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Home My WebLink AboutEngineer PlanTBM EL = 49.2 Top of Bulkheo Mop 60 Parcel 119 1,L0 �� SA Line i (49.3) 1.) Assessor's Map 60 Parcel 120 2.) Bk 1865Pg. 344 3.) Plan Book 84 Page 149 Lot A ao 5.) This property is not in the Aquifer Q, Protection District S $ spa J, 5.) This property is in Flood Zone X 12. Firm map 250001CO587J Dated: 7/16/14 x.x DB. i,� . xx Ca 6� \9 s Line x x .. x TIPeSc Eliminate x x 49 q / Mop 60 kox, � 9os Outletti Parcel 123 i S (49 5) r' � 1 \ ?� Lot �N, 11.350± �o \ aQ �O, �O \ 0 LOCATION OF UTILITIES IS APPROXIMATE AND ALL UNDERGROUND AND OVERHEAD UTILITIES MUST BE DETERMINED IN THE FIELD PRIOR TO COMMENCEMENT OF ANY WORK, THIS INCLUDES, BUT NOT LIMITED TO, REQUESTS TO DIGSAFE, ANY PRIVATE UTILITY COMPANIES AND THE LOCAL WATER DEPARTMENT. as / j\ Reroute 48 ofe`—< Plumbing, / Note �i9 �ST ter \ Existing �i tiofl �} Elev = 48,0 j (to remain) 1 House #62 3 Bedroom \ TOF EL = 50.0t Ft South Yarmouth, MA SITE LOCUS NOT TO SCALE Maximum Feasible Compliance Variances: 310 CMR 15,221 (7) General Construction Requirements for All System Components: 1.) Variance to the 20' setback between the edge of the SAS and the Foundation. An 10.0' setback is provided. An 10' Variance is requested. 310 CMR 15.405(1)(a) (20.5) j Permit/:�I�cl iU� REPAIR OF 5E YSTEIY 60 Y, oitc W Slate and 1,o sep 'c varian�Ies• el 122 o: >.colt review a approval is quired W i 9ny /, ;otlth ' strenovationstalter lions to dill • ami/or structuresidw0 ing. ��F0s 1 ar month health Department EP9r / \/ 5,;STH�N s� (48.9) i 12a �jl IlV Y ' �RQORE u IO Dates�R Map 60 \ / Parcel 121 6 "� GRARHIC SCALE 10 20 40 (IN FEET) 1 inch = 20 ft. 3 FF 7 7-M v D NOV -1 b 2022 HEALTH DmPT 80 Proposed 62 Pond Street Prepared for: Wesley Griifin 62 Pond Steet South Yarmouth, MA €2 Septic Plan South Yarmouth, MA Prepared by: All Cape Septic LLC 618 Route 28 West Yarmouth, MA 02673 (508) 771-4200 alicapeseptic@gmoil.com Date: i v/25/22 Sheet 1 of 2 By: MA Check: SM Project No. AC-518 Exit House RAISE MIN. 20" DIAMETER COVER RAISE. MIN. 20" DIAMETER COVER CONSTRUCTION NOTES Top Fnd. TO WITHIN 6" OF FINISH GRADE TO WITHIN 6" OF FINISH GRADE FI -tin n4- 1.) ALL WORK SHALL CONFORM TO THE STATE ENVIRONMENTAL CODE, TITLE 5 (310 CMF 15.000): STANDARD REQUIREMENTS FOR THE SITING; CONSTRUCTION, INSPECTION, UPGRADE, AND EXPANSION OF ON -SITE SEWAGE TREATMENT AND DISPOSAL SYSTEMS AND FOR THE NSPORT AND DISPOSAL OF SEPTAGE, AND THE LOCAL BOARD OF HEALTH REGULATIONS. 