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Home My WebLink AboutEngineered Plans - 2014LOCUS DATA OWNER ANTHONY & TINA SITE & SEWAGE REPAIR PLAN #18 L /L Y POND DR/ VE IN SOUTH YARMOUTH DATE: 2-24-14 OWNER/APPLICANT: TONY & TINA FANTASIA 18 LILY POND DRIVE S. YARMOUTH, MA 02664 508-760-5047 SHEET 1 OF 2 PREPARED BY: EAS SURVEY, INC. P.O. BOX 1729 SANDWICH, MA 02563 PH. (508) 888-3619 CELL (508) 527-3600 EAS.SURVEY@YAHOO.COM FEB 2 8 2014 HEALTH DEP - HMARK TOP OF BRICK STOOP. ELEV 45.32 LOT 67 6 Nt !` �o 56 GARAGE LOT 66 11,524± S.F. LOT 59 LOT 60 X P, CRUSH AND NDONED TING LEACHING N ACCORDANCE TI TLE 5. S PROPOSED A� "D„—BOX. FLORIDA ROOM #18 EXISTING 3 BEDROOM DWELLING ,Q\ EXISTING DRIVEWAY \ 99, O \ 8 A°, Permit valid for RFP IR OF SEP VS -FF: e to State ane local septic var' es. Board of flea view and a roval is requ ?m any future addsialterations sewage facilities ant r str turest�lling. Yarmouth tttalth Dep •tntent /5 -,.,&APPROVEll \ >i a Date \ PATIO E OUTSIDE FLORIDA PATIO ROOM KITCHEN DINING l a l a I BED #1 m m , GARAGE FAMILY ROOM I ROOM BED #3 1 BED #2 F PROPOSED LEACHING 9 CHAMBERS. 4 ROWS OF 6 CHAMBERS (24' x 11.33') '7 �t �ZH OF hfASS 1,500 PLASTIC TANK TO REMAIN o ls° LOT 65 EDWARD yes A. STONE No, 28980 0 20 30 40 GRAPHIC SCALE: 1 INCH = 20 FEET 14-0102.DWG GREAT I SRN ROAD FANTASIA PLAN REFERENCE 223-153 DEED REFERENCE 11005-321 ZONING DISTRICT R40 SETBACKS FRONT 30' SIDE 20' REAR 20' FLOOD ZONE "C" ASSESSORS MAP 91 PARCEL 20 OVERLAY DISTRICT NOT A ZONE II LOT AREA 11,524± S.F. SITE & SEWAGE REPAIR PLAN #18 L /L Y POND DR/ VE IN SOUTH YARMOUTH DATE: 2-24-14 OWNER/APPLICANT: TONY & TINA FANTASIA 18 LILY POND DRIVE S. YARMOUTH, MA 02664 508-760-5047 SHEET 1 OF 2 PREPARED BY: EAS SURVEY, INC. P.O. BOX 1729 SANDWICH, MA 02563 PH. (508) 888-3619 CELL (508) 527-3600 EAS.SURVEY@YAHOO.COM FEB 2 8 2014 HEALTH DEP - HMARK TOP OF BRICK STOOP. ELEV 45.32 LOT 67 6 Nt !` �o 56 GARAGE LOT 66 11,524± S.F. LOT 59 LOT 60 X P, CRUSH AND NDONED TING LEACHING N ACCORDANCE TI TLE 5. S PROPOSED A� "D„—BOX. FLORIDA ROOM #18 EXISTING 3 BEDROOM DWELLING ,Q\ EXISTING DRIVEWAY \ 99, O \ 8 A°, Permit valid for RFP IR OF SEP VS -FF: e to State ane local septic var' es. Board of flea view and a roval is requ ?m any future addsialterations sewage facilities ant r str turest�lling. Yarmouth tttalth Dep •tntent /5 -,.,&APPROVEll \ >i a Date \ PATIO E OUTSIDE FLORIDA PATIO ROOM KITCHEN DINING l a l a I BED #1 m m , GARAGE FAMILY ROOM I ROOM BED #3 1 BED #2 F PROPOSED LEACHING 9 CHAMBERS. 