.0 0.0 0.0 0.0 o.o 0.0 0.0 0.0 0.0 o.o 0.0 0.0 0.0 o.o 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 o.o o.o 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Time hr:min 6:12 6:15 6:18 6:21 6:24 6:27 6:30 6:33 6:36 6:39 6:42 6:45 6:48 6:51 6:54 6:57 7:00 7:03 7:06 7:09 7:12 7:15 7:18 7:21 7:24 7:27 7:30 7:33 7:36 7:39 7:42 7:45 7:48 7:51 7:54 7:57 8:00 8:03 8:06 8:09 8:12 8:15 8:18 8:21 8:24 Freq. 25.0 yrs CN 94 Len 24 hrs Precip. 8.80 Flow cf s 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 o.o 0.0 0.0 0.0 o.o o.o 0.0 0.0 o.o 0.0 0.0 0.0 0.0 0.0 o·. o 0.0 0.0 0.0 0.0 0.0 0.0 o.o 0.0 0.0 0.0 0.0 0.0 o.o 0.0 o.o 0.1 0.1 0.1 0.1 0.1 0.1 Time hr:min 8:27 8:30 8:33 8:36 8:39 8:42 8:45 8:48 8:51 8:54 8:57 9:00 9:03 9:06 9:09 9:12 9:15 9:18 9:21 9:24 9:27 9:30 9:33 9:36 9:39 9:42 9:45 9:48 9:51 9:54 9:57 10:00 10:03 10:06 10:09 10:12 10:15 10:18 10:21 10:24 10:27 10:30 10:33 10:36 10:39 Continued on next page Flow cf s 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 'Continued from previous page 10:42 0.1 11:33 0.3 12:24 0.4 13:15 0.1 10:45 0.1 11:36 0.4 12:27 0.4 13:18 0.1 10:48 0.2 11:39 0.7 12:30 0.3 13:21 0.1 10:51 0.2 11:42 0.9 12:33 0.3 13:24 0.1 10:54 0.2 11:45 1. 0 12:36 0.3 13:27 0.1 10:57 0.2 11:48 1.1 12:39 0.3 13:30 0.1 11:00 0.2 11:51 1.4 12:42 0.3 13:33 0.1 11:03 0.2 11:54 2.0 12:45 0.3 13:36 0.1 11:06 0.2 11:57 2.5 12:48 0.3 13:39 0.1 11:09 0.2 12:00 2.8 12:51 0.2 13:42 0.1 11:12 0.2 12:03 2.8 12:54 0.2 13:45 o.o 11:15 0.2 12:06 2.5 12:57 0.2 13:48 0.1 11:18 0.2 12:09 1. 7 13:00 0.2 13:51 0.1 11:21 0.2 12:12 1.1 13:03 0.2 13:54 0.1 11:24 0.2 12:15 0.8 13:06 0.2 13:57 o.o 11:27 0.3 12:18 0.6 13:09 0.2 14:00 0.1 11:30 0.3 12:21 0.5 13:12 0.2 14:03 0.1 Volume of runoff = 0.16 ac. ft. Depth of runoff = 6.01 in. File Name -PPLACE2A Date 11/10/94 Proj. Leader DEBBIE KEATING Client GODFREY CONST. Job 94-314 Misc. Note -EDUCATION STATION HYDROGRAPHS 14 Type scs Desc. AREA Al DEVELOPED 50 YR Area 0.3 ac. Time of Concent. 10 min. Storm Dist Type II Time hr:min 1:33 1:36 1:39 1:42 1:45 1:48 1:51 1:54 1:57 2:00 2:03 2:06 2:09 2:12 2:15 2:18 2:21 2:24 2:27 2:30 2:33 2:36 2:39 2:42 2:45 2:48 2:51 2:54 2:57 3:00 3:03 3:06 3:09 3:12 3:15 3:18 3:21 3:24 3:27 3:30 3:33 3:36 3:39 3:42 3:45 Flow cf s 0.0 o.o o.o 0.0 o.o o.o o.o 0.0 0.0 o.o 0.0 0.0 0.0 0.0 o.o o.o 0.0 0.0 0.0 o.o 0.0 0.0 0.0 o.o 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 o.o o.o 0.0 0.0 o.o 0.0 0.0 0.0 0.0 0.0 0.0 o.o Time hr:min 3:48 3:51 3:54 3:57 4:00 4:03 4:06 4:09 4:12 4:15 4:18 4:21 4:24 4:27 4:30 4:33 4:36 4:39 4:42 4:45 4:48 4:51 4:54 4:57 5:00 5:03 5:06 5:09 5:12 5:15 5:18 5:21 5:24 5:27 5:30 5:33 5:36 5:39 5:42 5:45 5:48 5:51 5:54 5:57 6:00 Flow cf s 0.0 0.0 o.o 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 o.o 0.0 o.o 0.0 0.0 o.o o.o 0.0 0.0 0.0 0.0 0.0 0.0 o.o 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 o.o 0.0 0.0 0.0 o.o 0.0 o.o 0.0 Time hr:min 6:03 6:06 6:09 6:12 6:15 6:18 6:21 6:24 6:27 6:30 6:33 6:36 6:39 6:42 6:45 6:48 6:51 6:54 6:57 7:00 7:03 7:06 7:09 7:12 7:15 7:18 7:21 7:24 7:27 7:30 7:33 7:36 7:39 7:42 7:45 7:48 7:51 7:54 7:57 8:00 8:03 8:06 8:09 8:12 8:15 Freq. 50.0 yrs CN 94 Len 24 hrs Precip. 9.80 Flow cf s 0.0 0.0 0.0 0.0 0.0 0.0 o.o 0.0 0.0 0.0 o.o 0.0 0.0 0.0 o.o o.o 0.0 0.0 o.o 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 Time hr:min 8:18 8:21 8:24 8:27 8:30 8:33 8:36 8:39 8:42 8:45 8:48 8:51 8:54 8:57 9:00 9:03 9:06 9:09 9:12 9:15 9:18 9:21 9:24 9:27 9:30 9:33 9:36 9:39 9:42 9:45 9:48 9:51 9:54 9:57 10:00 10:03 10:06 10:09 10:12 10:15 10:18 10:21 10:24 10:27 10:30 Continued on next page Flow cf s 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 ontinued from previous page 10:33 0.1 11:27 0.3 12:21 0.6 13:15 0.2 10:36 0.1 11:30 0.3 12:24 0.5 13:18 0.2 10:39 0.2 11:33 0.3 12:27 0.4 13:21 0.2 10:42 0.2 11:36 0.5 12:30 0.4 13:24 0.2 10:45 0.2 11:39 0.8 12:33 0.4 13:27 0.2 10:48 0.2 11:42 1. 0 12:36 0.3 13:30 0.2 10:51 0.2 11:45 1.1 12:39 0.3 13:33 0.2 10:54 0.2 11:48 1. 2 12:42 0.3 13:36 0.2 10:57 0.2 11:51 1. 6 12:45 0.3 13:39 0.1 J 11:00 0.2 11:54 2.3 12:48 0.3 13:42 0.1 11:03 0.2 11:57 2.8 12:51 0.3 13:45 0.0 11:06 0.2 12:00 3.1 12:54 0.3 13:48 0.2 11:09 0.2 12:03 3.2 12:57 0.2 13:51 0.1 11:12 0.2 12:06 2.8 13:00 0.2 13:54 0.1 11:15 0.2 12:09 1. 9 13:03 0.2 13:57 o.o 11:18 0.2 12:12 1. 2 13:06 0.2 14:00 0.1 11:21 0.3 12:15 0.9 13:09 0.2 11:24 0.3 12:18 0.7 13:12 0.2 Volume of runoff = 0.18 ac. ft. Depth of runoff = 7.08 in. File Name -PPLACE2A Date 11/10/94 Proj. Leader DEBBIE KEATING Client GODFREY CONST. Job 94-314 Misc. Note -EDUCATION STATION HYDROGRAPHS 15 Type SCS Desc. AREA Al DEVELOPED 100 YR Area 0.3 ac. Time of Concent. 10 min. Storm Dist Type II Time hr:min 1:24 1:27 1:30 1:33 1:36 1:39 1:42 1:45 1:48 1:51 1:54 1:57 2:00 2:03 2:06 2:09 2:12 2:15 2:18 2:21 2:24 2:27 2:30 2:33 2:36 2:39 2:42 2:45 2:48 2:51 2:54 2:57 3:00 3:03 3:06 3:09 3:12 3:15 3:18 3:21 3:24 3:27 3:30 3:33 3:36 Flow cf s o.o 0.0 o.o o.o o.o o.o o.o 0.0 o.o 0.0 o.o 0.0 0.0 0.0 0.0 0.0 o.o 0.0 0.0 0.0 o.o 0.0 0.0 o.o 0.0 0.0 0.0 o.o 0.0 o.o 0.0 0.0 0.0 0.0 o.o o.o o.o o.o o.o o.o o.o o.o o.o 0.0 o.o Time hr:min 3:39 3:42 3:45 3:48 3:51 3:54 3:57 4:00 4:03 4:06 4:09 4:12 4:15 4:18 4:21 4:24 4:27 4:30 4:33 4:36 4:39 4:42 4:45 4:48 4:51 4:54 4:57 5:00 5:03 5:06 5:09 5:12 5:15 5:18 5:21 5:24 5:27 5:30 5:33 5:36 5:39 5:42 5:45 5:48 5:51 Flow cf s 0.0 o.o o.o 0.0 0.0 0.0 0.0 o.o o.o 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 o.o 0.0 0.0 0.0 0.0 0.0 o.o 0.0 0.0 0.0 0.0 0.0 0.0 0.0 o.o 0.0 0.0 0.0 0.0 0.0 0.0 o.o o.o 0.0 0.0 0.0 0.0 Time hr:min 5:54 5:57 6:00 6:03 6:06 6:09 6:12 6:15 6:18 6:21 6:24 6:27 6:30 6:33 6:36 6:39 6:42 6:45 6:48 6:51 6:54 6:57 7:00 7:03 7:06 7:09 7:12 7:15 7:18 7:21 7:24 7:27 7:30 7:33 7:36 7:39 7:42 7:45 7:48 7:51 7:54 7:57 8:00 8:03 8:06 Freq. 100.0 yrs CN 94 Len 24 hrs Precip. 11.00 Flow cf s o.o 0.0 o.o o.o o.o 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 a". 1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 Time hr:min 8:09 8:12 8:15 8:18 8:21 8:24 8:27 8:30 8:33 8:36 8:39 8:42 8: 45. 8:48 8:51 8:54 8:57 9:00 9:03 9:06 9:09 9:12 9:15 9:18 9:21 9:24 9:27 9:30 9:33 9:36 9:39 9:42 9:45 9:48 9:51 9:54 9:57 10:00 10:03 10:06 10:09 10:12 10:15 10:18 10:21 Continued on next page Flow cf s 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 Continued from previous page 10:24 0.1 11:18 0.3 12:12 1.4 13:06 0.2 10:27 0.1 11:21 0.3 12:15 1. 0 13:09 0.2 10:30 0.2 11:24 0.3 12:18 0.8 13:12 0.2 10:33 0.2 11:27 0.3 12:21 0.7 13:15 0.2 10:36 0.2 11:30 0.3 12:24 0.5 13:18 0.2 10:39 0.2 11:33 0.4 12:27 0.5 13:21 0.2 10:42 0.2 11:36 0.5 12:30 0.4 13:24 0.2 10:45 0.2 11:39 0.8 12:33 0.4 13:27 0.2 10:48 0.2 11:42 1.1 12:36 0.4 13:30 0.1 10:51 0.2 11:45 1. 3 12:39 0.4 13:33 0.1 10:54 0.2 11:48 1. 4 12:42 0.3 13:36 o.o 10:57 0.2 11:51 1. 7 12:45 0.3 13:39 0.2 11:00 0.2 11:54 2.5 12:48 0.3 13:42 0.1 11:03 0.2 11:57 3.1 12:51 0.3 13:45 0.1 11:06 0.2 12:00 3.5 12:54 0.3 13:48 o.o 11:09 0.3 12:03 3.6 12:57 0.3 13:51 0.1 11:12 0.3 12:06 3.2 13:00 0.2 11:15 0.3 12:09 2.3 13:03 0.2 Volume of runoff = 0.21 ac. ft. Depth of runoff = 7.99 in. File Name -PPLACE2A Date 11/10/94 Proj. Leader DEBBIE KEATING Client GODFREY CONST. Job 94-314 Misc. Note -EDUCATION STATION HYDROGRAPHS 16 Type scs Desc. AREA A2 DEVELOPED 2 YR Area 0.6 ac. Time of Concent. 10 min. Storm Dist Type II Time hr:min 3:06 3:09 3:12 3:15 3:18 3:21 3:24 3:27 3:30 3:33 3:36 3:39 3:42 3:45 3:48 3:51 3:54 3:57 4:00 4:03 4:06 4:09 4:12 4:15 4:18 4:21 4:24 4:27 4:30 4:33 4:36 4:39 4:42 4:45 4:48 4:51 4:54 4:57 5:00 5:03 5:06 5:09 5:12 5:15 5:18 Flow cf s 0.0 o.o o.o o.o 0.0 0.0 0.0 o.o o.o 0.0 0.0 0.0 0.0 0.0 o.o 0.0 o.o 0.0 0.0 0.0 0.0 0.0 0.0 0.0 o.o 0.0 0.0 0.0 o.a 0.0 o.a o.o o.o a.a 0.0 o.o a.a a.o o.a o.a 0.0 o.o o.o o.a 0.0 Time hr:min 5:21 5:24 5:27 5:30 5:33 5:36 5:39 5:42 5:45 5:48 5:51 5:54 5:57 6:00 6:03 6:a6 6:09 6:12 6:15 6:18 6:21 6:24 6:27 6:3a 6:33 6:36 6:39 6:42 6:45 6:48 6:51 6:54 6:57 7:0a 7:a3 7:06 7:a9 7:12 7:15 7:18 7:21 7:24 7:27 7:30 7:33 Flow cf s a.o a.a a.a a.a o.a o.a o.a a.a a.a a.o a.o a.a o.o a.a a.o 0.0 a.a a.o a.o 0.0 o.a a.a a.a a.a a.o 0.0 a.a a.a a.a a.o a.a a.o o.a a.a a.o a.o a.a a.a a.a o.a 0.0 a.a a.a a.a a.a Time hr:min 7:36 7:39 7:42 7:45 7:48 7:51 7:54 7:57 8:ao 8:a3 8:a6 8:09 8:12 8:15 8:18 8:21 8:24 8:27 8:3a 8:33 8:36 8:39 8:42 8:45 8:48 8:51 8:54 8:57 9:0a 9:03 9:06 9:09 9:12 9:15 9:18 9:21 9:24 9:27 9:30 9:33 9:36 9:39 9:42 9:45 9:48 Freq. 2.a yrs CN 94 Len 24 hrs Precip. 4.50 Flow cf s 0.0 0.0 a.a 0.0 o.a a.a a.a o.a o.a o.a a.a a.a a.a a.a a.o a.a a.o a.o a.o a.a a.o a.o a.o o.a a.o a.a o.a a.o a.a a.a a.1 0.1 0.1 0.1 0.1 0.1 a.1 a.1 a.1 0.1 0.1 a.1 0.1 0.1 0.1 Time hr:min 9:51 9:54 9:57 lO:aa 10:03 1a:a6 10:09 1a:12 10:15 1a:18 1a:21 1a:24 1a:27 1a:3a 10:33 1a:36 1a:39 10:42 10:45 1a:48 10:51 1a:54 1a:57 ll:ao ll:a3 11:06 ll:a9 11:12 11:15 11:18 11:21 11:24 11:27 11:30 11:33 11:36 11:39 11:42 11:45 11:48 11:51 11:54 11:57 12:oa 12:a3 Continued on next page Flow cf s 0.1 0.1 0.1 0.1 a.1 0.1 a.1 a.1 0.1 a.1 0.1 a.1 a.1 a.1 a.1 a.1 a.1 a.1 0.1 a.1 a.1 0.1 a.1 0.1 0.1 a.2 0.2 a.2 a.2 0.2 0.2 0.2 0.2 a.2 a.2 0.4 a.6 0.8 0.9 a.9 1. 2 1.8 2.2 2.4 2.5 'Continued from previous page 12:06 2.2 13:00 0.2 13:54 0.1 14:48 0.1 12:09 1. 5 13:03 0.2 13:57 0.1 14:51 o.o 12:12 1. 0 13:06 0.2 14:00 0.1 14:54 o.o 12:15 0.7 13:09 0.2 14:03 0.1 14:57 0.1 12:18 0.6 13:12 0.2 14:06 0.1 15:00 0.1 12:21 0.5 13:15 0.2 14:09 0.1 15:03 o.o 12:24 0.4 13:18 0.1 14:12 0.1 15:06 o.o 12:27 0.3 13:21 0.1 14:15 0.1 15:09 0.1 12:30 0.3 13:24 0.1 14:18 0.1 15:12 0.1 12:33 0.3 13:27 0.1 14:21 0.1 15:15 o.o 12:36 0.3 13:30 0.1 14:24 0.1 15:18 o.o 12:39 0.3 13:33 0.1 14:27 0.1 15:21 0.1 12:42 0.2 13:36 0.1 14:30 0.1 15:24 0.1 12:45 0.2 13:39 0.1 14:33 0.1 15:27 o.o 12:48 0.2 13:42 0.1 14:36 0.1 15:30 0.0 12:51 0.2 13:45 0.1 14:39 0.1 15:33 0.1 12:54 0.2 13:48 0.1 14:42 0.1 12:57 0.2 13:51 0.1 14:45 0.1 Volume of runoff = 0.14 ac. ft. Depth of runoff = 3.08 in. File Name -PPLACE2A Date 11/10/94 Proj. Leader DEBBIE KEATING Client GODFREY CONST. Job 94-314 Misc. Note -EDUCATION STATION HYDROGRAPHS 17 Type SCS Desc. AREA A2 DEVELOPED 10 YR Area 0.6 ac. Time of Concent. 10 min. Storm Dist Type II Time hr:min 2:00 2:03 2:06 2:09 2:12 2:15 2:18 2:21 2:24 2:27 2:30 2:33 2:36 2:39 2:42 2:45 2:48 2:51 2:54 2:57 3:00 3:03 3:06 3:09 3:12 3:15 3:18 3:21 3:24 3:27 3:30 3:33 3:36 3:39 3:42 3:45 3:48 3:51 3:54 3:57 4:00 4:03 4:06 4:09 4:12 Flow cf s o.o o.o 0.0 o.o 0.0 0.0 o.o o.o 0.0 o.o o.o 0.0 0.0 o.o 0.0 o.o 0.0 o.o o.o 0.0 0.0 0.0 o.o o.o o.o 0.0 0.0 0.0 0.0 o.o 0.0 o.o 0.0 o.o o.o o.o 0.0 o.o o.o o.o o.o o.o o.o o.o o.o Time hr:min 4:15 4:18 4:21 4:24 4:27 4:30 4:33 4:36 4:39 4:42 4:45 4:48 4:51 4:54 4:57 5:00 5:03 5:06 5:09 5:12 5:15 5:18 5:21 5:24 5:27 5:30 5:33 5:36 5:39 5:42 5:45 5:48 5:51 5:54 5:57 6:00 6:03 6:06 6:09 6:12 6:15 6:18 6:21 6:24 6:27 Flow cf s o.o 0.0 o.o o.o 0.0 0.0 0.0 0.0 o.o 0.0 0.0 0.0 0.0 o.o 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 o.o 0.0 o.o 0.0 0.0 0.0 0.0 o.o 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 Time hr:min 6:30 6:33 6:36 6:39 6:42 6:45 6:48 6:51 6:54 6:57 7:00 7:03 7:06 7:09 7:12 7:15 7:18 7:21 7:24 7:27 7:30 7:33 7:36 7:39 7:42 7:45 7:48 7:51 7:54 7:57 8:00 8:03 8:06 8:09 8:12 8:15 8:18 8:21 8:24 8:27 8:30 8:33 8:36 8:39 8:42 Freq. 10.0 yrs CN 94 Len 24 hrs Precip. 7.40 Flow cf s 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 Q.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 Time hr:min 8:45 8:48 8:51 8:54 8:57 9:00 9:03 9:06 9:09 9:12 9:15 9:18 9:21 9:24 9:27 9:30 9:33 9:36 9:39 9:42 9:45 9:48 9:51 9:54 9:57 10:00 10:03 10:06 10:09 10:12 10:15 10:18 10:21 10:24 10:27 10:30 10:33 10:36 10:39 10:42 10:45 10:48 10:51 10:54 10:57 Continued on next page Flow cf s 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.3 Continued from previous page 11:00 0.3 11:54 2.8 12:48 0.4 13:42 0.2 11:03 0.3 11:57 3.6 12:51 0.4 13:45 0.2 11:06 0.3 12:00 4.0 12:54 0.3 13:48 0.2 11:09 0.3 12:03 4.2 12:57 0.3 13:51 0.2 11:12 0.3 12:06 3.9 13:00 0.3 13:54 0.2 11:15 0.3 12:09 2.9 13:03 0.3 13:57 0.1 11:18 0.3 12:12 1. 8 13:06 0.3 14:00 0.1 11:21 0.3 12:15 1. 2 13:09 0.3 14:03 o.o 11:24 0.4 12:18 1. 0 13:12 0.3 14:06 0.2 11:27 0.4 12:21 0.8 13:15 0.3 14:09 0.1 11:30 0.4 12:24 0.7 13:18 0.2 14:12 0.1 11:33 0.4 12:27 0.6 13:21 0.2 14:15 o.o 11:36 0.5 12:30 0.5 13:24 0.2 14:18 0.2 11:39 0.9 12:33 0.5 13:27 0.2 14:21 0.1 11:42 1.3 12:36 0.5 13:30 0.2 14:24 0.1 11:45 1.5 12:39 0.4 13:33 0.2 14:27 0.0 11:48 1. 6 12:42 0.4 13:36 0.2 11:51 1.9 12:45 0.4 13:39 0.2 Volume of runoff = 0.25 ac. ft. Depth of runoff = 5.35 in. File Name -PPLACE2A Date 11/10/94 Proj. Leader DEBBIE KEATING Client GODFREY CONST. Job 94-314 Misc. Note -EDUCATION STATION HYDROGRAPHS 18 Type scs Desc. AREA A2 DEVELOPED 25 YR Area 0.6 ac. Time of Concent. 10 min. Storm Dist Type II Time hr:min 1:42 1:45 1:48 1:51 1:54 1:57 2:00 2:03 2:06 2:09 2:12 2:15 2:18 2:21 2:24 2:27 2:30 2:33 2:36 2:39 2:42 2:45 2:48 2:51 2:54 2:57 3:00 3:03 3:06 3:09 3:12 3:15 3:18 3:21 3:24 3:27 3:30 3:33 3:36 3:39 3:42 3:45 3:48 3:51 3:54 Flow cf s 0.0 o.o o.o o.o o.o o.o 0.0 0.0 o.o 0.0 o.o 0.0 0.0 0.0 o.o 0.0 0.0 0.0 0.0 0.0 0.0 o.o 0.0 0.0 0.0 0.0 0.0 o.o o.o 0.0 o.o 0.0 0.0 0.0 o.o 0.0 o.o 0.0 0.0 0.0 0.0 o.o o.o 0.0 0.0 Time hr:min 3:57 4:00 4:03 4:06 4:09 4:12 4:15 4:18 4:21 4:24 4:27 4:30 4:33 4:36 4:39 4:42 4:45 4:48 4:51 4:54 4:57 5:00 5:03 5:06 5:09 5:12 5:15 5:18 5:21 5:24 5:27 5:30 5:33 5:36 5:39 5:42 5:45 5:48 5:51 5:54 5:57 6:00 6:03 6:06 6:09 Flow cf s o.o 0.0 o.o o.o 0.0 o.o o.o 0.0 0.0 0.0 0.0 0.0 0.0 o.o 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 Time hr:min 6:12 6:15 6:18 6:21 6:24 6:27 6:30 6:33 6:36 6:39 6:42 6:45 6:48 6:51 6:54 6:57 7:00 7:03 7:06 7:09 7:12 7:15 7:18 7:21 7:24 7:27 7:30 7:33 7:36 7:39 7:42 7:45 7:48 7:51 7:54 7:57 8:00 8:03 8:06 8:09 8:12 8:15 8:18 8:21 8:24 Freq. 25.0 yrs CN 94 Len 24 hrs Precip. 8.80 Flow cf s 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 Time hr:min 8:27 8:30 8:33 8:36 8:39 8:42 8:45 8:48 8:51 8:54 8:57 9:00 9:03 9:06 9:09 9:12 9:15 9:18 9:21 9:24 9:27 9:30 9:33 9:36 9:39 9:42 9:45 9:48 9:51 9:54 9:57 10:00 10:03 10:06 10:09 10:12 10:15 10:18 10:21 10:24 10:27 10:30 10:33 10:36 10:39 Continued on next page Flow cf s 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 .Continued from previous page 10:42 0.3 11:36 0.7 12:30 0.6 13:24 0.3 10:45 0.3 11:39 1.2 12:33 0.6 13:27 0.2 10:48 0.3 11:42 1. 6 12:36 0.5 13:30 0.2 10:51 0.3 11:45 1.8 12:39 0.5 13:33 0.2 10:54 0.3 11:48 1. 9 12:42 0.5 13:36 0.2 10:57 0.3 11:51 2.5 12:45 0.5 13:39 0.2 11:00 0.3 11:54 3.6 12:48 0.5 13:42 0.1 11:03 0.3 11:57 4.5 12:51 0.4 13:45 o.o 11:06 0.3 12:00 4.9 12:54 0.4 13:48 0.2 11:09 0.4 12:03 5.1 12:57 0.4 13:51 0.2 11:12 0.4 12:06 4.4 13:00 0.4 13:54 0.1 11:15 0.4 12:09 3.1 13:03 0.4 13:57 o.o 11:18 0.4 12:12 1. 9 13:06 0.3 14:00 0.2 11:21 0.4 12:15 1.4 13:09 0.3 14:03 0.1 11:24 0.4 12:18 1.1 13:12 0.3 14:06 0.1 11:27 0.5 12:21 0.9 13:15 0.3 14:09 0.0 11:30 0.5 12:24 0.8 13:18 0.3 11:33 0.5 12:27 0.6 13:21 0.3 Volume of runoff = 0.30 ac. ft. Depth of runoff = 6.43 in. File Name -PPLACE2A Date 11/10/94 Proj. Leader DEBBIE KEATING Client GODFREY CONST. Job 94-314 Misc. Note -EDUCATION STATION HYDROGRAPHS 19 Type SCS Desc. AREA A2 DEVELOPED 50 YR Area 0.6 ac. Time of Concent. 10 min. Storm Dist Type II Time hr:min 1:33 1:36 1:39 1:42 1:45 1:48 1:51 1:54 1:57 2:00 2:03 2:06 2:09 2:12 2:15 2:18 2:21 2:24 2:27 2:30 2:33 2:36 2:39 2:42 2:45 2:48 2:51 2:54 2:57 3:00 3:03 3:06 3:09 3:12 3:15 3:18 3:21 3:24 3:27 3:30 3:33 3:36 3:39 3:42 3:45 Flow cf s o.o o.o o.o o.o 0.0 o.o o.o o.o 0.0 0.0 0.0 0.0 o.o 0.0 0.0 0.0 0.0 0.0 0.0 0.0 o.o o.o o.o 0.0 0.0 0.0 o.o o.o o.o o.o 0.0 o.o 0.0 0.0 o.o 0.0 0.0 0.0 0.0 o.o o.o o.o o.o o.o o.o Time hr:min 3:48 3:51 3:54 3:57 4:00 4:03 4:06 4:09 4:12 4:15 4:18 4:21 4:24 4:27 4:30 4:33 4:36 4:39 4:42 4:45 4:48 4:51 4:54 4:57 5:00 5:03 5:06 5:09 5:12 5:15 5:18 5:21 5:24 5:27 5:30 5:33 5:36 5:39 5:42 5:45 5:48 5:51 5:54 5:57 6:00 Flow cf s 0.0 o.o o.o 0.0 o.o 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 Time hr:min 6:03 6:06 6:09 6:12 6:15 6:18 6:21 6:24 6:27 6:30 6:33 6:36 6:39 6:42 6:45 6:48 6:51 6:54 6:57 7:00 7:03 7:06 7:09 7:12 7:15 7:18 7:21 7:24 7:27 7:30 7:33 7:36 7:39 7:42 7:45 7:48 7:51 7:54 7:57 8:00 8:03 8:06 8:09 8:12 8:15 Freq. 50.0 yrs CN 94 Len 24 hrs Precip. 9.80 Flow cf s 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 Time hr:min 8:18 8:21 8:24 8:27 8:30 8:33 8:36 8:39 8:42 8:45 8:48 8:51 8:54 8:57 9:00 9:03 9:06 9:09 9:12 9:15 9:18 9:21 9:24 9:27 9:30 9:33 9:36 9:39 9:42 9:45 9:48 9:51 9:54 9:57 10:00 10:03 10:06 10:09 10:12 10:15 10:18 10:21 10:24 10:27 10:30 Continued on next page Flow cf s 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 rontinued from previous page 10:33 0.2 11:27 0.5 12:21 1.0 13:15 0.3 10:36 0.3 11:30 0.5 12:24 0.9 13:18 0.3 10:39 0.3 11:33 0.6 12:27 0.7 13:21 0.3 10:42 0.3 11:36 0.8 12:30 0.7 13:24 0.3 10:45 0.3 11:39 1.4 12:33 0.6 13:27 0.3 10:48 0.3 11:42 1.8 12:36 0.6 13:30 0.3 10:51 0.3 11:45 2.0 12:39 0.6 13:33 0.3 10:54 0.3 11:48 2.2 12:42 0.5 13:36 0.3 10:57 0.4 11:51 2.8 12:45 0.5 13:39 0.2 11:00 0.4 11:54 4.0 12:48 0.5 13:42 0.1 11:03 0.4 11:57 5.0 12:51 0.5 13:45 o.o 11:06 0.4 12:00 5.5 12:54 0.4 13:48 0.3 11:09 0.4 12:03 5.7 12:57 0.4 13:51 0.2 11:12 0.4 12:06 5.0 13:00 0.4 13:54 0.1 11:15 0.4 12:09 3.4 13:03 0.4 13:57 o.o 11:18 0.4 12:12 2.2 13:06 0.3 14:00 0.3 11:21 0.5 12:15 1. 5 13:09 0.3 11:24 0.5 12:18 1. 2 13:12 0.3 Volume of runoff = 0.34 ac. ft. Depth of runoff = 7.29 in. ! _______________________________________________________________________________ _ File Name -PPLACE2A Date 11/10/94 ·.l Proj. Leader DEBBIE KEATING Client GODFREY CONST. Job 94-314 J Misc. Note -EDUCATION STATION HYDROGRAPHS --------------------------------------------------------------------------------20 Type SCS Desc. AREA A2 DEVELOPED 100 YR ') Area 0.6 ac. Time of Concent. 10 min. Freq. 100.0 yrs CN 94 storm Dist Type II Len 24 hrs Precip. 11.00 --------------------------------------------------------------------------------Time hr:min 1:24 1:27 1:30 1:33 1:36 1:39 1:42 1:45 1:48 1:51 1:54 1:57 2:00 2:03 2:06 2:09 2:12 2:15 2:18 2:21 2:24 2:27 2:30 2:33 2:36 2:39 2:42 2:45 2:48 2:51 2:54 2:57 3:00 3:03 3:06 3:09 3:12 3:15 3:18 3:21 3:24 3:27 3:30 3:33 3:36 Flow cf s o.o o.o o.o o.o o.o o.o 0.0 o.o 0.0 0.0 0.0 0.0 o.o 0.0 0.0 o.o o.o 0.0 0.0 0.0 o.o o.o 0.0 0.0 o.o 0.0 0.0 o.o 0.0 o.o 0.0 0.0 0.0 0.0 0.0 0.0 o.o o.o 0.0 o.o 0.0 o.o o.o 0.0 o.o Time hr:min 3:39 3:42 3:45 3:48 3:51 3:54 3:57 4:00 4:03 4:06 4:09 4:12 4:15 4:18 4:21 4:24 4:27 4:30 4:33 4:36 4:39 4:42 4:45 4:48 4:51 4:54 4:57 5:00 5:03 5:06 5:09 5:12 5:15 5:18 5:21 5:24 5:27 5:30 5:33 5:36 5:39 5:42 5:45 5:48 5:51 Flow cf s o.o 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 Time hr:min 5:54 5:57 6:00 6:03 6:06 6:09 6:12 6:15 6:18 6:21 6:24 6:27 6:30 6:33 6:36 6:39 6:42 6:45 6:48 6:51 6:54 6:57 7:00 7:03 7:06 7:09 7:12 7:15 7:18 7:21 7:24 7:27 7:30 7:33 7:36 7:39 7:42 7:45 7:48 7:51 7:54 7:57 8:00 8:03 8:06 Flow cf s 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 Time hr:min 8:09 8:12 8:15 8:18 8:21 8:24 8:27 8:30 8:33 8:36 8:39 8:42 8:45 8:48 8:51 8:54 8:57 9:00 9:03 9:06 9:09 9:12 9:15 9:18 9:21 9:24 9:27 9:30 9:33 9:36 9:39 9:42 9:45 9:48 9:51 9:54 9:57 10:00 10:03 10:06 10:09 10:12 10:15 10:18 10:21 Continued on next page Flow cf s 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 11 lnued from previous page 10:24 0.3 11:18 0.5 12:12 2.6 13:06 0.3 :27 0.3 11:21 0.5 12:15 1.8 13:09 0.3 :30 0.3 11:24 0.5 12:18 1.4 13:12 0.3 10:33 0.3 11:27 0.6 12:21 1. 2 13:15 0.3 10:36 0.3 11:30 0.6 12:24 1. 0 13:18 0.3 :39 0.3 11:33 0.6 12:27 0.8 13:21 0.3 :42 0.3 11:36 0.9 12:30 0.7 13:24 0.3 l""b:45 0.3 11:39 1.5 12:33 0.7 13:27 0.3 0:48 0.3 11:42 2.0 12:36 0.7 13:30 0.2 p:51 0.4 11:45 2.2 12:39 0.6 13:33 0.1 p: 54 0.4 11:48 2.4 12:42 0.6 13:36 o.o 0:57 0.4 11:51 3.0 12:45 0.6 13:39 0.3 1:00 0.4 11:54 4.4 12:48 0.6 13:42 0.2 :03 0.4 11:57 5.5 12:51 0.5 13:45 0.1 :06 0.4 12:00 6.1 12:54 0.5 13:48 0.0 1:09 0.5 12:03 6.4 12:57 0.5 13:51 0.3 ,1: 12 0.5 12:06 5.7 13:00 0.3 :15 0.5 12:09 4.0 13:03 0.3 Volume of runoff = 0.37 ac. ft. Depth of runoff = 8.04 in. File Name -PPLACE2A Date 11/23/94 Proj. Leader DEBBIE KEATING Client GODFREY CONST. Job 94-314 Misc. Note -EDUCATION STATION HYDROGRAPHS 6 Type SCS Desc. AREA A3 DEVELOPED 2 YR Area 0.2 ac. Time of Concent. 10 min. Storm Dist Type II Time hr:min 1:09 1:12 1:15 1:18 1:21 1:24 1:27 1:30 1:33 1:36 1:39 1:42 1:45 1:48 1:51 1:54 1:57 2:00 2:03 2:06 2:09 2:12 2:15 2:18 2:21 2:24 2:27 2:30 2:33 2:36 2:39 2:42 2:45 2:48 2:51 2:54 2:57 3:00 3:03 3:06 3:09 3:12 3:15 3:18 3:21 Flow cf s o.o o.o o.o o.o o.o o.o 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 o.o o.o o.o o.o 0.0 0.0 0.0 o.o o.o o.o 0.0 0.0 0.0 0.0 o.o 0.0 0.0 0.0 o.o 0.0 o.o 0.0 0.0 o.o 0.0 Time hr:min 3:24 3:27 3:30 3:33 3:36 3:39 3:42 3:45 3:48 3:51 3:54 3:57 4:00 4:03 4:06 4:09 4:12 4:15 4:18 4:21 4:24 4:27 4:30 4:33 4:36 4:39 4:42 4:45 4:48 4:51 4:54 4:57 5:00 5:03 5:06 5:09 5:12 5:15 5:18 5:21 5:24 5:27 5:30 5:33 5:36 Flow cf s o.o o.o o.o o.o o.o 0.0 o.o 0.0 o.o 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 o.o 0.0 0.0 o.o 0.0 o.o o.o 0.0 0.0 0.0 o.o 0.0 o.o 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 o.o 0.0 0.0 0.0 0.0 o.o Time hr:min 5:39 5:42 5:45 5:48 5:51 5:54 5:57 6:00 6:03 6:06 6:09 6:12 6:15 6:18 6:21 6:24 6:27 6:30 6:33 6:36 6:39 6:42 6:45 6:48 6:51 6:54 6:57 7:00 7:03 7:06 7:09 7:12 7:15 7:18 7:21 7:24 7:27 7:30 7:33 7:36 7:39 7:42 7:45 7:48 7:51 Freq. 2.0 yrs CN 98 Len 24 hrs Precip. 4.50 Flow cf s 0.0 0.0 o.o 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 o.o d.O o.o o.o 0.0 0.0 0.0 0.0 o.o 0.0 0.0 o.o 0.0 0.0 0.0 o.o o.o 0.0 o.o 0.0 0.0 0.0 0.0 Time hr:min 7:54 7:57 8:00 8:03 8:06 8:09 8:12 8:15 8:18 8:21 8:24 8:27 8:30 8:33 8:36 8:39 8:42 8:45 8:48 8:51 8:54 8:57 9:00 9:03 9:06 9:09 9:12 9:15 9:18 9:21 9:24 9:27 9:30 9:33 9:36 9:39 9:42 9:45 9:48 9:51 9:54 9:57 10:00 10:03 10:06 Continued on next page Flow cf s 0.0 o.o o.o o.o o.o 0.0 0.0 o.o o.o o.o 0.0 0.0 0.0 0.0 o.o o.o 0.0 0.0 0.0 o.o o.o 0.0 0.0 0.0 0.0 o.o 0.0 o.o o.o o.o 0.0 o.o o.o o.o o.o 0.0 0.0 0.0 0.0 o.o 0.0 o.o 0.0 0.0 o.o Continued from previous page 10:09 o.o 11:00 0.1 11:51 0.5 12:42 0.1 10:12 0.0 11:03 0.1 11:54 0.8 12:45 0.1 10:15 0.0 11:06 0.1 11:57 1. 0 12:48 0.1 10:18 0.0 11:09 0.1 12:00 1.1 12:51 0.1 10:21 o.o 11:12 0.1 12:03 l. l 12:54 0.1 10:24 o.o 11:15 0.1 12:06 1.0 12:57 0.1 10:27 o.o 11:18 0.1 12:09 0.7 13:00 0.1 10:30 o.o 11:21 0.1 12:12 0.4 13:03 0.1 10:33 0.0 11:24 0.1 12:15 0.3 13:06 0.1 10:36 0.0 11:27 0.1 12:18 0.2 13:09 0.1 10:39 0.1 11:30 0.1 12:21 0.2 13:12 0.1 10:42 0.1 11:33 0.1 12:24 0.2 13:15 0.1 10:45 0.1 11:36 0.2 12:27 0.1 13:18 o.o 10:48 0.1 11:39 0.3 12:30 0.1 13:21 0.0 10:51 0.1 11:42 0.3 12:33 0.1 13:24 0.0 10:54 0.1 11:45 0.4 12:36 0.1 13:27 0.1 10:57 0.1 11:48 0.4 12:39 0.1 13:30 o.o Volume of runoff = 0.05 ac. ft. Depth of runoff = 2.76 in. File Name -PPLACE2A Date 11/23/94 Proj. Leader DEBBIE KEATING Client GODFREY CONST. Job 94-314 Misc. Note -EDUCATION STATION HYDROGRAPHS 7 Type SCS Desc. AREA A3 DEVELOPED 10 YR Area 0.2 ac. Time of Concent. 10 min. Storm Dist Type II Time hr:min 0:48 0:51 0:54 0:57 1:00 1:03 1:06 1:09 1:12 1:15 1:18 1: 21 1:24 1:27 1:30 1:33 1:36 1:39 1:42 1:45 1:48 1:51 1:54 1:57 2:00 2:03 2:06 2:09 2:12 2:15 2:18 2:21 2:24 2:27 2:30 2:33 2:36 2:39 2:42 2:45 2:48 2:51 2:54 2:57 3:00 Flow cf s 0.0 o.o o.o o.o o.o o.o o.o o.o 0.0 0.0 0.0 0.0 0.0 0.0 0.0 o.o 0.0 0.0 0.0 0.0 o.o o.o 0.0 0.0 0.0 0.0 0.0 o.o o.o o.o o.o 0.0 o.o 0.0 0.0 o.o 0.0 0.0 o.o o.o 0.0 o.o 0.0 0.0 o.o Time hr:min 3:03 3:06 3:09 3:12 3:15 3:18 3:21 3:24 3:27 3:30 3:33 3:36 3:39 3:42 3:45 3:48 3:51 3:54 3:57 4:00 4:03 4:06 4:09 4:12 4:15 4:18 4:21 4:24 4:27 4:30 4:33 4:36 4:39 4:42 4:45 4:48 4:51 4:54 4:57 5:00 5:03 5:06 5:09 5:12 5:15 Flow cf s 0.0 0.0 o.o 0.0 o.o 0.0 0.0 0.0 0.0 0.0 0.0 o.o o.o 0.0 0.0 0.0 0.0 0.0 o.o o.o 0.0 o.o 0.0 o.o 0.0 o.o o.o 0.0 0.0 0.0 o.o 0.0 0.0 0.0 0.0 0.0 0.0 o.o 0.0 0.0 o.o 0.0 0.0 0.0 0.0 Time hr:min 5:18 5:21 5:24 5:27 5:30 5:33 5:36 5:39 5:42 5:45 5:48 5:51 5:54 5:57 6:00 6:03 6:06 6:09 6:12 6:15 6:18 6:21 6:24 6:27 6:30 6:33 6:36 6:39 6:42 6:45 6:48 6:51 6:54 6:57 7:00 7:03 7:06 7:09 7:12 7:15 7:18 7:21 7:24 7:27 7:30 Freq. 10.0 yrs CN 98 Len 24 hrs Precip. 7.40 Flow cf s 0.0 o.o 0.0 0.0 o.o 0.0 0.0 0.0 0.0 0.0 o.o 0.0 0.0 0.0 0.0 0.0 0.0 o.o o.o 0.0 0.0 0.0 0.0 o~o 0.0 0.0 0.0 o.o 0.0 0.0 o.o 0.0 o.o 0.0 0.0 0.0 0.0 o.o 0.0 0.0 0.0 0.0 o.o 0.0 0.0 Time hr:min 7:33 7:36 7:39 7:42 7:45 7:48 7:51 7:54 7:57 8:00 8:03 8:06 8:09 8:12 8:15 8:18 8:21 8:24 8:27 8:30 8:33 8:36 8:39 8:42 8:45 8:48 8:51 8:54 8:57 9:00 9:03 9:06 9:09 9:12 9:15 9:18 9:21 9:24 9:27 9:30 9:33 9:36 9:39 9:42 9:45 Continued on next page Flow cf s o.o o.o 0.0 0.0 o.o 0.0 o.o o.o 0.0 0.0 0.0 o.o o.o 0.0 0.0 0.0 0.0 o.o 0.0 0.0 0.0 0.0 o.o 0.0 o.o o.o o.o o.o 0.0 0.0 0.0 o.o 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 :continued from previous page 9:48 0.1 10:39 0.1 11:30 0.2 12:21 0.3 9:51 0.1 10:42 0.1 11:33 0.2 12:24 0.3 9:54 0.1 10:45 0.1 11:36 0.2 12:27 0.2 9:57 0.1 10:48 0.1 11:39 0.4 12:30 0.2 10:00 0.1 10:51 0.1 11:42 0.6 12:33 0.1 10:03 0.1 10:54 0.1 11:45 0.6 12:36 0.1 10:06 0.1 10:57 0.1 11:48 0.7 12:39 0.1 10:09 0.1 11:00 0.1 11:51 0.8 12:42 0.1 10:12 0.1 11:03 0.1 11:54 1.2 12:45 0.1 10:15 0.1 11:06 0.1 11:57 1. 6 12:48 0.1 10:18 0.1 11:09 0.1 12:00 1. 7 12:51 0.1 10:21 0.1 11:12 0.1 12:03 1.8 12:54 0.1 10:24 0.1 11:15 0.1 12:06 1. 7 12:57 0.1 10:27 0.1 11:18 0.1 12:09 1.2 13:00 0.0 10:30 0.1 11:21 0.1 12:12 0.7 13:03 0.0 10:33 0.1 11:24 0.2 12:15 0.5 13:06 0.1 10:36 0.1 11:27 0.2 12:18 0.4 13:09 0.1 Volume of runoff = 0.09 ac. ft. Depth of runoff = 4.61 in. File Name -PPLACE2A Date 11/23/94 Proj. Leader DEBBIE KEATING Client GODFREY CONST. Job 94-314 Misc. Note -EDUCATION STATION HYDROGRAPHS 8 Type SCS Desc. AREA A3 DEVELOPED 25 YR Area 0.2 ac. Time of Concent. 10 min. Storm Dist Type II Time hr:min 0:42 0:45 0:48 0:51 0:54 0:57 1:00 1:03 1:06 1:09 1:12 1:15 1:18 1:21 1:24 1:27 1:30 1:33 1:36 1:39 1:42 1:45 1:48 1:51 1:54 1:57 2:00 2:03 2:06 2:09 2:12 2:15 2:18 2:21 2:24 2:27 2:30 2:33 2:36 2:39 2:42 2:45 2:48 2:51 2:54 Flow cf s 0.0 o.o o.o o.o o.o 0.0 o.o 0.0 0.0 o.o 0.0 0.0 0.0 0.0 0.0 0.0 0.0 o.o 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 o.o o.o 0.0 0.0 o.o o.o 0.0 0.0 0.0 0.0 o.o 0.0 0.0 o.o o.o 0.0 o.o o.o o.o Time hr:min 2:57 3:00 3:03 3:06 3:09 3:12 3:15 3:18 3:21 3:24 3:27 3:30 3:33 3:36 3:39 3:42 3:45 3:48 3:51 3:54 3:57 4:00 4:03 4:06 4:09 4:12 4:15 4:18 4:21 4:24 4:27 4:30 4:33 4:36 4:39 4:42 4:45 4:48 4:51 4:54 4:57 5:00 5:03 5:06 5:09 Flow cf s 0.0 0.0 o.o 0.0 0.0 o.o o.o o.o 0.0 0.0 o.o 0.0 0.0 o.o 0.0 o.o 0.0 0.0 0.0 0.0 0.0 0.0 o.o o.o 0.0 0.0 0.0 0.0 o.o 0.0 0.0 0.0 0.0 0.0 o.o 0.0 0.0 o.o 0.0 o.o 0.0 0.0 0.0 0.0 0.0 Time hr:min 5:12 5:15 5:18 5:21 5:24 5:27 5:30 5:33 5:36 5:39 5:42 5:45 5:48 5:51 5:54 5:57 6:00 6:03 6:06 6:09 6:12 6:15 6:18 6:21 6:24 6:27 6:30 6:33 6:36 6:39 6:42 6:45 6:48 6:51 6:54 6:57 7:00 7:03 7:06 7:09 7:12 7:15 7:18 7:21 7:24 Freq. 25.0 yrs CN 98 Len 24 hrs Precip. 8.80 Flow cf s o.o o.o o.o 0.0 o.o 0.0 o.o o.o 0.0 0.0 o.o 0.0 o.o o.o o.o o.o 0.0 0.0 0.0 0.0 o.o 0.0 0.0 o~o 0.0 0.0 0.0 0.0 0.0 o.o 0.0 o.o o.o 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 o.o 0.0 o.o Time hr:min 7:27 7:30 7:33 7:36 7:39 7:42 7:45 7:48 7:51 7:54 7:57 8:00 8:03 8:06 8:09 8:12 8:15 8:18 8:21 8:24 8:27 8:30 8:33 8:36 8:39 8:42 8:45 8:48 8:51 8:54 8:57 9:00 9:03 9:06 9:09 9:12 9:15 9:18 9:21 9:24 9:27 9:30 9:33 9:36 9:39 Continued on next page Flow cf s o.o 0.0 o.o 0.0 0.0 o.o 0.0 o.o o.o 0.0 0.0 0.0 0.0 0.0 o.o o.o 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 Continued from previous page 9:42 0.1 10:33 0.1 11:24 0.2 12:15 0.6 9:45 0.1 10:36 0.1 11:27 0.2 12:18 0.5 9:48 0.1 10:39 0.1 11:30 0.2 12:21 0.4 9:51 0.1 10:42 0.1 11:33 0.2 12:24 0.3 9:54 0.1 10:45 0.1 11:36 0.3 12:27 0.2 9:57 0.1 10:48 0.1 11:39 0.5 12:30 0.1 10:00 0.1 10:51 0.1 11:42 0.7 12:33 0.1 10:03 0.1 10:54 0.1 11:45 0.8 12:36 0.1 10:06 0.1 10:57 0.1 11:48 0.8 12:39 0.1 10:09 0.1 11:00 0.1 11:51 1.1 12:42 0.1 10:12 0.1 11:03 0.1 11:54 1. 6 12:45 0.1 10:15 0.1 11:06 0.1 11:57 1.9 12:48 0.1 10:18 0.1 11:09 0.2 12:00 2.1 12:51 0.1 10:21 0.1 11:12 0.2 12:03 2.1 12:54 0.0 10:24 0.1 11:15 0.2 12:06 1.8 12:57 o.o 10:27 0.1 11:18 0.2 12:09 1. 3 13:00 0.1 10:30 0.1 11:21 0.2 12:12 0.8 13:03 0.1 Volume of runoff = 0.11 ac. ft. Depth of runoff = 5.63 in. File Name -PPLACE2A Date 11/23/94 Proj. Leader DEBBIE KEATING Client GODFREY CONST. Job 94-314 Misc. Note -EDUCATION STATION HYDROGRAPHS 9 Type SCS Desc. AREA A3 DEVELOPED 50 YR Area 0.2 ac. Time of Concent. 10 min. storm Dist Type II Time hr:min 0:39 0:42 0:45 0:48 0:51 0:54 0:57 1:00 1:03 1:06 1:09 1:12 1:15 1:18 1:21 1:24 1:27 1:30 1:33 1:36 1:39 1:42 1:45 1:48 1:51 1:54 1:57 2:00 2:03 2:06 2:09 2:12 2:15 2:18 2:21 2:24 2:27 2:30 2:33 2:36 2:39 2:42 2:45 2:48 2:51 Flow cf s 0.0 o.o o.o o.o o.o o.o o.o o.o o.o 0.0 0.0 o.o 0.0 0.0 0.0 0.0 0.0 o.o 0.0 0.0 0.0 o.o 0.0 0.0 0.0 0.0 o.o o.o o.o 0.0 0.0 0.0 o.o o.o o.o o.o 0.0 o.o o.o 0.0 o.o o.o 0.0 o.o o.o Time hr:min 2:54 2:57 3:00 3:03 3:06 3:09 3:12 3:15 3:18 3:21 3:24 3:27 3:30 3:33 3:36 3:39 3:42 3:45 3:48 3:51 3:54 3:57 4:00 4:03 4:06 4:09 4:12 4:15 4:18 4:21 4:24 4:27 4:30 4:33 4:36 4:39 4:42 4:45 4:48 4:51 4:54 4:57 5:00 5:03 5:06 Flow cf s 0.0 o.o 0.0 o.o 0.0 0.0 0.0 0.0 0.0 0.0 0.0 o.o 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 o.o 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 o.o 0.0 o.o 0.0 0.0 o.o 0.0 0.0 0.0 0.0 0.0 Time hr:min 5:09 5:12 5:15 5:18 5:21 5:24 5:27 5:30 5:33 5:36 5:39 5:42 5:45 5:48 5:51 5:54 5:57 6:00 6:03 6:06 6:09 6:12 6:15 6:18 6:21 6:24 6:27 6:30 6:33 6:36 6:39 6:42 6:45 6:48 6:51 6:54 6:57 7:00 7:03 7:06 7:09 7:12 7:15 7:18 7:21 Freq. 50.0 yrs CN 98 Len 24 hrs Precip. 9.80 Flow cf s 0.0 o.o o.o o.o o.o o.o o.o 0.0 0.0 0.0 0.0 o.o 0.0 0.0 0.0 0.0 o.o o.o 0.0 0.0 0.0 0.0 0.0 o~o 0.0 o.o 0.0 o.o o.o 0.0 o.o 0.0 0.0 0.0 0.0 0.0 0.0 0.0 o.o 0.0 o.o 0.0 0.0 0.0 0.0 Time hr:min 7:24 7:27 7:30 7:33 7:36 7:39 7:42 7:45 7:48 7:51 7:54 7:57 8:00 8:03 8:06 8:09 8:12 8:15 8:18 8:21 8:24 8:27 8:30 8:33 8:36 8:39 8:42 8:45 8:48 8:51 8:54 8:57 9:00 9:03 9:06 9:09 9:12 9:15 9:18 9:21 9:24 9:27 9:30 9:33 9:36 Continued on next page Flow cf s 0.0 0.0 o.o 0.0 o.o 0.0 o.o 0.0 o.o o.o 0.0 o.o 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 ontinued from previous page 9:39 0.1 10:33 0.1 11:27 0.2 12:21 0.4 9:42 0.1 10:36 0.1 11:30 0.2 12:24 0.2 9:45 0.1 10:39 0.1 11:33 0.2 12:27 0.1 9:48 0.1 10:42 0.1 11:36 0.4 12:30 0.1 9:51 0.1 10:45 0.1 11:39 0.6 12:33 0.1 9:54 0.1 10:48 0.1 11:42 0.8 12:36 0.1 9:57 0.1 10:51 0.1 11:45 0.9 12:39 0.1 10:00 0.1 10:54 0.1 11:48 0.9 12:42 0.1 10:03 0.1 10:57 0.2 11:51 1.2 12:45 0.1 10:06 0.1 11:00 0.2 11:54 1. 7 12:48 0.1 10:09 0.1 11:03 0.2 11:57 2.1 12:51 0.1 10:12 0.1 11:06 0.2 12:00 2.3 12:54 o.o 10:15 0.1 11:09 0.2 12:03 2.~ 12:57 o.o 10:18 0.1 11:12 0.2 12:06 2.1 13:00 0.1 10:21 0.1 11:15 0.2 12:09 1.4 13:03 0.1 10:24 0.1 11:18 0.2 12:12 0.9 13:06 0.0 10:27 0.1 11:21 0.2 12:15 0.6 10:30 0.1 11:24 0.2 12:18 0.5 Volume of runoff = 0.12 ac. ft. Depth of runoff = 6.17 in. File li.: Proj. I.1.:--PPLl' .A Date 11/23/94 DEBBIE KEATING Client GODFREY CONST. Job 94-314 Misc. Note -EDUCATION STATION HYDROGRAPHS 10 Type SCS Desc. AREA A3 DEVELOPED 100 YR Area 0.2 ac. Time of Concent. 10 min. storm Dist Type II Time hr:min 0:36 0:39 0:42 0:45 0:48 0:51 0:54 0:57 1:00 1:03 1:06 1:09 1:12 1:15 1:18 1:21 1:24 1:27 1:30 1:33 1:36 1:39 1:42 1:45 1:48 1:51 1:54 1:57 2:00 2:03 2:06 2:09 2:12 2:15 2:18 2:21 2:24 2:27 2:30 2:33 2:36 2:39 2:42 2:45 2:48 Flow cf s 0.0 0.0 0.0 o.o 0.0 0.0 0.0 0.0 0.0 0.0 0.0 o.o 0.0 0.0 o.o o.o 0.0 o.o o.o 0.0 0.0 0.0 0.0 0.0 o.o 0.0 0.0 0.0 o.o 0.0 0.0 0.0 o.o 0.0 o.o 0.0 0.0 0.0 o.o o.o o.o 0.0 o.o o.o 0.0 Time hr:min 2:51 2:54 2:57 3:00 3:03 3:06 3:09 3:12 3:15 3:18 3:21 3:24 3:27 3:30 3:33 3:36 3:39 3:42 3:45 3:48 3:51 3:54 3:57 4:00 4:03 4:06 4:09 4:12 4:15 4:18 4:21 4:24 4:27 4:30 4:33 4:36 4:39 4:42 4:45 4:48 4:51 4:54 4:57 5:00 5:03 Flow cf s 0.0 0.0 0.0 o.o 0.0 o.o 0.0 0.0 0.0 0.0 0.0 0.0 0.0 o.o o.o 0.0 0.0 0.0 o.o o.o o.o o.o o.o 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 o.o 0.0 0.0 0.0 o.o 0.0 0.0 o.o 0.0 0.0 0.0 Time hr:min 5:06 5:09 5:12 5:15 5:18 5:21 5:24 5:27 5:30 5:33 5:36 5:39 5:42 5:45 5:48 5:51 5:54 5:57 6:00 6:03 6:06 6:09 6:12 6:15 6:18 6:21 6:24 6:27 6:30 6:33 6:36 6:39 6:42 6:45 6:48 6:51 6:54 6:57 7:00 7:03 7:06 7:09 7:12 7:15 7:18 Freq. 100.0 yrs CN 98 Len 24 hrs Precip. 11.00 Flow cf s o.o 0.0 0.0 0.0 o.o 0.0 o.o o.o o.o 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 o.o 0.0 0.0 0.0 0.0 0.0 o~o 0.0 0.0 0.0 o.o 0.0 0.0 o.o 0.0 0.0 0.0 0.0 0.0 o.o 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Time hr:min 7:21 7:24 7:27 7:30 7:33 7:36 7:39 7:42 7:45 7:48 7:51 7:54 7:57 8:00 8:03 8:06 8:09 8:12 8:15 8:18 8:21 8:24 8:27 8:30 8:33 8:36 8:39 8:42 8:45 8:48 8:51 8:54 8:57 9:00 9:03 9:06 9:09 9:12 9:15 9:18 9:21 9:24 9:27 9:30 9:33 Continued on next page Flow cf s o.o 0.0 o.o o.o 0.0 o.o 0.0 0.0 0.0 o.o o.o 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 Continued from previous page 9:36 0.1 10:30 0.1 11:24 0.2 12:18 0.6 9:39 0.1 10:33 0.1 11:27 0.2 12:21 ' o. 4 9:42 0.1 10:36 0.1 11:30 0.3 12:24 0.2 9:45 0.1 10:39 0.1 11:33 0.3 12:27 0.2 9:48 0.1 10:42 0.1 11:36 0.4 12:30 0.2 9:51 0.1 10:45 0.1 11:39 0.6 12:33 0.2 9:54 0.1 10:48 0.2 11:42 0.8 12:36 0.2 9:57 0.1 10:51 0.2 11:45 1. 0 12:39 0.2 10:00 0.1 10:54 0.2 11:48 1. 0 12:42 0.2 10:03 0.1 10:57 0.2 11:51 1. 3 12:45 0.2 10:06 0.1 11:00 0.2 11:54 1.8 12:48 0.1 10:09 0.1 11:03 0.2 11:57 2.3 12:51 o.o 10:12 0.1 11:06 0.2 12:00 2.6 12:54 0.1 10:15 0.1 11:09 0.2 12:03 2.7 12:57 0.1 ----10:18 0.1 11:12 0.2 12:06 2.5 13:00 0.1 10:21 0.1 11:15 0.2 12:09 1. 7 13:03 0.0 10:24 0.1 11:18 0.2 12: 12 1.1 10:27 0.1 11:21 0.2 12:15 0.8 Volume of runoff = 0.14 ac. ft. Depth of runoff = 7.07 in. • .... ,'WY ................. . APPENDIXD c :\winword\ppdcdrpt.doc *** ROUTING OF HYDROGRAPH # 11 *** File Name -ESPOND Date 11/10/94 Client GODFREY CONST. Job 94-314 'Proj. Leader DEBBIE KEATING Misc. Note -EDUCATION STATION HYDROGRAPHS No. Description : REVISED DETENTION POND FOR EDUCATION STATION PROJECT 94-314 RESERVOIR OUTFLOW CONTROL STRUCTURES Vert Box 1 Broad erst Weir 2 Elev 318.50 Elev 319.50 Elev Storage Length 12 Length 10.0' Outflow No. in Width in No. 12 1 Rt Slope Lt Slope 1.0 1.0 Elev Storage Ht 0.5 Outflow --------------------------------------------------------------------------------1 318.50 0.000 0.00 4 319.00 0.028 2.51 2 318.60 0.001 0.50 5 319.50 0.072 3.73 3 318.80 0.010 1. 91 6 320.00 0.109 8.23 Routing of Hydrograph # 11 File Name -PPLACE2A .Date 11/10/94 Proj. Leader DEBBIE KEATING Client GODFREY CONST. Job 94-314 Misc. Note -EDUCATION STATION HYDROGRAPHS 11 Type scs Desc. AREA Al DEVELOPED 2 YR Area 0.3 ac. Time of Concent. 10 min. storm Dist Type II Hydro9ra~h # 1 -total outflow hydrograph Description AREA Al DEVELOPED ROUTED 2 YR Hydro9ra~h # 1 -partial outflow hydrograph Description : AREA Al DEVELOPED ROUTED 2 YR Date 11/10/94 Inflow H'graph: AREA Al DEVELOPED 2 YR Time Inf low Storage Elevation hr:min cfs ac ft feet Freq. 2.0 yrs CN 94 Len 24 hrs Precip. 4.50 Outflow cfs {Tot) Page 01 Outflow cf s {Part) 3:06 o.o 0.0000 318.50 0.00 0.00 3:11 0.0 0.0000 318.50 0.00 o.oo 3:16 o.o 0.0000 318.50 0.00 0.00 0.0000 ac.ft. have entered the pond. 0.0000 ac.ft. ( 0.00%) have exited. Date 11/10/94 Page 02 Inf low H'graph: AREA Al DEVELOPED 2 YR Time Inf low Storage Elevation Outflow Outflow hr:min cf s ac ft feet cf s (Tot) cf s (Part) -----------------------------------------------------------------------------3:21 o.o 0.0000 318.50 o.oo o.oo 3:26 0.0 0.0000 318.50 0.00 o.oo 3:31 o.o 0.0000 318.50 o.oo o.oo 3:36 o.o 0.0000 318.50 0.00 0.00 3:41 0.0 0.0000 318.50 o.oo . o.oo 3:46 0.0 0.0000 318.50 o.oo o.oo 3:51 0.0 0.0000 318.50 0.00 o.oo 3:56 o.o 0.0000 318.50 0.00 0.00 4:01 0.0 0.0000 318.50 o.oo 0.00 4:06 0.0 0.0000 318.50 0.00 0.00 4:11 0.0 0.0000 318.50 0.00 0.00 4:16 o.o 0.0000 318.50 o.oo o.oo 4:21 0.0 0.0000 318.50 0.00 o.oo 4:26 o.o 0.0000 318.50 o.oo 0.00 4:31 0.0 0.0000 318.50 0.00 0.00 4:36 0.0 0.0000 318.50 0.00 o.oo 4:41 0.0 0.0000 318.50 0.00 0.00 4:46 0.0 0.0000 318.50 0.00 0.00 4:51 o.o 0.0000 318.50 o.oo 0.00 4:56 o.o 0.0000 318.50 o.oo 0.00 5:01 0.0 0.0000 318.50 0.00 0.00 5:06 0.0 0.0000 318.50 o.oo 0.00 5:11 0.0 0.0000 318.50 o.oo 0.00 5:16 0.0 0.0000 318.50 0.00 0.00 5:21 0.0 0.0000 318.50 0.00 0.00 5:26 o.o 0.0000 318.50 o.oo o.oo 5:31 o.o 0.0000 318.50 0.00 0.00 5:36 0.0 0.0000 318.50 0.00 o.oo 5:41 0.0 0.0000 318.50 0.00 0.00 5:46 0.0 0.0000 318.50 0.00 0.00 5:51 0.0 0.0000 318.50 o.oo 0.00 5:56 0.0 0.0000 318.50 0.00 0.00 6:01 0.0 0.0000 318.50 0.00 0.00 6:06 0.0 0.0000 318.50 0.00 0.00 6:11 0.0 0.0000 318.50 o.oo 0.00 6:16 0.0 0.0000 318.50 0.00 o.oo 6:21 0.0 0.0000 318.50 o.oo 0.00 6:26 0.0 0.0000 318.50 0.00 0.00 6:31 0.0 0.0000 318.50 0.00 o.oo 6:36 0.0 0.0000 318.50 0.00 0.00 6:41 0.0 0.0000 318.50 0.00 0.00 6:46 0.0 0.0000 318.50 0.00 0.00 6:51 0.0 0.0000 318.50 0.00 o.oo 6:56 o.o 0.0000 318.50 0.00 0.00 7:01 o.o 0.0000 318.50 o.oo 0.00 7:06 o.o 0.0000 318.50 0.00 0.00 7:11 0.0 0.0000 318.50 0.00 .. 0. 