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25.230 - Site and Sewage Plan (Copy 2)
LOCATION MAP (kTl, ) Benchmark set cont. block under shed E1.=9929 (Assumed) x 98.37 vo,�Q rr1i � �< ASSESSORS MAP, PARCELS FLOOD ZONE, �U I U%POLILWL,�� I� REFERENCE+ IA.1 1 (03 ) C! OAP__ _ �h QV O� 4 Qu X 98.98 7y. Approx, prop. P. !/nes 'rT C� Shed 98,7 �i/ 4° A SEPTIC 0 J Deck a �a 98. 9 18 5 TDr=100.73 ._ / OA1d 9.11 80.00, -Edge bfPc6vem— en`J�"'^-i 98.92 ...:_ 14.FT Rp�ll! 59il J319 1.117 1 10 1500 44: �vw�P cc�wl$rr� Ig1+3 Hit lb(70 (�(ta'L,...�?t►-�K.' a?��� 0� � l�a�'`+ X 99.31 98.99 99.19 100.02 3 X 98.94 9.0 hed 9 70 O O 99 99.24 337/5 �e Off'%ti 72 TEST H❑L_E ,L—❑GS - - 1 N❑TES_ SOIL EVALUATOR I ! 'mo_ 1. VERTICAL DATUM, utic WITNESS, >v± /bu—i l�7U-l! ��j DATE, �`� Ib 2, MUNICIPAL WATER �7 AVAILABLE. 3. SCHEDULE 40 PVC PIPE TO BE USED THROUGH T" fYSTEM UNLESS PERCOLATION RATE, PERCG 7/ t OTHERWISE NOTED. l�tt /�%�D_{�/�_L�, t /FQ')j7. 4. ALL PRECAST UNITS TO CONFORM WITH AASH 0+ TH-1 TH-2 5, PIPE PITCH - 1/4' PER FOOT UNLESS OTHERWISE NOTED. 1� 6. ALL CONSTRUCTION DETAILS TO BE IN CONFORMANCE WITH MA, ENVIRONMENTAL ;�` �.I CODE (TITLE V) AND LOCAL REGULATIONS. L"J 7. CONTRACTOR TO VERIFY LOCATIONS OF ALL UTILITIES PRIOR TO CONSTRUCTION, f �jp SEF'TI`C SYSTEM DESIGN -- �i�-.-__LP._1_ ___a ._z._-w�N , c FLOW ES -TIMATE _ 1Z (l-fl�J X11.+ WtSG f'D'+_ ..V1�1�1Z�ttO r Q cxt x 99.79 Z'gM 4D q7�3 Scale, 1'=zo' )D6Dj � w11� Ll -h wl�E 0' 20' 40' 60' (4.ncu�t/.j�fLpL D� ., _ �% i'i 37_�SI,wL �'��Dv1�_uw�- ti O,l hGEl�4T �IYLUIITi OwITON, _. ----- I �_,Ajj wvexA 5 BIED ROOMS AT 110 GAL/DAY/BEDROOM = � GAL/DAY SEPT/IC TANK /fin GAL/DAY x 2 DAYS = I(l(/ -. GAL - 1 rntCae USE GALLON SEPTIC TANKUl�Awa5 L? Yip - P - l- C�2tylDE/2 6-1t5; is (5,2t_L_Mlt.l _C .... 7SOIL ABSI RF)TrnN SYSTEM- -- —. -- -- '7Cnfar ✓L -n, UL -4 E -TO -:5,%4 ttb' lZeQ 'J PP 5 WE V` f (-c- I t%)f)-,g 15001 ,, 7< 5b - /s, z/2 ),5P7;V 7,7) (�fL%r �� C�/ r�2`r �� r--i�q�j. � �zE��_'>✓ ?7t20�OSr� � / U�,^r'2.//g.a1C�- SIDE AREA,�EQI --- j BOTTOM AREA, SEPTIC SYSTEM SECTI❑NYs� _ G ` ELEV d uAVV 7 Sltii1JLJ1V �gySON 2� F � v DATA = 6 �7- �.,U,u, 7__— 12 — ELEV 0%Ott GAL SEPTIC TANK ELEV CyGY r ER 721 ,q /';4HEALTH AGENT 99, � a` awl 1I�1"CL ib0 2" o�g�dv3� wWyK7{d2�3tZw-1+2. �+��tw,x/ l 14'75l1 �S17 {< �y ELEV �nrys�c�rzwv, _�a�2 �.. 93,97 SITE AND SEWAGE PLAN 1. LOCATION: PREPARED FOR, DAVID B. MASON, R.S. DBC ENVIRONMENTAL DESIGNS EAST SANDWICH, MA (508)833-2177 SCALE,- i '_ Z_ DATE+