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Home My WebLink About89 Baker Road - Site PlanTOP OF FOUNDATON �- EL- I I .e •• II■0 FITf 24'dameter concrete tout`s raced to w ithm 6" of hnish grade (or as noted) Gas Baffle v tz=36S /500 GALLON - ,55077C TANK a V 8.3+ s=.005 B./9 19.13 17.60 /2' 1 L ges9't Run �- DB -6 LOW PROFILE Of -20 Rated) D -BOX FLOW PROFILE CONSTRUCTION NOTES NOT TO SCALE 1.) ALL WORK SHALL CONFORM TO THE STATE ENVIRONMENTAL CODE, TITLE 5 (31 O CMR 1 5.000): 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 5EPTAGE, 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 PA55 OVER IT SHALL BE DESIGNED TO WITHSTAND AN H-20 LOADING. IF UNDER AN IMPERVIOUS SURFACE, SYSTEM SHALL BE VENTED TO THE ATMOSPHERE, 3.) TO MINIMIZE UNEVEN SETTLING, SEPTIC TANKS 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 SEPTIC TANK, THE DISTRIBUTION BOX, AND THE SOIL ABSORPTION SYSTEM SHALL BE RAISED TO WITHIN G' 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, ACCF551BLE 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 LE55 THAN I% OTHERWI5E. 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 F195T TV.'O (2) FEET BEFORE P.'T^":G TO TY.`_ SOIL ABSORPTION SYSTEM. DISTRIBUTION BOX SHALL BE WATER TESTED TO AS5URE 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 UMIT5 OF THE SEWAGE DISPOSAL FIELD DURING THE COURSE OF CONSTRUCTION OF THE SYSTEM. 10.) IN ACCORDANCE WITH 3 10 CMR 15.22 1 , ALL SYSTEM COMPONENTS SHALL BE MARKED WITH MAGNETIC MARKING TAPE. 1 1 .) THERE ARE NO KNOWN WELLS WITHIN 100' OF THE PROPOSED 501L AB50KPTION SYSTEM. 12.) FROM THE DATE OF THE INSTALLATION OF THE 501L 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. Inspection Port and vp with magnetic marking tape to within 3 -of grade EL=9. 1(mm) 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 THAT THE SEWAGE DISPOSAL SYSTEM WAS INSTALLED IN ACCORDANCE WITH THE TERMS OF THE PERMIT AND THE APPROVED PIANS. 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 15 NOT UMITED TO, REQUESTS TO DIG5AFE, ANY PRIVATE UTILITY COMPANIES. AND THE LOCAL WATER DEPARTMENT. I G.) CONTRACTOR SHALL VERIFY THAT ALL WASTE LINES ARE CONNECTED BY WATER TESTING WITHIN THE DWELLING PRIOR TO INSTALLATION OF ANY SEPTIC COMPONENTS. 17.) CONTRACTOR SHALL VERIFY EXISTING INVERT ELEVATION5 PRIOR TO INSTALLATION OF ANY SEPTIC SYSTEM COMPONENTS. 18.) INSTRUMENT SURVEY CONDUCTED FOR PROPOSED WORK ONLY. 517E PLAN SHALL NOT BE USED FOR STAKING, OR ANY OTHER PURPOSES. 19.) THI5 PIAN DOES NOT CERTIFY, GUARANTEE OR WARRANTY COMPUANCE WITH DEEDED OR ZONING BYLAWS, SPECIFICALLY, BUT NOT LIMITED TO, SIDELINE SETBACKS AND BUILDING HEIGHT RESTR)CTIONS. OWNER IS RESPONSIBLE FOR OBTAINING SUCH A DETERMINATION FROM THE APPROPRIATE AUTHORITY. 20.) TEST HOLES COMPLETED PER STATE ENVIRONMENTAL CODE, TITLE 5. SOILS CAN BE VARIABLE AND TEST HOLE DATA 15 NO GUARANTEE OF 501 CON DITION5 IN OTHER AREAS, IF SOILS DIFFER FROM THO5E SHOWN IN THE S0I1-5 LOGS, DESIGN ENGINEER IS TO INSPECT THE SOILS PRIOR TO PROCEEDING WITH INSTALLATION OF ANY SEPTIC COMPONENTS. 2 1.) SOIL REMOVAL: ALL TOPSOIL ('A" LAYER) AND SUBSOIL ("B" LAYER) SHALL BE REMOVED FOR A DISTANCE OF FIVE (5) FEET LATERALLY FROM THE SOIL ABSORPTION SYSTEM DOWN TO THE CLEAN SAND LAYER (EL=2.3± to EL=5.9±). AREA TO BE BACKFILLED WITH CLEAN SAND AND COMPACTED TO MINIMIZE SETTLING. 