Drainage Report and Supplement 82625

51.45 0.00 0.00 51.50 0.00 0.00 51.55 0.00 0.00 51.60 0.00 0.00 51.65 0.00 0.00 51.70 0.00 0.00 51.75 0.00 0.00 51.80 0.00 0.00 51.85 0.00 0.00 51.90 0.00 0.00 51.95 0.00 0.00 Time Subcat E-2 Subcat P-2 (hours) (cfs) (cfs) 52.00 0.00 0.00 52.05 0.00 0.00 52.10 0.00 0.00 52.15 0.00 0.00 52.20 0.00 0.00 52.25 0.00 0.00 52.30 0.00 0.00 52.35 0.00 0.00 52.40 0.00 0.00 52.45 0.00 0.00 52.50 0.00 0.00 52.55 0.00 0.00 52.60 0.00 0.00 52.65 0.00 0.00 52.70 0.00 0.00 52.75 0.00 0.00 52.80 0.00 0.00 52.85 0.00 0.00 52.90 0.00 0.00 52.95 0.00 0.00 53.00 0.00 0.00 53.05 0.00 0.00 53.10 0.00 0.00 53.15 0.00 0.00 53.20 0.00 0.00 53.25 0.00 0.00 53.30 0.00 0.00 53.35 0.00 0.00 53.40 0.00 0.00 53.45 0.00 0.00 53.50 0.00 0.00 53.55 0.00 0.00 53.60 0.00 0.00 53.65 0.00 0.00 53.70 0.00 0.00 53.75 0.00 0.00 53.80 0.00 0.00 53.85 0.00 0.00 53.90 0.00 0.00 53.95 0.00 0.00 54.00 0.00 0.00 54.05 0.00 0.00 54.10 0.00 0.00 54.15 0.00 0.00 54.20 0.00 0.00 54.25 0.00 0.00 54.30 0.00 0.00 54.35 0.00 0.00 54.40 0.00 0.00 54.45 0.00 0.00 54.50 0.00 0.00 54.55 0.00 0.00

2025-08-13_Stormwater Calculations NOAA 24-hr D 100-Year-2050 Rainfall=11.52", P2=4.09" Printed 8/13/2025 Prepared by Stonefield Engineering & Design HydroCAD® 10.20-5c s/n 10626 © 2023 HydroCAD Software Solutions LLC Primary Comparison (continued) Time Subcat E-2 Subcat P-2 (hours) (cfs) (cfs) 54.60 0.00 0.00 54.65 0.00 0.00 54.70 0.00 0.00 54.75 0.00 0.00 54.80 0.00 0.00 54.85 0.00 0.00 54.90 0.00 0.00 54.95 0.00 0.00 55.00 0.00 0.00 55.05 0.00 0.00 55.10 0.00 0.00 55.15 0.00 0.00 55.20 0.00 0.00 55.25 0.00 0.00 55.30 0.00 0.00 55.35 0.00 0.00 55.40 0.00 0.00 55.45 0.00 0.00 55.50 0.00 0.00 55.55 0.00 0.00 55.60 0.00 0.00 55.65 0.00 0.00 55.70 0.00 0.00 55.75 0.00 0.00 55.80 0.00 0.00 55.85 0.00 0.00 55.90 0.00 0.00 55.95 0.00 0.00 56.00 0.00 0.00 56.05 0.00 0.00 56.10 0.00 0.00 56.15 0.00 0.00 56.20 0.00 0.00 56.25 0.00 0.00 56.30 0.00 0.00 56.35 0.00 0.00 56.40 0.00 0.00 56.45 0.00 0.00 56.50 0.00 0.00 56.55 0.00 0.00 56.60 0.00 0.00 56.65 0.00 0.00 56.70 0.00 0.00 56.75 0.00 0.00 56.80 0.00 0.00 56.85 0.00 0.00 56.90 0.00 0.00 56.95 0.00 0.00 57.00 0.00 0.00 57.05 0.00 0.00 57.10 0.00 0.00 57.15 0.00 0.00 Time Subcat E-2 Subcat P-2 (hours) (cfs) (cfs) 57.20 0.00 0.00 57.25 0.00 0.00 57.30 0.00 0.00 57.35 0.00 0.00 