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HomeMy WebLinkAboutStormwater Report - 125 FLAGSHIP DRIVE 6/18/1987 THOMAS E. NEVE ASSOCIATES , INC. DATE PROJECT: KENICS/CHANNEL-NABP/FLAGSHIP HYDROLOGIC STUDY SHEET I OF mil -------------------------- EXISTING SUBCATCHMENT DATA Groom e! SUBCAT # 1 SUBCAT # 2 ---------- ---------- AREA= 2.84 ACRES AREA= 2.42 ACRES CN= 30 CN= 70 Tc= 8 Tc= 21 RAINFALL= 7 INCHES RAINFALL= 7 INCHES PEAL; FLOW= 17.3 CFS PEAK FLOW= 8.3 CFS VOLUME= 1 ACRE-FT VOLUME= .67 ACRE-FT SUBCAT # 31 SUBCAT # 4 AREA= .46 ACRES AREA= .83 ACRES CN= 98 CN= 98 To= 6 Tc= 13 RAINFALL= 7 INCHES RAINFALL= 7 INCHES PEAF; FLOW= 4.8 CFS PEAK FLOW= 6.S CFS VOLUME= .23 ACRE-FT VOLUME= .43 ACRE-FT SUBCAT # S SUBCAT # 6 AREA= .84 ACRES AREA= 1 .24 ACRES CN= 98 CN= 70 Tc= 6 Tc= 6 RAINFALL= 7 INCHES RAINFALL= 7 INCHES PEAK FLOW= 8.8 CFS PEAK FLOW= 6. 9 CFS VOLUME= .43 ACRE-FT VOLUME= .33 ACRE-FT SUBCAT # 7 SUBCAT # 8 AREA= 1 .23 ACRES AREA= .8 ACRES CN= 70 CN= 98 Tc= 6 Tc= 6 RAINFALL= 7 INCHES RAINFALL= 7 INCHES PEAK, FLOW= 6 . 9 CFS PEAK FLOW= 8. 4 CFS VOLUME= .33 ACRE-FT VOLUME= .4 ACRE-FT THOMAS E. NEVE ASSOCIATES , INC. DATE PROJECT: KENICS/CHANNEL-NABP/FLAGSHIP, HYDROLOGIC STUDY SHEET Z OF BEGIN WITH SUBCATCHMENT # 1 CALCULATED HYDROGRAPH 1E 15 PEAK = 17.3 Y 14 13 12 1 - Devu opev u 10 HtfPR-o6vZ491+ C@ DtF516►j s Fb im- I s E 5 3 0 _--- lit 11 12 13 14 15 lb 17 18 1-3 20 TIME (HOURS) CALCULATED HYDROGRAPH 13 12 11 PEAK = 13 10 - 5 �n PosT• pevotop Agewfi 7 �444ro9rtxp � S J L. 4 3 t. 2 ^~ L 10 It 13 13 14 15 16 17 13 !9 20 TIME (HOURS) THOMAS E. NEVE ASSOCIATES INC. PROJECT: KEN I CS/CHANNEL-NABP/FLAGSHIP , HYDROLOGIC STUDY OSHEET-_—UF BEGIN WITH SUBCATCHMENT # 3 ADD SUBCATCHMENT # 8 STORE IN MEMORY # 1 ROUTE THROUGH STORAGE POND # 2 # ELEVATION (FT ) STORAGE (ACRE-FT ) i 1 237.3 0.00 2 238.0 .02 3 240.0 . 17 4 242.0 .37 OUTLET # 1 INVERT ELEVATION = 237.25 FT CIRCULAR CULVERT: D= 4 IN n= .015 L= 25 FT S= .01 CONCRETE PIPE, GROOVE OR BELL , PROJECTING INLET: Ke= . 15 THE ABOVE POND WILL OVERFLOW # ELEVATION (FT ) STORAGE (ACRE-FT ) i 237.3 0.00 2 238.0 .02 3 240.0 . 