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HomeMy WebLinkAboutEngineered Plans - Rev. 2015M W THIS PLAN IS INTENDED SOLELY FOR INSTALLATION OF THE SEPTIC SYSTEM DEPICTED ON IT. FOR ANY OTHER CHANGES TO THE PROPERTY INCLUDING S OAiUfd ASS U NFp PLACEMENT OF ADDITIONS. SHEDS. FENCES OR SWIMMING POOLS. OWNER SHOULD CONSULT WITH A MASSACHUSETTS REGISTERED LAND SURVEYOR. V y _ e�Jt�iH 90gp 9�c O ,�P2�. DADVID G� ELEVA TION THIS ISA " COUGHANOVVR H - -- - - - - --- -. Aq, 38.39 0� ` �Oo�Oo� UTBt�MJES LEGEND TON SZEe s v sxrt SEPTIC COMPONENTS .r PLAN WATER LINE 1 -t 201 S USE COLOR PLAN ONLY WATER GATE LOCUS MAP /NSTALLAT(ON GAS LINE TANK SEPOCGALFOR •♦ FULL DETAIL 15 BEST VIEWED IN OVERHEAD WIRE UTILITY POLE EXISTING (� LEACH PJT/ MINIMAL FULL COLOR GRADING CESSPOOL PROPOSED DISTRIBUTION BOX 0 / • 40 TEST PIT 0 �0/ , 3� I 421 Q5 -PROPOSED SOIL �A n ee%enrle%kl PLAN32 SCALE: I in = 20ft PRINT ON 8—)/2 x 14 in PAPER FOR PROPER SCALE TOP OF FOUNDATION RAISE COVERS TO WITHIN ALL PIPE TO BE SCH. 40 PVC EL = 38.89 +- b In OF FINAL GRADE AND TO PITCH AT 118 [;)ft MIN \ v 37.7 Vi q/ 38.0 \I/ ' 1— 36.7 FLOW _ _`- LINE: 36.59 Exis nJvc � ,� �l 35.75 �6;Jngh`STO_N ©-BOX USE H-20 _� 3S.4 35.50 32.8 6 In asE� 35.20 STONE 1500 GALL NL 12 ft TEPTIC .I•ANIK 15 ft AXt INSPECTION 35.0 - 3 22=51==__==___ ,SOIL ABSOG�PTPON V 35.00 SYS FM -SEE DETAIL o 4 ft ON BACK ,n SEE DETAIL ON BACK -� -- YARMOUTH, MA y'Hirf � 0f _ e�Jt�iH 90gp 9�c O ,�P2�. DADVID G� DAVID yG�; " COUGHANOVVR H v COUGHAyOWR NOT ,n r0 LOCUS s No. 1093 No. 461 m SCALE Z P Q s v sxrt .r m B ROU ?E 6 HIOHWAY (� 1hn 1 �G� � 1 r7P� MA 1 -t 201 S MIDCAPE LOCUS MAP ADJUSTED SEASONAL I 34.Q8 HIGH GROUNDWATER-_ 49 -4 -3 - SEWAGE DISPOSAL SYSTEM PLAN -TO SERVE EXISTING DWELLING FEDERAL NATIONAL MORTGAGE ASSN. s 1995 OWNER(S) OF RECORD 65 FREEMAN ROAD dei Rd s YARMOUTH. MA 155 Geo R y PROPERTY ADDRESS Chothom. MA 02633 DovidcouOHotmoil.com loATE. APRIL 9, 2015 508 364-0894 PG. i .sae- ETE-3901 Y a DATE.., C 8 ,2015 SOIL EVALUATOR: DAVID D. COUGHANOWR. ASE 0461 WITNESSED BY: AMY VON HONE. HEALTH DEPT. SOIL MOTTLES TEST PIT NO CAT 1 MINiNCH NEC LOAMY SAND 10 YR 3/3 PERC 66Din —WAT2 SOILS ELEVATION LOAMY SAND 10 YR 4/3 NONE FRIABLE 16-80 Cl FIFE SAND 10 YR NONE 37,75 80-124C2MEDIUM SAND10 YR L66/3 4 NOPE LOOSE 36.42 27.42 DEPTH INCHES —INSTALLER TO OBTAIN DISPOSAL WORKS PERMIT BEFORE STARTING WORK. —ALL COMPONENTS INSTALLED SHALL MEET THE MINIMUM REQUIREMENTS OF MASSACHUSETTS TITLE 5 SEPTIC CODE (310 CMA IS). —INSTALLER TO VERIFY LOCATIONS OF ALL UNDERGROUND UTILITIES BEFORE EXCAVATING FOR SYSTEM. —ECO—TECH ENVIRONMENTAL RECOMMENDS THE INSTALLATION OF LOW FLOW FIXTURES 8 APPLIANCES. AND PERIODIC PUMPING OF THE SEPTIC TANK. —SYSTEM IS NOT DESIGNED 70 WITHSTAND VEHICULAR LOADING. DO NOT PARK SOIL HORIZON USDA SOIL TEXTURE SOIL COLOR fMUNSEII) SOIL MOTTLES OTHER 0-4 A LOAMY SAND 10 YR 3/3 NONE FRIABLE 4-16 B LOAMY SAND 10 YR 4/3 NONE FRIABLE 16-80 Cl FIFE SAND 10 YR NONE FRIABLE 80-124C2MEDIUM SAND10 YR L66/3 4 NOPE LOOSE DESIGN FLOW: 3 BEDROOMS x 110 galldog PER BEDROOM = 330 GALLONS PER DAY SEPTIC TANK: 330 GPD X 2 DAYS = 660 GALLONS INSTALL NEW 1500 GALLON SEPTIC TANK. DISTRIBUTION BOX: INSTALL UNIT DEPICTED BELOW. THE LONG TERM ACCEPTANCE RATE FOR A CLASS ONE SOIL WITH A PERCOLATION RATE BELOW 5 MINUTES PER INCH = 0.74 GALLONS PER DAY PER SQUARE FOOT. INSTALL 10 INFILTRATOR HIGH CAPACITY CHAMBERS IN TRENCH CONFIGURATION. H-20 LOADING CAPACITY. 