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Home My WebLink AboutEngineered Plans - Rev. 2016vw tw urw M/'1/MUM FEASS E00MMANCES 1) NAM CE 11 -EW l:EiidAGKt EPMaNIHEEDOFOMEW AND LOCLOrS REST A S# SEMM18Ft MCM A60 NFRANCEIMMSM 8i0C IORSAD5('t)(9) 2) 1ARWICE7 IHE2(rSE'18KCBErY MlHEWMOFWEW ANDEXOr BLALDWI A Uff EEMC raPFCMDH7. A60 WRANCESFEMOM 31OCMR154O5(1X8) I 1A M wofTopSh EL= 50.0 �Re Z bion Tr doft (4.+) Lot 6 8,150* S4. R. House #42 't.MEL=49.5 tl fl e Pootatte (+s� adrav Dt3 • Yarmouth, MA Bad Bad #2 #1 Old lutein Street 1MIbw crest them Street Dng Bath in ng Wf �1eCt Loals (4" CO (" cC� 1' IticTank Aamain (VIP) (49,4) lj a It - (W) Permit valid for REPAIR OF ETTIC SYSTEM ONLY; due to State and I oc;rl septic variances. Board of Health.review and approval is required for any, future additions/rewj%'aiionsi:ilterations to sewage faei(ities and/or structur esu/dwrUing. Yarmouth fleattr De-paRinent APPRUV 5e�&J4 Date f Boor Plan N TSS •u "rWr 14MiliclAw W 9—M-16 AUG 19 20106 HEALTH DEPT `! )Aee wofsMSp 42 Peace! 252 2) Book 26M Fbp 344 3.) Ran Book 98 fte 35 4.) Ws property isnot in aZone )) Public VU*eqwpply. 6.) This p#*wty isin Hood inane Xasshmn on Map 2$OtNC0 W Date 7/16114 (482) DOING SPOT G*DE FAUNMEWOTGRAM —24— CONTOUR ohw— OVEMISADU 1UTYUNEE u--- UNDSOMND UTIL17YUNES G C-ASSi AC EUNE ....� . �.� EDGEOFCLEARNG FENCE TwHOLELOCA m Sr S FMIANK Mom E Scic hilone S c h Ywnoutfi, MA All Cie Septics 618 haute 28 ftmd Yarmouth, MA 42673 (508) 77IA200 r:meil:allcapeseptic@gmaii.com oete: OB/MIG I :;fleet 1 cf 2 JWMA 00* 34 1N0.AO71 Dete:06/WIG OMMChtberDeeign TOP OF FOUNDATION MkWM2r01AWrERC0N0AM covERSRaloMnnaes'c>F Riser Extension Proposed Riser Extension EL = 49.8 F res (DRASNORD) to within 6" of grade D -BOX ELr 4$9i to within W of grade r�r"MUMvoFca� MINIMUM 9" OF COVER �P GfOTEXTILE FABRIC '� 47 5 46.1 �n - 3f:4 m (iN PLACE OF 1/4"-1/2" PEASTONE) .�.� 47.3 INVERTEL INYERTEL to" - 45.9 45.73 Depth Elev. Existin 14 gTO Remain INSTALLTFEAND GAS BAFFLF ATOULlET INVERTEL 45.6 - 1-1/2"STONE (Double 011-81' 6• s1aNE aASE A wash) 1 OYR 3/1 DB -3 - 46.9 B H-20 RatedH-20 Rated 32"-150" '6 THREE (3) SHOREY PRECAST CONCRETE Fine Sand Existing 1,000 Gal LEACH CHAMBERS (4'X 8! X IW DEEP) l 25t --i Septic Tank f 1 r r ! YVITFi 4` STONE ONTHE SIDES AND ENDS s To Remain 1 r Longest Run ^( LEACH CHAMBERS EL=39.2Adjusted Ground Water FLOW PROFILE (ENDVIEW) EL= 37.1 Observed Ground Water CONSTRUCTION NOTES NOTTO SCALE EL= 37-1 Bottom Test Hole 1 J ALL WORK SHALLCONFORM TO THE STATE ENVRONMENTALCODE,TITLE5 (310CMR IS:DDW. STANDARD REQUIREMENTS FOR THE SITING, CONSTRUCTIOK INSIWTION, UPGRADE, AND EXPANSION OF ON-SITE5EWAGETREMMENT AND DISPOSAL SYSTEMS AND FOR THETRANSP'ORT AND DISPOSAL OF SEPTAGE, ANDTHE LOCAL BOARD OF HEALTH REGULATIONS. 2J ANY SEPTIC SYSTEM COMPONENT INSTALLED IN A LOCA71ON WHFRETHERE IS POTEMTIAL FOR VEHICLES OR HEAVY EQUIPMENTTO PASS OVER IT SHALL BE DESIGNED TOWrIN5TANDANH-20 LOADING. IF UNDER AN IMPERVIOUS SURFACE, SYSTEM SHALL BE VENTEDTO THE ATMOSPHERE. 3.) TO MINIMIZE UNEVEN SETTLING, SEP ICTANKS AND D -BOX SHALL BE INSTALLED ON A STABLE MECHANICALLY -COMPACTED BASE ON SIX INCHES OF CRUSHED STONE. 