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Home My WebLink AboutEngineered Plans - Rev. 2016Existing Water Line Driveway _._... w ., Porch «. 34 32 NExisting 1,000 Galion Septic Tank 30� To Remain .(rt,°I Garage 38 Utility I IN Val Q� ,1�y vlxkk Q�,�,,0 5° Q N NO 97 Existing 1,000 / Gallon SepticTank �a Remain ,,. 36 L �� rHouse #4 I 34 w c � --- See Note #19 0' � d 32 , � N ool $� y� Deck i `'c House #4 6 Bedrooms,,, NAD 86.x, - Slab TSM EL = 305 `7 Deck 124 "'"""""" Patio Lot 10 0.87± Acres 22 �� Ar M1 2 1Teo Zola@ AE ELS" g`^,..'""" r--� w.... Appy rox� ► ate Ed ~ 9e ofWet an s �9h Waterer Ma 9g Shed �a See Note #19 rim Pool 24 0F 4f4� "---�� STEPPHO ►turimat opo oasts B. an No. 393a, B 6 20 10 Proposed Liner Din Bdr1'aJ Bdr Kit down Liv Bdr 2 Entry UDDer Floor N.T.S. Bath lh Bddr Tsat Bdr I Family I Bq r Lower Floor Yarmouth Health Department PP. OVED Name Date a 40 60 SCALE 1 "=20' R =27.21' L = 24.04' Yarmouth, MA LOCUS No. so. 1.) Assessor's Map 127 Parcel 53 z.) p1026736 3.) L.C. Plan 23382-B Lot 14 4.) This property is not in the State Approved Zone 11 Water District 5.) This property is n Flood Zone AE BFE = 9.0 Map 25001 C0579J Date 7/16/14 LEGEND (48.0) EXISTING SPOT GRADE 24xs PROPOSED SPOT GRADE —24— PROPOSED CONTOUR —•--ohw-.— OVERHEAD UTILITY LINES ----w WATER LINE -�— G --- GAS SERVICE LINE �..++.�..� EDGE OF CLEARING FENCE TEST HOLE LOCATION ST SEPTlCTANK D8 DISTRIBUTION BOX SAS SOIL ABSORPTION SYSTEM O Q�n1SR oa m .a c u. Lacus Ma R'i'o °y 7-4 Prepared for: Susan M.. Carnathan 4 Driftwood Lane Yarmouth Port, MA Preliminary Sewage Disposal System 4 Driftwood Lane Yarmouth Port, MA Prepared by: All Cape Septic LLC 618 Route 28 West Yarmouth, MA 02673 (508) 771-4200 Email; allcapeseptic@gmail.com Date: 10/13/16 Sheet 1 of 2 By: MA Check: SM Project No. AC -67 1.) ALL WORK SHALL CONFORMTO THE STATE ENVIRONMENTAL CODE, TLTLE 5 (310 CMR 15.000): STANDARD REQUIREMENTS FORTHE SITING, CONSTRUCTION, INSPECTION, UPGRADE, AND EXPANSION OF ON-SITE SEWAGE TREATMENT AND DISPOSAL SYSTEMS AND FOR THETRANSPORT 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 Et1UIPMENTTO PASS OVER IT SHALL BE DESIGNED TO WITHSTAND AN H-20 LOADING. IF UNDER AN IMPERVIOUS SURFACE, SYSTEM SHALL BE V4NTED TO THE ATMOSPHERE 3J To MINIMIZE UNEVEN SETTLING, SEPTICTANKS AND D40X SHALL BE INSTALLED ON A STABLE MECHANICALLY COMPACTED BASE ON SIX INCHES OF CRUSHED STONE, 4.) COVERS OVER THE INLET AND OUTLET TEES OF THE SEPTICTAN K, THE DISTRIBUTION BOX, AND THE SOIL ABSORPTION SYSTEM SHALL BE RAISEOTO 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 VERTICALLYTOTHE BOTTOM OFTHE SOIL ABSORPTION SYSTEM WITH A CAP,TIED WITH MAGNETIC MARKINGTAPE, 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 LESSTHAN 2% FROM THE BUILDING TO THE SEPTICTANK, AND NOT LESS THAN i%OTHERWISE. 