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CT 2024-0001; TYLER STREET HOMES; PRELIMINARY HYDROLOGY STUDY; 2024-08-01
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PDWHULDO7KHVHVRLOVKDYHDYHU\VORZUDWHRIZDWHUWUDQVPLVVLRQ ,IDVRLOLVDVVLJQHGWRDGXDOK\GURORJLFJURXS $'%'RU&' WKHILUVWOHWWHULV IRUGUDLQHGDUHDVDQGWKHVHFRQGLVIRUXQGUDLQHGDUHDV2QO\WKHVRLOVWKDWLQ WKHLUQDWXUDOFRQGLWLRQDUHLQJURXS'DUHDVVLJQHGWRGXDOFODVVHV 5DWLQJ2SWLRQV $JJUHJDWLRQ0HWKRG 'RPLQDQW&RQGLWLRQ +\GURORJLF6RLO*URXS²6DQ'LHJR&RXQW\$UHD&DOLIRUQLD 1DWXUDO5HVRXUFHV &RQVHUYDWLRQ6HUYLFH :HE6RLO6XUYH\ 1DWLRQDO&RRSHUDWLYH6RLO6XUYH\ 3DJHRIUSDA ,., &RPSRQHQW3HUFHQW&XWRII 1RQH6SHFLILHG 7LHEUHDN5XOH +LJKHU +\GURORJLF6RLO*URXS²6DQ'LHJR&RXQW\$UHD&DOLIRUQLD 1DWXUDO5HVRXUFHV &RQVHUYDWLRQ6HUYLFH :HE6RLO6XUYH\ 1DWLRQDO&RRSHUDWLYH6RLO6XUYH\ 3DJHRI~ SITE rJ j 2 SITE 100 2.5 4.5 4.94 7.82 55.5 N/A PRE-DEVELOPMENT 10.0 9.0 8.0 7.0 :5 0 .c en Q) .c 6.0 5.0 4.0 3.0 2.0 _s 10 ;:09 ~08 ~07 0.6 0.5 0.4 0.3 0.2 ' .... , ' ' - .... ' ,, ' ...... ' r-... ......... ..... ...... ..... r-.. , ..... ... ..... • r-.. ..... ..... ' ..... "r-.. ...... ... ,..._ "r-.. 0.1, . . . ' ' , ... ...., ...... , ... ~ ...... ~ ...... .... ,, ·, "' .... .. .. ' .. .... ... ...... ... , .. .. ~ ~ .... ... .. ~~ ' .. .... "'· 'r-• ~ ' ' ~ .... 'i. r-,. .. ~~ .... .... r-, • ~ ' .. , r-1°' ~~ ', ~ .. .... ... , ..... ~ r-..._ ' ..... .... ~ .. , ..... .. ~ ' , .... .... '• ", ~~ ~ .... .... r-, .. ~~ 5 6 78910 15 20 30 Minutes • • ~. ·~ ~ .. ~ . ·~ ~~ ~ ~-~ ~ ·~ ~. ~ ·~ ~. ~ ~ ·~~ ~ 40 50 Duration EQUATION I = 7.44 P6 D-0.645 I = Intensity (in/hr) p6 = 6-Hour Precipitation (in) D = Duration (min) r-.. r-.. ... r-.. ..... i-.' r-.. ...... ~' "' .. ' .. ~"'• r-.. ' .... "'r-. • ~ ~ .... ·~ .. .. ~~ •, I°' ·~ ~ .... .. , • r-.. ~~ ·~ r-.. . ' "' .. ..... I"',. .... ~ r-.. ... .. ..... ~ .... ~. ~ ~ .... "' ·~ .. "'• ' I" •r-, ·~ r-.. r-.. ~ .... ·~ 2 3 4 Hours ~ ~~ ~~ ~ ~ ~~ ~ ~~ 5 6 en :'.c 0 !:; -cl ro n 6.0 -§: 5.5 ~ 5.o ~r 4.5 '§' n 4.0 ~ 3.5 !!'., 3.0 2.5 2.0 1.5 1.0 Intensity-Duration Design Chart -Template Directions for Application: (1) From precipitation maps determine 6 hr and 24 hr amounts for the selected frequency. These maps are included in the County Hydrology Manual (10, 50, and 100 yr maps included in the Design and Procedure Manual). (2) Adjust 6 hr precipitation (if necessary) so that it is within the range of 45% to 65% of the 24 hr precipitation (not applicaple to Desert). (3) Plot 6 hr precipitation on the right side of the chart. (4) Draw a line through the point parallel to the plotted lines. (5) This line is the intensity-duration curve for the location being analyzed. Application Form: (a) Selected frequency ___ year p (b) Ps = __ in., P24 = --'P 6 = %(2) 24 (c) Adjusted P6<2l = ___ in. (d) tx = ___ min. (e) I= __ in./hr. Note: This chart replaces the Intensity-Duration-Frequency curves used since 1965. I 4 r 4.5 i 5 I -~ ~h 1i~5 2 r 2i45: 3 3.5 5.5 Duration I I I I I I I I I I I 5 2.63 3.95 5.27 6.