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HomeMy WebLinkAboutEngineered Plans - Rev. 2014T13M = 50.0 DOOR 51LL Rff LECTION WAY 1 GG -001 I , I I I I I , I , 0.33 ACRE5 I � I 1 I I > 1 o I I , I , I , I , I I � I 1 , I I T.O.F. @ EL. 50.00 N ,n O m 49.2 `� Q) C. 0. PATIO i 49.5 4 .I 49. 1 H2O H10 I PROP. 1,500G O SEP. TANK N O O _ 10' _ `�P) 25' 49.0_ 49.3 _ 49.0 -i N SHED SHED I _ forol . LEGEND SOUT7ARTH LSI---�- PROPOSED CONTOUR ® PROPOSED SPOT GRADE G E --98-- EXISTING CONTOUR JUL+ 96.52 EXISTING SPOT GRADE W— EXISTING WATER SERVICE HE TEST PIT SCALE: 1"=20' Permit valid for REPAIR OF SEPTIC SVSTEM ONLY, due to State and Local septic variances. Board of health review and approval is required for any future additions/renov:+tions/alterations to sewage facilities and/or structures/dsselling. Yarmouth .Health Department APPkOV'ED Nme Date FLOOR PLAN ROOM LOCUS MAP LOCUS INFORMATION LOCUS: I 23 REFLECTION WAY TITLE REF: 18648/66 PARCEL ID: MAP 90 PAR. 36 FLOOD ZONE: "C" COMMUNITY PANEL: 250015-0004—C DATED:06/17/86 SEPTIC SYSTEM REPAIR PLAN LOCATED AT: 23 REFLECTION WAY SOUTH YARMOUTH, MA PREPARED FOR ROBERT KILROY JULY 1, 2014 REV: JULY 18, 2014 OF �Assq rn DA �f�M yG No. 1140 STE`��� MEYER & SONS INC. P.O. BOX 981 E. SANDWICH, MA 02537 PH. (508)360-3311 FAX: (774)413-9468 meyerandsonsinc@gmaii.com SHEET 1 OF 2 J#1660 BED ROOM Ll VBED GAR. KIT ROOM ROOM [BATH EAT IN DIN KlT ROOM BATH I BED FLOOR PLAN ROOM LOCUS MAP LOCUS INFORMATION LOCUS: I 23 REFLECTION WAY TITLE REF: 18648/66 PARCEL ID: MAP 90 PAR. 36 FLOOD ZONE: "C" COMMUNITY PANEL: 250015-0004—C DATED:06/17/86 SEPTIC SYSTEM REPAIR PLAN LOCATED AT: 23 REFLECTION WAY SOUTH YARMOUTH, MA PREPARED FOR ROBERT KILROY JULY 1, 2014 REV: JULY 18, 2014 OF �Assq rn DA �f�M yG No. 1140 STE`��� MEYER & SONS INC. P.O. BOX 981 E. SANDWICH, MA 02537 PH. (508)360-3311 FAX: (774)413-9468 meyerandsonsinc@gmaii.com SHEET 1 OF 2 J#1660 T.O.F. NOTE: MAGNETIC TAPE TO BE PLACED OVER ALL COVERS EL: 50.0 NOTE: PLACE RISERS OVER ALL COVERS W/IN 6" OF GRADE FINISHED GRADE (49.0) F.G.EL: 49.2 i � F.G.EL: 49.10 F.G. EL: 49.0 MAINTAIN 2% MIN SLOPE OVER LEACHING AREA TOP TANK=EL. 47.85 2" OF 3/8" DOUBLE WASHED a ' STONE OR FILTER FABRIC 3/4" - 1-1/2" DOUBLE WASHED STONE 4" SCH 40 PVC 6 ®IBS® 0 ®®®® ` TEE'S ARE TO BE 14 @ S= 1% (MIN.) ®®®®B®®®®IB® .:,.:.:7 4' SCH 4o PVC INV.46.28 2' EFF. DEPTH ®®®®®®®®®®® INV.46.53 j . INV.46.11 4' 2 X 8.5' 4' ®EL. 47.67 GAS PROPOSED DB -3 BAFFLE ©EL. 47.58 •� - (H2O) DISTRIBUTION BOX EFFECTIVE LENGTH = 25' INV. 46.78 PROP. 1,500 GALLON SEPTIC TANK INV. ELEV.= 45.81 GAS BAFFLE TO BE INSTALLED ON �� Mgs�gc ����� OUTLET TEE AS MANUFACTURED BY yo BREAKOUT TUF-TITE, ZABEL, OR 4. `� EQUAL ` 11 6� ELEV.- 46.81 TOP CONC. ELEV.= 46.81 - NOTES: 1) CONTRACTOR SHALL VERIFY ALL EXISTING o. 1140 INV. ELEV.= 45.81 E3E3 n ®E E3 E3 E3 E3 E3 E3 E3 PIPE INVERTS PRIOR TO CONSTRUCTION �fG/S(ER� ®®®®®®® 2) SEPTIC TANK AND D -BOX SHALL BE SET LEVEL AND `4NITAW,\ ®®®®®®® BOTTOM EL.= 43.81 ®�®®®®E3 TRUE TO GRADE ON A MECHANICALLY COMPACTED 3.75' 5 FT. SIX INCH CRUSHED STONE BASE, AS SPECIFIED IN 310 CMR 15.221(2) �C( �'' `� j � " � SEPARATION 5.81 FT. EFFECTIVE WIDTH ==1172.5' 3) INSTALL INLET & OUTLET TEES AS REQUIRED SEPTIC SYSTEM PROFILE ADJUST. GRNDWATER EL: 38.0 _ SOIL ABSORPTION SYSTEM (SECTION) (500 GALLON (1-120/1-110) LEACH CHAMBER) GENERAL NOTES: 1. ALL CHANGES TO THIS PLAN MUST BE APPROVED BY THE LOCAL SOIL LOGS DESIGN CRITERIA BOARD OF HEALTH AND THE DESIGN ENGINEER. 