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Home My WebLink About37 Moss Road Title 5 Site Plan 21ST FLOOR AT EL. 11.0' J I J L_ I- I I I N LJ I l L_ k ACCESS COVER TO WITHIN 6. OF. FIN. GRADE (NOT TO SCALE) ACCESS COVER (WATERTIGHT) TO 9 D' MINIMUM ,75' OF COVER OVER PRECAST / WITHIN 6" OF FIN. GRADE 2% SLOPE REQUIRED OVER SYSTEM 2" DOUBLE WASHED PEASTO1 m RUN PIPE LEVEL .7.00' _ FOR FIRST 2' PROPOSED 1500 u PROP CRAWLSP GALLON SEPTIC 6.31' TEE �8 6.56 TANK (H- 10) a �.62' 8.58' •.:.. BAFFLE O 8.79' o000 0.58' SLOPE) \_6" CRUSHED STONE OR MECHANICAL COMPACTION. (15.221 (23) PROVIDE INSPECTION PORT WITHIN 6" OF FINISH GRADE - 9.75' 9.0' NOTE: FLOODZONE DEPTH OF FLOW = 4' C -1-P. SLOPE) (--L% % SLOPE) 3/4" TO 1 1/2" DOUBLE WASHED STONE FOUNDATION REQUIRED TEE SIZES: (DESIGN BY OTHERS) 10» INLET DEPTH = OUTLET DEPTH = 14" FOUNDATION- 22' ST 5' PUMP 3s' D' BOX 6' LEACHING CHAMBER FACILITY ALARM AND CONTROL PANEL TO BE INSTALLED INSIDE 40 MIL POLY VINYL AND BUILDING. ALARM TO BE ON _ MASTIC ON INSIDE OF SEPARATE CIRCUIT FROM PUMP EL 9.0' 70 RETAINO INV. IN 6.26' : LI. 1000 GAL N-10 S/ 2" PRESSURE LINE g 500 GAL.* SLOPE TO DRAIN BACK TO PC 2�.'. (6)RI0 FLOAT' ALARM ON RESERVE WEEP HOLE SWITCH 4.0'" EL 6.5' CP SETTINGS PUMP ON CHECK VALVE 5.0' 5' BARS CONT. FOR USE ADJ. WATER AT EL. 3.0' TAL REINFORCEMENT (TIDALLY INFLUENCED), OPOSED) M' � s16 GAR AT EL � • S.3 to I Li �' \ . TIW2 { .0 +7.2 -"'�J + 5.8 .0 PROPOSED 40 MIL LINER, AT 5' OFF SAS, TOP AT ELEVATION 9.0' 0 0 % (CONTINUE FROM ' INSIDE OF WALL) / PROP. ' yVyiP / PERVIOUS 6 i Q' % DRIVEWAY O 9 / L=83.77• %9 Q p9 iS7 5.5 -K5.8 MOSS ROAD 1< + 5,9 FAT ENCHMARK: USE MAG NAIL ELEVATION 5.9BUOYANCY CALCS: 1500 GAL H-10 (SHOREY) ST WGT. 11480 LBS 1.19' x 10.5 x 5.67 x 62.4 - 4420 (OKAY) 1000 GAL H-10 (SHOREY) PC WGT 8240 LBS 1.24' x 8.5 x 4.8 x 52.4 = 3157 LBS (OKAY) 04-200 • • • • • 23,621± Q PROP. PROP. 4 BR DWELLING FIRST FLOOR AT OR ABOVE ELEV. 11.0' PROP. LINER AT EDGE OF ROCK WALL COBBLE v 418 132.30' sr GR`RIVE LINED APPROVED DATE GD + 5.7 + 3.5 BOARD OF HEALTH ■I TEST HOLE LOGS ENGINEER: D.A. OJALA, SE WITNESS: LYNN MULKEEN DATE: 10/27/04 PERC. RATE _ < 2 MIN/INCH CLASS I SOILS P# Q ELEV. [P 0" 6_5' 0' 0 0 2" 2" A A LS LS 6" 1OYR 3/2 6" 1OYR 3/2 B B LS LS 1OYR 5/8 10YR 5/8 301 14.0' 3E C MS 48" OBS WATER 2.5Y 6/6 96" -1.5 108" 6.4' `fr Locus RADIO COVROALANE MOSS LOCATION MAP NTS ASSESSORS MAP 14 PARCEL 113 ZONING DISTRICT: R-25 YARD SETBACKS: FRONT = 30' SIDE = 15' REAR = 20' PLAN REF. - LCP 14426 G FLOOD ZONE: Al2 EL 10 3.4' REUUIKtU INSF'[GIIUNJ ANL) IaKIItIUAIIUND 1. ENGINEER SHALL INSPECT WHEN REQUIRED EXCAVATION IS C COMPLETE. 