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Home My WebLink AboutEngineered Plans - 2015DECK KIT./DIN. DEN LI -T -T HALL a M LIV. RM BEDROOM FIRST FLOOR S BATH Q m HALL r-TWITWO1O L, FLOOR PLAN KNEEWALL SECOND FLOOR LEGEND --98-- ROUTE 6 N 1117) EXISTING SPOT GRADE Old Town House Road CD fi EXISTING GAS SERVICE —$ Ham– OVERHEAD WIRES IvanEn hoe Rd TEST PIT N LOCUS 0 3 fD p U O � �11 O pve p Constonce o m v 0 Cardinal Ln5 6 Off-. Bunting Ln CD3 0 Dove Ln 3 Sheffield Rd Mockingbird Ln DECK KIT./DIN. DEN LI -T -T HALL a M LIV. RM BEDROOM FIRST FLOOR S BATH Q m HALL r-TWITWO1O L, FLOOR PLAN KNEEWALL SECOND FLOOR LEGEND --98-- EXISTING CONTOUR X MOM EXISTING SPOT GRADE —W EXISTING WATER SERVICE —G EXISTING GAS SERVICE —$ Ham– OVERHEAD WIRES TEST PIT BENCHMARK LOCUS MAP 98.77 NOT TO SCALE p4cE AV pa 99.46 Permill valid for REPAIR OF SEPTICSYSria S T — ONLY fue to State and Local septic vau s Pave�ent Board Wealth, review and approval is requires tir of e dge,64 e any, u lire additions/renovations/alterations to 99 sewag, f kcilities and/or structures/d A cilinK. _ „ �' 1 %0� _ _COQ _ 99,80 S 13 43,30 I _ Yarmouth Health Deltob!1rpcnt f 1 ate' _ a �1 APPROVED V E ll 1�1` - ✓ _ _ x / 101,09:.' / 103,63 �1.38 lJ—N X/ 10.16 \ x 13.15 Dba 'e ate c�� a5� 113.67 112,65 Y 7 5,33 105.6 `NALKW C�x 113.60 \� O 1 G 10. I 5_ 107.92: ' v .�// ,r ,�/ % to ,EXISTING f f' i C) \ 107 21PARED m/HOUSE(#35) o c//T.O.F.=115.44 x DRI VEWA Y: --CTI 9.62 / U01\ 107 94 / % x \ /114.36 fn /0 \ .108.00 _.: ..` - `.,` -7 _ �b cx o \ 113, 6x DECK 111,6Cb 114.24 ,, 4 ' - 9 EXIS71NG SEPTIC TANK x f (NO DECK SUPPORTS SHALL 11 t 114.37 REST ON TANK) .x-114. \ 4— -,- 't 6- , x 119,09 TOP OF TANK, EL. =112.82 x -- •: :- .,• .':.:...: INV. (OUT)=111.491- INSTALL A 40 MILL POLY LINER "-' 'SED S. PROPO. TOP OF LINER, EL.=111.00 -7-'=•--` --' BOTTM OF LINER, EL.=108.0 BENCHMARK _ _ _ - r` ' 10 �/ 45' %� 118,56 TOP OF SEPTIC TANK VENT -1 — / EL. 112.82 117.45 + i 0 _ �l0 017,38 116.94 x i C)x � OT 26 `''- j 14,600 S.F. a z ---MAP ID: 86-203 x 11963 .> 1-v ? 119.12 105.00' 118.78 x15" C.".