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Home My WebLink AboutEngineered Plan - 2015TOP OF FOUNDATION 24"diameter concrete cover, EL=49.5± raised to wrthm 6" of hm5h grade (or 05 noted) /nspecbon Port and cap with magnetic marking tape to within 3"ofgrade Existing 13=47.31 EL=41.0•x- EL=39.0-40.8(max) PVC Tee s>O.OS 46.6-±- 50etmg m -� AJ .xrsrng -, �" f4x5i5.tm1± U g 38.70"`NI_ I 38.53 3T.40 Gas � 36.50y Effluent Filter Long 9 t 3Run I 7' -} Existing D0-6 5(/577NG / 000 GALLON (l /-20 Rated) SEPTIC TANK D -BOX FLOW PROFI LE CON5TRUCTION NOTES NOTT05CALE 1.) ALL WORK SHALL CONFORM TO THE STATE ENVIRONMENTAL CODE, TITLE 5 (3 10 CMR 15.000): LEGEND STANDARD REQUIREMENTS FOR THE SITING, CONSTRUCTION, INSPECTION, UPGRADE, AND Layer EXPANSION OF ON-SITE SEWAGE TREATMENT AND DISPOSAL SYSTEMS AND FOR THE TRANSPORT Sod Color AND DISPOSAL OF 5EPTAGE, AND THE LOCAL BOARD OF HEALTH REGULATIONS. O"-41 " 2.) ANY SEPTIC SYSTEM COMPONENT INSTALLED IN A LOCATION WHERE THERE 15 POTENTIAL FOR Fine -Medium Loamy Sand VEHICLES OR HEAVY EQUIPMENT TO PASS OVER IT SHALL BE DESIGNED TO WITHSTAND AN H-20 WATER 5ERVICE LINE LOADING. IF UNDER AN IMPERVIOUS SURFACE, SYSTEM SHALL BE VENTED TO THE ATMOSPHERE. A 3.) TO MINIMIZE UNEVEN SETTLING, SEPTIC TANKS SHALL BE INSTALLED ON A 5TABLE I OYR 3/1 MECHANICALLY -COMPACTED BASE ON SIX INCHES OF CRUSHED STONE. 43"-81 " 4.) COVERS OVER THE INLET AND OUTLET TEES OF THE SEPTIC TANK, THE DISTRIBUTION BOX, AND Medium Sand THE SOIL ABSORPTION SYSTEM SHALL BE RAISED TO WITHIN G" OF FINAL GRADE. LEACHING FENCE FIELDS, TRENCHES, AND OTHER 501L ABSORPTION 5Y5TEM5 WITHOUTACCE55 MANHOLES SHALL C2 HAVE AT LEAST ONE (1) INSPECTION PORT CONSISTING OF PERFORATED 4" PVC PIPE PLACED I OYP. G/2 VERTICALLY TO THE BOTTOM OF THE SOIL ABSORPTION SYSTEM WITH A CAP, TIED WITH MAGNETIC 82"-132" MARKING TAPE, ACCESSIBLE TO WITHIN 3" OF FINAL GRADE. Medium Sand 5.) PIPING SHALL CONSIST OF 4" SCHEDULE 40 PVC OR EQUIVALENT. PIPE SHALL BE LAID ON A CATCH BASIN MINIMUM CONTINUOUS GRADE OF NOT LESS THAN 2% FROM THE BUILDING TO THE SEPTIC TANK, AND NOT L.E55 THAN I% OTHERWISE. G.) DISTRIBUTION LINES FOR THE SOIL ABSORPTION SYSTEM SHALL BE 4" DIAMETER SCHEDULE 40 PVC (OK EQUIVALENT) LAID AT 0.005 FT/FT. UNLESS OTHERWISE NOTED. LINES SHALL BE CAPPED AT END OR AS NOTED. 1 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 D15TKIBUTION. i 8.) GROUT TO BE USED AT ALL POINTS WHERE PIPES ENTER OR LEAVE ALL CONCRETE STRUCTURES IN ORDER TO PROVIDE A WATERTIGHT SEAL. i 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 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 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 FORTHE SYSTEM AS DESIGNED UNLESS CONSTRUCTED AS SHOWN ON PLAN. ANY CHANGES SHALL BE APPROVED IN WRITING BY THE DESIGNER. X14.) 