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West End Specific Plan - Temporary Detention Basin
T fr li* c_aY � hie g e?oieeftzet, ate. IMIENEP CIVIL ENGINEERING • LAND PLANNING • LAND SURVEYING SUBJECT BY DATE JOB NO SHEET OF HYDROLOGY STUDY FOR INDUSTRIAL AREA TEMP.DETENTION BASIN 1 DATE 1 1 /9/87 3170 REDHILL AVENUE • COSTAMESA, CALIFORNIA 92626 -3428 • (714) 641 -8777 %`li l i 1 ; ; ), 1 i ; 1 / 4 ) : t r . W j t il III: 1 ii 1 ; t} iI E I: i ;; il ��ZC i, i n, W ( i 2 i t 4 111 Ns, � • e tq q Q i :∎ 1 16 ti F L° 01. li (� ;I tit n `. 1 1 1 e , 7 .., ,i, .... _ ,_ . i' i , 4 NI . .;,_ ,, IR ._ , z , , . : _H W :;f111! X1 E .I : !•: I i pil Isle !_ I — Q ` �= I •t . I I i �L 1f • N 41Ft ' Si iT M iI iii �l` ; ir � : w t N : G � •• A� �' i' • • ® ft 49`, I I a. ).- , : 1 ;,, 144sY_Wwk' J Tom. S T.: _ •. /7 ' d :, i; ... I 41111liall I il l ' - Q _ i e 1 ' try ik.� = i •%,..g �� ','' ' H •i r 1 ?fiat - :: . I VI ":: • .: I". 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I, IA ,"..n .... ■ e,xF � I i �• 700 :' ' . 837 • 636 k # 843 t , 84 8 1 ', . 897 -" • 98 ' --=st: cs" � •• -- 836 ,E'er! t______....____.: . -, 1 . ii - mmi iii ••t i; " - - , 0. 833 E _ - '•-•895 ;.,. I838.1 �. I t -8 - r,r� • •, �ta�► " ." 0 � ' •w t .. .• w � ^ 63 8.1 - ' •- MN �• • (; i i 834, T i— ij , 8 ...ui ~ �� �•\> � �_' .I , r " y. :: di ▪ ��` �i • ' °� B -, , , �. .,. I -__.- :._. B oa .,� 310 ' � ; � : . 947 ,. 840 • X \ .. \\ . 886 = 84 =' 4 _ !._ . /G i ' 703 1, S" ,/ - - ra .,r - t `-..- 845 •�L!' i1 �� _ ; : .. If; ., , 1! ;;di.-, :. 949 . 950.1' , ,.. I '• ' :'u t. H:7 * ,. • r 7 ". oa '. I i !• 948. \� sr i ° : 7- 877 -1 ' ir, r' -. 1 844 ) r r .c i ., wren i' di � ! i -- : i j . ( r , y.'. T H r ....••.r .,. I - Ir,• . ii 9 • . II f - i � ^ %, _�� i . 7.„.. ,r , . K • tY7 v o . ` I01" � d - I : :E ii . r . � � r 1 850.1 u m _ � 872 I ,8 II 0.--I 1.. O . -. C 98 � ,; • 1 AU.,! •, • ■ • .• M • • V ' , . 975 1 976 . 977 •..•, ;It s • � i .s.....- . � 1ti; .f•1 —,...n , ••••tu! • ( 't -, • is `: - - -._ MN � :� .:.,.1' „ 1 .- '- -- -s •w. ,, ,� . v + - 994.1 / p I 01 ' ..• i • : r __ � y ' ay` } ?� • - . r,. ! � f 978.3 979.1 989 5 0. 989.7 / •::,\` •• ;� ,y 709.1 �. -, Q , I • x 04 2 ;. ,.. , - _ 979.1 - • - -,089.8• -- -989.6 .K:•. ` `' , r .; • \ > >f r p 978.4 9T8 " ►em .... �. .� - i •. '.,V, , 09 • t r- , -�, �' 99x2 I 993.1 , ,- . s .n ~- t rn- ( �. • ' : • A •. tom' e,,,• ••.• 7 97a E �E "- i 993.2 i lit ± ' . � : /: /� I J r ' � __ ! .n•• • - •. • ,-,••I I1990:1 - .,.♦ r 90 8.1 tit? 991.1 •r � '41;1;. 1 rtw J I -• _� !: t i ...,.. 710 • ' 90.3 f7...:;•.:......>:1 . • •- 980 982 � ; .... • I . ^ ` • • _ ••1, . 9• =� �� ---,•••/ ---,•••/ ^T i. r. C1 _ 990 v ,. ' 991.2' 992 r 4 - 9 i ' cnu r•?in E ,•f r�b i - 983 • 991.3 ,� X002.1 • s ' 603 . . !; :_ 981 i r., �984 085 986 987 r c MI i ' - „ ! ,uL, 1. .4,4,, • /.,r rl• Q -- a•E• 411,44.07..; C r.• 16 wm 121 ' �.a.►r -c— — •! • - 1 ' ' t - • - -- ---- - -'- ..-- _ -- a - - - L. ..~- - . .... •--- - - - 1 • • ...-.1.1.• a• a� ataaa ���. .��� - • �s �.t�*f , R -�S• BOUNDARY OF DRAINAGE ARIA Z--'- (1 220.50) - -- AREA - 507.99 Ac. `c 1i NOT TO SCALE �" HYDROLOGY STUDY FOR ,a -; INDUSTRIAL AREA TEMPORARY DETENTION iii � a 11i 3 ro ra , MAMA oo„w , aI& CA 110111644111 ■ ,® 1 111111.10 r Isa ems sm rw • L S ',ANIMUS • WO WSS 11111 NKUJEl:1 ,mN /lt\lb 2 N 70►1, ,40 .)