6.) DISTRIBUTION LINES FORTHE 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 70 BE LEVEL FORTHE FIRST TWO (2) FEET BEFORE PVCHINGTOTHESOIL ABSORPTIONSYSTEM. DISTRIBUTION BOX SHALL BE WATER TESTED TO ASSURE EVEN DISTRIBUTION. 84 GROUTTO BE USED AT ALL POINTS WHERE PIPES ENTER OR LEAVE ALL CONCRETE STRUCTURES IN ORDERTO PROVIDE A WATERTIGHT SEAL, 9J HEAVY EQUIPMENT SHALL NOT BE ALLOWEDTO OPERATE OVERTHE LIMITS OF THE SEWAGE DISPOSAL FIELD DURINGTHE COURSE OF CONSTRUCTION OFTHE SYSTEM, 10.) IN ACCORDANCE WITH 310 CMR 13.221, ALL SYSTEM COMPONENTS SHALL BE MARKED WITH MAGNETIC MARKING TAPE. 11JTHERE ARE NO KNOWN WELLS WITHIN 100' OFTHE PROPOSED SOIL ABSORPTION SYSTEM. 12.) FROM THE DATE OFTHE INSTALLATION OFTHE SOIL ABSORPTION SYSTEM UNTIL RECEIPT OF THE CERTIFICATE OF COMPUANCE,THE PERIMETER SHALL BE STAKED AND FLAGGED TO PREVENT USE OFTHE AREA THAT MAY CAUSE DAMAGE TOTHE 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 BYTHE 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 WRrnNGTHATTHE SEWAGE DISPOSAL SYSTEM WAS INSTALLED IN ACCORDANCE WITH THE TERMS OFTHE PERMIT ANOTHE APPROVED PLANS, 48 HOURS ADVANCE NOTICE IS REQUESTED. I SJ L OCAnON OF UTILITIES IS APPROXIMATE AND CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMININGTHE LOCATION OF ALL UNDERGROUND AND OVERHEAD UTILITIES PRIORTO COMMENCEMENT OF ANY WORK. THIS INCLUDES, BUT IS NOT UMITEDM REQUESTS TO DIGSAFE, ANY PRIVATE UTILITY COMPANIES, ANDTHE LOCAL WATER DEPARTMENT. 163 CONTRACTOR SHALL VERIFY THAT ALL WASTEUNES ARE CONNECTED BY WATERTESTING WITHIN THE DWELLING PRIORTO INSTALLATION OF ANY SEPTIC COMPONENTS. 17.) CONTRACTOR SHALL VERIFY EXISTING INVERT ELEVATIONS PRIORTO INSTALLATION OF ANY SEPTIC SYSTEM COMPONENTS. I 8.)TEST HOLES COMPLETED PER STATE ENVIRONMENTAL CODE,TITLE S. SOILS CAN BE VARIABLE ANDTEST HOLE DATA IS NO GUARANTEE OF SOIL CONDITIONS IN OTHER AREAS. IF SOILS DIFFER FROM THOSE SHOWN IN THE SOILS LOGS, DESIGN ENGINEER LS TOINSPECTTHE SOILS PRIOR TO PROCEEDING WITH INSTALLATION OF ANY SEPTIC COMPONENTS. 193 EXISTING SEPTIC COMPONENTS TO BE LOCATED, PUMPED DRY, FILLED WITH CLEAN SAND AND ABANDONED IN PLACE OR REMOVED AS REQUIRED. AREATO BE COMPACTEDTO MINIMIZE SETTLING. 