17 4 242 .0 •37 OUTLET # 1 INVERT ELEVATION = 237.25 FT CIRCULAR CULVERT: D= 6 IN n= .015 L= 25 FT S= .01 CONCRETE PIPE , GROOVE OR BELL , PROJECTING INLET: Ke= . 15 . THE MAX. WATER STORED = .28 ACRE-FT VOLUME UNDER THE HYDROGRAPH = .63 ACRE-FT , PEAK = 1 .5 CFS STORE IN MEMORY # 2 ADD SUBCATCHMENT # 7 .ADD SUBCATCHMENT # 4 STORE IN MEMORY # 3 VOLUME UNDER THE HYDROGRAPH = 1 .39 ACRE-FT , PEAK; = 1"3 CFS Posr- ')ajo,opn4mvr f=cocj car T st6,� in, t* ! *� 2, 13 «. 3 cps DE TENTION/STORAGE POND DATA POND PROJECT: AP SCALE:vs. STORAGE ELEV. (ft.) !(acres) !(acres) D(ft.) V(ocre•ft.) zV(acre.".) to- 6�31 3 a• 7r a. Qz3 Z 4 ,d626 D;023 4. e7 Z,3z d. /41 T4 4, 170 _ 2 4r2 O • //OD O 6S - INLET I: INLET 4 : :. INLET 2: INLET 5: INLET 3: INLET 6: ,OUTLETS No. TYPE INV. DIA. WIDTH LENGTH N &JOPE ENT : Q T 23 7-2-T �s ' o-o �% _ CALL. BY: CHECKED BY: INFLOW & OUTFLOW FOR POND # 2 13 i t 1c + 11 PEAK INFLOW = 13.2 10 OUTFLOW = 1 .5 _ 9 ' L� 7 6 ' Cr 5 , 4 3 r t ' 2 �^ 1 —1. U10 11 12 13 14 15 16 17 13 19 20 TIME (HOURS) z 6 STORAGE POND # 2 DATA -------------------------- ----------------------------------------- TIME INFLOW OUTFLOW ELEVATION STORAGE HR. CFS CFS ACRE-FT ------------ ------------------------- 10.0 0.© 0.0 237.3 _ 0.00 10.2 0.0 0.0 237,3 0.00 10.4 . 1 0.0 237.3 0.00 .L 0.0 237.3 0.00 10.6 10.8 Z 1 237.4 0.00 11 .0 .3 .2 '37.5 .01 11 .2 .5 .2 237.5 .01 11 .4 .6 .3 237.7 .01 11 .6 1 .4 5 237.9 .02 11 .8 13.2 1 .0 239. 1 . 15 iL .p G .- 26 1 .4 2240.7 . 12.2 2.0 1 .5 22 41 . 1 L8 122 .4 1 .6 1 .5 241 . 1 .23 12 .6 1 . 1 1 .5 241 . 1 .28 r 12 .8 .9 1 .5 241 .0 .27 13.0 .8 1 .5 240.9 .226 13.2 .7 1 .5 240.8 .25 240.7 .23 13.4 .6 1 .4 22 13.6 .6 1 .4 240.5 ,^1 13.8 .6 1 .4 240.4 14.0 .5 1 .3 240.3 . 19 1 .3 240. 1 . 18 14.2 •5 14.4 .5 1 .3 240.0 • 17 14.6 .5 1 .2 239.8 . 15 14.8 .4 1 .2 239.6 . 14 15.0 .3 1 . 1 239.5 . 13 1 .0 239.3 . 122 15.42 . 10 15.4 .3 1 .0 239. 1 15.6 .3 - .9 239.0 .09 15.8 .3 .9 238.9 .08 22 16.0 .3 .8 ,8.7 .0. 