~.!l0 1_9.2~ 10.54 11.86 13.17 14.49 15.81 7 2.12 3.18 4.24 5.30 6.36tt7.42 8.48-9.54 10.60 11-:W 12.72 10 1.68 2.53 -3.37 4.21 5.05 5.90 "if74--7.58 8.42--9.27 10.11 -15 1.30 1.95 2.59 3.24 3.89 4.54 5.19_ ,_s.84 6.49 7.13 7.78 -20 1.08 1.62 2.15 2.69 3.23 3.77 4.31 4.85 5.39 5.93 6.46 25 0.93 1.40 1.87 ,_2-:-33 2.8~3_.2r 3.73 4.20 4.67 5.13 5.60 30 0.83 1.24 1.66 2.07 2.49 2.90 3~ 3.73-4.15 4.56 4.98 --40 0.69 1.03 J"-38 1.72 2.01 ·2:;iT 2.76 3.10--3A5 3.79 4.13 --50 -0.60 ,_:1.49].79 2.0.Q. 2.69 . _2.98 • 3.28 >-. 0.90 t-1. !_Q_ 2.39 3.58 -60 0.80 ---~ ~ 0.53 1.06 1,33 1.59 1.86 2.12 2.39 2.65 2.92 3.18 90 0.41 0 .61 0.82 1.02 1.23 1.43 1.63 1.84 2.04 2.25 2.45 120 0.34 0.51 Q68 ~0.85-1.02 1 .19 1.36 1"]3 _1.70 1.87 2]4 --150 1----0.29 0.44 0.59 0.73 0.88 1.03 1.18 1.32 1.47 1.62 1.76 180 0.26 0.39 0.52 0,65 0.78 0.91 1.04 r-1~18 1.31 1.44 1.57 ~ 0.22-0°"33 0.43 o.sf 0.65 0.76 0.87_ 0.98 1.08 1.19 1.30 300 0.19 0.28 0.38 0.47 0.56 0.66 0.75 0.85 0.94 1.03 1.13 --360 0.17 0.25 0.33 0.42 0.50 0.58 0.67 --0.92 1.00 0.75 0.84 IF ·~-UlR El 100 2.5 4.5 6.59 5.0 55.5 N/A POST-DEVELOPMENT 10.0 9.0 8.0 7.0 :5 0 .c en Q) .c 6.0 5.0 4.0 3.0 2.0 _s 10 ;:09 ~08 ~07 0.6 0.5 0.4 0.3 0.2 ' .... , ' ' - .... ' ,, ' ...... ' r-... ......... ..... ...... ..... r-.. , ..... ... ..... • r-.. ..... ..... ' ..... "r-.. ...... ... ,..._ "r-.. 0.1, . . . ' ' , ... ...., ...... , ... ~ ...... ~ ...... .... ,, ·, "' .... .. .. ' .. .... ... ...... ... , .. .. ~ ~ .... ... .. ~~ ' .. .... "'· 'r-• ~ ' ' ~ .... 'i. r-,. .. ~~ .... .... r-, • ~ ' .. , r-1°' ~~ ', ~ .. .... ... , ..... ~ r-..._ ' ..... .... ~ .. , ..... .. ~ ' , .... .... '• ", ~~ ~ .... .... r-, .. ~~ 5 6 78910 15 20 30 Minutes • • ~. ·~ ~ .. ~ . ·~ ~~ ~ ~-~ ~ ·~ ~. ~ ·~ ~. ~ ~ ·~~ ~ 40 50 Duration EQUATION I = 7.44 P6 D-0.645 I = Intensity (in/hr) p6 = 6-Hour Precipitation (in) D = Duration (min) r-.. r-.. ... r-.. ..... i-.' r-.. ...... ~' "' .. ' .. ~"'• r-.. ' .... "'r-. • ~ ~ .... ·~ .. .. ~~ •, I°' ·~ ~ .... .. , • r-.. ~~ ·~ r-.. . ' "' .. ..... I"',. .... ~ r-.. ... .. ..... ~ .... ~. ~ ~ .... "' ·~ .. "'• ' I" •r-, ·~ r-.. r-.. ~ .... ·~ 2 3 4 Hours ~ ~~ ~~ ~ ~ ~~ ~ ~~ 5 6 en :'.c 0 !:; -cl ro n 6.0 -§: 5.5 ~ 5.o ~r 4.5 '§' n 4.0 ~ 3.5 !!'., 3.0 2.5 2.0 1.5 1.0 Intensity-Duration Design Chart -Template Directions for Application: (1) From precipitation maps determine 6 hr and 24 hr amounts for the selected frequency. These maps are included in the County Hydrology Manual (10, 50, and 100 yr maps included in the Design and Procedure Manual). (2) Adjust 6 hr precipitation (if necessary) so that it is within the range of 45% to 65% of the 24 hr precipitation (not applicaple to Desert). (3) Plot 6 hr precipitation on the right side of the chart. (4) Draw a line through the point parallel to the plotted lines. (5) This line is the intensity-duration curve for the location being analyzed. Application Form: (a) Selected frequency ___ year p (b) Ps = __ in., P24 = --'P 6 = %(2) 24 (c) Adjusted P6<2l = ___ in. (d) tx = ___ min. (e) I= __ in./hr. Note: This chart replaces the Intensity-Duration-Frequency curves used since 1965. I 4 r 4.5 i 5 I -~ ~h 1i~5 2 r 2i45: 3 3.5 5.5 Duration I I I I I I I I I I I 5 2.63 3.95 5.27 6.