2.), ANY SEPTIC SYSTEM COMPONENT INSTALLED IN A LOCATION WHERE THERE IS POTENTIAL FOR VEHICLES OR HEAVY EQUIPMENT TO PASS OVER IT SHALL BE DESIGNED TO WITHSTAND AN H-20 LOADING, IF UNDER AN IMPERVIOUS SURFACE, SYSTEM SHALL BE VENTED TO THE ATM SPHERE. 3.) TO MINIMIZE UNEVEN SETTLING, SEPTIC TANKS AND D-BOX SHALL BE INSTALLED a A STABLE MECHANICALLY -COMPACTED BASE ON SIX INCHES OF CRUSHED STONE. 4.) COVERS OVER THE INLET AND OUTLET TEES OF THE SEPTIC TANK, THE DISTRIBUTIC14 BOX, AND THE SOIL ABSORPTION SYSTEM SHALL BE RAISED TO WITHIN 6" OF FINAL GRADE. LEACHING FIELDS, TRENCHES, AND OTHER SOIL ABSORPTION SYSTEMS WITHOUT ACCESS MANHOLES SHALL HAVE AT LEAST ONE (1) INSPECTION PORT CONSISTING OF PERFORATED 4" PVC PIPE PLACED VERTICALLY TO THE BOTTOM OF THE SOIL ABSORPTION SYSTEM WITH A CAP, TIED WITH MAGNETIC MARKING TAPE, ACCESSIBLE TO WITHIN 3" OF FINAL GRADE. 5.) PIPING SHALL CONSIST OF 4" SCHEDULE 40 PVC OR EQUIVALENT, PIPE SHALL BE LAID ON A MINIMUM CONTINUOUS GRADE OF NOT LESS THAN 2% FROM THE BUILDING TO THE SEPTIC TANK, AND NOT LESS THAN 1% OTHERWISE. 6.) DISTRIBUTION LINES FOR THE SOIL ABSORPTION SYSTEM SHALL BE 4" DIAMETER SC14EDULE 40 PVC (OR EQUIVALENT) LAID AT 0.005 FT/FT. UNLESS OTHERWISE NOTED. LINES SHALL 3E CAPPED AT END OR AS NOTED. 7.) LINES FROM THE DISTRIBUTION BOX TO BE LEVEL FOR THE FIRST TWO (2) FEET 8£ ORE PITCHING TO THE SOIL ABSORPTION SYSTEM. DISTRIBUTION BOX SHALL BE WATER TESTED TO ASSURE EVEN DISTRIBUTION. 8.) GROUT TO BE USED AT ALL POINTS WHERE PIPES ENTER OR LEAVE ALL CONCRETE STRUCTURES IN ORDER TO PROVIDE A WATERTIGHT SEAL, 9.) HEAVY EQUIPMENT SHALL NOT BE ALLOWED TO OPERATE OVER THE LIMITS OF THE SEWAGE DISPOSAL FIELD DURING THE COURSE OF CONSTRUCTION OF THE SYSTEM. 10.) IN ACCORDANCE WITH 310 CMR 15.221, ALL SYSTEM COMPONENTS SHALL BE MARK D WITH MAGNETIC MARKING TAPE. IL) THERE ARE NO KNOWN WELLS OR WETLANDS WITHIN 150' OF THE PROPOSED SOIL 0SORPTION SYSTEM, 12.) FROM THE DATE OF THE INSTALLATION OF THE SOIL ABSORPTION SYSTEM UNTIL RECEIPT OF THE CERTIFICATE OF COMPLIANCE, THE PERIMETER SHALL BE STAKED AND FLAGGED TO PREVENT USE OF THE AREA THAT MAY CAUSE DAMAGE TO THE SYSTEM. 13.) THE DESIGNER WILL NOT BE RESPONSIBLE FOR THE SYSTEM AS DESIGNED UNLESS CONSTRUCTED AS SHOWN ON PLAN. ANY CHANGES SHALL BE APPROVED IN WRITING E Y THE ENGINEER, 14.) THE BOARD OF HEALTH REOUIRES INSPECTION OF ALL CONSTRUCTION BY AN AGENr OF THE BOARD OF HEALTH AND THE DESIGNER. THE DESIGNER SHALL CERTIFY IN WRITING THAT THE SEWAGE DISPOSAL SYSTEM WAS INSTALLED IN ACCORDANCE WITH THE TERMS OF THE RERMIT AND THE APPROVED PLANS. 48 HOURS ADVANCE NOTICE IS REQUESTED. 