4.) COVERS OVER THE INLET AND OUTLETTEESOFTHESEP ICTANK,THEDWRIBUTION Bol(, AND THE SOIL ABSORPTION SYSTEM SHALL BE RALSEDTOWTTHINB`OF FINALGRADE LEAGIING FIELDS, TRENCHES, AND OTHER SOIL ABSORPTION SYSTEMSWITHOUT ACCESS MANHOLES SHALL HAVE AT LEAST ONE (1) INSPECTION PORT CONSISTING OF PERFORATED 4" PVC PIPE PLACED VERTICALLYTO THE BOTTOM OF THE SOIL ABSORPTION SYSTEM WITH ACAP TIED WITH MAGNETIC MARK] NGTAPE, 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 LESSTHAN I% OTHERWISE. 6) DISTRIBUTION LINES FOR THE SOIL ABSORPTION SYSTEM SHALL BE 4" DIAMETER SCHEDULE 40 PVC (OR EQUIVALENT) LAID AT O.OD5 FTIFT. UNLESS OTHERWISE NOTED. LINES SHALL BE CAPPED AT END OR AS NOTED. 7J LINES FROM THE DISTRIBUTION BOX TO BE LEVEL FOR THE FIRSTTWO (2) FEET BEFORE PITCHING TO THE SOIL ABSORPTION SYSTEM. DISTRIBUTION BOX SHALL BE WATIRTESTEDTO ASSURE EVEN DISTRIBUTION, 84 GROUTTO BE USED AT ALL POINTS WHERE PIPES ENTER OR LEAVE ALL CONCRETE STRUCTURES IN ORDER TO PROVIDE A WATERTIGHT SEAL. 9J HEAVY EQUIPMENT SHALL NOT BE ALLOWED TO OPERATE OVERTHE 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 WITHIN 100' 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 AREATHAT 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 DESIGNER. 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 THATTHE SEWAGE DISPOSAL SYSTEM WAS INSTALLED IN ACCORDANCE WITH THE TERMS OFTHE PERMIT ANDTHE 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, ANDTHE LOCAL WATER DEPARTMENT, 16) CONTRACTOR SHALLVERIFY THAT ALL WASTELINIS 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 INSPECTTHE 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. 20.) WATERISEWER CROSSING: 2" PVC WASTEUNE SHALL BE SLEEVED IN A 20' SECTION OF 4" PVC PIPE CENTERED OVER THE WATER LINE TO MAXIMIZE DISTANCE TO JOINTS. Yf N D -Box SYSTEM DESIGN CALCULATIONS SEWAGE DESIGN FLOW REQUIRED: 2 BEDROOM DWELLING @ 110 GPD I BEDROOM = 220 GPD REQUIRED SEWAGE DESIGN FLOW PROVIDED: THREE (3) CONCRETE LEACH CHAMBERS {4' X 8' X 1' DEEP) WITH 4' STONE ONTHE ENDS AND 4` STONE ON THE SIDES Vt =1(32.0 x 12.0) +2(32.0+ 12.0) x-74 = 344 GPD PROVIDED N 349 GPD PROVIDED > 220 GPD REQUIRED SEPTIC TANK CAPACITY REQUIRED: 330 GPD X 200% = 660 GPD REQUIRED ° SEPTICTANKCAPACITY PROVIDED: 1,000 GALLON PROVIDED (EXISTING) A GARBAGE DISPOSAL IS NOT PERMITTED WITH THIS DESIGN FLOW Test Hole #1 (EL=49.6±) Ica 1 n V LC LV V Depth Elev. Layer Soil Class Soil Color Comments 011-81' 49.0 A Loamy Sand 1 OYR 3/1 81f- 32" 46.9 B Loamy Sand 1 OYR5/6 32"-150" 37.1 C Fine Sand 2,5Y6/3 I Standing Groundwater Encountered @ 150" Depth EL = 37.1 DATE OF TESTING: 8/03/16 SOIL EVALUATOR: SCOTT MCGANN BOARD OF HEALTH AGENT: AMYVON HONE PERCOLATION RATE: LESS THAN 2 MINANCH IN "C" LAYER AT 59" GROUNDWATER ENCOUNTERED AT 150" DEPTH EL = 37.1 Estimated High Groundwater Calculation Index Well # MiW - 29 Zone A OF Date of Reading 7/16%'` Depth to Groundwater 12.5 Groundwater Adjustment 2.1 Actual Groundwater Level 10.4U jVP Estimated High Groundwater 39.2 Assessors Map 42 Parcel 252 Proposed Sewage Disposal System 42 Locust Street South Yarmouth, MA Prepared for: Prepared by: All Cape Septic LLC Daren E. Scichilone 618 Route 28 South Yarmouth, MA West Yarmouth, MA 02673 (508) 771-4200 allcapeseptic@gmail.com Date: 08/08/16 1 Sheet 2 of 2 6 By: MA l Check: SM l Project No. AC-71-Sht2