16.2 .3 .8 238.6 .07 16.4 .3 .8 238.5 .06 16.6 .7 238.4 .05 16 .8 •% '7 238.3 .05 17.0 .3 .7 238.E .04 17.2 .3 .6 238.2 .03 17.4 .3 .6 238. 1 03 17.6 .3 .6 238.0 022 17.8 .3 .5 2237.9 012 18.0 .3 .4 237.8 .022 18.2 .3 .4 237.8 .02 2 4 237. .01 18.4 . 7 .01 18.6 .2 .3 237.6 3 237.6 .01 18.8 01 19.0 L 2 237.E 19.2 .2 237.6 .01 19. 4 2 237.5 .01 19.6 ' 237.5 .01 19.8 .L .L 237.5 .01 20.0 ' L 237.5 .01 L BEGIN WITH SUBCATCHMENT # Z CALCULATED HYDROGRAPH 10 9 PEAK.. = 3 .3 8 loo 7 - HM4,rv7rapH I I C° D esc`as Pr. # Z, 5 3 4 LL 2 3 � `55 } 90-11 13 13 14 15 1E 17 13 19 30 TIME (HOUPS) i THOMAS E. NEVE ASSOCIATES , INC. DATE -/-/ PROJECT: KENICS/CHANNEL-NABP/FLAGSHIP , HYDROLOGIC STUDY SHEET S OF BEGIN WITH SUBCATCHMENT # 5 ROUTE THROUGH STORAGE POND # 3 4 ELEVATION (FT ) STORAGE (ACRE-FT ) A 238 0.00 2 239.0 - .02 3 240.0 . 13 4 242.0 .55 OUTLET # 1 INVERT ELEVATION = 238.5 FT CIRCULAR CULVERT: D= G IN n= .015 L= 5@ FT S= .01 CONCRETE PIPE , GROOVE OR BELL , PROJECTING INLET: Ke= . 15 THE MAX. WATER STORED = .2 ACRE-FT VOLUME UNDER THE HYDROGRAPH = .43 ACRE-FT , PEAK = .8 CFS INFLOW & OUTFLOt-d FOR POND # :3 1� 9 i PEAK IhJFLOI^J = 8. 8 OUTFLOVI = .8 1 I, U7 h L� � v 5 i 4 O ` J , I I , 2 I 1 t 90 11 12 1.j`- 14--15--1b--1f--I8-- 9 LD TIME (HOURS) '� 5T 'Dr= 1mopMojr fww cQx�T bA-3 �QE bstt�.op�►t�v-r G� ��-st6� . Po +rm- # Z - C� C-r-s - 6 UP"Em"OTENT ION/STORAGE POND DATA - ,... POND N0. 3 PROJECT: /(�6, G/4///,XZZ` MAP SCALE: JSF: j STAGE va. STORAGE ELEV. (ft.) Macres) A(ocres) D(ft.) V(ocre•ft.) IV'(wre•ft.) . 032 . .S- U• 0 �6 236.00 D- 06 D ;oiG` / 2 d• // Z 2 yo. 00 O. Z 616 2 V2, 00 d, 2613 INLET 1: - " INLET 4: - INLET 2: INLET 5: INLET 3: INLET 6. .,OUTLETS i hlo. TYPE - - INV. DIA. WIDTH LENGTH N SLDPE ENT'.,.-Q CALC. BY: CHECKED BY: i � O STORAGE POND 4 3 DATA -------------------------- --------- ------------------------------- STORAGE TIME INFLOW OUTFLOW ELEVATION CFS CFS ACRE-FT HR. ------------------ 0.0------ ------------- _ - - - - - 0.00 0.0 238.5 10.0 0.0 238.5 0.00 10.2 0.0 238.5 0.00 10.4 . 1 0.0 238.5 0.00 10.6 '� 0.0 238.6 0.00 10.8 1 2308.6 0.00 11 .0 2 238.7 .01 11 .2 .3 238.8 .01 11 .4 '4 .3 238. 