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HomeMy WebLinkAboutTract Map 008/359 Lot 181-183 Hydrology Report Protea Facility HYDROLOGY REPORT • For PROTEA SENIOR LIVING TEMECULA, LLC 27350 NICOLAS ROAD TEMECULA, CA Prepared For: PROTEA SENIOR LIVING TEMECULA, LLC 27350 Nicolas Road Temecula, CA 92591 Prepared By: W3Waber Consultants • PUNNNG CIVL ENGINEERING SURVEYING I N C Waber Consultants, Inc. 3711 Long Beach Blvd, Suite 1008 Long Beach, CA 90807 (562) 426-8283 November, 2015 This Drainage Report was prepared under my supervision: By: Date: November, 2015 • A PROJECT DISCUSSION • The study area is located at 27350 Nicolas Road, Temecula, CA. Scope of work includes construction of a new assisted living and memory residential units on undeveloped property. Total area of proposed development area is 3.83 acres. The existing site is a vacant lot. It is a relatively flat land approximately 1% - 2% in slope. Existing drainage sheet flows in a generally westerly direction and eventually onto Nicolas Road. The proposed site includes open lot parking areas, landscape areas, and bioretention basins. The proposed slopes in a generally southwesterly direction towards the infiltration basins. The Riverside County Hydrology Manual was used to determine the proposed 100-year, 24 hour peak flows and volumes of both existing and proposed site. Figures and Tables below are referenced to that Manual. RATIONAL METHOD STUDY Q=CIA Soil Group B (Plate C-1.52) • Existing Hydrology AREA 1 A= 92,274 ft2 (2.12 acres) Tc=17 min. (Plate D-3) I,o= 1.76 in/hr (Plate D-4.1) C,o = 0.56 (Plate D-5.2) Q,o= 0.56 x 1.76 x 2.12 = 2.09 cfs hoo= 2.60 in/hr (Plate D-4.1) C,00 = 0.64 (Plate D-5.2) Qioo= 0.64x2.60x2.12 = 3.53cfs • B AREA 2 • A= 74,523 ft2 (1.71 acres) Tc=9.5 min. (Plate D-3) ho= 2.43 in/hr (Plate D-4.1) C,o = 0.63 (Plate D-5.2) Q,o=0.63.x 2.43 x 1.71 2.62 cfs hoo= 3.59 in/hr (Plate D-4.1) C,00 = 0.69 (Plate D-5.2) Q,00= 0.69 x 3.59 x 1.71 = 4.24 cfs Q,orron= 2.09 + 2.62 = 4.71 cfs Q,OOR0T1= 3.53 + 4.24 = 7.77 cfs • • C Proposed Hydrology • AREA 1 A= 41,411 ft2 (0.95.acres) Tc=7.5 min. (Plate D-3) ho= 2.77 in/hr (Plate D-4.1) C,o = 0.86 (Plate D-5.2) Q,o= 0.86 x 2.77 x 0.95 = 2.26 cfs hoo= 4.09 in/hr (Plate D-4.1) Cioo = 0.87 (Plate D-5.2) Q,00= 0.87 x 4.09 x 0.95 = 3.38 cfs AREA 2 A= 19,902 ft2 (0.46 acres) Tc=7.2 min. (Plate D-3) I,o= 2.33 in/hr (Plate D-4.1) C,o = 0.80 (Plate D-5.2) Q,o=0.80x2.33x0.46 = 0.86cfs 11oo= 4.18 in/hr (Plate D-4.1) C,00 = 0.81 (Plate D-5.2) Q,00= 