10 UNITS x 6.25 ft / UNIT = 62.5 L.F. (LINEAR FEET) 62.5 L.F. x 7.79 S.F./L.F = 486.9 S.F. (SQUARE FEET) 486.9 S.F x .74 G.P.D. / S.F. = 360.30 gal/dog -INSTALL 10 INFILTRATOR HIGH CAPACITY UNITS -FLOW CAPACITY = 360.30 gal/doy WHICH EXCEEDS THE 330 gal/day REQUIRED FOR THREE BEDROOMS. REFER TO D.E.P. LETTER OF TRANSMITTAL X 228042 FOR APPROVAL OF INFILTRATOR HIGH CAPACITY CHAMBERS. GARAGE G R O FAMIL Y U ROOM N D OBSERVED GW BASED ON WATER OBSERVED IN CRANBERRY BOO ON OPPOSITE SIDE OF THE STREET. OBSERVED WATER 16.16 INDEX WELL AIW-247 ZONE C READING DATE MARCH. 2013 READING 23.17 ADJUSTMENT 3.27 ADJUSTED GW 19.43 GARAGE G R O FAMIL Y U ROOM N D ATH S E BED BED C AODM ROOM O N D OR DRIVE VEHICLES OVER SEPTIC SYSTEM. CONTACT INFILTRATOR SYSTEMS TECHNICAL SERVICES DEPARTMENT FOR ASSISTANCE AT: 1-800-221-4436 OR GO ONLINE: !NEIL TRA TORS YS TEMS. COM INLET AND OUTLET TEES SHALL EXTEND 6 INCHES ABOVE N"' 175.6 in = 14.63 ft TO SCALE PLAN VIEW SEPARATION BETWEEN INLET 8 OUTLET TEES NO LESS THAN LIQUID DEPTH CROSS SECTION VIEW INSTALL INFILTRATOR SYSTEMS 24 inch DIAMETER 6 inch HIGH TW -RISER ON INLET AND OUTLET ENDS PER MANUFACTURERS SPECIFICATIONS. I c N FLOW LINErr -el ;n IV l2 !n C MIN U) fROM SrS � CIS! TANK �q H «' TO p; ^ SAS b in STONE BASE CROSS SECTION VIEW USE DEP APPROVED GRAVEL FREE INSTALLATION PROCEDURES. INSTALL 10 INFILTRATOR HIGH CAPACITY CHAMBERS IN INSPECTION TRENCH CONFIGURATION PORT -INSTALL TWO AND SHOW ON AS BUIL T CARD 5� UNITS/TRENCH x 6.25 ft/UNIT = 31.25 ft INSTALL 2 TRENCHES - 10 UNITS TOTAL vA .lc CROSS SECTION VIEW ;r RIL 2.83 ft WAMBERS 6 hd► DOTAL KITCHEN ATH BED ROOM F / DINING ROOM LIVING R ROOM T T ATH S E BED BED C AODM ROOM O N D OR DRIVE VEHICLES OVER SEPTIC SYSTEM. CONTACT INFILTRATOR SYSTEMS TECHNICAL SERVICES DEPARTMENT FOR ASSISTANCE AT: 1-800-221-4436 OR GO ONLINE: !NEIL TRA TORS YS TEMS. COM INLET AND OUTLET TEES SHALL EXTEND 6 INCHES ABOVE N"' 175.6 in = 14.63 ft TO SCALE PLAN VIEW SEPARATION BETWEEN INLET 8 OUTLET TEES NO LESS THAN LIQUID DEPTH CROSS SECTION VIEW INSTALL INFILTRATOR SYSTEMS 24 inch DIAMETER 6 inch HIGH TW -RISER ON INLET AND OUTLET ENDS PER MANUFACTURERS SPECIFICATIONS. I c N FLOW LINErr -el ;n IV l2 !n C MIN U) fROM SrS � CIS! TANK �q H «' TO p; ^ SAS b in STONE BASE CROSS SECTION VIEW USE DEP APPROVED GRAVEL FREE INSTALLATION PROCEDURES. INSTALL 10 INFILTRATOR HIGH CAPACITY CHAMBERS IN INSPECTION TRENCH CONFIGURATION PORT -INSTALL TWO AND SHOW ON AS BUIL T CARD 5� UNITS/TRENCH x 6.25 ft/UNIT = 31.25 ft INSTALL 2 TRENCHES - 10 UNITS TOTAL vA .lc CROSS SECTION VIEW ;r RIL 2.83 ft WAMBERS 6 hd► DOTAL