4 ROWS OF 6 CHAMBERS (24' x 11.33') '7 �t �ZH OF hfASS 1,500 PLASTIC TANK TO REMAIN o ls° LOT 65 EDWARD yes A. STONE No, 28980 0 20 30 40 GRAPHIC SCALE: 1 INCH = 20 FEET 14-0102.DWG GREAT I SRN ROAD LOCUS Z z 0 LILY POND DR. Z LOCUS MAP NOT TO SCALE: RAISE COVERS TO WITHIN 6" OF FINISH GRADE SILL ®EL. 44.85 FINISH GRADE /'�FINISH GRADE FINISH GRADE FINISH GRADE ELEV. 44.3 ELEV. 44.3 ELEV. 44.5 ELEV. 44.1 TOP 12" MIN -36" MAX. COVER OBS. f TOP ELEV 41.5 PORT(s) i INV.-- 2 -MIN -3 -MAX MAX --,MAX 12'®S=0.025 8' oS= 0.01 a I I € I INV.= EXISTING 41.90 10"TEE I ! INV.= E 14"TEE i 41.73 6" INSTALL GAS BAFFLE i 6 OUTLET PROPOSED 24 LEACHING CHAMBERS 4'-11" LIQUID LEVEL ! H-10 DB6 INV.=41.25 6 UNITS PER ROW (2'+10"+6.0'+1'-0") Q INV.= 41.42(24.0' x 11.33' TOTAL) 14 � � INV.= 41.17 w a E V= 40.5 M 0 o e o iA "- TEST PIT # 1 ELEV 33.3 EXISTING 1,500 GALLON SEPTIC TANK (PLASTIC) TO REMAIN ADJ. HIGH GROUNDWATER 14-0102-SEP.DWG SITE & SEWAGE REPAIR PLAN #18 L IL Y POND DRl VE IN SOUTH YARMOUTH DATE: 2-24-14 OWNER/APPLICANT: TONY & TINA FANTASIA 18 LILY POND DRIVE S. YARMOUTH, MA 02664 508-760-5047 SHEET 2 OF 2 PREPARED BY: EAS SURVEY, INC. P.O. BOX 1729 SANDWICH, MA 02563 PH. (508) 888-3619 CELL (508) 527-3600 EAS. SU R VEY@YAH 00. COM CONSTRUCTION NOTES: 1. CONTRACTORS / INSTALLERS SHALL VERIFY GRADES AND ELEVATIONS AND SITE CONDITIONS PRIOR TO COMMENCING WORK ON THE SITE. 2. NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH DEEDED OR ZONING REGULATIONS. OWNER / APPLICANT IS TO OBTAIN SUCH DETERMINATION FROM APPROPRIATE AUTHORITY. 3. VEHICULAR TRAFFIC, PARKING OF VEHICLES AND PLACING MATERIALS OVER THE SEPTIC TANK, DISTRIBUTION BOX AND S.A.S. AREA IS PROHIBITED GENERAL NOTES: 1. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO D.E.P. TITLE V AND THE TOWN OF YARMOUTH RULES AND REGULATIONS FOR SUBSURFACE DISPOSAL OF SEWERAGE. 2. AT LEAST ONE ACCESS POINT OVER TANK TEES SHALL BE ACCESSIBLE WITHIN 6" OF FINISH GRADE, WITH ANY REMAINING ACCESS PORTS BROUGHT TO WITHIN 12" OF FINISH GRADE. 3. ALL COMPONENTS OF THE SANITARY SYSTEM SHALL BE CAPABLE OF WITHSTANDING H-10 LOADING UNLESS THEY ARE UNDER OR WITHIN 10' OF DRIVES OR PARKING AREAS THEY MUST WITHSTAND H-20 LOADING. 4. THE EXCAVATION CONTRACTOR SHALL VERIFY THE LOCATION OF ALL UTILITIES PRIOR TO ANY EXCAVATION. 