0.81 x4.18x0.46 = 1.56cfs • D AREA 3 A=24,754 ft2 (0.57 acres) Tc=8.8 min. (Plate D-3) lio= 2.53 in/hr (Plate D-4.1) Cio = 0.78 (Plate D-5.2) Q,o= 0.78 x 2.53 x 0.67 =.1.12 cfs No= 3.74 in/hr (Plate D-4.1) Cloo = 0.81 (Plate D-5.2) Q,00= 0.81 x 3.74 x 0.57 = 1.73 cfs AREA 4 A= 11,167 ftz (0.26 acres) Tc=5.5.min. (Plate D-3) Igo= 3.29 in/hr (Plate D-4.1) Go = 0.86 (Plate D-5.2) Q,o= 0.86.x 3.29 x 0.26 = 2.89 cfs hoo= 4.86 in/hr (Plate D-4.1) Cioo = 0.87 (Plate D-5.2) Q,00= 0.87x4.86x0.26 = 1.10cfs • E AREA 5 • A= 63,356 ftz (1.45 acres) Tc=5.0 min. (Plate D-3) Igo= 3.45 in/hr (Plate D-4.1) C,o = 0.86 (Plate D-5.2) Q,o= 0.86 x 3.45 x 1.45 = 4.30 cfs hoo= 5.10 in/hr (Plate D-4.1) Cloo = 0.87 (Plate D-5.2) Q,00= 0.87x5.10x1.45 = 6.43cfs Q,oRon= 2.26 + 0.86 + 1.12 + 2.89 + 4.30 = 11.43 cfs Q,00r*on= 3.38 + 1.56 + 1.73 + 1.10 + 6.43 = 14.20 cfs • • F Hydraulics • r1f\rff�\\f!f!!!f•1flrlf!lllrrrrrlrrfrlfffa»!!r!!!!!1f!lrrrlrrrrlfffr»!f! HYDRAULIC ELEMENTS - I PROGRAM PACKAGE (C) Copyright 1982-2013 Advanced Engineering Software (aes) Ver. 20.0 Release Date: 06/01/2013 License ID 1657 ------------------------------------------------------------------------- ------------------------------------------------------------------------- Problem Descriptions: LINE "D" •\fff!!!f!lflrfllfflllfirr1f11f11rrrrff\f!\f\\fff/!lil11fl11f!llllrrrrfllrr• »»PIPEFLOW HYDRAULIC INPUT INFORMATION«« PIPE SLOPE(FEET/FEET) = 0.0050 PIPEFLOW(CFS) = 1.73 MANNINGS FRICTION FACTOR = 0.010000 »»>SOFFIT-FLOW PIPE DIAMETER(FEET) 0.787 10" pipe used Therefore, OK ------------------------------------------------------------------------ ------------------------------------------------------------------------ • Problem Descriptions: LINE "B" 111rrrrrlrrrlfrffurff rrrrrfrf\\\\\\ffff\efa!\»f fer!!!!!!!!!r»f!»rl�f»r »»PIPEFLOW HYDRAULIC INPUT INFORMATION«« PIPE SLOPE(FEET/FEET) = 0.0050 PIPEFLOW(CFS) = 3.29 MANNINGS FRICTION FACTOR = 0.010000 »»>SOFFIT-FLOW PIPE DIAMETER(FEET) = 1.002 15" pipe used Therefore, OK ------------------------------------------------------------------------- ------------------------------------------------------------------------- • G Problem Descriptions: LINE "A" ffff4flff4lffrllffrrlfflr44lfff1f11f1f4f4f4f11f441k4111fr!llfffflflfff!llfff »»PIPEFLOW HYDRAULIC INPUT INFORMATION«« PIPE SLOPE(FEET/FEET) = 0.0050 PIPEFLOW(CFS) = 6.67 MANNINGS FRICTION FACTOR = 0.010000 »»>SOFFIT-FLOW PIPE DIAMETER(FEET) = 1.306 18" pipe used Therefore, OK ------------------------------------------------------------------------- ------------------------------------------------------------------------- Problem Descriptions: LINE "H" frf11f4fff44ffr44ff4k4ff4ff1f1f4!l4lrrrrHflfflrl4fl4Hffff4ffff44f414l1Hf4 »»PIPEFLOW HYDRAULIC INPUT INFORMATION«« • PIPE SLOPE(FEET/FEET) = 0.0050 PIPEFLOW(CFS) = 1.10 MANNINGS FRICTION FACTOR = 0.010000 »»>SOFFIT-FLOW PIPE DIAMETER(FEET) = 0.664 8" pipe used Therefore, OK ------------------------------------------------------------------------- ------------------------------------------------------------------------- Problem Descriptions: LINE "G" 1fr44l1fff4llfl4llfrlffrirlrrrrrrrrfl4lrrrar4rfrifflfffff!/�f1f/lfff4f4lfff4 »»PIPEFLOW HYDRAULIC INPUT INFORMATION«« PIPE SLOPE(FEET/FEET) = 0.0050 PIPEFLOW(CFS) = 6.43 MANNINGS FRICTION FACTOR= 0.010000 »»>SOFFIT-FLOW PIPE DIAMETER(FEET) = 1.288 18" pipe used Therefore, OK ------------------------------------------------------------------------ H It LIMITATIONS: L 100 I. Maximum length =1000' TC ••1000 90 2, Maximum area = 10 Acres 6 •900 80 d 70 'o H 6 800 c� $ a E 300 60 5 9 700 200 C d a 0 a�i r4 100 - 600 0 50 0 0 0g 8 c m Edo $8 -•500 0�� (q d d 20 35 0 2 10 T d w —�� K J a 9 II :•400 w 30 Und�lo0ed° (f) a —Good Cover— 12 c a 360 a "25 rUnde�ed/D 4 Fair Cover / ,i 14 3 E X / w ;« • 300 ndevelopegi L `qv 15 ;? 5 29 9�Poor CommvJJe / / y 16 gle 51- 250 • P 14 e c) 0 c 20 12 w ,` • 200 13 o J I s 26 c I60 m KEY u° E /�� Lei I Tc•K�Tc o 30 EXAMPLE: E (1) L=550', H =5.0, K=Single Family(1/4Ac.) 35 Development ,Tc = 12.6 min. 100 (2) L=550', H=5.0', K=Commercial 40 Development , Tc=9.7 min. 5 .4 Reference:Bibliography item No. 35. R C FC & PVC D TIME OF CONCENTRATION HYDROLOGY MANUAL FOR INITIAL SUBAREA • PLATE D-3 •> 0) •) RAINFALL INTENSITY-INCHES PER HOUR QMIQA LOMA MIIRRIEFA - TEMECULA NORCO PALM SPRINGS PERRIS VALLEY L RANCHO CALIFORNIA DURATION FREQUENCY DURATION FREQUENCY DURATION _FREQUENCY DURATION FREQUENCY DURATION FREQUENCY 0 MINUTES MINUTES MINUTES MINUTES MINUTES 10 100 10 100 10 100 10 100 10 100 ® YEAR YEAR YEAR YEAR YEAR YEAR YEAR YEAR YEAR YEAR 5 2.86 ♦.68 5 3.65 5.10 5 2.77 4.16 5 6.23 6.76 5 2.66 3.78 6 2.SB 4.07 6 3.12 4.61 6 2.53 3.79 6 3.60 6.08 6 2.41 3.66 7 2.37 3.75 7 2.87 6.26 7 2.34 3.51 7 3.68 5.56 7 2.26 3.21 B 2.21 3.69 8 2.67 3.96 8 2.19 3.29 8 3.22 5.15 a 2.09 3.01 ^ D •I 9 2.08 3.28 9 2.50 3.69 9 2.07 3.10 9 3.01 6.81 9 1.98 2.86 c ® 10 1.96 3.10 10 2.36 3.48 10 1.96 2,96 10 2.83 6.52 10 1.98 2.69 D I 1.87 2.95 11 2.26 3.30 11 1.87 2.80 11 2.67 6.28 11 1.79 