~.!l0 1_9.2~ 10.54 11.86 13.17 14.49 15.81 7 2.12 3.18 4.24 5.30 6.36tt7.42 8.48-9.54 10.60 11-:W 12.72 10 1.68 2.53 -3.37 4.21 5.05 5.90 "if74--7.58 8.42--9.27 10.11 -15 1.30 1.95 2.59 3.24 3.89 4.54 5.19_ ,_s.84 6.49 7.13 7.78 -20 1.08 1.62 2.15 2.69 3.23 3.77 4.31 4.85 5.39 5.93 6.46 25 0.93 1.40 1.87 ,_2-:-33 2.8~3_.2r 3.73 4.20 4.67 5.13 5.60 30 0.83 1.24 1.66 2.07 2.49 2.90 3~ 3.73-4.15 4.56 4.98 --40 0.69 1.03 J"-38 1.72 2.01 ·2:;iT 2.76 3.10--3A5 3.79 4.13 --50 -0.60 ,_:1.49].79 2.0.Q. 2.69 . _2.98 • 3.28 >-. 0.90 t-1. !_Q_ 2.39 3.58 -60 0.80 ---~ ~ 0.53 1.06 1,33 1.59 1.86 2.12 2.39 2.65 2.92 3.18 90 0.41 0 .61 0.82 1.02 1.23 1.43 1.63 1.84 2.04 2.25 2.45 120 0.34 0.51 Q68 ~0.85-1.02 1 .19 1.36 1"]3 _1.70 1.87 2]4 --150 1----0.29 0.44 0.59 0.73 0.88 1.03 1.18 1.32 1.47 1.62 1.76 180 0.26 0.39 0.52 0,65 0.78 0.91 1.04 r-1~18 1.31 1.44 1.57 ~ 0.22-0°"33 0.43 o.sf 0.65 0.76 0.87_ 0.98 1.08 1.19 1.30 300 0.19 0.28 0.38 0.47 0.56 0.66 0.75 0.85 0.94 1.03 1.13 --360 0.17 0.25 0.33 0.42 0.50 0.58 0.67 --0.92 1.00 0.75 0.84 IF ·~-UlR El San Diego County Hydrology Manual Section: 3 Date: June 2003 Page: 6 of 26 Table 3-1 RUNOFF COEFFICIENTS FOR URBAN AREAS Land Use Runoff Coefficient “C” Soil Type NRCS Elements County Elements % IMPER. A B C D Undisturbed Natural Terrain (Natural) Permanent Open Space 0* 0.20 0.25 0.30 0.35 Low Density Residential (LDR) Residential, 1.0 DU/A or less 10 0.27 0.32 0.36 0.41 Low Density Residential (LDR) Residential, 2.0 DU/A or less 20 0.34 0.38 0.42 0.46 Low Density Residential (LDR) Residential, 2.9 DU/A or less 25 0.38 0.41 0.45 0.49 Medium Density Residential (MDR) Residential, 4.3 DU/A or less 30 0.41 0.45 0.48 0.52 Medium Density Residential (MDR) Residential, 7.3 DU/A or less 40 0.48 0.51 0.54 0.57 Medium Density Residential (MDR) Residential, 10.9 DU/A or less 45 0.52 0.54 0.57 0.60 Medium Density Residential (MDR) Residential, 14.5 DU/A or less 50 0.55 0.58 0.60 0.63 High Density Residential (HDR) Residential, 24.0 DU/A or less 65 0.66 0.67 0.69 0.71 High Density Residential (HDR) Residential, 43.0 DU/A or less 80 0.76 0.77 0.78 0.79 Commercial/Industrial (N. Com) Neighborhood Commercial 80 0.76 0.77 0.78 0.79 Commercial/Industrial (G. Com) General Commercial 85 0.80 0.80 0.81 0.82 Commercial/Industrial (O.P. Com) Office Professional/Commercial 90 0.83 0.84 0.84 0.85 Commercial/Industrial (Limited I.) Limited Industrial 90 0.83 0.84 0.84 0.85 Commercial/Industrial (General I.) General Industrial 95 0.87 0.87 0.87 0.87 *The values associated with 0% impervious may be used for direct calculation of the runoff coefficient as described in Section 3.1.2 (representing the pervious runoff coefficient, Cp, for the soil type), or for areas that will remain undisturbed in perpetuity. Justification must be given that the area will remain natural forever (e.g., the area is located in Cleveland National Forest). DU/A = dwelling units per acre NRCS = National Resources Conservation Service 3-6 D San Diego County Hydrology Manual Section: 3 Date: June 2003 Page: 12 of 26 Note that the Initial Time of Concentration should be reflective of the general land-use at the upstream end of a drainage basin. A single lot with an area of two or less acres does not have a significant effect where