(../\ DA 11.: 1' ENGINEER: yL 1\111 ,,I 4,� �.,• rst J,1ir \i 1. Enter the length of the longest watercourse (feet) di 2. Enter the length along the longest watershed watercourse measured from the point of concentration •., upstream to a point opposite the centroid of the watershed area (feet) 37.40 3. Enter the difference in elevation between the most remote point in the watershed and the point of +� concentration (feet) 4. Enter the SBC basin factor 0 - (!).25 5. Enter the watershed area (acres) so 7 r 7 1. - 6. Enter baseflow (cfs /square mile) C 7. Enter SBC S -Graph proportions (decimal) Valley Foothill Mountain Desert • 8. Enter adjusted loss rate (inch/hour) I= G. s 3 ..t 9. Enter low loss rate percentage (decimal) Y 0 E:?-7 10. Enter watershed area - averaged 5 minute point rainfall (inches) * ! - 7 rrr Enter watershed area - averaged 30- minute point rainfall (inches)* / / 2 IM` Enter watershed area - averaged 1 - hour point rainfall (inches) * /- !1 7 Enter watershed area - averaged 3 -hour point rainfall (inches)* 2-7C Enter watershed area - averaged 6 - hour point rainfall (inches)* Enter watershed area - averaged 24 -hour point rainfall (inches)* 7C 11. Enter 24 - hour storm unit interval (minutes) ... *Note: enter values unadjusted by depth -area factors SAN BERNARDINO COUNTY SYNTHETIC UNIT HYDROGRAPH HYDROLOGY MANUAL INFORMATION FORM r - 'AA ror for r_ in PROJEC I : FQN 1 WI 1 NjnL RIO /\ 0A1 E: I( ' - / - rr L /0P.Ix iv7trn 'N .. ENGINEER: y, nr' i N 1. Enter the length of the longest watercourse (feet) 6 sr 2. Enter the length along the longest watershed watercourse measured from the point of concentration IMP upstream to a point opposite the centroid of the watershed area (feet) al 3. Enter the difference in elevation between the most remote point in the watershed and the point of concentration (feet) 1 I ti 4. Enter the SBC basin factor GIs ■ 5. Enter the watershed area (acres) r! >;' cc; 1 " - VW 6. Enter baseflow (cfs /square mile) �T) al 7. Enter SBC S -Graph proportions (decimal) Valley 1 Foothill Mountain Desert 8. Enter adjusted loss rate (inch/hour) F C1. /? ima NI 9. Enter low loss rate percentage (decimal) Y D - 0 63 10. Enter watershed area - averaged 5- minute point rainfall (inches) * O. 7 Enter watershed area - averaged 30- minute point rainfall (inches)* I. I Z Enter watershed area - averaged 1 -hour point rainfall (inches) * 1 4 7 or Enter watershed area - averaged 3 -hour point rainfall (inches) * 2. 7 0 rrr Enter watershed area - averaged 6 -hour point rainfall (inches) * 2 Ng Enter watershed area - averaged 24 -hour point rainfall (inches)* �•y� voi 11. Enter 24 -hour storm unit interval (minutes) �** *Note: enter values unadjusted by depth -area factors rr SAN BERNARDINO COUNTY SYNTHETIC UNIT HYDR OGRAPH HYDROLOGY MANUAL INFORMATION FORM ! Fy. ate. „„,al CIVIL ENGINEERING • LAND PLANNING • LAND SURVEYING SUBJECT BY DATE , )0B NO. SHEET Of ,., INDUS7kiAL ACC4. TEMP .D 7E1.' VENk/• N I /O23/&7 1 38')0- OS I di �v (460-Pr S hid D a ta La nof cup so G vou RI er A 44 EX)` TI)J�' CON_D)7 /0&' PO r .tt-r O GLA Q r .ea = 0. q0 at .L m p .Q Y An'ou,4 Q vr4 _ C, i 0 r - io 0 +C2 z % A p /0oxO -io +- 44 x0-90 4.9. ' p- o- s8E-3 (/— 0-9 A( di �. = G 5gg C/— 0.9 0 e?,) . 