57.40 0.00 0.00 57.45 0.00 0.00 57.50 0.00 0.00 57.55 0.00 0.00 57.60 0.00 0.00 57.65 0.00 0.00 57.70 0.00 0.00 57.75 0.00 0.00 57.80 0.00 0.00 57.85 0.00 0.00 57.90 0.00 0.00 57.95 0.00 0.00 58.00 0.00 0.00 58.05 0.00 0.00 58.10 0.00 0.00 58.15 0.00 0.00 58.20 0.00 0.00 58.25 0.00 0.00 58.30 0.00 0.00 58.35 0.00 0.00 58.40 0.00 0.00 58.45 0.00 0.00 58.50 0.00 0.00 58.55 0.00 0.00 58.60 0.00 0.00 58.65 0.00 0.00 58.70 0.00 0.00 58.75 0.00 0.00 58.80 0.00 0.00 58.85 0.00 0.00 58.90 0.00 0.00 58.95 0.00 0.00 59.00 0.00 0.00 59.05 0.00 0.00 59.10 0.00 0.00 59.15 0.00 0.00 59.20 0.00 0.00 59.25 0.00 0.00 59.30 0.00 0.00 59.35 0.00 0.00 59.40 0.00 0.00 59.45 0.00 0.00 59.50 0.00 0.00 59.55 0.00 0.00 59.60 0.00 0.00 59.65 0.00 0.00 59.70 0.00 0.00 59.75 0.00 0.00 Time Subcat E-2 Subcat

59.25 0.00 0.00 59.30 0.00 0.00 59.35 0.00 0.00 59.40 0.00 0.00 59.45 0.00 0.00 59.50 0.00 0.00 59.55 0.00 0.00 59.60 0.00 0.00 59.65 0.00 0.00 59.70 0.00 0.00 59.75 0.00 0.00 Time Subcat E-2 Subcat P-2 (hours) (cfs) (cfs) 59.80 0.00 0.00 59.85 0.00 0.00 59.90 0.00 0.00 59.95 0.00 0.00 60.00 0.00 0.00 60.05 0.00 0.00 60.10 0.00 0.00 60.15 0.00 0.00 60.20 0.00 0.00 60.25 0.00 0.00 60.30 0.00 0.00 60.35 0.00 0.00 60.40 0.00 0.00 60.45 0.00 0.00 60.50 0.00 0.00 60.55 0.00 0.00 60.60 0.00 0.00 60.65 0.00 0.00 60.70 0.00 0.00 60.75 0.00 0.00 60.80 0.00 0.00 60.85 0.00 0.00 60.90 0.00 0.00 60.95 0.00 0.00 61.00 0.00 0.00 61.05 0.00 0.00 61.10 0.00 0.00 61.15 0.00 0.00 61.20 0.00 0.00 61.25 0.00 0.00 61.30 0.00 0.00 61.35 0.00 0.00 61.40 0.00 0.00 61.45 0.00 0.00 61.50 0.00 0.00 61.55 0.00 0.00 61.60 0.00 0.00 61.65 0.00 0.00 61.70 0.00 0.00 61.75 0.00 0.00 61.80 0.00 0.00 61.85 0.00 0.00 61.90 0.00 0.00 61.95 0.00 0.00 62.00 0.00 0.00 62.05 0.00 0.00 62.10 0.00 0.00 62.15 0.00 0.00 62.20 0.00 0.00 62.25 0.00 0.00 62.30 0.00 0.00 62.35 0.00 0.00

2025-08-13_Stormwater Calculations NOAA 24-hr D 100-Year-2050 Rainfall=11.52", P2=4.09" Printed 8/13/2025 Prepared by Stonefield Engineering & Design HydroCAD® 10.20-5c s/n 10626 © 2023 HydroCAD Software Solutions LLC Primary Comparison (continued) Time Subcat E-2 Subcat P-2 (hours) (cfs) (cfs) 62.40 0.00 0.00 62.45 0.00 0.00 62.50 0.00 0.00 62.55 0.00 0.00 62.60 0.00 0.00 62.65 0.00 0.00 62.70 0.00 0.00 62.75 0.00 0.00 62.80 0.00 0.00 62.85 0.00 0.00 62.90 0.00 0.00 62.95 0.00 0.00 