the drainage basin area is 20 to 600 acres. Table 3-2 provides limits of the length (Maximum Length (LM)) of sheet flow to be used in hydrology studies. Initial Ti values based on average C values for the Land Use Element are also included. These values can be used in planning and design applications as described below. Exceptions may be approved by the “Regulating Agency” when submitted with a detailed study. Table 3-2 MAXIMUM OVERLAND FLOW LENGTH (LM) & INITIAL TIME OF CONCENTRATION (Ti) .5% 1% 2% 3% 5% 10% Element* DU/ Acre LM Ti LM Ti LM Ti LM Ti LM Ti LM Ti Natural 50 13.2 70 12.5 85 10.9 100 10.3 100 8.7 100 6.9 LDR 1 50 12.2 70 11.5 85 10.0 100 9.5 100 8.0 100 6.4 LDR 2 50 11.3 70 10.5 85 9.2 100 8.8 100 7.4 100 5.8 LDR 2.9 50 10.7 70 10.0 85 8.8 95 8.1 100 7.0 100 5.6 MDR 4.3 50 10.2 70 9.6 80 8.1 95 7.8 100 6.7 100 5.3 MDR 7.3 50 9.2 65 8.4 80 7.4 95 7.0 100 6.0 100 4.8 MDR 10.9 50 8.7 65 7.9 80 6.9 90 6.4 100 5.7 100 4.5 MDR 14.5 50 8.2 65 7.4 80 6.5 90 6.0 100 5.4 100 4.3 HDR 24 50 6.7 65 6.1 75 5.1 90 4.9 95 4.3 100 3.5 HDR 43 50 5.3 65 4.7 75 4.0 85 3.8 95 3.4 100 2.7 N. Com 50 5.3 60 4.5 75 4.0 85 3.8 95 3.4 100 2.7 G. Com 50 4.7 60 4.1 75 3.6 85 3.4 90 2.9 100 2.4 O.P./Com 50 4.2 60 3.7 70 3.1 80 2.9 90 2.6 100 2.2 Limited I. 50 4.2 60 3.7 70 3.1 80 2.9 90 2.6 100 2.2 General I. 50 3.7 60 3.2 70 2.7 80 2.6 90 2.3 100 1.9 *See Table 3-1 for more detailed description 3-12 Pre-development Post-development XXXXX OEOEOEOEOEOEOEOEOEOEOEOE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OEOE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OEOEOEOEOEOEOEOEOEOEOEOE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OEOEOEOEOEOEOEOEOEOEOEOEOE 45 45 45 45 45 45 45 TC=46.51FL=46.02 TC=46.46FL=45.97 TC=46.40FL=45.97 TC=46.34FL=45.88 TC=46.26FL=45.81 TC=46.20FL=45.76 TC=45.78FL=45.67 TC=45.77FL=45.64 1 S T O R Y R E S I D E N C E 44 . 8 44 . 3 44 . 0 46 . 0 T W ST O R A 1 S T O R Y RE S I D E N C E 1 S T O R Y RE S I D E N C E (C O N N E C T E D ) OV E R H A N G OV E R H A N G 1 S T O R Y RE S I D E N C E (C O N N E C T E D ) OVER H A N GSH E D OV E R H A N G AU T O C A R E SH O P 44 . 4 7 43 . 6 7 43 . 5 3 43 . 1 8 43 . 2 8 42 . 5 7 44 . 4 8 45 . 5 5 46 . 6 3 45 . 4 1 46 . 0 8 T W 46 . 0 0 T W 46 . 0 2 T W 45 . 9 6 T W ST O R A G E BU I L D I N G SHIPPING CONTAINER X X X X X X X X X X X X X X X X X X X X X X X XXXXXX X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X S S S S S S S S S S S S S S S S S S S S S S S S S G G G G G G G G G G G G G G G G G G G G G G G G G W W W W W W W W W W W W W W W W W W W W W W W W W N 56°00'01" E 159.76' N 56°00'44" E 159.77' N 3 4 ° 0 0 ' 2 6 " W 1 3 9 . 8 7 ' N 3 4 ° 0 0 ' 4 8 " W 1 3 9 . 9 0 ' LOT 6 MAP 1743 APN: 204-070-28-00 LOT 4MAP 1743 APN: 204-010-08-00 LOT 5MAP 775 APN: 204-010-10-00 LOT 5 MAP 1743 APN: 204-010-09-00 BASIN EX-1 AREA = 22,348 SF (0.51 AC)Cn = 0.58 NODE 100(46.0 FS) NODE 102(43.2 FG)Q100 = 1.46 CFS NODE 101(43.5 FS) L = 67' L = 100' GRAPHIC SCALE: 1" = 10' 0 10' 20' 30' J:\ACTIVE JOBS\4070 NORUM-CARLSBAD-Tyler Street\CIVIL\REPORTS\HYDROLOGY PRE-DEVELOPMENT HYDROLOGY NODE MAP 3215-3225 TYLER STREET CITY OF CARLSBAD SCALE : 1"=10' AREA