00 7:16 0.0 0.0000 318.50 0.00 o.oo 0.0000 ac.ft. have entered the pond. 0.0000 ac.ft. 0.00%) have exited. l Date 11/10/94 Page 03 Inflow H'graph: AREA Al DEVELOPED 2 YR Time Inf low Storage Elevation outflow Outflow hr:min cfs ac ft feet cfs (Tot) cfs (Part) l -----------------------------------------------------------------------------7:21 o.o 0.0000 318.50 0.00 o.oo 7:26 0.0 0.0000 318.50 o.oo o.oo 7:31 o.o 0.0000 318.50 o.oo o.oo J 7:36 o.o 0.0000 318.50 o.oo 0.00 7:41 o.o 0.0000 318.50 0.00 0.00 7:46 o.o 0.0000 318.50 0.00 0.00 7:51 0.0 0.0000 318.50 o.oo o.oo 7:56 o.o 0.0000 318.50 0.00 0.00 8:01 0.0 0.0000 318.50 0.00 o.oo 8:06 0.0 0.0000 318.50 0.00 0.00 8:11 o.o 0.0000 318.50 0.00 o.oo 8:16 o.o 0.0000 318.50 0.00 o.oo 8:21 0.0 0.0000 318.50 0.00 o.oo 8:26 0.0 0.0000 318.50 0.00 0.00 8:31 0.0 0.0000 318.50 0.00 0.00 8:36 0.0 0.0000 318.50 0.00 0.00 8:41 0.0 0.0000 318.50 0.00 0.00 8:46 o.o 0.0000 318.50 0.00 o.oo 8:51 0.0 0.0000 318.50 0.00 0.00 8:56 0.0 0.0000 318.50 0.00 0.00 9:01 0.0 0.0000 318.50 0.00 o.oo 9:06 0.0 0.0000 318.50 0.00 o.oo ~ 9:11 0.0 0.0000 318.50 0.00 o.oo j 9:16 0.0 0.0000 318.50 0.00 o.oo 9:21 0.0 0.0000 318.50 0.00 0.00 9:26 0.0 0.0000 318.50 0.00 0.00 9:31 0.0 0.0000 318.50 o.oo 0.00 9:36 o.o 0.0000 318.50 0.00 0.00 9:41 o.o 0.0000 318.50 0.00 0.00 9:46 0.0 0.0000 318.50 0.00 o.oo 9:51 0.0 0.0000 318.50 0.00 0.00 9:56 o.o 0.0000 318.50 0.00 0.00 10:01 0.0 0.0000 318.50 o.oo o.oo 10:06 o.o 0.0000 318.50 0.00 0.00 10:11 0.0 0.0000 318.50 0.00 o.oo 10:16 o.o 0.0000 318.50 o.oo 0.00 10:21 0.0 0.0000 318.50 0.00 0.00 10:26 0.1 0.0001 318.51 0.01 0.01 10:31 0.1 0.0003 318.53 0.10 0.10 10:36 0.1 0.0003 318.53 0.10 0.10 10:41 0.1 0.0003 318.53 0.10 0.10 10:46 0.1 0.0003 318.53 0.10 0.10 10:51 0.1 0.0003 318.53 0.10 0.10 10:56 0.1 0.0003 318.53 0.10 0.10 11:01 0.1 0.0003 318.53 0.10 0.10 11:06 0.1 0.0003 318.53 0.10 0.10 11:11 0.1 0.0003 318.53 0.10 .. 0 .10 11:16 0.1 0.0003 318.53 0.10 0.10 0.0069 ac.ft. have entered the pond. 0.0066 ac.ft. (95.19%) have exited. l ·1 Date 11/10/94 Page 04 Inf low H'graph: AREA Al DEVELOPED 2 YR Time Inf low Storage Elevation Outflow outflow hr:min cf s ac ft feet cf s (Tot) cf s (Part) ) -----------------------------------------------------------------------------11:21 0.1 0.0003 318.53 0.10 0.10 11:26 0.1 0.0003 318.53 0.10 0.10 11:31 0.1 0.0003 318.53 0.10 0.10 ·1 11:36 0.2 0.0004 318.54 0.14 0.14 11:41 0.4 0.0008 318.58 0.33 0.33 11:46 0.5 0.0010 318.60 0.49 0.49 11:51 0.7 0.0013 318.61 0.55 0.55 11:56 1.1 0.0030 318.64 0.84 0.84 12:01 1.4 0.0049 318.69 1.19 1.19 12:06 1. 2 0.0055 318.70 1. 31 1. 31 12:11 0.6 0.0037 318.66 0.97 0.97 12:16 0.4 0.0015 318.61 0.58 0.58 12:21 0.3 0.0007 318.57 0.28 0.28 12:26 0.2 0.0006 318.56 0.21 0.21 12:31 0.2 0.0005 318.55 0.20 0.20 12:36 0.2 0.0005 318.55 0.20 0.20 12:41 0.1 0.0004 318.54 0.11 0.11 12:46 0.1 0.0003 318.53 0.10 0.10 12:51 0.1 0.0003 318.53 0.10 0.10 12:56 0.1 0.0003 318.53 0.10 0.10 13:01 0.1 0.0003 318.53 0.10 0.10 13:06 0.1 0.0003 318.53 0.10 0.10 13:11 0.1 0.0003 318.53 0.10 0.10 13:16 0.1 0.0003 318.53 0.10 0.10 13:21 0.1 0.0003 318.53 0.10 0.10 13:26 0.1 0.0003 318.53 0.10 0.10 13:31 0.1 0.0003 318.53 0.10 0.10 13:36 0.1 0.0003 318.53 0.10 0.10 13:41 0.1 0.0003 318.53 0.10 0.10 13:46 0.1 0.0003 318.53 0.10 0.10 13:51 0.1 0.0003 318.53 0.10 0.10 13:56 0.1 0.0003 318.53 0.10 0.10 14:01 0.1 0.0003 318.53 0.10 0.10 14:06 0.1 0.0003 318.53 0.10 0.10 14:11 0.1 0.0003 318.53 0.10 0.10 14:16 0.1 0.0003 318.53 0.10 0.10 14:21 0.1 0.0003 318.53 0.10 0.10 14:26 0.1 0.0003 318.53 0.10 0.10 14:31 0.1 0.0003 318.53 0.10 0.10 14:36 0.1 0.0003 318.53 0.10 0.10 14:41 0.1 0.0003 318.53 0.10 0.10 14:46 0.1 0.0003 318.53 0.10 0.10 14:51 o.o 0.0003 318.53 0.06 0.06 14:56 0.1 0.0001 318.51 0.02 0.02 15:01 o.o 0.0000 318.50 0.00 0.00 l *** ROUTING OF HYDROGRAPH # 12 *** I File Name -ESPOND Date 11/10/94 Proj. Leader DEBBIE KEATING Client GODFREY CONST. Job 94-314 Misc. Note -EDUCATION STATION HYDROGRAPHS Description : REVISED DETENTION POND FOR EDUCATION STATION PROJECT 94-314 l RESERVOIR OUTFLOW CONTROL STRUCTURES 1--------------------------------------------------------------------------------Vert Box Elev Length in Width in No. 1 318.50 12 12 1 Broad erst Weir Elev Length Rt Slope Lt Slope Ht 2 319.50 10.0' 1.0 1.0 0.5 No. Elev Storage Outflow No. Elev Storage Outflow 1-------------------------------------------------------------------------------- 1 1 318.50 0.000 0.00 4 319.00 0.028 2.51 2 318.60 0.001 0.50 5 319.50 0.072 3.73 3 318.80 0.010 1.91 6 320.00 0.109 8.23 Routing of Hydrograph # 12 I File Name -PPLACE2A Date 11/10/94 Proj. Leader DEBBIE KEATING Client GODFREY CONST. Job 94-314 Misc. Note -EDUCATION STATION HYDROGRAPHS 12 Type SCS Desc. AREA Al DEVELOPED 10 YR Area 0.3 ac. Time of Concent. 10 min. Storm Dist Type II Hydro9ra~h # 2 -total outflow hydrograph Description AREA Al DEVELOPED ROUTED 10 YR Hydro9ra~h # 2 -partial outflow hydrograph Description : AREA Al DEVELOPED ROUTED 10 YR Date 11/10/94 Inflow H'graph: AREA Al DEVELOPED 10 YR Time Inflow Storage Elevation hr:min cfs ac ft feet Freq. 10.0 yrs CN 94 Len 24 hrs Precip. 7.40 outflow cf s {Tot} Page 01 Outflow cf s (Part) 2:00 0.0 0.0000 318.50 0.00 o.oo 2:05 o.o 0.0000 318.50 0.00 0.00 2:10 0.0 0.0000 318.50 o.oo 0.00 0.0000 ac.ft. have entered the pond. 0.0000 ac.ft. ( 0.00%} have exited. Date 11/10/94 Page 02 Inflow H'graph: AREA Al DEVELOPED 10 YR Time Inf low Storage Elevation Outflow Outflow hr:min cfs ac ft feet cf s (Tot) cf s (Part) -----------------------------------------------------------------------------2:15 o.o 0.0000 318.50 o.oo o.oo 2:20 0.0 0.0000 318.50 0.00 0.00 2:25 0.0 0.0000 318.50 o.oo o.oo 2:30 o.o 0.0000 318.50 o.oo o.oo 2:35 o.o 0.0000 318.50 0.00 o.oo 2:40 0.0 0.0000 318.50 0.00 0.00 2:45 o.o 0.0000 318.50 0.00 o.oo 2:50 o.o 0.0000 318.50 0.00 0.00 2:55 0.0 0.0000 318.50 o.oo o.oo 3:00 o.o 0.0000 318.50 0.00 0.00 3:05 o.o 0.0000 318.50 0.00 0.00 3:10 o.o 0.0000 318.50 0.00 0.00 3:15 o.o 0.0000 318.50 0.00 0.00 3:20 o.o 0.0000 318.50 0.00 0.00 3:25 0.0 0.0000 318.50 o.oo o.oo 3:30 0.0 0.0000 318.50 0.00 0.00 3:35 o.o 0.0000 318.50 0.00 0.00 3:40 o.o 0.0000 318.50 0.00 o.oo 3:45 0.0 0.0000 318.50 o.oo 0.00 3:50 0.0 0.0000 318.50 0.00 0.00 3:55 0.0 0.0000 318.50 0.00 0.00 4:00 0.0 0.0000 318.50 o.oo 0.00 4:05 o.o 0.0000 318.50 0.00 o.oo 4:10 0.0 0.0000 318.50 0.00 o.oo 4:15 0.0 0.0000 318.50 0.00 0.00 4:20 0.0 0.0000 318.50 0.00 0.00 4:25 0.0 0.0000 318.50 0.00 0.00 4:30 0.0 0.0000 318.50 0.00 o.oo 4:35 0.0 0.0000 318.50 0.00 o.oo 4:40 0.0 0.0000 318.50 0.00 o.oo 4:45 0.0 0.0000 318.50 0.00 0.00 4:50 0.0 0.0000 318.50 o.oo 0.00 4:55 0.0 0.0000 318.50 0.00 0.00 5:00 o.o 0.0000 318.50 0.00 0.00 5:05 0.0 0.0000 318.50 0.00 0.00 5:10 o.o 0.0000 318.50 0.00 o.oo 5:15 0.0 0.0000 318.50 0.00 0.00 5:20 o.o 0.0000 318.50 0.00 0.00 5:25 0.0 0.0000 318.50 o.oo 0.00 5:30 o.o 0.0000 318.50 0.00 0.00 5:35 o.o 0.0000 318.50 0.00 o.oo 5:40 o.o 0.0000 318.50 0.00 o.oo 5:45 0.0 0.0000 318.50 0.00 o.oo 5:50 0.0 0.0000 318.50 o.oo 0.00 5:55 o.o 0.0000 318.50 0.00 o.oo 6:00 0.0 0.0000 318.50 0.00 0.00 6:05 o.o 0.0000 318.50 0.00 .. 0. 00 6:10 0.0 0.0000 318.50 0.00 o.oo 0.0000 ac.ft. have entered the pond. 0.0000 ac.ft. ( 0.00%) have exited. ·1 Date 11/10/94 Page 03 Inflow H'graph: AREA Al DEVELOPED 10 YR Time Inf low Storage Elevation Outflow outflow hr:min cfs ac ft feet cfs (Tot) cf s (Part) } -----------------------------------------------------------------------------6:15 o.o o.ooao 318.50 o.oo o.oo 6:20 o.o o.ooao 318.50 o.oo o.oo 6:25 o.o o.ooaa 318.50 o.oo o.oo J 6:30 o.o o.ooaa 318.50 o.ao o.oo 6:35 0.0 o.oaaa 318.50 0.00 o.oo 6:40 0.0 o.oaaa 318.50 0.00 o.oo 6:45 0.0 o.oaoo 318.50 0.00 o.oo 1· 6:50 0.0 o.oaoa 318.50 o.oo o.oo 6:55 o.o o.oaaa 318.50 o.aa a.ao 7:aa a.a a.aaaa 318.5a a.aa a.ao 7:a5 a.a a.aaaa 318.5a a.oa a.aa i 7:1a o.a a.aaao 318.5a a.aa a.aa 7:15 a.a a.oaao 318.5a a.aa a.aa 7:2a a.a a.aaaa 318.5a a.aa a.ao 7:25 a.a a.aaaa 318.5a a.aa a.aa I 7:3a a.a a.aoao 318.5a a.aa a.aa 7:35 a.a a.aaaa 318.5a a.aa a.aa 7:40 a.a a.aaoo 318.5a a.aa a.aa l 7:45 a.a a.aaaa 318.5a a.aa a.aa 7:5a a.a a.aaao 318.5a a.aa a.aa 7:55 a.a a.aaao 318.5a a.aa a.aa 8:aa a.a a.aaoo 318.5a a.aa a.aa J 8:a5 a.a a.aaao 318.5a a.aa a.aa 8:1a a.a o.aaao 318.5a a.aa a.aa 8:15 a.a o.aaoo 318.5a a.aa a.aa 8:2a a.a a.aaoo 318.5a a.aa a.ao 1 8:25 a.a a.aaoa 318.5a a.aa a.aa 8:3a a.1 a.aaa1 318.51 a.a2 a.a2 8:35 0.1 a.aaa4 318.54 a.11 a.11 8:4a a.1 a.aaa3 318.53 a.la a.10 8:45 a.1 a.aaa3 318.53 a.la a.la 8:5a a.1 a.aaa3 318.53 a.la a.1a 8:55 a.1 a.aaa3 318.53 a.la a.la 9:aa a.1 a.aaa3 318.53 a.la a.la 9:a5 a.1 a.aaa3 318.53 a.la a.10 9:1a a.1 a.aaa3 318.53 a.la a.1a 9:15 a.1 a.aaa3 318.53 a.1a a.la 9:2a a.1 a.aaa3 318.53 a.1a a.1a 9:25 a.1 a.aoa3 318.53 a.la a.la 9:3a 0.1 a.aaa3 318.53 a.la a.1a 9:35 a.1 a.aoa3 318.53 a.la a.1a 9:4a a.1 a.aaa3 318.53 a.la a.la 9:45 a.1 a.aaa3 318.53 a.1a a.la 9:50 a.1 a.aaa3 318.53 a.la a.la 9:55 a.1 a.aaa3 318.53 a.1a a.la 1a:aa a.1 a.aaa3 318.53 a.la a.la 1a:a5 a.1 a.aaa3 318.53 a.la ,. a. la 1a:1a 0.1 a.aaa3 318.53 a.la a.la a.a139 ac.ft. have entered the pond. a.a136 ac.ft. (97.64%) have exited. ~ l Date 11/10/94 Page 04 Inf low H'graph: AREA Al DEVELOPED 10 YR Time Inf low Storage Elevation Outflow outflow hr:min cf s ac ft feet cf s {Tot) cf s (Part) l -----------------------------------------------------------------------------10:15 0.1 0.0003 318.53 0.10 0.10 10:20 0.1 0.0003 318.53 0.10 0.10 10:25 0.1 0.0003 318.53 0.10 0.10 I 10:30 0.1 0.0003 318.53 0.10 0.10 10:35 0.1 0.0003 318.53 0.10 0.10 10:40 0.1 0.0003 318.53 0.10 0.10 10:45 0.1 0.0003 318.53 0.10 0.10 } 10:50 0.1 0.0003 318.53 0.10 0.10 10:55 0.1 0.0003 318.53 0.10 0.10 11:00 0.1 0.0003 318.53 0.10 0.10 11:05 0.2 0.0005 318.55 0.19 0.19 11:10 0.2 0.0005 318.55 0.20 0.20 11:15 0.2 0.0005 318.55 0.20 0.20 11:20 0.2 0.0005 318.55 0.20 0.20 11:25 0.2 0.0005 318.55 0.20 0.20 11:30 0.2 0.0005 318.55 0.20 0.20 11:35 0.3 0.0006 318.56 0.22 0.22 11:40 0.6 0.0010 318.60 0.47 0.47 11:45 0.8 0.0019 318.62 0.65 0.65 11:50 1. 0 0.0030 318.64 0.84 0.84 11:55 1. 7 0.0052 318.69 1. 24 1.24 12:00 2.3 0.0087 318.77 1. 81 1.81 12:05 2.3 0.0118 318.82 1. 98 1.98 12:10 1. 4 0.0112 318.81 1. 96 1.96 12:15 0.7 0.0063 318.72 1. 45 1.45 12:20 0.5 0.0025 318.63 0.76 0.76 12:25 0.4 0.0012 318.60 0.53 0.53 12:30 0.3 0.0006 318.56 0.25 0.25 12:35 0.3 0.0007 318.57 0.32 0.32 12:40 0.2 0.0006 318.56 0.23 0.23 12:45 0.2 0.0005 318.55 0.19 0.19 12:50 0.2 0.0005 318.55 0.20 0.20 12:55 0.2 0.0005 318.55 0.20 0.20 13:00 0.2 0.0005 318.55 0.20 0.20 13:05 0.2 0.0005 318.55 0.20 0.20 13:10 0.2 0.0005 318.55 0.20 0.20 13:15 0.1 0.0003 318.53 0.09 0.09 13:20 0.1 0.0003 318.53 0.10 0.10 13:25 0.1 0.0003 318.53 0.10 0.10 13:30 0.1 0.0003 318.53 0.10 0.10 13:35 0.1 0.0003 318.53 0.10 0.10 13:40 0.1 0.0003 318.53 0.10 0.10 13:45 0.1 0.0003 318.53 0.10 0.10 13:50 0.1 0.0003 318.53 0.10 0.10 13:55 0.1 0.0003 318.53 0.10 0.10 14:00 0.0 0.0003 318.53 0.06 0.06 14:05 0.1 0.0001 318.51 0.02 ,, 0. 02 14:10 0.1 0.0000 318.50 0.00 0.00 0.1314 ac.ft. have entered the pond. 0.1311 ac.ft. (99.81%) have exited. 1 1 Date 11/10/94 Inflow H'graph: AREA Al DEVELOPED 10 YR Time Inf low Storage Elevation hr:min cfs ac ft feet Outflow cfs (Tot) Page 05 outflow cf s (Part) ·1 ----------------------------------------------------------------------------- *** ROUTING OF HYDROGRAPH # 13 *** File Name -ESPOND Proj. Leader DEBBIE KEATING Misc. Note Date 11/10/94 Client GODFREY CONST. Job 94-314 -EDUCATION STATION HYDROGRAPHS Description : REVISED DETENTION POND FOR EDUCATION STATION PROJECT 94-314 RESERVOIR OUTFLOW CONTROL STRUCTURES Vert Box 1 Broad erst Weir 2 Elev 318.50 Elev 319.50 Length 12 Length 10.0' in Width in No. 12 1 Rt Slope Lt Slope 1.0 1.0 Ht 0.5 ------~-------------------------------------------------------------------------No. Elev Storage Outflow No. Elev Storage Outflow --------------------------------------------------------------------------------1 318.50 0.000 0.00 4 319.00 0.028 2.51 2 318.60 0.001 0.50 5 319.50 0.072 3.73 3 318.80 0.010 1. 91 6 320.00 0.109 8.23 Routing of Hydrograph # 13 File Name -PPLACE2A Date 11/10/94 Proj. Leader DEBBIE KEATING Client GODFREY CONST. Job 94-314 Misc. Note -EDUCATION STATION HYDROGRAPHS 13 Type SCS Desc. AREA Al DEVELOPED 25 YR Area 0.3 ac. Time of Concent. 10 min. Storm Dist Type II Hydro9ra~h # 3 -total outflow hydrograph Description AREA Al DEVELOPED ROUTED 25 YR Hydro9ra~h # 3 -partial outflow hydrograph Description : AREA Al DEVELOPED ROUTED 25 YR Date 11/10/94 Inflow H'graph: AREA Al DEVELOPED 25 YR Time Inf low Storage Elevation hr:min cfs ac ft feet 1:42 0.0 0.0000 1:47 0.0 0.0000 1:52 0.0 0.0000 318.50 318.50 318.50 Freq. 25.0 yrs CN 94 Len 24 hrs Precip. 8.80 Outflow cfs (Tot) Page 01 Outflow cf s (Part) 0.00 0.00 0.00 o.oo 0.00 0.00 0.0000 ac.ft. have entered the pond. 0.0000 ac.ft. 0.00%) have exited. 1 Date 11/10/94 Page 02 Inf low H'graph: AREA Al DEVELOPED 25 YR Time Inf low Storage Elevation Outflow Outflow hr:min cf s ac ft feet cf s (Tot) cf s (Part) -----------------------------------------------------------------------------1:57 o.o 0.0000 318.50 o.oo 0.00 2:02 o.o 0.0000 318.50 o.oo 0.00 2:07 0.0 0.0000 318.50 o.oo o.oo 2:12 o.o 0.0000 318.50 o.oo o.oo 2:17 o.o 0.0000 318.50 0.00 o.oo 2:22 o.o 0.0000 318.50 0.00 o.oo 2:27 0.0 0.0000 318.50 0.00 0.00 2:32 0.0 0.0000 318.50 o.oo o.oo 2:37 o.o 0.0000 318.50 0.00 0.00 2:42 o.o 0.0000 318.50 0.00 o.oo 2:47 0.0 0.0000 318.50 0.00 0.00 2:52 o.o 0.0000 318.50 0.00 0.00 2:57 0.0 0.0000 318.50 o.oo o.oo 3:02 0.0 0.0000 318.50 0.00 o.oo 3:07 0.0 0.0000 318.50 o.oo o.oo 3:12 0.0 0.0000 318.50 0.00 0.00 3:17 0.0 0.0000 318.50 o.oo o.oo 3:22 0.0 0.0000 318.50 0.00 o.oo 3:27 0.0 0.0000 318.50 o.oo o.oo 3:32 0.0 0.0000 318.50 0.00 0.00 3:37 0.0 0.0000 318.50 0.00 0.00 3:42 0.0 0.0000 318.50 o.oo 0.00 3:47 0.0 0.0000 318.50 o.oo o.oo 3:52 0.0 0.0000 318.50 o.oo 0.00 3:57 0.0 0.0000 318.50 0.00 o.oo 4:02 0.0 0.0000 318.50 0.00 o.oo 4:07 o.o 0.0000 318.50 o.oo 0.00 4:12 o.o 0.0000 318.50 o.oo 0.00 4:17 o.o 0.0000 318.50 o.oo o.oo 4:22 0.0 0.0000 318.50 0.00 0.00 4:27 o.o 0.0000 318.50 0.00 o.oo 4:32 0.0 0.0000 318.50 0.00 0.00 4:37 0.0 0.0000 318.50 0.00 0.00 4:42 o.o 0.0000 318.50 0.00 0.00 4:47 0.0 0.0000 318.50 0.00 o.oo 4:52 0.0 0.0000 318.50 0.00 o.oo 4:57 0.0 0.0000 318.50 0.00 0.00 5:02 0.0 0.0000 318.50 0.00 0.00 5:07 0.0 0.0000 318.50 0.00 o.oo 5:12 0.0 0.0000 318.50 0.00 0.00 5:17 0.0 0.0000 318.50 0.00 o.oo 5:22 0.0 0.0000 318.50 0.00 o.oo 5:27 0.0 0.0000 318.50 0.00 0.00 5:32 0.0 0.0000 318.50 0.00 0.00 5:37 o.o 0.0000 318.50 o.oo o.oo 5:42 0.0 0.0000 318.50 0.00 o.oo 5:47 0.0 0.0000 318.50 o.oo .. o.oo 5:52 o.o 0.0000 318.50 0.00 o.oo 0.0000 ac.ft. have entered the pond. 0.0000 ac.ft. 0.00%) have exited. i' 1 Date 11/10/94 Page 03 Inf low H'graph: AREA Al DEVELOPED 25 YR Time Inf low Storage Elevation outflow outflow hr:min cf s ac ft feet cf s (Tot) cf s (Part) -----------------------------------------------------------------------------5:57 o.o 0.0000 318.50 0.00 o.oo 6:02 o.o 0.0000 318.50 o.oo o.oo 6:07 o.o 0.0000 318.50 0.00 o.oo } 6:12 0.0 0.0000 318.50 o.oo o.oo 6:17 0.0 0.0000 318.50 o.oo o.oo 6:22 o.o 0.0000 318.50 0.00 o.oo 6:27 0.0 0.0000 318.50 o.oo 0.00 6:32 0.0 0.0000 318.50 0.00 o.oo 6:37 o.o 0.0000 318.50 o.oo o.oo 6:42 o.o 0.0000 318.50 0.00 o.oo 6:47 0 .0 0.0000 318.50 0.00 o.oo 6:52 o.o 0.0000 318.50 0.00 o.oo 6:57 o.o 0.0000 318.50 0.00 0.00 7:02 0.0 0.0000 318.50 0.00 o.oo 7:07 0.0 0.0000 318.50 0.00 0.00 7:12 0.0 0.0000 318.50 0.00 0.00 7:17 0.0 0.0000 318.50 0.00 0.00 7:22 o.o 0.0000 318.50 0.00 0.00 7:27 o.o 0.0000 318.50 0.00 0.00 7:32 o.o 0.0000 318.50 0.00 0.00 7:37 0.0 0.0000 318.50 0.00 0.00 7:42 0.0 0.0000 318.50 0.00 0.00 7:47 o.o 0.0000 318.50 0.00 0.00 7:52 0.0 0.0000 318.50 0.00 o.oo 7:57 0.0 0.0000 318.50 0.00 0.00 8:02 o.o 0.0000 318.50 0.00 0.00 8:07 0.0 0.0000 318.50 0.00 0.00 8:12 0.1 0.0003 318.53 0.09 0.09 8:17 0.1 0.0003 318.53 0.10 0.10 8:22 0.1 0.0003 318.53 0.10 0.10 8:27 0.1 0.0003 318.53 0.10 0.10 8:32 0.1 0.0003 318.53 0.10 0.10 8:37 0.1 0.0003 318.53 0.10 0.10 8:42 0.1 0.0003 318.53 0.10 0.10 8:47 0.1 0.0003 318.53 0.10 0.10 8:52 0.1 0.0003 318.53 0.10 0.10 8:57 0.1 0.0003 318.53 0.10 0.10 9:02 0.1 0.0003 318.53 0.10 0.10 9:07 0.1 0.0003 318.53 0.10 0.10 9:12 0.1 0.0003 318.53 0.10 0.10 9:17 0.1 0.0003 318.53 0.10 0.10 9:22 0.1 0.0003 318.53 0.10 0.10 9:27 0.1 0.0003 318.53 0.10 0.10 9:32 0.1 0.0003 318.53 0.10 0.10 9:37 0.1 0.0003 318.53 0.10 0.10 9:42 0.1 0.0003 318.53 0.10 0.10 9:47 0 .1 0.0003 318 .53 0.10 ,. 0 .10 9:52 0.1 0.0003 318.53 0.10 0.10 0.0143 ac.ft. have entered the pond. 0.0140 ac.ft. (97.67%) have exited. Date 11/10/94 Page 04 Inf low H'graph: AREA Al DEVELOPED 25 YR Time Inf low Storage Elevation outflow outflow hr:min cf s ac ft feet cf s (Tot) cf s (Part) -----------------------------------------------------------------------------9:57 0.1 0.0003 318.53 0.10 0.10 10:02 0.1 0.0003 318.53 0.10 0.10 10:07 0.1 0.0003 318.53 0.10 0.10 10:12 0.1 0.0003 318.53 0.10 0.10 10:17 0.1 0.0003 318.53 0.10 0.10 10:22 0.1 0.0003 318.53 0.10 0.10 10:27 0.1 0.0003 318.53 0.10 0.10 10:32 0.1 0.0003 318.53 0.10 0.10 10:37 0.1 0.0003 318.53 0.10 0.10 10:42 0.1 0.0003 318.53 0.10 0.10 10:47 0.2 0.0004 318.54 0.12 0.12 10:52 0.2 0.0006 318.56 0.22 0.22 10:57 0.2 0.0005 318.55 0.19 0.19 11:02 0.2 0.0005 318.55 0.20 0.20 11:07 0.2 0.0005 318.55 0.20 0.20 11:12 0.2 0.0005 318.55 0.20 0.20 11:17 0.2 0.0005 318.55 0.20 0.20 11:22 0.2 0.0005 318.55 0.20 0.20 11:27 0.3 0.0006 318.56 0.24 0.24 11:32 0.3 0.0007 318.57 0.32 0.32 11:37 0.5 0.0008 318.58 0.37 0.37 11:42 0.9 0.0021 318.62 0.69 0.69 11:47 1.1 0.0034 318.65 0.91 0.91 11:52 1. 6 0.0049 318.69 1.19 1.19 11:57 2.5 0.0088 318.77 1. 82 1.82 12:02 2.8 0.0141 318.85 2.06 2.06 12:07 2.2 0.0176 318.88 2.18 2.18 12:12 1.1 0.0141 318.85 2.06 2.06 12:17 0.7 0.0073 318.74 1. 64 1. 64 12:22 0.5 0.0027 318.64 0.80 0.80 12:27 0.4 0.0011 318.60 0.51 0.51 12:32 0.3 0.0007 318.57 0.27 0.27 12:37 0.3 0.0007 318.57 0.31 0.31 12:42 0.3 0.0007 318.57 0.30 0.30 12:47 0.3 0.0007 318.57 0.30 0.30 12:52 0.2 0.0006 318.56 0.23 0.23 12:57 0.2 0.0005 318.55 0.19 0.19 13:02 0.2 0.0005 318.55 0.20 0.20 13:07 0.2 0.0005 318.55 0.20 0.20 13:12 0.2 0.0005 318.55 0.20 0.20 13:17 0.1 0.0004 318.54 0.11 0.11 13:22 0.1 0.0003 318.53 0.10 0.10 13:27 0.1 0.0003 318.53 0.10 0.10 13:32 0.1 0.0003 318.53 0.10 0.10 13:37 0.1 0.0003 318.53 0.10 0.10 13:42 0.1 0.0003 318.53 0.10 0.10 13:47 0.1 0.0002 318.52 0.04 .. 0. 04 13:52 0.1 0.0003 318.53 0.11 0.11 0.1540 ac.ft. have entered the pond. 0.1537 ac.ft. (99.77%) have exited. l Date 11/10/94 Inflow H'graph: AREA Al DEVELOPED 25 YR Time Inf low Storage Elevation hr:min cfs ac ft feet outflow cfs (Tot) Page 05 Outflow cf s (Part) ~ -----------------------------------------------------------------------------) 13:57 o.o 0.0002 318.52 0.06 0.06 l J J 14:02 0.1 0.0001 318.51 0.02 0.02 14:07 o.o -0.0000 318.50 0.00 o.oo *** ROUTING OF HYDROGRAPH # 14 *** File Name -ESPOND Proj. Leader DEBBIE KEATING Misc. Note Date 11/10/94 Client GODFREY CONST. Job 94-314 -EDUCATION STATION HYDROGRAPHS Description : REVISED DETENTION POND FOR EDUCATION STATION PROJECT 94-314 !-------------------~~~~~~~=~--~~::~~~--=~~:~~~--~:~~=:~~~---------~------------" Vert Box Elev Length in Width in No. 1 318.50 12 12 1 Broad erst Weir Elev Length Rt Slope Lt Slope Ht 2 319.50 10.0' 1.0 1.0 0.5 No. Elev Storage Outflow No. Elev Storage Outflow 1-------------------------------------------------------------------------------- 1 2 3 318.50 318.60 318.80 0.000 0.001 0.010 Routing of Hydrograph # 14 0.00 4 0.50 5 1. 91 6 319.00 319.50 320.00 0.028 0.072 0.109 2.51 3.73 8.23 ' File Name -PPLACE2A Date 11/10/94 . Proj. Leader DEBBIE KEATING Client GODFREY CONST. Job 94-314 I Misc. Note -EDUCATION STATION HYDROGRAPHS 14 Type SCS Desc. AREA Al DEVELOPED 50 YR Area 0.3 ac. Time of Concent. 10 min. Storm Dist Type II Hydro9ra~h # 4 -total outflow hydrograph Description AREA Al DEVELOPED ROUTED 50 YR Hydro9ra~h # 4 -partial outflow hydrograph Description : AREA Al DEVELOPED ROUTED 50 YR Date 11/10/94 Inflow H'graph: AREA Al DEVELOPED 50 YR Time Inf low Storage Elevation hr:min cfs ac ft feet Freq. 50.0 yrs CN 94 Len 24 hrs Precip. 9.80 Outflow cf s (Tot) Page 01 Outflow cfs (Part) 1:33 0.0 0.0000 318.50 0.00 0.00 1:38 o.o 0.0000 318.50 0.00 0.00 1:43 o.o 0.0000 318.50 0.00 0.00 0.0000 ac.ft. have entered the pond. 0.0000 ac.ft. ( 0.00%) have exited. Date 11/10/94 Page 02 Inf low H'graph: AREA Al DEVELOPED 50 YR Time Inf low Storage Elevation Outflow Outflow hr:min cf s ac ft feet cf s (Tot) cf s (Part) J -----------------------------------------------------------------------------1:48 0.0 0.0000 318.50 o.oo o.oo 1:53 0.0 0.0000 318.50 0.00 o.oo 1:58 o.o 0.0000 318.50 o.oo o.oo J 2:03 o.o 0.0000 318.50 o.oo o.oo 2:08 0.0 0.0000 318.50 0.00 0.00 2:13 o.o 0.0000 318.50 0.00 o.oo 2:18 0.0 0.0000 318.50 0.00 o.oo 2:23 0.0 0.0000 318.50 0.00 o.oo 2:28 0.0 0.0000 318.50 0.00 o.oo 2:33 0.0 0.0000 318.50 0.00 o.oo 2:38 0.0 0.0000 318.50 o.oo 0.00 2:43 0.0 0.0000 318.50 0.00 0.00 2:48 o.o 0.0000 318.50 o.oo 0.00 2:53 0.0 0.0000 318.50 o.oo 0.00 2:58 0.0 0.0000 318.50 0.00 0.00 r 3:03 o.o 0.0000 318.50 0.00 0.00 J 3:08 0.0 0.0000 318.50 o.oo 0.00 3:13 0.0 0.0000 318.50 0.00 0.00 3:18 0.0 0.0000 318.50 0.00 0.00 l 3:23 0.0 0.0000 318.50 0.00 0.00 3:28 o.o 0.0000 318.50 o.oo 0.00 3:33 0.0 0.0000 318.50 0.00 o.oo 3:38 0.0 0.0000 318.50 0.00 0.00 { 3:43 0.0 0.0000 318.50 0.00 0.00 3:48 0.0 0.0000 318.50 0.00 0.00 3:53 0.0 0.0000 318.50 o.oo o.oo 3:58 o.o 0.0000 318.50 o.oo o.oo } 4:03 0.0 0.0000 318.50 o.oo 0.00 4:08 0.0 0.0000 318.50 0.00 o.oo 4:13 o.o 0.0000 318.50 o.oo o.oo 4:18 0.0 0.0000 318.50 0.00 o.oo 4:23 0.0 0.0000 318.50 0.00 0.00 4:28 0.0 0.0000 318.50 o.oo o.oo 4:33 0.0 0.0000 318.50 0.00 o.oo 4:38 o.o 0.0000 318.50 o.oo o.oo 4:43 0.0 0.0000 318.50 0.00 o.oo 4:48 o.o 0.0000 318.50 0.00 0.00 4:53 0.0 0.0000 318.50 o.oo o.oo 4:58 o.o 0.0000 318.50 0.00 o.oo 5:03 0.0 0.0000 318.50 0.00 o.oo 5:08 0.0 0.0000 318.50 0.00 0.00 5:13 0.0 0.0000 318.50 0.00 o.oo 5:18 0.0 0.0000 318.50 0.00 0.00 5:23 0.0 0.0000 318.50 0.00 0.00 5:28 0.0 0.0000 318.50 0.00 o.oo 5:33 0.0 0.0000 318.50 0.00 o.oo 5:38 o.o 0.0000 318.50 0.00 .. 0. 00 5:43 0.0 0.0000 318.50 0.00 o.oo 0.0000 ac.ft. have entered the pond. 0.0000 ac.ft. ( 0.00%) have exited. I 1 1 Date 11/10/94 Page 03 Inflow H'graph: AREA Al DEVELOPED 50 YR Time Inf low Storage Elevation Outflow Outflow hr:min cfs ac ft feet cfs (Tot) cfs (Part) i -----------------------------------------------------------------------------5:48 o.o 0.0000 318.50 o.oo o.oo 5:53 o.o 0.0000 318.50 0.00 o.oo 5:58 o.o 0.0000 318.50 o.oo o.oo -J 6:03 o.o 0.0000 318.50 o.oo o.oo 6:08 o.o 0.0000 318.50 0.00 o.oo 6:13 0.0 0.0000 318.50 o.oo o.oo 6:18 o.o 0.0000 318.50 o.oo 0.00 -1 6:23 o.o 0.0000 318.50 o.oo 0.00 6:28 o.o 0.0000 318.50 0.00 o.oo 6:33 o.o 0.0000 318.50 o.oo o.oo 6:38 0.0 0.0000 318.50 0.00 o.oo I 6:43 0.0 0.0000 318.50 0.00 o.oo 6:48 0.0 0.0000 318.50 0.00 o.oo 6:53 0.0 0.0000 318.50 0.00 0.00 6:58 0.0 0.0000 318.50 0.00 0.00 7:03 o.o 0.0000 318.50 0.00 0.00 7:08 0.1 0.0001 318.51 0.01 0.01 7:13 0.1 0.0003 318.53 0.10 0.10 7:18 0.1 0.0003 318.53 0.10 0.10 l 7:23 0.1 0.0003 318.53 0.10 0.10 7:28 0.1 0.0003 318.53 0.10 0.10 7:33 0.1 0.0003 318.53 0.10 0.10 7:38 0.1 0.0003 318.53 0.10 0.10 l 7:43 0.1 0.0003 318.53 0.10 0.10 7:48 0.1 0.0003 318.53 0.10 0.10 7:53 0.1 0.0003 318.53 0.10 0.10 7:58 0.1 0.0003 318.53 0.10 0.10 } 8:03 0.1 0.0003 318.53 0.10 0.10 8:08 0.1 0.0003 318.53 0.10 0.10 8:13 0.1 0.0003 318.53 0.10 0.10 8:18 0.1 0.0003 318.53 0.10 0.10 8:23 0.1 0.0003 318.53 0.10 0.10 8:28 0.1 0.0003 318.53 0.10 0.10 8:33 0.1 0.0003 318.53 0.10 0.10 8:38 0.1 0.0003 318.53 0.10 0.10 8:43 0.1 0.0003 318.53 0.10 0.10 8:48 0.1 0.0003 318.53 0.10 0.10 8:53 0.1 0.0003 318.53 0.10 0.10 8:58 0.1 0.0003 318.53 0.10 0.10 9:03 0.1 0.0003 318.53 0.10 0.10 9:08 0.1 0.0003 318.53 0.10 0.10 9:13 0.1 0.0003 318.53 0.10 0.10 9:18 0.1 0.0003 318.53 0.10 0.10 9:23 0.1 0.0003 318.53 0.10 0.10 9:28 0.1 0.0003 318.53 0.10 0.10 9:33 0.1 0.0003 318.53 0.10 0.10 9:38 0.1 0.0003 318.53 0.10 .. 0 .10 9:43 0.1 0.0003 318.53 0.10 0.10 0.0214 ac.ft. have entered the pond. 0.0210 ac.ft. (98.45%) have exited. Date 11/10/94 Page 04 Inflow H'graph: AREA Al DEVELOPED 50 YR Time Inf low Storage Elevation Outflow Outflow hr:min cfs ac ft feet cf s (Tot) cfs (Part) -----------------------------------------------------------------------------9:48 0.1 0.0003 318.53 0.10 0.10 9:53 0.1 0.0003 318.53 0.10 0.10 9:58 0.1 0.0003 318.53 0.10 0.10 10:03 0.1 0.0003 318.53 0.10 0.10 10:08 0.1 0.0003 318.53 0.10 0.10 10:13 0.1 0.0003 318.53 0.10 0.10 10:18 0.1 0.0003 318.53 0.10 0.10 10:23 0.1 0.0003 318.53 0.10 0.10 10:28 0.1 0.0003 318.53 0.10 0.10 10:33 0.1 0.0003 318.53 0.10 0.10 10:38 0.2 0.0004 318.54 0.12 0.12 10:43 0.2 0.0006 318.56 0.22 0.22 10:48 0.2 0.0005 318.55 0.19 0.19 10:53 0.2 0.0005 318.55 0.20 0.20 10:58 0.2 0.0005 318.55 0.20 0.20 11:03 0.2 0.0005 318.55 0.20 0.20 11:08 0.2 0.0005 318.55 0.20 0.20 11:13 0.2 0.0005 318.55 0.20 0.20 11:18 0.2 0.0005 318.55 0.20 0.20 11:23 0.3 0.0007 318.57 0.29 0.29 11:28 0.3 0.0007 318.57 0.30 0.30 11:33 0.3 0.0007 318.57 0. 30 0.30 11:38 0.7 0.0012 318.60 0.53 0.53 11:43 1. 0 0.0027 318.64 0.80 0.80 11:48 1. 2 0.0041 318.67 1. 04 1. 04 11:53 2.1 0.0063 318.72 1. 46 1.46 11:58 2.9 0.0119 318.82 1. 98 1. 98 12:03 3.2 0.0187 318.90 2.22 2.22 12:08 ·2.2 0.0223 318.94 2.34 2.34 12:13 1.1 0.0176 318.88 2.18 2.18 12:18 0.7 0.0096 318.79 1. 88 1.88 12:23 0.5 0.0039 318.66 1. 01 1. 01 12:28 0.4 0.0015 318.61 0.59 0.59 12:33 0.4 0.0009 318.59 0.41 0.41 12:38 0.3 0.0007 318.57 0.30 0.30 12:43 0.3 0.0007 318.57 0.30 0.30 12:48 0.3 0.0007 318.57 0. 30 0.30 12:53 0.3 0.0007 318.57 0. 30 0.30 12:58 0.2 0.0006 318.56 0.23 0.23 13:03 0.2 0.0005 318.55 0.19 0.19 13:08 0.2 0.0005 318.55 0.20 0.20 13:13 0.2 0.0005 318.55 0.20 0.20 13:18 0.2 0.0005 318.55 0.20 0.20 13:23 0.2 0.0005 318.55 0.20 0.20 13:28 0.2 0.0005 318.55 0.20 0.20 13:33 0.2 0.0005 318.55 0.20 0.20 13:38 0.1 0.0005 318.55 0.18 ,, 0 .18 13:43 0.1 0.0003 318.53 0.08 0.08 0.1808 ac.ft. have entered the pond. 0.1806 ac.ft. (99.84%) have exited. Date 11/10/94 Inflow H'graph: AREA Al DEVELOPED 50 YR Time Inf low Storage Elevation hr:min cfs ac ft feet 13:48 0.2 0.0003 318.53 13:53 0.1 0.0004 318.54 13:58 o.o 0.0002 318.52 14:03 0.0 0.0000 318.50 14:08 0.0 0.0000 318.50 14:13 0.0 0.0000 318.50 14:18 0.0 -0.0000 318.50 outflow cfs (Tot) 0.07 0.14 0.04 0.00 0.00 o.oo 0.00 Page 05 Outflow cfs (Part) 0.07 0.14 0.04 0.00 o.oo 0.00 0.00 *** ROUTING OF HYDROGRAPH # 15 *** File Name -ESPOND Date 11/10/94 Proj. Leader DEBBIE KEATING Misc. Note Client GODFREY CONST. Job 94-314 -EDUCATION STATION HYDROGRAPHS Description : REVISED DETENTION POND FOR EDUCATION STATION PROJECT 94-314 1 -------------------~~~~~~~~~--~~=:~~~--:~~=~~~--~=~~:=~~~----------------------Vert Box Elev Length in Width in No. 1 318.50 12 12 1 Broad Crst Weir Elev Length Rt Slope Lt Slope Ht 2 319.50 10.0' 1.0 1.0 0.5 No. Elev Storage Outflow No. Elev Storage Outflow !--------------------------------------------------------------------------------' 1 318.50 0.000 0.00 4 319.00 0.028 2.51 2 318.60 0.001 0.50 5 319.50 0.072 3.73 3 318.80 0.010 1.91 6 320.00 0.109 8.23 Routing of Hydrograph # 15 J File Name -PPLACE2A Date 11/10/94 ~ Proj. Leader DEBBIE KEATING Client GODFREY CONST. Job 94-314 Misc. Note -EDUCATION STATION HYDROGRAPHS 15 Type SCS Desc. AREA Al DEVELOPED 100 YR Area 0.3 ac. Time of Concent. 10 min. Storm Dist Type II Hydro9ra~h # 5 -total outflow hydrograph Description : AREA Al DEVELOPED ROUTED 100 YR Hydro9ra~h # 5 -partial outflow hydrograph Description : AREA Al DEVELOPED ROUTED 100 YR Date 11/10/94 Inflow H'graph: AREA Al DEVELOPED 100 YR Time Inf low Storage Elevation hr:min cfs ac ft feet 1:24 0.0 0.0000 1:29 0.0 0.0000 1:34 0.0 0.0000 318.50 318.50 318.50 Freq. 100.0 yrs CN 94 Len 24 hrs Precip. 11.00 Outflow cf s (Tot} Page 01 Outflow cfs (Part} 0.00 0.00 0.00 0.00 0.00 o.oo 0.0000 ac.ft. have entered the pond. 0.0000 ac.ft. 0.00%} have exited. Date 11/10/94 Page 02 Inflow H'graph: AREA Al DEVELOPED 100 YR Time Inf low Storage Elevation outflow outflow hr:min cf s ac ft feet cf s (Tot) cf s (Part) -----------------------------------------------------------------------------1:39 0.0 0.0000 318.50 o.oo o.oo 1:44 o.o 0.0000 318.50 o.oo o.oo 1:49 o.o 0.0000 318.50 o.oo o.oo 1:54 0.0 0.0000 318.50 o.oo o.oo 1:59 o.o 0.0000 318.50 o.oo o.oo 2:04 o.o 0.0000 318.50 o.oo o.oo 2:09 0.0 0.0000 318.50 0.00 0.00 2:14 0.0 0.0000 318.50 o.oo o.oo 2:19 0.0 0.0000 318.50 0.00 0.00 2:24 0.0 0.0000 318.50 0.00 0.00 2:29 0.0 0.0000 318.50 o.oo 0.00 2:34 0.0 0.0000 318.50 0.00 o.oo 2:39 0.0 0.0000 318.50 0.00 0.00 2:44 o.o 0.0000 318.50 0.00 0.00 2:49 0.0 0.0000 318.50 0.00 o.oo 2:54 0.0 0.0000 318.50 0.00 0.00 2:59 0.0 0.0000 318.50 o.oo o.oo 3:04 0.0 0.0000 318.50 0.00 0.00 3:09 0.0 0.0000 318.50 0.00 0.00 3:14 0.0 0.0000 318.50 o.oo 0.00 3:19 o.o 0.0000 318.50 o.oo o.oo 3:24 0.0 0.0000 318.50 o.oo o.oo 3:29 0.0 0.0000 318.50 o.oo 0.00 3:34 0.0 0.0000 318.50 0.00 0.00 3:39 0.0 0.0000 318.50 0.00 0.00 3:44 0.0 0.0000 318.50 o.oo o.oo 3:49 0.0 0.0000 318.50 0.00 o.oo 3:54 0.0 0.0000 318.50 0.00 o.oo 3:59 0.0 0.0000 318.50 o.oo 0.00 4:04 o.o 0.0000 318.50 o.oo o.oo 4:09 0.0 0.0000 318.50 0.00 0.00 4:14 0.0 0.0000 318.50 0.00 0.00 4:19 0.0 0.0000 318.50 0.00 o.oo 4:24 o.o 0.0000 318.50 0.00 o.oo 4:29 o.o 0.0000 318.50 o.oo 0.00 4:34 0.0 0.0000 318.50 0.00 o.oo 4:39 0.0 0.0000 318.50 0.00 0.00 4:44 o.o 0.0000 318.50 0.00 0.00 4:49 0.0 0.0000 318.50 0.00 0.00 4:54 0.0 0.0000 318.50 0.00 o.oo 4:59 o.o 0.0000 318.50 0.00 0.00 5:04 0.0 0.0000 318.50 o.oo 0.00 5:09 0.0 0.0000 318.50 0.00 o.oo 5:14 0.0 0.0000 318.50 0.00 0.00 5:19 0.0 0.0000 318.50 0.00 o.oo 5:24 o.o 0.0000 318.50 0.00 0.00 5:29 0.0 0.0000 318.50 o.oo .. 0. 00 5:34 0.0 0.0000 318.50 0.00 o.oo 0.0000 ac.ft. have entered the pond. 0.0000 ac.ft. 0.00%) have exited. -t Date 11/10/94 Page 03 Inf low H'graph: AREA Al DEVELOPED 100 YR Time Inf low storage Elevation Outflow outflow hr:min cf s ac ft feet cf s (Tot) cf s (Part) -----------------------------------------------------------------------------5:39 o.o 0.0000 318.50 o.oo 0.00 5:44 0.0 0.0000 318.50 0.00 o.oo 5:49 o.o 0.0000 318.50 o.oo 0.00 5:54 o.o 0.0000 318.50 0.00 o.oo 5:59 o.o 0.0000 318.50 o.oo 0.00 6:04 0.0 0.0000 318.50 0.00 0.00 6:09 0.0 0.0000 318.50 o.oo o.oo 6:14 0.1 0.0003 318.53 0.07 0.07 6:19 0.1 0.0003 318.53 0.11 0.11 6:24 0.1 0.0003 318.53 0.10 0.10 6:29 0.1 0.0003 318.53 0.10 0.10 6:34 0.1 0.0003 318.53 0.10 0.10 6:39 0.1 0.0003 318.53 0.10 0.10 6:44 0.1 0.0003 318.53 0.10 0.10 6:49 0.1 0.0003 318.53 0.10 0.10 6:54 0.1 0.0003 318.53 0.10 0.10 6:59 0.1 0.0003 318.53 0.10 0.10 7:04 0.1 0.0003 318.53 0.10 0.10 7:09 0.1 0.0003 318.53 0.10 0.10 7:14 0.1 0.0003 318.53 0.10 0.10 7:19 0.1 0.0003 318.53 0.10 0.10 7:24 0.1 0.0003 318.53 0.10 0.10 7:29 0.1 0.0003 318.53 0.10 0.10 7:34 0.1 0.0003 318.53 0.10 0.10 7:39 0.1 0.0003 318.53 0.10 0.10 7:44 0.1 0.0003 318.53 0.10 0.10 7:49 0.1 0.0003 318.53 0.10 0.10 7:54 0.1 0.0003 318.53 0.10 0.10 7:59 0.1 0.0003 318.53 0.10 0.10 8:04 0.1 0.0003 318.53 0.10 0.10 8:09 0.1 0.0003 318.53 0 • 1-0 0.10 8:14 0.1 0.0003 318.53 0.10 0.10 8:19 0.1 0.0003 318.53 0.10 0.10 8:24 0.1 0.0003 318.53 0.10 0.10 8:29 0.1 0.0003 318.53 0.10 0.10 8:34 0.1 0.0003 318.53 0.10 0.10 8:39 0.1 0.0003 318.53 0.10 0.10 8:44 0.1 0.0003 318.53 0.10 0.10 8:49 0.1 0.0003 318.53 0.10 0.10 8:54 0.1 0.0003 318.53 0.10 0.10 8:59 0.1 0.0003 318.53 0.10 0.10 9:04 0.1 0.0003 318.53 0.10 0.10 9:09 0.1 0.0003 318.53 0.10 0.10 9:14 0.1 0.0003 318.53 0.10 0.10 9:19 0.1 0.0003 318.53 0.10 0.10 9:24 0.1 0.0003 318.53 0.10 0.10 9:29 0.1 0.0003 318.53 0.10 .. 0 .10 9:34 0.1 0.0003 318.53 0.10 0.10 0.0280 ac.ft. have entered the pond. 0.0277 ac.ft. (98.82%) have exited. 1 ( ~ Date 11/10/94 Page 04 Inf low H'graph: AREA Al DEVELOPED 100 YR Time Inf low Storage Elevation Outflow outflow hr:min cf s ac ft feet cf s (Tot) cf s (Part) -----------------------------------------------------------------------------9:39 0.1 0.0003 318.53 0.10 0.10 9:44 0.1 0.0003 318.53 0.10 0.10 9:49 0.1 0.0003 318.53 0.10 0.10 9:54 0.1 0.0003 318.53 0.10 0.10 9:59 0.1 0.0003 318.53 0.10 0.10 10:04 0.1 0.0003 318.53 0.10 0.10 10:09 0.1 0.0003 318.53 0.10 0.10 10:14 0.1 0.0003 318.53 0.10 0.10 10:l9 0.1 0.0003 318.53 0.10 0.10 10:24 0.1 0.0003 318.53 0.10 0.10 10:29 0.2 0.0004 318.54 0.12 0.12 10:34 0.2 0.0006 318.56 0.22 0.22 10:39 0.2 0.0005 318.55 0.19 0.19 10:44 0.2 0.0005 318.55 0.20 0.20 10:49 0.2 0.0005 318.55 0.20 0.20 10:54 0.2 0.0005 318.55 0.20 0.20 10:59 0.2 0.0005 318.55 0.20 0.20 11:04 0.2 0.0005 318.55 0.20 0.20 11:09 0.3 0.0006 318.56 0.24 0.24 11:14 0.3 0.0007 318.57 0.32 0.32 11:19 0.3 0.0007 318.57 0.29 0.29 11:24 0.3 0.0007 318.57 0.30 0.30 11:29 0.3 0.0007 318.57 0. 30 0.30 11:34 0.4 0.0008 318.58 0.37 0.37 11:39 0.8 0.0015 318.61 0.58 0.58 11:44 1.2 0.0034 318.65 0.92 0.92 11:49 1.5 0.0053 318.69 1. 26 1.26 11:54 2.5 0.0080 318.75 1. 75 1. 75 11:59 3.4 0.0152 318.86 2.10 2.10 12:04 3.5 0.0240 318.96 2.39 2.39 12:09 2.3 0.0277 319.00 2.51 2.51 12:14 1.1 0.0221 318.93 2.33 2.33 12:19 0.8 0.0134 318.84 2.03 2.03 12:24 0.5 0.0060 318.71 1. 40 1.40 12:29 0.4 0.0022 318.63 0.70 0.70 12:34 0.4 0.0009 318.59 0.46 0.46 12:39 0.4 0.0008 318.58 0.37 0.37 12:44 0.3 0.0007 318.57 0.31 0.31 12:49 0.3 0.0007 318.57 0.30 0. 30 12:54 0.3 0.0007 318.57 0.30 0.30 12:59 0.2 0.0007 318.57 0.28 0.28 13:04 0.2 0.0005 318.55 0.18 0.18 13:09 0.2 0.0005 318.55 0.21 0.21 13:14 0.2 0.0005 318.55 0.20 0.20 13:19 0.2 0.0005 318.55 0.20 0.20 13:24 0.2 0.0005 318.55 0.20 0.20 13:29 0.1 0.0005 318.55 0.18 0.18 13:34 0.1 0.0003 318.53 0.08 0.08 0.2044 ac.ft. have entered the pond. 0.2041 ac.ft. (99.86%) have exited. I l ! Date 11/10/94 Inflow H'graph: AREA Al DEVELOPED 100 YR Time Inf low Storage Elevation hr:min cfs ac ft feet 13:39 13:44 13:49 13:54 0.2 0.1 o.o o.o 0.0003 0.0004 0.0002 0.0000 318.53 318.54 318.52 318.50 Outflow cfs (Tot) 0.07 0.14 0.04 0.00 Page 05 Outflow cf s (Part) 0.07 0.14 0.04 o.oo APPENDIXE c:\winwordlppdcdrpt.doc File Name -PPLACE2A Date 11/10/94 , Proj. Leader DEBBIE KEATING Client GODFREY CONST. Job 94-314 Misc. Note -EDUCATION STATION HYDROGRAPHS 6 Type scs Desc. AREA Al DEVELOPED ROUTED + A2 DEVELOPED 2 YR Area 0.9 ac. Time of Concent. 10 min. Freq. 2.0 yrs CN 94 Storm Dist Type II Len 24 hrs Precip. 4.50 Time hr:min 9:03 9:08 9:13 9:18 9:23 9:28 9:33 9:38 9:43 9:48 9:53 9:58 10:03 10:08 10:13 10:18 10:23 10:28 Volume Flow cf s o.o 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 of runoff Time hr:min 10:33 10:38 10:43 10:48 10:53 10:58 11:03 11:08 11:13 11:18 11:23 11:28 11:33 11:38 11:43 11:48 11:53 11:58 = 0.20 Flow cf s 0.1 0.1 0.2 0.2 0.2 0.2 0.2 0.2 0.3 0.3 0.3 0.3 0.4 0.7 1.1 1. 5 2.2 3.0 ac. ft. Time hr:min 12:03 12:08 12:13 12:18 12:23 12:28 12:33 12:38 12:43 12:48 12:53 12:58 13:03 13:08 13:13 13:18 13:23 13:28 Depth Flow cf s 3.3 2.7 1.8 1.1 0.7 0.5 0.4 0.3 0.2 0.2 0.2 0.3 0.3 0.3 0.2 0.2 0.2 0.2 of runoff Time hr:min 13:33 13:38 13:43 13:48 13:53 13:58 14:03 14:08 14:13 14:18 14:23 14:28 14:33 14:38 14:43 14:48 14:53 14:58 = 2.80 Flow cf s 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.1 0.1 0.0 0.0 in. File Name -PPLACE2A Date 11/10/94 : Proj. Leader DEBBIE KEATING Client GODFREY CONST. Job 94-314 Misc. Note -EDUCATION STATION HYDROGRAPHS 7 Type SCS Desc. AREA Al DEVELOPED ROUTED + A2 DEVELOPED 10 YR Area 0.9 ac. Time of concent. 10 min. Freq. 10.0 yrs CN 94 Storm Dist Type II Len 24 hrs Precip. 7.40 Time hr:min 6:09 6:14 6:19 6:24 6:29 6:34 6:39 6:44 6:49 6:54 6:59 7:04 7:09 7:14 7:19 7:24 7:29 7:34 7:39 7:44 7:49 7:54 7:59 8:04 8:09 Flow cf s 0.0 o.o 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 Time hr:min 8:14 8:19 8:24 8:29 8:34 8:39 8:44 8:49 8:54 8:59 9:04 9:09 9:14 9:19 9:24 9:29 9:34 9:39 9:44 9:49 9:54 9:59 10:04 10:09 10:14 Volume of runoff = Flow cf s 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.35 ac. ft. Time hr:min 10:19 10:24 10:29 10:34 10:39 10:44 10:49 10:54 10:59 11:04 11:09 11:14 11:19 11:24 11:29 11:34 11:39 11:44 11:49 11:54 11:59 12:04 12:09 12:14 12:19 Flow cf s 0.2 0.2 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.4 0.4 0.4 0.4 0.5 0.5 0.7 1.2 1.9 2.6 3.9 5.3 5.6 4.6 :Lo 1.9 Time hr:min 12:24 12:29 12:34 12:39 12:44 12:49 12:54 12:59 13:04 13:09 13:14 13:19 13:24 13:29 13:34 13:39 13:44 13:49 13:54 13:59 14:04 14:09 14:14 14:19 14:24 Flow cf s 1.2 0.8 0.7 . o. 6 0.5 0.5 0.4 0.4 0.4 0.4 0.3 0.2 0.2 0.2 0.2 0.3 0.3 0.3 0.2 0.1 0.1 0.1 0.0 0.1 0.0 Depth of runoff = 4.87 in. File Name -PPLACE2A Date 11/10/94 Proj. Leader DEBBIE KEATING Client GODFREY CONST. Job 94-314 Misc. Note -EDUCATION STATION HYDROGRAPHS 8 Type scs Desc. AREA Al DEVELOPED ROUTED + A2 DEVELOPED 25 YR Area 0.9 ac. Time of Concent. 10 min. Freq. 25.0 yrs CN 94 storm Dist Type II Len 24 hrs Precip. 8.80 Time hr:min 5:03 5:08 5:13 5:18 5:23 5:28 5:33 5:38 5:43 5:48 5:53 5:58 6:03 6:08 6:13 6:18 6:23 6:28 6:33 6:38 6:43 6:48 6:53 6:58 7:03 7:08 7:13 7:18 Flow cf s o.o o.o 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 Time hr:min 7:23 7:28 7:33 7:38 7:43 7:48 7:53 7:58 8:03 8:08 8:13 8:18 8:23 8:28 8:33 8:38 8:43 8:48 8:53 8:58 9:03 9:08 9:13 9:18 9:23 9:28 9:33 9:38 Volume of runoff = Flow cf s 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.42 ac. ft. Time hr:min 9:43 9:48 9:53 9:58 10:03 10:08 10:13 10:18 10:23 10:28 10:33 10:38 10:43 10:48 10:53 10:58 11:03 11:08 11:13 11:18 11:23 11:28 11:33 11:38 11:43 11:48 11:53 11:58 Flow cf s 0.2 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.4 0.4 0.4 0.4 0.5 0.5 0.6 0.6 0.7 0.9 L4 2.2 3.1 4.5 6.1 Time hr:min 12:03 12:08 12:13 12:18 12:23 12:28 12:33 12:38 12:43 12:48 12:53 12:58 13:03 13:08 13:13 13:18 13:23 13:28 13:33 13:38 13:43 13:48 13:53 13:58 14:03 14:08 14:13 14:18 Flow cf s 6.6 5.4 3.8 2.5 1. 6 1. 0 0.8 0.7 0.7 0.7 0.6 0.5 0.5 0.4 0.4 0.3 0.3 0.3 0.3 0.2 0.1 0.1 0.1 0.1 0.1 0.0 0.0 o.o Depth of runoff = 5.89 in. File Name -PPLACE2A Date 11/10/94 Proj. Leader DEBBIE KEATING Client GODFREY CONST. Job 94-314 Misc. Note -EDUCATION STATION HYDROGRAPHS --------------------------------------------------------------------------------9 Type scs Desc. AREA Al DEVELOPED ROUTED + A2 DEVELOPED 50 YR Area 0.9 ac. Time of Concent. 10 min. Freq. 50.0 yrs CN 94 storm Dist Type II Len 24 hrs Precip. 