22.) EXISTING SEPTIC COMPONENTS TO BE REMOVED. ANY CONTAMINATED 501L SHALL BE REMOVED FOR A DISTANCE OF FIVE (5) FEET LATERALLY FROM THE SOIL ABSORPTION SYSTEM AND REPLACED WITH CLEAN SAND. AREA TO BE COMPACTED TO MINIMIZE SETTLING. 23.) INSTALL A 40 mil HDPE UNER FOR BREAKOUT FROM EL=8.3± TO EL -4.3± A5 SHOWN ON PIAN (SEE PLAN VIEW). NINETEEN (19) ADS AKC3GLP LEACH 40 mil. HDPELner- (:xe Note 4123) N/NfTF5V (19) AD5 ARC36LP LEACH 1 4.01(Pee R>te >2 midi h) CHAMBER5 IN BfO CONFIGURATION e.5'* _ ft=3.6- £samaree nqb Giw,nlwater LEACH CHAMBERS 09ti ( Gevmdwata L2=-0.9} oot'� of Test /lois HIGH GROUNDWATER LEVEL CALCULATIONS: Depth To Water Table in TP -I (10-2-14): _ Appropriate Index Well: Water Level Range Zone: Current Depth To Water Level For Index Well (09114): Water Level Adjustment: Estimated Depth To High Water: 3.8' (EL=0.9±) MIW-29 A (O-2) 9.79 2.7 1. 1' (EL=3.G±) SYSTEM DESIGN CALCULATIONS 5£WA6£D£51GNYZ0WR£0U1RE0: 2 BfDROOMDW£UJNG 6 L LO GPD/BEDROOM (MIN/MUM 3 BDRM DE5(GN)= 330 GPD REQUIRED 5EWA6EDE5I6N £LOW PR0WDED: N/NETffN (19) AD5 UN175 LN BED CONPIGURAT/ON (ft=[(330/0.74)/(4.73 Pi2/FO15.0 LPJ = 1B.9 AD5 UN/T.5 REQUIRED (I 5P P.eOVIDED) 333 GPD PROVIDED > 330 GPD REQUIRED 5C?77C TANK CAPAC17YREQU/RED: 330 GPDX 2007 - 660 GPD REQUIRE9 5fPI7C TANK CAPACI7YPR01/0ED. 1507 GALLON 5fPTIC TANK A GARBAGEDOP05AL 15 NOT PERMn7ED WrTH TH15 DLr7IGNROW TEST HOLE LOGS Test Hole # I (EL=4.8±) PROPOSED C( Depth Layer Soil C1a55 Soil Color Comments 0'-7" A Fme-Medium Loamy Sand IOYP. 4,i1 EDGE Of CLEF 7"-30' B Medium Sand IOYR 5/G 5T 3011-80" C I Medium Sand I OYR 5/G G:." @ 46' Test Hole #2 (EL=7.3±) PROPOSED C( Depth Layer Sod Class Sod Color Commer25 0'-7' A fine -Medium Loamy Sand I OYR 411 EDGE Of CLEF 7"-1 G' B Medium Sand I OYR 5/G 5T 16"-99' C 1 Medium Sand I OYR 5/G Perc Glc 58' Rese e RESERVED FO \I CE55POOIS GW 0r. 84' DATE OF TESTING: 10102114 SOIL EVALUATOR: LINDA J. PINTO, P.E., OCEANSIDE SEPTIC, INC. BOARD OF HEALTH AGENT: AMY VON HONE, YARMOUTH HEALTH DEPARTMENT PERCOLATION RATE: LE55 THAN 3 MIN/INCH INC' LAYER GROUNDWATER ENCOUNTERED @ 4G' IN TP -I (EL=0.9±) E 84' IN TP -2 EL=0.33; Concrete Bound SCALE: I" = I O' SITE PLAN SCALE: I"= 20' IN'PFCTION NOTE: PRIOR TO FINAL INSPECTION BYTHE ENGINEER, SYSTEM NEEDS TO BE COMPLETE INCLUDING BUILDUP FOR COVERS. 0 20 40 GO SCALE I"= 20' C.\Ocean5ideA05-Baker\05-Baker-SD5 Plan.dwg LOCUS 28 Lewis � � S1TE LOCU: NOT TO SCALE 1.) Assessor's Map 22 Parcel 3e' 2.) Deed Book 9524 Page 24 1 3.) Plan Book 15 Page 13 4.) This property Is not In a Zone Water Supply 5.) flood Zone: X500 LEGENE EXISTING SPO 24x5 PROF05ED 5F EXISTING CON -24- PROPOSED C( -W- WATER SERVI( -o- OVERHEAD UT -u- UNDERGROUN - G - GAS SERVICE �1�0 EJ EDGE Of CLEF P.O. Box201, Brewster, MA 02531 Phone. FENCE 0 TEST HOLE LO 5T SEPTIC TANK DB DISTRIBUTION 5A5 SOIL ABSORP Rese e RESERVED FO \I CE55POOIS ZONING: R25 Lot Size: 25,OC Lot Frontage: 150' Setbacks: front: 30' 51de: 15, Rear: 20' Maximum Building Covera Proposed Building Cover RE'JI510N I 1/25/14: Recalculated Budding Coverages, P.EV1510N I I /6/ 14: Revised Survey Datum Prepared for: Kevin Bradley 700 Route 22, Pawling, NY l; Proposed Sewage D15p05a 83 Baker Rd., Yarmouth, Prepared by: ®��`d�,gL4dr-gFU�II��Vg &p3l� �L �1�0 EJ I "'Es6 Es r'!Wi WIAS@0% P.O. Box201, Brewster, MA 02531 Phone. Date: 10/14/14 Scale: As Shown By: Li? Check: MU