CALCULATIONS - TOTAL BASIN TOTAL BASIN AREA: 22,348 SF / 0.51 AC BASIN IMPERVIOUS AREA: 11,215 SF / 0.26 ACBASIN PERVIOUS AREA: 11,133 SF / 0.25 AC IMPERVIOUS %50.2%Cn 0.58Tc:7.82 MINSQ100:1.46 CFS LEGEND EXISTING PROPERTY BOUNDARY ADJACENT PROPERTY LINE / RIGHT-OF-WAY CENTERLINE OF ROAD ADJACENT LOT LINE EXISTING CONTOUR LINE EXISTING FLOW LINE EXISTING DIRECTION OF FLOW EXISTING DRAINAGE BASIN BOUNDARY EXISTING NODE BASIN BOUNDARY PLAN VIEW - EXISTING HYDROLOGY NODE MAP SCALE: 1" = 10' I I I I I I I - -- - - - ~ - ~ -~ - - - - - - -- - - - - - - - -- - - - j_ ' I ) l I I I I ,- i -- --- - --- - - --- - --- - - -.. . . . - - -- - .. . . . . . . . . . . . . . . -~ · - .. ~ .. -~ , I \WI I · 1 I I / I I \ ju / I I I j I I I \ \ \ \\ \ \ l . '. .·· . \ \ I , : .•• \ \ \ \ \ I • - - I XXXXX OEOEOEOEOEOEOEOEOEOEOEOE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OEOE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OEOEOEOEOEOEOEOEOEOEOEOE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OEOEOEOEOEOEOEOEOEOEOEOEOE 45 45 45 45 45 TC=46.51FL=46.02 TC=46.46FL=45.97 TC=46.40FL=45.97 TC=46.34FL=45.88 TC=46.26FL=45.81 TC=46.20FL=45.76 TC=45.78FL=45.67 TC=45.77FL=45.64 1 S T O R Y R E S I D E N C E 44 . 8 44 . 3 44 . 0 46 . 0 T W 1 S T O R Y RE S I D E N C E 1 S T O R Y RE S I D E N C E (C O N N E C T E D ) OV E R H A N G OV E R H A N G 1 S T O R Y RE S I D E N C E (C O N N E C T E D ) OVER H A N GSH E D OV E R H A N G ARE 44 . 4 7 43 . 6 7 43 . 5 3 43 . 1 8 43 . 2 8 48 46 . 0 8 T W 46 . 0 0 T W 46 . 0 2 T W 45 . 9 6 T W EG SHIPPING CONTAINER X X X X X X X X X X X X X X X X X X X X X XXX X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X S S S S S S S S S S S S S S S S S S S S G G G G G G G G G G G G G G G G G G G G W W W W W W W W W W W W W W W W W W W W WM WM SD SD SDSDSDSDSDSDSDSDSDSDSDSD SD SD SD SD SD SDSDSDSDSDSDSDSDSDSDSDSD SD SD SD SD SD SD W W W W W W W W W SD SD SD SD SD SD W W W W SD SD X XX X X X XX X X XX X X X X X X XXX X XXX X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X S34 ° 0 0 ' 4 8 " E 1 3 9 . 9 0 ' N34 ° 0 0 ' 2 6 " W 1 3 9 . 8 7 ' TY L E R S T R E E T PINE AVENUE BLOCK 31 MAP NO. 775APN: 204-081-01-04 LOT 6MAP 1743APN:204-070-28-00 LOT 4MAP 1743APN: 204-010-08-00 LOT 5MAP 775APN: 204-010-10-00 SUB BASIN PR-1.8AREA = 440 SF(0.010 AC) SUB BASIN PR-1.7AREA = 731 SF(0.017 AC) SUB BASIN PR-1.6AREA = 625 SF(0.015 AC) BASIN PR-2 A = 1,319 SF (0.030 AC)Cn = 0.67 SUB BASIN PR-1.1AREA = 1,019 SF(0.024 AC) SUB BASIN PR-2.1AREA = 445 SF(0.010 AC) SUB BASIN PR-1.5AREA = 412 SF(0.010 AC ) SUB BASIN PR-1.4AREA = 411 SF(0.010 AC) SUB BASIN PR-1.3AREA = 440 SF(0.010 AC) SUB BASIN PR-1.2AREA = 730 SF(0.017 AC) BMP #1A = 60 SF48.7 FG BMP #2A = 43 SF48.7 FG BMP #3A = 26 SF48.7 FG BMP #4A = 25 SF48.7 FG BMP #5A = 25 SF48.9 FG BMP #6A = 36 SF48.9 FG BMP #7A = 43 SF49.4 FG BMP #8A = 26 SF49.4 FG BMP #17A = 26 SF49.5 FG BMP #13A = 25 SF48.5 FG BMP #14A = 36 SF48.5 FG BMP #15A = 43 SF49.5 FG BMP #16A = 26 SF49.5 FG BMP #18A = 26 SF49.5 FG BMP #12A = 25 SF47.9 FG BMP #11A = 26 SF47.9 FG BMP #10A = 43 SF47.9 FG BMP #9A = 60 SF47.9 FG SUB BASIN PR-1.9AREA = 1,023 SF(0.024 AC) SUB BASIN PR-1.10AREA = 730 SF(0.017 AC) SUB BASIN PR-1.11AREA = 440 SF(0.010 AC) SUB BASIN PR-1.12AREA = 411 SF(0.010 AC) SUB BASIN PR-1.13AREA = 412 SF(0.010 AC) SUB BASIN PR-1.14AREA = 625 SF(0.015 AC) SUB BASIN PR-1.15AREA = 731 SF(0.017 AC) SUB BASIN PR-1.16AREA = 440 SF(0.010 AC) SUB BASIN PR-2.2AREA = 448 SF(0.010 AC) SUB BASIN PR-2.3AREA = 426 SF(0.010 AC) 50.2 TG45.4 IEQ100 (UNMIT) = 0.059 CFSQ100 (MIT) = 0.003 CFS 49.2 TG44.4 IEQ100 (UNMIT) = 0.082 CFSQ100 (MIT) = 0.004 CFS 48.6 TG43.6 IEQ100 (UNMIT) = 0.058 CFSQ100 (MIT) = 0.003 CFS 48.6 TG43.8 IEQ100 (UNMIT) = 0.055Q100 (MIT) = 0.003 49.2 TG44.4 IEQ100 (UNMIT) = 0.055 CFSQ100 (MIT) = 0.003 CFS 48.6 TG43.5 IEQ100 (UNMIT) = 0.097 CFSQ100 (MIT) = 0.005 CFS 48.6 TG43.8 IEQ100 (UNMIT) = 0.136 CFSQ100 (MIT) = 0.007 CFS 49.4 TG44.7 IEQ100 (UNMIT) = 0.136 CFSQ100 (MIT) = 0.007 CFS 49.4 TG44.1 IEQ100 (UNMIT) = 0.097 CFSQ100 (MIT) = 0.005 CFS 49.4 TG44.3 IEQ100 (UNMIT) = 0.058 CFSQ100 (MIT) = 0.003 CFS 49.4 TG44.7 IEQ100 (UNMIT) = 0.055 CFSQ100 (MIT) = 0.003 CFS 49.6 TG44.9 IEQ100 (UNMIT) = 0.055 CFSQ100 (MIT) = 0.003 CFS 49.6 TG44.9 IEQ100 (UNMIT) = 0.082 CFSQ100 (MIT) = 0.004 CFS 50.1 TG45.2 IEQ100 (UNMIT) = 0.097 CFSQ100 (MIT) = 0.005 CFS 50.1 TG45.4 IEQ100 (UNMIT) = 0.059 CFSQ100 (MIT) = 0.003 CFS 50.2 TG45.8 IEQ100 (UNMIT) = 0.059Q100 (MIT) = 0.002 50.2 TG46.0 IEQ100 (UNMIT) = 0.059 CFSQ100 (MIT) = 0.03 CFS 50.2 TG45.3 IEQ100 (UNMIT) = 0.097 CFSQ100 (MIT) = 0.005 CFS BASIN PR-1AREA = 20,753 SF (0.476 AC) Cn = 0.68 SUB BASIN PR-1.17AREA = 6,975 SF(0.160 AC) SUB BASIN PR-1.17NODE 10246.5 FL SUB BASIN PR-1.17NODE 10145.9 FL SUB BASIN PR-2.3NODE 20146.5 FL L = 65'L = 84'SUB BASIN PR-2.3NODE 20046.4 FLQ100 (UNMIT) = 0.016 CFS N56°00'47"E 157.77' N56°00'03"E 157.76' 45.7 TG44.6 IEQ100 (UNMIT) = 0.013 CFS SUB BASINPR-1.18AREA = 343 SF(0.008 AC) SUB BASINPR-1.19AREA = 343 SF(0.008 AC) 45.7 TG44.6 IEQ100 (UNMIT) = 0.013 CFS SUB BASIN PR-1.20AREA = 1,137 SF(0.026 AC) 45.2 TG43.8 IEQ100 (UNMIT) = 0.043 CFS 43.3 IE 43.3 IE 43.3 IE 43.3 IE 43.4 IE 43.4 IE 43.4 IE 43.4 IE 43.4 IE 45.2 TG43.8 IEQ100 (UNMIT) = 0.043 CFS SUB BASIN PR-1.21AREA = 1,144 SF(0.026 AC) SUB BASIN 1.2243.2 FLQ100 (UNMIT) = 0.045 CFS SUB BASIN PR-1.22AREA = 1,191 SF(0.027 AC) 45.1 TG43.8 IEQ100 (UNMIT) = 0.555 CFS GRAPHIC SCALE: 1" = 10' 0 10' 20' 30' J:\ACTIVE JOBS\4070 NORUM-CARLSBAD-Tyler Street\CIVIL\REPORTS\HYDROLOGY\Appendix PROPOSED HYDROLOGY NODE MAP TYLER STREET HOMES CITY OF CARLSBAD SCALE : 1"=10' PLAN VIEW - PROPOSED HYDROLOGY NODE MAP SCALE: 1" = 10' AREA CALCULATIONS - PR-1.1 TOTAL BASIN AREA: 1,019 SF / 0.023 AC BASIN IMPERVIOUS AREA: 993 SF / 0.023 ACBASIN PERVIOUS AREA: 26 SF / 0.001 AC IMPERVIOUS %97.4%Cn 0.88Tc:5 MINSQ100:0.14 CFS AREA CALCULATIONS - PR-1.2 TOTAL BASIN AREA: 730 SF / 0.017 AC BASIN IMPERVIOUS AREA: 712 SF / 0.016 ACBASIN PERVIOUS AREA: 18 SF / 0.001 AC IMPERVIOUS %97.5%Cn 0.88Tc:5 MINSQ100:0.10 CFS AREA CALCULATIONS - PR-1.9 TOTAL BASIN AREA: 1,023 SF / 0.023 AC BASIN IMPERVIOUS AREA: 993 SF / 0.023 ACBASIN PERVIOUS AREA: 30 SF / 0.001 AC IMPERVIOUS %97.1%Cn 0.88Tc:5 MINSQ100:0.14 CFS AREA CALCULATIONS - PR-1.3 TOTAL BASIN AREA: 440 SF / 0.010 AC BASIN IMPERVIOUS AREA: 419 