9.80 Time hr:min 4:06 4:11 4:16 4:21 4:26 4:31 4:36 4:41 4:46 4:51 4:56 5:01 5:06 5:11 5:16 5:21 5:26 5:31 5:36 5:41 5:46 5:51 5:56 6:01 6:06 6:11 6:16 6:21 6:26 6:31 Flow cf s o.o o.o 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 Time hr:min '6:36 6:41 6:46 6:51 6:56 7:01 7:06 7:11 7:16 7:21 7:26 7:31 7:36 7:41 7:46 7:51 7:56 8:01 8:06 8:11 8:16 8:21 8:26 8:31 8:36 8:41 8:46 8:51 8:56 9:01 Volume of runoff = Flow cf s 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.49 ac. ft. Time hr:min 9:06 9:11 9:16 9:21 9:26 9:31 9:36 9:41 9:46 9:51 9:56 10:01 10:06 10:11 10:16 10:21 10:26 10:31 10:36 10:41 10:46 10:51 10:56 11:01 11:06 11:11 11:16 11:21 11:26 11:31 Flow cf s 0.2 0.2 0.2 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.4 0.4 0.4 0.5 0.5 0.5 0.6 0.6 0.6 0.7 0.8 Time hr:min 11:36 11:41 11:46 11:51 11:56 12:01 12:06 12:11 12:16 12:21 12:26 12:31 12:36 12:41 12:46 12:51 12:56 13:01 13:06 13:11 13:16 13:21 13:26 13:31 13:36 13:41 13:46 13:51 13:56 14:01 Flow cf s 1. 3 2.2 3.0 4.3 6.1 7.3 6.7 4.9 3.4 2.3 1. 5 1.1 0.9 0.8 0.7 0.7 0.6 0.5 0.4 0.4 0.4 0.4 0.5 0.4 0.3 0.2 0.1 0.2 o.o o.o Depth of runoff= 6.78 in. File Name -PPLACE2A Date 11/10/94 Proj. Leader DEBBIE KEATING Client GODFREY CONST. Job 94-314 Misc. Note -EDUCATION STATION HYDROGRAPHS 10 Type SCS Desc. AREA Al DEVELOPED ROUTED + A2 DEVELOPED 100 YR Area 0.9 ac. Time of Concent. 10 min. Freq. 100.0 yrs CN 94 Storm Dist Type II Len 24 hrs Precip. 11.00 Time hr:min 3: 5-4· 3:59 4:04 4:09 4:14 4:19 4:24 4:29 4:34 4:39 4:44 4:49 4:54 4:59 5:04 5:09 5:14 5:19 5:24 5:29 5:34 5:39 5:44 5:49 5:54 5:59 6:04 6:09 6:14 6:19 Flow cf s 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 Time hr:min 6:24 6:29 6:34 6:39 6:44 6:49 6:54 6:59 7:04 7:09 7:14 7:19 7:24 7:29 7:34 7:39 7:44 7:49 7:54 7:59 8:04 8:09 8:14 8:19 8:24 8:29 8:34 8:39 8:44 8:49 Volume of runoff = Flow cf s 0.1 0.1 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.3 0.3 0.3 0.54 ac. ft. Time hr:min 8:54 8:59 9:04 9:09 9:14 9:19 9:24 9:29 9:34 9:39 9:44 9:49 9:54 9:59 10:04 10:09 10:14 10:19 10:24 10:29 10:34 10:39 10:44 10:49 10:54 10:59 11: 04 11:09 11:14 11:19 Flow cf s 0·:·3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.4 0.4 0.4 0~4 0.4 0.5 0.6 0.6 0.6 0.7 0.7 Time hr:min 11:24 11:29 11:34 11:39 11:44 11:49 11:54 11:59 12:04 12:09 12:14 12:19 12:24 12:29 12:34 12:39 12:44 12:49 12:54 12:59 13:04 13:09 13:14 13:19 13:24 13:29 13:34 13:39 13:44 13:49 Flow cf s 0.7 0.8 1.1 2.0 2.9 4.0 5.9 7.7 8.0 6.4 4.5 3.3 2.3 1.5 1.1 0.9 0.8 0.8 0.7 0.5 0.4 0.4 0.4 0.4 0.4 0.2 0.1 0.1 0.2 o.o Depth of runoff = 7.55 in. APPENDIXF c :\winword\ppdcdrptdoc APPENDIXG Triangular Channel Analysis & Design Open Channel -Uniform flow Worksheet Name: ponderosa parking lo Comment: ponderosa parking lot Solve For Depth Given Input Data: Left Side Slope .. Right Side Slope. Manning's n ..... . Channel Slope ... . Discharge .......• Computed Results: Depth ........... . Velocity ........ . Flow Area ....... . Flow Top Width .. . Wetted Perimeter. Critical Depth .. . Critical Slope .. . 2.25:1 (H:V) 2.25:1 (H:V) 0.012 0.0125 ft/ft 0.60 cfs 0.28 ft 3.49 fps 0.17 sf 1. 24 ft 1. 36 ft 0.34 ft 0.0043 ft/ft Open Channel Flow Module, Version 3.2 (c) 1990 Haestad Methods, Inc. * 37 Brookside Rd * Waterbury, Ct 06708 Triangular Channel Analysis & Design Open Channel -Uniform flow Worksheet Name: ponderosa parking lo Comment: ponderosa parking lot Solve For Depth Given Input Data: Left Side Slope .. Right Side Slope. Manning's n ••••.. Channel Slope •... Discharge .....•.. Computed Results: Depth ........... . Velocity ........ . Flow Area ....... . Flow Top Width .. . Wetted Perimeter. Critical Depth .. . Critical Slope .. . 2.25:1 (H:V) 2.25:1 (H:V) 0.012 0.0125 ft/ft 1. 30 cfs 0.37 ft 4.23 fps 0.31 sf 1. 66 ft 1. 82 ft 0.46 ft 0.0039 ft/ft Open Channel Flow Module, Version 3.2 (c) 1990 Haestad Methods, Inc. * 37 Brookside Rd * Waterbury, Ct 06708 Triangular Channel Analysis & Design Open Channel -Uniform flow Worksheet Name: ponderosa parking lo Comment: ponderosa parking lot Solve For Depth Given Input Data: Left Side Slope .. Right Side Slope. Manning's n ..... . Channel Slope ... . Discharge ....... . Computed Results: Depth ........... . Velocity ........ . Flow Area ....... . Flow Top Width .. . Wetted Perimeter. Critical Depth .. . Critical Slope .. . 2.25:1 (H:V) 2.25:1 (H:V) 0.012 0.0125 ft/ft 1. 70 cfs 0.41 ft 4.52 fps 0.38 sf 1. 84 ft 2.01 ft 0.51 ft 0.0037 ft/ft Open Channel Flow Module, Version 3.2 (c) 1990 Haestad Methods, Inc. * 37 Brookside Rd * Waterbury, ct 06708 Triangular Channel Analysis & Design Open Channel -Uniform flow Worksheet Name: ponderosa parking lo Comment: ponderosa parking lot Solve For Depth Given Input Data: Left Side Slope .. Right Side Slope. Manning's n ..... . Channel Slope ... . Discharge ••.....• Computed Results: Depth ........... . Velocity ......•.. Flow Area ....... . Flow Top Width .. . Wetted Perimeter. Critical Depth .. . Critical Slope .. . 2.25:1 (H:V) 2.25:1 (H:V) 0.012 0.0125 ft/ft 2.00 cfs 0.43 ft 4.71 fps 0.42 sf 1. 95 ft 2.14 ft 0.55 ft 0.0036 ft/ft Open Channel Flow Module, Version 3.2 (c) 1990 Haestad Methods, Inc. * 37 Brookside Rd * Waterbury, Ct 06708 Triangular Channel Analysis & Design Open Channel -Uniform flow Worksheet Name: ponderosa parking lo Comment: ponderosa parking lot Solve For Depth Given Input Data: Left Side Slope .. Right Side Slope. Manning's n ..... . Channel Slope ... . Discharge •••..... Computed Results: Depth ........... . Velocity .•••..... Flow Area ....... . Flow Top Width .. . Wetted Perimeter. Critical Depth ... Critical Slope .•• 2.25:1 (H:V) 2.25:1 (H:V) 0.012 0.0125 ft/ft 2.30 cfs 0.46 ft 4.88 fps 0.47 sf 2.06 ft 2.25 ft 0.58 ft 0.0036 ft/ft Operi Channel Flow Module, Version 3.2 (c) 1990 Haestad Methods, Inc. * 37 Brookside Rd * Waterbury, Ct 06708 - I ~ ' APPENDIXH Federal Register / Vol. 57, No. 175 / Wednesday, September 9, 1992 / No tices 41339 APPENDIX C-Notl ce of Intent and Instructions ... Aw•,.. for lnatNctlona Form Apptoyed. o..11a.--. .....,_._..,..,,. ft EPA Unbid SW Elwi0111•i1111 PrOltCllon N/«'O/ N'DEI W..ni1gl0i\. OC 20oEO FORM ~, Note. of lnttnt (NOi) torStonn Water DllChargM Ataoclated with lnduatrlal Activity Under th• NPOES General Permit SubmllllOll of t'lll Nollce of ~ OOIWlllullle rlCIClcl t.i Ill S*1Y ldlnlllltd In Sedlon I of t'lll IOlm lmlndl ID bl Miartz9d ~ a NPOES I*"* i.Uld tar eam -~ _. •Md WIWI ildullrllll ~In Ill S.. IOWefled In ledlorl Hof Ha lolm. ~~ otlllg.-lldl dllcfWlger ID~ wt1t Ill 111nn1 CIOl'dllanl of Ill pltmlL ALL N CESSARY INFOR~TIOH MUST BE PROVIDED ON FOAM . • -~ k"1rn. I. Fdf¥ 0pnmr i1IOimlllcwl •I Hime : I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I Phcnt: I I I I I I I I I I I I I StalUI °' D Mdr991 : I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I Owner.()pefat>r: City : I I I I I I I I I I I I I I I I I I I I I l I Sllll: Li...J ZJ P Code : I I I I I I . I I I I I II . FdtylSltll Locdon lntormatia'l . I I .. "' Fdty Loc:nd Cl1 D Harne : I I I I I I I I I I I I I I I I I I I I I I I I I I I I I ~ Lands ? (Y cr N) Mdr11Sa : I I I 1 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I " City : I I I I I I I I I I I I I I I I I I I I I I I I Siata : LW Zl P Code : I I I I I . I I I I I I lJlll1ude : I I I I I I I L.MgltJde : I I I I I I I I Ouwa: ~ Section : Li..J Towr.ati p: I I I I I Range I I I I I 111. S/18 N;fMtf lnformallon I . I MS4~Narne : I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I Aeoet.Tig Wnlf 800)': I I I I I I I I I I I I I I I I I I I I I I I I I llYOAJ-~111~. en. km\ ll9f ""*-' P9rmll Number : I I I I I I I I I I Ne n.r. Ex•~ . D °'*1111aM 0.. (Y er N) 11 fle F~ Reqund ID Submtt MonlDmg ? (1, 2. er 3) D SIC or~ ~Code : Prinlry : I I I I I 2nd : I I I I I 3rd : I I I I I 0 1: I I I I I H Th ia F ~ 11 a Member of a~ ~ ., Group Applicat>otl : I I I I I H YOAJ H-.. Olt'9f Ex is ting NPOES I Ptmw•. en. Permit Numbell : I I I I I ' I I I I I I I I I I I I I I I I I I I I I I I . " .. IV . ACldl'°"8I ntotma11on Fleqund lor Cona~ ActvtMI Orif Pl'ojllcl ~ ~O..: Om: II tit S1Drm Wl'Jef PolAlon ~• 1110i 1 Plan I I I I I I I I EdmaMd NII ID bl I I In Comr:*m wll't 51-rd/or LOClll D I I I I I I Oilutled (In Aael): I I I I I Sediment Ind Eto&ion Plln? (Yer N) V. ~: I cerllty \nilr peratty of i.w flat t'lll dcx:umenl rel II lllachr.,. wn snper9d undlf mt dir9dlon er ~ In ~ wlltl a 1ys11m dlllgl*' ID __. flat qullilled PlrlCl'fl9I P'CS*1Y !Id* n ~ tit lnlonnalion IWnitlld. Baled on mt ~ ol "' peraon er PMOIW .to llW9QI ":::""'· er hlM PM01W dil9Ctly ~tar~ llDmdon, tit i40111!atl0i 1 aubmllMd la , ID Ill bell my~ rel bllel, tue. acxua. ~· I sn Min 1111 ....,. n ~I tar IUblT¥ning tMI i._mdon, Including Ill poulbility ol h ~ tor lnMirlg vtolallonl . . flmlNne : OD: I I I I I I I I I I I I I I I I I I I I J I I I I I I I I I I I I I I I I I ~: Federal Register/ Vol. 57,··No . 11s /Wedn esday; 'September 0.1002 /Notices 4134 1 APPENDIX 0-Notice of Termination and Instructions PIMM IM lnatntctJone Before CompleUng 1111a Form ·Fonn~ ....... --................... A EPA ..... -.......... -...... N"DD Wlll•9'1J1i.DC 20480 FORM 0 . Nolie. of Termination ~OT) of Coverage Under the NPDES ~n.!ral Penn tt tor Storm W8ter -Aaeoctated with lndultrtal ~-···• SubmllllCln °' .. Naloe dT•11• ..... ClllnllllAl9 nalloe .... ~ killeld In 8ec*:rl I°' ... bm .. no~ d10lbd ID~ mm.., ......., .ell lndl.Rtll ~ undlr .. NPDES .....,n. AU. NE ESSARY INFORMit.TION lofJST BE OED ON nus - • ;(;'.J-· \ '-· Lfllrd•N11 .... 1 . •I NPDEI lanl W.. I ' Q.m Hn I Val in No~ D alldtHnlt.SllomW.. D GlnWilll """* fUnber: I I I I I 1 · I I twep.M:Jf dt.~ Dllct*V' II ~ T"'"*-d: I. f.at¥~ •Mnidan . . Nll'nl : I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I Phone : I I I I I I I I I I I AddrW: I I I I I I I I I ·1 I I I I I I I I I I I I I I I I I I I I I I I -I I LLJ ZIPCodl : I . I ~ I I I I I I I I I I I I I I I I I I I I I ~ I I I I I I I I I at . ~ L.ocalcln •M••llllklft - Na'ne : I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I ~:I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I L.W ZIP Codi: i . I City: I I I I I I I I I I I I I I I I I I I I I I St*: I I I I I I I I I UllLdr. I I I I l..onglt..dl: I I I la...: Li_! 6dolt Ll ! I~: I I I I I I I I I T--..Np: I I I t J N . Cert6c:don: I ~ perw11y of.., till II mm Wllll!lr dllctWlges wac la.O .wi ~ dtltf from t. ldlnll"9d ~ twt n llllhcllbd by a N~ permit bMr'I ~or IWl I am..,~ t. cpermcr oft.~ or Cllll'lltl\don lhl. I 1rte'81Alrid t.I by MltllNllng HI Ho4lcl of T I n ro ~ &lhlrtmd ID cllcfWVI Moml Wllll!lr -iw!erd YWlll ....... ~under HI~ .J:::;.., hi~ In S1D1m..,.. M80dald _.,~~ID__.. d t. UnllMrd 6'.-11 ~ urdlr t. CMr\ W,_, ~ ·tie~ II noc ~ NPOE S '*"*-I .., irdrlllnd .... tle IUbm!ISll of .. NoClot °' T9"Tirdon «-noc ,..... ., cpe!1llOr trom ~ kit ""W>llliDnl °' .. permit or ca-, w .. Ad.. P!lnt Mime : I I : I I I I I : 0-: I I I I I I ! I I ~: IMWotoM lor Complellio No4lot of T~lllloll (N01) Fona -.111ey Ale 1 ..._ ef T• .. 1111*' (NOT),_ .._ ..... NOT,_ ,._._ ~ .. .....,mr -.9d \NW fil EPA..._. NllarW ~ .... Ha lllrlll 911 ........ ~ llddrtN: " Dlldw9e EMnlOn er-(NPDES) Genet.i ..... lllr ..,,,.. w.w Olttwrlee ADDdmd..., ~ ~'"" ..... Nl*t llfT""**lon SIDl!ll W., .... d ,.,,.....,,, (NOT) bTll """' ... lli£9llee .., ........ .,, 1111111 .... ..,..... r.o.ei.11es ...... ~~ ..... -...ci~ ....................... ~ ~VAt21Z2 ~R IZUll (111(14), or""911 fwr -no lar'O" .. ~If .... ....._ Far CDnM\ldlan ...... ~ d .. llDtlli..., ~ lllOdM9d c1-.11t1n1h'- WI.,,..._.~ -Wl*I ....,_, 11111• .. CIDlllWCllan1111 l'De ., ......, ............ ......., ........... ..,_.. .... -.... ,,,.."""'-.~"°""'"' .. ~--..., ...... '-~..,__.or .. M ~ •or1..,.opi.. .... ,or hill 9'llrl'll .... -'ldw.-~111 llW\a. ~•--r111-r..., _..,..,...._._..~ ............ .,.,. .. ~ ...... .. .....,., .. ~ llcM.s lllr-'111111!\. u.. ...,_..,.. lllr ....... .... ~ 'f aN'OEI ..... "°"'* ........... ......, ~ ~--. Illa 11111 lllr p.rQ.9llofl llWQ .,..... twr .. MeCllCI Ill_.,, Flrllllll!l:JllZlllla -..... ~ ~ ......... '*" )'OU'.....,.... ',.., ... ..,, ~ lbCllA Ha IDrm, -.... Qolm w.w ~ .......... ....._. ......... ~-.-i1....,llfl'V%ll ...... (703) IZl-4823. .. _ lllr.....,.. __ .,,.. __ llOI ___ ....-111ucane .. _,~.or eq.MMrl,..,,...,. .-...UI _,,...(Mt!• .. -· ._.... ....... ..,. ~ ... ......, lfl1lllllr9d. P\.lAR eu ~or THll l'Oftll "°" PURnCJt INS11'UCnONa APPENDIX I Figure XII-1 Application Form Development Permit For Areas Outside Flood Hazard Areas City of College Station, Texas (re: Ordinance No. ) ~Site Legal Description: Tract Al, Ponderosa Place Section II Site Address: Longmire Drive between Pinion Drive and Rock Prairie Rd Located in: Bee Creek (Trib A) Owner: John Godfrey Architect/ Engineer: Urban Design Group Contractor: Address: Telephone 1850 Greenfield Plaza, Bryan, 77802 No.: 774-4528 Address: P.O. Box 10153 C.S. Tx 77842 Telephone No.: 696-9653 Address: Telephone No.: Date Application Filed: Sept. 21, 1994Approved: Application is hereby made for the following development: ConStrJ.1ction Of 5000 Sf building and asscx;jated parJdng Jot ;:mn nriVP entrance for a day care ceoter on previously platted C-2 Jot. Attached as part of this application: Application Fee x Drainage Plan with supporting documentation: two copies of each ----=--Other: ACKNOWLEDGEMENTS: I , _JQhn Godfrey , as owner, hereby acknowledge or affirm that: The above Drainage Plan and supporting documents complies with the requirements of Ordinance No. Owner Date 98 " •I R-4976-7 Series Type A and B · Cast Iron Areaway Gratings Medium Duty For use over win dow wells providing maximum light transmiuion . Also suitable for use as ventilating and shaft gratings . Specify: 1. Catalog number . 2. Type A or Type 8 design. 'I/ lliJ/Jl/11111 J f JI,. --------- Illustrating R-4976 IUILOIN G · Type A with lip to set on top of areaway wall . Catalog No . Half Round R-4976-1 R-4976-2 R-4976 -3 R-4976-4 Rectan ular Type 8 to set in recess of areaway wall. Dimensions in inches A B Openin gs Ba rs 12x24 · 1 1 J4 J4 ' 15x.3 We 1 1 J4 Y2 20x40 1 J4 1 J4 5/16 24x48 ·: 1 v. rn 5/16 ---i(t> R-4977· 1 -:. :;: " 12x24 · ·• • t..~t-Vn', .. 15>130 .,,-...;, .;- J4 J4 Illustrating R-4977 226 _/ ---- R-4977-2 R-4977 -3 R-4977-4 . ::-.·, R-4977-5 ~. "i'· 20x40 ·~:; · . 24x48 -::· ~-• 30X60 "''-'' . 5 16 5/16 5 16 Note: On Type A, grate size exceeds dimension "A" by 1 VJ'' on all except wall side. On Type 8, grate is 1 " wider and 2 " longer than dimension "A". ............. rLm Urban Design Group February 17 , 1995 Veronica Morgan Assistant City Engineer City of College Station P .O . Box 9960 College Station, TX 77842-9960 Dear Veronica : 2 ~gg5 Attached are the calculated head loss of existing and proposed water lines in the vicinity of the Ponderosa Place Subdivision . Since the Education Station is being fed by an 8" off of a 24 ", there seems to be more residual pressure than the required minimum . Please call if there are any questions . Sincerely, p~~ Deborah L. Keating, P .E . Partner, Urban Design Group DLK:plp cc : Mike Jones , Godfrey Development P o s t 0 ff i c e B o x 1 0 1 5 3 • C o 11 e g e S t a t i o n, T e x a s 7 7 8 4 2 • 4 0 9 • 6 9 6 . 9 6 5 3 .. ex . 12• INE l . A B c D E x Q) FH N-28 FH N-30 SIZE (in 8' 8' 8' 8' 6' x a.> ex. 6' FLOW ( cfs 3. 48 3. 03 3. 03 2. 97 2. 97 ex . 12' prop FH fire de11and 1268 gpm nor1al de1and 65 gpm ..... LENGTH (ft) 380 . 11 66 214 . 4 180 . 7 240 FH N-31 I.LI z _, Static pressure 82 ps i flow pressure 18 psi flow 2296 gp11 resld pressure 18 psi s 0. 349 0. 349 0. 349 0. 349 0. 196 ( -) 0. 167 0. 167 0. 167 0. 167 0. 125 static pressure -major loss - 84 psi -23 psi -3. 46 psi 57 . 5 psi > 20 psi required elev c. 0 <- Q. LINE D 180. 7' prop . 8' ID >< I.LI Q) z lo _, <D ex . 6' LINE A >< a.> 380 . 1' ex. 8' H loss FH N-32 Static pressure 84 psi flow pressure 40 psi flow 3423 gpm resld pressure 36 psi • HESTER ENGINEERING COMPANY CIVIL ENGINEERING SERVICES 7607 EASTMARK DRIVE, SUITE 253-B COLLEGE STATION, TEXAS 77840 (409)693-1100 jx:(409)693-1075 December 8, 1995 Shirley Volk , Development Coordinator College Station, Planning Division P. 0. Box 9960 College Station, TX 77842 Re: LONG MIRE DRIVE EDUCATION CENTER LONGMIRE DRIVE, COLLEGE STATION, TX PREDEVELOPMENT MEETING SCHEDULE Dear SHIRLEY, I have been contacted by Wallace Phillips, W. S. Construct ion, Inc . (409)693-7830 to obtain a Development Permit for a propo s e d educ ation center in the 2700 block of Longmire Drive. The site will inc lude a 4,960 square foot building, parking and associ ate d infrastructure. Find attached numerous drawings showing the loca tion of the site, topographical, property and utility information a n d a conceptual plan. At your earliest convenience please schedul e a predevelopment meeting for the referenced project. TOPICS FOR DISCUSSION: ZONING/REZONING: ? If required what is the deadline schedule? PLATTING, The tract consists of three lots and will be replatted into one lot. What is the deadline schedule? STREET ADDRESS: ? ACCESS: The building will be approx imately 4960 square feet with a cano p y in the front and a circular d riveway, (see conceptual plan). LANDSCAPING/STREETSCAPE: ? DRAINAGE: ? If you have any questions please contact me. Sincerely, Key Map Existing Conditions Conceptual Plan Plat Topographical Map Utility Maps; water & sewer Copies To: Wallace Phillips, W.S. Phillips Construction, Inc. I N ~ futf>-\~u;, ?~4{Po " SCA LE : -"" 1"=100' ~ . . t.xtST~ GnolTtcon.S WALLACE PHILL!P 5 DAY CARE Fl1CIL!TY LON6!1/RE DRAIE) COLLEGE 5T 11TION) TX ~ SCALE : -"" 1" -100· ~ EXISTING DRAINAGE CHANNEL\ ----------------- CL BEE CREE K 15' S ETBACKL~ ------ ----------)> 35o· 70' DRAINAGE & UTILITY EASEMENT PROP . GAS PROP . ELEC ¥. r TCA. GTE --=--_ -_..--:-.-=.-:-:--_--:-.~L-- - C-N ZONING SETBACK LINE 7 LONGMIRE DRIVE 48' 8-8 COLLECTOR 115 116 EXISTING BUILDINGS 62.0 4960 S.f. FH EXISTING DRIVE APARTMENT CO MPLE X '\ UTILITY & ACCESS EASEMENT CONCEPTUAL PLAN L-ON6t1 /KE DK, EDUC!ri/ION CENTER LON6H/RE DR'!VEJ COLLEGE 5TltT/ONJ TX ~[R1~~~[R1~[Q) lF©lR1:: Wc~c ~[}{]0[1=11,0~~ ©©INJ~U c OINJ©c «~@®»®®~= '?®~@ ~lR1~~~[R1~[Q) lIDW~ (}{]~~u~lR1 ~INl®OINl~~lR101Nl® ©©lMJ~~INJ W '?®©'? ~~~ulMJ ~[R1~ IT:»[R1 0 W~5J ~QlJuO~ ~~~=~ ©©°=°=~®~ ~tr~ uO©INl5J ~ n~© «~®»®®~=ll ll@@ ~~«~@®»®®~=ll@'?~ I() '7 /()8 /()7 /()6 I'() /()5 \() /()4 ~ 00 Cl' t\J ':j-~ t\j t\J .......: °' ~ (\j l() \() ~ '1-\0 ........ ........ ........ ........ . l. -~ ~ .f5 2 \0 75.0 ..90. 75.0 ...s>c:;1o 75.0 ..90· 75.0 ..90 • 75.0 3fo.42 ~ N41·01' 36/'W 7o 'Drainage, tlfilify 9 Acc~ss R.O. W l I ~o 50.0 ~ • .50 0 ..s>0 50. 0 0 -%,0 50. 0 J) 50.0 o. 115 ~ °' 117 ~ 118 ~ 119 e:2_ --- / Dr'" CL -----. ---------------------- nse \J egetoti 9 I )( I - l LDCK 15 J ~LA ZA J f!-025 ! r I R !/~[-.. -.·_, r ~ /fl! ', / OJ 2903 : 290 -~- . . )0 PLAZA 7 / c :\winword\ppdcdipldoc DAY CARE CENTER DRAINAGE REPORT Prepared By : Urban Design Group P .O . Box 10153 College Station, Texas 77840 Prepared For: Godfrey Development 1950 Greenfield Plaza Bryan, Texas 77802 TABLE OF CONTENTS I. Certification II . General Location and Description III . Drainage Basins and Subasins IV. Drainage Design Criteria V . Drainage Facility Design VI . Conclusions Exhibit 1 Exhibit 2 Appendix A AppendixB Appendix C AppendixD AppendixE Location Map Drainage Area Map Runoff Calculations (Hydrographs) Proposed Pond (Routed Hydrographs) Proposed Outlet Structure NPDES Permit Application Development Permit Application c :\winword\ppdcdi]ltdoc L CERTIFICATION I hereby certify tha t this report for the drainage design of Ponderosa Place Section II (for the Education Station site plan), was prepared by me in accordance with the provisions of the City of College Station Drainage Policy and Design Standards for the owners thereof. Registered Professional Engineer State of Texas No . 68243 c:\winword\ppdcdrpt.doc I• IL GENERAL LOCATION AND DESCRIPTION A. Location This project is located on Longmire Drive between Rock Prairie Road and Ponderosa The location map, Exhibit A, shows the limits of the project. No public streets are proposed within the site plan; however, a plat for this site is proposed to follow shortly. The plat shows the location of a proposed street in place of the private drive shown on the site plan . The site plan shows a 28' private drive to the limits of the site plan and a proposed future cul-de-sac. The primary drainage system is Bee Creek, tributary A. Surrounding developments include the ARC (to the Northwest), RayMart (to the Northeast), and Tracts Al, B, and E of Ponderosa Place II, all of which are currently undeveloped . B. Description of Property The acreage of the site proposed for development at this time is approximately one acre. The acreage of the upcoming plat is 4 .58 acres . The land cover is primarily grass cover with numerous large li ve oaks . No primary drainage way is near or adjacent to the project. The main channel of Bee Creek is the nearest primary drainage way . Runoff from the proposed development will be transported to Longmire Drive via a proposed box structure . Runoff will then (as currently) travel to the main channel of Bee Creek via existing street gutters. The project consists of the construction of a 5000 sf commercial building, private access drive , parking lot, associated sidewalks, proposed detention area , and private water and sanitary sewer service lines . With this site plan, no public infrastructure is proposed . However, a final plat for the remainder of this property is underway , and there are public infrastructure components associated with it. IIL DRAINAGE BASINS AND SUB-BASINS A. Primary Basin Description As stated previously in this report , the primary drainage basin is the Bee Creek basin which is located within the Carter Creek Watershed. Although the drainage ordinance has minimum floor elevation requirements for this primary basin, above the 100 year floodplain, there is no floodplain near or within the limits of this site . The proposed building is situated on an existing ridge with in the site, therefore eliminating any drainage problems of offsite flows to the site . c:\winword\ppdcdrpt.doc BRAZO S VALLEY MED I CAL crnrrn PR OJ ECT S I -.,-{:"° I I L- VICINITY MAP Exhibit 1 Location Map I• B. Secondary Drainage Basin Description The proposed development will utilitize the existing street as secondary pathways to the primary drainage system . There are no additional flows proposed for the street, as detention will be provided onsite to restrict the runoff flows to their pre-developed rate . IV. Drainage Design Criteria A. Regulations To our knowledge , no deviations from the optional criteria listed in the Drainage Policy and Design Standards were used for any calculations within this study. B. Development Criteria Reference and Constraints For the site plan proposed, the detention requirements have been designed for the Education Station improvements. Further development, as proposed on the future plat, should meet individual detention\drainage requirements . However, no drainage improvements proposed with this site plan prohibit the construction of a multi-site or regional facility for the remaining lots . C. Hydrologic Criteria A 10 year design storm was used to size the inlets and storm sewer pipes . The Rational Method was used to calculate the runoff volumes . Detention discharges and storage calculations are provided . The time of concentration values were calculated using velocities determined from Table III of the Drainage Policy and Design Standards. D. Hydraulic Criteria The hydraulic calculations in this report include results shown in Appendix C for the outflow structure. The results of the routing of developed hydrographs through the pond are shown in Appendix B . Hydraulic criteria used on this project include a manning's "n" value of .012 and a slope of .07% for the complete outflow channel. The specification for the 12"x24" Neenah Cast Iron Grate is also provided in Appendix C. Proposed Outlet Structure We have specified a 12"x24" Neenah Grate Inlet for the outlet structure of the pond. The opening area capacity is reduced by 50%; therefore , the length and width of the printout reflects the true area opening, 12"xl2" (equivalent to half the area of 12"x24"). The outflow channel has been sized to accommodate up to the 100 year flows exiting the pond. The calculations for the width of the outflow channel are shown in Appendix C. Using a design slope of 0 . 7% the proposed structure will carry the pre-developed 10 .0 cfs . The structure is of adequate width to accommodate the flow . c :\winword\ppdcdrpt.doc V. DRAINAGE FACILITY DESIGN A. General concept In designing the drainage facilities for this site , the total development of this tract was considered. Because the site is located on a ridge , there are no off site flows to the site. Detention for the site plan has been designed to accomodate the construction of the proposed learning center, its parking lot and any associated appurtenances. VL CONCLUSIONS Based upon the results of the routed hydro graphs through the proposed detention pond, the site has been designed in accordance with the city's drainage policy and design standards, limiting the post- development flows to the pre-development flows. The proposed outlet structures and site slopes of the pond have been designed to meet the criteria in the ordinance. The construction of the building, parking lot, and detention area should not cause any adverse impact to existing city infrastucture or adjacent properties. c :lwinword\ppdcdrpt.doc SUB-BASIN A B c D E A&B C&D SUB-BASIN A B c D E A&B C&D SUB-BASIN A&B a:\ win\ppdcdrpt. xis 2YR (cfs) 4 .60 0 .80 2.20 0 .80 4.30 5 .10 2 .80 2YR 7 .80 1 .50 3 .70 1.40 7.20 8.60 4 .70 2YR (cfs) 2.49 EXISITING 10YR 25YR 50YR (cfs) (cfs) (cfs) 10.00 12.80 14.70 1 .80 2 .20 2.60 4 .70 6.00 6.90 1 .80 2 .20 2.60 9 .30 11 .80 13.60 11.10 14.00 16.10 6 .00 7.60 8.80 DEVELOPED 10YR 25YR 50YR 13.20 15.80 17.60 2.40 2 .90 3 .20 6.20 7.40 8 .30 2.30 2 .80 3.10 12.20 14.60 16.30 14.10 17 .30 18.90 7 .70 9.40 10.30 ROUTED THROUGH POND 10YR (cfs) 5 .56 25YR (cfs) 7.33 50YR (cfs ) 7 .75 100YR (cfs) 17.00 3 .10 8.00 3 .00 1 5 .70 18.50 10.00 100YR 19.90 3 .60 9.40 3 .50 18.40 21 .70 11 .50 100YR (cfs) 9 .70 APPENDIX A •I File Name -ponderosa Proj. Leader debbie Client godfrey develop Misc. Note -existing runoff Date 09/07/94 Job 94-314 14 Type SCS Desc. EXISTING C+D (2 YR) Area 1.1 ac. Time of Concent. 10 min. Freq. 2.0 yrs CN 75 Len 24 hrs Precip. 4.50 Storm Dist Type II Time hr:min 10:59 11:02 11:05 11:08 11:11 11:14 11:17 11:20 11:23 11:26 11:29 11:32 11:35 11:38 11:41 11:44 11:47 11:50 11:53 11:56 11:59 12:02 12:05 12:08 12:11 12:14 12:17 12:20 12:23 12:26 12:29 12:32 12:35 12:38 12:41 12:44 12:47 12:50 12:53 12:56 Flow cfs 0.0 0.0 o.o 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.4 0.5 0.7 0.9 1.4 2.0 2.5 2.8 2.8 2~ 1. 6 1.1 0.8 0.7 0.6 0.5 0.4 0.4 0.4 0.4 0.3 0.3 0.3 0.3 0.3 0.3 Time hr:min 12:59 13:02 13:05 13:08 13:11 13:14 13:17 13:20 13:23 13:26 13:29 13:32 13:35 13:38 13:41 13:44 13:47 13:50 13:53 13:56 13:59 14:02 14:05 14:08 14:11 14:14 14:17 14:20 14:23 14:26 14:29 14:32 14:35 14:38 14:41 14:44 14:47 14:50 14:53 14:56 Volume of runoff = Flow cfs 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.2 0.2 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.17 ac. ft~ Time hr:min 14:59 15:02 15:05 15:08 15:11 15:14 15:17 15:20 15:23 15:26 15:29 15:32 15:35 15:38 15:41 15:44 15:47 15:50 15:53 15:56 15:59 16:02 16:05 16:08 16:11 16:14 16:17 16:20 16:23 16:26 16:29 16:32 16:35 16:38 16:41 16:44 16:47 16:50 16:53 16:56 Flow cfs 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 Time hr:min 16:59 17:02 17:05 17:08 17:11 17:14 17:17 17:20 17:23 17:26 17:29 17:32 17:35 17:38 17:41 17:44 17:47 17:50 17:53 17:56 17:59 18:02 18:05 18:08 18:11 18:14 18:17 18:20 18:23 18:26 18:29 18:32 18:35 18:38 18:41 18:44 18:47 18:50 18:53 18:56 Flow cf s 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 Depth of runoff= 1.79 in. File Name -ponderosa Proj. Leader debbie Client godfrey develop Misc. Note -existing runoff Date 09/07/94 Job 94-314 --------------------------------------------------------------------------------15 Type SCS Desc. DEVELOPED C+D (2 YR) Area 1.1 ac. Time of Concent. 10 min. Freq. 2.0 yrs CN 94 Len 24 hrs Precip. 4.50 Storm Dist Type II Time hr:min 8:01 8:06 8:11 8:16 8:21 8:26 8:31 8:36 8:41 8:46 8:51 8:56 9:01 9:06 9:11 9:16 9:21 9:26 9:31 9:36 9:41 9:46 9:51 Flow cf s 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 Time hr:min 9:56 10:01 10:06 10:11 10:16 10:21 10:26 10:31 10:36 10:41 10:46 10:51 10:56 11:01 11:06 11:11 11:16 11:21 11:26 11:31 11:36 11:41 11:46 Volume of runoff = Flow cf s 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.4 0.4 0.4 0.7 1. 3 1. 8 0.28 ac. ft. Time hr:min 11:51 11:56 12:01 12:06 12:11 12:16 12:21 12:26 12:31 12:36 12:41 12:46 12:51 12:56 13:01 13:06 13:11 13:16 13:21 13:26 13:31 13:36 13:41 Flow cf s 2.7 4.0 4.7 4.0 2.4 1.4 0.9 0.7 0.6 0.5 0.4 0.4 0.4 0.4 0.4 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 Time hr:min 13:46 13:51 13:56 14:01 14:06 14:11 14:16 14:21 14:26 14:31 14:36 14:41 14:46 14:51 14:56 15:01 15:06 15:11 15:16 15:21 15:26 15:31 15:36 Flow cf s 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.2 0.1 0.1 0.1 0.0 0.1 0.0 0.1 0.0 o.o 0.0 Depth of runoff = 3.05 in. File Name -ponderosa Proj. Leader debbie Client godfrey develop Misc. Note -existing runoff Date 09/07/94 Job 94-314 1 Type SCS Desc. existing area A Area 1.7 ac. Time of Concent. 10 min. Storm Dist Type II Time hr:min 9:23 9:26 9:29 9:32 9:35 9:38 9:41 9:44 9:47 9:50 9:53 9:56 9:59 10:02 10:05 10:08 10:11 10:14 10:17 10:20 10:23 10:26 10:29 10:32 10:35 10:38 10:41 10:44 10:47 10:50 10:53 10:56 10:59 11:02 11:05 11:08 11:11 11:14 11:17 11:20 11:23 11:26 11:29 11:32 11: 35 Flow cf s 0.0 0.0 o.o 0.0 o.o 0.0 0.0 0.0 0.0 0.0 0.0 o.o 0.0 0.0 0.0 o.o 0.0 0.0 0.0 0.0 o.o 0.0 o.o 0.0 o.o 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.2 0.2 0.2 0.3 Time hr:min 11:38 11:41 11:44 11:47 11:50 11:53 11:56 11:59 12:02 12:05 12:08 12:11 12:14 12:17 12:20 12:23 12:26 12:29 12:32 12:35 12:38 12:41 12:44 12:47 12:50 12:53 12:56 12:59 13:02 13:05 13:08 13:11 13:14 13:17 13:20 13:23 13:26 13:29 13:32 13:35 13:38 13:41 13:44 13:47 13:50 Flow cf s 0.5 0.7 1. 0 1.1 1.4 2.2 3.2 4.0 4.5 4. 6 ) 3.7 2.4 1. 6 1. 3 1.1 0.9 0.8 0.7 0.6 0.6 0.6 0.5 0.5 0.5 0.5 0.5 0.4 0.4 0.4 0.4 0.4 0.4 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.2 Time hr:min 13:53 13:56 13:59 14:02 14:05 14:08 14:11 14:14 14:17 14:20 14:23 14:26 14:29 14:32 14:35 14:38 14:41 14:44 14:47 14:50 14:53 14:56 14:59 15:02 15:05 15:08 15:11 15:14 15:17 15:20 15:23 15:26 15:29 15:32 15:35 15:38 15:41 15:44 15:47 15:50 15:53 15:56 15:59 16:02 16:05 Freq. 2.0 yrs CN 75 Len 24 hrs Precip. 4.50 Flow cf s 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 Time hr:min 16:08 16:11 16:14 16:17 16:20 16:23 16:26 16:29 16:32 16:35 16:38 16:41 16:44 16:47 16:50 16:53 16:56 16:59 17:02 17:05 17:08 17:11 17:14 17:17 17:20 17:23 17:26 17:29 17:32 17:35 17:38 17:41 17:44 17:47 17:50 17:53 17:56 17:59 18:02 18:05 18:08 18:11 18:14 18:17 18:20 Continued on next page Flow cf s 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 Continued from previous page 18:23 0.1 19:08 0.1 19:53 0.1 20:38 0.1 18:26 0.1 19:11 0.1 19:56 0.1 20:41 0.1 18:29 0.1 19:14 0.1 19:59 0.1 20:44 0.1 18:32 0.1 19:17 0.1 20:02 0.1 20:47 0.1 18:35 0.1 19:20 0.1 20:05 0.1 20:50 0.1 18:38 0.1 19:23 0.1 20:08 0.1 20:53 0.1 18:41 0.1 19:26 0.1 20:11 0.1 20:56 0.1 18:44 0.1 19:29 0.1 20:14 0.1 20:59 0.1 18:47 0.1 19:32 0.1 20:17 0.1 21:02 0.1 18:50 0.1 19:35 0.1 20:20 0.1 21:05 0.1 18:53 0.1 19:38 0.1 20:23 0.1 21:08 0.1 18:56 0.1 19:41 0.1 20:26 0.1 21:11 0.1 18:59 0.1 19:44 0.1 20:29 0.1 21:14 0.0 19:02 0.1 19:47 0.1 20:32 0.1 21:17 o.o 19:05 0.1 19:50 0.1 20:35 0.1 21:20 o.o Volume of runoff = 0.29 ac. ft. Depth of runoff = 2.03 in. File Name -ponderosa Proj. Leader debbie Client godfrey develop Misc. Note -existing runoff Date 09/07/94 Job 94-314 2 Type scs Desc. existing area B Area 0.3 ac. Time of Concent. 10 min. Storm Dist Type II Time hr:min 9:23 9:26 9:29 9:32 9:35 9:38 9:41 9:44 9:47 9:50 9:53 9:56 9:59 10:02 10:05 10:08 10:11 10:14 10:17 10:20 10:23 10:26 Volume Flow cf s 0.0 o.o 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 o.o 0.0 0.0 of runoff Time hr:min 10:29 10:32 10:35 10:38 10:41 10:44 10:47 10:50 10:53 10:56 10:59 11:02 11:05 11:08 11:11 11:14 11:17 11:20 11:23 11:26 11:29 11:32 = 0.04 Flow cf s 0.0 0.0 o.o 0.0 0.0 0.0 o.o o.o 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 ac. ft. Time hr:min 11:35 11:38 11:41 11:44 11:47 11:50 11:53 11:56 11:59 12:02 12:05 12:08 12:11 12:14 12:17 12:20 12:23 12:26 12:29 12:32 12:35 12:38 Depth Freq. 2.0 yrs CN 75 Len 24 hrs Precip. 4.50 Flow cf s 0.0 0.1 0.1 0.2 0.2 0.2 0.4 0.6 0.7 0.8 0.8 0.7 0.4 0.3 0.2 0.2 0.2 0.1 0.1 0.1 0.1 0.1 of runoff Time hr:min 12: 41 12:44 12:47 12:50 12:53 12:56 12:59 13:02 13:05 13:08 13:11 13:14 13:17 13:20 13:23 13:26 13:29 13:32 13:35 13:38 13:41 13:44 = 1. 38 Flow cf s 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.0 0.0 in. File Name -ponderosa Proj. Leader debbie Client godfrey develop Misc. Note -existing runoff Date 09/07/94 Job 94-314 3 Type SCS Desc. existing area C Area 0.8 ac. Time of Concent. 10 min. storm Dist Type II Time hr:min 9:23 9:26 9:29 9:32 9:35 9:38 9:41 9:44 9:47 9:50 9:53 9:56 9:59 10:02 10:05 10:08 10:11 10:14 10:17 10:20 10:23 10:26 10:29 10:32 10:35 10:38 10:41 10:44 10:47 10:50 10:53 10:56 10:59 11:02 11:05 11:08 11:11 11:14 11:17 11:20 11:23 11:26 11:29 11:32 11:35 Flow cf s 0.0 0.0 o.o 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 o.o 0.0 0.0 0.0 o.o 0.0 o.o 0.0 o.o 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 Time hr:min 11:38 11:41 11:44 11:47 11:50 11:53 11:56 11:59 12:02 12:05 12:08 12:11 12:14 12:17 12:20 12:23 12:26 12:29 12:32 12:35 12:38 12:41 12:44 12:47 12:50 12:53 12:56 12:59 13:02 13:05 13:08 13:11 13:14 13:17 13:20 13:23 13:26 13:29 13:32 13:35 13:38 13:41 13:44 13:47 13:50 Flow cf s 0.2 0.3 0.4 0.5 0.6 1. 0 1. 5 1. 9 2.1 2.2 1. 7 1.1 0.8 0.6 0.5 0.4 0.4 0.3 0.3 0.3 0.3 0.3 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 Time hr:min 13:53 13:56 13:59 14:02 14:05 14:08 14:11 14:14 14:17 14:20 14:23 14:26 14:29 14:32 14:35 14:38 14:41 14:44 14:47 14:50 14:53 14:56 14:59 15:02 15:05 15:08 15:11 15:14 15:17 15:20 15:23 15:26 15:29 15:32 15:35 15:38 15:41 15:44 15:47 15:50 15:53 15:56 15:59 16:02 16:05 Freq. 2.0 yrs CN 75 Len 24 hrs Precip. 4.50 Flow cf s 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 Time hr:min 16:08 16:11 16:14 16:17 16:20 16:23 16:26 16:29 16:32 16:35 16:38 16:41 16:44 16:47 16:50 16:53 16:56 16:59 17:02 17:05 17:08 17:11 17:14 17:17 17:20 17:23 17:26 17:29 17:32 17:35 17:38 17:41 17:44 17:47 17:50 17:53 17:56 17:59 18:02 18:05 18:08 18:11 18:14 18:17 18:20 Continued on next page Flow cf s 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 Continued from previous page 18:23 0.1 18:35 0.1 18:47 0.1 18:59 0.1 18:26 0.1 18:38 0.1 18:50 0.1 19:02 0.0 18:29 0.1 18:41 0.1 18:53 0.1 19:05 0.0 18:32 0.1 18:44 0.1 18:56 0.1 19:08 0.0 Volume of runoff = 0.14 ac. ft. Depth of runoff = 2.01 in. File Name -ponderosa Proj. Leader debbie Client godfrey develop Misc. Note -existing runoff Date 09/07/94 Job 94-314 4 Type scs Desc. existing area D Area 0.3 ac. Time of Concent. 10 min. Storm Dist Type II Time hr:min 9:23 9:26 9:29 9:32 9:35 9:38 9:41 9:44 9:47 9:50 9:53 9:56 9:59 10:02 10:05 10:08 10:11 10:14 10:17 10:20 10:23 10:26 Volume Flow cf s 0.0 0.0 o.o 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 of runoff Time hr:min 10:29 10:32 10:35 10:38 10:41 10:44 10:47 10:50 10:53 10:56 10:59 11:02 11:05 11:08 11:11 11:14 11:17 11:20 11:23 11:26 11:29 11:32 = 0.03 Flow cfs 0.0 0.0 o.o 0.0 0.0 0.0 0.0 0.0 o.o 0.0 o.o o.o 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 ac. ft. Time hr:min 11:35 11:38 11:41 11:44 11:47 11:50 11:53 11:56 11:59 12:02 12:05 12:08 12:11 12:14 12:17 12:20 12:23 12:26 12:29 12:32 12:35 12:38 Depth Freq. 2.0 yrs CN 75 Len 24 hrs Precip. 4.50 Flow cf s 0.0 0.1 0.1 0.2 0.2 0.2 0.4 0.6 0.7 0.8 0.8 0.6 0.4 0.3 0.2 0.2 0.2 0.1 0.1 0.1 0.1 0.1 of runoff Time hr:min 12:41 12:44 12:47 12:50 12:53 12:56 12:59 13:02 13:05 13:08 13:11 13:14 13:17 13:20 13:23 13:26 13:29 13:32 13:35 13:38 13:41 13:44 = 1. 39 Flow cf s 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 o.o o.o 0.0 in. File Name -ponderosa Proj. Leader debbie Client godfrey develop Misc. Note -existing runoff Date 09/07/94 Job 94-314 5 Type SCS Desc. existing area E Area 1.6 ac. Time of Concent. 10 min. Storm Dist Type II Time hr:min 9:23 9:26 9:29 9:32 9:35 9:38 9:41 9:44 9:47 9:50 9:53 9:56 9:59 10:02 10:05 10:08 10:11 10:14 10:17 10:20 10:23 10:26 10:29 10:32 10:35 10:38 10:41 10:44 10:47 10:50 10:53 10:56 10:59 11:02 11:05 11:08 11:11 11:14 11:17 11:20 11:23 11:26 11:29 11:32 11:35 Flow cf s 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 o.o 0.0 o.o 0.0 0.0 0.0 0.0 o.o 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.2 0.2 0.2 Time hr:min 11:38 11:41 11:44 11:47 11:50 11:53 11:56 11:59 12:02 12:05 12:08 12:11 12:14 12:17 12:20 12:23 12:26 12:29 12:32 12:35 12:38 12:41 12:44 12:47 12:50 12:53 12:56 12:59 13:02 13:05 13:08 13:11 13:14 13:17 13:20 13:23 13:26 13:29 13:32 13:35 13:38 13:41 13:44 13:47 13:50 Flow cf s 0.4 0.7 0.9 1. 0 1. 3 2.0 2.9 3.7 4.2 i.:..l...:. 3.4 2.2 1. 5 1. 2 1. 0 0.8 0.7 0.6 0.6 0.6 0.5 0.5 0.5 0.5 0.5 0.4 0.4 0.4 0.4 0.4 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.2 0.2 0.2 0.2 Time hr:min 13:53 13:56 13:59 14:02 14:05 14:08 14:11 14:14 14:17 14:20 14:23 14:26 14:29 14:32 14:35 14:38 14:41 14:44 14:47 14:50 14:53 14:56 14:59 15:02 15:05 15:08 15:11 15:14 15:17 15:20 15:23 15:26 15:29 15:32 15:35 15:38 15:41 15:44 15:47 15:50 15:53 15:56 15:59 16:02 16:05 Freq. 2.0 yrs CN 75 Len 24 hrs Precip. 