63.00 0.00 0.00 63.05 0.00 0.00 63.10 0.00 0.00 63.15 0.00 0.00 63.20 0.00 0.00 63.25 0.00 0.00 63.30 0.00 0.00 63.35 0.00 0.00 63.40 0.00 0.00 63.45 0.00 0.00 63.50 0.00 0.00 63.55 0.00 0.00 63.60 0.00 0.00 63.65 0.00 0.00 63.70 0.00 0.00 63.75 0.00 0.00 63.80 0.00 0.00 63.85 0.00 0.00 63.90 0.00 0.00 63.95 0.00 0.00 64.00 0.00 0.00 64.05 0.00 0.00 64.10 0.00 0.00 64.15 0.00 0.00 64.20 0.00 0.00 64.25 0.00 0.00 64.30 0.00 0.00 64.35 0.00 0.00 64.40 0.00 0.00 64.45 0.00 0.00 64.50 0.00 0.00 64.55 0.00 0.00 64.60 0.00 0.00 64.65 0.00 0.00 64.70 0.00 0.00 64.75 0.00 0.00 64.80 0.00 0.00 64.85 0.00 0.00 64.90 0.00 0.00 64.95 0.00 0.00 Time Subcat E-2 Subcat P-2 (hours) (cfs) (cfs) 65.00 0.00 0.00 65.05 0.00 0.00 65.10 0.00 0.00 65.15 0.00 0.00 65.20 0.00 0.00 65.25 0.00 0.00 65.30 0.00 0.00 65.35 0.00 0.00 65.40 0.00 0.00 65.45 0.00 0.00 65.50 0.00 0.00 65.55 0.00 0.00 65.60 0.00 0.00 65.65 0.00 0.00 65.70 0.00 0.00 65.75 0.00 0.00 65.80 0.00 0.00 65.85 0.00 0.00 65.90 0.00 0.00 65.95 0.00 0.00 66.00 0.00 0.00 66.05 0.00 0.00 66.10 0.00 0.00 66.15 0.00 0.00 66.20 0.00 0.00 66.25 0.00 0.00 66.30 0.00 0.00 66.35 0.00 0.00 66.40 0.00 0.00 66.45 0.00 0.00 66.50 0.00 0.00 66.55 0.00 0.00 66.60 0.00 0.00 66.65 0.00 0.00 66.70 0.00 0.00 66.75 0.00 0.00 66.80 0.00 0.00 66.85 0.00 0.00 66.90 0.00 0.00 66.95 0.00 0.00 67.00 0.00 0.00 67.05 0.00 0.00 67.10 0.00 0.00 67.15 0.00 0.00 67.20 0.00 0.00 67.25 0.00 0.00 67.30 0.00 0.00 67.35 0.00 0.00 67.40 0.00 0.00 67.45 0.00 0.00 67.50 0.00 0.00 67.55 0.00 0.00 Time Subcat E-2 Subcat

67.05 0.00 0.00 67.10 0.00 0.00 67.15 0.00 0.00 67.20 0.00 0.00 67.25 0.00 0.00 67.30 0.00 0.00 67.35 0.00 0.00 67.40 0.00 0.00 67.45 0.00 0.00 67.50 0.00 0.00 67.55 0.00 0.00 Time Subcat E-2 Subcat P-2 (hours) (cfs) (cfs) 67.60 0.00 0.00 67.65 0.00 0.00 67.70 0.00 0.00 67.75 0.00 0.00 67.80 0.00 0.00 67.85 0.00 0.00 67.90 0.00 0.00 67.95 0.00 0.00 68.00 0.00 0.00 68.05 0.00 0.00 68.10 0.00 0.00 68.15 0.00 0.00 68.20 0.00 0.00 68.25 0.00 0.00 68.30 0.00 0.00 68.35 0.00 0.00 68.40 0.00 0.00 68.45 0.00 0.00 68.50 0.00 0.00 68.55 0.00 0.00 68.60 0.00 0.00 68.65 0.00 0.00 68.70 0.00 0.00 68.75 0.00 0.00 68.80 0.00 0.00 68.85 0.00 0.00 68.90 0.00 0.00 68.95 0.00 0.00 69.00 0.00 0.00 69.05 0.00 0.00 69.10 0.00 0.00 69.15 0.00 0.00 69.20 0.00 0.00 69.25 0.00 0.00 69.30 0.00 0.00 69.35 0.00 0.00 69.40 0.00 0.00 69.45 0.00 0.00 69.50 0.00 0.00 69.55 0.00 0.00 69.60 0.00 0.00 69.65 0.00 0.00 69.70 0.00 0.00 69.75 0.00 0.00 69.80 0.00 0.00 69.85 0.00 0.00 69.90 0.00 0.00 69.95 0.00 0.00 70.00 0.00 0.00 70.05 0.00 0.00 70.10 0.00 0.00 70.15 0.00 0.00