0- 53 5 1 _ -. P-k -S ( r000 _ /0 _ 10 -lb e 24 by P y = D - 5.3 7 r .,, 3170 REDHILL AVENUE • COSTAMESA, CALIFORNIA 92626 -3428 • (714) 641 -8777 id - h g 26 ate. 11111 CIVIL ENGINEERING • LAND PLANNING • LAND SURVEYING r SUBJECT I BY I DATE I 108 NO. I SHEET OF ,DL'S72/AL AMA 77Mp 1,M Ven k,.. N it PR'?POSED COi i uioni T rilp0'ih0 Ui1 - O- 0 R2 r 0th/ = O - /C MIN al RI = boo A o- (EI) !O al 4 �• � 0 -07 0- 0 73(1- 0- 5 / P is asi P. 2 � - sg3 ell X _ 0 63 5 vas . a es I r 4 3170 REDHILL AVENUE • COSTAMESA, CALIFORNIA 92626 -3428 • (714) 641-8777 rrr I Kamm ik L :„. . '... ili 4 . s ; i ! 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' 7 .. r ' ONE HOUR POINT RAINFALL= � 7 INCHES = `'f'r 1_>2 • LOG -LOG SLOPE = - �°" PROJECT LOCATION • 7 / %" /'B'F'I / 4)(14 ( -r ^r P ' c i "'�^r r • SAN BERNARDINO COUNTY INTENSITY - DURATION CURVES i . HYDROLOGY MANUAL CALCULATION SHEET D- 8 FIGURE 0-3 ! 1 50.0 . _ . 40.0 = Li __ . 30.0 - - ills 20.0 - - _ - - - - _ 10.0 - - (,1. 1 1 1: -: _ - _ - _ / / J 4.0 - : j I �- - -- 1. __ I l 3.0 . _ - 0 si I1. _: ....---------- 1 L : I; - . - r __I ii . __ _. . i ad : : ".. Ill . _ - . . . - li . — . 0 ___ _ _ _ _ _ . _ _ .. 01. = == = __ 5 10 20 30 40 50 100 200 300 4 00 500 1000 STORM DURATION-MINUTES 1 PROJECT LOCATION 2t` i E)) L ARE ( TJ.i\f /? L6 ; ',,.i P(IN) NOTES /n C) `i/' it (: Out A/ C, 1 • 1 SAN BERNARDINO COU NTY AREA -- AVERAGED MASS RAINFALL HYDROLOGY MANUAL PLOTTING SHEET • E -35 FIGURE E -II . . . 1 0 q W. VI V N- 0 I + ! } -; T : -I -: _, - j : -. . .- .. ..I I : ! r . . ! • . •- - • r t _ii - f = ' 1 : I - $ a :L_ - :,_- : : :. f_. t. .I. .11-.4-.-: ' = : i -,_ j • , _ .. 1 CO et . y .- - ++ • _ .. _ r 091 N • O . W •- ! -• -: -. • .. , ... -• -. .. -" . r `, J LL` .O • O X �� CO .._ •___i - a --;--i - __;.__:_.4. . , - H- : - - ..- _•... - - -• c!: -1. Cr- _ - - W f� � - 4 .. .� ..1 N Z O U. O — - ---- -� __ b .... O . o i 0 • , 0 V a • • a . :: . p .� Q. 1-. • W tn_ 1 :: r : •.. :. :_I. iJ W - : : : . _ , : . 4,4 . :... : _ . { . , _ _. i__ - . ■ L Ll W . • .1 N i ' i f • l 0 cy 0 0. GO r- W. h M (.1 -. p INFILTRATION RATE FOR PERVIOUS AREAS (Fp)- Inches /hour 1 INFILTRATIO A F R SAN BERNARDINO COUNTY N R ATE o 1 PERVIOUS AREAS VERSUS HYDROLOGY MANUAL RUNOFF INDEX NUMBERS V. i .-- _ 1 E66' = 8010UA 211ININ-0F • £66 = H0I3d.A 31FINIW-S :Se:10131:1d NOI1311Ind ndti-HinG NOIldlId1338d *CeIA133dS T# 13GOW HdU89060AH* SL*9 =(H3NI)11UANIU8 HrIOH- Aed aBLAIO3dS Se*2 = (H3NI)11UANIn 8110H-9 'And CALAI33dS OL°F, = (HONI)11d.ANIU8 'And C131J133dS LT = (H3NI)11dANIdd 8n0H-T 'And a3I,AID3d5 FT'T = (H3NI)11bANI(i H SeinNIW-01. Aed 031A133dS L =(HONI)77U.ANIU8 53111NIVI-S 'And 031.A133dS (013313S HdU89-S A377UA LEG" = (IUW1330)39U1N333d Bin SS01-1IOS MO1 SFS* = (8110H/HONI)3iU8 SSO1 Cef-6831UM wnwixtu SAO 000"0 = M01d3Sn HdUH9080AH T2 "2 = 3WII-9til AO 393IN23H3d 1t IINn s3I1Niw eloo = IINn HdtiHeOHUAH liNn amoH 6 = 31.411 edin 3SHfinnel?fdM • S2H0d 066'1.2g = U3HU Ca4SH9IUM ga0" = 3SH1100HIUM 9N01t HOiOdd NOII9IHd SeNINNIJW I iaad 00g'9IT = 2SH1103H3IUM 9N01U NOIldIHM NOLL:JAE1 11 iqad 000'0 = 010±N0 ni INIOd NOIldHIN:90NO3 WOHA HiSN?1 1 233 000°0g69 = 3SH110312IUM 11 *************************************************************************** **************************************************************************** 9e/E/F 'T30-01 92 Nf N1HNA * NOLLIaNO3 9NIISIX3 'HA 00T * 11 0 d3Hti itrIa?isnaNI HnA A00708CAH * ********************************************s NnilcIIH71qqa********** ) < ( < (< ( ( < < < < ( ( < < < < < < < < < < ( <<<<< < < < < < < < > >> > ) ) ) ) ) ) ) > > > ) ) ) > ) ) > ) ) ) > > ) ) ) ) ) ))) > 'DI 'NdW3Hezi litH ATIeToac3 11 • ■ 1 4 ^ ""u.