�C i S 82 54 W EXIS77NG LEACH PIT (TAKEN FROM RECORD AS—BUILT) TO BE PUMPED. FILLED WITH SAND AND ABANDONED MAsx PLAN REFERENCE CERTIFIED PLOT PLAN BY LOW & WELLER, DATED JULY 18, 1984 o� PETER T. LIP_ McENTEE PROPOSED SEPTIC SYSTEM UPGRADE PLAN CIVIL n No. 35109 35 CONSTANCE AVENUE, WEST YARMOUTH, MA ISZER`� Prepared for: Shane Pacheco, 81 Jasper Road, Marstons Mills, MA 02648 OWNER OF RECORD Engineering by: Surveying by: SCALE DRAWN JOB. No. Engineering Works, Inc. JC Engineering, Inc. 1 "=20' P.T.M. 217-15 ESTATE OF GARY E NEWELL 12 West (� 35 CONSTANCE AVENUE Fo stdole,rMAf1e02644ld d E.Ware2854 hom, MSA 02538 DATE CHECKED SHEET NO. WEST YARMOUTH, MA 02673 (508) 477-5313 (508) 273-0377 10/14/15 P.T.M. 1 of 2 NOTE: TO PREVENT BREAKOUT, THE CONTRACTOR SHALL INSTALL A 40 MILL POLY LINER TOP OF LINER, EL.=111.00 SEPTIC TANK BOTTM OF LINER, EL.=108.0 INSTALL RISERS & COVERS OVER INLET & PROPOSED D -BOX OUTLET AND SET TO 6" OF FINISH GRADE INSTALL RISER & WATERTIGHT PROPOSED S.A.S. COVER SET TO 6" OF GRADE INSTALL INSPECTION PORT SET TO 3" OF FINISH T.O.F.=115.4 GRADE & PLACE REBAR AGAINST CAP FOR LOCATING F.G. EL.=99.3± F.G. EL.=114.2± F.G. EL.=115.21 F.G. EL: 115.0± CHARCOAL VENT EXISTING MAINTAIN 2% GRADE OVER S.A.S. (MIN.) REBAR L = 18' L = 6' MAX. 10' x 45' LEACHING FIELD W/2-4" 74cVENT ®S=1% (MIN.) ® S=1% (MIN.) SCH 40 PERF_ PVC DISTRIBUTION LINES 4"SCH40 PVC 4"SCH40 PVC( -MANIFOLD s 74" 6" EFF. DEPTH EXISTING 48" LIQUVEL LEVEL I SLOPE OF PERF. PIPE = 0.5% ADD GAS BAFttE INV.=111.17 PROPOSED INV.=111.00 145' EFFECTIVE LENGTH • . .,........: • . • • . ..• INV.=111.49± D -BOX INV.=110.73 INV. EL.=110.50(END) EXISTING EXISTING SEPTIC TANK SOIL ABSORPTION SYSTEM (PROFILE) ILIA 2" LAYER OF 1/8"-1/2" DOUBLE WASHED STONE (OR APPROVED FILTER FABRIC) NOTES: BREAKOUT ELEV.=110.73 1) CONTRACTOR SHALL VERIFY ALL EXISTING PIPE INVERTS, PRIOR TO INSTALLATION. BOTTOM ELEV.=110.00 2) D -BOX SHALL BE SET LEVEL AND TRUE TO 4' MIN. OF PERVIOUS SOILS 2.5' S' 2.5' GRADE ON A MECHANICALLY COMPACTED SIX INCH CRUSHED STONE BASE, AS SPECIFIED 5' MIN. ABOVE ADJUSTED 10' EFFECTIVE WIDTH IN 310 CMR 15.221(2). HIGH GROUNDWATER SOIL ABSORPTION SYSTEM (SECTION) 3) INSTALL INLET & OUTLET TEES AS REQUIRED. BOTTOM OF TP, EL.=94.7 - KTP 4) GAS BAFFLE TO BE INSTALLED ON OUTLET TEE _ 3/4"-1 1/2" DOUBLE AS MANUFACTURED BY TUF-TITE, ZABEL OR EQUAL. WASHED STONE SEPTIC SYSTEM PROFILE N_T.S. SOIL LOG DATE: SEPTEMBER 3, 2015 SOIL EVALUATOR: PETER McENTEE (SE#1542) GENERAL NOTES: WITNESS: AMY VON HONE - HEALTH AGENT 1. ALL CHANGES TO THIS PLAN MUST BE APPROVED BY THE LOCAL TP BOARD OF HEALTH AND THE DESIGN ENGINEER. Elev. Depth 2. ALL WORK