2025-08-13_Stormwater Calculations NOAA 24-hr D 100-Year-2050 Rainfall=11.52", P2=4.09" Prepared by Stonefield Engineering & Design HydroCAD® 10.20-5c s/n 10626 © 2023 HydroCAD Software Solutions LLC Primary Comparison (continued) Time Subcat E-2 Subcat P-2 (hours) (cfs) (cfs) 70.20 0.00 0.00 70.25 0.00 0.00 70.30 0.00 0.00 70.35 0.00 0.00 70.40 0.00 0.00 70.45 0.00 0.00 70.50 0.00 0.00 70.55 0.00 0.00 70.60 0.00 0.00 70.65 0.00 0.00 70.70 0.00 0.00 70.75 0.00 0.00 70.80 0.00 0.00 70.85 0.00 0.00 70.90 0.00 0.00 70.95 0.00 0.00 71.00 0.00 0.00 71.05 0.00 0.00 71.10 0.00 0.00 71.15 0.00 0.00 71.20 0.00 0.00 71.25 0.00 0.00 71.30 0.00 0.00 71.35 0.00 0.00 71.40 0.00 0.00 71.45 0.00 0.00 71.50 0.00 0.00 71.55 0.00 0.00 71.60 0.00 0.00 71.65 0.00 0.00 71.70 0.00 0.00 71.75 0.00 0.00 71.80 0.00 0.00 71.85 0.00 0.00 71.90 0.00 0.00 71.95 0.00 0.00 72.00 0.00 0.00 Printed 8/13/2025

c— BLOCK 151.03 FR, DWELLING] BLOCK 164.05 LOTtt | FR. DWELLING FRAME DWEl az FRAME DWELLING FRAME DWELLING LING $ % | # FRAME DWELLING FRAME DWELLING ane BIN 2 BE BLOCK 151 % FRAME DWELLING FR Se FR. LOT 17.04 eS ARAG FRAME DWELLING | BLOCK 151.05 < & - barac ce EAGLE ROCK J ¢ 2 BLOCK 151.03 RAM BLOCK 151.05 BLOCK 151.05 BLOCK 151.05 BLOCK 151.05 LOT 13 We Oc 15 E DWELLING RESERVATION LOT 236 vor za4 LOT 231 BLOCK 151.05 LOT 12 BLOCK 151.05 LOT 228 LOT 225 LOT 240 * > oor SELES oa SEES SS = = = AV FTN BL Tae = v- =< a —_ 5 a v = v- > = 7 cares v > _ 3 v = v we ve, 1 S014 L Le , a —_ NG a a co a — é 7 a wenn Ce gy A a mm < WOODLAND AVENUE <= ( —\ Ss \ ~ . » \ NS 60" RIGHT AE yay PER Tax N > s 6 “ \ N MARY \ ~ gee CURB \ _ ~— 2 ~ peLgtan BLOCK SHEET FLOW mas PAVER l / ‘S50° 58° OQ"E .., 475.W0" / Paver e_-PAVER 0.0 MINUTES ra : A SEGMENT D2-D3 : iRoN / AREA E-| 3 FT @ 29.3% SLOPE on FOUND F _ | SHALLOW FLOW OND ; 14,526 SF. | IMPERVIOUS AREAS 4 F . Aad 0.0 MINUTES | \ \ \ ry ; 17,575 SF. | GRASS, GOOD (HSG C) e : BLock 152.02 Si - secs }\ 3LIOISF | TOTAL AREA SEGMENT D3-D4 \ 2 fe | -| 29 FT @ 3.4% SLOPE ! 