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Zoning ReviewE LDISTRIBUTION BOX LEVEL STABLE BASE COMPACTED LEVEL STABLE BASE (_ F . h�k , .� A [11 0 V fo a_ C 0 0,3 — v 2 3: 4 5 6 7 ESTATE' ESTATE /! 0 LOT M LOT 2C Ji ESTATE LOT 2A 18 77 76 15 14 13 O ESTATE ESTATE " -54 LOT 2D LOT 2E �O 74 7Z SCALE: N.T.S. LOCUS ' MAP (A f LOAM C8) 1 tAv— L O A M (C,) CCZ) _ DESIGN DATA T PERC, RATE= 5 Ml �/l � PERC, RATE:— ) M��/%tA WATER TABLE; 6o" r�L g7, �;7� l WATER TABLE_ 4-'' �1rL.:87• 7) Design Perc,?_ z© r , I "/l i4 (c. LA-56 Design Ftow-.4 be-drooms .x ,110GPD/bedroom=440 GPD PERC, TEST PERFORMED BY, CORREIA'S ENGINEERING INC. System Design- A40 .GPD/0.53`GPD/S.F,= �50 S.F°Xmin) SOIL EVALUATION PERFORMED BY. - Use Leaching Fietd! Zo' x 42 = 1�40_ S.F,_ _ WITNESSED BY: CHRIS MICHAUD GENERAL V061"ES, 1. All work mustbe; in accordance with the Massachusetts Department of -LOT SHOWN IS LOCATED WITHIN AQUIFER PROTECTIONEnvironmentol Protection Regulations' 310 .CMR 11.00 & 15.00 (Title V) and any local Board of Health Modifications. DISTRICT ZONE III, MAXIMUM LOT COVERAGE OF 10%. 2. No modifications shall be made to this system without prior written approval by the engineer and the local Board of. Health. L..UIN IIN lT nE kq U InBIVInIN I Z-): -`' 3. Engineer and the Board of Health must ' inspect the completed system prior to backfilling. h. Elevations shown on plan are based on an - subdivision datum. ZONING 1S SRB -SINGLE RESIDENCE B . .; 5. Heavy equipment shah not be ;run over ;the disposal system. MINIMUM LOT FRONTAGE 200.00- 6. All unsuitable soil is to be excavated from the .Leaching Area MINIMUM TOTAL AREA 60,000 sq. ft. as shown on plan, and bpckfilled with clean gravel or coarse sand as specified in 310 CPR 15.255(2). SECTION 6 CLUSTER DEV. -.REQUIREMENTS 7. Washed crushed stone shall be free of 'iron,. fines and dust. MINIMUM LOT FRONTAGE 100.00' 8. Septic tank,. distribution box, etc. sholl be manufactured by, Rotondo & MINIMUM TOTAL AREA 40 000 S ft. Sons Inca or approved equal, and installed per manufacturers specifications. Grout shall be used to provide a water tight seal at .aH joints where pipe (FRONTAGE MAY BE REDUCED TO 50' ON enters or leaves a concrete structure. TURNING CIRCLE OF ROAD TERMINATION.) 9. Outlet distribution lines shall be level for a •minimum'_of the first two feet MAXIMUM % LOT COVERAGE `107, of their length as specified in 310 CMR-15.232(3). 10. A Board of Health certificate of Compliance as required by 310 CMR 15.021 SETBACK REQUIREMENTS: must be,, obtained by contractor upon completion of work. MINIMUM FRONT YARD 20.00 11. Distribution lines , to be capped at outlets. MINIMUM SIDE YARD 15.00' 12. This system is not designed for a garbage gr-nrler. MINIMUM REAR YARD 155 00'. BLDG. SHALL NOT EXCEED 35 PLAIN LEGEND EXISTING CONTOURS O LOT COVERAGE 3900 _ 97% < 10 /o O.K. 2$ _ SEPTIC TANK PROPOSED CONTOURS DISTRIB UTION, BOX RESERVE L1=ACH ,AREA ..�OY� �'�i'!' 'COI' 'COI' '�Oi► sue• '•�'I'� API'•-�i'�-•A�►'• OI �di►' '� i�-�4'I_•.�s'I_-s'y^''�Of •'�i'I'' tea' ..��, mug wryl- Ely •IF,i ••� TYPICAL MACH"1''G F'� X-- ECTION '��;4UTH ..� _R Not To Scale ritt;1V �-, BOARD OF HEALT7W MTV , e Re3Ub'D1tted SEE REPORT 2 21999 Dtte of Reee*� 5� 9 O a_Q a_a_a_a o_a , a aoa°a P.E. STAMP SUBSURFACE SEVER GE DISPOSAL SYSTEM CLIENT] LONG REALTY e ° Tea '717;A 658 ROCKDALE AVENUE si c� ":,a NEW BEDFORD, MA 02740 r F .., lad 14ILL� CLU�TEI? SUD��TT,�aa++ ISI/�/.;} �. f��yq;��`,+ #Ly+I��` �, i sU Divisi6d:1. L(1�� i6i 4 i I' � a� 4 :s IFS( PE LIMIT OF EXCAVATION P.L.- .'TAMP E1113TH—EI;IN"i � t SI SI'I VICES 5 FARMIrMIS Cl CLE 5747 eA DWG, NO DATE_ 1i;t� LEE AZR4`H7T'A _ f