9 .02 11 .6 1 .0 .6 235 .5 . 10 11 .8 8'8 240.2 . 18 4.2 .8 1 �.0 240.3 . 19 12.2 1 .3 .8 ' 20 � 1 . 1 �4fl.3 12.4 240.3 0 .8 8 12.6 8 240.- 20 12.8 6 .B 240.3 . 19 13.0 .6 8 240.3 . 19 2 0 .5 . 18 13.E 4 .3 13.4 '4 .8 240.2 . 17 13.6 .4 .8 240.2 . 17 13.8 '4 8 240.2 . 16 14.0 .3 240. 1 . 15 14.2 '3 .8 240 . 1 . 14 14.4 "' 8 240.0 . 14 14.6 .3 8 240.0 .13 14.8 .3 p . 12 15.0 .7 239.9 . 11 15.2 .7 239.8 .1 1_ 15.4 .2 .7 7 239.7 15.6 7 239.7 16.0 .09 15.8 .2� 6 239.6 .08 6 239.5 .07 16.2 .2 � .07 9.5 16.4 .6 , X3 239.4 .06 16.6 6 239.4 .06 16.8 239.3 .05 17.0 .5 239.3 04 2 .04 1 239. 17.4 .5 239.2 .03 17.6 .5 239. 1 .03 17.8 .2 5 239. 1 .02 18.0 .5 239.0 .02 18.2 239.0 .01 18.4 .4 238.9 18.6 .2 .J 238.8 .01 18.8 238.7 .01 19.0 ' 1 , 238.7 .01 19.2 1 238.7 0.00 19.4 1 � 1 238.6 0.00 19.6 1 1 0.00 19.8 ' 1 . 1 ��8.6 238.6 0.00 20.0 • 1 THOMAS E. NEVE ASSOCIATES , INC. DATE PROJECT: KENICS/CHANNEL-NABP/FLAGSHIP , HYDROLOGIC STUDY SHEE ! 1 OF T BEGIN WITH STORAGE POND OUTFLOW # 3 ADD SUBCATCHMENT # 6 VOLUME UNDER THE HYDROGRAPH = .76 ACRE-F T , PEAK = 7.S CFS CALCULATED HYDROGRAPH 10 S PEAK: = 7 .5 5 s 4 3 G -5 1 E10 11 12 13 14 15 1G 1? 13 19 20 TIME (HOURS) 1Z NEW RAINFALL = 7 INCHES RECALCULATE SUBCATCHMENT # i VOLUME UNDER THE HYDROGRAPH = 1 ACRE-FT , PEAK = 17.3 CFS RECALCULATE SUBCATCHMENT -4 2 _ VOLUME UNDER THE HYDROGRAPH = .67 ACRE-FT , PEAK = 8.3 CFS RECALCULATE SUBCATCHMENT # 3 VOLUME UNDER THE HYDROGRAPH = .23 ACRE-FT , PEAK. = 4.8 CFS RECALCULATE SUBCATCHMENT # 4 VOLUME UNDER THE HYDROGRAPH = .43 ACRE-FT , PEAR; = 6.5 CFS RECALCULATE SUBCATCHMENT # S VOLUME UNDER THE HYDROGRAPH = .43 ACRE-FT , PEAK = 8.8 CFS RECALCULATE SUBCATCHMENT # 6 VOLUME UNDER THE HYDROGRAPH = .33 ACRE-FT , PEAK = 6.9 CFS RECALCULATE SUBCATCHMENT # 7 VOLUME UNDER THE HYDROGRAPH = .33 ACRE-FT , PEAK = 6.9 CFS RECALCULATE SUBCATCHMENT # 8 VOLUME UNDER THE HYDROGRAPH = .4 ACRE-FT , PEAK = 8.4 CFS EXISTING SUBCATCHMENT DATA -------------------------- SUBCAT # 1 SUBCAT # 2 AREA= 2.84 ACRES AREA= 2.42 ACRES