18 | Bs = a BK , | S| SHALLOW FLOW lu BLOCK 152.02 | : 7 , a \ 0.2 MINUTES ¥ |. LOT 179 oa oa \ (gE / aH ea ; BLOCK 152.02 | eae ASPHALT a & BaASEME “ S ° . LOT 186 BLOCK 152.02 | FRAME DWELLING RANE S40 PARKING LOT amd 4 : na LOT 167 DWELLING le een cou — : -----~T7 e AW ae, [ SEGMENT D4-D5 gh 7 * 145 FT @ 2.2% SLOPE at \ es SHALLOW FLOW PARKING LOT . SEGMENT AI4- ALS SEGMENT Al-2- Al-3 . — 0.3 MINUTES eS snr 41 FT @ 2.44% SLOPE 4 24 FT @ 3.67% SLOPE [., \ - 1 & SHALLOW FLow [J SHALLOW FLOW yi a 0.3 MINUTES 0.1 MINUTES g oat" | ag, ~~ “GRASS PADDOCKS lg 7 poe ft eee <_< — j \ Ae IRAINAGE AREA LIMITS \. wns om gl Al-5) BLOCK 152.02 \ B 1 LOT 176 SEGMENT AI-3 - Al-4 4h ys on 33 -Al- 19 FT @ 3.89% SLOPE BLOCK 152.02 SEGMENT Al-5-Al-6\\ 33 FT @ 3.03% SLOPE SHEET FLOW F LOTS 176, 179 &181 30 FT @ 435% SLOPE | SHALLOW FLOW [oo 1.8 MINUTES i 150,302 SQ.FT. a) | SHALLOW FLOW 3.450 AC. FR. DWELLING a 0.1 MINUTES Sy \ Es . - ™ \ ave SEGMENT D5-D6 --——-- Bon ee? BLOCK 152.02 i cee 107 FT @ 1.0% SLOPE LOT 168 \ DRIVE 1 sToRy SHALLOW FLOW . BuILD 1.1 MINUTES: 50° 58" 00"W \ —~ T 15.00" \ Nn | Ne ns ----7 7 OFFICE BUILDING Oa 491.32 INDOOR RIDING RING \ \ -<- INV. 488.2 + STORY \ om JILDING ~L Bee | ~ BLOCK 152.02 \ \ LOT 165 ) \ \, GRAVEL , \ 4 mn oo AREA E-2 | wan \

W \ —~ T 15.00" \ Nn | Ne ns ----7 7 OFFICE BUILDING Oa 491.32 INDOOR RIDING RING \ \ -<- INV. 488.2 + STORY \ om JILDING ~L Bee | ~ BLOCK 152.02 \ \ LOT 165 ) \ \, GRAVEL , \ 4 mn oo AREA E-2 | wan \ DRIVE | 35,530 SF. IMPERVIOUS AREAS \ \ - / 58,832 SF. | GRASS, GOOD (HSG C) \ \ \ Pa o / 4,420 SF, | WOODS, GOOD (HSG C) | “0 ey UPPER & 27,460 SF. SAND RIDING RING = in FR. GARAGE eee AWN 17,504 SF. GRAVEL SURFACE \ SEGMENT D6-D7 ¥ cannes IX . 143,746 SF. TOTAL AREA \ mM we wa USDA SOILS DATA Zi \ | . \ 0.7 MINUTES \ SOIL. TYPE: BouB wi" BOONTON-URBAN LAND-BOONTON SUBSTRATUM COMPLES, Ze BEPIM TO WATER TABLS > 80 INCHES xen WA’ TAI > INCHI ae. BLOCK 152.02 DEPTH TO BEDROCK: > 72 INCHES. w > LOT 162 (s) B= ™~ 5 FRAME DWELLING — SAND RIDING ARENA a ~ We ™ we — — — —w — — am su, somen io FRAME DWELLING ne TR, ASPHALT PAvERS| Stites a PARKING LOT —— SEGMENT D7-D8 27 FT @ 3.7% SLOPE SHALLOW FLOW wer od 0.1 MINUTES . ns SEE a past > Sr oss TOTAL STUDY AREA: 175,847 S.F. os 5 N R DRIV! 38 af e y ny Z \ 25 aie i - et = SEGMENT D8-D9 725.00 ZT P.O. A\Y y SEGMENT D10-DI1 24 FT @ 4.2% SLOPE ~ ~ | / 16 FT @ 12.2% SLOPE “ SHALLOW FLOW FELGIAN BLOCK S _ $ SHALLOW FLOW (09) 0.1 MINUTES “ Tr cee = YW Se l ene — “enue \ 0.0 MINUTES “ | - 7 craven a | GRAVEL a | = | \ [SEGMENT D9-D10 CANNON STREET | STORM, Mi) , = \ M SEGMENT D12-D13 \ 17 FT @ 11.7% SLOPE <S0’ RIGHT OF WAY PER TAX "ait mive ve & j avers | PAVED wean \ NS | D 52 FT @ 5.8% SLOPE Ig IN SHALLOW FLOW MAPD \\ J on 2 sw Ly ae SHALLOW FLOW oy, 0.1 MINUTES \ 2 aa aH = == *0 | \ NICHOLAS AVENUE\. y 7 — a re ‘eg mT ee sis a === _ f = \ cso" GET my way eR Tax US sptan un woomon > mw JO a SEGMENT DI-DIZ, KE =ES=/ peut sock [oo | 2 INLET \ 4 & TER TOiMSHP RECORDS s _ 7 a 7 FT @ 28.6% SLOPE | \ y | ee Z 2 ——<—————— —_— SHALLOW FLOW s wo. mi aM aaa hv. 1889. 0.0 MINUTES > / = RiM 48131 BAFFLE WALL TOP 478.39 ey J ) Inv. OUT" 476.97 15" ROP \ i BRIDLE |paTH | \ \ BUILDINGS WITHIN 200 FT., EXCEPT | INV. 480.08 Y \ — Zo BLOCK. 152.27 \ ADJOINERS, WERE SCALED FROM ~ ~~ F GOOGLE EARTH PRO IMAGERY | BLOCK 152.26 - FRAME DWELLING \ | | LoT14 | BLOCK 152.26 BLOCK 162.26 BLOCK 152.26 BLOCK 152.26 LOT6 LOTS BLOCK 152.26 \ LOT 10 LoT7 LoT4 BLOCK 152.26 BLOCK 152.26 | BLOCK 152.26 Lots | LOT3 BLOCK 152.26 LOT9 LOT 2 | i ft FRAME DWELLING FRAME DWELLING EXISTING DRAINAGE AREAS PLAN FRAME DWELLING FRAME OWELLING | FRAME DWELLING \ Sheet

BLOCK 152.26 BLOCK 152.26 | BLOCK 152.26 Lots | LOT3 BLOCK 152.26 LOT9 LOT 2 | i ft FRAME DWELLING FRAME DWELLING EXISTING DRAINAGE AREAS PLAN FRAME DWELLING FRAME OWELLING | FRAME DWELLING \ Sheet DA-1 FRAME DWELLING FRAME DWELLING | FRAME DWELLING \ \ | FRAME. DWELLING FRAME DWELLING PROPOSED SITE IMPROVEMENTS | REFERENCES MONTCLAIR STABLES | THE HORIZONTAL DATUM IS NAD 1983. THE VERTICAL DATUM IS NAVD 1988 —S TAX MAP SHEET 77 | — | ASSOC, INC. 2204 MORRIS AVENUE, SUE 103, PO BOX 1717, UNION, NEW JERSEYS THE TOWNSHIP OF WEST ORANGE et _=—_ = __ DATED DECEMBER 12, 2024 ESSEX co UNTY, NEW JERSEY id CORT IStIe ecoeon INDICATED ON THE REFERENCED SURVEYS WAS TAKEN FROM CANNON STREET <S0’ RIGHT OF WAY PER TAX MAP? . . ° . Sy Certificate Of Authorization Nox 24GA28204400 213 NEWTON SWARTSWOOD ROAD, NEWTON, NEW JERSEY 07860 973-219-7546 | RMCNJPE@YAHOO.COM AUGUST 20, 2025 Chet 1 ORIGINAL DWG. DATE ROBERT M. CUNNINGHAM JANUARY 6, 2025 PROFESSIONAL ENGINEER N.J. LICENSE GE31540 GRAPHIC SCALE 60 120 SCALE: 1°=30"

