Conservation Commission Agenda (linked)
agenda center agenda
| Board/Commission | Conservation Commission |
|---|---|
| Meeting Date | May 23, 2024 |
| Pages | 2 |
| File Size | 0.3 MB |
| OCR Status | Searchable (OCR processed) |
| Source URL | Original |
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Full Text (OCR Extracted)
BASIN TOP ELEV.: 131.50 — T Se EE SPILLWAY ELEV.: 131.00 — 1.4°+ OF FREEBOARD TOP OF GRATE ELEV.: 131.00 | —<——_—_— 100—YR ELEV.: 130.06 \ SO-YR ELEV.: 128.42 ———— 25-YR ELEV.: 127.92 LOW-LEVEL 2” DIA. ORIFICE ELEV.: 128.50 35,5004 C.F. OF WQV _ 1,350+ C.F. OF WQV PROVIDED PROVIDED UP TO a 1O—YR ELEV.: 129.17 UP TO TOP OF RIPRAP BERM LOW-LEVEL ORIFICE yo (103% OF WQV) (267% OF WQv) ELEVATIONS FOR 5-YR ELEV.: 128.80 THE ENTIRE \ \ \ / BASIN FOR THE a 2—YR ELEV.: 128.46 a Aa 5 7 1-YR THROUGH ee \ Jot \ y 100-YR STORM 1-YR ELEV.: 128.10 ———aZ 4 aaa te » RIPRAP we STORMWATER pp PP SN WQV SEDIMENT FOREBAY to a SEDIMENT! 7 MANAGEMENT BASIN | (1,313+ S.F. REQUIRED) = /)YFOREBAY QQ ia KIA IL © = LOS <= — — 1 see ) Cy eo aN i BASIN BTM. ELEV.: 127.00 is eee APPROX. 15” HDPE r r r r f Oo PIPE INLET APPROX. 12” HDPE OUTLET CONTROL ——= PIPE OUTLET STRUCTURE /\ BASIN 1B CROSS—SECTION DEPICTING STORMWATER ELEVATIONS HORIZ SCALE: 1°=4’, VERT SCALE: 1”=1’ DATE: SCALE: PLAN PREPARED BY: MAY 21, 2021 | AS NOTED BASIN CROSS-SECTION D) G © INDIGO LAND DESIGN, LLC JOSEPH WREN, P.E. DRAWN BY: CHKD BY: PREPARED FOR 1721, LLC eRe CT REG. NO. 21090 RG JW 430 MOHEGAN AVE. PARKWAY & 23B OLD NORWICH RD. 40 ELM STREET, 2ND FLOOR OLD SAYBROOK, CT 06475 TAX MAP 76 LOTS 10164 & 5600 DWG. NO.: SHEET NO.: PHONE: (860) 388-9343 BCS-1 1 of 2 by D WEB: INDIGO-LAND.COM \ 100-YR ELEV.: 128.98 Re BASIN TOP ELEV.: 130.50 TOP OF GRATE ELEV.: 10.00 | SPILLWAY ELEV.: 1.5’+ OF FREEBOARD 6.0’ ELEVATIONS FOR THE ENTIRE BASIN FOR THE 1-YR THROUGH 100-YR STORM EVENTS (TYP.) BASIN BTM. ELEV.: PIPE INLET Yeh 50-YR ELEV.: 128.42 LOW-LEVEL 2” DIA. 25-YR ELEV.: 127.92 ORIFICE ELEV.: 127.00 20,100+ C.F. OF WQV PROVIDED UP TO LOW-LEVEL ORIFICE (508% OF WQV) 10-YR ELEV.: 127.20 ' i L \ VA STORMWATER 5—YR ELEV.: 126.56 4,000+ C.F. OF WQV PROVIDED i / UP TO TOP OF RIPRAP BERM | (101% OF WQV) fo Ny) | LA 2—-YR ELEV.: 125.74 Ee =_ aia Po eae \ - > 1-YR ELEV.: 125.18 la C? if, ST aie \ | —— WQV SEDIMENT FOREBAY ; ee I AN TM, STORMWATER | | | SZ | fo mee ee (3,955+ S.F. REQUIRED) OG 4 )< 7SEDIMENT ) AN MANAGEMENT BASIN A ky pai ee p= 3, a 24 a wa OS mA OS \ x! 1 | Pp 130.00 — 6.5" OUTLET CONTROL ——= STRUCTURE PIPE OUTLET \/\ BASIN 1C CROSS—SECTION DEPICTING STORMWATER ELEVATIONS HORIZ SCALE: 1°=4’, VERT SCALE: 1°=1’ BASIN CROSS-SECTION DATE: SCALE: MAY 21, 2024 AS NOTED DRAWN BY: CHKD BY: RG JW DWG. NO.: SHEET NO.: BCS-1 2 of 2 PREPARED FOR 1721, LLC 430 MOHEGAN AVE. PARKWAY & 23B OLD NORWICH RD. TAX MAP 76 LOTS 10164 & 5600 WATERFORD, CONNECTICUT 40 ELM STREET, 2ND FLOOR OLD SAYBROOK, CT 06475 PHONE: (860) 388-9343 Smart Growth by Design J) PLAN PREPARED BY: INDIGO LAND DESIGN, LLC JOSEPH WREN, P.E. CT REG. NO. 21090 WEB: INDIGO-LAND.COM