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Home My WebLink About46 FOSTER ST Site Plan - Plans - 46 FOSTER STREET 1/24/2025 NOTES 1.) ALL FILL BENEATH THE SOIL ABSORPTION SYSTEM SHALL BE IN CONFORMANCE WITH 310 CMR 15.255 (3) AND SHALL BE WASHED SAND. N/F 2.) ALL STONE TO BE DOUBLE WASHED AS NECESSARY AND FREE OF IRON, FINES, AND DUST. PACIFIC REALTY TRUST 3.) THIS SYSTEM IS NOT DESIGNED FOR USE WITH A GARBAGE GRINDER. 4.) REMOVE ALL TOPSOIL, ROOTS AND SUBSOIL AND REPLACE WITH SPECIFIED FILL WITHIN 5 FEET OF SYSTEM. FILL SHALL BE IN CONFORMANCE WITH CMR 15.255 (3). 5.) COVER MATERIAL OVER THE SYSTEM SHALL BE FREE OF CLAY, STONES, MASONRY, g� STUMPS, OR WASTE CONSTRUCTION MATERIAL. THE TOP 3" SHALL BE LOAMED AND SURFACE SEEDED. MACHINERY WHICH MAY CRUSH OR DISTURB THE ALIGNMENT OF 165.0 _ THE PIPES IN THE DISPOSAL AREA SHALL NOT BE ALLOWED. 6.) FOUNDATION DRAINS ARE NOT TO BE INSTALLED WITHIN N A T. OF THE SEPTIC TANK SITE NOR WITHIN N A FT. OF THE SOIL ABSORPTION SYSTEM. SgIF� 7.) ALL PIPING SHALL BE LAID STRAIGHT ON CONTINUOUS GRADE AND SHALL HAVE WATERTIGHT JOINTS ST 8.) ALL PIPING SHALL BE A MINIMUM OF SCH 40 PVC. 9.) ALL SEPTIC TANK AND DISTRIBUTION BOX PIPE PENETRATIONS SHALL BE SEALED WITH BOXFORD 5T HYDRAULIC CEMENT. 10.) PROPERTY LINES SHOWN WERE TAKEN FROM EXISTING PLANS AND RECORDS. SEE ENDRD BK. 14,866 PG. 99 AND PL #4688 11.) THE LOCATION OF EXISTING UNDERGROUND UTILITIES WAS TAKEN FROM EXISTING PLANS AND N��FST/c,F RECORDS FIELD OBSERVATIONS A MARKINGSND A ND A RE APPROXIMATE. CONTRACTOR SHALLBERESPONSIBLEFORVE VERIFYING THE LO CATION CATION OF ALL � LOT 3 EXISTING UTILITIES BEFORE CONSTRUCTION BEGINS. THE DESIGN ENGINEER SHALL BE NOTIFIED IMMEDIATELY OF ANY DISCREPANCIES SO THAT REMEDIAL ACTION CAN BE TAKEN. (45,250 S.F.) 12.) THE CONTRACTOR SHALL NOTIFY THE DESIGN ENGINEER 48 HRS. IN ADVANCE OF BED EXCAVATION AND COMPLETION SO THAT REQUIRED INSPECTIONS CAN OCCUR. 13.) THE CONTRACTOR SHALL BE FINANCIALLY RESPONSIBLE FOR THE AS-BUILT INSPECTIONS AND _AND -ROM G., . PLAN. THIS SERVICE SHALL BE INCLUDED AS PART OF THE CONSTRUCTION CONTRACT. MAP OVERLAY ULL 14.) FOR THE REPAIR (OR UPGRADE) OF SYSTEMS, THE EXISTING S.A.S. AND SURROUNDING AND UNDERLYING SPOILED SOIL SHALL BE EXCAVATED AND REMOVED WHEREVER IT IS AL WITHIN 5 FT. OF THE PROPOSED SYSTEM. 15.) FOR THE REPAIR (OR UPGRADE) OF SYSTEMS, THE EXISTING SEPTIC TANK SHALL BE PUMPED AND EITHER PUNCTURED AT THE BOTTOM AND FILLED WITH CLEAN SAND OR COLLAPSED AND REMOVED FROM SITE. 16.) NO PRIVATE WELLS EXIST. WITHIN 100 FT. NOR ANY PUBLIC WELLS OR DRINKING WATER CONSERVATION NOTES SUPPLIES WITHIN 400 FT. OF THE SYSTEM. 17.) NO WETLANDS EXIST WITHIN 50 FT. OF THE PROPOSED SYSTEM. 1.) EROSION CONTROL MULCH SOCK AND SILT FENCE SHALL BE INSTALLED AND INSPECTED BY THE 18.) THIS SYSTEM DESIGN, ALL MATERIALS AND COMPONENTS AND ALL INSTALLATION PROCEDURES NACC PRIOR TO ANY WORK ON SITE. SHALL BE AND ARE INTENDED TO BE IN FULL CONFORMANCE WITH TITLE 5, MINIMUM 2.) THE EROSION CONTROL BARRIER SHALL BE INSPECTED AND MAINTAINED THROUGHOUT $r, REQUIREMENTS FOR THE SUBSURFACE DISPOSAL OF SANITARY SEWAGE, 310 CMR15.001 THROUGH 15.505. CONSTRUCTION AND UNTIL SITE STABILIZATION OCCURS. 