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Home My WebLink AboutEngineer PlanMap 86 Parcel 113 10C-),�1) E Top Conc. Ste TBM EL = 50.4 --��L dc.— — -• �kA t, the Map 86 Parcel 108 Removed 1 z 1 Lot 208 I S t l W 1 1, 9113± Sq. Ft 11 1 � l 1 1 rn i 11 I House #56 011 Note 11 ja 2 Bedroom �, 1/ #19 1 TOF EI = 50.0 `(b 1 I I tg 83 }a 0 GCi O it lfl 1 p`'..••.3 13 1 1� �' �* O • N 0 - 1 a 11 �-�—! Garage DB o o Q Ir -A Test Hole SAS 0 permit valid for REPAIR OF SEPTIC SYSTEM. ONLY, due to State and Local septic variances. -'Board of Health review and approval is required for say future additions/renovations/alterations to, sewa{e facilities and/or structures/dwelling. Yarmouth Health Deparunest APPROVED Map 8 Parcel 1107 AUG 17 2021 HEALTH DEPT Old Town House Rd -o cc skonoe P m CE vl or O J N :3 O E a �° m ,o 0 7 m � 3 a o = 3 Locus WEST YARMOUTH, MA SITE LOCUS NOT TO SCALE 1.) Assessor's Map 86 Parcel 114 2.) Bk 28268 Pg. 197 3.) Plan Book 237 Page 143 4.) This property is in the Zone II Water Protection District 5.) This property is in Flood Zone X Firm Map 25001CO586J 7/16/14 1 1 ID / 1 oy/ I I t o. Obs HoTe a+y �l4 i OF MAS. SZ7, W Vz��PSTEPHEN 1 — B. Mop 86 a MOORE Parcel 115 4 No.39398 a_ $ NOTE: 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. Maximum Feasible Compliance? �� Proposed Site and Septic Plan 56 Payson Path West Yarmouth, MA Prepared by: Prepared for: All Cape Septic and Survey Stacia Takoch 618 Route 28 56 Payson Path West Yarmouth, MA 02673 West Yarmouth, MA (508) 771-4200 allcapesepticOgmail.com July 19, 2021 Sheet 1 of 2 By: MA Check; SM Dwg. x{346 Variances: 310 CMR ' G ' n,......_ 1.) Variance to the 20' setback between the edge of the SAS and the Foundation. An 17.0" setback is provided. 20 An 3.0' Variance is requested. 310 CMR 15.405(i)(a) GRAPHIC SCALE 0 20 40 ( IN FEET ) 1 inch = 20 ft. so CONSTRUCTION NOTES 1.) ALL WORK SHALL CONFORM TO THE STATE. ENVIRONMENTAL CODE, TITLE 5 (310 CMR 15.000): STANDARD REQUIREMENTS FOR THE SITING, CONSTRUCTION, INSPECTION, UPGRADE, AND EXPANSION OF ON-SITE SEWAGE TREATMENT AND DISPOSAL SYSTEMS AND FOR THE TRANSPORT 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 ATMOSPHERE. TOF EL=50.0± 3.) TO MINIMIZE UNEVEN SETTLING, SEPTIC TANKS AND D -BOX SHALL BE INSTALLED ON A STABLE MECHANICALLY -COMPACTED BASE ON SIX INCHES OF CRUSHED STONE. 471 4.) COVERS OVER THE INLET AND. OUTLET TEES OF THE SEPTIC TANK, THE DISTRIBUTION BOX, ANDEXIstir 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 MINIMUMCONTINUOUSGRADE 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 SCHEDULE 40 PVC (OR' EQUIVALENT) LAID AT 0.005 FT/FT. UNLESS OTHERWISE NOTED. LINES SHALL BE CAPPED AT END OR AS NOTED. 7.) LINES FROM THE DISTRIBUTION BOX TO BE LEVEL FOR THE FIRST TWO (2) FEET BEFORE 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 MARKED WITH MAGNETIC MARKING TAPE. 11.) THERE. ARE NO KNOWN WELLS OR WETLANDS WITHIN 150' OF THE PROPOSED SOIL ABSORPTION 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 BY THE ENGINEER. 14.) THE BOARD OF HEALTH REQUIRES INSPECTION OF ALL CONSTRUCTION BY AN AGENT 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 PERMIT 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 TESTING 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 SAND AND ABANDONED IN PLACE OR REMOVED AS REQUIRED. AREA TO BE COMPACTED TO MINIMIZE SETTLING. (INCLUDING EXISTING SEPTIC TANK) 46.5 Bed #1 0 a GAS BAFFLE EXISTING 1,000 GALLON } SEPTIC TANI DB -3 H-20 D -BOX AUG 2Q24 FLOW PROFILE " NOT TO SCALE GEOTEXTILE FABRIC �•ifi�i�il ��I �./ 1-1/2- STONE o 1911 sr i_.� .t!Y:.l �T Lw.uStiT C• •• GALLON ONCRETE7OF STONEON • AND • DN SIDES, LEACH CHAMBERS 51' (END MEW) Rottom Test Hole Floor Plan HEALTH DEPT. N.T.S. SYSTEM DESIGN CALCULATIONS Dining Kitchen SEWAGE DESIGN FLOW: TWO BEDROOM DWELLING 0 110 GPD/BEDROOM = 220 GPD SEWAGE DESIGN FLOW PROVIDED: TWO (2) 500 GALLON CHAMBERS ✓ WITH 2' STONE ON THE ENDS AND 2' STONE ON THE SIDES Living Vt = [(21.0 X 8.83) + 2(21.0 + 8.83) (2) x .74 = 225 GPD PROVIDED 225 GPD PROVIDED > 220 GPD REQUIRED SEPTIC TANK CAPACITY REQUIRED: 220 GPD X 200 = 440 (MINIMUM) SEPTIC TANK CAPACITY PROVIDED: 1,000 GALLON. SEPTIC TANK (EXISTING) A GARBAGE DISPOSAL IS NOT PERMITTED WITH. THIS DESIGN FLOW Test Hole 1 (EL=49.0±) I CJ I r-IULL LUh Depth Elev. Layer Soil Class Soil Color 0"-14" 47.8 A Sandy Loom t0YR3/1 14"-17" 47.6 B Loamy Sand 10YR4/4 17"-28" 46.7 C Med-Coarse 10YR5/3 Sand 28"-127" 38.4 C Med-Coarse 10YR5/3 Sand B. m MOORE -' DATE OF TESTING: 06/17/21 No. 39398 SOIL EVALUATOR: MARK POLSELLI WITNESS: MALLORY LANGLER YARMOUTH HEALTH AGENT PERCOLATION RATE HOLE #1: LESS THAN < 2 MIN/INCH NO GROUNDWATER ENCOUNTERED NO MOTTLING ENCOUNTERED 71z417-1 Proposed Site and Septic Plan BOTTOM OF TEST 65" 56 Payson Path West Yarmouth, MA Prepared for: Stacia Takoch 56 Payson Path West Yarmouth, MA Prepared by: All Cape Septic and Survey 618 Route 28 West Yarmouth, MA 02673 (508) 771-4200 ollcapeseptic®gmail.com Date: 07/19/21 Sheet 2 of 2 Project No. AC -346