2.57 r, 12 1.78 2.82 12 2.13 3.15 12 1.79 2.68 12 2.56 6.07 12 1.72 2.66 L3 1.71 2.70 13 2.06 3.01 13 1.72 2.58 13 2.63 3.88 13 1.65 2.3T 16 1.66 2.60 16 1.96 2.89 16 1.66 2.68 16 2.33 3.72 16 1.59 2.29 IS 1.50 2.50 IS 1.89 2.79 IS 1.60 2.40 15 2.23 3.58 IS 1.56 2.21 16 1.53 2.62 16 1.82 2.69 16 1.55 2.32 16 2.15 3.66 16 1.69 2.16 17 1.68 2.36 17 1.76 2.60 17 I.SO 2.25 17 2.08 3.32 17 1.65 2.08 18 1..4 2.27 IB 1.71 2.52 IB 1.46 2.19 1B 2.01 3.22 IB 1.61 2.02 19 1.60 2.21 19 1.66 2.65 19 1.42 2.13 19 1.95 3.12 19 1.37 1.97 20 1.36 2.15 20 1.61 2.39 20 1.39 2.00 20 i.89 3.03 20 1.36 1.92 22 1.24 1.95 27 1.53 2.15 22 1.26 1.90 22 1.79 2.72 22 1.22 1.75 26 1.18 1.87 26 1.39 2.06 26 1.22 1.82 26 1.62 2.60 26 1.18 1.69 26 1.1. 1.80 26 1.3. 1.95 26 1.22 1.76 28 1.56 2.60 26 '1.13 1.63 29 I.l• I.BO 28 1.3. 1.99 28 1.11 1.76 28 1.56 2.69 26 1.1] 1.67 30 1.10 1.73 30 1.29 1.90 30 1.13 -1.70 30 1.69 2.39 30 1.10 I.ST 32 1.06 1,67 32 1.24 I.B6 32 1.10 1." 32 1.66 2.30 32 1.06 1.52 Z 36 1.03 1.62 34 1.20 1.78 36 I.06 1.59 36 1.39 2.22 36 1.03 1.68 36 1.00 1.57 36 1.17 1.72 36 1.03 1.55 36 1.36 2.15 36 1.00 1.44 m 38 .97 1.53 38 1.13 1.67 35 1.01 1.51 38 1.30 2.09 36 .90 1.60 c Z AO .96 1.69 .60 '1.10 1.62 60 .98 1.67 60 1.27 2.02 60 .95 1.37 W (n 65 .99 I.AD 65 1.03 1.52 65 .92 1.39 6S 1.18 1.89 AS .90 1.29 SO .86 1.32 SO .97 1.64 50 .88 1.31 50 1.11 1.78 50 .85 .1.22 55 .00 1.26 55 .92 1.36 55 .86 1.25 SS 1.05 1.68 SS .91 1.17 m Z 60 .76 1.20 60 .88 1.3D 60 .30 I.20 60 1.00 1.60 60 ,TB 1.12 N f 0 65 .73 1.15 65 .86 1.24 65 .77 1.15 65 .95 1.53 65 .75 1.08 r 0 D 70 .70 1.11 70 .01 1.19 70 .76 1.11 70 .91 1.66 TO .72 1.04 0 0 m 75 .68 1.07 75 .78 1.15 75 .72 1.07 75 .88 1.61 75 .70 1.00 m D x 0 BO .65 1.03 80 .75 1.11 80 .69 1.06 80 .85 1.35 80 .66 .97 D 85 .63 1.00 BS .73 1.07 85 .67 1.01 85 .82 1.31- 65 .66 .94 0 D � A Q SLOPE - .530 SLOPE - •SSO SLOPE a .500 SLOPE P .560 SLOPE • .490 Z A 0 01 ::I:li: NNII.M:...uu............---.sv.■■.ouuu.n..v......... ; mwuuuouunn uuu....uu..ouuu..0000uoonu...■ . uuwnu.p.uu uuuuu.....u■■.........uu nuunuu unuuuu■.o.vuunwn...■■ruuu■uuuuu.uunm .., ' • •• 'ummuu---■. umm�iu�•uuununun..uuu------■■..■----- uu i�. t . unnunn..v■ .........._.. __"-______...................... --.........._____ ..........___ ....... _ . ___.........-___ iii ::::::::: : -- •-••---...... . .. .................. .�..... -................ . ::::::ei3ci 3 Bum !ii --- ............. -- - 'ice � - .__5 r� .i --- -- — € .. 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