4.50 Flow cf s 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 Time hr:min 16:08 16:11 16:14 16:17 16:20 16:23 16:26 16:29 16:32 16:35 16:38 16:41 16:44 16:47 16:50 16:53 16:56 16:59 17:02 17:05 17:08 17:11 17:14 17:17 17:20 17:23 17:26 17:29 17:32 17:35 17:38 17:41 17:44 17:47 17:50 17:53 17:56 17:59 18:02 18:05 18:08 18:11 18:14 18:17 18:20 Continued on next page Flow cf s 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 Continued from previous page 18:23 0.1 19:05 0.1 19:47 0.1 20:29 0.1 18:26 0.1 19:08 0.1 19:50 0.1 20:32 0.1 18:29 0.1 19:11 0.1 19:53 0.1 20:35 0.1 18:32 0.1 19:14 0.1 19:56 0.1 20:38 0.1 18:35 0.1 19:17 0.1 19:59 0.1 20:41 0.1 18:38 0.1 19:20 0.1 20:02 0.1 20:44 0.1 18:41 0.1 19:23 0.1 20:05 0.1 20:47 0.1 18:44 0.1 19:26 0.1 20:08 0.1 20:50 0.1 18:47 0.1 19:29 0.1 20:11 0.1 20:53 0.1 18:50 0.1 19:32 0.1 20:14 0.1 20:56 0.1 18:53 0.1 19:35 0.1 20:17 0.1 20:59 0.1 18:56 0.1 19:38 0.1 20:20 0.1 21:02 0.0 18:59 0.1 19:41 0.1 20:23 0.1 21:05 0.0 19:02 0.1 19:44 0.1 20:26 0.1 21:08 0.0 Volume of runoff = 0.27 ac. ft. Depth of runoff = 2.03 in. File Name -ponderosa Proj. Leader debbie Client godfrey develop Misc. Note -existing runoff Date 09/07/94 Job 94-314 6 Type SCS Desc. developed area A Area 1.7 ac. Time of Concent. 10 min. · Storm Dist Type II Time hr:min 3:06 3:09 3:12 3:15 3:18 3:21 3:24 3:27 3:30 3:33 3:36 3:39 3:42 3:45 3:48 3:51 3:54 3:57 4:00 4:03 4:06 4:09 4:12 4:15 4:18 4:21 4:24 4:27 4:30 4:33 4:36 4:39 4:42 4:45 4:48 4:51 4:54 4:57 5:00 5:03 5:06 5:09 5:12 5:15 5:18 Flow cf s 0.0 o.o 0.0 0.0 0.0 0.0 o.o 0.0 o.o 0.0 0.0 o.o o.o 0.0 o.o 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 o.o 0.0 0.0 0.0 0.0 o.o 0.0 0.0 0.0 0.0 o.o 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Time hr:min 5:21 5:24 5:27 5:30 5:33 5: 36 5:39 5:42 5:45 5:48 5:51 5:54 5:57 6:00 6:03 6:06 6:09 6:12 6:15 6:18 6:21 6:24 6:27 6:30 6:33 6:36 6:39 6:42 6:45 6:48 6:51 6:54 6:57 7:00 7:03 7:06 7:09 7:12 7:15 7:18 7:21 7:24 7:27 7:30 7:33 Flow cf s o.o o.o 0.0 o.o 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 Time hr:min 7:36 7:39 7:42 7:45 7:48 7:51 7:54 7:57 8:00 8:03 8:06 8:09 8:12 8:15 8:18 8:21 8:24 8:27 8:30 8:33 8:36 8:39 8:42 8:45 8:48 8:51 8:54 8:57 9:00 9:03 9:06 9:09 9:12 9:15 9:18 9:21 9:24 9:27 9:30 9:33 9:36 9:39 9:42 9:45 9:48 Freq. 2.0 yrs CN 94 Len 24 hrs Precip. 4.50 Flow cf s 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 Time hr:min 9:51 9:54 9:57 10:00 10:03 10:06 10:09 10:12 10:15 10:18 10:21 10:24 10:27 10:30 10:33 10:36 10:39 10:42 10:45 10:48 10:51 10:54 10:57 11:00 11:03 11:06 11:09 11:12 11:15 11:18 11:21 11:24 11:27 11:30 11:33 11:36 11:39 11:42 11:45 11:48 11:51 11:54 11:57 12:00 12:03 Continued on next page Flow cf s 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.4 0.4 0.4 0.4 0.4 0.4 0.5 0.5 0.5 0.5 0.5 0.5 0.6 0.6 0.6 0.7 0.7 0.7 1.1 1.8 2.4 2.7 2.9 3.8 5.5 6.8 7.6 7.8 Continued from previous page 12:06 6.8 13:00 0.6 13:54 0.4 14:48 0.3 12:09 4.7 13:03 0.6 13:57 0.4 14:51 0.1 12:12 3.0 13:06 0.5 14:00 0.4 14:54 0.1 12:15 2.1 13:09 0.5 14:03 0.4 14:57 0.3 12:18 1. 7 13:12 0.5 14:06 0.4 15:00 0.2 12:21 1.4 13:15 0.5 14:09 0.4 15:03 0.1 12:24 1. 2 13:18 0.5 14:12 0.4 15:06 0.0 12:27 1. 0 13:21 0.4 14:15 0.4 15:09 0.3 12:30 0.9 13:24 0.4 14:18 0.4 15:12 0.2 12:33 0.9 13:27 0.4 14:21 0.4 15:15 0.1 12:36 0.8 13:30 0.4 14:24 0.4 15:18 0.0 12:39 0.8 13:33 0.4 14:27 0.4 15:21 0.3 12:42 0.7 13:36 0.4 14:30 0.3 15:24 0.2 12:45 0.7 13:39 0.4 14:33 0.3 15:27 0.1 12:48 0.7 13:42 0.4 14:36 0.3 15:30 0.0 12:51 0.7 13:45 0.4 14:39 0.3 15:33 0.3 12:54 0.6 13:48 0.4 14:42 0.3 12:57 0.6 13:51 0.4 14:45 0.3 Volume of runoff = 0.47 ac. ft. Depth of runoff = 3.25 in. File Name -ponderosa Proj. Leader debbie Client godfrey develop Misc. Note -existing runoff Date a9/07/94 Job 94-314 7 Type SCS Desc. developed area B Area 0.3 ac. Time of Concent. 1a min. Storm Dist Type II Time hr:min 1:09 1:12 1:15 1:18 1:21 1:24 1:27 1:3a 1:33 1:36 1:39 1:42 1:45 1:48 1:51 1:54 1:57 2:ao 2:03 2:06 2:09 2:12 2:15 2:18 2:21 2:24 2:27 2:30 2:33 2:36 2:39 2:42 2:45 2:48 2:51 2:54 2:57 3:00 3:03 3:06 3:09 3:12 3:15 3:18 3:21 Flow cf s a.o 0.0 a.a o.a o.a 0.0 0.0 o.o o.a a.o a.o o.o a.o 0.0 0.0 0.0 0.0 0.0 o.a a.a a.a a.a o.a o.a o.a 0.0 0.0 o.o o.a o.a 0.0 0.0 o.a o.a o.a o.a o.a 0.0 0.0 o.o 0.0 0.0 o.o a.o 0.0 Time hr:min 3:24 3:27 3:3a 3:33 3:36 3:39 3:42 3:45 3:48 3:51 3:54 3:57 4:aa 4:a3 4:06 4:a9 4:12 4:15 4:18 4:21 4:24 4:27 4:3a 4:33 4:36 4:39 4:42 4:45 4:48 4:51 4:54 4:57 5:aa 5:03 5:06 5:a9 5:12 5:15 5:18 5:21 5:24 5:27 5:3a 5:33 5: 36 Flow cf s a.a a.a a.a a.a a.o a.a a.o a.a a.a a.a a.a a.a a.o a.a a.a a.a a.a a.a a.a a.o a.a a.a a.a a.a a.a a.a 0.0 o.a a.a 0.0 0.0 a.a a.a a.a a.a a.a a.a a.o a.a a.a a.a a.a a.a a.o a.a Time hr:min 5:39 5:42 5:45 5:48 5:51 5:54 5:57 6:aa 6:a3 6:a6 6:09 6:12 6:15 6:18 6:21 6:24 6:27 6:30 6:33 6:36 6:39 6:42 6:45 6:48 6:51 6:54 6:57 7:ao 7:a3 7:06 7:a9 7:12 7:15 7:18 7:21 7:24 7:27 7:30 7:33 7:36 7:39 7:42 7:45 7:48 7:51 Freq. 2.0 yrs CN 98 Len 24 hrs Precip. 4.5a Flow cf s a.a a.a o.a a.a a.a 0.0 a.o a.o a.o a.o a.o a.a a.o a.o a.o a.o a.a a.a a.o a.a a.a a.o a.a o.a a.a a.a a.a a.a a.o 0.0 o.a a.o a.o a.o a.a a.a o.a a.a 0.0 a.a o.a a.a a.a a.o a.o Time hr:min 7:54 7:57 8:ao 8:a3 8:a6 8:a9 8:12 8:15 8:18 8:21 8:24 8:27 8:3a 8:33 8:36 8:39 8:42 8:45 8:48 8:51 8:54 8:57 9:0a 9:a3 9:a6 9:09 9:12 9:15 9:18 9:21 9:24 9:27 9:30 9:33 9:36 9:39 9:42 9:45 9:48 9:51 9:54 9:57 1a:ao 10:03 10:06 Continued on next page Flow cf s a.o o.a 0.0 0.0 a.o 0.0 0.0 o.a o.a o.a o.a a.o a.o a.a a.a o.o a.o o.a o.o o.a o.a o.a a.a o.a o.a 0.0 a.a o.a o.a o.a o.a 0.0 a.o a.a a.o a.o a.o a.o a.o a.o a.a o.a a.o a.a a.o Continued from previous page 10:09 0.1 11:00 0.1 11:51 0.7 12:42 0.1 10:12 0.1 11:03 0.1 11:54 1. 0 12:45 0.1 10:15 0.1 11:06 0.1 11:57 1. 3 12:48 0.1 10:18 0.1 11:09 0.1 12:00 1.4 12:51 0.1 10:21 0.1 11:12 0.1 12:03 1. 5 12:54 0.1 10:24 0.1 11:15 0.1 12:06 1. 3 12:57 0.1 10:27 0.1 11:18 0.1 12:09 0.9 13:00 0.1 10:30 0.1 11:21 0.1 12:12 0.6 13:03 0.1 10:33 0.1 11:24 0.1 12:15 0.4 13:06 0.1 10:36 0.1 11:27 0.1 12:18 0.3 13:09 0.1 10:39 0.1 11:30 0.1 12:21 0.3 13:12 0.1 10:42 0.1 11:33 0.1 12:24 0.2 13:15 0.1 10:45 0.1 11:36 0.2 12:27 0.2 13:18 0.1 10:48 0.1 11:39 0.3 12:30 0.2 13:21 0.0 10:51 0.1 11:42 0.5 12:33 0.2 13:24 0.0 10:54 0.1 11:45 0.5 12:36 0.2 13:27 0.1 10:57 0.1 11:48 0.6 12:39 0.1 13:30 0.1 Volume of runoff = 0.07 ac. ft. Depth of runoff = 2.77 in. File Name -ponderosa Proj. Leader debbie Client godfrey develop Misc. Note -existing runoff Date 09/07/94 Job 94-314 8 Type SCS Desc. developed area C Area 0.8 ac. Time of Concent. 10 min. Storm Dist Type II Time hr:min 3:06 3:09 3:12 3:15 3:18 3:21 3:24 3:27 3:30 3:33 3:36 3:39 3:42 3:45 3:48 3:51 3:54 3:57 4:00 4:03 4:06 4:09 4:12 4:15 4:18 4:21 4:24 4:27 4:30 4:33 4:36 4:39 4:42 4:45 4:48 4:51 4:54 4:57 5:00 5:03 5:06 5:09 5:12 5:15 5:18 Flow cf s 0.0 0.0 o.o 0.0 0.0 0.0 0.0 0.0 0.0 0.0 o.o o.o 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 o.o 0.0 o.o 0.0 0.0 0.0 0.0 0.0 0.0 0.0 o.o 0.0 0.0 0.0 0.0 o.o 0.0 0.0 o.o 0.0 0.0 0.0 Time hr:min 5:21 5:24 5:27 5:30 5:33 5:36 5:39 5:42 5:45 5:48 5:51 5:54 5:57 6:00 6:03 6:06 6:09 6:12 6:15 6:18 6:21 6:24 6:27 6: 30 6:33 6:36 6:39 6:42 6:45 6:48 6:51 6:54 6:57 7:00 7:03 7:06 7:09 7:12 7:15 7:18 7:21 7:24 7:27 7:30 7:33 Flow cf s o.o 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 o.o 0.0 0.0 o.o 0.0 0.0 o.o 0.0 0.0 0.0 0.0 0.0 0.0 o.o 0.0 0.0 0.0 0.0 o.o 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 o.o 0.0 0.0 0.0 o.o 0.0 Time hr:min 7:36 7:39 7:42 7:45 7:48 7:51 7:54 7:57 8:00 8:03 8:06 8:09 8:12 8:15 8:18 8:21 8:24 8:27 8:30 8:33 8:36 8:39 8:42 8:45 8:48 8:51 8:54 8:57 9:00 9:03 9:06 9:09 9:12 9:15 9:18 9:21 9:24 9:27 9:30 9:33 9:36 9:39 9:42 9:45 9:48 Freq. 2.0 yrs CN 94 Len 24 hrs Precip. 4.50 Flow cf s 0.0 0.0 o.o 0.0 0.0 0.0 0.0 0.0 o.o 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 Time hr:min 9:51 9:54 9:57 10:00 10:03 10:06 10:09 10:12 10:15 10:18 10:21 10:24 10:27 10:30 10:33 10:36 10:39 10:42 10:45 10:48 10:51 10:54 10:57 11:00 11:03 11:06 11:09 11:12 11:15 11:18 11:21 11:24 11:27 11:30 11:33 11:36 11:39 11:42 11:45 11:48 11:51 11:54 11:57 12:00 12:03 Continued on next page Flow cf s 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.5 0.8 1.1 1.2 1.4 1.8 2.6 3.2 3.6 3.7 Continued from previous page 12:06 3.2 13:00 0.3 13:54 0.2 14:48 0.2 12:09 2.2 13:03 0.3 13:57 0.2 14:51 0.1 12:12 1.4 13:06 0.3 14:00 0.2 14:54 o.o 12:15 1. 0 13:09 0.2 14:03 0.2 14:57 0.1 12:18 0.8 13:12 0.2 14:06 0.2 15:00 0.1 12:21 0.7 13:15 0.2 14:09 0.2 15:03 0.1 12:24 0.6 13:18 0.2 14:12 0.2 15:06 0.0 12:27 0.5 13:21 0.2 14:15 0.2 15:09 0.1 12:30 0.4 13:24 0.2 14:18 0.2 15:12 0.1 12:33 0.4 13:27 0.2 14:21 0.2 15:15 0.1 12:36 0.4 13:30 0.2 14:24 0.2 15:18 o.o 12:39 0.4 13:33 0.2 14:27 0.2 15:21 0.1 12:42 0.3 13:36 0.2 14:30 0.2 15:24 0.1 12:45 0.3 13:39 0.2 14:33 0.2 15:27 0.1 12:48 0.3 13:42 0.2 14:36 0.2 15:30 0.0 12:51 0.3 13:45 0.2 14:39 0.2 15:33 0.1 12:54 0.3 13:48 0.2 14:42 0.2 12:57 0.3 13:51 0.2 14:45 0.2 Volume of runoff = 0.21 ac. ft. Depth of runoff = 3.18 in. File Name -ponderosa Proj. Leader debbie Client godfrey develop Misc. Note -existing runoff Date 09/07/94 Job 94-314 9 Type SCS Desc. developed area D Area 0.3 ac. Time of Concent. 10 min. Storm Dist Type II Time hr:min 3:06 3:09 3:12 3:15 3:18 3:21 3:24 3:27 3:30 3:33 3:36 3:39 3:42 3:45 3:48 3:51 3:54 3:57 4:00 4:03 4:06 4:09 4:12 4:15 4:18 4:21 4:24 4:27 4:30 4:33 4:36 4:39 4:42 4:45 4:48 4:51 4:54 4:57 5:00 5:03 5:06 5:09 5:12 5:15 5:18 Flow cf s 0.0 o.o 0.0 0.0 0.0 0.0 o.o 0.0 0.0 o.o 0.0 0.0 0.0 o.o 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 o.o 0.0 o.o 0.0 0.0 o.o o.o 0.0 0.0 0.0 o.o 0.0 0.0 0.0 o.o 0.0 0.0 o.o 0.0 0.0 Time hr:min 5:21 5:24 5:27 5:30 5:33 5:36 5:39 5:42 5:45 5:48 5:51 5:54 5:57 6:00 6:03 6:06 6:09 6:12 6:15 6:18 6:21 6:24 6:27 6:30 6:33 6:36 6:39 6:42 6:45 6:48 6:51 6:54 6:57 7:00 7:03 7:06 7:09 7:12 7:15 7:18 7:21 7:24 7:27 7:30 7:33 Flow cf s 0.0 0.0 o.o o.o 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 o.o 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 o.o 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 o.o 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Time hr:min 7:36 7:39 7:42 7:45 7:48 7:51 7:54 7:57 8:00 8:03 8:06 8:09 8:12 8:15 8:18 8:21 8:24 8:27 8:30 8:33 8:36 8:39 8:42 8:45 8:48 8:51 8:54 8:57 9:00 9:03 9:06 9:09 9:12 9:15 9:18 9:21 9:24 9:27 9:30 9:33 9:36 9:39 9:42 9:45 9:48 Freq. 2.0 yrs CN 94 Len 24 hrs Precip. 4.50 Flow cfs o.o 0.0 o.o 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 o.o 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 o.o 0.0 0.0 o.o 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Time hr:min 9:51 9:54 9:57 10:00 10:03 10:06 10:09 10:12 10:15 10:18 10:21 10:24 10:27 10:30 10:33 10: 36 10:39 10:42 10:45 10:48 10:51 10:54 10:57 11:00 11:03 11:06 11:09 11:12 11:15 11:18 11:21 11:24 11:27 11:30 11:33 11:36 11:39 11:42 11:45 11:48 11:51 11:54 11:57 12:00 12:03 Continued on next page Flow cf s 0.0 0.0 o.o 0.0 o.o 0.0 0.0 o.o o.o o.o 0.0 0.0 o.o 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.3 0.4 0.5 0.5 0.7 1. 0 1.2 1. 3 1.4 Continued from previous page 12:06 1. 2 12:57 0.1 13:48 0.1 14:39 0.1 12:09 0.8 13:00 0.1 13:51 0.1 14:42 0.1 12:12 0.5 13:03 0.1 13:54 0.1 14:45 0.1 12:15 0.4 13:06 0.1 13:57 0.1 14:48 0.1 12:18 0.3 13:09 0.1 14:00 0.1 14:51 o.o 12:21 0.3 13:12 0.1 14:03 0.1 14:54 0.0 12:24 0.2 13:15 0.1 14:06 0.1 14:57 0.1 12:27 0.2 13:18 0.1 14:09 0.1 15:00 0.0 12:30 0.2 13:21 0.1 14:12 0.1 15:03 0.0 12:33 0.2 13:24 0.1 14:15 0.1 15:06 o.o 12:36 0.1 13:27 0.1 14:18 0.1 15:09 0.1 12:39 0.1 13:30 0.1 14:21 0.1 15:12 0.0 12:42 0.1 13:33 0.1 14:24 0.1 15:15 o.o 12:45 0.1 13:36 0.1 14:27 0.1 15:18 0.0 12:48 0.1 13:39 0.1 14:30 0.1 15:21 0.1 12:51 0.1 13:42 0.1 14:33 0.1 15:24 0.0 12:54 0.1 13:45 0.1 14:36 0.1 15:27 0.0 Volume of runoff = 0.08 ac. ft. Depth of runoff = 3.11 in. File Name -ponderosa Proj. Leader debbie Client godfrey develop Misc. Note -existing runoff Date 09/07/94 Job 94-314 10 Type SCS Desc. developed area E Area 1.6 ac. Time of Concent. 10 min. Storm Dist Type II Time hr:min 3:06 3:09 3:12 3:15 3:18 3:21 3:24 3:27 3:30 3:33 3:36 3:39 3:42 3:45 3:48 3:51 3:54 3:57 4:00 4:03 4:06 4:09 4:12 4:15 4:18 4:21 4:24 4:27 4:30 4:33 4:36 4:39 4:42 4:45 4:48 4:51 4:54 4:57 5:00 5:03 5:06 5:09 5:12 5:15 5:18 Flow cfs 0.0 o.o 0.0 0.0 0.0 0.0 o.o 0.0 0.0 0.0 0.0 o.o 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 o.o 0.0 0.0 0.0 o.o 0.0 0.0 0.0 o.o 0.0 0.0 0.0 0.0 o.o 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Time hr:min 5:21 5:24 5:27 5: 30 5:33 5:36 5:39 5:42 5:45 5:48 5:51 5:54 5:57 6:00 6:03 6:06 6:09 6:12 6:15 6:18 6:21 6:24 6:27 6:30 6:33 6:36 6:39 6:42 6:45 6:48 6:51 6:54 6:57 7:00 7:03 7:06 7:09 7:12 7:15 7:18 7:21 7:24 7:27 7:30 7:33 Flow cf s o.o 0.0 o.o 0.0 0.0 o.o 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 Time hr:min 7:36 7:39 7:42 7:45 7:48 7:51 7:54 7:57 8:00 8:03 8:06 8:09 8:12 8:15 8:18 8:21 8:24 8:27 8:30 8:33 8:36 8:39 8:42 8:45 8:48 8:51 8:54 8:57 9:00 9:03 9:06 9:09 9:12 9:15 9:18 9:21 9:24 9:27 9:30 9:33 9:36 9:39 9:42 9:45 9:48 Freq. 2.0 yrs CN 94 Len 24 hrs Precip. 4.50 Flow cf s 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 Time hr:min 9:51 9:54 9:57 10:00 10:03 10:06 10:09 10:12 10:15 10:18 10:21 10:24 10:27 10:30 10:33 10:36 10:39 10:42 10:45 10:48 10:51 10:54 10:57 11:00 11:03 11:06 11:09 11:12 11:15 11:18 11:21 11:24 11:27 11:30 11:33 11:36 11:39 11:42 11:45 11:48 11:51 11:54 11:57 12:00 12:03 Continued on next page Flow cf s 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.4 0.4 0.4 0.4 0.4 0.4 0.5 0.5 0.5 0.5 0.5 0.6 0.6 0.6 0.7 1. 0 1. 7 2.2 2.5 2.7 3.5 5.1 6.3 7.0 7.2 Continued from previous page 12:06 6.3 13:00 0.5 13:54 0.3 14:48 0.3 12:09 4.3 13:03 0.5 13:57 0.3 14:51 0.1 12:12 2.7 13:06 0.5 14:00 0.3 14:54 0.1 12:15 2.0 13:09 0.5 14:03 0.3 14:57 0.3 12:18 1. 6 13:12 0.4 14:06 0.3 15:00 0.2 12:21 1.3 13:15 0.4 14:09 0.3 15:03 0.1 12:24 1.1 13:18 0.4 14:12 0.3 15:06 0.0 12:27 0.9 13:21 0.4 14:15 0.3 15:09 0.3 12:30 0.9 13:24 0.4 14:18 0.3 15:12 0.2 12:33 0.8 13:27 0.4 14:21 0.3 15:15 0.1 12:36 0.8 13:30 0.4 14:24 0.3 15:18 0.0 12:39 0.7 13:33 0.4 14:27 0.3 15:21 0.3 12:42 0.7 13:36 0.4 14:30 0.3 15:24 0.2 12:45 0.7 13:39 0.4 14:33 0.3 15:27 0.1 12:48 0.7 13:42 0.4 14:36 0.3 15: 30 0.0 12:51 0.6 13:45 0.4 14:39 0.3 15:33 0.3 12:54 0.6 13:48 0.4 14:42 0.3 12:57 0.5 13:51 0.4 14:45 0.3 Volume of runoff = 0.43 ac. ft. Depth of runoff = 3.23 in. File Name -ponderosa Proj. Leader debbie Client godfrey develop Misc. Note -existing runoff Date 09/07/94 Job 94-314 11 Type SCS Desc. EXISTING A+B Area 2.0 ac. Time of Concent. 10 min. Storm Dist Type II Time hr:min Flow cf s Time hr:min Flow cf s Time hr:min Freq. 2.0 yrs CN 75 Len 24 hrs Precip. 4.50 Flow cf s Time hr:min Flow cf s ~-------------------------------------------------------------------------------10:32 10: 35 10:38 10:41 10:44 10:47 10:50 10:53 10:56 10:59 11:02 11:05 11:08 11:11 11:14 11:17 11:20 11:23 11:26 11:29 11:32 11:35 11:38 11:41 11:44 11:47 11:50 11:53 11:56 11:59 12:02 12:05 12:08 12:11 12:14 12:17 12:20 12:23 12:26 12:29 12:32 12:35 12:38 12:41 12:44 o.o 0.0 o.o 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.2 0.2 0.3 0.5 0.8 1.1 1. 3 1. 7 2.6 3.7 4.6 5.1 5.1 -4-:-i 2.9 2.0 1. 5 1. 3 1.1 0.9 0.8 0.7 0.7 0.6 0.6 0.6 12:47 12:50 12:53 12:56 12:59 13:02 13:05 13:08 13:11 13:14 13:17 13:20 13:23 13:26 13:29 13:32 13:35 13:38 13:41 13:44 13:47 13:50 13:53 13:56 13:59 14:02 14:05 14:08 14:11 14:14 14:17 14:20 14:23 14:26 14:29 14:32 14:35 14:38 14:41 14:44 14:47 14:50 14:53 14:56 14:59 0.6 0.6 0.5 0.5 0.5 0.5 0.5 0.5 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.3 0.3 0.3 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 15:02 15:05 15:08 15:11 15:14 15:17 15:20 15:23 15:26 15:29 15:32 15:35 15:38 15:41 15:44 15:47 15:50 15:53 15:56 15:59 16:02 16:05 16:08 16:11 16:14 16:17 16:20 16:23 16:26 16:29 16:32 16:35 16:38 16:41 16:44 16:47 16:50 16:53 16:56 16:59 17:02 17:05 17:08 17:11 17:14 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 17:17 17:20 17:23 17:26 17:29 17:32 17:35 17:38 17:41 17:44 17:47 17:50 17:53 17:56 17:59 18:02 18:05 18:08 18:11 18:14 18:17 18:20 18:23 18:26 18:29 18:32 18:35 18:38 18:41 18:44 18:47 18:50 18:53 18:56 18:59 19:02 19:05 19:08 19:11 19:14 19:17 19:20 19:23 19:26 19:29 Continued on next page 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 Continued from previous page 19:32 0.1 19:59 0.1 20:26 0.1 20:53 0.1 19:35 0.1 20:02 0.1 20:29 0.1 20:56 0.1 19:38 0.1 20:05 0.1 20:32 0.1 20:59 0.1 19:41 0.1 20:08 0.1 20:35 0.1 21:02 0.1 19:44 0.1 20:11 0.1 20:38 0.1 21:05 0.1 19:47 0.1 20:14 0.1 20:41 0.1 21:08 0.1 19:50 0.1 20:17 0.1 20:44 0.1 21:11 0.0 19:53 0.1 20:20 0.1 20:47 0.1 21:14 0.0 19:56 0.1 20:23 0.1 20:50 0.1 21:17 o.o Volume of runoff = 0.32 ac. ft. Depth of runoff = 1. 89 in. --------------------------------------------------------------------------------File Name -ponderosa Proj. Leader debbie Client godfrey develop Misc. Note -existing runoff Date 09/07/94 Job 94-314 13 Type SCS Desc. DEVELOPED A+B Area 2.0 ac. Time of Concent. 10 min. Freq. 2.0 yrs CN 94 Len 24 hrs Precip. 4.50 storm Dist Type II Time hr:min 5:21 5:26 5:31 5:36 5:41 5:46 5:51 5:56 6:01 6:06 6:11 6:16 6:21 6:26 6:31 6:36 6:41 6:46 6:51 6:56 7:01 7:06 7:11 7:16 7:21 7:26 7:31 7:36 7:41 7:46 7:51 Flow cf s 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 Time hr:min 7:56 8:01 8:06 8:11 8:16 8:21 8:26 8:31 8:36 8:41 8:46 8:51 8:56 9:01 9:06 9:11 9:16 9:21 9:26 9:31 9:36 9:41 9:46 9:51 9:56 10:01 10:06 10:11 10:16 10:21 10:26 Volume of runoff = Flow cf s 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.3 0.3 0.4 0.52 ac. ft. Time hr:min 10:31 10:36 10:41 10:46 10:51 10:56 11:01 11:06 11:11 11:16 11: 21 11:26 11:31 11:36 11:41 11:46 11:51 11:56 12:01 12:06 12:11 12:16 12:21 12:26 12:31 12:36 12:41 12:46 12:51 12:56 13:01 Flow cf s 0.4 0.4 0.4 0.4 0.5 0.5 0.5 0.6 0.6 0.6 0.7 0.7 0.8 1.4 2.5 3.3 4.9 7.3 8.6 7.4 4.5 2.6 1. 7 1. 3 1.1 0.9 0.8 0.8 0.7 0.7 0.6 Time hr:min 13:06 13:11 13:16 13:21 13:26 13:31 13:36 13:41 13:46 13:51 13:56 14:01 14:06 14:11 14:16 14:21 14:26 14:31 14:36 14:41 14:46 14:51 14:56 15:01 15:06 15:11 15:16 15:21 15:26 15:31 15:36 Flow cf s 0.6 0.6 0.5 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.3 0.3 0.3 0.3 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.0 o.o Depth of runoff = 3.06 in. File Name -ponderosa .Proj. Leader debbie Client godfrey develop Misc. Note -existing runoff Date 09/07/94 Job 94-314 1 Type SCS Desc. existing area A Area 1.7 ac. Time of Concent. 10 min. Storm Dist Type II Time hr:min 7:06 7:09 7:12 7:15 7:18 7:21 7:24 7:27 7:30 7:33 7:36 7:39 7:42 7:45 7:48 7:51 7:54 7:57 8:00 8:03 8:06 8:09 8:12 8:15 8:18 8:21 8:24 8:27 8:30 8:33 8:36 8:39 8:42 8:45 8:48 8:51 8:54 8:57 9:00 9:03 9:06 9:09 9:12 9:15 9:18 Flow cf s 0.0 0.0 o.o 0.0 0.0 0.0 0.0 0.0 o.o 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 o.o o.o 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 Time hr:min 9:21 9:24 9:27 9:30 9:33 9:36 9:39 9:42 9:45 9:48 9:51 9:54 9:57 10:00 10:03 10:06 10:09 10:12 10:15 10:18 10:21 10:24 10:27 10:30 10:33 10:36 10:39 10:42 10:45 10:48 10:51 10:54 10:57 11:00 11:03 11:06 11:09 11:12 11:15 11:18 11:21 11:24 11:27 11:30 11:33 Flow cf s 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.3 0.3 0.3 0.3 0.3 0.4 0.4 0.4 0.4 0.4 0.4 0.5 0.5 0.5 0.6 0.6 0.6 0.7 Time hr:min 11:36 11:39 11:42 11:45 11:48 11:51 11:54 11:57 12:00 12:03 12:06 12:09 12:12 12:15 12:18 12:21 12:24 12:27 12:30 12:33 12:36 12:39 12:42 12:45 12:48 12:51 12:54 12:57 13:00 13:03 13:06 13:09 13:12 13:15 13:18 13:21 13:24 13:27 13:30 13:33 13:36 13:39 13:42 13:45 13:48 Freq. 10.0 yrs CN 75 Len 24 hrs Precip. 7.40 Flow cf s 0.9 1. 6 2.3 2.7 3.0 3.9 6.0 8.0 9.3 10.0 9--:-4 6.8 4.4 3.0 2.4 2.1 1. 7 1.4 1. 3 1. 2 1. 2 1.1 1. 0 1. 0 1. 0 1. 0 0.9 0.8 0.8 0.8 0.8 0.7 0.7 0.7 0.7 0.6 0.6 0.6 0.6 0.6 0.6 0.5 0.5 0.5 0.5 Time hr:min 13:51 13:54 13:57 14:00 14:03 14:06 14:09 14:12 14:15 14:18 14:21 14:24 14:27 14:30 14:33 14:36 14:39 14:42 14:45 14:48 14:51 14:54 14:57 15:00 15:03 15:06 15:09 15:12 15:15 15:18 15:21 15:24 15:27 15:30 15:33 15:36 15:39 15:42 15:45 15:48 15:51 15:54 15:57 16:00 16:03 Continued on next page Flow cf s 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 Continued from previous page 16:06 0.4 17:00 0.3 17:54 0.3 18:48 0.2 16:09 0.4 17:03 0.3 17:57 0.3 18:51 0.2 16:12 0.4 17:06 0.3 18:00 0.3 18:54 0.2 16:15 0.4 17:09 0.3 18:03 0.3 18:57 0.2 16:18 0.4 17:12 0.3 18:06 0.2 19:00 0.1 16:21 0.4 17:15 0.3 18:09 0.2 19:03 0.1 16:24 0.3 17:18 0.3 18:12 0.2 19:06 o.o 16:27 0.3 17:21 0.3 18:15 0.2 19:09 0.2 16:30 0.3 17:24 0.3 18:18 0.2 19:12 0.1 16:33 0.3 17:27 0.3 18:21 0.2 19:15 0.1 16:36 0.3 17:30 0.3 18:24 0.2 19:18 0.0 16:39 0.3 17:33 0.3 18:27 0.2 19:21 0.2 16:42 0.3 17:36 0.3 18:30 0.2 19:24 0.1 16:45 0.3 17:39 0.3 18:33 0.2 19:27 0.1 16:48 0.3 17:42 0.3 18:36 0.2 19:30 o.o 16:51 0.3 17:45 0.3 18:39 0.2 19:33 0.2 16:54 0.3 17:48 0.3 18:42 0.2 16:57 0.3 17:51 0.3 18:45 0.2 Volume of runoff = 0.62 ac. ft. Depth of runoff = 4.34 in. File Name -ponderosa Proj. Leader debbie Client godfrey develop Misc. Note -existing runoff Date 09/07/94 Job 94-314 2 Type SCS Desc. existing area B Area 0.3 ac. Time of Concent. 10 min. Storm Dist Type II Time hr:min 7:06 7:09 7:12 7:15 7:18 7:21 7:24 7:27 7:30 7:33 7:36 7:39 7:42 7:45 7:48 7:51 7:54 7:57 8:00 8:03 8:06 8:09 8:12 8:15 8:18 8:21 8:24 8:27 8:30 8:33 8:36 8:39 8:42 8:45 8:48 8:51 8:54 8:57 9:00 9:03 9:06 9:09 9:12 9:15 9:18 Flow cf s 0.0 0.0 o.o o.o 0.0 0.0 0.0 o.o 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 o.o o.o o.o 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 o.o 0.0 0.0 0.0 0.0 0.0 0.0 0.0 o.o 0.0 Time hr:min 9:21 9:24 9:27 9:30 9:33 9:36 9:39 9:42 9:45 9:48 9:51 9:54 9:57 10:00 10:03 10:06 10:09 10:12 10:15 10:18 10:21 10:24 10:27 10:30 10:33 10:36 10:39 10:42 10:45 10:48 10:51 10:54 10:57 11:00 11:03 11:06 11:09 11:12 11:15 11:18 11:21 11:24 11:27 11:30 11:33 Flow cf s 0.0 0.0 o.o 0.0 0.0 0.0 0.0 0.0 o.o 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 o.o 0.0 0.0 0.0 0.0 0.0 o.o 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 Time hr:min 11:36 11:39 11:42 11:45 11:48 11:51 11:54 11:57 12:00 12:03 12:06 12:09 12:12 12:15 12:18 12:21 12:24 12:27 12:30 12:33 12:36 12:39 12:42 12:45 12:48 12:51 12:54 12:57 13:00 13:03 13:06 13:09 13:12 13:15 13:18 13:21 13:24 13:27 13:30 13:33 13:36 13:39 13:42 13:45 13:48 Freq. 10.0 yrs CN 75 Len 24 hrs Precip. 7.40 Flow cf s 0.2 0.3 0.4 0.5 0.5 0.7 1.1 1. 4 1. 7 1. 8 I:/ 1. 2 0.8 0.5 0.4 0.4 0.3 0.3 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 Time hr:min 13:51 13:54 13:57 14:00 14:03 14:06 14:09 14:12 14:15 14:18 14:21 14:24 14:27 14:30 14:33 14:36 14:39 14:42 14:45 14:48 14:51 14:54 14:57 15:00 15:03 15:06 15:09 15:12 15:15 15:18 15:21 15:24 15:27 15:30 15:33 15:36 15:39 15:42 15:45 15:48 15:51 15:54 15:57 16:00 16:03 Continued on next page Flow cf s 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 Continued from previous page 16:06 0.1 16:30 0.1 16:54 0.1 17:18 0.1 16:09 0.1 16:33 0.1 16:57 0.1 17:21 0.1 16:12 0.1 16:36 0.1 17:00 0.1 17:24 0.1 16:15 0.1 16:39 0.1 17:03 0.1 17:27 0.1 16:18 0.1 16:42 0.1 17:06 0.1 17:30 0.1 16:21 0.1 16:45 0.1 17:09 0.1 17:33 0.1 16:24 0.1 16:48 0.1 17:12 0.1 17:36 o.o 16:27 0.1 16:51 0.1 17:15 0.1 17:39 0.0 Volume of runoff = 0.11 ac. ft. Depth of runoff = 4.33 in. File Name -ponderosa Proj. Leader debbie Client godfrey develop Misc. Note -existing runoff Date 09/07/94 Job 94-314 3 Type SCS Desc. existing area C Area 0.8 ac. Time of Concent. 10 min. Storm Dist Type II Time hr:min 7:06 7:09 7:12 7:15 7:18 7:21 7:24 7:27 7:30 7:33 7:36 7:39 7:42 7:45 7:48 7:51 7:54 7:57 8:00 8:03 8:06 8:09 8:12 8:15 8:18 8:21 8:24 8:27 8:30 8:33 8:36 8:39 8:42 8:45 8:48 8:51 8:54 8:57 9:00 9:03 9:06 9:09 9:12 9:15 9:18 Flow cf s 0.0 0.0 o.o 0.0 0.0 o.o 0.0 o.o o.o 0.0 0.0 o.o 0.0 0.0 0.0 o.o o.o o.o 0.0 0.0 0.0 0.0 0.0 0.0 0.0 o.o 0.0 o.o 0.0 o.o 0.0 0.0 o.o o.o 0.0 0.0 0.0 o.o 0.0 0.0 0.0 o.o 0.0 0.0 0.0 Time hr:min 9:21 9:24 9:27 9:30 9:33 9:36 9:39 9:42 9:45 9:48 9:51 9:54 9:57 10:00 10:03 10:06 10:09 10:12 10:15 10:18 10:21 10:24 10:27 10:30 10:33 10:36 10:39 10:42 10:45 10:48 10:51 10:54 10:57 11:00 11:03 11:06 11:09 11:12 11:15 11:18 11:21 11:24 11:27 11:30 11:33 Flow cf s 0.0 o.o o.o 0.0 0.0 o.o 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.3 0.3 0.3 0.3 Time hr:min 11:36 11:39 11:42 11:45 11:48 11:51 11:54 11:57 12:00 12:03 12:06 12:09 12:12 12:15 12:18 12:21 12:24 12:27 12:30 12:33 12:36 12:39 12:42 12:45 12:48 12:51 12:54 12:57 13:00 13:03 13:06 13:09 13:12 13:15 13:18 13:21 13:24 13:27 13:30 13:33 13:36 13:39 13:42 13:45 13:48 Freq. 10.0 yrs CN 75 Len 24 hrs Precip. 7.40 Flow cfs 0.4 0.8 1.1 1.3 1.4 1. 9 2.8 3.8 4.4 4.7 4.4 3.2 2.1 1. 4 1.1 1. 0 0.8 0.7 0.6 0.6 0.6 0.5 0.5 0.5 0.5 0.5 0.4 0.4 0.4 0.4 0.4 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.2 0.2 0.2 0.2 Time hr:min 13:51 13:54 13:57 14:00 14:03 14:06 14:09 14:12 14:15 14:18 14:21 14:24 14:27 14:30 14:33 14:36 14:39 14:42 14:45 14:48 14:51 14:54 14:57 15:00 15:03 15:06 15:09 15:12 15:15 15:18 15:21 15:24 15:27 15:30 15:33 15:36 15:39 15:42 15:45 15:48 15:51 15:54 15:57 16:00 16:03 Continued on next page Flow cf s 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 Continued from previous page 16:06 0.2 17:00 0.1 17:54 0.1 18:48 0.1 16:09 0.2 17:03 0.1 17:57 0.1 18:51 0.1 16:12 0.2 17:06 0.1 18:00 0.1 18:54 0.1 16:15 0.2 17:09 0.1 18:03 0.1 18:57 0.1 16:18 0.2 17:12 0.1 18:06 0.1 19:00 0.1 16:21 0.2 17:15 0.1 18:09 0.1 19:03 o.o 16:24 0.2 17:18 0.1 18:12 0.1 19:06 0.0 16:27 0.2 17:21 0.1 18:15 0.1 19:09 0.1 16:30 0.2 17:24 0.1 18:18 0.1 19:12 0.1 16:33 0.2 17:27 0.1 18:21 0.1 19:15 o.o 16:36 0.2 17:30 0.1 18:24 0.1 19:18 o.o 16:39 0.2 17:33 0.1 18:27 0.1 19:21 0.1 16:42 0.2 17:36 0.1 18:30 0.1 19:24 0.1 16:45 0.2 17:39 0.1 18:33 0.1 19:27 o.o 16:48 0.2 17:42 0.1 18:36 0.1 19:30 o.o 16:51 0.2 17:45 0.1 18:39 0.1 19:33 0.1 16:54 0.1 17:48 0.1 18:42 0.1 16:57 0.1 17:51 0.1 18:45 0.1 Volume of runoff = 0.29 ac. ft. Depth of runoff = 4.29 in. --------------------------------------------------------------------------------File Name -ponderosa Proj. Leader debbie Client godfrey develop Misc. Note -existing runoff Date 09/07/94 Job 94-314 4 Type scs Desc. existing area D Area 0.3 ac. Time of Concent. 10 min. Storm Dist Type II Time hr:min 7:06 7:09 7:12 7:15 7:18 7:21 7:24 7:27 7:30 7:33 7:36 7:39 7:42 7:45 7:48 7:51 7:54 7:57 8:00 8:03 8:06 8:09 8:12 8:15 8:18 8:21 8:24 8:27 8:30 8:33 8:36 8:39 8:42 8:45 8:48 8:51 8:54 8:57 9:00 9:03 9:06 9:09 9:12 9:15 9:18 Flow cf s 0.0 0.0 o.o 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 o.o o.o 0.0 o.o 0.0 0.0 o.o o.o 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Time hr:min 9:21 9:24 9:27 9:30 9:33 9:36 9:39 9:42 9:45 9:48 9:51 9:54 9:57 10:00 10:03 10:06 10:09 10:12 10:15 10:18 10:21 10:24 10:27 10:30 10:33 10:36 10:39 10:42 10:45 10:48 10:51 10:54 10:57 11:00 11:03 11:06 11:09 11:12 11:15 11:18 11:21 11:24 11:27 11:30 11:33 Flow cf s 0.0 0.0 0.0 o.o 0.0 0.0 0.0 0.0 0.0 0.0 0.0 o.o 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 o.o 0.0 0.0 0.0 0.0 0.0 0.0 o.o 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 Time hr:min 11:36 11:39 11:42 11:45 11:48 11:51 11:54 11:57 12:00 12:03 12:06 12:09 12:12 12:15 12:18 12:21 12:24 12:27 12:30 12:33 12:36 12:39 12:42 12:45 12:48 12:51 12:54 12:57 13:00 13:03 13:06 13:09 13:12 13:15 13:18 13:21 13:24 13:27 13:30 13:33 13:36 13:39 13:42 13:45 13:48 Freq. 10.0 yrs CN 75 Len 24 hrs Precip. 7.40 Flow cf s 0.2 0.3 0.4 0.5 0.5 0.7 1. 0 1.4 1. 6 1. 8 r:1) 1. 2 0.8 0.5 0.4 0.4 0.3 0.3 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 Time hr:min 13:51 13:54 13:57 14:00 14:03 14:06 14:09 14:12 14:15 14:18 14:21 14:24 14:27 14:30 14:33 14:36 14:39 14:42 14:45 14:48 14:51 14:54 14:57 15:00 15:03 15:06 15:09 15:12 15:15 15:18 15:21 15:24 15:27 15:30 15:33 15:36 15:39 15:42 15:45 15:48 15:51 15:54 15:57 16:00 16:03 Continued on next page Flow cf s 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 Continued from previous page 16:06 0.1 16:27 0.1 16:48 0.1 17:09 0.1 16:09 0.1 16:30 0.1 16:51 0.1 17:12 0.1 16:12 0.1 16:33 0.1 16:54 0.1 17:15 0.1 16:15 0.1 16:36 0.1 16:57 0.1 17:18 0.1 16:18 0.1 16:39 0.1 17:00 0.1 17:21 0.1 16:21 0.1 16:42 0.1 17:03 0.1 17:24 0.1 16:24 0.1 16:45 0.1 17:06 0.1 17:27 0.0 Volume of runoff = 0.11 ac. ft. Depth of runoff = 4.35 in. File Name -ponderosa Proj. Leader debbie Client godfrey develop Misc. Note -existing runoff Date 09/07/94 Job 94-314 5 Type SCS Desc. existing area E Area 1.6 ac. Time of Concent. 10 min. Storm Dist Type II Time hr:min 7:06 7:09 7:12 7:15 7:18 7:21 7:24 7:27 7:30 7:33 7:36 7:39 7:42 7:45 7:48 7:51 7:54 7:57 8:00 8:03 8:06 8:09 8:12 8:15 8:18 8:21 8:24 8:27 8:30 8:33 8:36 8:39 8:42 8:45 8:48 8:51 8:54 8:57 9:00 9:03 9:06 9:09 9:12 9:15 9:18 Flow cf s 0.0 0.0 o.o 0.0 0.0 0.0 0.0 0.0 o.o 0.0 0.0 o.o 0.0 0.0 0.0 0.0 o.o 0.0 0.0 o.o 0.0 0.0 o.o o.o 0.0 0.0 0.0 0.0 o.o 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 Time hr:min 9:21 9:24 9:27 9:30 9:33 9:36 9:39 9:42 9:45 9:48 9:51 9:54 9:57 10:00 10:03 10:06 10:09 10:12 10:15 10:18 10:21 10:24 10:27 10:30 10:33 10:36 10:39 10:42 10:45 10:48 10:51 10:54 10:57 11:00 11:03 11:06 11:09 11:12 11:15 11:18 11:21 11:24 11:27 11:30 11:33 Flow cfs 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.4 0.4 0.4 0.4 0.4 0.5 0.5 0.6 0.6 0.6 Time hr:min 11:36 11:39 11:42 11:45 11:48 11:51 11:54 11:57 12:00 12:03 12:06 12:09 12:12 12:15 12:18 12:21 12:24 12:27 12:30 12:33 12:36 12:39 12:42 12:45 12:48 12:51 12:54 12:57 13:00 13:03 13:06 13:09 13:12 13:15 13:18 13:21 13:24 13:27 13:30 13:33 13:36 13:39 13:42 13:45 13:48 Freq. 10.0 yrs CN 75 Len 24 hrs Precip. 7.40 Flow cf s 0.9 1. 5 2.1 2.5 2.8 3.6 5.5 7.4 8.6 9.3 tr:7 6.3 4.0 2.8 2.2 1. 9 1. 6 1. 3 1.2 1.1 1.1 1. 0 1. 0 0.9 0.9 0.9 0.8 0.8 0.7 0.7 0.7 0.7 0.6 0.6 0.6 0.6 0.6 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 Time hr:min 13:51 13:54 13:57 14:00 14:03 14:06 14:09 14:12 14:15 14:18 14:21 14:24 14:27 14:30 14:33 14:36 14:39 14:42 14:45 14:48 14:51 14:54 14:57 15:00 15:03 15:06 15:09 15:12 15:15 15:18 15:21 15:24 15:27 15:30 15:33 15:36 15:39 15:42 15:45 15:48 15:51 15:54 15:57 16:00 16:03 Continued on next page Flow cf s 0.5 0.5 0.5 0.5 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.3 0.3 0.3 0.3 Continued from previous page 16:06 0.3 17:00 0.3 17:54 0.2 18:48 0.2 16:09 0.3 17:03 0.3 17:57 0.2 18:51 0.2 16:12 0.3 17:06 0.3 18:00 0.2 18:54 0.2 16:15 0.3 17:09 0.3 18:03 0.2 18:57 0.2 16:18 0.3 17:12 0.3 18:06 0.2 19:00 0.1 16:21 0.3 17:15 0.3 18:09 0.2 19:03 0.1 16:24 0.3 17:18 0.3 18:12 0.2 19:06 o.o 16:27 0.3 17:21 0.3 18:15 0.2 19:09 0.2 16:30 0.3 17:24 0.3 18:18 0.2 19:12 0.1 16:33 0.3 17:27 0.3 18:21 0.2 19:15 0.1 16:36 0.3 17:30 0.3 18:24 0.2 19:18 o.o 16:39 0.3 17:33 0.3 18:27 0.2 19:21 0.2 16:42 0.3 17:36 0.3 18:30 0.2 19:24 0.1 16:45 0.3 17:39 0.3 18:33 0.2 19:27 0.1 16:48 0.3 17:42 0.3 18:36 0.2 19:30 o.o 16:51 0.3 17:45 0.2 18:39 0.2 19:33 0.2 16:54 0.3 17:48 0.2 18:42 0.2 16:57 0.3 17:51 0.2 18:45 0.2 Volume of runoff = 0.57 ac. ft. Depth of runoff = 4.33 in. File Name -ponderosa Proj. Leader debbie Client godfrey develop Misc. Note -existing runoff Date 09/07/94 Job 94-314 6 Type SCS Desc. developed area A Area 1.7 ac. Time of Concent. 10 min. ·storm Dist Type II Time hr:min 2:00 2:03 2:06 2:09 2:12 2:15 2:18 2:21 2:24 2:27 2:30 2:33 2:36 2:39 2:42 2:45 2:48 2:51 2:54 2:57 3:00 3:03 3:06 3:09 3:12 3:15 3:18 3:21 3:24 3:27 3:30 3:33 3:36 3:39 3:42 3:45 3:48 3:51 3:54 3:57 4:00 4:03 4:06 4:09 4:12 Flow cf s 0.0 0.0 o.o o.o 0.0 o.o 0.0 o.o 0.0 o.o 0.0 0.0 0.0 o.o 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 o.o 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 Time hr:min 4:15 4:18 4:21 4:24 4:27 4:30 4:33 4:36 4:39 4:42 4:45 4:48 4:51 4:54 4:57 5:00 5:03 5:06 5:09 5:12 5:15 5:18 5:21 5:24 5:27 5:30 5:33 5:36 5:39 5:42 5:45 5:48 5:51 5:54 5:57 6:00 6:03 6:06 6:09 6:12 6:15 6:18 6:21 6:24 6:27 Flow cf s 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.2 0.2 0.2 0.2 0.2 Time hr:min 6:30 6:33 6:36 6:39 6:42 6:45 6:48 6:51 6:54 6:57 7:00 7:03 7:06 7:09 7:12 7:15 7:18 7:21 7:24 7:27 7:30 7:33 7:36 7:39 7:42 7:45 7:48 7:51 7:54 7:57 8:00 8:03 8:06 8:09 8:12 8:15 8:18 8:21 8:24 8:27 8:30 8:33 8:36 8:39 8:42 Freq. 10.0 yrs CN 94 Len 24 hrs Precip. 7.40 Flow cf s 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 Time hr:min 8:45 8:48 8:51 8:54 8:57 9:00 9:03 9:06 9:09 9:12 9:15 9:18 9:21 9:24 9:27 9:30 9:33 9:36 9:39 9:42 9:45 9:48 9:51 9:54 9:57 10:00 10:03 10:06 10:09 10:12 10:15 10:18 10:21 10:24 10:27 10:30 10:33 10:36 10:39 10:42 10:45 10:48 10:51 10:54 10:57 Continued on next page Flow cf s 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.5 0.5 0.5 0.5 0.5 0.5 0.6 0.6 0.7 0.7 0.7 0.7 0.8 0.8 Continued from previous page 11:00 0.8 11:54 8.7 12:48 1. 2 13:42 0.7 11:03 0.8 11:57 11. 2 12:51 1.1 13:45 0.7 11:06 0.9 12:00 12.6 12:54 1.1 13:48 0.7 11:09 0.9 12:03 13. 2-12:57 1. 0 13:51 0.7 11:12 1. 0 12:06 12.3 13:00 1. 0 13:54 0.7 11:15 1. 0 12:09 8.9 13:03 0.9 13:57 0.4 11:18 1. 0 12:12 5.7 13:06 0.9 14:00 0.3 11:21 1. 0 12:15 3.9 13:09 0.9 14:03 0.1 11:24 1.1 12:18 3.0 13:12 0.8 14:06 0.6 11:27 1. 2 12:21 2.5 13:15 0.8 14:09 0.4 11:30 1.2 12:24 2.1 13:18 0.8 14:12 0.2 11:33 1.2 12:27 1. 8 13:21 0.8 14:15 0.1 11:36 1.7 12:30 1. 6 13:24 0.7 14:18 0.6 11:39 2.8 12:33 1. 5 13:27 0.7 14:21 0.4 11:42 3.9 12:36 1.4 13:30 0.7 14:24 0.2 11:45 4.5 12:39 1. 3 13:33 0.7 14:27 0.1 11:48 4.9 12:42 1. 2 13:36 0.7 11:51 6.0 12:45 1. 2 13:39 0.7 Volume of runoff = 0.78 ac. ft. Depth of runoff = 5.44 in. File Name -ponderosa Proj. Leader debbie Client godfrey develop Misc. Note -existing runoff Date 09/07/94 Job 94-314 7 Type SCS Desc. developed area B Area 0.3 ac. Time of Concent. 10 min. Storm Dist Type II Time hr:min 0:48 0:51 0:54 0:57 1:00 1:03 1:06 1:09 1:12 1:15 1:18 1:21 1:24 1:27 1:30 1:33 1:36 1:39 1:42 1:45 1:48 1:51 1:54 1:57 2:00 2:03 2:06 2:09 2:12 2:15 2:18 2:21 2:24 2:27 2:30 2:33 2:36 2:39 2:42 2:45 2:48 2:51 2:54 2:57 3:00 Flow cf s 0.0 o.o 0.0 o.o 0.0 0.0 0.0 o.o 0.0 0.0 0.0 o.o o.o o.o 0.0 0.0 0.0 o.o 0.0 0.0 0.0 0.0 o.o 0.0 0.0 o.o o.o 0.0 0.0 o.o 0.0 0.0 0.0 0.0 0.0 o.o o.o 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Time hr:min 3:03 3:06 3:09 3:12 3:15 3:18 3:21 3:24 3:27 3:30 3:33 3:36 3:39 3:42 3:45 3:48 3:51 3:54 3:57 4:00 4:03 4:06 4:09 4:12 4:15 4:18 4:21 4:24 4:27 4:30 4:33 4:36 4:39 4:42 4:45 4:48 4:51 4:54 4:57 5:00 5:03 5:06 5:09 5:12 5:15 Flow cf s 0.0 0.0 0.0 0.0 0.0 0.0 0.0 o.o 0.0 0.0 0.0 0.0 o.o 0.0 0.0 0.0 0.0 0.0 o.o 0.0 0.0 0.0 o.o 0.0 0.0 0.0 0.0 0.0 0.0 o.o 0.0 0.0 o.o o.o 0.0 o.o o.o 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Time hr:min 5:18 5:21 5:24 5:27 5:30 5:33 5:36 5:39 5:42 5:45 5:48 5:51 5:54 5:57 6:00 6:03 6:06 6:09 6:12 6:15 6:18 6:21 6:24 6:27 6:30 6:33 6:36 6:39 6:42 6:45 6:48 6:51 6:54 6:57 7:00 7:03 7:06 7:09 7:12 7:15 7:18 7:21 7:24 7:27 7:30 Freq. 10.0 yrs CN 98 Len 24 hrs Precip. 7.40 Flow cfs 0.0 0.0 0.0 0.0 0.0 0.0 0.0 o.o 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 o.o 0.0 0.0 0.0 0.0 o.o 0.0 0.0 0.0 0.0 0.0 o.o 0.0 0.0 o.o 0.0 0.0 0.0 0.0 0.0 0.0 o.o 0.0 0.0 o.o 0.0 o.o Time hr:min 7:33 7:36 7:39 7:42 7:45 7:48 7:51 7:54 7:57 8:00 8:03 8:06 8:09 8:12 8:15 8:18 8:21 8:24 8:27 8:30 8:33 8:36 8:39 8:42 8:45 8:48 8:51 8:54 8:57 9:00 9:03 9:06 9:09 9:12 9:15 9:18 9:21 9:24 9:27 9:30 9:33 9:36 9:39 9:42 9:45 Continued on next page Flow cf s 0.0 0.0 o.o 0.0 0.0 o.o 0.0 o.o o.o 0.0 0.0 o.o 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 Continued from previous page 9:48 0.1 10:42 0.1 11:36 0.3 12:30 0.2 9:51 0.1 10:45 0.1 11:39 0.6 12:33 0.2 9:54 0.1 10:48 0.1 11:42 0.8 12:36 0.2 9:57 0.1 10:51 0.1 11:45 0.9 12:39 0.2 10:00 0.1 10:54 0.1 11:48 0.9 12:42 0.2 10:03 0.1 10:57 0.2 11:51 1.1 12:45 0.2 10:06 0.1 11:00 0.2 11:54 1. 6 12:48 0.2 10:09 0.1 11:03 0.2 11:57 2.1 12:51 0.2 10:12 0.1 11:06 0.2 12:00 2.3 12:54 0.2 10:15 0.1 11:09 0.2 12:03 2.4 12:57 0.1 10:18 0.1 11:12 0.2 12:06 2.2 13:00 0.1 10:21 0.1 11:15 0.2 12:09 1. 6 13:03 o.o 10:24 0.1 11:18 0.2 12:12 1. 0 13:06 0.1 10:27 0.1 11:21 0.2 12:15 0.7 13:09 0.1 10:30 0.1 11:24 0.2 12:18 0.5 13:12 0.1 10:33 0.1 11:27 0.2 12:21 0.5 13:15 0.0 10:36 0.1 11:30 0.2 12:24 0.4 10:39 0.1 11:33 0.2 12:27 0.3 Volume of runoff = 0.13 ac. ft. Depth of runoff = 4.89 in. File Name -ponderosa Proj. Leader debbie Client godfrey develop Misc. Note -existing runoff Date 09/07/94 Job 94-314 8 Type SCS Desc. developed area C Area 0.8 ac. Time of Concent. 10 min. Storm Dist Type II Time hr:min 2:00 2:03 2:06 2:09 2:12 2:15 2:18 2:21 2:24 2:27 2:30 2:33 2:36 2:39 2:42 2:45 2:48 2:51 2:54 2:57 3:00 3:03 3:06 3:09 3:12 3:15 3:18 3:21 3:24 3:27 3:30 3:33 3:36 3:39 3:42 3:45 3:48 3:51 3:54 3:57 4:00 4:03 4:06 4:09 4:12 Flow cf s 0.0 0.0 0.0 0.0 0.0 o.o 0.0 0.0 0.0 0.0 o.o 0.0 0.0 0.0 0.0 0.0 0.0 o.o 0.0 o.o o.o o.o 0.0 0.0 0.0 o.o 0.0 0.0 0.0 o.o 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 o.o 0.0 o.o 0.0 0.0 0.0 Time hr:min 4:15 4:18 4:21 4:24 4:27 4:30 4:33 4:36 4:39 4:42 4:45 4:48 4:51 4:54 4:57 5:00 5:03 5:06 5:09 5:12 5:15 5:18 5:21 5:24 5:27 5:30 5:33 5:36 5:39 5:42 5:45 5:48 5:51 5:54 5:57 6:00 6:03 6:06 6:09 6:12 6:15 6:18 6:21 6:24 6:27 Flow cf s o.o 0.0 0.0 0.0 0.0 o.o 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 Time hr:min 6:30 6:33 6:36 6:39 6:42 6:45 6:48 6:51 6:54 6:57 7:00 7:03 7:06 7:09 7:12 7:15 7:18 7:21 7:24 7:27 7:30 7:33 7:36 7:39 7:42 7:45 7:48 7:51 7:54 7:57 8:00 8:03 8:06 8:09 8:12 8:15 8:18 8:21 8:24 8:27 8:30 8:33 8:36 8:39 8:42 Freq. 10.0 yrs CN 94 Len 24 hrs Precip. 