The URL can be used to link to this page

Home My WebLink AboutEngineered Plans - 2017Yarmouth Health Department ,i o APPROVED _ Name �Date �- MULFORD STREET PK SET 99,50 99,65• 99.60 99.74 edge of pavement 100,04 x S 80'24'30" W 1 10.OQ' _ X LOT G-2 0 13,200 ±SF �x 102.13 102,23 -- �+-� x 102.16 x P 'HOUSE(#9)1///g¢Iw T. 0. F. =102.85±/ / l .1 M PATIO 102.8 Gx 2 _ J o BENCHMARK 101'7 102.53 102,60 N BULKHEAD CORNERL__-r----r_---� EL. =102.85 En '�---� 102,47 x 101,57 5' _ -r - ,57 =1 3'� =s-- TORAGE o� TENT 0 TP 0r, x 102.49 102.62 ----_j 0,00 x 10A6 x 10366 co 103.37 I x _ 10331 0- -101- -EXISTING CONTOUR x 100.98 EXISTING SPOT GRADE all UP 100.11 GAS SERVICE OVERHEAD WIRES 110.00° TEST PIT BENCHMARK LEGEND STILES m RD m Z PROPOSED SEPTIC f�O �, 9� MULFORD ST CONVENTIONAL S.A.S. 9� JAME 9 MULFORD STREET, SOUTH YARMOUTH, 0 �9F� c'Pi E JPN\GE RD PROPOSED S.A.S. 2 TRENCHES WITH 5-16" (H-20) HIGH O K°P 12c� Prepared for: Celeste Derosier, 9 Mulford Street, S. Yarmouth, MA 02664 -7 I LOCUS CAPACITY INFILTRATORS IN EACH TRENCH OWNER OF RECORD 101,48 x 102.05 / DRAWN JOB. NO. l'� DEROSIER, CELESTE M Engineering Works, Inc. 1 -20 I I f z GARAGE 12 West Crossfield Road, Forestdale, MA 02644 DATE CHECKED SHEET NO. (508) 477-5313 1 7/13/17 1 P.T.M. 1 Of 2 Wo o t I x 02,30 100,04 x S 80'24'30" W 1 10.OQ' _ X LOT G-2 0 13,200 ±SF �x 102.13 102,23 -- �+-� x 102.16 x P 'HOUSE(#9)1///g¢Iw T. 0. F. =102.85±/ / l .1 M PATIO 102.8 Gx 2 _ J o BENCHMARK 101'7 102.53 102,60 N BULKHEAD CORNERL__-r----r_---� EL. =102.85 En '�---� 102,47 x 101,57 5' _ -r - ,57 =1 3'� =s-- TORAGE o� TENT 0 TP 0r, x 102.49 102.62 ----_j 0,00 x 10A6 x 10366 co 103.37 I x _ 10331 0- -101- -EXISTING CONTOUR x 100.98 EXISTING SPOT GRADE - N/ EXISTING WATER SERVICE -G-EXISTING GAS SERVICE OVERHEAD WIRES 110.00° TEST PIT BENCHMARK LEGEND 100.27 EXISTING SEPTIC TANK TOP OF TANK, EL. =101.42 INV. (OUT)=100.09f(VERIFY) EXISTING LEACH PIT TO BE PUMPED, FILLED WITH SAND & ABANDONED LOCUS MAP NOT TO SCALE GENERAL NOTES: 1. ALL CHANGES TO THIS PLAN MUST BE APPROVED BY THE LOCAL BOARD OF HEALTH AND THE DESIGN ENGINEER. 2. ALL WORK AND MATERIALS SHALL CONFORM TO THE REQUIREMENTS OF THE STATE ENVIRONMENTAL CODE, TITLE V, AND ANY APPLICABLE LOCAL RULES AND REGULATIONS. 3. THE SEWAGE DISPOSAL SYSTEM SHALL NOT BE BACKFILLED PRIOR TO INSPECTION AND APPROVAL BY THE BOARD OF HEALTH AND THE DESIGN ENGINEER. 