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SHED F yi.•�' 50' WETLAND BUFFER MARKERS TO BE
BR none
� / �®�' � PLACED APPROXIMATELY EVERY 50 ON
WATER 44 �- / — / wv:{ �G CENTER ALONG THE 50 WETLAND BUFFER
MOTTLES 25 OU
TD 88
0-11 Topsoil dark brown fine sandy loam NX
11-25 Subsoil strong brown sandy loam
25-88 Gray brown loamy sand with mottles.
TP1 B C �� / / y 6 FELT
OG co. / O
BR none / / s'� 092
WATER 32"
MOTTLES 25" r'
i
TD 91"
- i sand loam FERC TEST DATA J PROVIDE WIDE
0 5" Topsoil brown fine y
40 o 40 so GR EL AC ES ' ��
pERC 1:
5-25" Subsoil strong sandy loam 4„ �/ //
25-91" Gray brown gravelly loamy sand with gray and brown mottles TOTAL DEPTH _ 2
1 SCALE: "=40' 00sNET
PRESOAK AT 10:45 /� 2045
TP 1C2:16 2:16 - 10"
BR none
2:20 — 12" 7 12/20/04 Misc. Revisions Per S.T.C. Comments
" 6" SOIL COVER
WATER 43" 2:28 - 14" DESIGN DATA (MIN.)
NON -WOVEN FILTER FABRIC 6 11/22/04 Misc. Revisions Per S.T.C. Comments
MOTTLES 33» " OL T 1 OVER STONE 5 8/27/04 Building Use Note Added & Road Renamed LA Enslineers, Inlom
" 2:32 - 15 FINISH
TD=90 PRIMARY SYSTEM:
2:36 - 16» PERCOLATION RATE: 10.1 TO 20 MIN/IN (12.$ MIN/IN} GRADE 4" PVC PERFORATED PLASTIC 4 8/18/04 Misc. Revisions CIVIL •STRUCTURAL •SURVEYING
0- 7 " Topsoil dark brown fine sandy loam. 2:40 - 16 1/2" 10,000 SF BUILDING - 350 GPD DISTRIBUTION PIPE (ASTM D 3033) s 8/11/04 Misc. Revision
P
7-48" Subsoil strong brown sandy loam with silt and stones and mottles at 33". 2:44 - 17" APPLICATION RATE: 1.2 GPD / SF ONE INCH CLEAN BROKEN 2 7/28/04 Misc. Revisions
" 2" STONE OR SCREENED GRAVEL 1 7/15/04 Mico. Revisions Per Town Comments 317 Main Street Norwich, Connecticut
48-90 subsoil mixed gray and yellow brown sand loam with silt and stones and mottles 2:48 - 17 1 /2" REQ. EFFECTIVE LEACHING AREA=(350 GPD)/(1.2 GPD/SF)=291.7 SF
2:52 - 17 3/4" USE A 12" DEEP x 48" WIDE TRENCH No. Date Revision (860} 886-1966 Fax (860) 886-9165
TP 1 D 2:56 - 18 1/4" EFFECTIVE LEACHING AREA OF TRENCH = 3.0 SF/LF 12" INVERT Project No.
3:00 - 18 1/2" LENGTH OF TRENCH REQUIRED=(291,7 SF)/(3.0 SF/LF)=97.2 LF 6" Lombardiravel & Excavation cis -3187
BR none 3:04 - 18 3/4" DEPTH TO RESTRICTIVE LAYER: 25"
WATER 35" 3:08 - 19" SLOPE: 5.5% 48" WIDTH _
Proj. Engineer
MOTTLES 27 3:12 - 19 1/4" HF=34 FF=1.2 PF=1.5
" „ � , E.M.B.
TD 83 3:16 - 19 1/2" MLSS=(34)(1.2)(1.5)=61.2 LF 18" Ombardi us�ness Park Date:
USE ONE ROW OF 100 LF MAY 2004
0- 10 " Topsoil dark brown sandy loam USE LAST 30 MINUTES LEACHING AREA PROVIDED = 300 SF MOTTLING 1 Montville, Connecticut Sheet No.
10-27" Subsoil strong brown sandy loam with stones FROM 2:44 TO 3:16 - 2 1/2" DROP LINE
27-83" Gray sandy loam, sandier at 43" and below 32 MIN / 2.5 IN = 12.8 MIN/IN RESERVE SYSTEM:
PERC RATE = 10.1 TO 20 MIN/IN USE SAME DESIGN AS PRIMARY SYSTEM 12" LEACHING TRENCH
NOT TO SCALE Lot Layout: Lot 1
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