7.40 Flow cf s 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 Time hr:min 8:45 8:48 8:51 8:54 8:57 9:00 9:03 9:06 9:09 9:12 9:15 9:18 9:21 9:24 9:27 9:30 9:33 9:36 9:39 9:42 9:45 9:48 9:51 9:54 9:57 10:00 10:03 10:06 10:09 10:12 10:15 10:18 10:21 10:24 10:27 10:30 10:33 10:36 10:39 10:42 10:45 10:48 10:51 10:54 10:57 Continued on next page Flow cf s 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.4 0.4 Continued from previous page 11:00 0.4 11:54 4.1 12:48 0.6 13:42 0.3 11:03 0.4 11:57 5.3 12:51 0.5 13:45 0.3 11:06 0.4 12:00 5.9 12:54 0.5 13:48 0.3 11:09 0.4 12:03 6.2 12:57 0.5 13:51 0.3 11:12 0.4 12:06 5.8 13:00 0.4 13:54 0.3 11:15 0.5 12:09 4.2 13:03 0.4 13:57 0.2 11:18 0.5 12:12 2.7 13:06 0.4 14:00 0.1 11:21 0.5 12:15 1. 8 13:09 0.4 14:03 0.0 11:24 0.5 12:18 1. 4 13:12 0.4 14:06 0.3 11:27 0.6 12:21 1. 2 13:15 0.4 14:09 0.2 11:30 0.6 12:24 1. 0 13:18 0.4 14:12 0.1 11:33 0.6 12:27 0.8 13:21 0.4 14:15 0.0 11:36 0.8 12:30 0.7 13:24 0.3 14:18 0.3 11:39 1. 3 12:33 0.7 13:27 0.3 14:21 0.2 11:42 1. 9 12:36 0.7 13:30 0.3 14:24 0.1 11:45 2.1 12:39 0.6 13:33 0.3 14:27 0.0 11:48 2.3 12:42 0.6 13:36 0.3 11:51 2.8 12:45 0.6 13:39 0.3 Volume of runoff = 0.37 ac. ft. Depth of runoff = 5.45 in. l File Name -ponderosa Proj. Leader debbie Client godfrey develop Misc. Note -existing runoff Date 09/07/94 Job 94-314 9 Type SCS Desc. developed area D Area 0.3 ac. Time of Concent. 10 min. Storm Dist Type II Time hr:min 2:00 2:03 2:06 2:09 2:12 2:15 2:18 2:21 2:24 2:27 2:30 2:33 2:36 2:39 2:42 2:45 2:48 2:51 2:54 2:57 3:00 3:03 3:06 3:09 3:12 3:15 3:18 3:21 3:24 3:27 3:30 3:33 3:36 3:39 3:42 3:45 3:48 3:51 3:54 3:57 4:00 4:03 4:06 4:09 4:12 Flow cf s 0.0 0.0 o.o 0.0 o.o 0.0 o.o 0.0 0.0 0.0 0.0 o.o o.o 0.0 o.o o.o 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 o.o 0.0 0.0 0.0 o.o 0.0 o.o o.o 0.0 o.o Time hr:min 4:15 4:18 4:21 4:24 4:27 4:30 4:33 4:36 4:39 4:42 4:45 4:48 4:51 4:54 4:57 5:00 5:03 5:06 5:09 5:12 5:15 5:18 5:21 5:24 5:27 5:30 5:33 5:36 5:39 5:42 5:45 5:48 5:51 5:54 5:57 6:00 6:03 6:06 6:09 6:12 6:15 6:18 6:21 6:24 6:27 Flow cf s 0.0 0.0 o.o o.o 0.0 o.o 0.0 0.0 0.0 0.0 o.o 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 o.o 0.0 0.0 0.0 0.0 0.0 0.0 o.o 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 o.o 0.0 0.0 0.0 0.0 0.0 0.0 Time hr:min 6:30 6:33 6:36 6:39 6:42 6:45 6:48 6:51 6:54 6:57 7:00 7:03 7:06 7:09 7:12 7:15 7:18 7:21 7:24 7:27 7:30 7:33 7:36 7:39 7:42 7:45 7:48 7:51 7:54 7:57 8:00 8:03 8:06 8:09 8:12 8:15 8:18 8:21 8:24 8:27 8:30 8:33 8:36 8:39 8:42 Freq. 10.0 yrs CN 94 Len 24 hrs Precip. 7.40 Flow cf s 0.0 0.0 o.o 0.0 0.0 0.0 0.0 o.o 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 o.o 0.0 o.o 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 o.o 0.0 0.0 0.0 o.o 0.0 0.1 0.1 0.1 0.1 Time hr:min 8:45 8:48 8:51 8:54 8:57 9:00 9:03 9:06 9:09 9:12 9:15 9:18 9:21 9:24 9:27 9:30 9:33 9:36 9:39 9:42 9:45 9:48 9:51 9:54 9:57 10:00 10:03 10:06 10:09 10:12 10:15 10:18 10:21 10:24 10:27 10:30 10:33 10:36 10:39 10:42 10:45 10:48 10:51 10:54 10:57 Continued on next page Flow cf s 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 Continued from previous page 11:00 0.1 11:51 1. 0 12:42 0.2 13:33 0.1 11:03 0.1 11:54 1. 5 12:45 0.2 13:36 0.1 11:06 0.1 11:57 2.0 12:48 0.2 13:39 0.1 11:09 0.2 12:00 2.2 12:51 0.2 13:42 0.1 11:12 0.2 12:03 2.3 12:54 0.2 13:45 0.1 11:15 0.2 12:06 2.1 12:57 0.2 13:48 0.1 11:18 0.2 12:09 1. 6 13:00 0.2 13:51 0.1 11:21 0.2 12:12 1. 0 13:03 0.2 13:54 0.1 11:24 0.2 12:15 0.7 13:06 0.2 13:57 0.1 11:27 0.2 12:18 0.5 13:09 0.1 14:00 o.o 11:30 0.2 12:21 0.4 13:12 0.1 14:03 o.o 11:33 0.2 12:24 0.4 13:15 0.1 14:06 0.1 11:36 0.3 12:27 0.3 13:18 0.1 14:09 0.1 11:39 0.5 12:30 0.3 13:21 0.1 14:12 0.0 11:42 0.7 12:33 0.3 13:24 0.1 14:15 0.0 11:45 0.8 12:36 0.2 13:27 0.1 14:18 0.1 11:48 0.9 12:39 0.2 13:30 0.1 14:21 0.1 Volume of runoff = 0.13 ac. ft. Depth of runoff = 5.14 in. File Name -ponderosa Proj. Leader debbie Client godfrey develop Misc. Note -existing runoff Date 09/07/94 Job 94-314 10 Type SCS Desc. developed area E Area 1.6 ac. Time of Concent. 10 min. Storm Dist Type II Time hr:min 2:00 2:03 2:06 2:09 2:12 2:15 2:18 2:21 2:24 2:27 2:30 2:33 2:36 2:39 2:42 2:45 2:48 2:51 2:54 2:57 3:00 3:03 3:06 3:09 3:12 3:15 3:18 3:21 3:24 3:27 3:30 3:33 3:36 3:39 3:42 3:45 3:48 3:51 3:54 3:57 4:00 4:03 4:06 4:09 4:12 Flow cf s 0.0 o.o 0.0 0.0 0.0 o.o 0.0 o.o 0.0 0.0 0.0 0.0 0.0 0.0 o.o 0.0 o.o 0.0 0.0 0.0 o.o 0.0 o.o 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 Time hr:min 4:15 4:18 4:21 4:24 4:27 4:30 4:33 4:36 4:39 4:42 4:45 4:48 4:51 4:54 4:57 5:00 5:03 5:06 5:09 5:12 5:15 5:18 5:21 5:24 5:27 5:30 5:33 5:36 5:39 5:42 5:45 5:48 5:51 5:54 5:57 6:00 6:03 6:06 6:09 6:12 6:15 6:18 6:21 6:24 6:27 Flow cfs 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.2 0.2 0.2 Time hr:min 6:30 6:33 6:36 6:39 6:42 6:45 6:48 6:51 6:54 6:57 7:00 7:03 7:06 7:09 7:12 7:15 7:18 7:21 7:24 7:27 7:30 7:33 7:36 7:39 7:42 7:45 7:48 7:51 7:54 7:57 8:00 8:03 8:06 8:09 8:12 8:15 8:18 8:21 8:24 8:27 8:30 8:33 8:36 8:39 8:42 Freq. 10.0 yrs CN 94 Len 24 hrs Precip. 7.40 Flow cf s 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.3 0.3 0.3 0.3 0.3 0.3 Time hr:min 8:45 8:48 8:51 8:54 8:57 9:00 9:03 9:06 9:09 9:12 9:15 9:18 9:21 9:24 9:27 9:30 9:33 9:36 9:39 9:42 9:45 9:48 9:51 9:54 9:57 10:00 10:03 10:06 10:09 10:12 10:15 10:18 10:21 10:24 10:27 10:30 10:33 10:36 10:39 10:42 10:45 10:48 10:51 10:54 10:57 Continued on next page Flow cf s 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.5 0.5 0.5 0.5 0.5 0.6 0.6 0.6 0.6 0.7 0.7 0.7 Continued from previous page 11:00 0.8 11:54 8.0 12:48 1.1 13:42 0.6 11:03 0.8 11:57 10.4 12:51 1.1 13:45 0.6 11:06 0.8 12:00 11. 6 12:54 1. 0 13:48 0.6 11:09 0.8 12:03 12.2 12:57 0.9 13:51 0.6 11:12 0.9 12:06 11. 3 13:00 0.9 13:54 0.6 11:15 0.9 12:09 8.2 13:03 0.9 13:57 0.4 11:18 0.9 12:12 5.2 13:06 0.8 14:00 0.2 11:21 0.9 12:15 3.6 13:09 0.8 14:03 0.1 11:24 1. 0 12:18 2.8 13:12 0.7 14:06 0.5 11:27 1.1 12:21 2.3 13:15 0.7 14:09 0.4 11:30 1.1 12:24 1. 9 13:18 0.7 14:12 0.2 11:33 1.2 12:27 1. 6 13:21 0.7 14:15 0.1 11:36 1. 6 12:30 1. 5 13:24 0.7 14:18 0.5 11:39 2.6 12:33 1.4 13:27 0.6 14:21 0.4 11:42 3.6 12:36 1. 3 13:30 0.6 14:24 0.2 11:45 4.2 12:39 1. 2 13:33 0.6 14:27 0.1 11:48 4.5 12:42 1. 2 13:36 0.6 11:51 5.5 12:45 1.1 13:39 0.6 Volume of runoff = 0.72 ac. ft. Depth of runoff = 5.44 in. File Name -ponderosa Proj. Leader debbie Client godfrey develop Misc. Note -existing runoff Date 09/07/94 Job 94-314 11 Type SCS Desc. EXISTING A+B (10 YR) Area 2.0 ac. Time of Concent. 10 min. Freq. 10.0 yrs CN 75 Len 24 hrs Precip. 7.40 Storm Dist Type II Time hr:min Flow cf s Time hr:min Flow cf s Time hr:min Flow cf s Time hr:min Flow cf s --------------------------------------------------------------------------------8:18 8:22 8:26 8:30 8:34 8:38 8:42 8:46 8:50 8:54 8:58 9:02 9:06 9:10 9:14 9:18 9:22 9:26 9:30 9:34 9:38 9:42 9:46 9:50 9:54 9:58 10:02 10:06 10:10 10:14 10:18 10:22 10:26 10:30 10:34 10:38 10:42 10:46 10:50 10:54 10:58 11:02 o.o 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.2 0.2 0.2 0.2 0.3 0.3 0.4 0.4 0.4 0.5 11:06 11:10 11:14 11:18 11:22 11:26 11:30 11:34 11:38 11:42 11:46 11:50 11:54 11:58 12:02 12:06 12:10 12:14 12:18 12:22 12:26 12:30 12:34 12:38 12:42 12:46 12:50 12:54 12:58 13:02 13:06 13:10 13:14 13:18 13:22 13:26 13:30 13:34 13:38 13:42 13:46 13:50 Volume of runoff = 0.5 0.5 0.5 0.6 0.6 0.6 0.7 1. 0 1. 6 2.5 3.3 4.5 7.0 9.7 11.1. 10.1 7.1 4.4 3.0 2.3 1. 8 1. 5 1. 4 1. 3 1. 2 1. 2 1.1 1. 0 0.9 0.9 0.8 0.8 0.8 0.7 0.7 0.7 0.7 0.6 0.6 0.6 0.6 0.6 0.72 ac. ft. 13:54 13:58 14:02 14:06 14:10 14:14 14:18 14:22 14:26 14:30 14:34 14:38 14:42 14:46 14:50 14:54 14:58 15:02 15:06 15:10 15:14 15:18 15:22 15:26 15:30 15:34 15:38 15:42 15:46 15:50 15:54 15:58 16:02 16:06 16:10 16:14 16:18 16:22 16:26 16:30 16:34 16:38 0.6 0.6 0.6 0.6 0.6 0.6 0.6 0.6 0.6 0.6 0.6 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.4 0.4 0.4 0.4 0.4 0.4 16:42 16:46 16:50 16:54 16:58 17:02 17:06 17:10 17:14 17:18 17:22 17:26 17:30 17:34 17:38 17:42 17:46 17:50 17:54 17:58 18:02 18:06 18:10 18:14 18:18 18:22 18:26 18:30 18:34 18:38 18:42 18:46 18:50 18:54 18:58 19:02 19:06 19:10 19:14 19:18 19:22 19:26 Depth of runoff = 4.23 in. 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.1 0.1 0.0 0.0 0.1 0.0 0.0 0.1 0.0 File Name -ponderosa Proj. Leader debbie Client godfrey develop Misc. Note -existing runoff Date 09/07/94 Job 94-314 14 Type SCS Desc. DEVELOPED A+B {10 YR) Area 2.0 ac. Time of Concent. 10 min. Freq. 10.0 yrs CN 94 Len 24 hrs Precip. 7.40 Storm Dist Type II Time hr:min 3:10 3:15 3:20 3:25 3:30 3:35 3:40 3:45 3:50 3:55 4:00 4:05 4:10 4:15 4:20 4:25 4:30 4:35 4:40 4:45 4:50 4:55 5:00 5:05 5:10 5:15 5:20 5:25 5:30 5:35 5:40 5:45 5:50 5:55 Flow cf s 0.0 o.o 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 Time hr:min 6:00 6:05 6:10 6:15 6:20 6:25 6:30 6:35 6:40 6:45 6:50 6:55 7:00 7:05 7:10 7:15 7:20 7:25 7:30 7:35 7:40 7:45 7:50 7:55 8:00 8:05 8:10 8:15 8:20 8:25 8:30 8:35 8:40 8:45 Volume of runoff = Flow cf s 0.1 0.1 0.1 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.3 0.3 0.3 0.4 0.4 0.4 0.4 0.89 ac. ft. Time hr:min 8:50 8:55 9:00 9:05 9:10 9:15 9:20 9:25 9:30 9:35 9:40 9:45 9:50 9:55 10:00 10:05 10:10 10:15 10:20 10:25 10:30 10:35 10:40 10:45 10:50 10:55 11:00 11:05 11:10 11:15 11:20 11:25 11:30 11:35 Flow cf s 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.6 0.6 0.6 0.7 0.7 0.8 0.9 1. 0 1. 0 1.1 1.1 1.2 1. 3 1. 4 2.1 Time hr:min 11:40 11:45 11:50 11:55 12:00 12:05 12:10 12:15 12:20 12:25 12:30 12:35 12:40 12:45 12:50 12:55 13:00 13:05 13:10 13:15 13:20 13:25 13:30 13:35 13:40 13:45 13:50 13:55 14:00 14:05 14:10 14:15 14:20 14:25 Flow cf s 3.7 5.2 7.4 11. 0 14.1 IT:/ 9.5 5.2 3.2 2.4 1.9 1. 6 1. 4 1. 4 1. 3 1.2 1. 0 0.9 0.9 0.8 0.7 0.7 0.7 0.7 0.7 0.7 0.6 0.5 0.3 0.3 0.3 0.3 0.3 0.1 Depth of runoff = 5.26 in. . File Name -ponderosa Proj. Leader debbie Client godfrey develop Misc. Note -existing runoff Date 09/07/94 Job 94-314 15 Type SCS Desc. EXISTING C+D (10 YR) Area 1.1 ac. Time of Concent. 10 min. Freq. 10.0 yrs CN 75 Len 24 hrs Precip. 7.40 Storm Dist Type II Time hr:min 9:30 9:34 9:38 9:42 9:46 9:50 9:54 9:58 10:02 10:06 10:10 10:14 10:18 10:22 10:26 10:30 10:34 10:38 10:42 10:46 10:50 10:54 10:58 11:02 11:06 11:10 11:14 11:18 11:22 11:26 11:30 11:34 11:38 11:42 11:46 11:50 Flow cf s 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.4 0.5 0.9 1. 4 1. 8 2.5 Time hr:min 11:54 11:58 12:02 12:06 12:10 12:14 12:18 12:22 12:26 12:30 12:34 12:38 12:42 12:46 12:50 12:54 12:58 13:02 13:06 13:10 13:14 13:18 13:22 13:26 13:30 13:34 13:38 13:42 13:46 13:50 13:54 13:58 14:02 14:06 14:10 14:14 Volume of runoff = Flow cf s 3.8 5.3 6.0 5.5 3.9 2.4 1. 6 1. 2 1. 0 0.8 0.7 0.7 0.7 0.7 0.6 0.6 0.5 0.5 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.39 ac. ft. Time hr:min 14:18 14:22 14:26 14:30 14:34 14:38 14:42 14:46 14:50 14:54 14:58 15:02 15:06 15:10 15:14 15:18 15:22 15:26 15:30 15:34 15:38 15:42 15:46 15:50 15:54 15:58 16:02 16:06 16:10 16:14 16:18 16:22 16:26 16:30 16:34 16:38 Flow cf s 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 Time hr:min 16:42 16:46 16:50 16:54 16:58 17:02 17:06 17:10 17:14 17:18 17:22 17:26 17:30 17:34 17:38 17:42 17:46 17:50 17:54 17:58 18:02 18:06 18:10 18:14 18:18 18:22 18:26 18:30 18:34 18:38 18:42 18:46 18:50 18:54 18:58 19:02 Flow cf s 0.3 0.3 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 o.o 0.0 Depth of runoff = 4.16 in. File Name -ponderosa Proj. Leader debbie Client godfrey develop Misc. Note -existing runoff Date 09/07/94 Job 94-314 16 Type SCS Desc. DEVELOPED C+D (10 YR) Area 1.1 ac. Time of Concent. 10 min. Freq. 10.0 yrs CN 94 Len 24 hrs Precip. 7.40 Storm Dist Type II Time hr:min 4:30 4:35 4:40 4:45 4:50 4:55 5:00 5:05 5:10 5:15 5:20 5:25 5:30 5:35 5:40 5:45 5:50 5:55 6:00 6:05 6:10 6:15 6:20 6:25 6:30 6:35 6:40 6:45 6:50 6:55 Flow cf s o.o 0.0 o.o 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 Time hr:min 7:00 7:05 7:10 7:15 7:20 7:25 7:30 7:35 7:40 7:45 7:50 7:55 8:00 8:05 8:10 8:15 8:20 8:25 8:30 8:35 8:40 8:45 8:50 8:55 9:00 9:05 9:10 9:15 9:20 9:25 Volume of runoff = Flow cf s 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.3 0.3 0.3 0.48 ac. ft. Time hr:min 9:30 9:35 9:40 9:45 9:50 9:55 10:00 10:05 10:10 10:15 10:20 10:25 10:30 10:35 10:40 10:45 10:50 10:55 11:00 11:05 11:10 11:15 11:20 11:25 11:30 11:35 11:40 11:45 11:50 11:55 Flow cf s 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.4 0.4 0.4 0.4 0.4 0.5 0.5 0.5 0.6 0.7 0.7 0.8 1.1 2.0 2.8 4.0 6.0 Time hr:min 12:00 12:05 12:10 12:15 12:20 12:25 12:30 12:35 12:40 12:45 12:50 12:55 13:00 13:05 13:10 13:15 13:20 13:25 13:30 13:35 13:40 13:45 13:50 13:55 14:00 14:05 14:10 14:15 14:20 14:25 Flow cf s 7.7 7.4 5.2 2.8 1. 7 1. 3 1.0 0.9 0.8 0.7 0.7 0.6 0.6 0.5 0.5 0.5 0.4 0.4 0.4 0.4 0.4 0.4 0.3 0.3 0.1 0.2 0.2 0.1 0.2 0.1 Depth of runoff = 5.20 in. File Name -ponderosa Proj. Leader debbie Client godfrey develop Misc. Note -existing runoff Date 09/07/94 Job 94-314 1 Type scs Desc. existing area A Area 1.7 ac. Time of Concent. 10 min. Freq. 25.0 yrs CN 75 Storm Dist Type II Len 24 hrs Precip. 8.80 --------------------------------------------------------------------------------Time hr:min 6:21 6:24 6:27 6:30 6:33 6:36 6:39 6:42 6:45 6:48 6:51 6:54 6:57 7:00 7:03 7:06 7:09 7:12 7:15 7:18 7:21 7:24 7:27 7:30 7:33 7:36 7:39 7:42 7:45 7:48 7:51 7:54 7:57 8:00 8:03 8:06 8:09 8:12 8:15 8:18 8:21 8:24 8:27 8:30 8:33 Flow cf s 0.0 0.0 0.0 0.0 0.0 o.o 0.0 0.0 0.0 o.o 0.0 o.o 0.0 0.0 o.o 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 o.o 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 Time hr:min 8:36 8:39 8:42 8:45 8:48 8:51 8:54 8:57 9:00 9:03 9:06 9:09 9:12 9:15 9:18 9:21 9:24 9:27 9:30 9:33 9:36 9:39 9:42 9:45 9:48 9:51 9:54 9:57 10:00 10:03 10:06 10:09 10:12 10:15 10:18 10:21 10:24 10:27 10:30 10:33 10:36 10:39 10:42 10:45 10:48 Flow cf s 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.3 0.3 0.3 0.3 0.3 0.3 0.4 0.4 0.4 0.4 Time hr:min 10:51 10:54 10:57 11:00 11:03 11:06 11:09 11:12 11:15 11:18 11:21 11:24 11:27 11:30 11:33 11:36 11:39 11:42 11:45 11:48 11:51 11:54 11:57 12:00 12:03 12:06 12:09 12:12 12:15 12:18 12:21 12:24 12:27 12:30 12:33 12:36 12:39 12:42 12:45 12:48 12:51 12:54 12:57 13:00 13:03 Flow cf s 0.4 0.5 0.5 0.5 0.5 0.6 0.6 0.6 0.7 0.7 0.7 0.8 0.8 0.9 0.9 1. 4 2.3 3.2 3.7 4.1 5.5 8.2 10.6 12.0 12.8 11. 4 8.0 5.1 3.7 3.0 2.5 2.1 1.8 1. 6 1. 5 1. 5 1.4 1. 3 1. 3 1. 2 1. 2 1.1 1. 0 1. 0 1. 0 Time hr:min 13:06 13:09 13:12 13:15 13:18 13:21 13:24 13:27 13:30 13:33 13:36 13:39 13:42 13:45 13:48 13:51 13:54 13:57 14:00 14:03 14:06 14:09 14:12 14:15 14:18 14:21 14:24 14:27 14:30 14:33 14:36 14:39 14:42 14:45 14:48 14:51 14:54 14:57 15:00 15:03 15:06 15:09 15:12 15:15 15:18 Continued on next page Flow cf s 0.9 0.9 0.8 0.8 0.8 0.8 0.8 0.7 0.7 0.7 0.7 0.6 0.6 0.6 0.6 0.6 0.6 0.6 0.6 0.6 0.6 0.6 0.6 0.6 0.6 0.6 0.6 0.6 0.6 0.6 0.6 0.6 0.6 0.6 0.6 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 Continued from previous page 15:21 0.5 16:15 0.4 17:09 0.4 18:03 0.3 15:24 0.5 16:18 0.4 17:12 0.4 18:06 0.3 15:27 0.5 16:21 0.4 17:15 0.4 18:09 0.2 15:30 0.5 16:24 0.4 17:18 0.4 18:12 0.1 15:33 0.5 16:27 0.4 17:21 0.4 18:15 0.0 15:36 0.5 16:30 0.4 17:24 0.4 18:18 0.3 15:39 0.5 16:33 0.4 17:27 0.4 18:21 0.2 15:42 0.5 16:36 0.4 17:30 0.3 18:24 0.1 15:45 0.5 16:39 0.4 17:33 0.3 18:27 0.0 15:48 0.5 16:42 0.4 17:36 0.3 18:30 0.3 15:51 0.5 16:45 0.4 17:39 0.3 18:33 0.2 15:54 0.5 16:48 0.4 17:42 0.3 18:36 0.1 15:57 0.5 16:51 0.4 17:45 0.3 18:39 o.o 16:00 0.5 16:54 0.4 17:48 0.3 18:42 0.3 16:03 0.5 16:57 0.4 17:51 0.3 18:45 0.2 16:06 0.5 17:00 0.4 17:54 0.3 18:48 0.1 16:09 0.5 17:03 0.4 17:57 0.3 16:12 0.4 17:06 0.4 18:00 0.3 Volume of runoff = 0.78 ac. ft. Depth of runoff = 5.47 in. File Name -ponderosa Proj. Leader debbie Client godfrey develop Misc. Note -existing runoff Date 09/07/94 Job 94-314 2 Type SCS Desc. existing area B Area 0.3 ac. Time of Concent. 10 min. Storm Dist Type II Time hr:min 6:21 6:24 6:27 6:30 6:33 6:36 6:39 6:42 6:45 6:48 6:51 6:54 6:57 7:00 7:03 7:06 7:09 7:12 7:15 7:18 7:21 7:24 7:27 7:30 7:33 7:36 7:39 7:42 7:45 7:48 7:51 7:54 7:57 8:00 8:03 8:06 8:09 8:12 8:15 8:18 8:21 8:24 8:27 8:30 8:33 Flow cf s 0.0 0.0 o.o 0.0 0.0 0.0 0.0 0.0 o.o 0.0 o.o 0.0 o.o o.o 0.0 0.0 0.0 0.0 0.0 o.o 0.0 o.o 0.0 0.0 0.0 0.0 0.0 0.0 0.0 o.o 0.0 o.o 0.0 o.o 0.0 0.0 o.o 0.0 0.0 0.0 0.0 0.0 o.o o.o 0.0 Time hr:min 8:36 8:39 8:42 8:45 8:48 8:51 8:54 8:57 9:00 9:03 9:06 9:09 9:12 9:15 9:18 9:21 9:24 9:27 9:30 9:33 9:36 9:39 9:42 9:45 9:48 9:51 9:54 9:57 10:00 10:03 10:06 10:09 10:12 10:15 10:18 10:21 10:24 10:27 10:30 10:33 10:36 10:39 10:42 10:45 10:48 Flow cf s 0.0 0.0 o.o 0.0 0.0 0.0 o.o 0.0 0.0 0.0 0.0 0.0 0.0 0.0 o.o 0.0 0.0 0.0 0.0 0.0 0.0 o.o 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 o.o 0.0 o.o 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 Time hr:min 10:51 10:54 10:57 11:00 11:03 11:06 11:09 11:12 11:15 11:18 11:21 11:24 11:27 11:30 11:33 11:36 11:39 11:42 11:45 11:48 11:51 11:54 11:57 12:00 12:03 12:06 12:09 12:12 12:15 12:18 12:21 12:24 12:27 12:30 12:33 12:36 12:39 12:42 12:45 12:48 12:51 12:54 12:57 13:00 13:03 Freq. 25.0 yrs CN 75 Len 24 hrs Precip. 8.80 Flow cf s 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.3 0.4 0.6 0.7 0.7 1. 0 1. 5 1. 9 2.2 T."J 2.1 1.4 0.9 0.7 0.5 0.4 0.4 0.3 0.3 0.3 0.3 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 Time hr:min 13:06 13:09 13:12 13:15 13:18 13:21 13:24 13:27 13:30 13:33 13:36 13:39 13:42 13:45 13:48 13:51 13:54 13:57 14:00 14:03 14:06 14:09 14:12 14:15 14:18 14:21 14:24 14:27 14:30 14:33 14:36 14:39 14:42 14:45 14:48 14:51 14:54 14:57 15:00 15:03 15:06 15:09 15:12 15:15 15:18 Continued on next page Flow cf s 0.2 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 Continued from previous page 15:21 0.1 16:03 0.1 16:45 0.1 17:27 0.1 15:24 0.1 16:06 0.1 16:48 0.1 17:30 0.1 15:27 0.1 16:09 0.1 16:51 0.1 17:33 0.1 15:30 0.1 16:12 0.1 16:54 0.1 17:36 0.1 15:33 0.1 16:15 0.1 16:57 0.1 17:39 0.1 15:36 0.1 16:18 0.1 17:00 0.1 17:42 0.1 15:39 0.1 16:21 0.1 17:03 0.1 17:45 0.1 15:42 0.1 16:24 0.1 17:06 0.1 17:48 0.1 15:45 0.1 16:27 0.1 17:09 0.1 17:51 0.1 15:48 0.1 16:30 0.1 17:12 0.1 17:54 0.1 15:51 0.1 16:33 0.1 17:15 0.1 17:57 0.1 15:54 0.1 16:36 0.1 17:18 0.1 18:00 0.1 15:57 0.1 16:39 0.1 17:21 0.1 18:03 0.1 16:00 0.1 16:42 0.1 17:24 0.1 18:06 0.1 Volume of runoff = 0.14 ac. ft. Depth of runoff = 5.42 in. File Name -ponderosa Proj. Leader debbie Client godfrey develop Misc. Note -existing runoff Date 09/07/94 Job 94-314 3 Type scs Desc. existing area c Area 0.8 ac. Time of Concent. 10 min. Storm Dist Type II Time hr:min 6:21 6:24 6:27 6:30 6:33 6:36 6:39 6:42 6:45 6:48 6:51 6:54 6:57 7:00 7:03 7:06 7:09 7:12 7:15 7:18 7:21 7:24 7:27 7:30 7:33 7:36 7:39 7:42 7:45 7:48 7:51 7:54 7:57 8:00 8:03 8:06 8:09 8:12 8:15 8:18 8:21 8:24 8:27 8:30 8:33 Flow cf s 0.0 0.0 o.o o.o 0.0 0.0 0.0 0.0 o.o 0.0 o.o 0.0 0.0 0.0 0.0 0.0 0.0 0.0 o.o o.o 0.0 o.o o.o 0.0 0.0 0.0 0.0 0.0 0.0 o.o 0.0 0.0 0.0 0.0 0.0 0.0 0.0 o.o 0.0 o.o o.o 0.0 0.0 0.0 0.0 Time hr:min 8:36 8:39 8:42 8:45 8:48 8:51 8:54 8:57 9:00 9:03 9:06 9:09 9:12 9:15 9:18 9:21 9:24 9:27 9:30 9:33 9:36 9:39 9:42 9:45 9:48 9:51 9:54 9:57 10:00 10:03 10:06 10:09 10:12 10:15 10:18 10:21 10:24 10:27 10:30 10:33 10:36 10:39 10:42 10:45 10:48 Flow cf s 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.2 0.2 0.2 Time hr:min 10:51 10:54 10:57 11:00 11:03 11:06 11:09 11:12 11:15 11:18 11:21 11:24 11:27 11:30 11:33 11:36 11:39 11:42 11:45 11:48 11:51 11:54 11:57 12:00 12:03 12:06 12:09 12:12 12:15 12:18 12:21 12:24 12:27 12:30 12:33 12:36 12:39 12:42 12:45 12:48 12:51 12:54 12:57 13:00 13:03 Freq. 25.0 yrs CN 75 Len 24 hrs Precip. 8.80 Flow cf s 0.2 0.2 0.2 0.2 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.4 0.4 0.4 0.4 0.7 1.1 1. 5 1. 7 1. 9 2.6 3.9 5.0 5.7 6.0 5.4 3.8 2.4 1. 7 1. 4 1.2 1. 0 0.8 0.8 0.7 0.7 0.6 0.6 0.6 0.6 0.6 0.5 0.5 0.5 0.5 Time hr:min 13:06 13:09 13:12 13:15 13:18 13:21 13:24 13:27 13:30 13:33 13:36 13:39 13:42 13:45 13:48 13:51 13:54 13:57 14:00 14:03 14:06 14:09 14:12 14:15 14:18 14:21 14:24 14:27 14:30 14:33 14:36 14:39 14:42 14:45 14:48 14:51 14:54 14:57 15:00 15:03 15:06 15:09 15:12 15:15 15:18 Continued on next page Flow cf s 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.2 0.2 0.2 0.2 0.2 Continued from previous page 15:21 0.2 16:15 0.2 17:09 0.2 18:03 0.1 15:24 0.2 16:18 0.2 17:12 0.2 18:06 0.1 15:27 0.2 16:21 0.2 17:15 0.2 18:09 0.1 15:30 0.2 16:24 0.2 17:18 0.2 18:12 0.1 15:33 0.2 16:27 0.2 17:21 0.2 18:15 o.o 15:36 0.2 16:30 0.2 17:24 0.2 18:18 0.1 15:39 0.2 16:33 0.2 17:27 0.2 18:21 0.1 15:42 0.2 16:36 0.2 17:30 0.2 18:24 0.1 15:45 0.2 16:39 0.2 17:33 0.2 18:27 0.0 15:48 0.2 16:42 0.2 17:36 0.2 18:30 0.1 15:51 0.2 16:45 0.2 17:39 0.2 18:33 0.1 15:54 0.2 16:48 0.2 17:42 0.2 18:36 0.1 15:57 0.2 16:51 0.2 17:45 0.2 18:39 o.o 16:00 0.2 16:54 0.2 17:48 0.2 18:42 0.1 16:03 0.2 16:57 0.2 17:51 0.2 18:45 0.1 16:06 0.2 17:00 0.2 17:54 0.1 18:48 o.o 16:09 0.2 17:03 0.2 17:57 0.1 16:12 0.2 17:06 0.2 18:00 0.1 Volume of runoff = 0.37 ac. ft. Depth of runoff = 5.49 in. File Name -ponderosa Proj. Leader debbie Client godfrey develop Misc. Note -existing runoff Date 09/07/94 Job 94-314 4 Type scs Desc. existing area D Area 0.3 ac. Time of Concent. 10 min. Storm Dist Type II Time hr:min 6:21 6:24 6:27 6:30 6:33 6:36 6:39 6:42 6:45 6:48 6:51 6:54 6:57 7:00 7:03 7:06 7:09 7:12 7:15 7:18 7:21 7:24 7:27 7:30 7:33 7:36 7:39 7:42 7:45 7:48 7:51 7:54 7:57 8:00 8:03 8:06 8:09 8:12 8:15 8:18 8:21 8:24 8:27 8:30 8:33 Flow cf s 0.0 0.0 o.o 0.0 0.0 0.0 o.o 0.0 0.0 0.0 0.0 0.0 0.0 0.0 o.o o.o 0.0 0.0 0.0 0.0 0.0 0.0 0.0 o.o 0.0 o.o 0.0 0.0 o.o 0.0 0.0 0.0 o.o 0.0 o.o 0.0 0.0 o.o 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Time hr:min 8:36 8:39 8:42 8:45 8:48 8:51 8:54 8:57 9:00 9:03 9:06 9:09 9:12 9:15 9:18 9:21 9:24 9:27 9:30 9:33 9:36 9:39 9:42 9:45 9:48 9:51 9:54 9:57 10:00 10:03 10:06 10:09 10:12 10:15 10:18 10:21 10:24 10:27 10:30 10:33 10:36 10:39 10:42 10:45 10:48 Flow cf s 0.0 0.0 0.0 0.0 o.o 0.0 o.o 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 o.o 0.0 0.0 o.o o.o 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 -~o. o 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 Time hr:min 10:51 10:54 10:57 11:00 11:03 11:06 11:09 11:12 11:15 11:18 11:21 11:24 11:27 11:30 11:33 11:36 11:39 11:42 11:45 11:48 11:51 11:54 11:57 12:00 12:03 12:06 12:09 12:12 12:15 12:18 12:21 12:24 12:27 12:30 12:33 12:36 12:39 12:42 12:45 12:48 12:51 12:54 12:57 13:00 13:03 Freq. 25.0 yrs CN 75 Len 24 hrs Precip. 8.80 Flow cf s 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.2 0.4 0.6 0.6 0.7 1. 0 1. 4 1. 8 2.1 2......2 2.0 1. 4 0.9 0.6 0.5 0.4 0.4 0.3 0.3 0.3 0.3 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 Time hr:min 13:06 13:09 13:12 13:15 13:18 13:21 13:24 13:27 13:30 13:33 13:36 13:39 13:42 13:45 13:48 13:51 13:54 13:57 14:00 14:03 14:06 14:09 14:12 14:15 14:18 14:21 14:24 14:27 14:30 14:33 14:36 14:39 14:42 14:45 14:48 14:51 14:54 14:57 15:00 15:03 15:06 15:09 15:12 15:15 15:18 Continued on next page Flow cf s 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 Continued from previous page 15:21 0.1 16:03 0.1 16:45 0.1 17:27 0.1 15:24 0.1 16:06 0.1 16:48 0.1 17:30 0.1 15:27 0.1 16:09 0.1 16:51 0.1 17:33 0.1 15:30 0.1 16:12 0.1 16:54 0.1 17:36 0.1 15:33 0.1 16:15 0.1 16:57 0.1 17:39 0.1 15:36 0.1 16:18 0.1 17:00 0.1 17:42 0.1 15:39 0.1 16:21 0.1 17:03 0.1 17:45 0.1 15:42 0.1 16:24 0.1 17:06 0.1 17:48 0.1 15:45 0.1 16:27 0.1 17:09 0.1 17:51 0.1 15:48 0.1 16:30 0.1 17:12 0.1 17:54 0.1 15:51 0.1 16:33 0.1 17:15 0.1 17:57 0.1 15:54 0.1 16:36 0.1 17:18 0.1 18:00 0.1 15:57 0.1 16:39 0.1 17:21 0.1 18:03 0.1 16:00 0.1 16:42 0.1 17:24 0.1 18:06 0.1 Volume of runoff = 0.14 ac. ft. Depth of runoff = 5.45 in. File Name -ponderosa Proj. Leader debbie Client godfrey develop Misc. Note -existing runoff Date 09/07/94 Job 94-314 5 Type SCS Desc. existing area E Area 1.6 ac. Time of Concent. 10 min. Storm Dist Type II Time hr:min 6:21 6:24 6:27 6:30 6:33 6:36 6:39 6:42 6:45 6:48 6:51 6:54 6:57 7:00 7:03 7:06 7:09 7:12 7:15 7:18 7:21 7:24 7:27 7:30 7:33 7:36 7:39 7:42 7:45 7:48 7:51 7:54 7:57 8:00 8:03 8:06 8:09 8:12 8:15 8:18 8:21 8:24 8:27 8:30 8:33 Flow cf s 0.0 o.o 0.0 0.0 o.o 0.0 0.0 0.0 o.o 0.0 0.0 0.0 0.0 0.0 o.o 0.0 0.0 0.0 o.o 0.0 0.0 0.0 0.0 0.0 0.0 o.o 0.0 o.o 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 Time hr:min 8:36 8:39 8:42 8:45 8:48 8:51 8:54 8:57 9:00 9:03 9:06 9:09 9:12 9:15 9:18 9:21 9:24 9:27 9:30 9:33 9:36 9:39 9:42 9:45 9:48 9:51 9:54 9:57 10:00 10:03 10:06 10:09 10:12 10:15 10:18 10:21 10:24 10:27 10:30 10:33 10:36 10:39 10:42 10:45 10:48 Flow cf s 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.3 0.3 0.3 0.3 0.3 0.3 0.4 0.4 0.4 Time hr:min 10:51 10:54 10:57 11:00 11:03 11:06 11:09 11:12 11:15 11:18 11:21 11:24 11:27 11:30 11:33 11:36 11:39 11:42 11:45 11:48 11:51 11:54 11:57 12:00 12:03 12:06 12:09 12:12 12:15 12:18 12:21 12:24 12:27 12:30 12:33 12:36 12:39 12:42 12:45 12:48 12:51 12:54 12:57 13:00 13:03 Freq. 25.0 yrs CN 75 Len 24 hrs Precip. 8.80 Flow cf s 0.4 0.4 0.5 0.5 0.5 0.5 0.6 0.6 0.6 0.6 0.7 0.7 0.8 0.8 0.9 1. 3 2.2 2.9 3.4 3.8 5.1 7.6 9.8 11.1 l..L...8 10.6 7.4 4.7 3.4 2.7 2.3 1. 9 1. 6 1. 5 1.4 1. 3 1. 3 1.2 1.2 1.1 1.1 1. 0 1. 0 0.9 0.9 Time hr:min 13:06 13:09 13:12 13:15 13:18 13:21 13:24 13:27 13:30 13:33 13:36 13:39 13:42 13:45 13:48 13:51 13:54 13:57 14:00 14:03 14:06 14:09 14:12 14:15 14:18 14:21 14:24 14:27 14:30 14:33 14:36 14:39 14:42 14:45 14:48 14:51 14:54 14:57 15:00 15:03 15:06 15:09 15:12 15:15 15:18 Continued on next page Flow cf s 0.9 0.8 0.8 0.8 0.8 0.7 0.7 0.7 0.7 0.7 0.6 0.6 0.6 0.6 0.6 0.6 0.6 0.6 0.6 0.6 0.6 0.6 0.6 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 Continued from previous page 15:21 0.5 16:15 0.4 17:09 0.3 18:03 0.3 15:24 0.5 16:18 0.4 17:12 0.3 18:06 0.3 15:27 0.5 16:21 0.4 17:15 0.3 18:09 0.2 15:30 0.5 16:24 0.4 17:18 0.3 18:12 0.1 15:33 0.5 16:27 0.4 17:21 0.3 18:15 0.0 15:36 0.5 16: 30 0.4 17:24 0.3 18:18 0.3 15:39 0.5 16:33 0.4 17:27 0.3 18:21 0.2 15:42 0.4 16:36 0.4 17:30 0.3 18:24 0.1 15:45 0.4 16:39 0.4 17:33 0.3 18:27 0.0 15:48 0.4 16:42 0.4 17:36 0.3 18:30 0.2 15:51 0.4 16:45 0.4 17:39 0.3 18:33 0.2 15:54 0.4 16:48 0.4 17:42 0.3 18:36 0.1 15:57 0.4 16:51 0.4 17:45 0.3 18:39 o.o 16:00 0.4 16:54 0.4 17:48 0.3 18:42 0.2 16:03 0.4 16:57 0.4 17:51 0.3 18:45 0.2 16:06 0.4 17:00 0.4 17:54 0.3 18:48 0.1 16:09 0.4 17:03 0.4 17:57 0.3 16:12 0.4 17:06 0.3 18:00 0.3 Volume of runoff = 0.73 ac. ft. Depth of runoff = 5.47 in. File Name -ponderosa Proj. Leader debbie Client godfrey develop Misc. Note -existing runoff Date 09/07/94 Job 94-314 6 Type SCS Desc. developed area A Area 1.7 ac. Time of Concent. 10 min. Storm Dist Type II Time hr:min 1:42 1:45 1:48 1:51 1:54 1:57 2:00 2:03 2:06 2:09 2:12 2:15 2:18 2:21 2:24 2:27 2:30 2:33 2:36 2:39 2:42 2:45 2:48 2:51 2:54 2:57 3:00 3:03 3:06 3:09 3:12 3:15 3:18 3:21 3:24 3:27 3:30 3:33 3:36 3:39 3:42 3:45 3:48 3:51 3:54 Flow cfs 0.0 0.0 o.o 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 o.o 0.0 0.0 0.0 0.0 o.o 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 Time hr:min 3:57 4:00 4:03 4:06 4:09 4:12 4:15 4:18 4:21 4:24 4:27 4:30 4:33 4:36 4:39 4:42 4:45 4:48 4:51 4:54 4:57 5:00 5:03 5:06 5:09 5:12 5:15 5:18 5:21 5:24 5:27 5:30 5:33 5:36 5:39 5:42 5:45 5:48 5:51 5:54 5:57 6:00 6:03 6:06 6:09 Flow cfs 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 Time hr:min 6:12 6:15 6:18 6:21 6:24 6:27 6:30 6:33 6:36 6:39 6:42 6:45 6:48 6:51 6:54 6:57 7:00 7:03 7:06 7:09 7:12 7:15 7:18 7:21 7:24 7:27 7:30 7:33 7:36 7:39 7:42 7:45 7:48 7:51 7:54 7:57 8:00 8:03 8:06 8:09 8:12 8:15 8:18 8:21 8:24 Freq. 25.0 yrs CN 94 Len 24 hrs Precip. 8.80 Flow cf s 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 Time hr:min 8:27 8:30 8:33 8:36 8:39 8:42 8:45 8:48 8:51 8:54 8:57 9:00 9:03 9:06 9:09 9:12 9:15 9:18 9:21 9:24 9:27 9:30 9:33 9:36 9:39 9:42 9:45 9:48 9:51 9:54 9:57 10:00 10:03 10:06 10:09 10:12 10:15 10:18 10:21 10:24 10:27 10:30 10:33 10:36 10:39 Continued on next page Flow cf s 0.3 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.6 0.6 0.6 0.6 0.7 0.7 0.7 0.8 Continued from previous page 10:42 0.8 11:36 2.3 12:30 1. 8 13:24 0.8 10:45 0.8 11:39 3.8 12:33 1. 8 13:27 0.8 10:48 0.8 11:42 5.0 12:36 1. 7 13:30 0.8 10:51 0.9 11:45 5.6 12:39 1. 6 13:33 0.8 10:54 0.9 11:48 6.0 12:42 1. 5 13:36 0.8 10:57 1. 0 11:51 7.8 12:45 1.4 13:39 0.8 11:00 1. 0 11:54 11. 2 12:48 1. 4 13:42 0.3 11:03 1. 0 11:57 13.9 12:51 1. 3 13:45 0.1 11:06 1.1 12:00 15.3 12:54 1. 2 13:48 0.7 11:09 1.1 12:03 15.8 12:57 1. 2 13:51 0.5 11:12 1.2 12:06 13.9 13:00 1.1 13:54 0.3 11:15 1. 2 12:09 9.6 13:03 1.1 13:57 0.1 11:18 1. 2 12:12 6.1 13:06 1.1 14:00 0.7 11:21 1. 3 12:15 4.3 13:09 1. 0 14:03 0.5 11:24 1. 4 12:18 3.5 13:12 0.9 14:06 0.3 11:27 1. 4 12:21 2.9 13:15 0.8 14:09 0.1 11:30 1. 5 12:24 2.4 13:18 0.8 11:33 1. 6 12:27 2.0 13:21 0.8 Volume of runoff = 0.93 ac. ft. Depth of runoff = 6.46 in. File Name -ponderosa .Proj. Leader debbie Client godfrey develop Misc. Note -existing runoff Date 09/07/94 Job 94-314 7 Type SCS Desc. developed area B Area 0.3 ac. Time of Concent. 10 min. Storm Dist Type II Time hr:min 0:42 0:45 0:48 0:51 0:54 0:57 1:00 1:03 1:06 1:09 1:12 1:15 1:18 1:21 1:24 1:27 1:30 1:33 1:36 1:39 1:42 1:45 1:48 1:51 1:54 1:57 2:00 2:03 2:06 2:09 2:12 2:15 2:18 2:21 2:24 2:27 2:30 2:33 2:36 2:39 2:42 2:45 2:48 2:51 2:54 Flow cf s o.o 0.0 0.0 0.0 0.0 0.0 o.o o.o 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 o.o o.o 0.0 0.0 0.0 0.0 o.o 0.0 o.o o.o 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 o.o 0.0 0.0 o.o 0.0 0.0 0.0 o.o 0.0 0.0 Time hr:min 2:57 3:00 3:03 3:06 3:09 3:12 3:15 3:18 3:21 3:24 3:27 3:30 3:33 3:36 3:39 3:42 3:45 3:48 3:51 3:54 3:57 4:00 4:03 4:06 4:09 4:12 4:15 4:18 4:21 4:24 4:27 4:30 4:33 4:36 4:39 4:42 4:45 4:48 4:51 4:54 4:57 5:00 5:03 5:06 5:09 Flow cf s 0.0 o.o 0.0 0.0 0.0 0.0 0.0 o.o 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 o.o o.o 0.0 o.o 0.0 o.o 0.0 0.0 0.0 Time hr:min 5:12 5:15 5:18 5:21 5:24 5:27 5:30 5:33 5:36 5:39 5:42 5:45 5:48 5:51 5:54 5:57 6:00 6:03 6:06 6:09 6:12 6:15 6:18 6:21 6:24 6:27 6:30 6:33 6:36 6:39 6:42 6:45 6:48 6:51 6:54 6:57 7:00 7:03 7:06 7:09 7:12 7:15 7:18 7:21 7:24 Freq. 25.0 yrs CN 98 Len 24 hrs Precip. 8.80 Flow cf s 0.0 0.0 0.0 0.0 0.0 0.0 o.o 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 o.o 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 Time hr:min 7:27 7:30 7:33 7:36 7:39 7:42 7:45 7:48 7:51 7:54 7:57 8:00 8:03 8:06 8:09 8:12 8:15 8:18 8:21 8 :·24 8:27 8:30 8:33 8:36 8:39 8:42 8:45 8:48 8:51 8:54 8:57 9:00 9:03 9:06 9:09 9:12 9:15 9:18 9:21 9:24 9:27 9:30 9:33 9:36 9:39 continued on next page Flow cf s 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 Continued from previous page 9:42 0.1 10:36 0.1 11: 30 0.3 12:24 0.4 9:45 0.1 10:39 0.1 11:33 0.3 12:27 0.2 9:48 0.1 10:42 0.2 11:36 0.4 12:30 0.2 9:51 0.1 10:45 0.2 11:39 0.7 12:33 0.2 9:54 0.1 10:48 0.2 11:42 0.9 12:36 0.2 9:57 0.1 10:51 0.2 11:45 1. 0 12:39 0.2 10:00 0.1 10:54 0.2 11:48 1.1 12:42 0.2 10:03 0.1 10:57 0.2 11:51 1. 5 12:45 0.2 10:06 0.1 11:00 0.2 11:54 2.1 12:48 0.2 10:09 0.1 11:03 0.2 11:57 2.6 12:51 0.2 10:12 0.1 11:06 0.2 12:00 2.8 12:54 0.1 10:15 0.1 11:09 0.2 12:03 2.9 12:57 o.o 10:18 0.1 11:12 0.2 12:06 2.5 13:00 0.1 10:21 0.1 11:15 0.2 12:09 1. 7 13:03 0.1 10:24 0.1 11:18 0.2 12:12 1.1 13:06 0.1 10:27 0.1 11:21 0.2 12:15 0.8 13:09 o.o 10:30 0.1 11:24 0.3 12:18 0.6 10:33 0.1 11:27 0.3 12:21 0.5 Volume of runoff = 0.16 ac. ft. Depth of runoff = 6.19 in. File Name -ponderosa Proj. Leader debbie Client godfrey develop Misc. Note -existing runoff Date 09/07/94 Job 94-314 8 Type SCS Desc. developed area C Area 0.8 ac. Time of Concent. 10 min. Storm Dist Type II Time hr:min 1:42 1:45 1:48 1:51 1:54 1:57 2:00 2:03 2:06 2:09 2:12 2:15 2:18 2:21 2:24 2:27 2:30 2:33 2:36 2:39 2:42 2:45 2:48 2:51 2:54 2:57 3:00 3:03 3:06 3:09 3:12 3:15 3:18 3:21 3:24 3:27 3:30 3:33 3:36 3:39 3:42 3:45 3:48 3:51 3:54 Flow cf s o.o 0.0 0.0 o.o o.o 0.0 0.0 o.o 0.0 0.0 o.o o.o o.o o.o 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 o.o 0.0 o.o 0.0 0.0 0.0 0.0 0.0 0.0 0.0 o.o 0.0 o.o 0.0 o.o 0.0 0.0 o.o 0.0 o.o 0.0 0.0 Time hr:min 3:57 4:00 4:03 4:06 4:09 4:12 4:15 4:18 4:21 4:24 4:27 4:30 4:33 4:36 4:39 4:42 4:45 4:48 4:51 4:54 4:57 5:00 5:03 5:06 5:09 5:12 5:15 5:18 5:21 5:24 5:27 5:30 5:33 5:36 5:39 5:42 5:45 5:48 5:51 5:54 5:57 6:00 6:03 6:06 6:09 Flow cfs 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 Time hr:min 6:12 6:15 6:18 6:21 6:24 6:27 6:30 6:33 6:36 6:39 6:42 6:45 6:48 6:51 6:54 6:57 7:00 7:03 7:06 7:09 7:12 7:15 7:18 7:21 7:24 7:27 7:30 7:33 7:36 7:39 7:42 7:45 7:48 7:51 7:54 7:57 8:00 8:03 8:06 8:09 8:12 8:15 8:18 8:21 8:24 Freq. 25.0 yrs CN 94 Len 24 hrs Precip. 8.80 Flow cf s 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 Time hr:min 8:27 8:30 8:33 8:36 8:39 8:42 8:45 8:48 8:51 8:54 8:57 9:00 9:03 9:06 9:09 9:12 9:15 9:18 9:21 9:24 9:27 9:30 9:33 9:36 9:39 9:42 9:45 9:48 9:51 9:54 9:57 10:00 10:03 10:06 10:09 10:12 10:15 10:18 10: 21 10:24 10:27 10:30 10:33 10:36 10:39 Continued on next page Flow cf s 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.4 Continued from previous page 10:42 0.4 11:36 1.1 12:30 0.9 13:24 0.4 10:45 0.4 11:39 1. 8 12:33 0.8 13:27 0.4 10:48 0.4 11:42 2.3 12:36 0.8 13:30 0.4 10:51 0.4 11:45 2.6 12:39 0.7 13:33 0.4 10:54 0.4 11:48 2.8 12:42 0.7 13:36 0.4 10:57 0.5 11:51 3.7 12:45 0.7 13:39 0.4 11:00 0.5 11:54 5.3 12:48 0.7 13:42 0.1 11:03 0.5 11:57 6.6 12:51 0.6 13:45 0.1 11:06 0.5 12:00 7.2 12:54 0.6 13:48 0.3 11:09 0.5 12:03 7.4 12:57 0.6 13:51 0.2 11:12 0.5 12:06 6.5 13:00 0.5 13:54 0.1 11:15 0.6 12:09 4.5 13:03 0.5 13:57 o.o 11:18 0.6 12:12 2.9 13:06 0.5 14:00 0.3 11:21 0.6 12:15 2.0 13:09 0.5 14:03 0.2 11:24 0.6 12:18 1. 6 13:12 0.4 14:06 0.1 11:27 0.7 12:21 1. 4 13:15 0.4 14:09 o.o 11:30 0.7 12:24 1.1 13:18 0.4 11:33 0.7 12:27 1. 0 13:21 0.4 Volume of runoff = 0.43 ac. ft. Depth of runoff = 6.43 in. File Name -ponderosa Proj. Leader debbie Client godfrey develop Misc. Note -existing runoff Date 09/07/94 Job 94-314 9 Type SCS Desc. developed area D Area 0.3 ac. Time of Concent. 10 min. Storm Dist Type II Time hr:min 1:42 1:45 1:48 1:51 1:54 1:57 2:00 2:03 2:06 2:09 2:12 2:15 2:18 2:21 2:24 2:27 2:30 2:33 2:36 2:39 2:42 2:45 2:48 2:51 2:54 2:57 3:00 3:03 3:06 3:09 3:12 3:15 3:18 3:21 3:24 3:27 3:30 3:33 3:36 3:39 3:42 3:45 3:48 3:51 3:54 Flow cf s 0.0 0.0 0.0 o.o 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 o.o 0.0 o.o 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 o.o o.o o.o 0.0 0.0 0.0 0.0 0.0 0.0 o.o 0.0 o.o 0.0 o.o o.o 0.0 0.0 Time hr:min 3:57 4:00 4:03 4:06 4:09 4:12 4:15 4:18 4:21 4:24 4:27 4:30 4:33 4:36 4:39 4:42 4:45 4:48 4:51 4:54 4:57 5:00 5:03 5:06 5:09 5:12 5:15 5:18 5:21 5:24 5:27 5:30 5:33 5:36 5:39 5:42 5:45 5:48 5:51 5:54 5:57 6:00 6:03 6:06 6:09 Flow cf s 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 o.o 0.0 0.0 0.0 0.0 0.0 0.0 o.o o.o 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 o.o 0.0 0.0 o.o 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Time hr:min 6:12 6:15 6:18 6:21 6:24 6:27 6:30 6:33 6:36 6:39 6:42 6:45 6:48 6:51 6:54 6:57 7:00 7:03 7:06 7:09 7:12 7:15 7:18 7:21 7:24 7:27 7:30 7:33 7:36 7:39 7:42 7:45 7:48 7:51 7:54 7:57 8:00 8:03 8:06 8:09 8:12 8:15 8:18 8:21 8:24 Freq. 25.0 yrs CN 94 Len 24 hrs Precip. 8.80 Flow cf s 0.0 0.0 0.0 o.o 0.0 0.0 o.o 0.0 0.0 o.o 0.0 0.0 0.0 o.o 0.0 0.0 0.0 0.0 o.o o.o 0.0 o.o 0.0 0.0 0.0 o.o 0.0 o.o 0.0 o.o o.o 0.0 0.0 0.0 0.0 0.0 0.0 o.o 0.0 o.o 0.1 0.1 0.1 0.1 0.1 Time hr:min 8:27 8:30 8:33 8:36 8:39 8:42 8:45 8:48 8:51 8:54 8:57 9:00 9:03 9:06 9:09 9:12 9:15 9:18 9:21 9:24 9:27 9:30 9:33 9:36 9:39 9:42 9:45 9:48 9:51 9:54 9:57 10:00 10:03 10:06 10:09 10:12 10:15 10:18 10:21 10:24 10:27 10:30 10:33 10:36 10:39 Continued on next page Flow cf s 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 -------------------- Continued from previous page 10:42 0.1 11:33 0.3 12:24 0.4 13:15 0.1 10:45 0.1 11:36 0.4 12:27 0.4 13:18 0.1 10:48 0.1 11:39 0.7 12:30 0.3 13:21 0.1 10:51 0.2 11:42 0.9 12:33 0.3 13:24 0.1 10:54 0.2 11:45 1. 0 12:36 0.3 13:27 0.1 10:57 0.2 11:48 1. 0 12:39 0.3 13:30 0.1 11:00 0.2 11:51 1. 4 12:42 0.3 13:33 0.1 11:03 0.2 11:54 2.0 12:45 0.2 13:36 0.1 11:06 0.2 11:57 2.4 12:48 0.2 13:39 0.1 11:09 0.2 12:00 2.7 12:51 0.2 13:42 0.1 11:12 0.2 12:03 2.8 12:54 0.2 13:45 o.o 11:15 0.2 12:06 2.4 12:57 0.2 13:48 0.1 11:18 0.2 12:09 1. 7 13:00 0.2 13:51 0.1 11:21 0.2 12:12 1.1 13:03 0.2 13:54 0.0 11:24 0.2 12:15 0.8 13:06 0.2 13:57 0.0 11:27 0.3 12:18 0.6 13:09 0.2 14:00 0.1 11:30 0.3 12:21 0.5 13:12 0.2 14:03 0.1 Volume of runoff = 0.15 ac. ft. Depth of runoff = 6.07 in. File Name -ponderosa Proj. Leader debbie Client godfrey develop Misc. Note -existing runoff Date 09/07/94 Job 94-314 10 Type SCS Desc. developed area E Area 1.6 ac. Time of Concent. 10 min. Storm Dist Type II Time hr:min 1:42 1:45 1:48 1:51 1:54 1:57 2:00 2:03 2:06 2:09 2:12 2:15 2:18 2:21 2:24 2:27 2:30 2:33 2:36 2:39 2:42 2:45 2:48 2:51 2:54 2:57 3:00 3:03 3:06 3:09 3:12 3:15 3:18 3:21 3:24 3:27 3:30 3:33 3:36 3:39 3:42 3:45 3:48 3:51 3:54 Flow cfs o.o o.o 0.0 o.o 0.0 0.0 o.o o.o 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 Time hr:min 3:57 4:00 4:03 4:06 4:09 4: 12 4:15 4:18 4:21 4:24 4:27 4:30 4:33 4:36 4:39 4:42 4:45 4:48 4:51 4:54 4:57 5:00 5:03 5:06 5:09 5:12 5:15 5:18 5:21 5:24 5:27 5:30 5:33 5:36 5:39 5:42 5:45 5:48 5:51 5:54 5:57 6:00 6:03 6:06 6:09 Flow cf s 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 Time hr:min 6:12 6:15 6:18 6:21 6:24 6:27 6:30 6:33 6:36 6:39 6:42 6:45 6:48 6:51 6:54 6:57 7:00 7:03 7:06 7:09 7:12 7:15 7:18 7:21 7:24 7:27 7:30 7:33 7:36 7:39 7:42 7:45 7:48 7:51 7:54 7:57 8:00 8:03 8:06 8:09 8:12 8:15 8:18 8:21 8:24 Freq. 25.0 yrs CN 94 Len 24 hrs Precip. 8.80 Flow cf s 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.3 0.3 0.3 0.3 0.3 0.3 Time hr:min 8:27 8:30 8:33 8:36 8:39 8:42 8:45 8:48 8:51 8:54 8:57 9:00 9:03 9:06 9:09 9:12 9:15 9:18 9:21 9:24 9:27 9:30 9:33 9:36 9:39 9:42 9:45 9:48 9:51 9:54 9:57 10:00 10:03 10:06 10:09 10:12 10:15 10:18 10:21 10:24 10:27 10:30 10:33 10:36 10:39 Continued on next page Flow cf s 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.6 0.6 0.6 0.6 0.6 0.7 Continued from previous page 10:42 0.7 11:36 2.1 12:30 1. 