4. ANY CONDITIONS ENCOUNTERED DURING CONSTRUCTION DIFFERING FROM THOSE SHOWN HEREON SHALL BE REPORTED TO THE DESIGN ENGINEER BEFORE CONSTRUCTION CONTINUES. 5. ALL ELEVATIONS BASED ON AN ASSUMED DATUM. 6. THE DESIGN ENGINEER IS NOT RESPONSIBLE FOR THE FAILURE OF THE CONTRACTOR OR OWNER TO NOTIFY THE LOCAL BOARD OF HEALTH FOR PROPER INSPECTIONS DURING CONSTRUCTION. 7. WATER SUPPLY PROVIDED BY TOWN WATER SERVICE. 8. THERE ARE NO WELLS WITHIN 100' OF THE PROPOSED S.A.S. 9. ALL AREAS CLEARED FOR CONSTRUCTION SHALL BE RESTORED AS AGREED UPON BY OWNER AND CONTRACTOR OR AS OTHERWISE DIRECTED BY THE APPROVING AUTHORITIES. 10. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE LOCATION OF ALL UNDERGROUND UTILITIES, PRIOR TO BEGINNING CONSTRUCTION. 11. WHERE REQUIRED, CONTRACTOR SHALL REMOVE ALL UNSUITABLE SOILS IN THE AREA BENEATH AND FOR 5' ON ALL SIDES OF THE S.A.S. AND REPLACE WITH CLEAN SAND AS SPECIFIED IN 310 CMR 255(3). 12. AREAS REQUIRING STRIPOUT OF UNSUITABLE MATERIALS SHALL BE INSPECTED BY DESIGN ENGINEER PRIOR TO BACKFILL. PETER T. `gym 102,7 x N JOYCE ST �n � 110.00° CIVIL N0.35109 STILES m RD m Z PROPOSED SEPTIC f�O �, 9� MULFORD ST CONVENTIONAL S.A.S. 9� JAME 9 MULFORD STREET, SOUTH YARMOUTH, 0 �9F� c'Pi E JPN\GE RD PROPOSED S.A.S. 2 TRENCHES WITH 5-16" (H-20) HIGH O K°P 12c� Prepared for: Celeste Derosier, 9 Mulford Street, S. Yarmouth, MA 02664 -7 I LOCUS CAPACITY INFILTRATORS IN EACH TRENCH OWNER OF RECORD Engineering by: LOCUS MAP NOT TO SCALE GENERAL NOTES: 1. ALL CHANGES TO THIS PLAN MUST BE APPROVED BY THE LOCAL BOARD OF HEALTH AND THE DESIGN ENGINEER. 2. ALL WORK AND MATERIALS SHALL CONFORM TO THE REQUIREMENTS OF THE STATE ENVIRONMENTAL CODE, TITLE V, AND ANY APPLICABLE LOCAL RULES AND REGULATIONS. 3. THE SEWAGE DISPOSAL SYSTEM SHALL NOT BE BACKFILLED PRIOR TO INSPECTION AND APPROVAL BY THE BOARD OF HEALTH AND THE DESIGN ENGINEER. 4. ANY CONDITIONS ENCOUNTERED DURING CONSTRUCTION DIFFERING FROM THOSE SHOWN HEREON SHALL BE REPORTED TO THE DESIGN ENGINEER BEFORE CONSTRUCTION CONTINUES. 5. ALL ELEVATIONS BASED ON AN ASSUMED DATUM. 6. THE DESIGN ENGINEER IS NOT RESPONSIBLE FOR THE FAILURE OF THE CONTRACTOR OR OWNER TO NOTIFY THE LOCAL BOARD OF HEALTH FOR PROPER INSPECTIONS DURING CONSTRUCTION. 7. WATER SUPPLY PROVIDED BY TOWN WATER SERVICE. 