` ,,`L,.".` "' .„ Na 3-HOUR FACTOR = .998 6-HOUR FACTOR = .998 I 24-HOUR FACTOR = .999 RUNOFF HYDROGRAPH LISTING LIMITS: I MOD�� TIME(HOURS) FOR BEGINNING OF RESULTS = 16 6)@ ^ MODEL TIME(HOURS) FOR END OF RESULTS = 24.00 <<{<<<:<<<<(<<((<(<((<<((<<{<<<<<<(<(()>>>>>>>>)>>>>>>>>>>>>>>>>>>}>>}}>>>>> 0� Advanced Engineering Software [AES] II REV. 1.5 SERIAL No. A0478A REV. 1. 5 RELEASE DATE: 4/20/83 <<<<((<<<<<<<< ~~ **************************************************************************** UNIT HYDROGRAPH DETERMINATION 1 INTERVAL "S" GRAPH UNIT HYDROGRAPH NUMBER MEAN VALUES ORDINATES(CFS) I 1 3.364 206.645 2 16.312 795.459 I 3 38. 195 1344427 4 58. 244 1231. 667 5 69.308 679.734 6 75.592 386.091 1 7 80. 052 273. 966 8 . 83.519 212.980 � � 9 86.346 173.701 �� 10 88. 556 135.748 �� 11 90.486 118.605 12 92.016 93.976 13 93.272 77.193 I 14 94. 332 65. 126 15 95.342 62.039 16 96.200 52.686 17 96. 915 43.960 m� 18 97.530 37.787 19 98.059 32.447 �� �� 20 98.559 30.718 21 99.059 30.718 22 99.559 30.718 23 100.000 27.115 I **************************************************************************** TOTAL SOIL-LOSS VOLUME(ACRE-FEET) = 184.5491 TOTAL STORM RUNOFF VOLUME(ACRE-FEET) = 185. 3969 1 �� II( 1 � 1 �� ' 1 0� m�� \ 1 1 1 1 1 I **************************************************************** * * * * ******** 2 4-HOUR STORM I R U N O F F R O G R A P H � **************************************************************************** � �� HYDROGRAPH IN FIVE-MINUTE INTERVALS(CFS) li TIME(HRS) VOLUME(AF) Q(CFS) 0. 250.0 500.0 750.0 1000.0 _ 16.083 93.2980 296.56 . .Q V ~ . il 16 16.167 97.5772 621.33 . . .V Q . . 250 104 1441 953 51 . . V . Q . . . . . 16.333 _110.8024 966.79 . . . V . Q . ' ii 16.417 16 500 . 115.6945 1 19. 2253 710.33 . . . . V Q . . . . 512. 67 . Q V . ~ 16 583 121 9951 402.]8 . . Q . V . . 16.667 124.3413 340.67 . . Q . V . . 16.750 126.4399 304.72 . . Q . V ~ . I 16.833 128. 3363 275.35 . .0 . V . . 16.917 130.0970 255.66 . Q . V . . I 17 17.000 131.7081 233.92 . Q. . V . ^ 083 1�3 1990 216. 49 . Q . . V . . ~ . 17.167 134.5923 202.31 . Q . . V. . 17.250 135.9245 193.44 . Q . . V. . 17.333 137.1836 182.82 . Q . . V. . I 17.417 138. 3735 172.77 . Q . . V. ^ ( 17.500 139.5052 164.32 . Q . . V . 17.583 140.5832 156.53 . Q . • V . / / 17.667 141. 6165 150. 04 . Q . . V ^ \ 17.750 142.6092 144.13 . Q . . V ^ 17.833 143.5647 138.74 . Q . . V ^ ^ I 17 917 144 4756 132 26 . Q . . . . . 18.000 145.2687 115.16 . Q . ^ .V ~ 18.083 146.0215 109.32 . Q . . .V . 18.167 146.7458 105.16 . Q . . .V ~ NI 18.250 147. 4499 102.23 . Q . . . V . i i A '� 2 ". 1 48'17g5 99.70 . 0 . ~ ^V ^ r ^ . `'. CPU '� '.`^ • L. . . . , . 18.500 149.4630 95.20 . Q . . . V . 18.583 150.16846 93.16 . Q . . . V . ^ I 18 6G7 150 �331 91 26 . Q . . ^ V . . . 18.750 151.3493 89.47 . Q . . . V ^ 18.833 151.9539 87.80 . 0 . . . V ^ 18.917 152.5478 86.23 . Q . . . V ^ lk 19.000 153.1314 84.74 . 0 . . . V . 19.083 153.7082 83.75 . 0 . . . V . 19.167 154.2867 84.00 . 