CN= 80` CN= 70 Tc= 8 Tc= 21 RAINFALL= 7 INCHES RAINFALL= 7 INCHES PEAK FLOW= 17:3 CFS PEAK FLOW= 8.3 CFS VOLUME= 1 ACRE-FT VOLUME= .67 ACRE-FT SUBCAT # 3 SUBCAT # 4 AREA= .46 ACRES AREA= .83 ACRES CN= 98 CN= 98 Tc= 6 Tc= 13 RAINFALL= 7 INCHES RAINFALL= 7 INCHES PEAK FLOW= 4.8 CFS PEAK FLOW= 6.5 CFS VOLUME= .23 ACRE-FT VOLUME= .43 ACRE-FT SUBCAT # 5 SUBCAT # 6 AREA= .84 ACRES AREA= 1 .24 ACRES CN= 98 CN= 70 Tc= 6 Tc= 6 - RATNFALL= , i 13 x EXISTING SUBCATCHMENT DATA 2S `iR. StOQ>fv1 EVE7�►T. SUBCAT # 1 SUBCAT-#-2 AREA= 2.42 ACRES AREA= 2.84 ACRES CN= 70 CN= 80 Tc= 21 RAINFALL=8 RAINFALL= 5.4 INCHES RAINFALL= 5.4 INCHES PEAK FLOW= 5.4 CFS PEAK FLOW= 12 CFS VOLUME= .7 ACRE-FT VOLUME= .43- ACRE-FT SUBCAT # 3 SUBCAT # 4 AREA= .83 ACRES AREA= .46 ACRES CN= 98 CN= 9$ Tc= 13 Tc= 6 RAINFALL= 5.4 INCHES RAINFALL= 5.4 INCHES PEAK FLOW= 4. 9 CFS PEAK FLOW= 3.7 CFS VOLUME= . 19 ACRE-FT VOLUME= .32 ACRE-FT SUBCAT # 5 SUBCAT-#_6 A AREA= 1 .24 ACRES AREA= .84 ACRES CN= 70 CN= 98 T.c= 6 Tc= 6 RAINFALL= 5.4 INCHES RAINFALL= 5.4 INCHES PEAK FLOW= 4.5 CFS PEAK FLOW= 6.7 CFS VOLUME= .22 ACRE-FT VOLUME= .32 ACRE-FT SUBCAT # 7 SUBCAT-#-8 AREA= ,8 ACRES AREA= 1 .23 ACRES CN= 98 CN= 70 Tc= 6 Tc= 6 RAINFALL= 5.4 INCHES RAINFALL= 5.4 INCHES PEAK FLOW= 6 .4 CFS PEAK FLOW= 4.5 CFS VOLUME= .22 ACRE-FT VOLUME= .31 ACRE-FT THOMAS E. NEVE ASSOCIATES , INC . DATE PROJECT: KENICS/CHANNEL-NABP/FLAGSHIP , HYDROLOGIC STUDY SHEET t_ OF BEGIN WITH SUBCATCHMENT # i CALCULATED HYDROGRRPH _ 11 PERK = 12 L PtZl► D&V 10 DestcaJ f>r.i- 9 rn 7 5 1 J 4 3 2 c 010 it 1'2 13 14 15 16 17 lo 1'3 TI1°1E (HOURS) ss BEGIN WITH SUBCATCHMENT # 3 ADD SUBCATCHMENT # 8 STORE IN MEMORY # 4 ROUTE THROUGH STORAGE POND # 4 # ELEVATION (FT ) STORAGE (ACRE-FT ) 1 237.3 0.00 2 238.0 .0L 3 240.0 if 4 242.0 .37 OUTLET # 1 INVERT ELEVATION = 237.3 FT CIRCULAR CULVERT: D= G IN n= .015 L= 25 FT S= .01 CONCRETE PIPE , GROOVE OR BELL , PROJECTING INLET: Ke= . 1S THE MAX . WATER STORED = .21 ACRE-FT VOLUME UNDER THE HYDROGRAPH = .49 ACRE-FT , PEAK = 1 .4 CFS STORE IN MEMORY # 5 ,ADD SUBCATCHMENT # 7 ADD SUBCATCHMENT # 4 STORE IN MEMORY # G F&D Y � VOLUME UNDER THE HYDROGRAPH = 1 .03 ACRE-FT , PEAK = 9.4 CFS pus.. pr.