2. ALL WORK AND MATERIALS SHALL CONFORM TO THE REQUIREMENTS NUMBER OF BEDROOMS: 3 BEDROOM DESIGN OF THE STATE ENVIRONMENTAL CODE, TITLE V, AND ANY APPLICABLE DATE: JUNE 18, 2014 SOIL TEXTURAL CLASS: CLASS 1 (0.74 GPD/SF) LOCAL RULES AND REGULATIONS 3. THE SEWAGE DISPOSAL SYSTEM SHALL NOT BE BACKFILLED PRIOR SOIL EVALUATOR: DARREN MEYER, CSE 1614 DESIGN PERCOLATION RATE: <2 MIN/IN AND APPROVAL BY THE BOARD OF HEALTH AND THE DESIGN DEGN ENGINEER. WITNESS: PHIL RENAUD, YARMOUTH HEALTH DAILY FLOW: 110 G.P.D. X 3 BR = DESIGN FLOW: 330 G.P.D. 4. ANY CONDITIONS ENCOUNTERED DURING CONSTRUCTION DIFFERING GARBAGE GRINDER: NO (not designed for garbage grinder) FROM THOSE SHOWN HEREON SHALL BE REPORTED TO THE DESIGN ENGINEER BEFORE CONSTRUCTION CONTINUES. Elev. TP -1 Depth SEPTIC TANK: 330 gpd x 200% = 660 gpd, USE NEW 1,500 GAL. SEPTIC TANK 5. ALL ELEVATIONS BASED ON ASSUMED DATUM. 49.00 0" 6. THE DESIGN ENGINEER IS NOT RESPONSIBLE FOR THE FAILURE OF THE CONTRACTOR OR OWNER TO NOTIFY THE LOCAL BOARD OF FILL LEACHING AREA REQUIRED: (330) = 445.94 S.F. HEALTH FOR PROPER INSPECTIONS DURING CONSTRUCTION. 48.50 6" .74 7. WATER SUPPLY PROVIDED BY TOWN WATER. A LOAMY SAND 1018 4/1 USE TWO (2) 500 GALLON (1-120/1-110) PRECAST LEACH CHAMBERS W/ 8. ALL AREAS DISTURBED DURING CONSTRUCTION SHALL BE RESTORED TO A CONDITION AGREED UPON BETWEEN OWNER AND CONTRACTOR. 48.00 12" B 4' STONE ON ENDS & 3.75' STONE ON SIDES: 25' L x 12.5' W x 2'D 9. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE THE LOCATION OF ALL UNDERGROUND UTILITIES, PRIOR TO BEGINNING LOAMY SAND BOTTOM AREA: 25' x 12.5'= 312.50 SF CONSTRUCTION. tOYR 6/6 SIDE AREA: (25 + 12.5) X 2 X 2 = 150 SF 10. EXISTING LEACHING TO BE PUMPED, CRUSHED AND FILLED PER TITLE 5. BOTTOM 46.00 C 36" TOTAL SQUARE FEET PROVIDED = 462.50 vs. 445.94 REQ'D 11, 48 HOUR NOTICE FOR ENGINEER CERTIFICATION PERC O EL. 87.50 MEDIUM SAND DESIGN FLOW PROVIDED: 0.74(462.50 S.F.) = 342.25 G.P.D. vs. 330 G.P.D. req'd 12. THIS PLAN IS TO BE USED FOR SEPTIC SYSTEM PURPOSES ONLY AND IS NOT TO BE CONSIDERED A PROPERTY LINE SURVEY 2.5Y 6/6 PROPOSED SEPTIC SYSTEM UPGRADE PLAN 13. NO ABUTTING PRIVATE WELLS WITHIN 150' OF PROPOSED LEACHING. 38.00 132" 14. NO WETLANDS WITHIN 100' OF PROPOSED LEACHING. 15. ALL PIPING TO BE 4" SCH 23 REFLECTION WAY, SOUTH YARMOUTH, MA 40 0 1/8 /FT (UNLESS SPECIFIED) PERC RATE <2 MIN/IN. ('C" HORIZON) 16. 500 GALLON LEACH CHAMBER CLOSEST TO PROPERTY LINE TO BE H2O LOAD. NO GROUNDWATER OBSERVED Prepared for: Kilroy System Design and Topography Plan by: SCALE DRAWN DATE t I, Darren M. Meyer, R.S., CSE, hereby certify that I am currently approved b MADEP y pursuant to to MEYER & SONS, INC. DMM 07/01/14 310 CMR 15.017 N.T.S. conduct soil evaluations and that the above analysis has been performed by me consistent with the PO BOX 981 requirements of 310 CMR 15.017. 1 further certify that I have passed the Soil Evol. Exam in October, 1999. EAST SANDWICH, MA 02537 REV. DATE CHECKED SHEET NO. 508-352--2922 07/18/14 DMM 2 of 2