BLOCK 151.05 FRAME DWELLING FRAME DWELLING FRAME DWELLING -— FRAME DWELLING FRAME DWELLING LER sPWELLING] BLOCK 151.05 Lor 11 BL OT 12 LOT 12 io} BLOCK 151.03 FR. OWEN 151.03 Lo 1 EAGLE ROCK RESERVATION FRAGE 2B0ELLING BLOCK 151.05 les ! FRAME. DWELLING Zo 3 ; FRAME DWELLING we LOT 236 b 2 b BLOCK 151.05 BLOCK 151.05 BLOCK 151.05 BLOCK 151.05 None esate BLOCK 151.03 BLOCK 151 LOT 240 LOT 234 LOT 231 LOT 228 BLOCK 151.05 i < 9 | 8 LOT 17.01 LOT 13 Ne \ 4 J,® \ / v B INET A bg INLET EFT BETA He TT = = = = 7 ER EGR eae PROPOSED DOG HOUSE — v v v ah v v v < a / 2 a 2 RIM = 488.74 4 2 7 e <- * ¥ / < 7 2 WOODLAND AVENUE _ A009 out \ BN ¢ TAPER TOR OF CURB anon «50° RIGHT_OF WAY PER TAX MAP) / \ “BBR. Cha Peele SOE ‘ ~ R \ gomset —_sydeu mi SS \ 6 gr te —_# ) ~ \ \ \ \z SEGMENT DI-D2 FIM 483.55 Ree ae SEGMENT B6-B7 SREP \ SL SS Te s9398 ~ \ BEL Lack \ \ASET 4 FT @ 24.1% SLOPE ne 26 FT @ 3.1% SLOPE — PRVER SBP OGE arate =| SHEET FLOW i o } SHALLOW FLOW _|WALK ae an LK $50 IDE 554) 475.40 PAVER ALK 0.0 MINUTES - 0.1 MINUTES SEGMENT B3-B4 SEGMENT BI-B2 al = SEGMENT D2-D3 — nee PROPOSED 15” RCP OL. 5: j \ 41 FT @ 2.2% SLOPE. Ffaa4 23 FT @ 6.5% SLOPE 3 FT @ 29.3% SLOPE FOUND _ A (86) SHALLOW FLOW SHEET FLOW 3 AREM PI SHALLOW FLOW PROPOSED TYPE D MLET-< A oe 0.2 MINUTES 1.7 MINUTES z 0.0 MINUTES GR. 489.3 8 Kee ai > | 11,6988. | IMPERVIOUS AREAS INV. 486.3 : = 9 3 GENTS Sa Nv ® Zana wows. | Grass, GOOD (56 ) | SENET DED BLOCK 152.02 / 36 FT @ 2.8% SLOPE | x 43 FT @ 4.7% SLOPE ! 135.699 449666 11,500 S.F. ce LOT 172 ‘" SHALLOW FLOW fe SHALLOW FLOW | | SEGMENT B2-B3 PAVER TOTALCARE SHALLOW FLOW s ( 0.2 MINUTES 0.2 MINUTES | 9 FT @ 1.1% SLOPE Fr “3 32,238 SF 0.2 MINUTES Pare i ie fs : 4=| SHALLOW FLOW IS |e Dt 0.1 MINUTES BLOCK 152.02 2 s7urY | Ree BASEN LOT 186 FRAME DWELLING FRAME 84. aS 7 e328 yesnss BLOCK 152.02 DWELLING 9 [3 4 ( — SEGMENT D4-D5 LOT 167 2 co ASPHALT ce | se S50° 58 00"E go" - BLOCK 152.02 FR. DWELLING Lor 468 BLOCK 152.02 LOT 165 BLOCK 152.02 LOT 162 FR. GARAGE 3 zi \Y We A >t \\ < &, oe Fa a we Ee FRAME DWELLING ASPHALT N33” 03" 00"E i priveway DRAIN PIPE- 4 i \ \ \ \ TORY AL DING \ A INLET wie-ee TOP: 489.7- AREA P-2. \ 34,911SF. | IMPERVIOUS AREAS \ 69,978 SF. | GRASS, GOOD (HSG C) \ 22,575 SF. | SAND RIDING RING \ 16,145 SF. GRAVEL SURFACE \ . 143,609 SF, | TOTAL AREA \ iv \ | lh INDOOR RIDING RING \ \! 4 \ \ \ ' PROPOSED