19.) THE SUBJECT PROPERTY IS NOT LOCATED WITHIN THE DESIGNATED WATERSHED OF LAKE 3.) ANY SOILS IMPORTED OR EXPORTED SHALL BE PUT IN PLACE BY THE END OF EACH WORK DAY. COCHICHEWICK. ALL EXPORTED SOILS SHALL BE LOADED AND REMOVED FROM SITE BY THE END OF EACH WORK DAY. got N/F NO OVERNIGHT STOCKPILING OF SOIL SHALL OCCUR. I ALBERT MANZI JR. 4.) NO DEWATERING IS EXPECTED, IF DEWATERING IS REQUIRED, THE PUMP DISCHARGE SHALL BE 0 APPROVED BY THE DESIGNER AND THE NACC BEFORE ACTIVITY BEGINS. BD ZONE= 5.) ALL DISTURBED AREAS SHALL BE LOAMED AND SEEDED IMMEDIATELY UPON COMPLETION OF THE WORK. N/F 50 U' JEREMY PERKINS LIST OF LOCAL UPGRADE APPROVALS Qo co z ' 90 1.) SETBACK FROM S.A.S. TO FDTN. FROM 20' TO 12' m 2.) VERTICAL OFFSET FROM S.A.S. TO ESHWT FROM 4' TO 3' W � O -AND FROM -g O MAC OVER A- 0 DESIGN CALCULATIONS 0 DESIGN FLOW = 4 BEDROOMS x 110 GAL./DAY = 440 GPD 36" WIDE 'MIRAFI 10OX" SILTATION CONTROL FABRIC DESIGN PERC RATE: M.P.I. JUTE ENCASED 3 ATTACHED TO 4'-6" WOODEN 3'-6" SILTATION 12" BIODEGRADEABLEs STAKES CONTROL FABRIC MULCH SOCK SOIL CLASS: -T SILT FENCE __ \ 3'-0" ABOVE EXISTING __ DESIGN FOR LEACH FIELD (SEE DETAIL) GRADE GRADE FILL (6" HIGH) Pp LEACHING AREA REQUIRED = 440 GAL. x 1/74 GPD/S.F. = 595 S.F. ABOVE GRADE 4_6„ ° ,,, TO EDGE _ go_ LEACHING AREA PROVIDED: 20' WIDE x 30' LONG = 600 S.F. BELOW GRADE `� '' ` 8"t WETLANDS RRO-P.�f5C1CGAL. .2 ` 1'-6" WOODEN :,1 '., ^, \ 10NL9THIC SEPTIC TANK REQUIRED: 200% ' BELOW STAKES SEPTIC TANK X 440 GAL = 880 GAL, BUT NOT LESS THAN 1500 GAL GRADE EXiS�AP�TO� \ \ SEPTIC TANK PROVIDED: 1500 GAL (gE NOTE 15) - - _ PROP.`H-20 COMPOST FILTER SOCK WITH SILT FENCE PROP. CLEANOUT ' l-DIST _Box- -- NOT TO SCALE (SEE DETAIL) \ 6. 10' F o $ - �, \ =, XI = p- GARAGE z r. s DRY.. DWELLING #46 _ Jj W ,� - - - PROP. EROSION CONTROL I I I I `-1 MULCH SOCK WITH SILT ENCE 1 CERTIFY THE LOCATIONS, ELEVATIONS AND TIES SHOWN ON THIS PLAN Q I o � RESULT FROM AN ACTUAL SURVEY MADE ON THE GROUND. I I � M m LIMIT OF EXCAVATION 2 C5 I 1 5' ALL AROUND ° 8 EXISIL I ''' ./ �j \� PROP. INSP. PORT s I I x (SEE NOTE 4) ° GRAVEL I I /{ 1. PROP. LEACH FIELD SUBGRADE � / (20'W xOL 600 S.F ) _ PROP. VENT (FINAL LOCATION BY OWNER) VLADIMIR NEMCHENOK DATE CONC ' I o 11 \ I pOO OO 00 f DPI \{ 000 O 8,2 \ 150.0' SECTION A-A _ ss�=� EE� � o000000°0S _ =u.= t 95 F � F 3/4"-1 1/2"0 PROP. TEMPORARY PROP. CONSTRUCTION ENTRANCE CRUSHED STONE SOIL STOCKPILE AREA FOSTER STREET 'CRUSHED STONE FILTER BERM" MOUND A UPGRADE PLAN OF D e SUBSURFACE SEWAGE DISPOSAL SYSTEM /N NORTH ANDOVER, MASS. 20' A AS PREPARED FOR OWNER JA CQ UE MA RGOL YCZ PLAN PLAN �-�N of 46 FOSTER STREET SCALE: 1" = 20' � Sq�y SCALE. AS SHOWN DATE. 11-29-24 CRUSHED STONE FILTER BERM VLADIMIR L. G ASSESSORS MAP # 104D LOT 50 SUBDIVISION LOT # 3 Z O NEMCHENOK -� NO SCALE NO. DATE BY REVISIONS: � �, n 0 1 12-19-24 WRD PER BOH REVIEW DATED 12118124 ��F ��a �� z FS 1STE �, MERRIMACI� ENGINEERING ,S`ERWCES' V) 2 1-24-25 WRD CONSERVATION NOTES AND DETAILS S�ONgL 66 PARK STREET ANDO VER, MASSACHUSETTS 01810 SHT 1 OF 2