8. THERE ARE NO WELLS WITHIN 100' OF THE PROPOSED S.A.S. 9. ALL AREAS CLEARED FOR CONSTRUCTION SHALL BE RESTORED AS AGREED UPON BY OWNER AND CONTRACTOR OR AS OTHERWISE DIRECTED BY THE APPROVING AUTHORITIES. 10. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE LOCATION OF ALL UNDERGROUND UTILITIES, PRIOR TO BEGINNING CONSTRUCTION. 11. WHERE REQUIRED, CONTRACTOR SHALL REMOVE ALL UNSUITABLE SOILS IN THE AREA BENEATH AND FOR 5' ON ALL SIDES OF THE S.A.S. AND REPLACE WITH CLEAN SAND AS SPECIFIED IN 310 CMR 255(3). 12. AREAS REQUIRING STRIPOUT OF UNSUITABLE MATERIALS SHALL BE INSPECTED BY DESIGN ENGINEER PRIOR TO BACKFILL. PETER T. `gym 102,7 x MAP ID: 69-69 MCENTEE 110.00° CIVIL N0.35109 N 80.24'30" E PROPOSED SEPTIC SYSTEM UPGRADE PLAN �� ' G1 TER CONVENTIONAL S.A.S. PLAN REVISION - 7/21/17 9 MULFORD STREET, SOUTH YARMOUTH, MA E FOR ILLUSTRATION ONLY -DO NOT INSTALL A 10' X 45' LEACH FIELD PROPOSED S.A.S. 2 TRENCHES WITH 5-16" (H-20) HIGH MOVE S.A.S. & ELIMINATE VARIANCE Prepared for: Celeste Derosier, 9 Mulford Street, S. Yarmouth, MA 02664 -7 I BOTTOM AREA = 450 SF CAPACITY = 0.74 GPD/SF(450 SF) = 333 GPD CAPACITY INFILTRATORS IN EACH TRENCH OWNER OF RECORD Engineering by: SCALE DRAWN JOB. NO. l'� DEROSIER, CELESTE M Engineering Works, Inc. 1 -20 P.T.M. 214-17 9 MULFORD STREET S0. YARMOUTH, MA 02664 12 West Crossfield Road, Forestdale, MA 02644 DATE CHECKED SHEET NO. (508) 477-5313 1 7/13/17 1 P.T.M. 1 Of 2 NOTE: TO PREVENT BREAKOUT THE PROPOSED FINISH GRADE SHALL NOT BE < EL: 99.8`�� BACK OF HOUSE FOR A DISTANCE OF 15' AROUND THE .` .; SEPTIC TANK PROPOSED D—BOX PERIMETER OF THE S.A.S. INSTALL RISERS & COVERS OVER INLET & INSTALL RISER & WATERTIGHT PROPOSED S.A.S.' N "' OUTLET AND SET TO 6" OF FINISH GRADE COVER SET TO 6" OF GRADE INSTALL INSPECTION PORT OVER END UNIT ' ' A� ' 02.85± TLF.G.EL.=102TING 3±F.G. EL.=102.5± F.G. EL.=102.5± F.G. EL.=102.5± g5•A O Q1 MAINTAIN 2% GRADE (MIN.) OVER S.A.S. — a, ;haw. ® S=1%?MIN.) ®S=1%1(MIN.) INSPECTION PORT �.--- -L---r---�..,,,— 4"SCH40 PVC 4"SCH40 PVC -- LLL ,o"I , 4" s" 11 TO 31.31--"1 -- i—� EXISTING 48" LIQUID LEVEL }' INVERT SEPTIC LAYOUT A INVGAS BAFFLE.=99.69 PROPOSED INV.=99.54 5 UNITS AT 6.25'/UNIT = 31.3' INV.=100.09 D BOX INV.