7 13:24 0.7 10:45 0.8 11:39 3.5 12:33 1. 6 13:27 0.7 10:48 0.8 11:42 4.6 12:36 1. 5 13:30 0.7 10:51 0.8 11:45 5.2 12:39 1.4 13:33 0.7 10:54 0.9 11:48 5.5 12:42 1. 4 13:36 0.7 10:57 0.9 11:51 7.2 12:45 1. 3 13:39 0.7 11:00 0.9 11:54 10.3 12:48 1. 3 13:42 0.3 11:03 0.9 11:57 12.9 12:51 1. 2 13:45 0.1 11:06 1. 0 12:00 14.2 12:54 1. 2 13:48 0.6 11:09 1. 0 12:03 14.6 12:57 1.1 13:51 0.4 11:12 1.1 12:06 12.8 13:00 1. 0 13:54 0.3 11:15 1.1 12:09 8.9 13:03 1. 0 13:57 0.1 11:18 1.1 12:12 5.6 13:06 1. 0 14:00 0.6 11:21 1. 2 12:15 4.0 13:09 0.9 14:03 0.4 11:24 1. 3 12:18 3.2 13: 12 0.8 14:06 0.2 11:27 1. 3 12:21 2.7 13:15 0.7 14:09 0.1 11:30 1.4 12:24 2.2 13:18 0.7 11:33 1.4 12:27 1. 9 13: 21 0.7 Volume of runoff = 0.85 ac. ft. Depth of runoff = 6.40 in. File Name -ponderosa Proj. Leader debbie Client godfrey develop Misc. Note -existing runoff Date 09/07/94 Job 94-314 11 Type scs Desc. EXISTING A+B (25 YR) Area 2.0 ac. Time of Concent. 10 min. Freq. 25.0 yrs CN 75 Len 24 hrs Precip. 8.80 Storm Dist Type II Time hr:min 7:37 7:41 7:45 7:49 7:53 7:57 8:01 8:05 8:09 8:13 8:17 8:21 8:25 8:29 8:33 8:37 8:41 8:45 8:49 8:53 8:57 9:01 9:05 9:09 9:13 9:17 9:21 9:25 9:29 9:33 9:37 9:41 9:45 9:49 9:53 9:57 10:01 10:05 10:09 10:13 10:17 10:21 Flow cf s o.o 0.0 o.o 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 Time hr:min 10:25 10:29 10:33 10:37 10:41 10:45 10:49 10:53 10:57 11:01 11:05 11:09 11:13 11:17 11:21 11:25 11:29 11:33 11:37 11:41 11:45 11:49 11:53 11:57 12:01 12:05 12:09 12:13 12:17 12:21 12:25 12:29 12:33 12:37 12:41 12:45 12:49 12:53 12:57 13:01 13:05 13:09 Volume of runoff = Flow cf s 0.3 0.3 0.4 0.4 0.4 0.5 0.5 0.5 0.5 0.6 0.6 0.7 0.7 0.7 0.8 0.9 1. 0 1. 3 2.1 3.3 4.3 5.8 8.6 12.0 14.0 13.3 9.6 5.8 3.9 2.9 2.3 2.0 1.8 1. 7 -~1. 5 1. 4 1. 4 1. 3 1. 2 1.1 1.1 1. 0 0.90 ac. ft. Time hr:min 13:13 13:17 13:21 13:25 13:29 13:33 13:37 13:41 13:45 13:49 13:53 13:57 14:01 14:05 14:09 14:13 14:17 14: 21 14:25 14:29 14:33 14:37 14:41 14:45 14:49 14:53 14:57 15:01 15:05 15:09 15:13 15:17 15:21 15:25 15:29 15:33 15:37 15:41 15:45 15:49 15:53 15:57 Flow cf s 0.9 0.9 0.8 0.8 0.8 0.7 0.7 0.7 0.7 0.7 0.7 0.7 0.7 0.7 0.7 0.7 0.7 0.7 0.7 0.7 0.7 0.7 0.7 0.6 0.6 0.6 0.6 0.6 0.6 0.6 0.6 0.6 0.6 0.6 0.6 0.6 0.6 0.6 0.6 0.6 0.6 0.6 Time hr:min 16:01 16:05 16:09 16:13 16:17 16:21 16:25 16:29 16:33 16:37 16:41 16:45 16:49 16:53 16:57 17:01 17:05 17:09 17:13 17:17 17:21 17:25 17:29 17:33 17:37 17:41 17:45 17:49 17:53 17:57 18:01 18:05 18:09 18:13 18:17 18:21 18:25 18:29 18:33 18:37 18:41 18:45 Flow cf s 0.6 0.6 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.3 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 Depth of runoff = 5.35 in. File Name -ponderosa Proj. Leader debbie Client godfrey develop Misc. Note -existing runoff Date 09/07/94 Job 94-314 15 Type SCS Desc. DEVELOPED A+B (25 YR) Area 2.0 ac. Time of Concent. 10 min. Freq. 25.0 yrs CN 94 Len 24 hrs Precip. 8.80 Storm Dist Type II Time hr:min 2:22 2:27 2:32 2:37 2:42 2:47 2:52 2:57 3:02 3:07 3:12 3:17 3:22 3:27 3:32 3:37 3:42 3:47 3:52 3:57 4:02 4:07 4:12 4:17 4:22 4:27 4:32 4:37 4:42 4:47 4:52 4:57 5:02 5:07 5:12 5:17 Flow cf s 0.0 0.0 o.o 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.2 0.2 0.2 Time hr:min 5:22 5:27 5:32 5:37 5:42 5:47 5:52 5:57 6:02 6:07 6:12 6:17 6:22 6:27 6:32 6:37 6:42 6:47 6:52 6:57 7:02 7:07 7:12 7:17 7:22 7:27 7:32 7:37 7:42 7:47 7:52 7:57 8:02 8:07 8:12 8:17 Volume of runoff = Flow cf s 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.4 0.4 0.4 0.4 0.4 1. 07 ac. ft. Time hr:min 8:22 8:27 8:32 8:37 8:42 8:47 8:52 8:57 9:02 9:07 9:12 9:17 9:22 9:27 9:32 9:37 9:42 9:47 9:52 9:57 10:02 10:07 10:12 10:17 10:22 10:27 10:32 10:37 10:42 10:47 10:52 10:57 11:02 11:07 11:12 11:17 Flow cf s 0.4 0.4 0.4 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.6 0.6 0.6 0.6 0.6 0.6 0.6 0.6 0.7 0.7 0.8 0.9 1. 0 1. 0 1.1 1. 2 1. 2 1. 3 1.4 Time hr:min 11:22 11:27 11:32 11:37 11:42 11:47 11:52 11:57 12:02 12:07 12:12 12:17 12:22 12:27 12:32 12:37 12:42 12:47 12:52 12:57 13:02 13:07 13:12 13:17 13:22 13:27 13:32 13:37 13:42 13:47 13:52 13:57 14:02 14:07 14:12 14:17 Flow cf s 1.5 1. 7 2.1 3.5 5.5 7.5 11. 0 15.6 17.3 14.0 8.3 4.6 3.2 2.4 2.0 1.8 1. 7 1.5 1.4 1. 2 1.1 1. 0 0.9 0.8 0.8 0.8 0.8 0.7 0.4 0.4 0.4 0.3 0.4 0.2 0.0 o.o Depth of runoff = 6.31 in. --------------------------------------------------------------------------------File Name -ponderosa Proj. Leader debbie Client godfrey develop Misc. Note -existing runoff Date 09/07/94 Job 94-314 17 Type SCS Desc. EXISTING C+D (25 YR) .Area 1.1 ac. Time of Concent. 10 min. Freq. 25.0 yrs CN 75 Len 24 hrs Precip. 8.80 Storm Dist Type II Time hr:min 8:33 8:37 8:41 8:45 8:49 8:53 8:57 9:01 9:05 9:09 9:13 9:17 9:21 9:25 9:29 9:33 9:37 9:41 9:45 9:49 9:53 9:57 10:01 10:05 10:09 10:13 10:17 10:21 10:25 10:29 10:33 10:37 10:41 10:45 10:49 10:53 10:57 Flow cf s 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.3 0.3 0.3 0.3 0.3 Time hr:min 11:01 11:05 11:09 11:13 11:17 11:21 11:25 11:29 11:33 11:37 11:41 11:45 11:49 11:53 11:57 12:01 12:05 12:09 12:13 12:17 12:21 12:25 12:29 12:33 -12:37 12:41 12:45 12:49 12:53 12:57 13:01 13:05 13:09 13:13 13:17 13:21 13:25 Volume of runoff = Flow cf s 0.3 0.3 0.4 0.4 0.4 0.4 0.4 0.5 0.7 1.1 1. 8 2.3 3.1 4.7 6.5 _]__._Q_ 7.2 5.2 3.1 2.1 1. 6 1. 3 1.1 1. 0 0.9 0.8 0.8 0.7 0.7 0.7 0.6 0.6 0.5 0.5 0.5 0.4 0.4 0.49 ac. ft. Time hr:min 13:29 13:33 13:37 13:41 13:45 13:49 13:53 13:57 14:01 14:05 14:09 14:13 14:17 14:21 14:25 14:29 14:33 14:37 14:41 14:45 14:49 14:53 14:57 15:01 15:05 15:09 15:13 15:17 15:21 15:25 15:29 15:33 15:37 15:41 15:45 15:49 15:53 Flow cfs 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 Time hr:min 15:57 16:01 16:05 16:09 16:13 16:17 16:21 16:25 16:29 16:33 16:37 16:41 16:45 16:49 16:53 16:57 17:01 17:05 17:09 17:13 17:17 17:21 17:25 17:29 17:33 17:37 17:41 17:45 17:49 17:53 17:57 18:01 18:05 18:09 18:13 18:17 18:21 Flow cf s 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.2 0.2 0.2 0.2 0.1 0.1 0.0 0.0 0.0 Depth of runoff = 5.30 in. File Name -ponderosa Proj. Leader debbie Client godfrey develop Misc. Note -existing runoff Date 09/07/94 Job 94-314 , 18 Type SCS Desc. DEVELOPED C+D (25 YR) Area 1.1 ac. Time of Concent. 10 min. Freq. 25.0 yrs CN 94 Len 24 hrs Precip. 8.80 Storm Dist Type II Time hr:min 3:47 3:52 3:57 4:02 4:07 4:12 4:17 4:22 4:27 4:32 4:37 4:42 4:47 4:52 4:57 5:02 5:07 5:12 5:17 5:22 5:27 5:32 5:37 5:42 5:47 5:52 5:57 6:02 6:07 6:12 6:17 6:22 Flow cf s 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 Time hr:min 6:27 6:32 6:37 6:42 6:47 6:52 6:57 7:02 7:07 7:12 7:17 7:22 7:27 7:32 7:37 7:42 7:47 7:52 7:57 8:02 8:07 8:12 8:17 8:22 8:27 8:32 8:37 8:42 8:47 8:52 8:57 9:02 Volume of runoff = Flow cf s 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.2 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.57 ac. ft. 'IT.:.11 ........................................ ~~~~~----------~~~~-Time hr:min 9:07 9:12 9:17 9:22 9:27 9:32 9:37 9:42 9:47 9:52 9:57 10:02 10:07 10:12 10:17 10:22 10:27 10:32 10:37 10:42 10:47 10:52 10:57 11:02 11:07 11:12 11:17 11:22 11:27 11:32 11:37 11:42 Flow cfs 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.4 0.4 0.4 0.4 0.4 0.4 0.5 0.5 0.6 0.7 0.7 0.7 0.7 0.8 0.9 1.1 1. 9 3.0 Time hr:min 11:47 11:52 11:57 12:02 12:07 12:12 12:17 12:22 12:27 12:32 12:37 12:42 12:47 12:52 12:57 13:02 13:07 13:12 13:17 13:22 13:27 13:32 13:37 13:42 13:47 13:52 13:57 14:02 14:07 14:12 14:17 14:22 Flow cf s 4.0 6.0 8.5 9.4 7.6 4.5 2.5 1.8 1. 3 1.1 1. 0 0.9 0.8 0.8 0.7 0.7 0.6 0.6 0.5 0.5 0.5 0.5 0.4 0.3 0.2 0.2 0.1 0.2 0.1 o.o 0.0 0.0 Depth of runoff = 6.16 in. File Name -ponderosa Proj. Leader debbie Client godfrey develop Misc. Note -existing runoff Date 09/07/94 Job 94-314 1 Type scs Desc. existing area A Area 1.7 ac. Time of Concent. 10 min. Storm Dist Type II Time hr:min 5:57 6:00 6:03 6:06 6:09 6:12 6:15 6:18 6:21 6:24 6:27 6:30 6:33 6:36 6:39 6:42 6:45 6:48 6:51 6:54 6:57 7:00 7:03 7:06 7:09 7:12 7:15 7:18 7:21 7:24 7:27 7:30 7:33 7:36 7:39 7:42 7:45 7:48 7:51 7:54 7:57 8:00 8:03 8:06 8:09 Flow cf s 0.0 0.0 0.0 0.0 o.o 0.0 o.o 0.0 0.0 o.o 0.0 0.0 o.o 0.0 0.0 0.0 o.o 0.0 o.o o.o o.o 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 Time hr:min 8:12 8:15 8:18 8:21 8:24 8:27 8:30 8:33 8:36 8:39 8:42 8:45 8:48 8:51 8:54 8:57 9:00 9:03 9:06 9:09 9:12 9:15 9:18 9:21 9:24 9:27 9:30 9:33 9:36 9:39 9:42 9:45 9:48 9:51 9:54 9:57 10:00 10:03 10:06 10:09 10:12 10:15 10:18 10:21 10:24 Flow cf s 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 Time hr:min 10:27 10:30 10:33 10:36 10:39 10:42 10:45 10:48 10:51 10:54 10:57 11:00 11:03 11:06 11:09 11:12 11:15 11:18 11:21 11:24 11:27 11:30 11:33 11:36 11:39 11:42 11:45 11:48 11:51 11:54 11:57 12:00 12:03 12:06 12:09 12:12 12:15 12:18 12:21 12:24 12:27 12:30 12:33 12:36 12:39 Freq. 50.0 yrs CN 75 Len 24 hrs Precip. 9.80 Flow cf s 0.4 0.4 0.4 0.4 0.4 0.5 0.5 0.5 0.5 0.6 0.6 0.6 0.7 0.7 0.7 0.8 0.8 0.8 0.9 0.9 1. 0 1. 0 1.1 1. 6 2.7 3.7 4.3 4.7 6.2 9.3 12.1 13.8 lL..1 13.4 9.6 6.1 4.3 3.4 2.9 2.4 2.0 1.8 1. 7 1. 7 1. 6 Time hr:min 12:42 12:45 12:48 12:51 12:54 12:57 13:00 13:03 13:06 13:09 13:12 13:15 13:18 13:21 13:24 13:27 13:30 13:33 13:36 13:39 13:42 13:45 13:48 13:51 13:54 13:57 14:00 14:03 14:06 14:09 14:12 14:15 14:18 14:21 14:24 14:27 14:30 14:33 14:36 14:39 14:42 14:45 14:48 14:51 14:54 Continued on next page Flow cf s 1. 5 1.4 1.4 1.4 1. 3 1.2 1.1 1.1 1.1 1. 0 1. 0 0.9 0.9 0.9 0.9 0.8 0.8 0.8 0.8 0.7 0.7 0.7 0.7 0.7 0.7 0.7 0.7 0.7 0.7 0.7 0.7 0.7 0.7 0.7 0.7 0.7 0.7 0.7 0.7 0.7 0.6 0.6 0.6 0.6 0.6 Continued from previous page 14:57 0.6 15:51 0.5 16:45 0.5 17:39 0.2 15:00 0.6 15:54 0.5 16:48 0.5 17:42 0.1 15:03 0.6 15:57 0.5 16:51 0.5 17:45 0.4 15:06 0.6 16:00 0.5 16:54 0.5 17:48 0.3 15:09 0.6 16:03 0.5 16:57 0.4 17:51 0.2 15:12 0.6 16:06 0.5 17:00 0.4 17:54 0.1 15:15 0.6 16:09 0.5 17:03 0.4 17:57 0.3 15:18 0.6 16:12 0.5 17:06 0.4 18:00 0.2 15:21 0.6 16:15 0.5 17:09 0.4 18:03 0.1 15:24 0.6 16:18 0.5 17:12 0.4 18:06 0.1 15:27 0.6 16:21 0.5 17:15 0.4 18:09 0.3 15:30 0.6 16:24 0.5 17:18 0.4 18:12 0.2 15:33 0.6 16:27 0.5 17:21 0.4 18:15 0.1 15:36 0.6 16:30 0.5 17:24 0.4 18:18 o.o 15:39 0.6 16:33 0.5 17:27 0.4 18:21 0.3 15:42 0.6 16:36 0.5 17:30 0.4 18:24 0.2 15:45 0.6 16:39 0.5 17:33 0.4 15:48 0.5 16:42 0.5 17:36 0.4 Volume of runoff = 0.90 ac. ft. Depth of runoff = 6.30 in. File Name -ponderosa Proj. Leader debbie Client godfrey develop Misc. Note -existing runoff Date 09/07/94 Job 94-314 2 Type SCS Desc. existing area B Area 0.3 ac. Time of Concent. 10 min. Storm Dist Type II Time hr:min 5:57 6:00 6:03 6:06 6:09 6:12 6:15 6:18 6:21 6:24 6:27 6:30 6:33 6:36 6:39 6:42 6:45 6:48 6:51 6:54 6:57 7:00 7:03 7:06 7:09 7: 12 7:15 7:18 7:21 7:24 7:27 7:30 7:33 7:36 7:39 7:42 7:45 7:48 7:51 7:54 7:57 8:00 8:03 8:06 8:09 Flow cf s 0.0 0.0 0.0 0.0 o.o 0.0 o.o 0.0 0.0 o.o 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 o.o 0.0 o.o 0.0 0.0 0.0 0.0 0.0 0.0 Time hr:min 8:12 8:15 8:18 8:21 8:24 8:27 8:30 8:33 8:36 8:39 8:42 8:45 8:48 8:51 8:54 8:57 9:00 9:03 9:06 9:09 9:12 9:15 9:18 9:21 9:24 9:27 9:30 9:33 9:36 9:39 9:42 9:45 9:48 9:51 9:54 9:57 10:00 10:03 10:06 10:09 10:12 10:15 10:18 10:21 10:24 Flow cfs 0.0 0.0 0.0 0.0 0.0 0.0 o.o 0.0 0.0 0.0 0.0 0.0 o.o 0.0 0.0 o.o 0.0 0.0 0.0 0.0 o.o 0.0 0.0 0.0 o.o 0.0 0.0 o.o 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 o.o o.o 0.0 0.1 0.1 0.1 0.1 0.1 0.1 Time hr:min 10:27 10:30 10:33 10:36 10:39 10:42 10:45 10:48 10:51 10:54 10:57 11:00 11:03 11:06 11:09 11:12 11:15 11:18 11:21 11:24 11:27 11:30 11:33 11:36 11:39 11:42 11:45 11:48 11:51 11:54 11:57 12:00 12:03 12:06 12:09 12:12 12:15 12:18 12:21 12:24 12:27 12:30 12:33 12:36 12:39 Freq. 50.0 yrs CN 75 Len 24 hrs Precip. 9.80 Flow cfs 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.2 0.2 0.2 0.3 0.5 0.7 0.8 0.9 1.1 1. 7 2.2 2.5 2.6 2.4 1. 7 1.1 0.8 0.6 0.5 0.4 0.4 0.3 0.3 0.3 0.3 Time hr:min 12:42 12:45 12:48 12:51 12:54 12:57 13:00 13:03 13:06 13:09 13:12 13:15 13:18 13:21 13:24 13:27 13:30 13:33 13:36 13:39 13:42 13:45 13:48 13:51 13:54 13:57 14:00 14:03 14:06 14:09 14:12 14:15 14:18 14:21 14:24 14:27 14:30 14:33 14:36 14:39 14:42 14:45 14:48 14:51 14:54 Continued on next page Flow cf s 0.3 0.3 0.3 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 Continued from previous page 14:57 0.1 15:51 0.1 16:45 0.1 17:39 0.0 15:00 0.1 15:54 0.1 16:48 0.1 17:42 o.o 15:03 0.1 15:57 0.1 16:51 0.1 17:45 0.1 15:06 0.1 16:00 0.1 16:54 0.1 17:48 0.0 15:09 0.1 16:03 0.1 16:57 0.1 17:51 0.0 15:12 0.1 16:06 0.1 17:00 0.1 17:54 0.0 15:15 0.1 16:09 0.1 17:03 0.1 17:57 0.1 15:18 0.1 16:12 0.1 17:06 0.1 18:00 o.o 15:21 0.1 16:15 0.1 17:09 0.1 18:03 0.0 15:24 0.1 16:18 0.1 17:12 0.1 18:06 o.o 15:27 0.1 16:21 0.1 17:15 0.1 18:09 0.1 15:30 0.1 16:24 0.1 17:18 0.1 18:12 0.0 15:33 0.1 16:27 0.1 17:21 0.1 18:15 0.0 15:36 0.1 16:30 0.1 17:24 0.1 18:18 o.o 15:39 0.1 16:33 0.1 17:27 0.1 18:21 0.1 15:42 0.1 16:36 0.1 17:30 0.1 18:24 0.0 15:45 0.1 16:39 0.1 17:33 0.1 15:48 0.1 16:42 0.1 17:36 0.1 Volume of runoff = 0.16 ac. ft. Depth of runoff = 6.06 in. File Name -ponderosa Proj. Leader debbie Client godfrey develop Misc. Note -existing runoff Date 09/07/94 Job 94-314 3 Type scs Desc. existing area c Area 0.8 ac. Time of Concent. 10 min. Storm Dist Type II Time hr:min 5:57 6:00 6:03 6:06 6:09 6:12 6:15 6:18 6:21 6:24 6:27 6:30 6:33 6:36 6:39 6:42 6:45 6:48 6:51 6:54 6:57 7:00 7:03 7:06 7:09 7:12 7:15 7:18 7:21 7:24 7:27 7:30 7:33 7:36 7:39 7:42 7:45 7:48 7:51 7:54 7:57 8:00 8:03 8:06 8:09 Flow cf s o.o 0.0 o.o o.o 0.0 0.0 0.0 o.o 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 o.o o.o 0.0 0.0 0.0 0.0 o.o 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 o.o 0.0 0.0 0.0 0.0 Time hr:min 8:12 8:15 8:18 8:21 8:24 8:27 8:30 8:33 8:36 8:39 8:42 8:45 8:48 8:51 8:54 8:57 9:00 9:03 9:06 9:09 9:12 9:15 9:18 9:21 9:24 9:27 9:30 9:33 9:36 9:39 9:42 9:45 9:48 9:51 9:54 9:57 10:00 10:03 10:06 10:09 10:12 10:15 10:18 10:21 10:24 Flow cf s 0.0 o.o o.o 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 Time hr:min 10:27 10:30 10:33 10:36 10:39 10:42 10:45 10:48 10:51 10:54 10:57 11:00 11:03 11:06 11:09 11:12 11:15 11:18 11:21 11:24 11:27 11:30 11:33 11:36 11:39 11:42 11:45 11:48 11:51 11:54 11:57 12:00 12:03 12:06 12:09 12:12 12:15 12:18 12:21 12:24 12:27 12:30 12:33 12:36 12:39 Freq. 50.0 yrs CN 75 Len 24 hrs Precip. 9.80 Flow cfs 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.4 0.4 0.4 0.4 0.4 0.5 0.5 0.5 0.7 1. 3 1. 7 2.0 2.2 2.9 4.4 5.7 6.5 2....-2 6.3 4.5 2.9 2.0 1. 6 1.4 1.1 1. 0 0.9 0.8 0.8 0.7 Time hr:min 12:42 12:45 12:48 12:51 12:54 12:57 13:00 13:03 13:06 13:09 13:12 13:15 13:18 13:21 13:24 13:27 13:30 13:33 13:36 13:39 13:42 13:45 13:48 13:51 13:54 13:57 14:00 14:03 14:06 14:09 14:12 14:15 14:18 14:21 14:24 14:27 14:30 14:33 14:36 14:39 14:42 14:45 14:48 14:51 14:54 Continued on next page Flow cf s 0.7 0.7 0.7 0.6 0.6 0.6 0.5 0.5 0.5 0.5 0.5 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 Continued from previous page 14:57 0.3 15:51 0.3 16:45 0.2 17:39 0.1 15:00 0.3 15:54 0.3 16:48 0.2 17:42 0.0 15:03 0.3 15:57 0.3 16:51 0.2 17:45 0.2 15:06 0.3 16:00 0.3 16:54 0.2 17:48 0.1 15:09 0.3 16:03 0.2 16:57 0.2 17:51 0.1 15:12 0.3 16:06 0.2 17:00 0.2 17:54 0.0 15:15 0.3 16:09 0.2 17:03 0.2 17:57 0.2 15:18 0.3 16:12 0.2 17:06 0.2 18:00 0.1 15:21 0.3 16:15 0.2 17:09 0.2 18:03 0.1 15:24 0.3 16:18 0.2 17:12 0.2 18:06 o.o 15:27 0.3 16:21 0.2 17:15 0.2 18:09 0.2 15:30 0.3 16:24 0.2 17:18 0.2 18:12 0.1 15:33 0.3 16:27 0.2 17:21 0.2 18:15 0.1 15:36 0.3 16:30 0.2 17:24 0.2 18:18 0.0 15:39 0.3 16:33 0.2 17:27 0.2 18:21 0.2 15:42 0.3 16:36 0.2 17:30 0.2 18:24 0.1 15:45 0.3 16:39 0.2 17:33 0.2 15:48 0.3 16:42 0.2 17:36 0.2 Volume of runoff = 0.42 ac. ft. Depth of runoff = 6.23 in. File Name -ponderosa Proj. Leader debbie Client godfrey develop Misc. Note -existing runoff Date 09/07/94 Job 94-314 4 Type SCS Desc. existing area D Area 0.3 ac. Time of Concent. 10 min. Storm Dist Type II Time hr:min 5:57 6:00 6:03 6:06 6:09 6:12 6:15 6:18 6:21 6:24 6:27 6:30 6:33 6:36 6:39 6:42 6:45 6:48 6:51 6:54 6:57 7:00 7:03 7:06 7:09 7:12 7:15 7:18 7:21 7:24 7:27 7:30 7:33 7:36 7:39 7:42 7:45 7:48 7:51 7:54 7:57 8:00 8:03 8:06 8:09 Flow cf s o.o 0.0 o.o 0.0 0.0 0.0 0.0 0.0 0.0 o.o 0.0 0.0 0.0 o.o 0.0 o.o 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 o.o 0.0 0.0 0.0 o.o 0.0 0.0 0.0 o.o 0.0 0.0 o.o 0.0 o.o 0.0 0.0 0.0 o.o Time hr:min 8:12 8:15 8:18 8:21 8:24 8:27 8:30 8:33 8:36 8:39 8:42 8:45 8:48 8:51 8:54 8:57 9:00 9:03 9:06 9:09 9:12 9:15 9:18 9:21 9:24 9:27 9:30 9:33 9:36 9:39 9:42 9:45 9:48 9:51 9:54 9:57 10:00 10:03 10:06 10:09 10:12 10:15 10:18 10:21 10:24 Flow cf s 0.0 0.0 0.0 0.0 o.o 0.0 0.0 0.0 o.o o.o 0.0 0.0 o.o 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 Time hr:min 10:27 10:30 10:33 10: 36 10:39 10:42 10:45 10:48 10:51 10:54 10:57 11:00 11:03 11:06 11:09 11:12 11:15 11:18 11:21 11:24 11:27 11:30 11:33 11:36 11:39 11:42 11:45 11:48 11:51 11:54 11:57 12:00 12:03 12:06 12:09 12:12 12:15 12:18 12:21 12:24 12:27 12:30 12:33 12:36 12:39 Freq. 50.0 yrs CN 75 Len 24 hrs Precip. 9.80 Flow cf s 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.2 0.2 0.3 0.5 0.6 0.7 0.8 1.1 1. 6 2.1 2.4 2.6 2.3 1. 7 1.1 0.7 0.6 0.5 0.4 0.4 0.3 0.3 0.3 0.3 Time hr:min 12:42 12:45 12:48 12:51 12:54 12:57 13:00 13:03 13:06 13:09 13:12 13:15 13:18 13:21 13:24 13:27 13:30 13:33 13:36 13:39 13:42 13:45 13:48 13:51 13:54 13:57 14:00 14:03 14:06 14:09 14:12 14:15 14:18 14:21 14:24 14:27 14:30 14:33 14:36 14:39 14:42 14:45 14:48 14:51 14:54 Continued on next page Flow cf s 0.3 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 --I Continued from previous page 14:57 0.1 15:51 0.1 16:45 0.1 17:39 o.o 15:00 0.1 15:54 0.1 16:48 0.1 17:42 0.0 15:03 0.1 15:57 0.1 16:51 0.1 17:45 0.1 15:06 0.1 16:00 0.1 16:54 0.1 17:48 0.0 15:09 0.1 16:03 0.1 16:57 0.1 17:51 0.0 15:12 0.1 16:06 0.1 17:00 0.1 17:54 o.o 15:15 0.1 16:09 0.1 17:03 0.1 17:57 0.1 15:18 0.1 16:12 0.1 17:06 0.1 18:00 o.o 15:21 0.1 16:15 0.1 17:09 0.1 18:03 0.0 15:24 0.1 16:18 0.1 17:12 0.1 18:06 o.o 15:27 0.1 16:21 0.1 17:15 0.1 18:09 0.1 15:30 0.1 16:24 0.1 17:18 0.1 18:12 0.0 15:33 0.1 16:27 0.1 17:21 0.1 18:15 o.o 15:36 0.1 16:30 0.1 17:24 0.1 18:18 o.o 15:39 0.1 16:33 0.1 17:27 0.1 18:21 0.1 15:42 0.1 16:36 0.1 17:30 0.1 18:24 0.0 15:45 0.1 16:39 0.1 17:33 0.1 15:48 0.1 16:42 0.1 17:36 0.1 Volume of runoff = 0.15 ac. ft. Depth of runoff = 6.07 in. File Name -ponderosa Proj. Leader debbie Client godfrey develop Misc. Note -existing runoff Date 09/07/94 Job 94-314 5 Type SCS Desc. existing area E Area 1.6 ac. Time of Concent. 10 min. Storm Dist Type II Time hr:min 5:57 6:00 6:03 6:06 6:09 6:12 6:15 6:18 6:21 6:24 6:27 6:30 6:33 6:36 6:39 6:42 6:45 6:48 6:51 6:54 6:57 7:00 7:03 7:06 7:09 7:12 7:15 7:18 7:21 7:24 7:27 7:30 7:33 7:36 7:39 7:42 7:45 7:48 7:51 7:54 7:57 8:00 8:03 8:06 8:09 Flow cf s o.o 0.0 o.o o.o 0.0 0.0 0.0 o.o o.o 0.0 0.0 o.o o.o 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 Time hr:min 8:12 8:15 8:18 8:21 8:24 8:27 8:30 8:33 8:36 8:39 8:42 8:45 8:48 8:51 8:54 8:57 9:00 9:03 9:06 9:09 9:12 9:15 9:18 9:21 9:24 9:27 9:30 9:33 9:36 9:39 9:42 9:45 9:48 9:51 9:54 9:57 10:00 10:03 10:06 10:09 10:12 10:15 10:18 10:21 10:24 Flow cf s 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.3 0.3 0.3 0.3 0.3 0.3 Time hr:min 10:27 10:30 10:33 10:36 10:39 10:42 10:45 10:48 10:51 10:54 10:57 11:00 11:03 11:06 11:09 11:12 11:15 11:18 11:21 11:24 11:27 11:30 11:33 11:36 11:39 11:42 11:45 11:48 11:51 11:54 11:57 12:00 12:03 12:06 12:09 12:12 12:15 12:18 12:21 12:24 12:27 12:30 12:33 12:36 12:39 Freq. 50.0 yrs CN 75 Len 24 hrs Precip. 9.80 Flow cf s 0.3 0.3 0.4 0.4 0.4 0.4 0.5 0.5 0.5 0.5 0.6 0.6 0.6 0.6 0.7 0.7 0.7 0.7 0.8 0.9 0.9 1. 0 1. 0 1. 5 2.5 3.4 4.0 4.4 5.7 8.6 11. 2 12.7 13.6 12.4 8.9 5.6 4.0 3.2 2.7 2.2 1. 9 1. 7 1. 6 1. 5 1. 4 Time hr:min 12:42 12:45 12:48 12:51 12:54 12:57 13:00 13:03 13:06 13:09 13:12 13:15 13:18 13:21 13:24 13:27 13:30 13:33 13:36 13:39 13:42 13:45 13:48 13:51 13:54 13:57 14:00 14:03 14:06 14:09 14:12 14:15 14:18 14:21 14:24 14:27 14:30 14:33 14:36 14:39 14:42 14:45 14:48 14:51 14:54 Continued on next page Flow cf s 1.4 1. 3 1.3 1.3 1.2 1.1 1. 0 1. 0 1. 0 0.9 0.9 0.9 0.9 0.8 0.8 0.8 0.7 0.7 0.7 0.7 0.7 0.7 0.7 0.7 0.7 0.7 0.7 0.7 0.6 0.6 0.6 0.6 0.6 0.6 0.6 0.6 0.6 0.6 0.6 0.6 0.6 0.6 0.6 0.6 0.6 Continued from previous page 14:57 0.6 15:51 0.5 16:45 0.4 17:39 0.2 15:00 0.6 15:54 0.5 16:48 0.4 17:42 0.1 15:03 0.6 15:57 0.5 16:51 0.4 17:45 0.3 15:06 0.6 16:00 0.5 16:54 0.4 17:48 0.2 15:09 0.6 16:03 0.5 16:57 0.4 17:51 0.1 15:12 0.6 16:06 0.5 17:00 0.4 17:54 0.1 15:15 0.6 16:09 0.5 17:03 0.4 17:57 0.3 15:18 0.5 16:12 0.5 17:06 0.4 18:00 0.2 15:21 0.5 16:15 0.5 17:09 0.4 18:03 0.1 15:24 0.5 16:18 0.5 17:12 0.4 18:06 0.0 15:27 0.5 16:21 0.5 17:15 0.4 18:09 0.3 15:30 0.5 16:24 0.5 17:18 0.4 18:12 0.2 15:33 0.5 16:27 0.5 17:21 0.4 18:15 0.1 15:36 0.5 16:30 0.4 17:24 0.4 18:18 0.0 15:39 0.5 16:33 0.4 17:27 0.4 18:21 0.3 15:42 0.5 16:36 0.4 17:30 0.4 18:24 0.2 15:45 0.5 16:39 0.4 17:33 0.4 15:48 0.5 16:42 0.4 17:36 0.4 Volume of runoff = 0.83 ac. ft. Depth of runoff = 6.29 in. ~-------------------------------------------------------------------------------File Name -ponderosa Proj. Leader debbie Client godfrey develop Misc. Note -existing runoff Date 09/07/94 Job 94-314 6 Type SCS Desc. developed area A Area 1.7 ac. Time of Concent. 10 min. Storm Dist Type II Time hr:min 1:33 1:36 1:39 1:42 1:45 1:48 1:51 1:54 1:57 2:00 2:03 2:06 2:09 2:12 2:15 2:18 2:21 2:24 2:27 2:30 2:33 2:36 2:39 2:42 2:45 2:48 2:51 2:54 2:57 3:00 3:03 3:06 3:09 3:12 3:15 3:18 3:21 3:24 3:27 3:30 3:33 3:36 3:39 3:42 3:45 Flow cf s 0.0 0.0 0.0 0.0 o.o 0.0 0.0 o.o o.o o.o 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 Time hr:min 3:48 3:51 3:54 3:57 4:00 4:03 4:06 4:09 4:12 4:15 4: 18 4:21 4:24 4:27 4:30 4:33 4:36 4:39 4:42 4:45 4:48 4:51 4:54 4:57 5:00 5:03 5:06 5:09 5:12 5:15 5:18 5:21 5:24 5:27 5:30 5:33 5:36 5:39 5:42 5:45 5:48 5:51 5:54 5:57 6:00 Flow cf s 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 -:o. 2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 Time hr:min 6:03 6:06 6:09 6:12 6:15 6:18 6:21 6:24 6:27 6:30 6:33 6:36 6:39 6:42 6:45 6:48 6:51 6:54 6:57 7:00 7:03 7:06 7:09 7:12 7:15 7:18 7:21 7:24 7:27 7:30 7:33 7:36 7:39 7:42 7:45 7:48 7:51 7:54 7:57 8:00 8:03 8:06 8:09 8:12 8:15 Freq. 50.0 yrs CN 94 Len 24 hrs Precip. 9.80 Flow cf s 0.2 0.2 0.2 0.2 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 Time hr:min 8:18 8:21 8:24 8:27 8:30 8:33 8:36 8:39 8:42 8:45 8:48 8:51 8:54 8:57 9:00 9:03 9:06 9:09 9:12 9:15 9:18 9:21 9:24 9:27 9:30 9:33 9:36 9:39 9:42 9:45 9:48 9:51 9:54 9:57 10:00 10:03 10:06 10:09 10:12 10:15 10:18 10:21 10:24 10:27 10:30 Continued on next page Flow cf s 0.3 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.6 0.6 0.6 0.6 0.6 0.6 0.6 0.6 0.6 0.6 0.6 0.6 0.7 0.7 0.7 0.7 Continued from previous page 10:33 0.8 11:27 1. 6 12:21 3.2 13:15 1. 0 10:36 0.8 11:30 1. 7 12:24 2.7 13:18 1. 0 10:39 0.9 11:33 1. 8 12:27 2.3 13:21 1. 0 10:42 0.9 11:36 2.6 12:30 2.1 13:24 1. 0 10:45 0.9 11:39 4.2 12:33 2.0 13:27 1.0 10:48 0.9 11:42 5.6 12:36 1. 9 13:30 1.0 10:51 1. 0 11:45 6.2 12:39 1. 7 13:33 1. 0 10:54 1.1 11:48 6.7 12:42 1. 6 13:36 0.9 10:57 1.1 11:51 8.7 12:45 1. 6 13:39 0.6 11:00 1.1 11:54 12.5 12:48 1. 6 13:42 0.4 11:03 1.1 11:57 15.6 12:51 1.5 13:45 0.1 11:06 1. 2 12:00 17.1 12:54 1.4 13:48 0.8 11:09 1. 3 12:03 -l:Z IQ 12:57 1. 3 13:51 0.6 11:12 1. 3 12:06 15.4 13:00 1. 3 13:54 0.3 11:15 1. 3 12:09 10.7 13:03 1. 2 13:57 0.1 11:18 1.4 12:12 6.7 13:06 1. 0 14:00 0.8 11:21 1.4 12:15 4.8 13:09 1. 0 11:24 1. 5 12:18 3.9 13:12 1. 0 Volume of runoff = 1.04 ac. ft. Depth of runoff = 7.28 in. File Name -ponderosa Proj. Leader debbie Client godfrey develop Misc. Note -existing runoff Date 09/07/94 Job 94-314 7 Type SCS Desc. developed area B Area 0.3 ac. Time of Concent. 10 min. Storm Dist Type II Time hr:min 0:39 0:42 0:45 0:48 0:51 0:54 0:57 1:00 1:03 1:06 1:09 1:12 1:15 1:18 1:21 1:24 1:27 1:30 1:33 1:36 1:39 1:42 1:45 1:48 1:51 1:54 1:57 2:00 2:03 2:06 2:09 2:12 2:15 2:18 2:21 2:24 2:27 2:30 2:33 2:36 2:39 2:42 2:45 2:48 2:51 Flow cf s 0.0 0.0 o.o 0.0 o.o 0.0 o.o 0.0 o.o 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 o.o 0.0 o.o 0.0 o.o 0.0 0.0 o.o 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Time hr:min 2:54 2:57 3:00 3:03 3:06 3:09 3:12 3:15 3:18 3:21 3:24 3:27 3:30 3:33 3:36 3:39 3:42 3:45 3:48 3:51 3:54 3:57 4:00 4:03 -4: 06 4:09 4:12 4:15 4:18 4:21 4:24 4:27 4:30 4:33 4:36 4:39 4:42 4:45 4:48 4:51 4:54 4:57 5:00 5:03 5:06 Flow cf s o.o o.o o.o 0.0 o.o 0.0 0.0 0.0 0.0 0.0 0.0 o.o 0.0 o.o 0.0 o.o o.o 0.0 0.0 0.0 0.0 0.0 0.0 o.o o.o o.o o.o o.o 0.0 0.0 0.0 o.o 0.0 o.o 0.0 0.0 o.o 0.0 0.0 0.0 0.0 0.0 o.o 0.0 0.0 Time hr:min 5:09 5:12 5:15 5:18 5:21 5:24 5:27 5:30 5:33 5:36 5:39 5:42 5:45 5:48 5:51 5:54 5:57 6:00 6:03 6:06 6:09 6:12 6:15 6:18 6:21 6:24 6:27 6:30 6:33 6:36 6:39 6:42 6:45 6:48 6:51 6:54 6:57 7:00 7:03 7:06 7:09 7:12 7:15 7:18 7:21 Freq. 50.0 yrs CN 98 Len 24 hrs Precip. 9.80 Flow cf s 0.0 0.0 o.o 0.0 0.0 0.0 0.0 0.0 0.0 o.o 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 o.o 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 Time hr:min 7:24 7:27 7:30 7:33 7:36 7:39 7:42 7:45 7:48 7:51 7:54 7:57 8:00 8:03 8:06 8:09 8:12 8:15 8:18 8:21 8:24 8:27 8:30 8:33 8:36 8:39 8:42 8:45 8:48 8:51 8:54 8:57 9:00 9:03 9:06 9:09 9:12 9:15 9:18 9:21 9:24 9:27 9:30 9:33 9:36 Continued on next page Flow cf s 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 Continued from previous page 9:39 0.1 10:33 0.1 11:27 0.3 12:21 0.5 9:42 0.1 10:36 0.2 11:30 0.3 12:24 0.3 9:45 0.1 10:39 0.2 11:33 0.3 12:27 0.2 9:48 0.1 10:42 0.2 11:36 0.5 12:30 0.2 9:51 0.1 10:45 0.2 11:39 0.8 12:33 0.2 9:54 0.1 10:48 0.2 11:42 1. 0 12:36 0.2 9:57 0.1 10:51 0.2 11:45 1. 2 12:39 0.2 10:00 0.1 10:54 0.2 11:48 1. 2 12:42 0.2 10:03 0.1 10:57 0.2 11:51 1. 6 12:45 0.2 10:06 0.1 11:00 0.2 11:54 2.3 12:48 0.2 10:09 0.1 11:03 0.2 11:57 2.9 12:51 0.1 10:12 0.1 11:06 0.2 12:00 3.1 12:54 0.1 10:15 0.1 11:09 0.2 12:03 3.2 12:57 o.o 10:18 0.1 11:12 0.2 12:06 2.8 13:00 0.1 10:21 0.1 11:15 0.3 12:09 1. 9 13:03 0.1 10:24 0.1 11:18 0.3 12:12 1. 2 13:06 0.1 10:27 0.1 11:21 0.3 12:15 0.9 10:30 0.1 11:24 0.3 12:18 0.7 Volume of runoff = 0.17 ac. ft. Depth of runoff = 6.68 in. File Name -ponderosa Proj. Leader debbie Client godfrey develop Misc. Note -existing runoff Date 09/07/94 Job 94-314 8 Type SCS Desc. developed area C Area 0.8 ac. Time of Concent. 10 min. ·Storm Dist Type II Time hr:min 1:33 1:36 1:39 1:42 1:45 1:48 1:51 1:54 1:57 2:00 2:03 2:06 2:09 2:12 2:15 2:18 2:21 2:24 2:27 2:30 2:33 2:36 2:39 2:42 2:45 2:48 2:51 2:54 2:57 3:00 3:03 3:06 3:09 3:12 3:15 3:18 3:21 3:24 3:27 3:30 3:33 3:36 3:39 3:42 3:45 Flow cf s 0.0 0.0 o.o 0.0 0.0 o.o 0.0 0.0 0.0 0.0 o.o 0.0 0.0 o.o 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 o.o 0.0 0.0 0.0 0.0 0.0 0.0 o.o 0.0 0.0 0.0 o.o 0.0 0.0 0.0 0.0 o.o o.o 0.0 0.0 0.1 Time hr:min 3:48 3:51 3:54 3:57 4:00 4:03 4:06 4:09 4:12 4:15 4:18 4:21 4:24 4:27 4:30 4:33 4:36 4:39 4:42 4:45 4:48 4:51 4:54 4:57 5:00 5:03 5:06 5:09 5:12 5:15 5:18 5:21 5:24 5:27 5:30 5:33 5:36 5:39 5:42 5:45 5:48 5:51 5:54 5:57 6:00 Flow cf s 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 Time hr:min 6:03 6:06 6:09 6:12 6:15 6:18 6:21 6:24 6:27 6:30 6:33 6:36 6:39 6:42 6:45 6:48 6:51 6:54 6:57 7:00 7:03 7:06 7:09 7:12 7:15 7:18 7:21 7:24 7:27 7:30 7:33 7:36 7:39 7:42 7:45 7:48 7:51 7:54 7:57 8:00 8:03 8:06 8:09 8:12 8:15 Freq. 50.0 yrs CN 94 Len 24 hrs Precip. 9.80 Flow cf s 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.2 Time hr:min 8:18 8:21 8:24 8:27 8:30 8:33 8:36 8:39 8:42 8:45 8:48 8:51 8:54 8:57 9:00 9:03 9:06 9:09 9:12 9:15 9:18 9:21 9:24 9:27 9:30 9:33 9:36 9:39 9:42 9:45 9:48 9:51 9:54 9:57 10:00 10:03 10:06 10:09 10:12 10:15 10:18 10:21 10:24 10:27 10:30 Continued on next page Flow cf s 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.4 Continued from previous page 10:33 0.4 11:27 0.8 12:21 1. 5 13:15 0.5 10:36 0.4 11:30 0.8 12:24 1. 3 13:18 0.5 10:39 0.4 11:33 0.8 12:27 1.1 13:21 0.5 10:42 0.4 11:36 1. 2 12:30 1. 0 13:24 0.5 10:45 0.4 11:39 2.0 12:33 0.9 13:27 0.5 10:48 0.4 11:42 2.6 12:36 0.9 13:30 0.5 10:51 0.5 11:45 2.9 12:39 0.8 13:33 0.5 10:54 0.5 11:48 3.2 12:42 0.8 13:36 0.4 10:57 0.5 11:51 4.1 12:45 0.8 13:39 0.3 11:00 0.5 11:54 5.9 12:48 0.7 13:42 0.2 11:03 0.5 11:57 7.3 12:51 0.7 13:45 0.1 11:06 0.6 12:00 8.1 12:54 0.7 13:48 0.4 11:09 0.6 12:03 8.3 12:57 0.6 13:51 0.3 11:12 0.6 12:06 7.3 13:00 0.6 13:54 0.2 11:15 0.6 12:09 5.0 13:03 0.6 13:57 o.o 11:18 0.6 12:12 3.2 13:06 0.5 14:00 0.4 11:21 0.7 12:15 2.3 13:09 0.5 11:24 0.7 12:18 1. 8 13:12 0.5 Volume of runoff = 0.48 ac. ft. Depth of runoff = 7.17 in. File Name -ponderosa Proj. Leader debbie Client godfrey develop Misc. Note -existing runoff Date 09/07/94 Job 94-314 9 Type SCS Desc. developed area D Area 0.3 ac. Time of Concent. 10 min. Storm Dist Type II Time hr:min 1:33 1:36 1:39 1:42 1:45 1:48 1:51 1:54 1:57 2:00 2:03 2:06 2:09 2:12 2:15 2:18 2:21 2:24 2:27 2:30 2:33 2:36 2:39 2:42 2:45 2:48 2:51 2:54 2:57 3:00 3:03 3:06 3:09 3:12 3:15 3:18 3:21 3:24 3:27 3:30 3:33 3:36 3:39 3:42 3:45 Flow cf s 0.0 0.0 o.o o.o 0.0 o.o 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 o.o 0.0 0.0 0.0 0.0 0.0 0.0 o.o 0.0 0.0 o.o 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 o.o 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Time hr:min 3:48 3:51 3:54 3:57 4:00 4:03 4:06 4:09 4:12 4:15 4:18 4:21 4:24 4:27 4:30 4:33 4:36 4:39 4:42 4:45 4:48 4:51 4:54 4:57 5:00 5:03 5:06 5:09 5:12 5:15 5:18 5:21 5:24 5:27 5:30 5:33 5:36 5:39 5:42 5:45 5:48 5:51 5:54 5:57 6:00 Flow cfs 0.0 o.o o.o 0.0 o.o 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 o.o 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 o.o 0.0 0.0 0.0 o.o 0.0 0.0 Time hr:min 6:03 6:06 6:09 6:12 6:15 6:18 6:21 6:24 6:27 6:30 6:33 6:36 6:39 6:42 6:45 6:48 6:51 6:54 6:57 7:00 7:03 7:06 7:09 7 :·12 7:15 7:18 7:21 7:24 7:27 7:30 7:33 7:36 7:39 7:42 7:45 7:48 7:51 7:54 7:57 8:00 8:03 8:06 8:09 8:12 8:15 Freq. 50.0 yrs CN 94 Len 24 hrs Precip. 9.80 Flow cf s 0.0 0.0 0.0 o.o 0.0 o.o 0.0 0.0 0.0 0.0 o.o 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 Time hr:min 8:18 8:21 8:24 8:27 8:30 8:33 8:36 8:39 8:42 8:45 8:48 8:51 8:54 8:57 9:00 9:03 9:06 9:09 9:12 9:15 9:18 9:21 9:24 9:27 9:30 9:33 9:36 9:39 9:42 9:45 9:48 9:51 9:54 9:57 10:00 10:03 10:06 10:09 10:12 10:15 10:18 10:21 10:24 10:27 10:30 Continued on next page Flow cf s 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 Continued from previous page 10:33 0.1 11:27 0.3 12:21 0.6 13:15 0 .-2 10:36 0.1 11:30 0.3 12:24 0.5 13:18 0.2 10:39 0.1 11:33 0.3 12:27 0.4 13:21 0.2 10:42 0.2 11:36 0.5 12:30 0.4 13:24 0.2 10:45 0.2 11:39 0.7 12:33 0.3 13:27 0.2 10:48 0.2 11:42 1. 0 12:36 0.3 13:30 0.2 10:51 0.2 11:45 1.1 12:39 0.3 13:33 0.2 10:54 0.2 11:48 1. 2 12:42 0.3 13:36 0.2 10:57 0.2 11:51 1. 5 12:45 0.3 13:39 0.1 11:00 0.2 11:54 2.2 12:48 0.3 13:42 0.1 11:03 0.2 11:57 2.7 12:51 0.3 13:45 o.o 11:06 0.2 12:00 3.0 12:54 0.2 13:48 0.1 11:09 0.2 12:03 • 3. 1 12:57 0.2 13:51 0.1 11:12 0.2 12:06 2.7 13:00 0.2 13:54 0.1 11:15 0.2 12:09 1. 9 13:03 0.2 13:57 0.0 11:18 0.2 12:12 1. 2 13:06 0.2 14:00 0.1 11:21 0.2 12:15 0.8 13:09 0.2 11:24 0.3 12:18 0.7 13:12 0.2 Volume of runoff = 0.17 ac. ft. Depth of runoff = 6.88 in. File Name -ponderosa Proj. Leader debbie Client godfrey develop Misc. Note -existing runoff Date 09/07/94 Job 94-314 10 Type SCS Desc. developed area E Area 1.6 ac. Time of Concent. 10 min. Storm Dist Type II Time hr:min 1:33 1:36 1:39 1:42 1:45 1:48 1:51 1:54 1:57 2:00 2:03 2:06 2:09 2:12 2:15 2:18 2:21 2:24 2:27 2:30 2:33 2:36 2:39 2:42 2:45 2:48 2:51 2:54 2:57 3:00 3:03 3:06 3:09 3:12 3:15 3:18 3:21 3:24 3:27 3:30 3:33 3:36 3:39 3:42 3:45 Flow cf s 0.0 0.0 o.o 0.0 0.0 o.o 0.0 0.0 o.o o.o 0.0 o.o 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 Time hr:min 3:48 3:51 3:54 3:57 4:00 4:03 4:06 4:09 4:12 4:15 4:18 4:21 4:24 4:27 4:30 4:33 4:36 4:39 4:42 4:45 4:48 4:51 4:54 4:57 5:00 5:03 5:06 5:09 5:12 5:15 5:18 5:21 5:24 5:27 5: 30 5:33 5:36 5:39 5:42 5:45 5:48 5:51 5:54 5:57 6:00 Flow cf s 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 Time hr:min 6:03 6:06 6:09 6:12 6:15 6:18 6:21 6:24 6:27 6:30 6:33 6:36 6:39 6:42 6:45 6:48 6:51 6:54 6:57 7:00 7:03 7:06 7:09 7:12 7:15 7:18 7:21 7:24 7:27 7:30 7:33 7:36 7:39 7:42 7:45 7:48 7:51 7:54 7:57 8:00 8:03 8:06 8:09 8:12 8:15 Freq. 50.0 yrs CN 94 Len 24 hrs Precip. 9.80 Flow cf s 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 Time hr:min 8:18 8:21 8:24 8:27 8:30 8:33 8:36 8:39 8:42 8:45 8:48 8:51 8:54 8:57 9:00 9:03 9:06 9:09 9:12 9:15 9:18 9:21 9:24 9:27 9:30 9:33 9:36 9:39 9:42 9:45 9:48 9:51 9:54 9:57 10:00 10:03 10:06 10:09 10:12 10:15 10:18 10:21 10:24 10:27 10:30 Continued on next page Flow cf s 0.3 0.3 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.6 0.6 0.6 0.6 0.6 0.6 0.7 0.7 Continued from previous page 10:33 0.7 11:27 1. 5 12:21 3.0 13:15 0.9 10:36 0.7 11:30 1. 5 12:24 2.5 13:18 0.9 10:39 0.8 11:33 1. 6 12:27 2.1 13:21 0.9 10:42 0.8 11:36 2.4 12:30 1. 9 13:24 0.9 10:45 0.9 11:39 3.9 12:33 1. 8 13:27 0.9 10:48 0.9 11:42 5.1 12:36 1. 7 13:30 0.9 10:51 0.9 11:45 5.8 12:39 1. 6 13:33 0.9 10:54 1. 0 11:48 6.2 12:42 1. 5 13:36 0.8 10:57 1. 0 11:51 8.1 12:45 1. 5 13:39 0.6 11:00 1. 0 11:54 11. 6 12:48 1. 5 13:42 0.3 11:03 1.1 11:57 14.4 12:51 1. 4 13:45 0.1 11:06 1.1 12:00 15.8 12:54 1. 3 13:48 0.8 11:09 1.2 12:03 16. ;J 12:57 1. 2 13:51 0.6 11:12 1.2 12:06 14.3 13:00 1. 2 13:54 0.3 11:15 1.2 12:09 9.9 13:03 1.1 13:57 0.1 11:18 1. 3 12:12 6.2 13:06 1. 0 14:00 0.8 11:21 1.3 12:15 4.4 13:09 0.9 11:24 1.4 12:18 3.6 13:12 0.9 Volume of runoff = 0.97 ac. ft. Depth of runoff = 7.29 in. File Name -ponderosa Proj. Leader debbie Client godfrey develop Misc. Note -existing runoff Date 09/07/94 Job 94-314 11 Type SCS Desc. EXISTING A+B (50 YR) Area 2.0 ac. Time of Concent. 10 min. Freq. 50.0 yrs CN 75 Len 24 hrs Precip. 9.80 Storm Dist Type II Time hr:min 6:53 6:57 7:01 7:05 7:09 7:13 7:17 7:21 7:25 7:29 7:33 7:37 7:41 7:45 7:49 7:53 7:57 8:01 8:05 8:09 8:13 8:17 8:21 8:25 8:29 8:33 8:37 8:41 8:45 8:49 8:53 8:57 9:01 9:05 9:09 9:13 9:17 9:21 9:25 9:29 9:33 9:37 9:41 Flow cf s 0.0 0.0 o.o 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 Time hr:min 9:45 9:49 9:53 9:57 10:01 10:05 10:09 10:13 10:17 10:21 10:25 10:29 10:33 10:37 10:41 10:45 10:49 10:53 10:57 11:01 11:05 11:09 11:13 11:17 11:21 11:25 11:29 11:33 11:37 11:41 11:45 11:49 11:53 11:57 12:01 12:05 12:09 12:13 12:17 12:21 12:25 12:29 12:33 Volume of runoff = Flow cf s 0.2 0.2 0.2 0.2 0.3 0.3 0.3 0.4 0.4 0.4 0.4 0.4 0.5 0.5 0.5 0.5 0.6 0.6 0.7 0.7 0.7 0.8 0.8 0.9 1. 0 1.1 1. 2 1. 5 2.5 3.8 5.0 6.7 9.7 13.7 16.1 15.4 11. 3 6.9 4.6 3.4 2.7 2.2 2.0 1. 04 ac. ft. Time hr:min 12:37 12:41 12:45 12:49 12:53 12:57 13:01 13:05 13:09 13:13 13:17 13:21 13:25 13:29 13:33 13:37 13:41 13:45 13:49 13:53 13:57 14:01 14:05 14:09 14:13 .14:17 14:21 14:25 14:29 14:33 14:37 14:41 14:45 14:49 14:53 14:57 15:01 15:05 15:09 15:13 15:17 15:21 15:25 Flow cf s 1.9 1.8 1. 7 1. 6 1. 5 1.4 1. 3 1. 2 1.2 1.1 1.1 1. 0 1. 0 0.9 0.8 0.8 0.8 0.8 0.8 0.8 0.8 0.8 0.8 0.8 0.8 0.8 0.8 0.8 0.8 0.8 0.7 0.7 0.7 0.7 0.7 0.7 0.7 0.7 0.7 0.7 0.7 0.7 0.7 Time hr:min 15:29 15:33 15:37 15:41 15:45 15:49 15:53 15:57 16:01 16:05 16:09 16:13 16:17 16:21 16:25 16:29 16:33 16:37 16:41 16:45 16:49 16:53 16:57 17:01 17:05 17:09 17:13 17:17 17:21 17:25 17:29 17:33 17:37 17:41 17:45 17:49 17:53 17:57 18:01 18:05 18:09 18:13 18:17 Flow cf s 0.7 0.7 0.7 0.7 0.6 0.6 0.6 0.6 0.6 0.6 0.6 0.6 0.6 0.6 0.6 0.6 0.6 0.6 0.6 0.6 0.6 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.4 0.3 0.2 0.3 0.2 0.2 0.2 0.1 0.1 0.2 0.1 0.1 Depth of runoff = 6.14 in. File Name -ponderosa Proj. Leader debbie Client godfrey develop Misc. Note -existing runoff Date 09/07/94 Job 94-314 17 Type SCS Desc. DEVELOPED A+B (50 YR) Area 2.0 ac. Time of Concent. 10 min. Freq. 50.0 yrs CN 94 Len 24 hrs Precip. 9.80 Storm Dist Type II Time hr:min 2:03 2:08 2:13 2:18 2:23 2:28 2:33 2:38 2:43 2:48 2:53 2:58 3:03 3:08 3:13 3:18 3:23 3:28 3:33 3:38 3:43 3:48 3:53 3:58 4:03 4:08 4:13 4:18 4:23 4:28 4:33 4:38 4:43 4:48 4:53 4:58 Flow cf s o.o o.o 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 Time hr:min 5:03 5:08 5:13 5:18 5:23 5:28 5:33 5:38 5:43 5:48 5:53 5:58 6:03 6:08 6:13 6:18 6:23 6:28 6:33 6:38 6:43 6:48 6:53 6:58 7:03 7:08 7:13 7:18 7:23 7:28 7:33 7:38 7:43 7:48 7:53 7:58 Volume of runoff = Flow cf s 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.3 0.3 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 1. 20 ac. ft. Time hr:min 8:03 8:08 8:13 8:18 8:23 8:28 8:33 8:38 8:43 8:48 8:53 8:58 9:03 9:08 9:13 9:18 9:23 9:28 9:33 9:38 9:43 9:48 9:53 9:58 10:03 -10:08 10:13 10:18 10:23 10:28 10:33 10:38 10:43 10:48 10:53 10:58 Flow cf s 0.4 0.4 0.4 0.4 0.4 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.6 0.6 0.6 0.6 0.6 0.6 0.6 0.7 0.7 0.7 0.7 0.7 0.7 0.7 0.8 0.9 1. 0 1. 0 1.1 1.2 1. 2 Time hr:min 11:03 11:08 11:13 11:18 11:23 11:28 11:33 11:38 11:43 11:48 11:53 11:58 12:03 12:08 12:13 12:18 12:23 12:28 12:33 12:38 12:43 12:48 12:53 12:58 13:03 13:08 13:13 13:18 13:23 13:28 13:33 13:38 13:43 13:48 13:53 13:58 Flow cf s 1. 3 1.4 1. 5 1. 6 1. 7 1.9 2.5 4.4 6.5 8.9 13.4 18.2 18.9 14.2 8.2 4.8 3.3 2.5 2.2 1.9 1.8 1. 7 1.5 1. 3 1. 2 1. 0 1. 0 1. 0 1. 0 1. 0 0.9 0.6 0.4 0.4 0.4 0.1 Depth of runoff= 7.07 in. File Name -ponderosa Proj. Leader debbie Client godfrey develop Misc. Note -existing runoff Date 09/07/94 Job 94-314 19 Type SCS Desc. EXISTING C+D (50 YR) Area 1.1 ac. Time of Concent. 10 min. Freq. 50.0 yrs CN 75 Len 24 hrs Precip. 