20J WATERISEWER CROSSING: 2" PVC WASTELINE SHALL BE SLEEVED IN A 20' SECTION OF 4" PVC PIPE CENTERED OVER THE WATER LINE TO MAXIMIZE DISTANCE TO JOINTS, TOP OF SLAB MMRMUM 2' DAM 0 C0NaEM T EL= 30.5 covERs)wsEorowmuNs of 1V.1H' RACIE (0.=-7 ) Q.gox Riser Extension PROVIDE INSPECTION PORTSTO EXISTING EL 30.4 to within 6" or gradeMINIMUM 9" OF COVER WITHIN 3" OF FINAL GRADE numavBB � 20.41 OVER PRECAST Top 29.0 Filter Fabrtc 26.6 18.2 LIQUID LEVEL s INVERT EL 27.7 INVERTEL 10^ 14^ 27.41 26.4 26.23 INVERTEL INVERT EL iRwnr 6.1 INSTALLTEE AND GAS BAFFLE AT OUTLET a Si0M:8i Proposed 25.2 THIRTI' EIGHT (98)INFILTRATORARC'J61iC(A61iiBD2)LEACH CHAMBERS UN[i'S IN RED CONFIGURATION INTWO (2) ROWS OF NINE (9) UNITS AND (DB 6) FOUR (4) ROWS OF FIVE (S) UNITS, D -Box e'sraaBUE 47'-----10' ---- LEACHCHA CHAMBERS 15± Back Yard Longest Run 30 (THIRTY EIGHT) INFILTRATOR UNITS Existing 1,000 Gal EL=1$A Bottom Test Hole Septic Tank FLOW PROFILE TOP OF FOUNDATION EL 37.0 To Remain NOTTO SCALE = EXISTING EL 31.2 F= 'Rnn F� SYSTEM DESIGN CALCULATIONS OVERPREC40 INVERT EL 29.9 / INVERTEL 1(r Existing ta" To Remain INSTALLTEE AND GAS BAFFLE AT OUTLET 20* Side Yard i 44. I f Existing 1,000 Gal r Septic Tank To Remain 45.0' INSPECTION PORTS Leaching Field Detail N.T.S. . -i -•- B ■-�B r- e n' - Test Hole #1 (EL=29.4±) 1 Ca I rl V LC LV V Depth Eiev, Layer Soil Gass Soil Color Comments 0"- 6" 28.9 A Sandy Loam 1 OYR 3/,1 6"- 35" 26.5 B Loamy Sand 10YR5/6 35"-132" 18.4 C Medium Sand 2.5Y6/3 No Standing Groundwater Encountered' DATE OF TESTING: 9/14/16 SOIL EVALUATOR: SCOTT MCGANN BOARD OF HEALTH AGENT: AMY VON HORNE PERCOLATION RATE: LESS THAN 2 MIN/INCH IN "C" LAYER AT 71" SEWAGE DESIGN FLOW REQUIRED: 6 BEDROOM DWELLING @ 110 GPD / BEDROOM = 660 GPD REQUIRED SEWAGE DESIGN FLOW PROVIDED: THIRTY EIGHT (38) ADS UNITS IN BED CONFIGURATION IN TWO (2) ROWS OF NINE (9) UNITS AND FOUR (4) ROWS OF FIVE (5) UNITS. CAPACITY = 45'X 2 ROWS X 4.80 SF/LF = 432 SF/LF 205 X 4 ROWS X 4.80 SF/LF = 480 SF/LF 912 SF/LF X 0.74 = 674 GPD 674 GPD PROVIDED > 660 GPD REQUIRED SEPTICTANK CAPACITY REQUIRED: 660 GPD X 200 %=1200 GPD REQUIRED SEPTICTANK CAPACITY PROVIDED: TWO EXISTING 1000 GALLON SEPTIC TANKS A GARBAGE DISPOSAL IS o PERMITTED WITH THIS DESIGN FLOW Assessors Map 127 Parcel 53 Proposed Sewaoe Disposal Svstem 1 4 Driftwood Lane Yarmouthport, MA I Prepared for: Prepared by: All Cape Septic LLC Susan M. Carnathan 618 Route 28 4 Driftwood Lane West Yarmouth, MA 02673 Yarmouth Port, MA (508) 771-4200 alicapeseptic@gmaii.com Date: 10/13/16 1 Sheet 2 of 2 By: MA I Check: SM I Project No. AC-67-Sht2 Rev Date:10/13/16 Elev's Medium Sand Date of Perc