15,) LOCATION OF UTILITIES IS APPROXIMATE AND CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINING THE LOCATION OF ALL UNDERGROUND AND OVERHEAD UTILITIES PRIOR TO COMMENCEMENT OF ANY WORK, THIS INCLUDES, BUT IS NOT LIMITED TO, REQUESTS TO DIGSAFE, ANY PRIVATE UTILITY COMPANIES, AND THE LOCAL WATER DEPARTMENT. 16.) CONTRACTOR SHALL VERIFY THAT ALL WASTELINES ARE CONNECTED BY WATER m -ONG WITHIN THE DWELLING PRIOR TO INSTALLATION OF ANY SEPTIC COMPONENTS. 17,) CONTRACTOR SHALL VERIFY EXISTING INVERT ELEVATIONS PRIOR TO INSTALLATION OF ANY SEPTIC SYSTEM COMPONENTS. 18.) TEST HOLES COMPLETED PER STATE ENVIRONMENTAL CODE, TITLE 5. SOILS CAN BE VARIABLE AND TEST HOLE DATA IS NO GUARANTEE OF SOIL CONDITIONS IN OTHER AREAS. IF SOILS DIFFER FROM THOSE SHOWN IN THE SOILS LOGS, DESIGN ENGINEER IS TO INSPECT THE SOILS PRIOR TO PROCEEDING WITH INSTALLATION OF ANY SEPTIC COMPONENTS. 19.) EXISTING SEPTIC COMPONENTS TO BE LOCATED, PUMPED DRY, FILLED WITH CLEAN 3AND AND ABANDONED IN PLACE OR REMOVED AS REQUIRED. AREA TO BE COMPACTED TO MINIMIZE SETTLING. 49.0+ I e 5 e 47.6 . _ 30't " A,U 46,25 o 00 tl' LE GAS BAFF6" Cru Stone ......... / 1,500 GALLON SEPTIC TANK ^r r- e, -r- I I n 1 r- 1 /11% n t^ Test Hole 1 (EL-49.Ot) 1 C J I I I V L L_ L U L7 J Depth Elev. Layer Soil Class Soil Color Other 0-11" 48.1 A Loamy Sand 1OYR3/2 11"_22" 47.2 B Loamy Sand 10YR3/4 2.2"-144" 37.0 C Med Sand 21OYr6/4 DATE OF TESTING: 08/19/22 SOIL EVALUATOR: MARK POLSELLI WITNESS: JAY GARDINER YARMOUTH HEALTH AGENT PERCOLATION RATE HOLE #1: LESS THAN G 2 MIN/INCH (0 51") NO GROUNDWATER ENCOUNTERED NO MOTTLING ENCOUNTERED Bed Be Bath 1 Kit 81 it/ Liv 1 -- 22't --� 0 M GEOTEXTILE FABRIC r •Liner t Mil 46.0 I r r r 45.4 z ti !1-1/2" STONE r TWO !! GALLON 43.0 CONCRETE LEACH CHAMBERS WITH 4' OF STONE ON ENDS AND 4' ON SIDES 4t.0 6 LEACH CHAMBERS 6.0' (END VIEW) FLOW PROFILE NOT TO SCALE EL=37.0 Bottom Test Hole SYSTEM DESIGN CALCULATIONS SEWAGE DESIGN FLOW: EXISTING THREE BEDROOM DWELLING 0 110 GPD/BEDROOM = 330 GPD (MINIMUM DESIGN REQUIRED 330 GPD) SEWAGE DESIGN FLOW PROVIDED: TWO (2) 500 GALLON CHAMBERS WITH 4' STONE ON THE ENDS AND 4' STONE ON THE SIDES Vt = [(25.0 x 12.83) + 2(25.0 + 12:83) (2) x .74 = 332 GPD PROVIDED 332 GPD PROVIDED > 330 GPD REOUIRED SEPTIC TANK CAPACITY REQUIRED: 330 GPD X 200 = 660 (MINIMUM) SEPTIC TANK CAPACITY PROVIDED: 1,500 GALLON SEPTIC TANK (PROPOSED) A GARBAGE DISPOSAL IS NOT PERMITTED WITH THIS DESIGN FLOW Proposed 62 Pond Street Septic Plan South Yarmouth, MA Prepared for: Wesley Griifin 62 Pond Steet South Yormouth, MA 02664 Prepared by: All Cape Septic and Survey 618 Route 28 West Yarmouth, MA 02673 (508) 771- 4200 alicapeseptic@gmaii.com Date: 10/25/22 Sheet 2 of 2 Project No. AC-518-2