# 1 INFLOW & OUTFLOVI FOR POND # 4 143 1. 9 5 PEAK: INFLOW = 10. 1 I - 8 OUTFLOW = 1 . 4 I 7� II rn 6 5 I i I 4 � I 3 1 , I L I q0 11 12 13 14 15 16 17 18 1'3 20 TIME (HOURS) 16 STORAGE POND # 4 DATA -------------------------- ------------------------------------------------------------------------- TIME INFLOW OUTFLOW ELEVATION STORAGE HR. CFS CFS ACRE-FT ---------------------------------------------------------------------------- 10.0 - - 0.0 0.0 237.3 _ 0.00 10.2 0.0 0.0 237.3 0.00 10.4 0.0 0.0 237.3 0.00 10.6 . 1 0.0 237.3 0.00 10.8 .2 . 1 237.4 0.00 11 .0 .3 . 1 237.5 .01 11 .2 .3 .2 237.5 .01 11 .4 .5 .3 237.E .01 11 .6 1 . 1 .4 237.8 .©�21 11 .8 10. 1 .8 238.8 . 11 12 .0 4.9 1 .3 240. 1 .20 12,2 1 .6 1 .4 240.4 .21 12 .4 1 .2 1 .4 240.4 .21 12 .6 .8 1 .3 240.3 .20 12.8 .8 1 .3 240.2 . 19 13.0 .6 , 1 .3 240. 1 . 18 13.2 S 1 .3 240.0 . 17 k 1?.4 .5 1 .2. 719.9 . 16 13.6 .5 1 .2 239.7 . 15 13,8 .5 1 , 1 239.6 . 14 14.0 .4 i . l 239.4 . 13 14.2 .3 1 .0 239.3 . 11 14.4 .3 1 .0 239. 1 .•10 14.6 .3 .9 239.0 .09 14.8 .J- .9 238.9 .08 15.0 .3 .8 238.7 .07 15.2 .3 .8 238.6 .07 15.4 .3 .7 238.5 .06 15.6 .3 .7 238.4 05 15.8 .3 .7 238.4 .05 16 .0 .3 6 238.3 .04 16.2 .2 .6 238.2 .03 16.4 2 .6 238. 1 03 16.6 ' .6 238.0 .02 16 .8 .2 .5 237.9 •02 17.0 .2 .4 237.8 .01 1.7 .2 .3 237.7 .01 17.4 .2 3 237.6 .01 17.6 .2 .2 237.6 .01, 17.8 .2 .2 237.6 , 01 18.0 .2 .2 237.6 .01 18.2 .2 .2 237.6 .01 18.4 2 2 237.6 .01 18.6 .2 .2 237.6 .01 18.8 .2 Z 237.6 .01 19.0 .2 .2 237.6 .01 19.2. .2 .2 237.6 .01 - 19.4 .2 .2 237.6 .01 19.6 .2 .2 237.6 .01 19.8 .2 .2 237.6 .01 20.0 .2 .2 237.6 O1 THOMAS E. NEVE ASSOCIATES , INC. DATE / / PROJECT: KENICS/CHANNEL-NABP/FLAGSHIP, HYDROLOGIC STUDY SHEET t-7 OF BEGIN WITH SUBCATCHMENT # 2 CALCULATED H`rDROGRAPH 10 _ 9 _ _ _ PEAK _ 5.4 2sy12. S tda&t . Pr-- Dvlv0-op tp ti S S z 4 Ci 3 2 0IU 11 1E 13 14 15 16 17 18 19 20 TIME (HOURS) BEGIN WITH SUBCATCHMENT # S ROUTE THROUGH STORAGE POND # S # ELEVATION (FT ) STORAGE_ (ACRE-FT ) 1 238.5 0.00 2 239.0 .02 J 3 240.0 - 13 . 