9.80 Storm Dist Type II Time hr:min 8:13 8:17 8:21 8:25 8:29 8:33 8:37 8:41 8:45 8:49 8:53 8:57 9:01 9:05 9:09 9:13 9:17 9:21 9:25 9:29 9:33 9:37 9:41 9:45 9:49 9:53 9:57 10:01 10:05 10:09 10:13 10:17 10:21 10:25 10:29 10:33 10:37 10:41 Flow cf s 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.2 0.3 0.3 0.3 0.3 Time hr:min 10:45 10:49 10:53 10:57 11:01 11:05 11:09 11:13 11:17 11:21 11:25 11:29 11:33 11:37 11:41 11:45 11:49 11:53 11:57 12:01 12:05 12:09 12:13 12:17 12:21 12:25 12:29 12:33 12:37 12:41 12:45 12:49 12:53 12:57 13:01 13:05 13:09 13:13 Volume of runoff = Flow cf s 0.3 0.3 0.3 0.4 0.4 0.4 0.4 0.4 0.5 0.5 0.6 0.6 0.8 1. 3 2.0 2.7 3.6 5.3 7.4 8.8 8.4 6.2 3.7 2.5 1. 8 1. 5 1. 2 1.1 1. 0 0.9 0.9 0.8 0.8 0.7 0.7 0.7 0.6 0.6 0.56 ac. ft. Time hr:min 13:17 13:21 13:25 13:29 13:33 13:37 13:41 13:45 13:49 13:53 13:57 14:01 14:05 14:09 14:13 14:17 14:21 14:25 14:29 14:33 14:37 14:41 14:45 14:49 14:53 . 14: 57 15:01 15:05 15:09 15:13 15:17 15:21 15:25 15:29 15:33 15:37 15:41 15:45 Flow cf s 0.6 0.5 0.5 0.5 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 Time hr:min 15:49 15:53 15:57 16:01 16:05 16:09 16:13 16:17 16:21 16:25 16:29 16:33 16:37 16:41 16:45 16:49 16:53 16:57 17:01 17:05 17:09 17:13 17:17 17:21 17:25 17:29 17:33 17:37 17:41 17:45 17:49 17:53 17:57 18:01 18:05 18:09 18:13 18:17 Flow cf s 0.4 0.4 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 Depth of runoff = 6.00 in. File Name -ponderosa Proj. Leader debbie Client godfrey develop Misc. Note -existing runoff Date 09/07/94 Job 94-314 20 Type SCS Desc. DEVELOPED C+D (50 YR) Area 1.1 ac. Time of Concent. 10 min. Freq. 50.0 yrs CN 94 Len 24 hrs Precip. 9.80 Storm Dist Type II Time hr:min 3:33 3:38 3:43 3:48 3:53 3:58 4:03 4:08 4:13 4:18 4:23 4:28 4:33 4:38 4:43 4:48 4:53 4:58 5:03 5:08 5:13 5:18 5:23 5:28 5:33 5:38 5:43 5:48 5:53 5:58 6:03 6:08 Flow cf s 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 Time hr:min 6:13 6:18 6:23 6:28 6:33 6:38 6:43 6:48 6:53 6:58 7:03 7:08 7:13 7:18 7:23 7:28 7:33 7:38 7:43 7:48 7:53 7:58 8:03 8:08 8:13 8:18 8:23 8:28 8:33 8:38 8:43 8:48 Volume of runoff = Flow cf s 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.2 0.2 0.2 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.64 ac. ft. Time hr:min 8:53 8:58 9:03 9:08 9:13 9:18 9:23 9:28 9:33 9:38 9:43 9:48 9:53 9:58 10:03 10:08 10:13 10:18 10:23 10:28 10:33 10:38 10:43 10:48 10:53 .10: 58 11:03 11:08 11:13 11:18 11:23 11:28 Flow cf s 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.5 0.5 0.6 0.6 0.7 0.7 0.7 0.8 0.8 0.9 1. 0 Time hr:min 11:33 11:38 11:43 11:48 11:53 11:58 12:03 12:08 12:13 12:18 12:23 12:28 12:33 12:38 12:43 12:48 12:53 12:58 13:03 13:08 13:13 13:18 13:23 13:28 13:33 13:38 13:43 13:48 13:53 13:58 14:03 14:08 Flow cf s 1.4 2.4 3.5 4.8 7.3 9.9 ~ 7.8 4.5 2.6 1.9 1.5 1.2 1.1 1. 0 1. 0 0.9 0.8 0.7 0.7 0.7 0.7 0.7 0.7 0.6 0.4 0.3 0.3 0.3 0.1 0.0 0.0 Depth of runoff = 6.93 in. File Name -ponderosa Proj. Leader debbie Client godfrey develop Misc. Note -existing runoff Date 08/31/94 Job 94-314 1 Type SCS Desc. existing area A Area 1.7 ac. Time of Concent. 10 min. storm Dist Type II Time hr:min 5:27 5:30 5:33 5:36 5:39 5:42 5:45 5:48 5:51 5:54 5:57 6:00 6:03 6:06 6:09 6:12 6:15 6:18 6:21 6:24 6:27 6:30 6:33 6:36 6:39 6:42 6:45 6:48 6:51 6:54 6:57 7:00 7:03 7:06 7:09 7:12 7:15 7:18 7:21 7:24 7:27 7:30 7:33 7:36 7:39 Flow cf s 0.0 0.0 o.o 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 o.o 0.0 o.o o.o 0.0 0.0 o.o 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 Time hr:min 7:42 7:45 7:48 7:51 7:54 7:57 8:00 8:03 8:06 8:09 8:12 8:15 8:18 8:21 8:24 8:27 8:30 8:33 8:36 8:39 8:42 8:45 8:48 8:51 8:54 8:57 9:00 9:03 9:06 9:09 9:12 9:15 9:18 9:21 9:24 9:27 9:30 9:33 9:36 9:39 9:42 9:45 9:48 9:51 9:54 Flow cf s 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.3 . ::o. 3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 Time hr:min 9:57 10:00 10:03 10:06 10:09 10:12 10:15 10:18 10:21 10:24 10:27 10:30 10:33 10:36 10:39 10:42 10:45 10:48 10:51 10:54 10:57 11:00 11:03 11:06 11:09 . 11: 12 11:15 11:18 11:21 11:24 11:27 11:30 11:33 11:36 11:39 11:42 11:45 11:48 11:51 11:54 11:57 12:00 12:03 12:06 12:09 Freq. 100.0 yrs CN 75 Len 24 hrs Precip. 11.00 Flow cf s 0.3 0.3 0.3 0.3 0.4 0.4 0.4 0.4 0.4 0.4 0.5 0.5 0.5 0.5 0.6 0.6 0.6 0.6 0.7 0.7 0.8 0.8 0.8 0.8 0.9 0.9 1. 0 1. 0 1. 0 1.1 1. 2 1. 3 1. 4 2.0 3.4 4.5 5.2 5.7 7.7 11. 3 14.4 16.2 17.0 15.0 10.4 Time hr:min 12:12 12:15 12:18 12:21 12:24 12:27 12:30 12:33 12:36 12:39 12:42 12:45 12:48 12:51 12:54 12:57 13:00 13:03 13:06 13:09 13:12 13:15 13:18 13:21 13:24 13:27 13:30 13:33 13:36 13:39 13:42 13:45 13:48 13:51 13:54 13:57 14:00 14:03 14:06 14:09 14:12 14:15 14:18 14:21 14:24 Continued on next page Flow cf s 6.6 4.8 3.9 3.2 2.7 2.3 2.1 2.0 1. 9 1. 8 1. 7 1. 6 1. 6 1. 5 1.4 1. 3 1. 3 1. 3 1.2 1. 2 1.1 1.1 1.1 1. 0 1. 0 0.9 0.9 0.9 0.9 0.9 0.9 0.9 0.9 0.8 0.8 0.8 0.8 0.8 0.8 0.8 0.8 0.8 0.8 0.8 0.8 Continued from previous page 14:27 0.8 15:21 0.7 16:15 0.6 17:09 0.5 14:30 0.8 15:24 0.7 16:18 0.6 17:12 0.2 14:33 0.8 15:27 0.7 16:21 0.6 17:15 0.1 14:36 0.8 15:30 0.7 16:24 0.6 17:18 0.4 14:39 0.8 15:33 0.7 16:27 0.6 17:21 0.3 14:42 0.8 15:36 0.7 16:30 0.6 17:24 0.2 14:45 0.7 15:39 0.7 16:33 0.6 17:27 0.1 14:48 0.7 15:42 0.6 16:36 0.5 17:30 0.4 14:51 0.7 15:45 0.6 16:39 0.5 17:33 0.3 14:54 0.7 15:48 0.6 16:42 0.5 17:36 0.2 14:57 0.7 15:51 0.6 16:45 0.5 17:39 0.1 15:00 0.7 15:54 0.6 16:48 0.5 17:42 0.4 15:03 0.7 15:57 0.6 16:51 0.5 17:45 0.3 15:06 0.7 16:00 0.6 16:54 0.5 17:48 0.2 15:09 0.7 16:03 0.6 16:57 0.5 17:51 0.1 15:12 0.7 16:06 0.6 17:00 0.5 17:54 0.4 15:15 0.7 16:09 0.6 17:03 0.5 15:18 0.7 16:12 0.6 17:06 0.5 Volume of runoff = 1.04 ac. ft. Depth of runoff = 7.28 in. File Name -ponderosa Proj. Leader debbie Client godfrey develop Misc. Note -existing runoff Date 08/31/94 Job 94-314 2 Type scs Desc. existing area B Area 0.3 ac. Time of Concent. 10 min. Storm Dist Type II Time hr:min 5:27 5:30 5:33 5:36 5:39 5:42 5:45 5:48 5:51 5:54 5:57 6:00 6:03 6:06 6:09 6:12 6:15 6:18 6:21 6:24 6:27 6:30 6:33 6:36 6:39 6:42 6:45 6:48 6:51 6:54 6:57 7:00 7:03 7:06 7:09 7:12 7:15 7:18 7:21 7:24 7:27 7:30 7:33 7:36 7:39 Flow cfs 0.0 0.0 o.o 0.0 0.0 o.o 0.0 0.0 0.0 o.o 0.0 0.0 0.0 o.o 0.0 0.0 o.o 0.0 0.0 0.0 o.o 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Time hr:min 7:42 7:45 7:48 7:51 7:54 7:57 8:00 8:03 8:06 8:09 8:12 8:15 8:18 8:21 8:24 8:27 8:30 8:33 8:36 8:39 8:42 8:45 8:48 8:51 8:54 8:57 9:00 9:03 9:06 9:09 9:12 9:15 9:18 9:21 9:24 9:27 9:30 9:33 9:36 9:39 9:42 9:45 9:48 9:51 9:54 Flow cf s o.o 0.0 o.o 0.0 0.0 0.0 0.0 o.o 0.0 0.0 o.o 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 o.o 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 o.o 0.1 0.1 0.1 0.1 0.1 0.1 Time hr:min 9:57 10:00 10:03 10:06 10:09 10:12 10:15 10:18 10:21 10:24 10:27 10:30 10:33 10:36 10:39 10:42 10:45 10:48 10:51 10:54 10:57 11:00 11:03 11:06 11:09 . 11: 12 11:15 11:18 11:21 11:24 11:27 11:30 11:33 11:36 11:39 11:42 11:45 11:48 11:51 11:54 11:57 12:00 12:03 12:06 12:09 Freq. 100.0 yrs CN 75 Len 24 hrs Precip. 11.00 Flow cf s 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.4 0.6 0.8 0.9 1. 0 1.4 2.0 2.6 2.9 3.1 2.7 1.9 Time hr:min 12:12 12:15 12:18 12:21 12:24 12:27 12:30 12:33 12:36 12:39 12:42 12:45 12:48 12:51 12:54 12:57 13:00 13:03 13:06 13:09 13:12 13:15 13:18 13:21 13:24 13:27 13:30 13:33 13:36 13:39 13:42 13:45 13:48 13:51 13:54 13:57 14:00 14:03 14:06 14:09 14:12 14:15 14:18 14:21 14:24 Continued on next page Flow cf s 1.2 0.9 0.7 0.6 0.5 0.4 0.4 0.4 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 Continued from previous page 14:27 0.1 15:21 0.1 16:15 0.1 17:09 0.1 14:30 0.1 15:24 0.1 16:18 0.1 17:12 0.0 14:33 0.1 15:27 0.1 16:21 0.1 17:15 o.o 14:36 0.1 15:30 0.1 16:24 0.1 17:18 0.1 14:39 0.1 15:33 0.1 16:27 0.1 17:21 0.1 14:42 0.1 15:36 0.1 16:30 0.1 17:24 o.o 14:45 0.1 15:39 0.1 16:33 0.1 17:27 o.o 14:48 0.1 15:42 0.1 16:36 0.1 17:30 0.1 14:51 0.1 15:45 0.1 16:39 0.1 17:33 0.1 14:54 0.1 15:48 0.1 16:42 0.1 17:36 0.0 14:57 0.1 15:51 0.1 16:45 0.1 17:39 o.o 15:00 0.1 15:54 0.1 16:48 0.1 17:42 0.1 15:03 0.1 15:57 0.1 16:51 0.1 17:45 0.1 15:06 0.1 16:00 0.1 16:54 0.1 17:48 0.0 15:09 0.1 16:03 0.1 16:57 0.1 17:51 0.0 15:12 0.1 16:06 0.1 17:00 0.1 17:54 0.1 15:15 0.1 16:09 0.1 17:03 0.1 15:18 0.1 16:12 0.1 17:06 0.1 Volume of runoff = 0.18 ac. ft. Depth of runoff = 6.98 in. File Name -ponderosa Proj. Leader debbie Client godfrey develop Misc. Note -existing runoff Date 08/31/94 Job 94-314 3 Type SCS Desc. existing area C Area 0.8 ac. Time of Concent. 10 min. Storm Dist Type II Time hr:min 5:27 5:30 5:33 5:36 5:39 5:42 5:45 5:48 5:51 5:54 5:57 6:00 6:03 6:06 6:09 6:12 6:15 6:18 6:21 6:24 6:27 6:30 6:33 6:36 6:39 6:42 6:45 6:48 6:51 6:54 6:57 7:00 7:03 7:06 7:09 7:12 7:15 7:18 7:21 7:24 7:27 7:30 7:33 7:36 7:39 Flow cf s 0.0 0.0 o.o 0.0 0.0 0.0 o.o o.o 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 o.o 0.0 o.o 0.0 o.o 0.0 0.0 0.0 0.0 o.o 0.0 0.0 0.0 0.0 o.o 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Time hr:min 7:42 7:45 7:48 7:51 7:54 7:57 8:00 8:03 8:06 8:09 8:12 8:15 8:18 8:21 8:24 8:27 8:30 8:33 8:36 8:39 8:42 8:45 8:48 8:51 8:54 8:57 9:00 9:03 9:06 9:09 9:12 9:15 9:18 9:21 9:24 9:27 9:30 9:33 9:36 9:39 9:42 9:45 9:48 9:51 9:54 Flow cfs 0.0 0.0 o.o 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 Time hr:min 9:57 10:00 10:03 10:06 10:09 10:12 10:15 10:18 10:21 10:24 10:27 10:30 10:33 10:36 10:39 10:42 10:45 10:48 10:51 10:54 10:57 11:00 11:03 11:06 11:09 . 11: 12 11:15 11:18 11:21 11:24 11:27 11:30 11:33 11:36 11:39 11:42 11:45 11:48 11:51 11:54 11:57 12:00 12:03 12:06 12:09 Freq. 100.0 yrs CN 75 Len 24 hrs Precip. 11.00 Flow cf s 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.3 0.3 0.3 0.3 0.3 0.3 0.4 0.4 0.4 0.4 0.4 0.4 0.5 0.5 0.5 0.5 0.6 0.6 0.6 1. 0 1. 6 2.1 2.4 2.7 3.6 5.3 6.8 7.6 8.0 7.1 4.9 Time hr:min 12:12 12:15 12:18 12:21 12:24 12:27 12:30 12:33 12:36 12:39 12:42 12:45 12:48 12:51 12:54 12:57 13:00 13:03 13:06 13:09 13:12 13:15 13:18 13:21 13:24 13:27 13:30 13:33 13:36 13:39 13:42 13:45 13:48 13:51 13:54 13:57 14:00 14:03 14:06 14:09 14:12 14:15 14:18 14:21 14:24 Continued on next page Flow cf s 3.1 2.2 1.8 1.5 1. 3 1.1 1. 0 0.9 0.9 0.8 0.8 0.8 0.8 0.7 0.7 0.6 0.6 0.6 0.6 0.5 0.5 0.5 0.5 0.5 0.5 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 Continued from previous page 14:27 0.4 15:21 0.3 16:15 0.3 17:09 0.2 14:30 0.4 15:24 0.3 16:18 0.3 17:12 0.1 14:33 0.4 15:27 0.3 16:21 0.3 17:15 o.o 14:36 0.4 15:30 0.3 16:24 0.3 17:18 0.2 14:39 0.4 15:33 0.3 16:27 0.3 17:21 0.2 14:42 0.4 15:36 0.3 16:30 0.3 17:24 0.1 14:45 0.4 15:39 0.3 16:33 0.3 17:27 0.0 14:48 0.3 15:42 0.3 16:36 0.3 17:30 0.2 14:51 0.3 15:45 0.3 16:39 0.3 17:33 0.1 14:54 0.3 15:48 0.3 16:42 0.3 17:36 0.1 14:57 0.3 15:51 0.3 16:45 0.3 17:39 0.0 15:00 0.3 15:54 0.3 16:48 0.2 17:42 0.2 15:03 0.3 15:57 0.3 16:51 0.2 17:45 0.1 15:06 0.3 16:00 0.3 16:54 0.2 17:48 0.1 15:09 0.3 16:03 0.3 16:57 0.2 17:51 o.o 15:12 0.3 16:06 0.3 17:00 0.2 17:54 0.2 15:15 0.3 16:09 0.3 17:03 0.2 15:18 0.3 16:12 0.3 17:06 0.2 Volume of runoff = 0.49 ac. ft. Depth of runoff = 7.21 in. . File Name -ponderosa Proj. Leader debbie Client godfrey develop Misc. Note -existing runoff Date 08/31/94 Job 94-314 4 Type SCS Desc. existing area D Area 0.3 ac. Time of Concent. 10 min. Storm Dist Type II Time hr:min 5:27 5:30 5:33 5:36 5:39 5:42 5:45 5:48 5:51 5:54 5:57 6:00 6:03 6:06 6:09 6:12 6:15 6:18 6:21 6:24 6:27 6:30 6:33 6:36 6:39 6:42 6:45 6:48 6:51 6:54 6:57 7:00 7:03 7:06 7:09 7:12 7:15 7:18 7:21 7:24 7:27 7:30 7:33 7:36 7:39 Flow cfs 0.0 0.0 o.o 0.0 0.0 o.o 0.0 o.o 0.0 0.0 0.0 o.o 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 o.o 0.0 0.0 0.0 0.0 0.0 0.0 0.0 o.o 0.0 o.o 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 o.o 0.0 0.0 0.0 0.0 Time hr:min 7:42 7:45 7:48 7:51 7:54 7:57 8:00 8:03 8:06 8:09 8:12 8:15 8:18 8:21 8:24 8:27 8:30 8:33 8:36 8:39 8:42 8:45 8:48 8:51 8:54 8:57 9:00 9:03 9:06 9:09 9:12 9:15 9:18 9:21 9:24 9:27 9:30 9:33 9:36 9:39 9:42 9:45 9:48 9:51 9:54 Flow cfs 0.0 0.0 0.0 o.o 0.0 0.0 0.0 o.o 0.0 0.0 0.0 0.0 o.o o.o o.o o.o 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 Time hr:min 9:57 10:00 10:03 10:06 10:09 10:12 10:15 10:18 10:21 10:24 10:27 10:30 10:33 10:36 10:39 10:42 10:45 10:48 10:51 10:54 10:57 11:00 11:03 11:06 11:09 .11:12 11:15 11:18 11:21 11:24 11:27 11:30 11:33 11:36 11:39 11:42 11:45 11:48 11:51 11:54 11:57 12:00 12:03 12:06 12:09 Freq. 100.0 yrs CN 75 Len 24 hrs Precip. 11.00 Flow cf s 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.4 0.6 0.8 0.9 1. 0 1. 3 2.0 2.5 2.8 3.0 2.6 1. 8 Time hr:min 12:12 12:15 12:18 12:21 12:24 12:27 12:30 12:33 12:36 12:39 12:42 12:45 12:48 12:51 12:54 12:57 13:00 13:03 13:06 13:09 13:12 13:15 13:18 13:21 13:24 13:27 13:30 13:33 13:36 13:39 13:42 13:45 13:48 13:51 13:54 13:57 14:00 14:03 14:06 14:09 14:12 14:15 14:18 14:21 14:24 Continued on next page Flow cfs 1.2 0.8 0.7 0.6 0.5 0.4 0.4 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 Continued from previous page 14:27 0.1 15:21 0.1 16:15 0.1 17:09 0.1 14:30 0.1 15:24 0.1 16:18 0.1 17:12 0.0 14:33 0.1 15:27 0.1 16:21 0.1 17:15 0.0 14:36 0.1 15:30 0.1 16:24 0.1 17:18 0.1 14:39 0.1 15:33 0.1 16:27 0.1 17:21 0.1 14:42 0.1 15:36 0.1 16:30 0.1 17:24 0.0 14:45 0.1 15:39 0.1 16:33 0.1 17:27 0.0 14:48 0.1 15:42 0.1 16:36 0.1 17:30 0.1 14:51 0.1 15:45 0.1 16:39 0.1 17:33 0.1 14:54 0.1 15:48 0.1 16:42 0.1 17:36 0.0 14:57 0.1 15:51 0.1 16:45 0.1 17:39 o.o 15:00 0.1 15:54 0.1 16:48 0.1 17:42 0.1 15:03 0.1 15:57 0.1 16:51 0.1 17:45 0.1 15:06 0.1 16:00 0.1 16:54 0.1 17:48 0.0 15:09 0.1 16:03 0.1 16:57 0.1 17:51 o.o 15:12 0.1 16:06 0.1 17:00 0.1 17:54 0.1 15:15 0.1 16:09 0.1 17:03 0.1 15:18 0.1 16:12 0.1 17:06 0.1 Volume of runoff = 0.17 ac. ft. Depth of runoff = 6.95 in. File Name -ponderosa Proj. Leader debbie Client godfrey develop Misc. Note -existing runoff Date 08/31/94 Job 94-314 5 Type SCS Desc. existing area E Area 1.6 ac. Time of Concent. 10 min. Storm Dist Type II Time hr:min 5:27 5:30 5:33 5:36 5:39 5:42 5:45 5:48 5:51 5:54 5:57 6:00 6:03 6:06 6:09 6:12 6:15 6:18 6:21 6:24 6:27 6:30 6:33 6:36 6:39 6:42 6:45 6:48 6:51 6:54 6:57 7:00 7:03 7:06 7:09 7:12 7:15 7:18 7:21 7:24 7:27 7:30 7:33 7:36 7:39 Flow cf s 0.0 0.0 o.o 0.0 0.0 0.0 o.o 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 Time hr:min 7:42 7:45 7:48 7:51 7:54 7:57 8:00 8:03 8:06 8:09 8:12 8:15 8:18 8:21 8:24 8:27 8:30 8:33 8:36 8:39 8:42 8:45 8:48 8:51 8:54 8:57 9:00 9:03 9:06 9:09 9:12 9:15 9:18 9:21 9:24 9:27 9:30 9:33 9:36 9:39 9:42 9:45 9:48 9:51 9:54 Flow cf s 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.3 0.3 0.3 0.3 0.3 0.3 0.3 Time hr:min 9:57 10:00 10:03 10:06 10:09 10:12 10:15 10:18 10:21 10:24 10:27 10:30 10:33 10:36 10:39 10:42 10:45 10:48 10:51 10:54 10:57 11:00 11:03 11:06 11:09 11:12 11:15 11:18 11:21 11:24 11:27 11:30 11:33 11:36 11:39 11:42 11:45 11:48 11:51 11:54 11:57 12:00 12:03 12:06 12:09 Freq. 100.0 yrs CN 75 Len 24 hrs Precip. 11.00 Flow cf s 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.4 0.4 0.4 0.4 0.4 0.4 0.5 0.5 0.5 0.6 0.6 0.6 0.7 0.7 0.7 0.7 0.8 0.8 0.9 0.9 0.9 1. 0 1. 0 1.1 1.2 1.2 1. 9 3.1 4.2 4.8 5.3 7.1 10.5 13.3 15.0 15.7 13.8 9.6 Time hr:min 12:12 12:15 12:18 12:21 12:24 12:27 12:30 12:33 12:36 12:39 12:42 12:45 12:48 12:51 12:54 12:57 13:00 13:03 13:06 13:09 13:12 13:15 13:18 13:21 13:24 13:27 13:30 13:33 13:36 13:39 13:42 13:45 13:48 13:51 13:54 13:57 14:00 14:03 14:06 14:09 14:12 14:15 14:18 14:21 14:24 Continued on next page Flow cf s 6.1 4.4 3.6 3.0 2.5 2.1 1.9 1.8 1.8 1. 6 1. 6 1.5 1.5 1.4 1. 3 1. 2 1.2 1.2 1.1 1.1 1. 0 1. 0 1. 0 0.9 0.9 0.9 0.9 0.8 0.8 0.8 0.8 0.8 0.8 0.8 0.8 0.8 0.8 0.8 0.8 0.8 0.7 0.7 0.7 0.7 0.7 Continued from previous page 14:27 0.7 15:21 0.6 16:15 0.5 17:09 0.5 14:30 0.7 15:24 0.6 16:18 0.5 17:12 0.2 14:33 0.7 15:27 0.6 16:21 0.5 17:15 0.1 14:36 0.7 15:30 0.6 16:24 0.5 17:18 0.4 14:39 0.7 15:33 0.6 16:27 0.5 17:21 0.3 14:42 0.7 15:36 0.6 16:30 0.5 17:24 0.2 14:45 0.7 15:39 0.6 16:33 0.5 17:27 0.1 14:48 0.7 15:42 0.6 16:36 0.5 17:30 0.4 14:51 0.7 15:45 0.6 16:39 0.5 17:33 0.3 14:54 0.7 15:48 0.6 16:42 0.5 17:36 0.2 14:57 0.7 15:51 0.6 16:45 0.5 17:39 0.1 15:00 0.7 15:54 0.6 16:48 0.5 17:42 0.4 15:03 0.7 15:57 0.6 16:51 0.5 17:45 0.3 15:06 0.7 16:00 0.6 16:54 0.5 17:48 0.2 15:09 0.7 16:03 0.6 16:57 0.5 17:51 o.o 15:12 0.6 16:06 0.6 17:00 0.5 17:54 0.4 15:15 0.6 16:09 0.6 17:03 0.5 15:18 0.6 16:12 0.5 17:06 0.5 Volume of runoff = 0.97 ac. ft. Depth of runoff = 7.29 in. File Name -ponderosa Proj. Leader debbie Client godfrey develop Misc. Note -existing runoff Date 08/31/94 Job 94-314 6 Type SCS Desc. developed area A Area 1.7 ac. Time of Concent. 10 min. Freq. 100.0 yrs CN 94 Storm Dist Type II Len 24 hrs Precip. 11.00 --------------------------------------------------------------------------------Time hr:min 1:24 1:27 1:30 1:33 1:36 1:39 1:42 1:45 1:48 1:51 1:54 1:57 2:00 2:03 2:06 2:09 2:12 2:15 2:18 2:21 2:24 2:27 2:30 2:33 2:36 2:39 2:42 2:45 2:48 2:51 2:54 2:57 3:00 3:03 3:06 3:09 3:12 3:15 3:18 3:21 3:24 3:27 3:30 3:33 3:36 Flow cf s 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 o.o 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 Time hr:min 3:39 3:42 3:45 3:48 3:51 3:54 3:57 4:00 4:03 4:06 4:09 4:12 4:15 4:18 4:21 4:24 4:27 4:30 4:33 4:36 4:39 4:42 4:45 4:48 4:51 4:54 4:57 5:00 5:03 5:06 5:09 5:12 5:15 5:18 5:21 5:24 5:27 5:30 5:33 5:36 5:39 5:42 5:45 5:48 5:51 Flow cf s 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 Time hr:min 5:54 5:57 6:00 6:03 6:06 6:09 6:12 6:15 6:18 6:21 6:24 6:27 6:30 6:33 6:36 6:39 6:42 6:45 6:48 6:51 6:54 6:57 7:00 7:03 7:06 7:09 7:12 7:15 7:18 7:21 7:24 7:27 7:30 7:33 7:36 7:39 7:42 7:45 7:48 7:51 7:54 7:57 8:00 8:03 8:06 Flow cfs 0.2 0.2 0.2 0.2 0.2 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 Time hr:min 8:09 8:12 8:15 8:18 8:21 8:24 8:27 8:30 8:33 8:36 8:39 8:42 8:45 8:48 8:51 8:54 8:57 9:00 9:03 9:06 9:09 9:12 9:15 9:18 9:21 9:24 9:27 9:30 9:33 9:36 9:39 9:42 9:45 9:48 9:51 9:54 9:57 10:00 10:03 10:06 10:09 10:12 10:15 10:18 10:21 Continued on next page Flow cf s 0.4 0.4 0.4 0.4 0.4 0.4 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.6 0.6 0.6 0.6 0.6 0.6 0.6 0.6 0.6 0.6 0.6 0.6 0.6 0.6 0.6 0.6 0.7 0.7 0.7 0.7 0.7 0.7 Continued from previous page 10:24 0.8 11:18 1. 5 12:12 8.0 13:06 1. 0 10:27 0.8 11:21 1. 6 12:15 5.6 13:09 1. 0 10:30 0.8 11:24 1. 7 12:18 4.4 13:12 1. 0 10:33 0.9 11:27 1. 8 12:21 3.7 13:15 1. 0 10:36 0.9 11:30 1. 9 12:24 3.0 13:18 1. 0 10:39 1. 0 11:33 2.0 12:27 2.6 13:21 1. 0 10:42 1. 0 11:36 2.8 12:30 2.3 13:24 1. 0 10:45 1.1 11:39 4.6 12:33 2.2 13:27 0.9 10:48 1.1 11:42 6.2 12:36 2.1 13:30 0.6 10:51 1.1 11:45 7.0 12:39 2.0 13:33 0.4 10:54 1.2 11:48 7.5 12:42 1. 9 13:36 0.1 10:57 1. 3 11:51 9.5 12:45 1. 8 13:39 0.8 11:00 1. 3 11:54 13.7 12:48 1. 8 13:42 0.6 11:03 1. 3 11:57 17.3 12:51 1. 7 13:45 0.3 11:06 1. 3 12:00 19.1 12:54 1. 6 13:48 0.1 11:09 1.4 12:03 12·2 12:57 1.4 13:51 0.8 11:12 1. 5 12:06 17.8 13:00 1. 0 11:15 1. 5 12:09 12.6 13:03 1. 0 Volume of runoff = 1.15 ac. ft. Depth of runoff = 8.01 in. File Name -ponderosa Proj. Leader debbie Client godfrey develop Misc. Note -existing runoff Date 08/31/94 Job 94-314 7 Type scs Desc. developed area B Area 0.3 ac. Time of Concent. 10 min. Storm Dist Type II Time hr:min 0:36 0:39 0:42 0:45 0:48 0:51 0:54 0:57 1:00 1:03 1:06 1:09 1:12 1:15 1:18 1:21 1:24 1:27 1:30 1:33 1:36 1:39 1:42 1:45 1:48 1:51 1:54 1:57 2:00 2:03 2:06 2:09 2:12 2:15 2:18 2:21 2:24 2:27 2:30 2:33 2:36 2:39 2:42 2:45 2:48 Flow cfs 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 o.o 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 o.o o.o 0.0 0.0 0.0 0.0 0.0 o.o 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Time hr:min 2:51 2:54 2:57 3:00 3:03 3:06 3:09 3:12 3:15 3:18 3:21 3:24 3:27 3:30 3:33 3:36 3:39 3:42 3:45 3:48 3:51 3:54 3:57 4:00 4:03 4:06 4:09 4:12 4:15 4:18 4:21 4:24 4:27 4:30 4:33 4:36 4:39 4:42 4:45 4:48 4:51 4:54 4:57 5:00 5:03 Flow cfs 0.0 o.o 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 o.o 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 o.o 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 Time hr:min 5:06 5:09 5:12 5:15 5:18 5:21 5:24 5:27 5: 30 5:33 5:36 5:39 5:42 5:45 5:48 5:51 5:54 5:57 6:00 6:03 6:06 6:09 6:12 6:15 6:18 6:21 6:24 6:27 6:30 6:33 6:36 6:39 6:42 6:45 6:48 6:51 6:54 6:57 7:00 7:03 7:06 7:09 7:12 7:15 7:18 Freq. 100.0 yrs CN 98 Len 24 hrs Precip. 11.00 Flow cfs 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 Time hr:min 7:21 7:24 7:27 7:30 7:33 7:36 7:39 7:42 7:45 7:48 7:51 7:54 7:57 8:00 8:03 8:06 8:09 8:12 8:15 8:18 8:21 8:24 8:27 8:30 8:33 8:36 8:39 8:42 8:45 8:48 8:51 8:54 8:57 9:00 9:03 9:06 9:09 9:12 9:15 9:18 9:21 9:24 9:27 9:30 9:33 Continued on next page Flow cf s 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 Continued from previous page 9:36 0.1 10:30 0.2 11:24 0.3 12:18 0.8 9:39 0.1 10:33 0.2 11:27 0.3 12:21 0.5 9:42 0.1 10:36 0.2 11:30 0.3 12:24 0.3 9:45 0.1 10:39 0.2 11:33 0.4 12:27 0.2 9:48 0.1 10:42 0.2 11:36 0.5 12:30 0.2 9:51 0.1 10:45 0.2 11:39 0.8 12:33 0.2 9:54 0.1 10:48 0.2 11:42 1.1 12:36 0.2 9:57 0.1 10:51 0.2 11:45 1. 3 12:39 0.2 10:00 0.1 10:54 0.2 11:48 1.4 12:42 0.2 10:03 0.1 10:57 0.2 11:51 1. 7 12:45 0.2 10:06 0.1 11:00 0.2 11:54 2.5 12:48 0.1 10:09 0.1 11:03 0.2 11:57 3.1 12:51 0.0 10:12 0.1 11:06 0.3 12:00 3.5 12:54 0.2 10:15 0.1 11:09 0.3 12:03 3.6 12:57 0.1 10:18 0.1 11:12 0.3 12:06 3.3 13:00 0.1 10:21 0.1 11:15 0.3 12:09 2.4 13:03 o.o 10:24 0.1 11:18 0.3 12:12 1. 5 10:27 0.2 11:21 0.3 12:15 1. 0 Volume of runoff = 0.20 ac. ft. Depth of runoff = 7.90 in. File Name -ponderosa Proj. Leader debbie Client godfrey develop Misc. Note -existing runoff Date 08/31/94 Job 94-314 8 Type scs Desc. developed area c Area 0.8 ac. Time of Concent. 10 min. Storm Dist Type II Time hr:min 1:24 1:27 1:30 1:33 1:36 1:39 1:42 1:45 1:48 1:51 1:54 1:57 2:00 2:03 2:06 2:09 2:12 2:15 2:18 2:21 2:24 2:27 2:30 2:33 2:36 2:39 2:42 2:45 2:48 2:51 2:54 2:57 3:00 3:03 3:06 3:09 3:12 3:15 3:18 3:21 3:24 3:27 3:30 3:33 3:36 Flow cf s 0.0 0.0 o.o 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 o.o 0.0 0.0 0.0 o.o 0.0 o.o 0.0 0.0 0.0 0.0 0.0 o.o 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 Time hr:min 3:39 3:42 3:45 3:48 3:51 3:54 3:57 4:00 4:03 4:06 4:09 4:12 4:15 4:18 4:21 4:24 4:27 4:30 4:33 4:36 4:39 4:42 4:45 4:48 4:51 4:54 4:57 5:00 5:03 5:06 5:09 5:12 5:15 5:18 5:21 5:24 5:27 5:30 5:33 5:36 5:39 5:42 5:45 5:48 5:51 Flow cf s 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 . -~o. 1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 Time hr:min 5:54 5:57 6:00 6:03 6:06 6:09 6:12 6:15 6:18 6:21 6:24 6:27 6:30 6:33 6:36 6:39 6:42 6:45 6:48 6:51 6:54 6:57 7:00 7:03 7:06 7:09 7:12 7:15 7:18 7:21 7:24 7:27 7:30 7:33 7:36 7:39 7:42 7:45 7:48 7:51 7:54 7:57 8:00 8:03 8:06 Freq. 100.0 yrs CN 94 Len 24 hrs Precip. 11.00 Flow cf s 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 Time hr:min 8:09 8:12 8:15 8:18 8:21 8:24 8:27 8:30 8:33 8:36 8:39 8:42 8:45 8:48 8:51 8:54 8:57 9:00 9:03 9:06 9:09 9:12 9:15 9:18 9:21 9:24 9:27 9:30 9:33 9:36 9:39 9:42 9:45 9:48 9:51 9:54 9:57 10:00 10:03 10:06 10:09 10:12 10:15 10:18 10:21 Continued on next page Flow cf s 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 Continued from previous page 10:24 0.4 11:18 0.7 12:12 3.8 13:06 0.5 10:27 0.4 11:21 0.7 12:15 2.6 13:09 0.5 10:30 0.4 11:24 0.8 12:18 2.1 13:12 0.5 10:33 0.4 11:27 0.9 12:21 1. 7 13:15 0.5 10:36 0.4 11:30 0.9 12:24 1.4 13:18 0.5 10:39 0.5 11:33 0.9 12:27 1. 2 13:21 0.5 10:42 0.5 11:36 1. 3 12:30 1.1 13:24 0.5 10:45 0.5 11:39 2.2 12:33 1. 0 13:27 0.4 10:48 0.5 11:42 2.9 12:36 1. 0 13:30 0.3 10:51 0.5 11:45 3.3 12:39 0.9 13:33 0.2 10:54 0.6 11:48 3.5 12:42 0.9 13:36 0.1 10:57 0.6 11:51 4.5 12:45 0.8 13:39 0.4 11:00 0.6 11:54 6.4 12:48 0.8 13:42 0.3 11:03 0.6 11:57 8.1 12:51 0.8 13:45 0.2 11:06 0.6 12:00 9.0 12:54 0.7 13:48 0.0 11:09 0.7 12:03 9.~ 12:57 0.7 13:51 0.4 11:12 0.7 12:06 8.4 13:00 0.5 11:15 0.7 12:09 5.9 13:03 0.5 Volume of runoff = 0.54 ac. ft. Depth of runoff = 8.05 in. File Name -ponderosa Proj. Leader debbie Client godfrey develop Misc. Note -existing runoff Date 08/31/94 Job 94-314 9 Type SCS Desc. developed area D Area 0.3 ac. Time of Concent. 10 min. storm Dist Type II Time hr:min 1:24 1:27 1: 30 1:33 1:36 1:39 1:42 1:45 1:48 1:51 1:54 1:57 2:00 2:03 2:06 2:09 2:12 2:15 2:18 2:21 2:24 2:27 2:30 2:33 2:36 2:39 2:42 2:45 2:48 2:51 2:54 2:57 3:00 3:03 3:06 3:09 3:12 3:15 3:18 3:21 3:24 3:27 3:30 3:33 3:36 Flow cf s 0.0 0.0 o.o 0.0 0.0 0.0 0.0 0.0 0.0 o.o 0.0 o.o 0.0 o.o 0.0 o.o o.o o.o 0.0 0.0 0.0 0.0 0.0 o.o o.o 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 o.o 0.0 0.0 0.0 0.0 o.o 0.0 Time hr:min 3:39 3:42 3:45 3:48 3:51 3:54 3:57 4:00 4:03 4:06 4:09 4:12 4:15 4:18 4:21 4:24 4:27 4:30 4:33 4:36 4:39 4:42 4:45 4:48 4:51 4:54 4:57 5:00 5:03 5:06 5:09 5:12 5:15 5:18 5:21 5:24 5:27 5:30 5:33 5:36 5:39 5:42 5:45 5:48 5:51 Flow cf s 0.0 0.0 o.o 0.0 0.0 0.0 0.0 0.0 o.o 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 o.o o.o 0.0 o.o 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Time hr:min 5:54 5:57 6:00 6:03 6:06 6:09 6:12 6:15 6:18 6:21 6:24 6:27 6:30 6:33 6:36 6:39 6:42 6:45 6:48 6:51 6:54 6:57 7:00 7:03 7:06 7:09 7:12 7:15 7:18 7:21 7:24 7:27 7:30 7:33 7:36 7:39 7:42 7:45 7:48 7:51 7:54 7:57 8:00 8:03 8:06 Freq. 100.0 yrs CN 94 Len 24 hrs Precip. 11.00 Flow cf s 0.0 0.0 0.0 o.o 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 Time hr:min 8:09 8:12 8:15 8:18 8:21 8:24 8:27 8:30 8:33 8:36 8:39 8:42 8:45 8:48 8:51 8:54 8:57 9:00 9:03 9:06 9:09 9:12 9:15 9:18 9:21 9:24 9:27 9:30 9:33 9:36 9:39 9:42 9:45 9:48 9:51 9:54 9:57 10:00 10:03 10:06 10:09 10:12 10:15 10:18 10:21 Continued on next page Flow cf s 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 Continued from previous page 10:24 0.1 11:18 0.3 12:12 1. 4 13:06 0.2 10:27 0.1 11:21 0.3 12:15 1. 0 13:09 0.2 10:30 0.1 11:24 0.3 12:18 0.8 13:12 0.2 10:33 0.1 11:27 0.3 12:21 0.6 13:15 0.2 10:36 0.2 11:30 0.3 12:24 0.5 13:18 0.2 10:39 0.2 11:33 0.3 12:27 0.4 13:21 0.2 10:42 0.2 11:36 0.5 12:30 0.4 13:24 0.2 10:45 0.2 11:39 0.8 12:33 0.4 13:27 0.1 10:48 0.2 11:42 1.1 12:36 0.4 13:30 0.1 10:51 0.2 11:45 1. 2 12:39 0.3 13:33 0.1 10:54 0.2 11:48 1. 3 12:42 0.3 13:36 0.0 10:57 0.2 11:51 1. 7 12:45 0.3 13:39 0.1 11:00 0.2 11:54 2.4 12:48 0.3 13:42 0.1 11:03 0.2 11:57 3.0 12:51 0.3 13:45 0.1 11:06 0.2 12:00 3.3 12:54 0.3 13:48 o.o 11:09 0.2 12:03 3.5 12:57 0.2 13:51 0.1 11:12 0.3 12:06 3.1 13:00 0.2 11:15 0.3 12:09 2.2 13:03 0.2 Volume of runoff = 0.20 ac. ft. Depth of runoff = 7.93 in. - File Name -ponderosa Proj. Leader debbie Client godfrey develop Misc. Note -existing runoff Date 08/31/94 Job 94-314 10 Type SCS Desc. developed area E Area 1.6 ac. Time of Concent. 10 min. Storm Dist Type II Time hr:min 1:24 1:27 1:30 1:33 1:36 1:39 1:42 1:45 1:48 1:51 1:54 1:57 2:00 2:03 2:06 2:09 2:12 2:15 2:18 2:21 2:24 2:27 2:30 2:33 2:36 2:39 2:42 2:45 2:48 2:51 2:54 2:57 3:00 3:03 3:06 3:09 3:12 3:15 3:18 3:21 3:24 3:27 3:30 3:33 3:36 Flow cfs 0.0 0.0 0.0 o.o 0.0 0.0 0.0 0.0 0.0 o.o o.o 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 Time hr:min 3:39 3:42 3:45 3:48 3:51 3:54 3:57 4:00 4:03 4:06 4:09 4:12 4:15 4:18 4:21 4:24 4:27 4:30 4:33 4:36 4:39 4:42 4:45 4:48 4:51 4:54 4:57 5:00 5:03 5:06 5:09 5:12 5:15 5:18 5:21 5:24 5:27 5:30 5:33 5: 36 5:39 5:42 5:45 5:48 5:51 Flow cf s 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 Time hr:min 5:54 5:57 6:00 6:03 6:06 6:09 6:12 6:15 6:18 6:21 6:24 6:27 6:30 6:33 6:36 6:39 6:42 6:45 6:48 6:51 6:54 6:57 7:00 7:03 7:06 7:09 7:12 7:15 7:18 7:21 7:24 7:27 7:30 7:33 7:36 7:39 7:42 7:45 7:48 7:51 7:54 7:57 8:00 8:03 8:06 Freq. 100.0 yrs CN 94 Len 24 hrs Precip. 11.00 Flow cfs 0.2 0.2 0.2 0.2 0.2 0.2 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 Time hr:min 8:09 8:12 8:15 8:18 8:21 8:24 8:27 8:30 8:33 8:36 8:39 8:42 8:45 8:48 8:51 8:54 8:57 9:00 9:03 9:06 9:09 9:12 9:15 9:18 9:21 9:24 9:27 9:30 9:33 9:36 9:39 9:42 9:45 9:48 9:51 9:54 9:57 10:00 10:03 10:06 10:09 10:12 10:15 10:18 10:21 Continued on next page Flow cf s 0.3 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.6 0.6 0.6 0.6 0.6 0.6 0.6 0.6 0.6 0.6 0.6 0.6 0.7 0.7 0.7 Continued from previous page 10:24 0.7 11:18 1.4 12:12 7.4 13:06 0.9 10:27 0.8 11:21 1. 5 12:15 5.1 13:09 0.9 10:30 0.8 11:24 1. 6 12:18 4.1 13:12 0.9 10:33 0.8 11:27 1. 7 12:21 3.4 13:15 0.9 10:36 0.8 11:30 1. 7 12:24 2.8 13:18 0.9 10:39 0.9 11:33 1.8 12:27 2.4 13:21 0.9 10:42 0.9 11:36 2.6 12:30 2.2 13:24 0.9 10:45 1. 0 11:39 4.2 12:33 2.0 13:27 0.8 10:48 1. 0 11:42 5.7 12:36 1. 9 13:30 0.6 10:51 1. 0 11:45 6.5 12:39 1.8 13:33 0.3 10:54 1.1 11:48 6.9 12:42 1. 7 13:36 0.1 10:57 1. 2 11:51 8.8 12:45 1. 7 13:39 0.8 11:00 1. 2 11:54 12.7 12:48 1. 6 13:42 0.5 11:03 1. 2 11:57 16.0 12:51 1. 6 13:45 0.3 11:06 1. 2 12:00 17.7 12:54 1. 5 13:48 0.1 11:09 1.3 12:03 18.4 12:57 1. 3 13:51 0.8 11:12 1. 4 12:06 16.5 13:00 1. 0 11:15 1. 4 12:09 11. 6 13:03 0.9 Volume of runoff = 1.06 ac. ft. Depth of runoff = 8.03 in. File Name -ponderosa Proj. Leader debbie Client godfrey develop Misc. Note -existing runoff Date 09/07/94 Job 94-314 11 Type SCS Desc. EXISTING A+B (100 YR) Area 2.0 ac. Time of Concent. 10 min. Freq. 100.0 yrs CN 75 Len 24 hrs Precip. 11.00 Storm Dist Type II Time hr:min 6:11 6:15 6:19 6:23 6:27 6:31 6:35 6:39 6:43 6:47 6:51 6:55 6:59 7:03 7:07 7:11 7:15 7:19 7:23 7:27 7:31 7:35 7:39 7:43 7:47 7:51 7:55 7:59 8:03 8:07 8:11 8:15 8:19 8:23 8:27 8:31 8:35 8:39 8:43 8:47 8:51 8:55 8:59 9:03 Flow cf s 0.0 0.0 o.o o.o 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 Time hr:min 9:07 9:11 9:15 9:19 9:23 9:27 9:31 9:35 9:39 9:43 9:47 9:51 9:55 9:59 10:03 10:07 10:11 10:15 10:19 10:23 10:27 10:31 10:35 10:39 10:43 10:47 10:51 10:55 10:59 11:03 11:07 11:11 11:15 11:19 11:23 11:27 11:31 11:35 11:39 11:43 11:47 11:51 11:55 11:59 Volume of runoff = Flow cf s 0.2 0.2 0.2 0.2 0.2 0.3 0.3 0.3 0.3 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.5 0.5 0.5 0.5 0.6 0.6 0.6 0.7 0.7 0.7 0.8 0.8 0.9 1. 0 1.1 1.1 1. 2 1. 2 1. 4 1. 6 2.3 3.9 5.4 6.7 9.8 14.3 17.9 1. 20 ac. ft. Time hr:min 12:03 12:07 12:11 12:15 12:19 12:23 12:27 12:31 12:35 12:39 12:43 12:47 12:51 12:55 12:59 13:03 13:07 13:11 13:15 13:19 13:23 13:27 13:31 13:35 13:39 13:43 13:47 13:51 13:55 13:59 14:03 14:07 14:11 14:15 14:19 14:23 14:27 14:31 14:35 14:39 14:43 14:47 14:51 14:55 Flow cf s 18.5 15.2 10.0 6.2 4.3 3.4 2.8 2.4 2.2 2.1 1. 9 1. 8 1. 7 1. 6 1. 5 1. 4 1.4 1. 3 1. 3 1.2 1.1 1.1 1.1 1.1 1.1 1.1 1. 0 1. 0 0.9 0.9 0.9 0.9 0.9 0.9 0.9 0.9 0.9 0.9 0.9 0.8 0.8 0.8 0.8 0.8 Time hr:min 14:59 15:03 15:07 15:11 15:15 15:19 15:23 15:27 15:31 15:35 15:39 15:43 15:47 15:51 15:55 15:59 16:03 16:07 16:11 16:15 16:19 16:23 16:27 16:31 16:35 16:39 16:43 16:47 16:51 16:55 16:59 17:03 17:07 17:11 17:15 17:19 17:23 17:27 17:31 17:35 17:39 17:43 17:47 17:51 Flow cf s 0.8 0.8 0.8 0.8 0.8 0.8 0.8 0.8 0.8 0.8 0.7 0.7 0.7 0.7 0.7 0.7 0.7 0.7 0.7 0.7 0.7 0.7 0.7 0.6 0.6 0.6 0.6 0.6 0.6 0.6 0.6 0.6 0.5 0.3 0.2 0.3 0.2 0.2 0.3 0.2 0.2 0.3 0.2 0.0 Depth of runoff= 7.09 in. File Name -ponderosa Proj. Leader debbie Client godfrey develop Misc. Note -existing runoff Date 09/07/94 Job 94-314 12 Type SCS Desc. developed area A+B Area 2.0 ac. Time of Concent. 10 min. Storm Dist Type II Time hr:min 1:44 1:48 1:52 1:56 2:00 2:04 2:08 2:12 2:16 2:20 2:24 2:28 2:32 2:36 2:40 2:44 2:48 2:52 2:56 3:00 3:04 3:08 3:12 3:16 3:20 3:24 3:28 3:32 3:36 3:40 3:44 3:48 3:52 3:56 4:00 4:04 4:08 4: 12 4:16 4:20 4:24 4:28 4:32 4:36 4:40 Flow cf s 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.2 0.2 0.3 0.3 0.3 0.3 0.3 0.3 0.3 Time hr:min 4:44 4:48 4:52 4:56 5:00 5:04 5:08 5:12 5:16 5:20 5:24 5:28 5:32 5:36 5:40 5:44 5:48 5:52 5:56 6:00 6:04 6:08 6:12 6:16 6:20 6:24 6:28 6:32 6:36 6:40 6:44 6:48 6:52 6:56 7:00 7:04 7:08 7:12 7:16 7:20 7:24 7:28 7:32 7:36 7:40 Flow cf s 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 Time hr:min 7:44 7:48 7:52 7:56 8:00 8:04 8:08 8:12 8:16 8:20 8:24 8:28 8:32 8:36 8:40 8:44 8:48 8:52 8:56 9:00 9:04 9:08 9:12 9:16 9:20 9:24 9:28 9:32 9:36 9:40 9:44 9:48 9:52 9:56 10:00 10:04 10:08 10:12 10:16 10:20 10:24 10:28 10:32 10:36 10:40 Freq. 100.0 yrs CN 94 Len 24 hrs Precip. 11.00 Flow cf s 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.5 0.5 0.5 0.5 0.6 0.6 0.6 0.6 0.6 0.6 0.6 0.6 0.6 0.6 0.6 0.6 0.6 0.7 0.7 0.7 0.7 0.7 0.7 0.7 0.7 0.7 0.7 0.7 0.7 0.8 0.8 0.8 0.9 0.9 1. 0 1.1 1.1 Time hr:min 10:44 10:48 10:52 10:56 11:00 11:04 11:08 11:12 11:16 11:20 11:24 11:28 11:32 11:36 11:40 11:44 11:48 11:52 11:56 12:00 12:04 12:08 12:12 12:16 12:20 12:24 12:28 12:32 12:36 12:40 12:44 12:48 12:52 12:56 13:00 13:04 13:08 13:12 13:16 13:20 13:24 13:28 13:32 13:36 13:40 Continued on next page Flow cf s 1.2 1.3 1. 3 1.4 1.5 1. 5 1. 6 1. 7 1.8 1.8 2.0 2.1 2.4 3.7 5.9 7.7 9.6 13.4 18.3 21. 7 21.5 16.9 10.6 6.4 4.6 3.4 2.7 2 .4 2.3 2.1 2.0 1.8 1. 7 1. 5 1.1 1. 0 1. 0 1.0 1.0 1. 0 0 .9 0.7 0.4 0.4 0.5 Continued from previous page 13:44 0.4 13:48 0.1 13:52 0.0 13:56 o.o Volume of runoff = 1.33 ac. ft. Depth of runoff = 7.87 in. File Name -ponderosa Proj. Leader debbie Client godfrey develop Misc. Note -existing runoff Date 09/07/94 Job 94-314 16 Type scs Desc. EXISTING C+D {100 YR) Area 1.1 ac. Time of Concent. 10 min. Freq. 100.0 yrs CN 75 Len 24 hrs Precip. 11.00 Storm Dist Type II Time hr:min 7:42 7:47 7:52 7:57 8:02 8:07 8:12 8:17 8:22 8:27 8:32 8:37 8:42 8:47 8:52 8:57 9:02 9:07 9:12 9:17 9:22 9:27 9:32 9:37 9:42 9:47 9:52 9:57 10:02 10:07 10:12 Flow cf s 0.0 0.0 o.o 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.2 0.3 0.3 0.3 Time hr:min 10:17 10:22 10:27 10:32 10:37 10:42 10:47 10:52 10:57 11:02 11:07 11:12 11:17 11:22 11:27 11:32 11:37 11:42 11:47 11:52 11:57 12:02 12:07 12:12 12:17 12:22 12:27 12:32 12:37 12:42 12:47 Volume of runoff = Flow cf s 0.3 0.3 0.3 0.3 0.3 0.3 0.4 0.4 0.4 0.5 0.5 0.6 0.6 0.7 0.7 0.9 1. 7 2.7 3.8 5.9 8.8 10.0 8.2 4.9 2.8 2.0 1. 5 1. 3 1.1 1.1 1. 0 0.64 ac. ft. Time hr:min 12:52 12:57 13:02 13:07 13:12 13:17 13:22 13:27 13:32 13:37 13:42 13:47 13:52 13:57 14:02 14:07 14:12 14:17 14:22 14:27 14:32 14:37 14:42 14:47 14:52 14:57 15:02 15:07 15:12 15:17 15:22 Flow cf s 0.9 0.8 0.7 0.7 0.7 0.7 0.6 0.6 0.6 0.6 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 Time hr:min 15:27 15:32 15:37 15:42 15:47 15:52 15:57 16:02 16:07 16:12 16:17 16:22 16:27 16:32 16:37 16:42 16:47 16:52 16:57 17:02 17:07 17:12 17:17 17:22 17:27 17:32 17:37 17:42 17:47 17:52 17:57 Flow cf s 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.3 0.3 0.3 0.3 0.3 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 o.o 0.0 Depth of runoff = 6.92 in. File Name -ponderosa Proj. Leader debbie Client godfrey develop Misc. Note -existing runoff Date 09/07/94 Job 94-314 18 Type scs Desc. DEVELOPED C+D (100 YR) Area 1.1 ac. Time of Concent. 10 min. Freq. 100.0 yrs CN 94 Len 24 hrs Precip. 11.00 Storm Dist Type II Time hr:min 2:49 2:54 2:59 3:04 3:09 3:14 3:19 3:24 3:29 3:34 3:39 3:44 3:49 3:54 3:59 4:04 4:09 4:14 4:19 4:24 4:29 4:34 4:39 4:44 4:49 4:54 4:59 5:04 5:09 5:14 5:19 5:24 5:29 5:34 Flow cf s 0.0 0.0 o.o 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 Time hr:min 5:39 5:44 5:49 5:54 5:59 6:04 6:09 6:14 6:19 6:24 6:29 6:34 6:39 6:44 6:49 6:54 6:59 7:04 7:09 7:14 7:19 7:24 7:29 7:34 7:39 7:44 7:49 7:54 7:59 8:04 8:09 8:14 8:19 8:24 Volume of runoff = Flow cfs 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.73 ac. ft. Time hr:min 8:29 8:34 8:39 8:44 8:49 8:54 8:59 9:04 9:09 9:14 9:19 9:24 9:29 9:34 9:39 9:44 9:49 9:54 9:59 10:04 10:09 10:14 10:19 10:24 10:29 10:34 10:39 10:44 10:49 10:54 10:59 11:04 11:09 11:14 Flow cfs 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.5 0.5 0.6 0.7 0.7 0.7 0.8 0.8 0.9 0.9 Time hr:min 11:19 11:24 11:29 11:34 11:39 11:44 11:49 11:54 11:59 12:04 12:09 12:14 12:19 12:24 12:29 12:34 12:39 12:44 12:49 12:54 12:59 13:04 13:09 13:14 13:19 13:24 13:29 13:34 13:39 13:44 13:49 13:54 13:59 14:04 Flow cf s 1. 0 1.1 1.2 1. 6 2.9 4.2 5.7 8.6 11.4 11. 5 8.2 4.5 2.8 1.9 1.5 1.4 1.2 1.1 1. 0 0.9 0.8 0.7 0.7 0.7 0.7 0.6 0.4 0.3 0.3 0.3 0.1 0.0 0.0 0.0 Depth of runoff= 7.85 in. APPENDIXB •I ,_ *** ROUTING OF HYDROGRAPH # 3 *** File Name -ponda Proj. Leader debbie Client godfrey develop Misc. Note -developed runoff Date 09/20/94 Job 94-314 No. 1 2 3 4 Description : Pond A Developed Conditions Ponderosa Place RESERVOIR OUTFLOW CONTROL STRUCTURES Vert Box 1 Broad erst Weir 2 Elev 318.50 Elev 319.20 Elev Storage 318.50 318.60 318.70 318.80 0.000 0.005 0.010 0.016 Routing of Hydrograph # 3 Length 12 Length 5.0' Outflow No. 0.00 5 0.50 6 1. 30 7 1. 91 in Width in No. 12 1 Rt Slope Lt Slope 1.0 1.0 Elev 318.90 319.00 320.00 Storage 0.037 0.058 0.126 Ht 1. 0 Outflow 2.22 2.51 8.40 File Name -ponderosa Proj. Leader debbie Client godfrey develop Misc. Note -developed runoff Date 09/20/94 Job 94-314 3 Type SCS Desc. DEVELOPED C+D (2 YR) Area 1.1 ac. Time of Concent. 10 min. · Storm Dist Type II Hydro9ra~h # 11 -total outflow hydrograph Description DEVELOPED C+D ROUTED (2 YR) Date 09/20/94 Inflow H'graph: DEVELOPED C+D (2 YR) Time Inf low Storage hr:min cfs ac ft 8:01 0.0 0.0000 8:06 0.0 0.0000 8:11 0.0 0.0000 8:16 0.1 0.0003 8:21 0.1 0.0009 Elevation feet 318.50 318.50 318.50 318.51 318.52 Freq. 2.0 yrs CN 94 Len 24 hrs Precip. 4.50 Outflow cfs {Tot) 0.00 o.oo 0.00 0.01 0.04 Page 01 Outflow cf s (Part) o.oo 0.00 o.oo 0.01 0.04 0.0010 ac.ft. have entered the pond. 0.0001 ac.ft. {17.52%) have exited. Date 09/20/94 Page 02 Inflow H'graph: DEVELOPED C+D (2 YR) Elevation Time Inf low Storage Outflow Outflow hr:min cfs ac ft feet cf s (Tot) cf s (Part) -----------------------------------------------------------------------------8:26 0.1 0.0012 318.52 0.06 0.06 8:31 0.1 0.0014 318.53 0.08 0.08 8:36 0.1 0.0015 318.53 0.09 0.09 8:41 0.1 0.0016 318.53 0.09 0.09 8:46 0.1 0.0016 318.53 0.10 0.10 8:51 0.1 0.0017 318.53 0.10 0.10 8:56 0.1 0.0017 318.53 0.10 0.10 9:01 0.1 0.0017 318.53 0.10 0.10 9:06 0.1 0.0017 318.53 0.10 0.10 9:11 0.1 0.0017 318.53 0.10 0.10 9:16 0.1 0.0017 318.53 0.10 0.10 9:21 0.1 0.0017 318.53 0.10 0.10 9:26 0.1 0.0017 318.53 0.10 0.10 9:31 0.1 0.0017 318.53 0.10 0.10 9:36 0.1 0.0017 318.53 0.10 0.10 9:41 0.1 0.0017 318.53 0.10 0.10 9:46 0.1 0.0017 318.53 0.10 0.10 9:51 0.1 0.0017 318.53 0.10 0.10 9:56 0.1 0.0017 318.53 0.10 0.10 10:01 0.1 0.0017 318.53 0.10 0.10 10:06 0.1 0.0017 318.53 0.10 0.10 10:11 0.1 0.0017 318.53 0.10 0.10 10:16 0.1 0.0017 318.53 0.10 0.10 10:21 0.1 0.0017 318.53 0.10 0.10 10:26 0.1 0.0017 318.53 0.10 0.10 10:31 0.1 0.0017 318.53 0.10 0.10 10:36 0.2 0.0019 318.54 0.12 0.12 10:41 0.2 0.0023 318.55 0.16 0.16 10:46 0.3 0.0028 318.56 0.21 0.21 10:51 0.3 0.0032 318.56 0.26 0.26 10:56 0.3 0.0034 318.57 0.28 0.28 11:01 0.3 0.0035 318.57 0.29 0.29 11:06 0.3 0.0035 318.57 0.30 0.30 11:11 0.3 0.0035 318.57 0.30 0.30 11:16 0.3 0.0035 318.57 0.30 0.30 11:21 0.4 0.0038 318.58 0.33 0.33 11:26 0.4 0.0041 318.58 0.37 0.37 11:31 0.4 0.0042 318.58 0.39 0.39 11:36 0.7 0.0049 318.60 0.49 0.49 11:41 1. 