SF / 0.010 ACBASIN PERVIOUS AREA: 21 SF / 0.001 AC IMPERVIOUS %95.2%Cn 0.87Tc:5 MINSQ100:0.06 CFS AREA CALCULATIONS - PR-1.10 TOTAL BASIN AREA: 730 SF / 0.017 AC BASIN IMPERVIOUS AREA: 712 SF / 0.017 ACBASIN PERVIOUS AREA: 18 SF / 0.001 AC IMPERVIOUS %97.5%Cn 0.88Tc:5 MINSQ100:0.10 CFS AREA CALCULATIONS - PR-1.4 TOTAL BASIN AREA: 411 SF / 0.009 AC BASIN IMPERVIOUS AREA: 401 SF / 0.009 ACBASIN PERVIOUS AREA: 10 SF / 0.001 AC IMPERVIOUS %97.6%Cn 0.88Tc:5 MINSQ100:0.05 CFS AREA CALCULATIONS - PR-1.11 TOTAL BASIN AREA: 440 SF / 0.010 AC BASIN IMPERVIOUS AREA: 419 SF / 0.010 ACBASIN PERVIOUS AREA: 21 SF / 0.001 AC IMPERVIOUS %95.2%Cn 0.87Tc:5 MINSQ100:0.06 CFS AREA CALCULATIONS - PR-1.5 TOTAL BASIN AREA: 412 SF / 0.009 AC BASIN IMPERVIOUS AREA: 403 SF / 0.009 ACBASIN PERVIOUS AREA: 9 SF / 0.001 AC IMPERVIOUS %97.8%Cn 0.89Tc:5 MINSQ100:0.06 CFS AREA CALCULATIONS - PR-1.12 TOTAL BASIN AREA: 411 SF / 0.009 AC BASIN IMPERVIOUS AREA: 401 SF / 0.009 ACBASIN PERVIOUS AREA: 10 SF / 0.001 AC IMPERVIOUS %97.6%Cn 0.88Tc:5 MINSQ100:0.05 CFS AREA CALCULATIONS - PR-1.6 TOTAL BASIN AREA: 625 SF / 0.014 AC BASIN IMPERVIOUS AREA: 592 SF / 0.014 ACBASIN PERVIOUS AREA: 33 SF / 0.001 AC IMPERVIOUS %94.7%Cn 0.87Tc:5 MINSQ100:0.08 CFS AREA CALCULATIONS - PR-1.13 TOTAL BASIN AREA: 412 SF / 0.009 AC BASIN IMPERVIOUS AREA: 403 SF / 0.009 ACBASIN PERVIOUS AREA: 9 SF / 0.001 AC IMPERVIOUS %97.8%Cn 0.89Tc:5 MINSQ100:0.06 CFS AREA CALCULATIONS - PR-1.7 TOTAL BASIN AREA: 731 SF / 0.017 AC BASIN IMPERVIOUS AREA: 711 SF / 0.016 ACBASIN PERVIOUS AREA: 20 SF / 0.001 AC IMPERVIOUS %97.3%Cn 0.88Tc:5 MINSQ100:0.10 CFS AREA CALCULATIONS - PR-1.14 TOTAL BASIN AREA: 625 SF / 0.014 AC BASIN IMPERVIOUS AREA: 592 SF / 0.014 ACBASIN PERVIOUS AREA: 33 SF / 0.001 AC IMPERVIOUS %94.7%Cn 0.87Tc:5 MINSQ100:0.08 CFS AREA CALCULATIONS - PR-1.8 TOTAL BASIN AREA: 440 SF / 0.010 AC BASIN IMPERVIOUS AREA: 427 SF / 0.010 ACBASIN PERVIOUS AREA: 13 SF / 0.001 AC IMPERVIOUS %97.0%Cn 0.88Tc:5 MINSQ100:0.06 CFS AREA CALCULATIONS - PR-1.15 AREA CALCULATIONS - PR-1.16 TOTAL BASIN AREA: 440 SF / 0.010 AC BASIN IMPERVIOUS AREA: 427 SF / 0.010 ACBASIN PERVIOUS AREA: 13 SF / 0.001 AC IMPERVIOUS %97.0%Cn 0.88Tc:5 MINSQ100:0.06 CFS AREA CALCULATIONS - PR-1.17 TOTAL BASIN AREA: 6,975 SF / 0.160 AC BASIN IMPERVIOUS AREA: 4,399 SF / 0.101 ACBASIN PERVIOUS AREA: 2,576 SF / 0.059 AC IMPERVIOUS %63.1%Cn 0.66Tc:7.1 MINSQ100:0.56 CFS AREA CALCULATIONS - PR-1.18 TOTAL BASIN AREA: 343 SF / 0.008 AC BASIN IMPERVIOUS AREA: 0 SF / 0.000 ACBASIN PERVIOUS AREA: 343 SF / 0.008 AC IMPERVIOUS %0.0%Cn 0.25Tc:5 MINSQ100:0.01 CFS AREA CALCULATIONS - PR-1.19 AREA CALCULATIONS - PR-1.20 TOTAL BASIN AREA: 1,137 SF / 0.026 AC BASIN IMPERVIOUS AREA: 0 SF / 0.000 ACBASIN PERVIOUS AREA: 1,137 SF / 0.026 AC IMPERVIOUS %0.0%Cn 0.25Tc:5 MINSQ100:0.04 CFS TOTAL BASIN AREA: 731 SF / 0.017 AC BASIN IMPERVIOUS AREA: 711 SF / 0.016 ACBASIN PERVIOUS AREA: 20 SF / 0.001 AC IMPERVIOUS %97.3%Cn 0.88Tc:5 MINSQ100:0.10 CFS BASIN PR-2 - AREA CALCS TOTAL BASIN AREA: 1,319 SF / 0.030 AC BASIN IMPERVIOUS AREA: 875 SF / 0.020 ACBASIN PERVIOUS AREA: 444 SF / 0.010 AC IMPERVIOUS %66.3% AREA CALCULATIONS - PR-1.21 AREA CALCULATIONS - PR-1.22 TOTAL BASIN AREA: 1,191 SF / 0.027 AC BASIN IMPERVIOUS AREA: 0 SF / 0.000 ACBASIN PERVIOUS AREA: 1,191 SF / 0.027 AC IMPERVIOUS %0.0%Cn 0.25Tc:5 MINSQ100:0.05 CFS AREA CALCULATIONS - PR-2.2 TOTAL BASIN AREA: 448 SF / 0.010 AC BASIN IMPERVIOUS AREA: 427 SF / 0.010 ACBASIN PERVIOUS AREA: 21 SF / 0.001 AC IMPERVIOUS %95.3%Cn 0.87Tc:5 MINSQ100:0.06 CFS TOTAL BASIN AREA: 343 SF / 0.008 AC BASIN IMPERVIOUS AREA: 0 SF / 0.000 ACBASIN PERVIOUS AREA: 343 SF / 0.008 AC IMPERVIOUS %0.0%Cn 0.25Tc:5 MINSQ100:0.01 CFS TOTAL BASIN AREA: 1,144 SF / 0.026 AC BASIN IMPERVIOUS AREA: 0 SF / 0.000 ACBASIN PERVIOUS AREA: 1,144 SF / 0.026 AC IMPERVIOUS %0.0%Cn 0.25Tc:5 MINSQ100:0.04 CFS AREA CALCULATIONS - PR-2.3 TOTAL BASIN AREA: 426 SF / 0.010 AC BASIN IMPERVIOUS AREA: 20 SF / 0.000 ACBASIN PERVIOUS AREA: 406 SF / 0.010 AC IMPERVIOUS %4.7%Cn 0.28Tc:5 MINSQ100:0.02 CFS AREA CALCULATIONS - PR-2.1 TOTAL BASIN AREA: 445 SF / 0.010 AC BASIN IMPERVIOUS AREA: 428 SF / 0.010 ACBASIN PERVIOUS AREA: 17 SF / 0.001 AC IMPERVIOUS %96.2%Cn 0.87Tc:5 MINSQ100:0.06 CFS BASIN PR-1 - AREA CALCS TOTAL BASIN AREA: 20,753 SF / 0.476 AC BASIN IMPERVIOUS AREA: 13,715 SF / 0.315 ACBASIN PERVIOUS AREA: 7,038 SF / 0.162 AC IMPERVIOUS %66.1% L------- 1 J rt--•----. LEGEND NWtCENrPROPeITTLJNEI RIGHT-Of.WAY ""'""""""""" PROPOSEDPA1HOF11MVEI. PROPOSEDDIRECTIONOFFI.OW """"'""'"""""" ..,,,,,,,.. ,,,,,.,,,,,,,,,..,,,,.. PROPOSEDBIOFl.m\nc»JBASJN '"""'""""' PROPOSEDPERVIOUSPAl£MENT (NOINPfRMEJ&EIMR) PROPOSEDPER\IJOt.lSPAVENENr (W!1HJMPERMENJI.EUNER) I fZZ2Z22Z?Z22 j·.·.·.·.·.·.·.·.·.·.·.·.·.·1 RYNNZ I 9..l!EWlNO a, u 0.88 1.2 0.88 u 0.87 u 0.88 ,., 0.89 1..6 0.87 u 0.88 ,., 0.88 ,., 0.88 1.10 0.88 1.11 0.87 1.12 0.88 1.13 0.89 1.14 0.87 1.15 0.88 1.16 0.88 1.17 0.66 1.18 0.25 1.19 0.25 1..20 0.25 1.21 0.25 ,.22 0.25 PIMlOTAL ,., 0.88 2.2 0.87 2.3 028 PR-ZlOTM. MllGAlB>HYDRl.OOYTAB.E _,,,, PR:A(,¼Ql(INI~ QlJffT(Cffl 1.019 0.OZl 6.59 0.136 ro 0.017 6.59 0.097 .., 0.Q10 6.59 o ... "' 0.OOl 6.59 0 . .,, '" 0.OOl 6.59 0 . .,, "' 0.014 6.59 0.002 '" 0.017 "' o,m "'° 0.010 6.59 0.059 Ul23 0023 659 0.136 ro 0.017 6.59 0."'7 "'° 0.010 8.59 o ... "' 0.OOl 8.59 0 . .,, .. 2 0.OOl 8.59 0 . .,, "' 0.014 6.59 0.002 "' 0.017 6.59 o,m "'° 0.010 6.59 0.059 69'5 0.100 5.25 0.55'5 3'3 o.roa 659 0.013 3'3 o.roa 659 0.013 1,137 o.oa; 659 0.O<l 1,144 o.oa; 6.59 0O<l 1.191 o.w 6.59 0.005 """ 0.471:i '·"' "' 0.010 6.59 0.059 "' 0.010 6.59 0.059 "' 0.010 659 0.018 1,319 0.030 0.136 QMT(~ 0.007 o.oos 0.003 0.003 0.003 000, o.oos 0.003 o.ro, o.oos 0.003 0.003 0.003 0.00, o.oos 0.003 0.55'5 0.013 0.013 0.O<l 0O<l 0.005 o.m 0.002 0.003 0.016 0.021. PREPARED BY: PASCO LARET SUITER I!, ASSOCIA¥ES San Diego I Encinitas I Orange County Phone858.259.8212 I www.plsaengineering.com ! "#$% &' ( !" ~ 6 w W ~ D w -~D Q D 6 [j ) ! "#$% &' ( *&( ' + % & , -. / (0+ & 0 + % & , -. / (0+ &+1 )+ 0 2 345! 0 &( '+*&( '60+ !7 . + . * 289*0 & 045! 2 : #!$#% & & & & & & & & & & & & & & & !"#$% &' & ' & ' ~ D I / /" // l/ / V v ,/ / /,/ ~ LI V.U////.U/.h~-.,.,..,._~~-.,.,,.,,_ ,,,,. ,.,.,..,..,_,,H'//h-,,,,,_ --,_,,. •,r "II~ •,r "I~ I~ )% ! 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