4 242.0 .SS OUTLET # 1 INVERT ELEVATION = 238.5 FT CIRCULAR CULVERT: O= 6 IN n= .015 L= SO FT S= .01 CONCRETE PIPE , GROOVE OR BELL , PROJECTING INLET: Ke= . 1S THE MAX . WATER STORED = . 14 ACRE-FT VOLUME UNDER THE HYDROGRAPH = .32 ACRE-FT , PEAK = .8 CFS ADD SUBCATCHMENT # 6 VOLUME UNDER THE HYDROGRAPH = .S4 ACRE-FT , PEAK = 5. 1 CFS CALCULATED HYVRGGR.APH 10 9 PEAK. = 5 . 1 POST. 'Dev.. DMcc 2.- � b 4 2 1 '10 11 12 13 14 15 lh 17 18 19 20 TIME (HOURS) THOMAS E. NEVE ASSOCIATES , INC. DATE PROJECT: KENICS/CHANNEL-NABP/FLAGSHIP , HYDROLOGIC STUDY SHEET 1°1 OF STORAGE POND 4 5 DATA -------------------------- --------------------------- --------------- TIME INFLOW OUTFLOW ELEVATION STORAGE _ HR. CFS CFS ACRE-FT ------------------- 10.0 0.0 0.0 238.5 0.00 10.2 0.0 0.0 238.5 0.00 10.4 0.0 0.0 1- 0.00 10.6 . 1 0.0 238.5 0.00 10.8 . 1 0.0 238 .6 0.00 11 .0 . 1 236.6 0.00 1 238 .6 .01 11 .2 3 2 238.7 .01 11 .4 '` 11 .6 .7 .2 238.8 .01 11 .8 6.7 .6 2398.3 .08 7 239.9 . 13 12.0 3.2 240. 1 . 14 12.2 1 .0 .8 12.4 .8 .8 240. 1 . 14 .6 .8 240. 1 . 14 12 .E 240.0 . 14 12.8 .5 .8 13.0 .4 .8 240.0 . 13 13.2 .4 .B 240.0 . 13 3 .7 239.9 . 12 13 13.6.4 239.8 11 ,3 .7 239.8 . 10 13.8 14.0 •�3 .7 239.7 . 10 3 .7 239.7 .09 14.4 14.2 2 6 239.6 .08 14.6 .2 .6 239.5 .08 14.8 .2 .6 239.5 .07 15.0 .2 .6 239.4 - .06 15.2 .2 .6 239.4 .06 15.4 .2 .6 239.3 .05 5 11 '139.3 .05 15.6 04 15.8 2 •5 239.2 16.0 .2 .5 239.2 .04 1E.2 .2 .5 239. 1 .03 16.4 .2 .5 239. 1 .03 16 .6 . 1 .5 239.0 .02 16.8 . 1 .4 238.9 .01 1 .3 238.8 .01 17.0 , 238.71 .01 17.2 . 1 f- 17.4 . 1 .2 238.7 .01 17.6 . 1 238.7 .01 17.8 . 1 . 1 238.6 .01 18.0 . 1 . 1 238.6 .01 18.2 . 1 . 1 238.6 0.00 -18.4 • 1 , 1 238.6 0.00 18.6 . 1 . 1 238.6 0.00 238.6 0.00 19.0 . 1 . 1 238.6 0.00 6 0.00 19.2 . 1 • 1 238. 0.00 19.4 . 1 1 238.6 19.6 . 1 . 1 238.6 0.00 238.6 0.00 20.0 . 1 1 238.6 0.00 ZO INFLOW &. OUTFLOW FOR POND # 5 1© 3 PERK INFLOW = 6 . 7 S OUTFLOW = . S tL S 5 t 0 4 J c , , ti 1 9 0 11 12 13 14 15 1h 17 13 19 20 TIME (HOURS)