2. ENGINEER SHALL STAKE FOOTING PRIOR TO POURING 3. ENGINEER SHALL INSPECT FOOTING AND REBAR PRIOR TO POURING MS OF WALL 4. ENGINEER SHALL INSPECT WHEN CLEAN FILL HAS BEEN PROPERLY BS WATER 2,2' DEPOSITED O _ 5. ENGINEER SHALL INSPECT AND CERTIFY SEPTIC COMPONENTS AND PUMP MECHANISMS AFTER INSTALLATION 2.5Y 6 6 ENGINEER SHALL CERTIFY TO YARMOUTH HEALTH DEPARTMENT THAT / THE RETAINING WALL. SEPTIC SYSTEM AND PUMP MECHANISMS HAVE BEEN INSTALLED IN SUBSTANTIAL COMPLIANCE WITH THE APPROVED -2.6' PLAN. SEPTIC DESIGN: (GARBAGE DISPOSER IS NOT ALLOWED ) DESIGN FLOW: 4 BEDROOMS (110 GPD) = 440 GPC USE A 440 GPD DESIGN FLOW SEPTIC TANK: 440 GPD (_I_) = 880 USE A 1500 GALLON SEPTIC TANK LEACHING: SIDES: N/A BOTTOM: 40.5 x 15 (.74) = 449 TOTAL: 607 S.F. 449 GPD USE 40.5' x 15' LEACH FIELD OF 2 ROWS OF 6 H-10 STANDARD INFILTRATORS EACH, WITH 3' STONE AT SIDES, 3.3' BETWEEEN ROWS AND 1.5' AT ENDS + 5.9 LEGEND 'O 100.0 PROPOSED SPOT ELEVATION O cv 100+0 EXISTING SPOT ELEVATION 100 0 PROPOSED CONTOUR - 100 - EXISTING CONTOUR W m oe O sxz-eeao clown cape engineering, inc. CIVIL ENGINEERS LAND SURVEYORS 939 Thin St. yarmouth, Ma 02675 NOTES: 1. DATUM IS NGVD 2. MUNICIPAL WATER IS AVAILABLE 3. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT. 4. DESIGN LOADING FOR ALL PRECAST UNITS TO BE AASHO H- 10 5. PIPE JOINTS TO BE MADE WATERTIGHT. 6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH MASS. ENVIRONMENTAL CODE TITLE V. 7. THIS PLAN IS FOR PROPOSED SEPTIC SYSTEM ONLY AND IS NOT TO BE USED FOR ANY OTHER PURPOSE. 8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC. 9. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED WITHOUT INSPECTION BY BOARD OF HEALTH AND PERMISSION OBTAINED FROM BOARD OF HEALTH. TITLE 5 SITE PLAN OF 36 MOSS ROAD IN THE TOWN OF: (WEST) YARMOUTH PREPARED FOR: SAM TRAYMCK 20 0 20 40 80 SCALE: 1 = 20 DATE: DECEMBER 7, 2004 REV. 3/9/05 iail' OP y'`SSq iSH 0°l�,�S� I , o ARNE H a i. � g� OJALA JulC. '-LA W o CIV m No 334 D 3 92 x E H. OJ , P.L.S. DATE WORKING RANGE8' - MY RS SRM4 _ ;r #4 BARS 12" O.C. FOR VERTICAL :. REINFORCEMENT 5.3' SUBMERSIBLE 4/10 HP PUMP PUMP OFF 8' SYSTEM (OR EQUAL) •• •. 000000 0000 0000 0000 �.. _ - PUMP CHAMBER 5' REMOVAL OF UNSUITABLE SOIL 4,0' BASE EL - (NOT TO SCALE) REQUIRED AROUND PERIMETER OF ";v- 8':;. �•m'"'" LEACHING FACILITY. DOWN TO -I- Z2- WATERPROOF/WATERTIGHT SUITABLE SOIL LAYER. REPLACE WITH CLEAN MED. SAND. NAROL I _ PROVIDE VENT 41L CONC. RET. WALL (NTS) S) PA - OMEowNER CONSULTATION) LANE - O VER HEAD -I- 5.8 '�' } PROP. 6' HIGH CEDAR FENCE - _ + 6.2 M' � s16 GAR AT EL � • S.3 to I Li �' \ . TIW2 { .0 +7.2 -"'�J + 5.8 .0 PROPOSED 40 MIL LINER, AT 5' OFF SAS, TOP AT ELEVATION 9.0' 0 0 % (CONTINUE FROM ' INSIDE OF WALL) / PROP. ' yVyiP / PERVIOUS 6 i Q' % DRIVEWAY O 9 / L=83.77• %9 Q p9 iS7 5.5 -K5.8 MOSS ROAD 1< + 5,9 FAT ENCHMARK: USE MAG NAIL ELEVATION 5.9BUOYANCY CALCS: 1500 GAL H-10 (SHOREY) ST WGT. 11480 LBS 1.19' x 10.5 x 5.67 x 62.4 - 4420 (OKAY) 1000 GAL H-10 (SHOREY) PC WGT 8240 LBS 1.24' x 