5. ANY MASONRY UNITS USED TO BRING COVERS TO GRADE OR WITHIN 6" OF GRADE SHALL BE MORTARED IN PLACE. 6. FINISH GRADE SHALL HAVE A MINIMUM OF 0.02 FEET PER FOOT OVER THE S.A.S. AND DISTRIBUTION BOX. 7. SEPTIC TANK SANITARY TEE'S SHALL BE CONSTRUCTED OF SCHEDULE 40 PVC AND SHALL EXTEND A MINIMUM OF 6" ABOVE THE FLOW LINE AND SHALL BE ON THE CENTERLINE AND LOCATED DIRECTLY UNDER THE CLEAN OUT MANHOLES. 8. THE INLET PIPE INVERT ELEVATION SHALL BE NO LESS THAN 2 INCHES NOR MORE THAN 3 INCHES ABOVE THE INVERT ELEVATION OF THE OUTLET PIPE. 9. THE SEPTIC TANK SHALL HAVE A MINIMUM COVER OF 9 INCHES 10. THE OUTLET SANITARY TEE SHALL BE EQUIPPED WITH A GAS BAFFLE, 4 INCHES IN DIAMETER AND CONSTRUCTED OF 4" PVC 11. ALL PIPES SHALL BE SCHEDULE 40 PVC SEWER PIPE AND SHALL BE SLOPED 1/4 INCH PER FOOT MIN. EXCEPT FOR THE FIRST TWO FEET OUT OF THE DISTRIBUTION BOX WHICH SHALL BE LEVEL 12. CHANGES OR REVISIONS TO SEPTIC DESIGN REQUIRE NOTIFICATION TO EAS SURVEY INC. FOR B.O.H. AND DESIGN ENGINEERS REVIEW AND APPROVAL. 13. MAGNETIC TAPE ON ALL COMPONENTS. c OBSERVATION PORT / / SCREW CAP TSAN D FILL r /*"- SAND FILL 2.83'--�--- 2.83 --- 2,83--- •-- -11.33 SIDE VIEW DATUM: VERTICAL DATUM: T.O.Y. GIS. BENCH MARK USED: REAR CONC. STEP ELEVATION 45.32. VARIANCES REQUESTED SYSTEM DESIGN DESIGN FLOW 3 BEDROOMS AT 110 GPB/D 3N2 GPD REQUIRED SEPTIC TANK 330 x_2 = 660 GAL. SEPTIC TANK PROVIDED = _ 1500 _GAL. SIZE OF LEACHING FACILITY REQUIRED 01 DESIGN PERC RATE ___<_L __-_MIN./INCH LONG TERM APPL. RATE-2.-14--GPD/S.F. 330 _ 0.74 SF/GPD = 446 S.F. MIN. REQ. SIZE OF LEACHING SYSTEM PROVIDED: USING 24 STONELESS UNITS INFILTRATOR - 24 QUIK "4" STANDARD 4.73 SF / LF X (4 x 24') = 454.08 S,F 454.08 x 0.74 G/SF = 336 GPD 336 GPD PROV > 330 GPD REQ. = 6 GPD NO (GARBAGE DISPOSAL / GRINDER ALLOWED) NO MOTTLING NO WEEPING DTH #1 ib INDICATES DEEP TEST HOLE INDICATES P-1 48' PERC TEST 132" INDICATES ADJ. GROUNDWATER NO OBS. GROUNDWATER NO OBSERVED GROUNDWATER DEPTH TO BOTTOM OF HOLE 11' CMR 310: TO ALLOW THE LEACHING CHAMBERS TO BE 7' FROM THE REAR PROPERTY LINE. (3' REQUESTED) TO ALLOW THE LEACHING CHAMBERS TO BE 17' FROM A FULL FOUNDATION WALL. (3' REQUESTED) D.T.H. #1 1 DATE: 1-29-14 GROUND ELEV. 44.3 NO GROUNDWATER A 10YR 4/3 LOAMY SAND 12" B LOAMY SAND 10YR 5/6 32 ELEV = 41.6 48" C 2.5Y 7/6 MEDIUM SAND 132" ELEV =33.3 B.O.H. PHIL RENAUD SOIL EVALUATOR ED. STONE BACKHOE OPERATOR. ELLIS BROTHERS (KEVIN) SOIL TYPE:1_ PERC RATE: <2 MIN. PER INCH LOADING RATE: 0_74 GAL/SF/MIN