=99.42 2 TRENCHES (VERIFY) SOIL ABSORPTION SYSTEM (PROFILE) BH ENT. EXISTING SEPTIC TANK ESTABLISH VEGETATIVE COVER BEDROOMKITBRZ, . /DIN. BACKFILL BACKFILL WITH CLEAN NATIVE OR WAY PERC SAND TO TOP OF CHAMBERS NOTES: HALL 1) CONTRACTOR SHALL VERIFY ALL EXISTING PIPE BREAKOUT EL.=TOP EL. ': GARAGE INVERTS, PRIOR TO INSTALLATION. TOP ELEV.= 99.83 BEDROOIDLIVING RM 2) D—BOX SHALL BE SET LEVEL AND TRUE TO INV. ELEV.= 99.42 .µ GRADE ON A MECHANICALLY COMPACTED SIX BOTTOM ELEV.= 98.50 1IMM9 l�lllll TWICE THE II IIIII®IIIII�II INCH CRUSHED STONE BASE, AS SPECIFIED IN EFFECTIVE WIDTH 310 CMR 15.221(2). 4' OF NATURALLY OCCURRING 5'7 2.83 3) INSTALL INLET & OUTLET TEES AS REQUIRED. PERVIOUS MATERIAL ENT. 4) GAS BAFFLE TO BE INSTALLED ON OUTLET TEE AS MANUFACTURED BY TUF—TITE, ZABEL OR EQUAL, 5' (MIN.) ABOVE G.W. EXISTING SUITABLE FLOOR PLAN PLAN NO G.W., EL=91.4 — MATERIAL 2 TRENCHES WITH 5 — 16" HIGH CAPACITY SEPTIC SYSTEM PROFILE INFILTRATORS IN A STONELESS CONFIGURATION Ono o TYPICAL SECTION 0000000 000o000oo N.T.S. NAS00000000 00000 28----I SOIL LOG Closed End Plate Open End Plate DATE: JULY 12, 2017 DESIGN CRITERIA SOIL EVALUATOR: PETER McENTEE PE(SE#1542) WITNESS: AMY VON HONE R.S. HEALTH AGENT NUMBER OF BEDROOMS: 2 ELEV. TP DEPTH ? 16" SOIL TEXTURAL CLASS: CLASS 1 102.9 A 0" ��` 75" --I 34" DESIGN PERCOLATION RATE: <2 MIN/IN LOAMY SAND DAILY FLOW: 220 GPD 10YR 4/2 6„ 102.4 1.25 Side View End View B DESIGN FLOW: 330 GPD LOAMY SAND HIGH CAPACITY INFILTRATORS, H-20 LOADING GARBAGE GRINDER: NO—NOT ALLOWED WITH DESIGN 10YR 5/8 LEACHING AREA REQUIRED: (330 GPD) = 445.9 SF 1004 . C 30" INFILTRATOR CHAMBERS PERC .74 GPD/SF 24"/42" N.T.S. EXISTING SEPTIC TANK: 1000 GALLON CAPACITY PROPOSED SEPTIC SYSTEM UPGRADE PLAN PROPOSED D—BOX: 1 INLET, 2 OUTLET (MINIMUM), H-10 RATED MED. SAND 9 MULFORD STREET, SOUTH YARMOUTH, MA USE 2 TRENCHES WITH 5 (H-20) HIGH CAPACITY INFILTRATOR 2.5Y 6/6 UNITS IN A STONELESS TRENCH CONFIGURATION Prepared for: Celeste Derosier, 9 Mulford Street, S. Yarmouth, MA 02664 BOTTOM AREA: (GENERAL USE APPROVAL FOR 7.79 SF/LF OF UNIT) Engineering by: SCALE DRAWN JOB. No. 10 UNITS x 6.25'/UNIT x 7.79 SF/LF = 486.9 SF 91.4 Engineering Works, Inc. N.T.S. P.T.M. 214-17 DESIGN FLOW PROVIDED: 0.74 GPD/SF(486.9 SF) = 360.3 GPD 138" PERC RATE < 2 MIN./INCH 12 West Crossfield Road, Forestdole, MA 02644 DATE CHECKED SHEET NO. NO GROUNDWATER ENCOANTERED (508) 477-5313 7/13/17 P.T.M. 2 Of 2