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 15 REQUESTED. 15.) LOCATION OF UTILITIE5 15 APPROXIMATE AND CONTRACTOR SHALL BE RESPONSIBLE FOR L DETERMINING THE LOCATION OF ALL UNDERGROUND AND OVERHEAD UTILITIES PRIOR TO COMMENCEMENT OF ANY WORK. THIS INCLUDES, BUT 15 NOT LIMITED TO, REQUESTS TO DIGSAFE, ANY PRIVATE UTILITY COMPANIES, AND THE LOCAL WATER DEPARTMENT. I G.) 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 5Y5TEM COMPONENTS. Z 18.) INSTRUMENT SURVEY CONDUCTED FOR PROPOSED WORK ONLY. SITE PLAN SHALL NOT BE 1 USED FOR STAKING, OR ANY OTHER PURPOSES. 1 19.) THIS PLAN DOES NOT CERTIFY, GUARANTEE OR WARRANTY COMPLIANCE WITH DEEDED OR ZONING BYLAWS, SPECIFICALLY, BUT NOT LIMITED TO, SIDELINE SETBACKS AND BUILDING HEIGHT RESTRICTIONS. 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 IS NO GUARANTEE OF 501L CONDITIONS IN OTHER AREAS. 'IF TWENTY (20) A05 ARC36HC (36 / 6002) LEACH CHAMBERS IN BED CONFIGURAT/ON WITH POUR (4) ROWS OF FIVE (5) CHAMBERS LEACH CHAMBBie5 / ,t - EL=33.4+- Bottom of Test Hole Sods to be Verified to EL= 31.5 ± at Time of Installation ELOOK PLAN NOT TO 5CALE 5Y5TEM DE51GN CALCULATIONS 5EWAGE DE51GN PLOW REQU/RED: LX/5T/NG 2 BEDROOM DWELLING (+ / ODRM FUTURE) (a? 1 /O GPD/BEDROOM (MINIMUM 3 BORM DE5/6N REQUIRED)= 330 GPD 5EWA6,ffDE5I6N PLOW PR0WDE0: 7WEN7Y (20) AD5 UN/T51N BED CONPIGURAT/0N IN POUR (4) ROW✓ OFFIVE (5) UN175 EACH W = [(330/0.74)/(4.8 PTz/PT)/5.0 LF7 = 19AD5 UN/T5 REQUIRED (20 PROVIDED) 355 GPD PROVIDED > 330 GPD REQUIRED SEPTIC TANK CAPACITYREQU/REO: 330 GPDX 200% = 660 GPD REQU/RED 5EPTIC TANK CAPACI7YPROVI,DED: LXI5TING / 000 GALLON 5EP77C TANK A GARBAGED15P05AL 15 NOT PERM/77ED WITH TH15 DE51GN PLOW TE5T HOLE LOGS Test Hole # I (EL=43.8±) LEGEND Depth Layer Soil Class Sod Color Comments O"-41 " fill Fine -Medium Loamy Sand w WATER 5ERVICE LINE 41 "-43" A Fine -Medium Loamy Sand I OYR 3/1 G 43"-81 " C I Medium Sand I OYP. 5/G FENCE 1"- 124' C2 fine -Medium Sand I OYP. G/2 Pero @ 78" Test Hole #2 (EL=48.5±) LEGEND Depth Layer Sod Class Sod Color Comments O" -G" A Fine -Medium Loamy Sand w WATER 5ERVICE LINE G"-22" B Medium Loamy Sand 1 OYR 3/1 G 22"-51 " C I Medium Sand I OYR 5/G FENCE 5 1 "-128" 1 C2 F(ne-Medium Sand 1 OYR G/2 Pero @ 78" SOILS DIFFER FROM THOSE SHOWN IN THE 501LS LOGS, DESIGN ENGINEER IS TO INSPECT