0 . . . V . I 19.250 154.8748 85.39 . Q . . . � 19.333 155.4714 86.62 . 0 . . . V . 19.417 156.0693 86.82 . 0 . . . V ~ . 0� 19.500 156 6653 86 54 . 0 . . . V �� . . 19.583 157.2581 86.07 . 0 . . . V . 19.667 157.8471 85.53 . 0 . . . V . 19.750 158.4321 84.94 . 0 . . . V . II 19.833 159.0128 84.32 . 0 . . . V . 19.917 159.5892 83.69 . 0 . . . V . 20.000 160.1611 83.05 . 0 . . . V . I 20. 083 160. 7285 82. 40 . Q . . . V 20.167 161.2915 81.75 . 0 . . . V . 20~250 161.8502 81.12 . 0 . . . V . 20.333 162.4046 80.50 . 0 . . . V . I 20.417 162.9548 79.89 . 0 . . . V . 20.500 163. 5008 79.28 . 0 . . . V . 20.583 164.0427 78.68 . 0 . . . V . 1 20.667 164. 5805 78.10 . 0 . . . V . 20.750 165.1145 77.53 . 0 . . . V . 20.833 165.6447 76.99 . 0 . . . V ^ . I 20 917 166 1712 76 45 . Q . . . V . . . 21.000 166.6938 75.87 . 0 . . . V • 21.083 167.2125 75.31 . 0 . . . V . ` 21.167 167.7274 74.77 . 0 . . . V . NI 21.250 168.2387 74.23 . 0 . . . V . 21.333 168.7464 73.71 . 0 . . . V . 21.417 169.2505 73.21 . 0 . . . V ^ 1� 21.500 169. 7513 72.71 . 0 . . . V . - 21.583 170.2487 72.23 . 0 . . . V ^ 21.667 170.7429 71.75 . 0 . . . V . li . 21 �r56� 171 . 2339 71. 29 . Q . . . V . 21 833 171 7218 70 84 0 . ~ . V . . . ~ . 21.917 172. 2066 70.40 . 0 . . . V . 22.000 172.6885 69.97 . 0 . . . V ^ I 22.083 173. 1674 69.54 . 0 . . . V ^ \ 22.167 173.6435 69.13 . 0 . . . V . 22.250 174.1168 68.72 . 0 . . . V . I 22.333 1 74.5873 68.3� . Q . . . V | 22.417 175.0552 67.93 . Q . . . y . 22.500 175.5204 67.55 . 0 . . . V . 22.583 175.9830 67.17 . 0 . . . V ~ �m� 22.667 176. 4431 66.80 . 0 . . . V ^ ! 22.750 176.9007 66.44 . 0 . . . V . 22.833 177.3558 66.09 . 0 . . . V . a V . 22.91� 1�7.8086 65.74 . Q . . . i V � 23.000 178.2590 65.40 . 0 . . . . 23.083 178.7071 65.06 . 0 . . . V . I / . 23 166 17'9. 1529 64.73 . Q . . . V � ~ 250 1�79 5965 64 4l 0 V � 23 ~ . . . . . . . 23.333 180.0379 64.09 . 0 . . . V . I 23.416 18�.4771 63.77 . Q . . . V V. 23 500 18�. 9142 63. 47 . Q . . . ^ 23.583 181.3492 63.16 . 0 . . . Y. 23.666 181.7822 62.87 . Q . . . V. I 23.750 182.2131 62.58 . 0 . . . V. i b,1. 1Gb'71 Gc:. WL6 W. V 24.000 183.4942 61.72 . U V. 1 1 Li r 1 a .. ~ **************************************************************************** UNIT-HYDROGRAPH ANALYSIS ** ************************************************************************** ~~ <<<<<<<<<<<<<((<<<<<<<(<(<(<< (C) Coovrioht 1983 Advanced Engineering Software LAES] ' . 0� Especially preoared for: HALL & FOREMAN, INC. < < < < < < < < < < < < << < <<< < < < <<< < < < < < < << (< << <<>>>>> >> > > >> >>>>>> > > >>> >> >> >>>> >> >}>>> > **********DESCRIPTION OF RESULTS******************************************** * HYDROLOGY FOR INDUSTRIAL AREA TEMP.DETENTION * � * � * Q 100 YR . PROPOSED CONDITION * VENKI.N. JN 3810-05. 2/3/88 * . ' ' **************************************************************************** **************************************************************************** N� WATERCOURSE LENGTH = 6950.000 FEET LENGTH FROM CONCENTRATION POINT TO CENTROID = 3740.000 FEET ELEVATION VARIATION ALONG WATERCOURSE = 115.0�90 FEET MANNINGS FRICTION FACTOR ALONG WATERCOURSE = .015 |� WATERSHED AREA = 507.990 ACRES � WATERCOURSE "LAG" TIME = .150 HOURS � UNIT HYDROGRAPH TIME UNIT = 5.000 MINUTES N� UNIT INTERVAL PERCENTAGE OF LAG-TIME = 55.561 HYDROGRAPH BASEFLOW = 0.000 CFS MAXIMUM WATERSHED LOSS RATE(INCH/HOUR) = .014 I LOW SOIL-LOSS RATE PERCENTAGE(DECIMAL) = .064 VALLEY S-GRAPH SELECTED SPECIFIED PEAK 5-MINUTES RAINFALL(INCH)= .57 SPECIFIED PEAK 30-MINUTES RAINFALL(INCH) = 1.12 SPECIFIED PEAK 1-HOUR RAINFALL(INCH) = 1.47 SPECIFIED PEAK 3-HOUR RAINFALL(INCH) = 2.70 SPECIFIED PEAK 6-HOUR RAINFALL(INCH) = 3.85 SPECIFIED PEAK 24-HOUR RAINFALL(INCH)= 8.75 *HYDROGRAPH MODEL #1 SPECIFIED* PRECIPITATION DEPTH-AREA REDUCTION FACTORS: 5-MINUTE FACTOR = .993 ~~ 30-MINUTE FACTOR = .993 1-HOUR FACTOR = .996 3-HOUR FACTOR = .998 6-HOUR FACTOR = .998 24-HOUR FACTOR = .999 II( RUNOFF HYDRO8RAPH LISTING LIMITS: MODEL TIME(HOURS) FOR BEGINNING OF RESULTS = 16.00 MODEL TIME(HOURS) FOR END OF RESULTS = 24.00 0� << <<{<<<<< < ( < < <<< << << << << << < << < < < < < < <<> > >}> > > >>>> }} > >> > } >>> > > >> > > > > > } }>>> > > Advanced Engineering Software [AES] N� SERIAL No. A0478A i ~~ REV. 1.5 RELEASE DATE: 4/20/83 ~ * <<<<<<<<(<<<<<<<<<<<<<(<<<<<<<(<<<<<<0>>}>>>>>>>>>>>)>>>>>)>)>>>>>>) )>>>>>> I **************************************************************************** UNIT HYDROGRAPH DETERMINATION �� � �� INTERVAL "S" GRAPH UNIT HYDROGRAPH Y NUMBER MEAN VALUES ORDINATES(CFS) 1 7.244 445.028 1 2 37.932 1885.332 3 65.812 1712.809 I 4 77.052 690.528 5 83. 425 39i.524 6 87.789 268.109 7 90.957 194.619 I 8 93.227 139.432 9 94.973 107.274 �� 10 96.415 88.622 11 97.500 66.648 ^� 12 98.338 51.488 13 98.948 37.438 14 99.448 30.718 il 15 99. 948 3@. 718 16 100.000 3.218 I TOTAL SOIL-LOSS VOLUME(ACRE-FEET) = 14.1186 TOTAL STORM RUNOFF VOLUME(ACRE-FEET) = 355.7392 ^ II ( ii �� �� ill il �� �� il I / � 1 �� 1 \ , '_ ~ **************************************************************************** �� 2 4 -HOUR STORM RUNOFF HYDROGRAPH **************************************************************************** HYDROGRAPH IN FIVE-MINUTE INTERVALS(CFS) TIME(HRS) VOLUME(W) Q(CFS) 0. 375.0 750.0 1125.0 1500.0 �� n� 16.083 196.8680 678.27 . . Q . V . . 16.167 206.7554 1435.64 . . . V . 0 . _��.250 217 490.66 . . . V . Q. il 16.333 224 1910 1040.99 . ' . . V Q . . 16.417 229.7076 801.02 . . .0 V . . 16.500 234.1861 650.28 . . 0 . V . . �� 16.583 238.0072 554.82 . . 0 . V . . �� 16.667 241.4580 501.06 . . 0 . V . . 16.750 244.6799 467.82 . . 0 . V . . 0� 16.833 247.6904 437.12 . .0 . V . . �� �� 16.917 250.4914 406.70 . 0 . V . . 17.000 253.1154 381.01 . 0 . V . . 17.083 255.5784 357.63 . Q. . V . . 01 17.1E7 257. 9143 339.18 . Q. . V. . 17.250 260.1541 325.22 . 0 . . V. . 17.333 262.2229 300.39 . 0 . . V. . ii 17.417 264.l942 286.23 . Q . . V. . 17.500 266.09z9 275.55 . 0 . . V. . � � 17.583 267.9191 265.30 . Q . . V . 17.667 269.6513 251.52 . 0 . . V . NI 17.750 271.2985 239.16 . 0 . . V . 17.833 272.8853 230.41 . 0 . . V ^ 17.917 274.4219 223.12 . 0 . . V . ii 18.000 275.9143 216.69 . Q . . .V . 18.083 277.3667 210.89 . 0 . . ~V ~ 18.167 278.7830 205.64 . Q . . .V . It 18.250 280.1660 200.81 . 0 . . .V . 18.333 281.5180 196.32 . 0 . . .V . 18.417 282.8414 192.16 . Q . . .V . 18.500 284.1381 188.27 . Q . . .V . i; 18.583 285.4097 184.64 . Q . . . V ^ 18.667 286.6577 181.21 . Q . . . V ^ 18.750 287.8833 177.96 . Q . . . V . il 18.833 289.@882 174.95 . Q . . . V . 18.917 290.2735 172.10 . Q . . . V ~ 19.000 291.4401 169.39 . 