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HomeMy WebLinkAboutSite, E&Sz CL r d' 0 0 cli {ci V psi 0 a s: 0 .P4 m e CD N 0 w cv I-- 0 s X " r y r� - ��._. —5-0"5EE SHEET -1 �- ams 41$ 40b S 414 ,! SEE HET E) , 4 - 30 SETSACK r 15" FEU siVYJ ---INVm 4060 .Scab 404 _�- smi , 1 l r!,C` -26, } ,a / + SF 9 Ur 'UX / I,,. -•.- ".4z to SED 3 BEDROOM WOMEi I, ® ti RADIUS d f kyr' !ur- UF 42 ` / ---- ^- —_ 034b 11m r Up X13 A 941., �� I ,/ UF s ,� '354 SILT sem' ! _ L CE P PRIMARY SYSTEM SILT FENCE --'r f ( FOOTNt3 / f IQMRVE SYSTEM DRAIN 9�8 335 , / { 000 a11 1 SEPTIC T WETLA240 y pqr LfMIT OF _ CONSERVATION . 62 EASEMENT X6371 up UF up ®'� *° 9 tli�7 uF tii'e UIC \ UFX74 934 '°, _ x•11 � up t °.512 911 j t TEST HOLES RECORDED BY AMANDA ACHMATOW s ROBERT RSO � t � 1`- `�, '�'` � � .'��8 ,379 ON NOVEMBER 19, 2002 -. up { F2EPTIC 81$= OF -04" ,.Q1_` \ A Tib 'fid �' 0311 ,� 1 9� TOTAL DEPTH PRIMARY SYSTEM: 1 SUP 0"-9D" FINE TO VERY FINE GRAY, GRAY BROWN, ORMN SANE? PERCOLATION RATE: I TO 10 MEN.lINCH •SAND t GRAVEL IN NORTH SIDE OF CORNER 3 BEDROOM DOUSE FIX bs NO BEDROCK ♦a 0 40HNC: EFFECTIVE LEACAfWA REWIRED � 4SS OF !� 8'1" WATER �� k � e � ' c " MGiT'i'LINCa USE A 12",MP x 48 WIDE Tat �yf� SCALE: 1"•44' EFFECTIVE LEACHNG AJQEA OF TRENCH • 3 $FIEF TRIM LENGTH OF TRENCH REWIRED ■ (495 SFX3 OF/LF) 165 LF 104" TOTAL DEPTH SLOPE ■ 4% � � °. � `--• 0"-b6" LIGHT BROWN, t3RAY BROWN °LAND DEPTH TO RESTRICTIVE LAYER ■ 43"(- a` 56"-84" d&AY BRA, DARK B BAND • GRAVEL. HF.•36 FF■18 PF.•i.© MLS$ REQUIRED * 54 LF �'c NO TOPSOIL USE THREE ROWS OF 60' AT 9' OCG. ` .,�` � ' ' ' `-`� �� NO BEDROCK LEACWrWa AREA FROVIDED i3 540 SF NO ITER NO 1110TTLIPrj RESERVE S rSTEM: USE SAM CEStGN AS PRIMARY SYSTEM 96TH " TOTAL DEPTH 0"-911 YELLOW BROWN SANDY LOAM TOPSOIL ' e"-11" PALE BR:' 4 N FM BAND DARK GRAY SAND SATURATED NO BEDROCK NO WATER 48" MOTTLING LOT 5 - PERCOLATION TEST DATA:IHM 11411 TOTAL DEPTH 0"-13" YELLOW BROWN SANDY LOAM TOPSOIL 13"-43" MIEDIUM TO FINE PALE 5ROUN SAND 4311-114"DARa"'K CRAY, GRAY fBRO1IJN FINS SAND NO BEDROCK 9111 WATER 43" MOTTL NCs YHIS IS AN ORIGINAL 1W DRAWING PRODUCED BY CLA ENGINEERS, i TOTAL DEPTW - 20" PRESOAK AT 9:22 AM 10:24 - 15" 10:26 - 11.12V' 10:29 - 18.5" 10:30 - 19.25" 10:32 - 20" 10:34 - 21" 10:36 - 22.5" 10:38 - 23.5" 10:40 - 24" 1041- 26.5" 11 MIN/ 11.5 IN = 1.5 MINAN PERRL. RATE: I - 10 MEN. 6" S+tOIL. =\-SR (MN.) --1 FNISW GRADE ME VN NON -WOVEN FILTER FABRIC OVER STONE d PERIF 11 PVC ORATED PLASTIC 'L' 1"IDUTION PIPE (ASTM D 3033) ONE INCH CLEAN !BROKEN STONE OR SCREENED GRAVEL INVERT (Pit _T MOTTLING LINE 12" x 48" LEACHNG TRENCH NOT TO SCALE �!A Engineers, Inc. CIVIL - STRUCTURAL - SURVEYING 2 10/2e/o3i Health Dept. Comments 1 io/3 o3 Health Dept. Comments 317 Main Street Norwich, Connecticut No. Date Revision (860) 888--1986 Fax (880) 886-9165 Project N ,�,,��11l31tti/!`�! ���:Ni 1 ENTEPPPM CL& No. --2831 4' SOF GOMI 0/i. ss IF Pre j. Feer EERRI GE SUBDIV I I E.M.B. X � �� Date - X C NNECTICUT' � 'mum' Sheet No. ONAL, U''411111% WE / ERC" CONTROL- PLAN 11111] � � f�'R' 1 ' 1 �Jill Jill 11Jill Illy 111111111111�1�1���1 1 1� {11953 0 INCHES 1 2 3 4 ro z T 0 G 00 O a o z a C �Z p n n m z D z x 0 0 m 0 m0 zz o z m m • D 14m 0 m Z rA Is N i z X 0 i 6 0 EU z a) Ln 33 z In C a z J>