AND MATERIALS SHALL CONFORM TO THE REQUIREMENTS 114.7 A 0" OF THE STATE ENVIRONMENTAL CODE, TITLE V, AND ANY APPLICABLE LOCAL RULES AND REGULATIONS_ LOAMY SAND 3. THE SEWAGE DISPOSAL SYSTEM SHALL NOT BE BACKFILLED PRIOR 114.4 13- 10YR 4/2 4" TO INSP ECTIOt -AND-APPROVAL-BY THE -BOARD OF HEALTH- AND -THE - DESIGN ENGINEER. LOAMY SAND 10YR 5/6 4. ANY CONDITIONS ENCOUNTERED DURING CONSTRUCTION DIFFERING 32" FROM THOSE SHOWN HEREON SHALL BE REPORTED TO THE DESIGN 112.0 C ENGINEER BEFORE CONSTRUCTION CONTINUES. PERC 5. ALL ELEVATIONS BASED ON ASSUMED DATUM. 30"/48" 6. THE DESIGN ENGINEER IS NOT RESPONSIBLE FOR THE FAILURE OF THE CONTRACTOR OR OWNER TO NOTIFY THE LOCAL BOARD OF M -C SAND HEALTH FOR PROPER INSPECTIONS DURING CONSTRUCTION. 2.5Y 6/4 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 94.7 120" AGREED UPON BY OWNER AND CONTRACTOR OR AS OTHERWISE PERC RATE <2 MIN/IN.(-C- HORIZON) DIRECTED BY THE APPROVING AUTHORITIES, 10. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY NO GROUNDWATER OBSERVED 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). O� 12. AREAS REQUIRING STRIPOUT OF UNSUITABLE MATERIALS SHALL BE a/,EXISTING INSPECTED BY DESIGN ENGINEER PRIOR TO BACKFILL. 6'z HOUSE(#35) 13. THIS PLAN IS TO BE USED FOR SEPTIC SYSTEM PURPOSES ONLY AND IS NOT CONSIDERED TO BE A PROPERTY LINE SURVEY. o /T O.1- = 115.441- 1 DECK + N DESIGN CRITERIA �� U4 _ 66'2-� NUMBER OF BEDROOMS: 3 BEDROOMS 2`Z6 - SOIL TEXTURAL CLASS: CLASS 1 T DESIGN PERCOLATION RATE: <2 MIN/IN (0.74 GPD/SF) ' P ED S.A.S�-- DAILY FLOW: 330 GPD 11- -- DESIGN FLOW: 330 GPD r 45' GARBAGE GRINDER: NO EXISTING SEPTIC TANK: 1000 GALLON TANK S.A.S.LAYOUT LEACHING AREA REQUIRED: (330 GPD) = 445.9 SF .74 GPD/SF PROPOSED SEPTIC SYSTEM UPGRADE PLAN 35 CONSTANCE AVENUE, WEST YARMOUTH, MA 10' X 45' LEACHING FIELD W/2 DISTRIBUTION LINES SIDEWALL AREA: (NOT APPLICABLE) Prepared for: Shane Pacheco, 81 Jasper Road, Marstons Mills, MA 02648 BOTTOM AREA: 10' x 45' = 450 SF Engineering by: Surveying by: SCALE DRAWN JOB. NO. TOTAL AREA: .................................................. 450 SF Engineering Works, Inc. JC Engineering, Inc. N.T.S. P.T.M. 217-15 DESIGN FLOW PROVIDED: 0.74 GPD/SF(450 SF) = 333.0 GPD 12 West Crossfield Road Forestdale, MA 02644 2854 Cranberry Hwy. E.Wareham, MA 02538 DATE CHECKED SHEET N0. (508) 477-5313 (508) 273-0377 10/14/15 P.T.M. 2 Of 2