0 . . . V . il 19.083 292.6019 168.69 . Q . . V . . 19.167 293.8021 174.28 . 0 . . . V . 19.250 295.0366 179.24 . 0 . . . V . 19.333 296.2759 179.95 . 0 . . . V . il 19.417 297.5121 179.49 . 0 . . . V . 19.500 298.7420 178.58 . 0 . . . V . 19.583 299.9640 177.43 . 0 . . . V . ��/ 19.667 301.1769 176.12 . 0 . . . V . m�� 19.750 302.3805 174.75 . 0 . . . V . 19.833 303.5744 173.35 . 0 . . . V . 19.917 304.7584 171.92 . 0 . . . V ^ I 20.000 305.9326 170.49 . 0 . ^ . V ^ 20.083 307.0967 169.03 . 0 . . . V . 20.167 308.2510 167.61 . 0 . . . V . ii 20.250 309.3959 166.24 . 0 . . . V . 20.333 310.5308 164.79 . 0 . . . V . s , 1 ?-/aeg 2ftem44t, ate. CIVIL ENGINEERING • LAND PLANNING • LAND SURVEYING SUBJECT 1 BY 1 DATE 110B NO. I SHEET OF Summav'j FOY R-z;Af vx, Co nciAlior 01 o teol = 966- 79 Ct . �' or � Cono(i hi or 0 100 peak = /490 - 66 c. f A Ye-' Unollr v = 507- 99 A-c. Ra } pc, c / run - o c�Yt.a Q d mapped. co rd; cn = 2- 934 a Fs/ Q Exi,Qt CoM I ' t ay, _ 1- 9 cr.' /Ac Q Rdd.; t o nat 4'6 w = I. 03 C rs (AC Ada - F; o nd A vac r �µ e,; v ce w l kx r^ 1.a ,,,. Co nd) • or cirt ltv add i h c-n t 11. w 1.031 1-903 1 54)8 0 -54 3170 REDHILL AVENUE • COSTAMESA, CALIFORNIA 92626 -3428 • (714) 641 -8777 1 I, fili hiezer g 26leeigait, 1 _ CIVIL ENGINEERING • LAND PLANNING • LAND SURVEYING 1 SUBJECT BV GATE . SHEET OF IN.DUSQ ►AL AREA, TEMP Dc1NTloi, VENt1 N. I JIO�NO l 2 s.. VOILA 7 1 . 1..e. �.Q /ACV le 3. 4 q _ D -361 A,. rtyA SO7 -9 A Yea 2 Sub . Av.c,z - 9- 2 c A-, VO,A Nu v c.Q a rtrl to ,4 Fnv L = 0- 36 I v 5.20 v 4 3- S6 0 144, 67/•5- • 1 Pv0u1'd.d V iunu CO e3. S'r. /4 "7,23> • ft' l c g.o ►„I71. F,. .., ba.ard . 84. SS' q q 3 pvc : 1274. 2 s 1 i r ° h ■ 83 -ss- 7 • 2s-- ?� 4 l8 __ Q c 0. 6x A x . A I = = O- 6 0 -0491 A J q 2 0 -A• 18 » -483 CTS Ofj.et . d.i4 cl avlr av cite Ac z O- 4€'3A.,..: b • OS 2 s Ad ot: I ► cr cam( GY c.4 ViG. (vs4 40, 1 GLN Ci.•v ,. r AC R I — 0.0S2S 1- 903 O - 0 272 Ac 1 AVE . II 2 Ste. A v tic 6.34. A c Voturf,' vin„ vtal tea 4 f ivt a 0. 36/ x 6- 24 s %4; V = 49 61-e C44.44- ( V I. w0 .vl eL e 1 e g 6- 4r : 101, S'17 CAA • fl'' r°fr et 8.v... w.. it ¢vat ba•vel : 4 4i- ■ 1 3170 REDHILL AVENUE • COSTAMESA, CALIFORNIA 92626 -3428 • (714) 641 -8777 1 ate. 1 _ CIVIL ENGINEERING • LAND PLANNING • LAND SURVEYING SUBJECT lay 1 DATE I JOB NO. 1 SHEET 3 OF 1 c2 3'' PVC _ 1.264.0 h.: l ?dy•o - 3 r 8b• 4i .� - 2 - Q - 0.6 A.- \ 2 g h = 0 -6k 0.0491'.J ' 41 1-33 0 .361 CC'S Cul ick catscAcic Iry n Ac = 0-36y6. : D -OS6S cJ=S I'dA' l 4 e,^0.1 A v . a V e : r444 1w f� 1 cba c.As 1, 1,...., * A r O. 0F69 _ 0. 0293 Ac I. 9. 3 1 Ave.,* 3 Stab- avc., ,. 12- 93 Ac V L.ArrLe rt4rcol A 4-dye : 0. 361 x 12 -3 '< A3, Ito 203,32.6 Ac PP O 4,1' cor 11,11.1.4 to 47./0 = 21t 3 21- At E t il MA "6 B:ri. c)i / Fvac Got pz 98. `t 3'' Pvt /292 - 7s h - ►2 - 1292. 7 i - — 4 4•23 0 = 0 .6a AA J 2g h 1,,t 1,,t o- 049tA Jig A4 -23 f : D. 4e6 CF.& CUA ckavg< 4try am Ac _ d- 41ttAl.9 3 _ 0• . 