3 0.0073 318.64 0.81 0.81 11:46 1. 7 0.0105 318.70 1. 27 1.27 11:51 2.7 0.0150 318.77 1. 83 1.83 11:56 3.9 0.0244 318.84 2.04 2.04 12:01 4.6 0.0389 318.91 2.25 2.25 12:06 3.9 0.0521 318.97 2.43 2.43 12:11 2.4 0.0568 ;ua. ~~ 2.~2 2.49 12:16 1. 4 0.0529 318.97 2.44 2.44 12:21 0.9 0.0445 318.93 2.32 2.32 0.2035 ac.ft. have entered the pond. 0.1590 ac.ft. (78.14%) have exited. Date 09/20/94 Page 03 Inf low H'graph: DEVELOPED C+D (2 YR) Time Inf low Storage Elevation Outflow Outflow hr:min cf s ac ft feet cf s (Tot) cf s (Part) -----------------------------------------------------------------------------12:26 0.7 0.0344 318.89 2.18 2.18 12:31 0.6 0.0244 318.84 2.04 2.04 12:36 0.5 0.0149 318.77 1. 82 1. 82 12:41 0.4 0.0084 318.66 0.97 0.97 12:46 0.4 0.0058 318.61 0.60 0.60 12:51 0.4 0.0048 318.60 0.47 0.47 12:56 0.4 0.0045 318.59 0.43 0.43 13:01 0.3 0.0041 318.58 0.38 0.38 13:06 0.3 0.0037 318.57 0.33 0.33 13:11 0.3 0.0036 318.57 0.31 0.31 13:16 0.3 0.0036 318.57 0.30 0.30 13:21 0.3 0.0035 318.57 0.30 0.30 13:26 0.3 0.0035 318.57 0. 30 0.30 13:31 0.3 0.0035 318.57 0. 30 0.30 13:36 0.3 0.0035 318.57 0.30 0.30 13:41 0.3 0.0035 318.57 0.30 0.30 13:46 0.3 0.0035 318.57 0.30 0.30 13:51 0.3 0.0035 318.57 0.30 0.30 13:56 0.3 0.0035 318.57 0.30 0.30 14:01 0.3 0.0035 318.57 0.30 0.30 14:06 0.3 0.0035 318.57 0.30 0.30 14:11 0.3 0.0035 318.57 0.30 0.30 14:16 0.3 0.0035 318.57 0.30 0.30 14:21 0.3 0.0035 318.57 0.30 0.30 14:26 0.3 0.0035 318.57 0.30 0.30 14:31 0.3 0.0035 318.57 0.30 0.30 14:36 0.3 0.0035 318.57 0.30 0.30 14:41 0.3 0.0035 318.57 0.30 0.30 14:46 0.2 0.0033 318.57 0.27 0.27 14:51 0.1 0.0027 318.55 0.20 0.20 14:56 0.1 0.0022 318.54 0.15 0.15 15:01 0.1 0.0019 318.54 0.12 0.12 15:06 0.0 0.0015 318.53 0.09 0.09 15:11 0.1 0.0013 318.53 0.07 0.07 15:16 0.0 0.0010 318.52 0.05 0.05 15:21 0.1 0.0008 318.52 0.03 0.03 15:26 0.0 0.0005 318.51 0.02 0.02 15:31 0.0 0.0003 318.51 0.01 0.01 15:36 0.0 -0.0000 318.50 o.oo 0.00 *** ROUTING OF HYDROGRAPH # 4 *** File Name -panda Proj. Leader debbie Client godfrey develop Misc. Note -developed runoff Date 09/20/94 Job 94-314 No. Description : Pond A Developed Conditions Ponderosa Place RESERVOIR OUTFLOW CONTROL STRUCTURES Vert Box 1 Broad erst Weir 2 Elev 318.50 Elev 319.20 Elev Storage Length 12 Length 5.0' outflow No. in Width in No. 12 1 Rt Slope Lt Slope 1.0 1.0 Elev Storage Ht 1. 0 Outflow --------------------------------------------------------------------------------1 318.50 0.000 0.00 5 318.90 2 318.60 0.005 0.50 6 319.00 3 318.70 0.010 1. 30 7 320.00 4 318.80 0.016 1. 91 Routing of Hydrograph # 4 File Name -ponderosa Proj. Leader debbie Client godfrey develop Misc. Note -developed runoff 4 Type scs Desc. DEVELOPED C+D {10 YR) 0.037 2.22 0.058 2.51 0.126 8.40 Date 09/20/94 Job 94-314 Area 1.1 ac. Time of Concent. 10 min. Storm Dist Type II Freq. 10.0 yrs CN 94 Len 24 hrs Precip. 7.40 Hydro9ra~h # 12 -total outflow hydrograph Description DEVELOPED C+D ROUTED {10 YR) Date 09/20/94 Inflow H'graph: DEVELOPED C+D {10 YR) Time Inf low Storage Elevation hr:min cfs ac ft feet 4:30 o.o 0.0000 318.50 4:35 0.0 0.0000 318.50 4:40 o.o 0.0000 318.50 4:45 o.o 0.0000 318.50 4:50 0.1 0.0003 318.51 0.0003 ac.ft. have entered the pond. 0.0000 ac.ft. Outflow cf s {Tot) 0.00 0.00 0.00 0.00 0.01 8.18%) have Page 01 Outflow cf s {Part) 0.00 0.00 0.00 0.00 0.01 exited. Date 09/20/94 Page 02 Inflow H'graph: DEVELOPED C+D (10 YR) Elevation Time Inflow Storage Outflow outflow hr:min cfs ac ft feet cf s (Tot) cf s (Part) -----------------------------------------------------------------------------4:55 0.1 0.0009 318.52 0.04 0.04 5:00 0.1 0.0012 318.52 0.06 0.06 5:05 0.1 0.0014 318.53 0.08 0.08 5:10 0.1 0.0015 318.53 0.09 0.09 5:15 0.1 0.0016 318.53 0.09 0.09 5:20 0.1 0.0016 318.53 0.10 0.10 5:25 0.1 0.0017 318.53 0.10 0.10 5:30 0.1 0.0017 318.53 0.10 0.10 5:35 0.1 0.0017 318.53 0.10 0.10 5:40 0.1 0.0017 318.53 0.10 0.10 5:45 0.1 0.0017 318.53 0.10 0.10 5:50 0.1 0.0017 318.53 0.10 0.10 5:55 0.1 0.0017 318.53 0.10 0.10 6:00 0.1 0.0017 318.53 0.10 0.10 6:05 0.1 0.0017 318.53 0.10 0.10 6:10 0.1 0.0017 318.53 0.10 0.10 6:15 0.1 0.0017 318.53 0.10 0.10 6:20 0.1 0.0017 318.53 0.10 0.10 6:25 0.1 0.0017 318.53 0.10 0.10 6:30 0.1 0.0017 318.53 0.10 0.10 6:35 0.1 0.0017 318.53 0.10 0.10 6:40 0.1 0.0017 318.53 0.10 0.10 6:45 0.1 0.0017 318.53 0.10 0.10 6:50 0.1 0.0017 318.53 0.10 0.10 6:55 0.1 0.0017 318.53 0.10 0.10 7:00 0.1 0.0017 318.53 0.10 0.10 7:05 0.1 0.0017 318.53 0.10 0.10 7:10 0.1 0.0017 318.53 0.10 0.10 7:15 0.1 0.0017 318.53 0.10 0.10 7:20 0.1 -0.0017 318.53 0.10 0.10 7:25 0.1 0.0017 318.53 0.10 0.10 7:30 0.1 0.0017 318.53 0.10 0.10 7:35 0.1 0.0017 318.53 0.10 0.10 7:40 0.1 0.0017 318.53 0.10 0.10 7:45 0.1 0.0017 318.53 0.10 0.10 7:50 0.1 0.0017 318.53 0.10 0.10 7:55 0.1 0.0017 318.53 0.10 0.10 8:00 0.1 0.0017 318.53 0.10 0.10 8:05 0.1 0.0017 318.53 0.10 0.10 8:10 0.1 0.0017 318.53 0.10 0.10 8:15 0.1 0.0017 318.53 0.10 0.10 8:20 0.1 0.0017 318.53 0.10 0.10 8:25 0.1 0.0017 318.53 0.10 0.10 8:30 0.1 0.0017 318.53 0.10 0.10 8:35 0.1 0.0017 318.53 0.10 0.10 8:40 0.2 0.0019 318.54 0.12 0.12 8:45 0.2 0.0023 318.55 0.16 0.16 8:50 0.2 0.0025 318.55 0.18 0.18 0.0351 ac.ft. have entered the pond. 0.0325 ac.ft. (92.76%) have exited. Date 09/20/94 Page 03 Inflow H'graph: DEVELOPED C+D {10 YR) Elevation Time Inf low Storage Outflow Outflow hr:rnin cf s ac ft feet cf s {Tot) cf s (Part) -----------------------------------------------------------------------------8:55 0.2 0.0026 318.55 0.19 0.19 9:00 0.2 0.0026 318.55 0.20 0.20 9:05 0.2 0.0027 318.55 0.20 0.20 9:10 0.2 0.0027 318.55 0.20 0.20 9:15 0.2 0.0027 318.55 0.20 0.20 9:20 0.3 0.0029 318.56 0.23 0.23 9:25 0.3 0.0033 318.57 0.27 0.27 9:30 0.3 0.0034 318.57 0.29 0.29 9:35 0.3 0.0035 318.57 0.30 0.30 9:40 0.3 0.0035 318.57 0.30 0.30 9:45 0.3 0.0035 318.57 0.30 0.30 9:50 0.3 0.0035 318.57 0.30 0.30 9:55 0.3 0.0035 318.57 0.30 0.30 10:00 0.3 0.0035 318.57 0.30 0.30 10:05 0.3 0.0035 318.57 0.30 0.30 10:10 0.3 0.0035 318.57 0. 30 0.30 10:15 0.3 0.0035 318.57 0.30 0.30 10:20 0.3 0.0035 318.57 0.30 0.30 10:25 0.3 0.0035 318.57 0.30 0.30 10:30 0.3 0.0035 318.57 0.30 0.30 10:35 0.3 0.0035 318.57 0.30 0.30 10:40 0.4 0.0038 318.58 0.33 0.33 10:45 0.4 0.0041 318.58 0.37 0.37 10:50 0.4 0.0042 318.58 0.39 0.39 10:55 0.4 0.0043 318.59 0.40 0.40 11:00 0.5 0.0045 318.59 0.43 0.43 11:05 0.5 0.0048 318.60 0.48 0.48 11:10 0.5 0.0049 318.60 0.49 0.49 11:15 0.6 0.0052 318.60 0.53 0.53 11:20 0.7 0.0058 318.61 0.60 0.60 11:25 0.7 0.0062 318.62 0.66 0.66 11:30 0.7 0.0064 318.62 0.69 0.69 11:35 1.1 0.0074 318.64 0.82 0.82 11:40 1. 9 0.0105 318.70 1. 27 1.27 11:45 2.8 0.0158 318.79 1. 88 1.88 11:50 3.9 0.0254 318.84 2.05 2.05 11:55 5.9 0.0441 318.93 2.32 2.32 12:00 7.6 0.0721 319.20 3.03 3.03 12:05 7.3 0.0963 319.56 4.85 3.86 12:10 5.1 0.1032 :JJ9.66 5.56 4.08 12:15 2.8 0.0950 319.54 4.72 3.81 12:20 1.7 0.0818 319.34 3.61 3.37 12:25 1. 3 0.0696 319.16 2.94 2.94 12:30 1.0 0.0587 319.00 2.52 2.52 12:35 0.9 0.0484 318.95 2.38 2.38 12:40 0.8 0.0384 318.90 2.24 2.24 12:45 0.7 0.0286 318.86 2.10 2.10 12:50 0.7 0.0194 318.81 1. 96 1.96 0.4266 ac.ft. have entered the pond. 0.4071 ac.ft. (95.44%) have exited. Date 09/20/94 Page 04 Inf low H'graph: DEVELOPED C+D (10 YR) Time Inf low Storage Elevation Outflow outflow hr:min cf s ac ft feet cfs (Tot) cf s (Part) -----------------------------------------------------------------------------12:55 0.6 0.0120 318.72 1. 50 1.50 13:00 0.6 0.0079 318.65 0.90 0.90 13:05 0.5 0.0063 318.62 0.67 0.67 13:10 0.5 0.0055 318.61 0.56 0.56 13:15 0.5 0.0052 318.60 0.52 0.52 13:20 0.4 0.0048 318.60 0.48 0.48 13:25 0.4 0.0045 318.59 0.43 0.43 13:30 0.4 0.0043 318.59 0.41 0.41 13:35 0.4 0.0043 318.59 0.40 0.40 13:40 0.4 0.0043 318.59 0.40 0.40 13: 45 0.4 0.0043 318.59 0.40 0.40 13:50 0.3 0.0040 318.58 0.37 0.37 13:55 0.3 0.0037 318.57 0.33 0.33 14:00 0.1 0.0031 318.56 0.25 0.25 14:05 0.2 0.0026 318.55 0.19 0.19 14:10 0.2 0.0026 318.55 0.20 0.20 14:15 0.1 0.0024 318.55 0.17 0.17 14:20 0.2 0.0023 318.55 0.16 0.16 14:25 0.1 0.0022 318.54 0.15 0.15 14:30 0.0 0.0014 318.53 0.08 0.08 14:35 0.0 0.0012 318.52 0.06 0.06 14:40 0.0 0.0010 318.52 0.04 0.04 14:45 o.o 0.0007 318.51 0.03 0.03 14:50 0.0 0.0005 318.51 0.02 0.02 14:55 0.0 0.0002 318.50 0.01 0.01 15:00 0.0 0.0000 318.50 o.oo 0.00 *** ROUTING OF HYDROGRAPH # 5 *** File Name -ponda Proj. Leader debbie Description : Pond A Client godfrey develop Misc. Note -developed runoff Developed Conditions Ponderosa Place RESERVOIR OUTFLOW CONTROL STRUCTURES Date 09/20/94 Job 94-314 Vert Box 1 Elev 318.50 Elev 319.20 Length 12 Length 5.0' in Width in No. 12 1 Broad erst Weir 2 Rt Slope Lt Slope Ht 1. 0 1.0 1.0 No. Elev Storage Outflow No. Elev Storage outflow --------------------------------------------------------------------------------1 318.50 0.000 0.00 5 318.90 2 318.60 0.005 0.50 6 319.00 3 318.70 0.010 1. 30 7 320.00 4 318.80 0.016 1. 91 Routing of Hydrograph # 5 File Name -ponderosa Proj. Leader debbie Client godfrey develop Misc. Note -developed runoff 5 Type SCS Desc. DEVELOPED C+D (25 YR) 0.037 2.22 0.058 2.51 0.126 8.40 Date 09/20/94 Job 94-314 Area 1.1 ac. Time of Concent. 10 min. Storm Dist Type II Freq. 25.0 yrs CN 94 Len 24 hrs Precip. 8.80 Hydro9ra~h # 13 -total outflow hydrograph Description DEVELOPED C+D ROUTED (25 YR) Date 09/20/94 Inflow H'graph: DEVELOPED C+D (25 YR) Time Inflow Storage Elevation hr:min cfs ac ft feet 3:47 0.0 0.0000 318.50 3:52 0.0 0.0000 318.50 3:57 0.0 0.0000 318.50 4:02 0.1 0.0003 318.51 4:07 0.1 0.0009 318.52 0.0010 ac.ft. have entered the pond. 0.0001 ac.ft. Outflow cf s (Tot) 0.00 0.00 0.00 0.01 0.04 (17.52%) have Page 01 Outflow cfs (Part) 0.00 0.00 0.00 0.01 0.04 exited. Date 09/20/94 Page 02 Inflow H'graph: DEVELOPED C+D (25 YR) Elevation Time Inf low Storage Outflow outflow hr:min cfs ac ft feet cf s (Tot) cf s (Part) -----------------------------------------------------------------------------4:12 0.1 0.0012 318.52 0.06 0.06 4:17 0.1 0.0014 318.53 0.08 0.08 4:22 0.1 0.0015 318.53 0.09 0.09 4:27 0.1 0.0016 318.53 0.09 0.09 4:32 0.1 0.0016 318.53 0.10 0.10 4:37 0.1 0.0017 318.53 0.10 0.10 4:42 0.1 0.0017 318.53 0.10 0.10 4:47 0.1 0.0017 318.53 0.10 0.10 4:52 0.1 0.0017 318.53 0.10 0.10 4:57 0.1 0.0017 318.53 0.10 0.10 5:02 0.1 0.0017 318.53 0.10 0.10 5:07 0.1 0.0017 318.53 0.10 0.10 5:12 0.1 0.0017 318.53 0.10 0.10 5:17 0.1 0.0017 318.53 0.10 0.10 5:22 0.1 0.0017 318.53 0.10 0.10 5:27 0.1 0.0017 318.53 0.10 0.10 5:32 0.1 0.0017 318.53 0.10 0.10 5:37 0.1 0.0017 318.53 0.10 0.10 5:42 0.1 0.0017 318.53 0.10 0.10 5:47 0.1 0.0017 318.53 0.10 0.10 5:52 0.1 0.0017 318.53 0.10 0.10 5:57 0.1 0.0017 318.53 0.10 0.10 6:02 0.1 0.0017 318.53 0.10 0.10 6:07 0.1 0.0017 318.53 0.10 0.10 6:12 0.1 0.0017 318.53 0.10 0.10 6:17 0.1 0.0017 318.53 0.10 0.10 6:22 0.1 0.0017 318.53 0.10 0.10 6:27 0.1 0.0017 318.53 0.10 0.10 6:32 0.1 0.0017 318.53 0.10 0.10 6:37 0.1 0.0017 318.53 0.10 0.10 6:42 0.1 0.0017 318.53 0.10 0.10 6:47 0.1 0.0017 318.53 0.10 0.10 6:52 0.1 0.0017 318.53 0.10 0.10 6:57 0.1 0.0017 318.53 0.10 0.10 7:02 0.1 0.0017 318.53 0.10 0.10 7:07 0.1 0.0017 318.53 0.10 0.10 7:12 0.1 0.0017 318.53 0.10 0.10 7:17 0.1 0.0017 318.53 0.10 0.10 7:22 0.1 0.0017 318.53 0.10 0.10 7:27 0.1 0.0017 318.53 0.10 0.10 7:32 0.1 0.0017 318.53 0.10 0.10 7:37 0.1 0.0017 318.53 0.10 0.10 7:42 0.1 0.0017 318.53 0.10 0.10 7:47 0.1 0.0017 318.53 0.10 0.10 7:52 0.1 0.0017 318.53 0.10 0.10 7:57 0.1 0.0017 318.53 0.10 0.10 8:02 0.1 0.0017 318.53 0.10 0.10 8:07 0.1 0.0017 318.53 0.10 0.10 0.0340 ac.ft. have entered the pond. 0.0323 ac.ft. (94.99%) have exited. Date 09/20/94 Page 03 Inf low H'graph: DEVELOPED C+D (25 YR) Time Inf low storage Elevation Outflow Outflow hr:min cf s ac ft feet cfs (Tot) cf s (Part) -----------------------------------------------------------------------------8:12 0.1 0.0017 318.53 0.10 0.10 8:17 0.2 0.0019 318.54 0.12 0.12 8:22 0.2 0.0023 318.55 0.16 0.16 8:27 0.2 0.0025 318.55 0.18 0.18 8:32 0.3 0.0029 318.56 0.22 0.22 8:37 0.3 0.0032 318.56 0.27 0.27 8:42 0.3 0.0034 318.57 0.29 0.29 8:47 0.3 0.0035 318.57 0.29 0.29 8:52 0.3 0.0035 318.57 0. 30 0.30 8:57 0.3 0.0035 318.57 0.30 0.30 9:02 0.3 0.0035 318.57 0. 30 0.30 9:07 0.3 0.0035 318.57 0. 30 0.30 9:12 0.3 0.0035 318.57 0.30 0.30 9:17 0.3 0.0035 318.57 0.30 0.30 9:22 0.3 0.0035 318.57 0.30 0.30 9:27 0.3 0.0035 318.57 0. 30 0.30 9:32 0.3 0.0035 318.57 0.30 0.30 9:37 0.3 0.0035 318.57 0.30 0.30 9:42 0.3 0.0035 318.57 0.30 0.30 9:47 0.3 0.0035 318.57 0. 30 0.30 9:52 0.3 0.0035 318.57 0. 30 0.30 9:57 0.3 0.0035 318.57 0. 30 0.30 10:02 0.3 0.0035 318.57 0. 30 0.30 10:07 0.3 0.0035 318.57 0.30 0.30 10:12 0.3 0.0035 318.57 0. 30 0.30 10:17 0.4 0.0038 318.58 0.33 0.33 10:22 0.4 0.0041 318.58 0.37 0.37 10:27 0.4 0.0042 318.58 0.39 0.39 10:32 0.4 0.0043 318.59 0.40 0.40 10:37 0.4 0.0043 318.59 0.40 0.40 10:42 0.4 0.0043 318.59 0.40 0.40 10:47 0.5 0.0045 318.59 0.43 0.43 10:52 0.5 0.0048 318.60 0.48 0.48 10:57 0.6 0.0052 318.60 0.52 0.52 11:02 0.7 0.0058 318.61 0.60 0.60 11:07 0.7 0.0062 318.62 0.66 0.66 11:12 0.7 0 .-0064 318.62 0.69 0.69 11:17 0.7 0.0065 318.63 0.70 0.70 11:22 0.8 0. 006_7 318.63 0.73 0.73 11:27 0.9 0. OOT3 318.64 0.81 0.81 11:32 1.1 0.0082 318.66 0.93 0.93 11:37 1. 9 0.0108 318.70 1. 31 1. 31 11:42 3.0 0.0165 318.80 1. 91 1. 91 11:47 4.0 0.0269 318.85 2.07 2.07 11:52 5.9 0.0458 318.94 2.34 2.34 11:57 8.4 0.0759 319.25 3.22 3.16 12:02 9.3 0.1057 319.70 5.83 4.15 12:07 7.5 0.1182 319.88 7.33 4.54 0.3984 ac.ft. have entered the pond. 0.2801 ac.ft. (70.32%) have exited. Date 09/20/94 Page 04 Inf low H'graph: DEVELOPED C+D ( 25 YR) Time Inf low Storage Elevation Outflow Outflow hr:min cf s ac ft feet cfs (Tot) cf s (Part) -----------------------------------------------------------------------------12:12 4.5 0.1118 319.79 6.53 4.34 12:17 2.5 0.0966 319.56 4.88 3.86 12:22 1. 7 0.0818 319.34 3.61 3.37 12:27 1. 3 0.0696 319.16 2.94 2.94 12:32 1.1 0.0590 319.00 2.53 2.53 12:37 1. 0 0.0493 318.96 2.39 2.39 12:42 0.9 0.0399 318.91 2.26 2.26 12:47 0.8 0.0306 318.87 2.13 2.13 12:52 0.8 0.0219 318.83 2.00 2.00 12:57 0.7 0.0141 318.76 1. 77 1. 77 13:02 0.7 0.0091 318.67 1. 07 1. 07 13:07 0.6 0.0072 318.64 0.79 0.79 13:12 0.6 0.0063 318.62 0.67 0.67 13:17 0.5 0.0057 318.61 0.59 0.59 13:22 0.5 0.0053 318.60 0.54 0.54 13:27 0.5 0.0051 318.60 0.51 0.51 13:32 0.5 0.0050 318.60 0.51 0.51 13:37 0.4 0.0048 318.60 0.47 0.47 13:42 0.3 0.0042 318.58 0.39 0.39 13:47 0.2 0.0035 318.57 0.30 0.30 13:52 0.2 0.0030 318.56 0.24 0.24 13:57 0.1 0.0026 318.55 0.19 0.19 14:02 0.2 0.0024 318.55 0.17 0.17 14:07 0.1 0.0023 318.55 0.16 0.16 14:12 o.o 0.0015 318.53 0.08 0.08 14:17 0.0 0.0012 318.52 0.06 0.06 14:22 o.o 0.0010 318.52 0.04 0.04 14:27 0.0 0.0007 318.51 0.03 0.03 14:32 0.0 0.0005 318.51 0.02 0.02 14:37 0.0 0.0002 318.50 0.01 0.01 14:42 0.0 0.0000 318.50 0.00 0.00 *** ROUTING OF HYDROGRAPH # 20 *** File Name -panda Proj. Leader debbie Client godfrey develop Misc. Note -developed runoff Date 09/20/94 Job 94-314 No. Description : Pond A Developed Conditions Ponderosa Place RESERVOIR OUTFLOW CONTROL STRUCTURES Vert Box 1 Broad erst Weir 2 Elev 318.50 Elev 319.20 Elev Storage Length 12 Length 5.0' Outflow No. in Width in No. 12 1 Rt Slope Lt Slope 1.0 1.0 Elev Storage Ht 1. 0 Outflow --------------------------------------------------------------------------------1 318.50 0.000 0.00 5 318.90 2 318.60 0.005 0.50 6 319.00 3 318.70 0.010 1. 30 7 320.00 4 318.80 0.016 1. 91.) Routing of Hydrograph # 20 File Name -ponderosa Proj. Leader debbie Client godfrey develop Misc. Note -developed runoff 20 Type scs Desc. DEVELOPED C+D (50 YR) 0.037 2.22 0.058 2.51 0.150 8.40 Date 09/20/94 Job 94-314 Area 1.1 ac. -Time of Concent. 10 min. Storm Dist Type II Freq. 50.0 yrs CN 94 Len 24 hrs Precip. 9.80 Hydro9ra~h # 14 -total outflow hydrograph Description DEVELOPED C+D ROUTED (50 YR) Date 09/20/94 Inflow H'graph: DEVELOPED C+D (50 YR) Time Inf low Storage Elevation hr:min cfs ac ft feet 3:33 0.0 0.0000 318.50 3:38 0.0 0.0000 318.50 3:43 0.0 0.0000 318.50 3:48 0.0 0.0000 318.50 3:53 0.1 0.0003 318.51 0.0003 ac.ft. have entered the pond. 0.0000 ac.ft. Outflow cf s (Tot) 0.00 0.00 o.oo 0.00 0.01 ( 8.18%) have Page 01 Outflow cfs (Part) 0.00 o.oo o.oo 0.00 0.01 exited. Date 09/20/94 Page 02 Inf low H'graph: DEVELOPED C+D (50 YR) Time Inf low Storage Elevation outflow outflow hr:min cf s ac ft feet cf s {Tot) cf s (Part) -----------------------------------------------------------------------------3:58 0.1 0.0009 318.52 0.04 0.04 4:03 0.1 0.0012 318.52 0.06 0.06 4:08 0.1 0.0014 318.53 0.08 0.08 4:13 0.1 0.0015 318.53 0.09 0.09 4:18 0.1 0.0016 318.53 0.09 0.09 4:23 0.1 0.0016 318.53 0.10 0.10 4:28 0.1 0.0017 318.53 0.10 0.10 4:33 0.1 0.0017 318.53 0.10 0.10 4:38 0.1 0.0017 318.53 0.10 0.10 4:43 0.1 0.0017 318.53 0.10 0.10 4:48 0.1 0.0017 318.53 0.10 0.10 4:53 0.1 0.0017 318.53 0.10 0.10 4:58 0.1 0.0017 318.53 0.10 0.10 5:03 0.1 0.0017 318.53 0.10 0.10 5:08 0.1 0.0017 318.53 0.10 0.10 5:13 0.1 0.0017 318.53 0.10 0.10 5:18 0.1 0.0017 318.53 0.10 0.10 5:23 0.1 0.0017 318.53 0.10 0.10 5:28 0.1 0.0017 318.53 0.10 0.10 5:33 0.1 0.0017 318.53 0.10 0.10 5:38 0.1 0.0017 318.53 0.10 0.10 5:43 0.1 0.0017 318.53 0.10 0.10 5:48 0.1 0.0017 318.53 0.10 0.10 5:53 0.1 0.0017 318.53 0.10 0.10 5:58 0.1 0.0017 318.53 0.10 0.10 6:03 0.1 0.0017 318.53 0.10 0.10 6:08 0.1 0.0017 318.53 0.10 0.10 6:13 0.1 0.0017 318.53 0.10 0.10 6:18 0.1 0.0017 318.53 0.10 0.10 6:23 0.1 0.0017 318.53 0.10 0.10 6:28 0.1 0.0017 318.53 0.10 0.10 6:33 0.1 0.0017 318.53 0.10 0.10 6:38 0.1 0.0017 318.53 0.10 0.10 6:43 0.1 0.0017 318.53 0.10 0.10 6:48 0.1 0.0017 318.53 0.10 0.10 6:53 0.1 0.0017 318.53 0.10 0.10 6:58 0.1 0.0017 318.53 0.10 0.10 7:03 0.1 0.0017 318.53 0.10 0.10 7:08 0.1 0.0017 318.53 0.10 0.10 7:13 0.1 0.0017 318.53 0.10 0.10 7:18 0.1 0.0017 318.53 0.10 0.10 7:23 0.1 0.0017 318.53 0.10 0.10 7:28 0.1 0.0017 318.53 0.10 0.10 7:33 0.1 0.0017 318.53 0.10 0.10 7:38 0.1 0.0017 318.53 0.10 0.10 7:43 0.1 0.0017 318.53 0.10 0.10 7:48 0.1 0.0017 318.53 0.10 0.10 7:53 0.2 0.0019 318.54 0.12 0.12 0.0337 ac.ft. have entered the pond. 0.0317 ac.ft. (94.17%) have exited. Date 09/20/94 Page 03 Inf low H'graph: DEVELOPED C+D (50 YR) Time Inf low Storage Elevation Outflow Outflow hr:min cf s ac ft feet cf s (Tot) cf s (Part) -----------------------------------------------------------------------------7:58 0.2 0.0023 318.55 0.16 0.16 8:03 0.2 0.0025 318.55 0.18 0.18 8:08 0.2 0.0026 318.55 0.19 0.19 8:13 0.2 0.0026 318.55 0.20 0.20 8:18 0.3 0.0029 318.56 0.23 0.23 8:23 0.3 0.0033 318.57 0.27 0.27 8:28 0.3 0.0034 318.57 0.29 0.29 8:33 0.3 0.0035 318.57 0.30 0.30 8:38 0.3 0.0035 318.57 0.30 0.30 8:43 0.3 0.0035 318.57 0.30 0.30 8:48 0.3 0.0035 318.57 0.30 0.30 8:53 0.3 0.0035 318.57 0.30 0.30 8:58 0.3 0.0035 318.57 0.30 0.30 9:03 0.3 0.0035 318.57 0.30 0.30 9:08 0.3 0.0035 318.57 0.30 0.30 9:13 0.3 0.0035 318.57 0. 30 0.30 9:18 0.3 0.0035 318.57 0.30 0.30 9:23 0.3 0.0035 318.57 0.30 0.30 9:28 0.3 0.0035 318.57 0.30 0.30 9:33 0.3 0.0035 318.57 0.30 0.30 9:38 0.3 0.0035 318.57 0.30 0.30 9:43 0.3 0.0035 318.57 0.30 0.30 9:48 0.4 0.0038 318.58 0.33 0.33 9:53 0.4 0.0041 318.58 0.37 0.37 9:58 0.4 0.0042 318.58 0.39 0.39 10:03 0.4 0.0043 318.59 0.40 0.40 10:08 0.4 0.0043 318.59 0.40 0.40 10:13 0.4 0.0043 318.59 0.40 0.40 10:18 0.4 0.0043 318.59 0.40 0.40 10:23 0.4 0.0043 318.59 0.40 0.40 10:28 0.4 0.0043 318.59 0.40 0.40 10:33 0.4 0.0043 318.59 0.40 0.40 10:38 0.5 0.0045 318.59 0.43 0.43 10:43 0.5 0.0048 318.60 0.48 0.48 10:48 0.6 0.0052 318.60 0.52 0.52 10:53 0.6 0.0055 318.61 0.57 0.57 10:58 0.7 0.0059 318.62 0.62 0.62 11:03 0.7 0.0063 318.62 0.67 0.67 11:08 0.7 0.0064 318.63 0.69 0.69 11:13 0.8 0.0067 318.63 0.73 0.73 11:18 0.8 0.0070 318.64 0.77 0.77 11:23 0.9 0.0074 318.64 0.82 0.82 11:28 1. 0 0.0080 318.65 0.91 0.91 11:33 1.4 0.0093 318.68 1.10 1.10 11:38 2.4 0.0130 318.74 1. 64 1. 64 11:43 3.5 0.0208 318.82 1. 98 1. 98 11:48 4.8 0.0350 318.89 2.19 2.19 11:53 7.3 0.0603 319.02 2.56 2.56 0.2668 ac.ft. have entered the pond. 0.2065 ac.ft. (77.38%) have exited. Date 09/20/94 Page 04 Inf low H'graph: DEVELOPED C+D (50 YR) Time Inf low Storage Elevation Outflow Outflow hr:min cf s ac ft feet cf s (Tot) cf s (Part) -----------------------------------------------------------------------------11:58 9.9 0.0969 319.42 4.01 3.55 12:03 10.3 0.1302 319.78 6.51 4.34 12:08 7.8 0.1435 319.93 7.75 4.64 12:13 4.5 0.1352 319.84 6.96 4.45 12:18 2.6 0.1170 319.64 5.41 4.03 12:23 1. 9 0.0995 319.45 4.17 3.61 12:28 1. 5 0.0852 319.29 3.37 3.25 12:33 1. 2 0.0729 319.15 2.92 2.92 12:38 1.1 0.0618 319.03 2.61 2.61 12:43 1. 0 0.0517 318.97 2.42 2.42 12:48 1. 0 0.0423 318.92 2.30 2.30 12:53 0.9 0.0335 318.88 2.17 2.17 12:58 0.8 0.0248 318.84 2.04 2.04 13:03 0.7 0.0164 318.80 1. 91 1.91 13:08 0.7 0.0103 318.69 1. 25 1. 25 13:13 0.7 0.0078 318.65 0.88 0.88 13:18 0.7 0.0070 318.63 0.76 0.76 13:23 0.7 0.0067 318.63 0.72 0.72 13:28 0.7 0.0066 318.63 0.71 0.71 13:33 0.6 0.0063 318.62 0.67 0.67 13:38 0.4 0.0055 318.61 0.56 0.56 13:43 0.3 0.0045 318.59 0.43 0.43 13:48 0.3 0.0039 318.58 0.35 0.35 13:53 0.3 0.0037 318.57 0.32 0.32 13:58 0.1 0.0031 318.56 0.25 0.25 14:03 0.0 0.0018 318.54 0.11 0.11 14:08 0.0 0.0015 318.53 0.08 0.08 14:13 0.0 0.0011 318.52 0.05 0.05 14:18 0.0 0.0007 318.51 0.03 0.03 14:23 o.o 0.0004 318.51 0.01 0.01 14:28 o.o 0.0000 318.50 0.00 0.00 *** ROUTING OF HYDROGRAPH # 18 *** File Name -ponda Proj. Leader debbie Client godfrey develop Misc. Note -developed runoff Date 09/20/94 Job 94-314 No. Description : Pond A Developed Conditions Ponderosa Place RESERVOIR OUTFLOW CONTROL STRUCTURES Vert Box 1 Broad erst Weir 2 Elev 318.50 Elev 319.20 Elev Storage Length 12 Length 5.0' Outflow No. in Width in No. 12 1 Rt Slope Lt Slope 1.0 1.0 Elev Storage Ht 1. 0 Outflow --------------------------------------------------------------------------------1 318.50 0.000 0.00 5 318.90 2 318.60 0.005 0.50 6 319.00 3 318.70 0.010 1. 30 7 320.00 4 318.80 0.016 1. 91 Routing of Hydrograph # 18 File Name -ponderosa Proj. Leader debbie Client godfrey develop Misc. Note -developed runoff 18 Type SCS Desc. DEVELOPED C+D (100 YR) 0.037 2.22 0.058 2.51 0.160 8.40 Date 09/20/94 Job 94-314 Area 1.1 ac. Time of Concent. 10 min. Storm Dist Type II Freq. 100.0 yrs CN 94 Len 24 hrs Precip. 11.00 Hydro9ra~h # 15 -total outflow hydrograph Description DEVELOPED C+D ROUTED (100 YR) Date 09/20/94 Inflow H'graph: DEVELOPED C+D (100 YR) Time Inf low Storage Elevation hr:min cfs ac ft feet 2:49 0.0 0.0000 318.50 2:54 0.0 0.0000 318.50 2:59 0.0 0.0000 318.50 3:04 0.0 0.0000 318.50 3:09 0.1 0.0003 318.51 0.0003 ac.ft. have entered the pond. 0.0000 ac.ft. Outflow cf s (Tot) 0.00 0.00 0.00 o.oo 0.01 8.18%) have Page 01 outflow cf s (Part) 0.00 0.00 0.00 0.00 0.01 exited. Date 09/20/94 Page 02 Inf low H'graph: DEVELOPED C+D (100 YR) Time Inf low Storage Elevation outflow Outflow hr:min cf s ac ft feet cf s (Tot) cf s (Part) -----------------------------------------------------------------------------3:14 0.1 0.0009 318.52 0.04 0.04 3:19 0.1 0.0012 318.52 0.06 0.06 3:24 0.1 0.0014 318.53 0.08 0.08 3:29 0.1 0.0015 318.53 0.09 0.09 3:34 0.1 0.0016 318.53 0.09 0.09 3:39 0.1 0.0016 318.53 0.10 0.10 3:44 0.1 0.0017 318.53 0.10 0.10 3:49 0.1 0.0017 318.53 0.10 0.10 3:54 0.1 0.0017 318.53 0.10 0.10 3:59 0.1 0.0017 318.53 0.10 0.10 4:04 0.1 0.0017 318.53 0.10 0.10 4:09 0.1 0.0017 318.53 0.10 0.10 4:14 0.1 0.0017 318.53 0.10 0.10 4:19 0.1 0.0017 318.53 0.10 0.10 4:24 0.1 0.0017 318.53 0.10 0.10 4:29 0.1 0.0017 318.53 0.10 0.10 4:34 0.1 0.0017 318.53 0.10 0.10 4:39 0.1 0.0017 318.53 0.10 0.10 4:44 0.1 0.0017 318.53 0.10 0.10 4:49 0.1 0.0017 318.53 0.10 0.10 4:54 0.1 0.0017 318.53 0.10 0.10 4:59 0.1 0.0017 318.53 0.10 0.10 5:04 0.1 0.0017 318.53 0.10 0.10 5:09 0.1 0.0017 318.53 0.10 0.10 5:14 0.1 0.0017 318.53 0.10 0.10 5:19 0.1 0.0017 318.53 0.10 0.10 5:24 0.1 0.0017 318.53 0.10 0.10 5:29 0.1 0.0017 318.53 0.10 0.10 5:34 0.1 0.0017 318.53 0.10 0.10 5:39 0.1 0.0017 318.53 0.10 0.10 5:44 0.1 0.0017 318.53 0.10 0.10 5:49 0.1 0.0017 318.53 0.10 0.10 5:54 0.1 0.0017 318.53 0.10 0.10 5:59 0.1 0.0017 318.53 0.10 0.10 6:04 0.1 0.0017 318.53 0.10 0.10 6:09 0.1 0.0017 318.53 0.10 0.10 6:14 0.1 0. 0·017 318.53 0.10 0.10 6:19 0.1 0.0017 318.53 0.10 0.10 6:24 0.2 0. 0019_ 318.54 0.12 0.12 6:29 0.2 0.002-3 318.55 0.16 0.16 6:34 0.2 0.0025 318.55 0.18 0.18 6:39 0.2 0.0026 318.55 0.19 0.19 6:44 0.2 0.0026 318.55 0.20 0.20 6:49 0.2 0.0027 318.55 0.20 0.20 6:54 0.2 0.0027 318.55 0.20 0.20 6:59 0.2 0.0027 318.55 0.20 0.20 7:04 0.2 0.0027 318.55 0.20 0.20 7:09 0.3 0.0029 318.56 0.23 0.23 0.0402 ac.ft. have entered the pond. 0.0373 ac.ft. (92.70%) have exited. Date 09/20/94 Page 03 Inf low H'graph: DEVELOPED C+D (100 YR) Time Inf low Storage Elevation Outflow Outflow hr:min cf s ac ft feet cf s (Tot) cfs (Part) -----------------------------------------------------------------------------7:14 0.3 0.0033 318.57 0.27 0.27 7:19 0.3 0.0034 318.57 0.29 0.29 7:24 0.3 0.0035 318.57 0.30 0.30 7:29 0.3 0.0035 318.57 0.30 0.30 7:34 0.3 0.0035 318.57 0.30 0.30 7:39 0.3 0.0035 318.57 0.30 0.30 7:44 0.3 0.0035 318.57 0.30 0.30 7:49 0.3 0.0035 318.57 0.30 0.30 7:54 0.3 0.0035 318.57 0.30 0.30 7:59 0.3 0.0035 318.57 0.30 0.30 8:04 0.3 0.0035 318.57 0.30 0.30 8:09 0.3 0.0035 318.57 0.30 0.30 8:14 0.3 0.0035 318.57 0.30 0.30 8:19 0.3 0.0035 318.57 0.30 0.30 8:24 0.3 0.0035 318.57 0.30 0.30 8:29 0.3 0.0035 318.57 0.30 0.30 8:34 0.3 0.0035 318.57 0.30 0.30 8:39 0.3 0.0035 318.57 0. 30 0.30 8:44 0.3 0.0035 318.57 0. 30 0.30 8:49 0.3 0.0035 318.57 0.30 0.30 8:54 0.3 0.0035 318.57 0. 30 0.30 8:59 0.3 0.0035 318.57 0. 30 0.30 9:04 0.3 0.0035 318.57 0. 30 0.30 9:09 0.3 0.0035 318.57 0. 30 0.30 9:14 0.3 0.0035 318.57 0.30 0.30 9:19 0.4 0.0038 318.58 0.33 0.33 9:24 0.4 0.0041 318.58 0.37 0.37 9:29 0.4 0.0042 318.58 0.39 0.39 9:34 0.4 0.0043 318.59 0.40 0.40 9:39 0.4 0.0043 318.59 0.40 0.40 9:44 0.4 0.0043 318.59 0.40 0.40 9:49 0.4 0.0043 318.59 0.40 0.40 9:54 0.4 0.0043 318.59 0.40 0.40 9:59 0.4 0.0043 318.59 0.40 0.40 10:04 0.4 0.0043 318.59 0.40 0.40 10:09 0.4 0.0043 318.59 0.40 0.40 10:14 0.4 0.0043 318.59 0.40 0.40 10:19 0.4 0.0043 318.59 0.40 0.40 10:24 0.4 0.0043 318.59 0.40 0.40 10:29 0.5 0.0045 318.59 0.43 0.43 10:34 0.5 0.0048 318.60 0.48 0.48 10:39 0.6 0.0052 318.60 0.52 0.52 10:44 0.7 0.0058 318.61 0.60 0.60 10:49 0.7 0.0062 318.62 0.66 0.66 10:54 0.7 0.0064 318.62 0.69 0.69 10:59 0.8 0.0067 318.63 0.73 0.73 11:04 0.8 0.0070 318.64 0.77 0.77 11:09 0.9 0.0074 318.64 0.82 0.82 0.1711 ac.ft. have entered the pond. 0.1637 ac.ft. (95.67%) have exited. Date 09/20/94 Page 04 Inf low H'graph: DEVELOPED C+D {100 YR) Time Inf low Storage Elevation Outflow outflow hr:min cf s ac ft feet cf s {Tot) cf s (Part) -----------------------------------------------------------------------------11:14 0.9 0.0077 318.65 0.87 0.87 11:19 1. 0 0.0081 318.65 0.92 0.92 11:24 1.1 0.0087 318.66 1. 01 1. 01 11:29 1. 2 0.0093 318.68 1.10 1.10 11:34 1. 6 0.0107 318.70 1. 30 1. 30 11:39 2.9 0.0153 318.78 1. 85 1. 85 11:44 4.2 0.0263 318.85 2.06 2.06 11:49 5.7 0.0452 318.94 2.34 2.34 11:54 8.6 0.0762 319.17 2.97 2.97 11:59 11. 4 0.1176 319.58 5.02 3.91 12:04 11. 5 0.1526 319.93 7.73 4.63 12:09 8.2 0.1604 J20alJ 9.70 5.05 12:14 4.5 0.1460 319.86 7.16 4.50 12:19 2.8 0.1270 319.67 5.67 4.11 12:24 1. 9 0.1084 319.49 4.43 3.71 12:29 1. 5 0.0925 319.33 3.57 3.35 12:34 1. 4 0.0797 319.21 3.05 3.05 12:39 1. 2 0.0686 319.10 2.78 2.78 12:44 1.1 0.0583 319.00 2.51 2.51 12:49 1. 0 0.0487 318.95 2.38 2.38 12:54 0.9 0.0393 318.91 2.25 2.25 12:59 0.8 0.0301 318.86 2.12 2.12 13:04 0.7 0.0211 318.82 1. 99 1. 99 13:09 0.7 0.0133 318.75 1. 68 1. 68 13:14 0.7 0.0088 318.67 1. 02 1. 02 13:19 0.7 0.0073 318.64 0.81 0.81 13:24 0.6 0.0066 318.63 0.71 0.71 13:29 0.4 0.0056 318.61 0.58 0.58 13:34 0.3 0.0045 318.59 0.43 0.43 13:39 0.3 0.0039 318.58 0.35 0.35 13:44 0.3 0.0037 318.57 0.32 0.32 13:49 0.1 0.0031 318.56 0.25 0.25 13:54 0.0 0.0018 318.54 0.11 0.11 13:59 0.0 0.0015 318.53 0.08 0.08 14:04 0.0 0.0011 318.52 0.05 0.05 14:09 0.0 0.0007 318.51 0.03 0.03 14:14 0.0 0.0004 318.51 0.01 0.01 14:19 0.0 0.0000 318.50 0.00 0.00 APPENDIXC •I Trapezoidal Channel Analysis & Design Open Channel -Uniform flow Worksheet Name: outflow channel (pon Comment: outflow channel (Ponderosa) Solve For Bottom Width Given Input Data: Left Side Slope .. Right Side Slope. Manning's n ..... . Channel Slope ... . Depth ........... . Discharge ....... . Computed Results: Bottom Width ... . Velocity ........ . Flow Area ....... . Flow Top Width .. . Wetted Perimeter. Critical Depth .. . Critical Slope .. . Froude Number ... . 0.00:1 (H:V) 0.00:1 (H:V) 0.012 0.0069 ft/ft 0.50 ft 10.00 cfs 3.63 ft 5.51 fps 1. 81 sf 3.63 ft 4.63 ft 0.62 ft 0.0036 ft/ft 1.37 (flow is Supercritical) Open Channel Flow Module, Version 3.2 (c) 1990 Haestad Methods, Inc. * 37 Brookside Rd * Waterbury, Ct 06708 •I R-4976-7 Series Type A and B Cast Iron Areaway Gratings Medium Duty For use over win dow wells providing maximum light transmission. Also suitable for use as ventilating and shaft gratings . Specify: 1. Catalog ~umber . 2 . Type A or Type 8 design . '/// 11!!1!/ jj}// ///I' ---------- Illustrating R-4976 Illustrating R-4977 226 IUILOING • A ..... :o · """' :: TY,[ A !"~~!··~·: ·~.~:.~·,;; IASEMENT WINO OW -4 ""'· Type A with lip to set on top of areaway wall . Type B to set in recess of areaway wall. Catalog Dimensions in inches No. A B Open in gs Half Round R-4976-1 12x24 1~ R-4976-2 15x .31~ 1~ R-4976-3 20x40 1~ 1~ R-4976-4 24x48 ... 1 4 l l 4 Rectan ular (t> R-4977-1 .. : .. ·,-·;; .. 12x.24 ..,.,., ... 1~ R-4977-2 ) .. t:·': ' 15)\3Q 't;"'v~ J 1~ ·.-· ~ 'I'. R-4977-3 20x40 : • 114 1 4 R-4977-4 ":::_, 24x48 -1~ 1~ R-4977-5 . •·· 'f. '30x-6Q "i\." · 114 1 4 Bors ~ Y2 5/16 5 16 ~ ~ 5 16 5/16 5 16 Note : On Type A, grate size exceeds d im ension "A" by 1 W' on a ll except wall side . On Type 8, grate is 1" wider and 2 " longer than dimension "A". APPENDIXD •I Federal Register I Vol. 57, No .175 /Wednesday, September 9, 1992 /Notices 41339 APPENDIX C-Notice of Intent and Instructions ... "9ffl'M for tnltnactlona Form ApproYld . Oll9 .... __ ....,_._..,...,, ... A EPA ..__.,.. __ .. __ NIOEI W~DC~ F'ORll O Notice of lnt.m (NOi) tor Storm Water Dt1Ch8rg .. Aaoclated with lnduatrlal Activity Under the NPDES Gentl'll Penntt Subml..ion ot til Nollc:9 ot in.nl COl'llhlllll nollc:9 lllt .. Sllr'Y lderllllled In Sedlorl I ot til larm ~ t> Ill alllDflz9d ~a NPDES psmll llaued tar Malm -~-•Md._,lndlsl1al~ln .. SW._....lnldorlllothllarm. ~~~IUdl~t>~Wll't .. 111nn1 cardllclnl ot 1w '*"*-ALL CESSARY INFORM4TIOH MUST BE PROV IDED ON FOAM . I. Fdl¥ Opernir ~1lcunllllc11 •I ,.,..: I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I Phone : I I I I I I I I I I I I I s-..ot D Meir.-: I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I ()wner.()petalor: City : I I I I I I I I I I I I I I I I I I I I I l I SW: L&...J ZJP Codi : I I I I I I . I I I I I II . Fdly!Sl18 L.ccdon lntormalia'l . ~: I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I II h Fdty l.oc:nld en ~ 1Mld5? (Y ar N) D Addtasa : I I I 1 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I City : I I I I I I I I I I I I I I I I I I I I I I I I $'818 : L.W ZIP Codi : I I I I I I . I I I I I ' Ulll\lde : I I I I I I I ~:I I I I I I I I C>..ws: ~ Sedlon: w Towrahip : I I I I I Raroe : I I I I I Ill. 5118 A.cfMrf lnformallcwl I -I ~ Opern>r Hane : I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I AeoeMng WI'* Body : I I I I I I I I I I I I I I I I I I I I I I I I I lf YOAJn ~•a~. EMlf Slgrm ll9f ~ P9rmrt Number : I I I I I I I I I I -n.. e:..•:1 . D CusllUM 0.. (Y ar N) II h F ~ Reqund t> Submit Mon10mg ? (1 . 2. er 3) D SIC or~ Pmlary: I I 2nd : I ~Codi : I I I I I I I 3rd : I I I I I •ltl : I I I I I lf Thi1F~ll1~ot1~ ~ ., Group Appl!caoon : I I I I ~ :~ If You ._. OltWlf Ex isling NPOE S I I I I I I f'otmft , er. P9rmrt Numberl : I I I I I I I I I I I I I I I I I I I I I I I I IV . Addl'iorll!I ~ Aeqund 1cr Ccnll"UCion ActvlOal Only Prcjlc:t ~ Sla'IC.: 0.: II lw S1Dml Water PcllJlon PrlY•111oi 1 Plan I I I I I I I I &tlmMld _,_., Ill I I In Compim wlltl 518 nl.'or LOCll D I I I I I I o.&ltled (In Acnl): I I I I I ·Sedim9nt lnCI EtOliOn PWll 7 (Y er N) v. ~: 1 Clll1lly urmr perm11y ot 11w l\at til ctccun1nt Sid 11 dachmel • -P"'*9d ur.-mr clir9dlcn ar ~ In 80CIDl'dnll wtti a 'YI*" Ol&lgned ., .-. 1\11 qu.lifled psaann11 prcpe11y gmr. Sid .-.. .. lnlonna1ion aubrn1119d . Bl!Md C11 my ~ cl tw P9rlOfl er peiwcn WC> : llW'9gl ':.::191n, er tae pmone dirlcey ~tar~ lr*:lrmdon, .. iilui11idcl1llDnllldII,t>1w belt "'I~ n bellf, rw. · ICO.nll, ~· I sn.,.. IWlt '*" n lignlftc:sll lcf aubmilling lal5e iiluimdou, lnduding lw poulbillty cl Irle ~ lcf lnlwiig Ylollllcrs. . Pm t Nlme : 0..: I I I I I I I I I I I I I I I I I I I I J I I I I I I I I I I I I I I I I I ~: Federal Register I Vot 51,"·No . 11s / Wednes day, ·September o, 1002 / Notices 41341 APPENDIX 0-Notice of Termination and Instructions ,..... ... ln8tnlctJona Before Completing naa. Fonn ·Form~-... --....-........... A EPA ..__ ........... -..... N'DE8 ww•.,-ai. DC 20.o FORM ~, ·Nota.:=i:.=~o~~~~=~°!f!'!'Permtt Qlbmllllcln of'* Nc*eolT•••• ..... ,~ nallcll .,. .. ~kl Sealarl I crl .. larm Ill no~ datmd ID~*""_, -•lld wit! 1r1c1uA1m dlillr ...-.. NPDES pqrwn. ALL NE Y .. FORM.\ TIOH lolJS1: BE OED ON TMIS • LFWn*••n .... 1 NPDES llDnll ~ I I 0-* .... Yau .. No Larp D a.. ...... ~~ D °"*" .... tulblr: I I I I I 1 · I I .. OplrM)f ot .. ~ Dllctw;e Ill 11ir41 Tll'lllk..s: •I .. ~~ .......... .. I ' I fl'hanl : I I I I ...,..: I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I Addrw : I I I I I I I I I ·1 I I I I I I ' I I I I I I I I I I I I I I I I - I I LW ZIPCodt: I . I Cl!(: I I I I I I I I I I I I I I I I I I I I I SC.: I I I I I I I I I 111. F~ locllan ... l'lllllclt - Nlnll: I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I ~=' I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I L_J ZIPCodt: I . I City: I I I I I I I I I I I I I I I I I I I I I I SW.: I I I ; I I I I I U!llUW, I I I I l..Clngladl : I I I lc.w: L!Sdlll: w I I ~: I I I I I I I I I TOW!ilhlp : I I I I I I I . rv . c.rt6cdon: I :::t:.* pen111y ot •"" 11 mm..., clld9DM -= •'"41111e1 ~ dJltt trom.,. ldlnllfted ~ tlll n &lhlltmd by a N~ Pl"T'* bMr'l-....S « tlll I am ID~ .. ~ of .. ~ s mnAucllon 1111 . I wtdalstaid 1111 by~'* Hollali of T I Im no~ alllortmd ID clldwve llDrlft..., •• •M wlli ~ ....... under'*~~ Sid ht~ In lbm .... ..,.,.....,.., .,.._... aocH1y.,...,. ot .. Unllld s.-.111......,. un01r.,. a..i waw NJ. . .,. ~•not ~ NPOES peimll. I mo wdllstaid hit h....,..... ot '* Nc*e ol T«riidoit ~net ...... 8"I ~ lrDm 11t*r tor sir~ cl'* Pl"T'* « a.iw.-AO.. PmtNaone : I l DIM : I I ! I I I I ' I I I I I I I I I I Slgn&U'I : lneWoloM tor Complelli.a Notloe of, ...... Dft (NOT) F-. WM llley Ale a Na41oael T~ (NOT),_ ......... *" ,_ ,_,._ wta -,_.,.,~....., .. EPA.._. Ndcnl ...._,. lanll He lanil ID tit tit..,.~: ~ Ellninllan .,..._ (HPOES) QefwW ...... IDr ...... --oicn..v-MIDcilol9CI 91111 .,..... N1Mtf .... ...,.. a N1111at 11 Taimilllon SDlll ,._,Halal d TernlNlon (IOT) ll:ml ._, twlr ..... NI IDngw ,_ 9"r --..... ~ P.O.e.ttas ............ ~ ...... .-..111 .. ---......... 40 CFR 122.Je lbl(1'), .,._, fllF n 111 lar'IJlll' .. ...,_., .. ......_ ~VAl21Z2 Fo-~ ...... ~ " .. !llllmi --~ allOdM9d c .. ,,...._ .. ,_ ""'~ ..,,._. _ .._ ....,..11111 ... ~ ...... ~..., ...... ..,........, ... ..,...,.. ... ----T,,_.,,..., ... ~ ...... 111 .. apprcipW _ _.,, ,.._. ._.....,,.,_... ... -...--•an...,. ........ .,. .. """' .... l!ldl...._......., tw llWU. ~· __,. ""Wlf*' _.....,...._... .... ~ ............ ~ ..... ..-·-------ll:lrMC:lllllm. u...,-... ll:lr ...... 99 -.irlr9CI 1¥ a N'OEI ......... ._. ...,.._....., ~ ........,_., ---IDr~ ---in.....,_ .... •C191"1 Fnl llmllmlar! --.... ~...,... .............. ,_ .....-. I ,.aie.. W1J ~..._.He ll:lrm, 1111 tw Slllli.W.W -...c ....... _..... ......... ~-..... ...,.,JOY.tl ...... (1'03) IZ1~ h-ll:lr~-..,--~ .. ....-----... ~ .......,.,, • _.,..,.,.,,,.... t ••• • --, ........ -.............. ~ *'° ......... .,..,,... f'U!AR RE~ OP 1MI POftll l'Oft l'UlmCll INSTRUCnONI APPENDIXE .. Figure Xll-1 Application Form Development Permit For Areas Outside Flood Hazard Areas City of College Station, Texas (re: Ordinance No. ) ~Site Legal Description: Tract Al, Ponderosa Place Section II Site Address: IDngmire Drive be~ Pinion Drive and Rock Prairie Rd Located in: Bee Creek (Trib A) Owner: John Gcxlfrey Architect/ Engineer: Urban Design Group Contractor: Address: 1850 Greenfield Plaza, Bryan, 77802 Telephone No.: 774-4528 ~~--~--------- Address: P.O. Box 10153 C.S. Tx 77842 Telephone No.: 696-9653 Address: Telephone No.: Date Application Filed: Sept. 21, 1994Approved: Application is hereby made for the following development: Construction of 5000 sf bniJdjnq and asscx;iated parldnq Jot ;mil ilrivP entrance for a day care center on previously platted C-2 lot. Attached as part of this application: Application Fee ~--~x.:..--_ Drainage Plan with supporting documentation: two copies of each Other: ACKNOWLEDGEMENTS: I , _John Q:rlfrey , as owner, hereby acknowledge or affirm that: The above Drainage Plan and supporting documents complies with the requirements of Ordinance No. Owner Date 98