8.5 x 4.8 x 52.4 = 3157 LBS (OKAY) 04-200 • • • • • 23,621± Q PROP. PROP. 4 BR DWELLING FIRST FLOOR AT OR ABOVE ELEV. 11.0' PROP. LINER AT EDGE OF ROCK WALL COBBLE v 418 132.30' sr GR`RIVE LINED APPROVED DATE GD + 5.7 + 3.5 BOARD OF HEALTH ■I TEST HOLE LOGS ENGINEER: D.A. OJALA, SE WITNESS: LYNN MULKEEN DATE: 10/27/04 PERC. RATE _ < 2 MIN/INCH CLASS I SOILS P# Q ELEV. [P 0" 6_5' 0' 0 0 2" 2" A A LS LS 6" 1OYR 3/2 6" 1OYR 3/2 B B LS LS 1OYR 5/8 10YR 5/8 301 14.0' 3E C MS 48" OBS WATER 2.5Y 6/6 96" -1.5 108" 6.4' `fr Locus RADIO COVROALANE MOSS LOCATION MAP NTS ASSESSORS MAP 14 PARCEL 113 ZONING DISTRICT: R-25 YARD SETBACKS: FRONT = 30' SIDE = 15' REAR = 20' PLAN REF. - LCP 14426 G FLOOD ZONE: Al2 EL 10 3.4' REUUIKtU INSF'[GIIUNJ ANL) IaKIItIUAIIUND 1. ENGINEER SHALL INSPECT WHEN REQUIRED EXCAVATION IS C COMPLETE. 2. ENGINEER SHALL STAKE FOOTING PRIOR TO POURING 3. ENGINEER SHALL INSPECT FOOTING AND REBAR PRIOR TO POURING MS OF WALL 4. ENGINEER SHALL INSPECT WHEN CLEAN FILL HAS BEEN PROPERLY BS WATER 2,2' DEPOSITED O _ 5. ENGINEER SHALL INSPECT AND CERTIFY SEPTIC COMPONENTS AND PUMP MECHANISMS AFTER INSTALLATION 2.5Y 6 6 ENGINEER SHALL CERTIFY TO YARMOUTH HEALTH DEPARTMENT THAT / THE RETAINING WALL. SEPTIC SYSTEM AND PUMP MECHANISMS HAVE BEEN INSTALLED IN SUBSTANTIAL COMPLIANCE WITH THE APPROVED -2.6' PLAN. SEPTIC DESIGN: (GARBAGE DISPOSER IS NOT ALLOWED ) DESIGN FLOW: 4 BEDROOMS (110 GPD) = 440 GPC USE A 440 GPD DESIGN FLOW SEPTIC TANK: 440 GPD (_I_) = 880 USE A 1500 GALLON SEPTIC TANK LEACHING: SIDES: N/A BOTTOM: 40.5 x 15 (.74) = 449 TOTAL: 607 S.F. 449 GPD USE 40.5' x 15' LEACH FIELD OF 2 ROWS OF 6 H-10 STANDARD INFILTRATORS EACH, WITH 3' STONE AT SIDES, 3.3' BETWEEEN ROWS AND 1.5' AT ENDS + 5.9 LEGEND 'O 100.0 PROPOSED SPOT ELEVATION O cv 100+0 EXISTING SPOT ELEVATION 100 0 PROPOSED CONTOUR - 100 - EXISTING CONTOUR W m oe O sxz-eeao clown cape engineering, inc. CIVIL ENGINEERS LAND SURVEYORS 939 Thin St. yarmouth, Ma 02675 NOTES: 1. DATUM IS NGVD 2. MUNICIPAL WATER IS AVAILABLE 3. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT. 4. DESIGN LOADING FOR ALL PRECAST UNITS TO BE AASHO H- 10 5. PIPE JOINTS TO BE MADE WATERTIGHT. 6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH MASS. ENVIRONMENTAL CODE TITLE V. 7. THIS PLAN IS FOR PROPOSED SEPTIC SYSTEM ONLY AND IS NOT TO BE USED FOR ANY OTHER PURPOSE. 8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC. 9. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED WITHOUT INSPECTION BY BOARD OF HEALTH AND PERMISSION OBTAINED FROM BOARD OF HEALTH. TITLE 5 SITE PLAN OF 36 MOSS ROAD IN THE TOWN OF: (WEST) YARMOUTH PREPARED FOR: SAM TRAYMCK 20 0 20 40 80 SCALE: 1 = 20 DATE: DECEMBER 7, 2004 REV. 3/9/05 iail' OP y'`SSq iSH 0°l�,�S� I , o ARNE H a i. � g� OJALA JulC. '-LA W o CIV m No 334 D 3 92 x E H. OJ , P.L.S. DATE