0376 t4 Adot bola Avea- k elithi Y101 404 ke d.i4 th4vgr icy • At C _ o- 0376 - O- 0 196 1 I. 903 3170 REDHILL AVENUE • COSTAMESA, CALIFORNIA 92626 -3428 • (714) 641 -8777 atl hie (7610,400,44, ate. CIVIL ENGINEERING • LAND PLANNING • LAND SURVEYING SUBJECT 1 BY 1 DATE 1 JOB NO 1 SHEET 4 OF r /i h LI A J G'cv -r A cc. .'o i p- 0272 ' 9 -Zo 4 0- 0299 6 -34 + o• 01976 x • 53 28 47 = O - 0.2442 To fa/ (Is end A e to vex o - 0. s42 f 0-014 0'5 ot ta..l dtafeto% / and 7Tacct LICA. 38•S° Ac Paz C f _ x 0- S6 6 cam �( A 4-4Z - c p n or _ 3 8 • SO 21.79* P ao 4 ,44.4_,1 At. ,J:.t G v4' „ 6.4 7 Ae. 6 714 641 -8777 3170 REDHILL AVENUE • COSTA MESA, CALIFORNIA 92626-3428 • r 1- t, We g 26/0,004, ate. 1 I( MEM CIVIL ENGINEERING • LAND PLANNING • LAND SURVEYING 1 DATE 108 NO SHEET OF SUBJECT I BY � I f: II ** AREA 1 BASED ON EXISTING CONTOUR 1 ELEVATION AREA (SF) VOLUME (CY) TOT:iL VOLUME (CY) 79.00 1,257.45 80.00 8,573.81 182.06 182.06 il 81.00 20,568.29 539.67 721.73 82.00 40,910.77 1,138.50 1,860.23 83.00 65,053.52 1,962.30 3,822.53 II 84.00 95,030.89 2,964.53 6,787.06 85.00 127,057.83 4,112.75 10,899.81 86.00 161,661.25 5,346.65 16,246.46 I 87.00 198,337.83 6,666.65 22,913.11 88.00 234,445.61 8,014.51 30,927.62 89.00 266,208.59 9,271.37 40,198.39 ! II AREA TOTAL = 40,198.99 CY ** AREA 2 ELEVATION AREA ',SF) VOLUME (CY) TOTAL VOLUME (CY) 84.00 5,891.14 85.00 32,399.76 709.09 709.09 86.00 62,039.02 1,748.87 2,457.96 87.00 94,354.80 2,896.18 5,354.14 88.00 125,479.02 4,071.00 9,425.14 89.00 154,236.37 5,179.91 14,605.05 ii AREA TOTAL = 14,605.05 CY ii ** AREA 3 ELEVATION AREA (SF) VOLUME (CY) TOTAL VOLUME (CY) il 93.00 2,536.22 94.00 16,047.66 344.15 344.15 il 95.00 41,248.16 1,061.03 1,405.18 96.00 76,077.60 2,172.70 3,577.88 97.00 122,724.78 3,681.53 7,259.40 98.00 183,640.00 5,673.42 12,932.83 11 ( 99.00 254,672.06 8,116.89 21,049.72 AREA TOTAL = 21,049.72 CY•_ II I II 3170 REOHILL AVENUE • COSTA MESA. CALIFORNIA 92626 -3428 • (714) 641-8777 20.500 312.7715 161.99 . Q . . . V . 20.583 313.8779 160.64 . Q . . . V . . I 20 667 314 9752 159.33 . Q . . . V . . 2Q.752 316.0638 158.06 . 0 . . . V . 20.833 317.1438 156.82 . Q . . . V . 20.917 318.2155 155.61 . 0 . . . V . N�� � 21 . G00 319 . 2792 154.44 . 0 . . . V . ~~ 21.083 320.3349 153.29 . 0 . . . V . I 21.167 . 31.3828 . 15.17 . . Q . ' . V 21 250 322 4233 151 07 . Q . . . V . 21.333 323.4564 150.00 . 0 . . . V . 21.417 324.4822 148.96 . 0 . . . V . 21...,00 325.5011 147.94 . 0 . . . V , i 21. 583 326. 5131 146.94 . Q . ' . v . 21.667 327.5184 145.97 . 0 . . . V . 21.750 328.5171 145.01 . 0 . . . V . I 21.833 329. 5093 144.07 . 0 . . . V . 21.917 330.4953 143.16 . 0 . . . V . I 22.0�0 . 331.4751 142.27 . Q . . . . V 22 083 332 4488 141 39 . 0 . . . V . 22.167 333.4166 140.53 . 0 . . . V . 22.250 334.3787 139.69 . Q . . . V . 22.333 335.3350 138.85 . Q . . . V . II 22.417 336. 2857 138.04 . 0 . . . V . 22.500 337.2309 137.25 . 0 . . . V . 22.583 . 338.1708 . 136.47 . Q . . . V . 22 667 339 1054 135.71 . 0 . . . V . �� 22.750 340.0349 134.95 . 0 . . . V . I 22.833 340.9592 . 134.21 . Q . . . V 917 341 8785 133. 48 . Q . , . V 23.000 342.7929 132.77 . 0 . . . V . 23.083 343.7025 132.08 . 0 . . . V . 23.166 344.6074 131.39 . 0 . . . V . t 23.250 345.5076 136;.71 . Q . . . V . 23.333 346.4032 130.04 . 0 . . . V . 23.416 347.2942 129.38 . Q . . . V. ili23.500 348. 1809 128.74 . Q . . . V. 23.583 349.0632 1E8.11 . Q . . ~ V. 23.666 349.9412 127.49 . Q . . . V. 23.750 350.8150 126.88 . Q . . . V. W] 23.833 351.6847 126.27 . 0 . . . V. 23.916 352.5502 125.68 . 0 . ~ . V. 24.000 353.4117 125.08 . 0 . . . V. E **************************************************************************** 1 1 1 0�� ��� 1 1