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Home My WebLink AboutEngineer Plans - 202120 Mop 54 Parcel 25 Perwrit valid for REPA R OF SEPTIC STEM ONLY, di to Stale Id Local septic van ll Board of Health review nd approsihl is required fol may full additio /renovalionaalterations to srrvage facilities and/or structures/d"elling. Yarmouth Ieallh Department AP ROVED lFrt/1� G � Name n Mme w/ Lot 8 M 18,688± Sq. Ft. Map 54 i Parcel 27 S 58293Sry F / 24 / //r°ti° House #1 \ 3 Bedroom \ TOF EL = 24.5 z5> \ I / Garage 24� 1 \ Slab = 23.3 c.0. �wOta X 24 \ � i6, R C/(pub�J: 2s�0 lic 2? QC/ GRAPHIC SCALE \` ( IN FEET ) 1 inch = 20 ft. 1.) Assessor's Map 54 Parcel 26 2.) Bk. 31005 Pg. 196 la pve 3.) Plan Book 264 Page 94 Me 4.) This property is in the Zone II Water Protection District s t'-��/Hawes 5.) This property is in Flood Zone X al Run Rd Firm Map 25001CO567J 7/16/14 jVjLTH South Hawes Run Rd DEPT. WEST YARMOUTH, MA 691 SITE LOCUS NOT TO SCALE / 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 ADB Vent c AND THE LOCAL WATER DEPARTMENT, O ** SAs�ay tK / -)ST * ** *� Note #19 ,,q/ / \j .* . , a l * f Ci � / 1 9 / See °leo Note #19 / �� elegy \ O/� of ot/ // �� \ .mac, / Proposed 22 --- --- � � / ryo may/ i Havvkz:ti Run h / Prepared for: ( \ p / Top Basin rpso Q /10TBM EL = 20.0 James Van Ness L = 37.10' / 33 Mayflower Lane 80 / Rochester, MA J R = ).c; n' ( / 7F WORE No. 393398 &P( Site and Septic Plan Road West Yarmouth, MA Prepared by: All Cape Septic and Survey 618 Route 28 West Yarmouth, MA 02673 (508) 771-4200 allcopeseptic@gmail.com —]April 22, 2021 Sheet 1 of 2 By: MA Check: SM Dwg. #334 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 PASSOVERIT SHALL BE DESIGNED TO WITHSTAND AN H-20 LOADING. IF UNDER AN IMPERVIOUS SURFACE; SYSTEM SHALL BE VENTED TO THE ATMOSPHERE. EL=24.5± Clem [-1 Out 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. 21.5± 4.) COVERS OVER THE INLET AND OUTLET TEES OF THE SEPTIC TANK, THE DISTRIBUTION BOX, AND Existing THE SOIL ABSORPTION SYSTEM SHALL BE RAISED TO WITHIN 6" OF FINAL GRADE. LEACHING FIELDS. TRENCHES. AND OTHER SOIL ABSORPTION SYSTEMS NTTHOUT 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 WD 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 SCHEDULE 40 PVC (OREQUIVALENT)WD 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 BEALLOWEDTO OPERATE OVER THE LIMITS OF THE SEWAGE DISPOSAL FIELD DURING THE COURSE OF CONSTRUCTION OF THE SYSTEM. 10.) IN ACCORDANCE WITH 310 CMR 1&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 CHANCES 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, 1S) LOCATION OF UTIUTIES 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 WASTEUNES ARE CONNECTED BY WATER TESTING WITHIN THE DWELUNG 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 M 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) " 25'1 101 EL = MIN: 20" 21-8 M GEOTEXTILE 20.3 FABRIC � 20.4 J o ( 20.2 20.0 3/4" to 1-i//2' STONK GAS BAFFLE DB -3 H-20 (Double wash) D -BOX TWO (2) 500 GALLON PRECAST 17.8 CONCRETE LEACH CHAMBERS WITH 4' OF PROPOSED STONE ON ENDS AND 4" ON SIDES 1,500 GALLON 8't. -12'±-A ' SEPTIC TANK LEACH CHAMBERS 5.1 END VIE FLOW PROFILE NOT TO SCALE EL=12.7 Bottom Test Hale Test.Hole 1 (EL_22.7±) TEST HOLE LOG Depth Elev. Layer Soil Close Soil Color 0"-4" 22.4 A Sandy Loam t0YR3/1 4"-21' 21.0 B Loamy Sand 10YR4/4 21"-120' 127 C Med-Coorse 1OYR5/3 Sana DATE OF TESTING: 04/08/21 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 YSTEM DESIGN CALCULATIONS SEWAGE DESIGN FLOW: 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 - 349 GPD PROVIDED 349 GPD PROVIDED > 330 GPD REWIRED SEPTIC TANK CAPACITY REWIRED: 330 GPD X 200 = 660 (MINIMUM) SEPTIC TANK CAPACITY PROVIDED: 1,500 GALLON SEPTIC TANK A GARBAGE DISPOSAL IS NOT PERMITTED WITH THIS DESIGN FLOW Proposed Site and Septic Plan 1 Hawes Run Road West Yarmouth, MA Prepared for: James Van Ness 33 Mayflower Lane Rochester, MA Prepared by. All Cape Septic and Survey 618 Route 28 West Yarmouth, MA 02673 (508) 771-4200 alicapesepticOgm ail, com Date: 04/22/20 Sheet 2 of 2 Project No. AC -3341