THE SOILS PRIOR TO PROCEEDING WITH INSTALLATION OF ANY SEPTIC COMPONENTS. f P1� DATEOF TESTING: 05/25/15 and OG/02/ 15 2 1.) EXISTING 1000 GALLON SEPTIC TANK TO BE UTILIZED, PVC TEES TO BE INSTALLED ON INLET SOIL EVALUATOR: LINDA J. PINTO, P.E., OCEANSIDE SEPTIC, INC. AND OUTLET PIPES IF NECESSARY, AND A GAS BAFFLE INSTALLED IN THE OUTLET TEE. BOARD OF HEALTH AGENT: PHIL RENAUD, YARMOUTH HEALTH DEPARTMENT PERCOLATION RATE: LESS THAN 2 MIN/INCH IN "C" LAYERS 22.) EXISTING SEPTIC COMPONENTS TO BE LOCATED, PUMPED DRY, FILLED WITH CLEAN SAND AND ABANDONED IN PLACE. AREA TO BE COMPACTED TO MINIMIZE SETTLING. NO GROUNDWATER ENCOUNTERED Test Hole #3 (EL=4G.4±) LEGEND Depth Layer Sod Class Sod Color Comments O" -2G" Fill PROP05ED CONTOUR w WATER 5ERVICE LINE 20-28' A Fine -Medium Loamy Sand I OYR 3/1 G 28"-38" B Medium Loamy Sand I OYR 5/G FENCE 38"-82" C 1 Fine -Medium Sand I OYR G/2 Pero @ 78" 82"-132" C2 Medium Sand I OYR G/4 CATCH BASIN 1q E4 D -BOX TWENTY (20) ADS ARC3GHC (3G I GBD2) LEACH CHAMBERS IN BED CONFIGURATION IN FOUR (4) ROWS OF FIVE (5) UNITS EACH 2 5' 5CALE: I " = 10' I N5TALLER TO VERI FY THE LOCATION OF ALL UNDERGROUND AND OVERHEAD UTILITIE5 PRIOR TO THE 5TART OF ANY EXCAVATION ACTIVITIES AND RELOCATE A5 NECE55ARY (SEE NOTE # 1 5) 37. 40 40 N 87°21'30" E 51TE FLAN SCALE: I " = 20' U CQ N 1\ m >L 42 44 4G Elec I l � 1.) Assessor's Map GG Parcel 81 2.) Certificate # 1058407 3.) Land Court Plan 34728C 5heet 2 Lot 17 4,) This property 15 not in a Zone II of a Public- Water ublicWater 5upply 5.) Flood Zone: C Existing Septic Tank to be Utilized (see Not- -A21) Err5bing Septic Components to be Abandoned (see Note x`22) .- OF AV �q LIN., A � o ? T' a 1 IL i 50 r � �sIONAL r�N U � f I 20 40 GO 5CALE 1 "=20' C:\Ocean5ide\05-Pro5t\05-Fro5t-5DS Plan.dwg Catch Balm h17) 0 3L I�Lr j e 1 "sae Date I - - - ---- ..a•� �--- - - G° 1E@1E0w1EP JUN 0 8 ?015 HEALTH DEPT. LEGEND EXISTING 5POT GRADE 24x5 PROP05ED 5POT GRADE, _ EXISTING CONTOUR 24- PROP05ED CONTOUR w WATER 5ERVICE LINE o OVERHEAD UTILITY LINE5 u UNDERGROUND UTILITY LINE5- G GAS 5ERVICE LINE EDGE OF CLEARJNG ---- FENCE TEST HOLE LOCATION SEPTIC TANK DB DISTRIBUTION BOX SAS 501L AB50RFTION 5Y5TEM ® CATCH BASIN Existing Septic Tank to be Utilized (see Not- -A21) Err5bing Septic Components to be Abandoned (see Note x`22) .- OF AV �q LIN., A � o ? T' a 1 IL i 50 r � �sIONAL r�N U � f I 20 40 GO 5CALE 1 "=20' C:\Ocean5ide\05-Pro5t\05-Fro5t-5DS Plan.dwg Catch Balm h17) 0 3L I�Lr j e 1 "sae Date I - - - ---- ..a•� �--- - - G° 1E@1E0w1EP JUN 0 8 ?015 HEALTH DEPT.