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HomeMy WebLinkAboutApproved Plan 3.2.2016SYSTEM DESIGN: GARBAGE DISPOSER IS NOT ALLOWED EXISTING 3 BEDROOM DWELLING DESIGN FLOW: 3 BEDROOMS @ 110 GPD = 330 GPD USE A 330 GPD DESIGN FLOW SEPTIC TANK: 330 GPD (2) = 660 USE A 1500 GAL. SEPTIC TANK LEACHING: SIDES: 2 (25 + 12.83) 2 (.74) = 112 GPD BOTTOM 25 x 12.83 (.74) = 237 GPD TOTAL: 472 S.F. 349 GPD USE (2) 500 GAL. LEACHING CHAMBERS (ACME OR EQUAL) WITH 4' STONE ALL AROUND APPROVED MA DATE BOARD OF HEALTH TEST HOLE LOGS SYSTEM PROFILE ALL SYSTESHALL BE WITNESS: AMY VON HONE, RS DATE: 1/13/2016 PERC. RATE _ < 5 MIN/INCH CLASS I SOILS MARKED WITHOMAGNETICTTAPE OR ELEV. ELEV. 4 0" 26' p" 28' 0/A 0/A COMPARABLE MEANS FOR FUTURE LOCATION. LS 1OYR 3/2 1OYR 3/2 VERIFY THE (NOT TO SCALE) PROVIDE MIN. 20" IT WATERTIGHT W ACCESS COVERS TO WITHIN 6" OF FIN. GRADE 2" pEASTONE OR GEOTEXTILE CONCRETE COVERS TO WITHIN 3" GRADE B LS LEGEND 20" 1 OYR 5/6 *THE INSTALLER SHALL LOCATIONS OF ALL UTILITIES AND ALL TDP FOUND. EL. 30.5 FILTER FABRIC OVER STONE -- 99 - EXISTING CONTOUR BUILDING SEWER OUTLETS AND \ EauMINIMUM75' 2% SLOPE REQUIRED OVER SYSTEM 26.5'-25.0' 9 X 91 ELEVATIONS PRIOR TO INSTALLING ANY . OF COVER OVER PRECAST EXIST. SPOT ELEV. PORTION OF SEPTIC SYSTEM PRECAST N -To Nore 2" MIN. WALL THICKNESS REQUIRED BLOCKS OR -[99]- PROPOSED CONTOUR RISERS (iYP.) PVC MORTAR ALL PRECAST RISERS H-20 PIPES LEVEL 1ST 2' . 6" MIN. SUMP 4' COMPONENTS (n,P) INV'S EL 22.7 4' [98.4] PROPOSED SPOT EL. 12' MIN. INT. DIM. ENDS SIDES 23.53' TH1 *24.2' 10' ta' 23.85' 7EE 1500 GAL H-10 TEE , •e. ®®®0 EE +. O ®�®® ®®oMm-Lo -©� o „�oo.oe TEST HOLE SEPTIC TANK 23.60 .. ° WATER D'BOX ®®® ®® ®®®Cl��®®®®® 4' U.LEVEL °Qop000°o°°o cas �FFLE - ^-^°'°^°' FOR LEVELNESS ;o€.g ®®�O�Pi�pq 2>/ SLOPE OF GROUND ACME oR EQUAL "' ogo° o®o®aroma®®�® ' 22.97' 22.80' CO-) UTILITY POLE ` °.0°°° fp^poO°°° . ^ ° °^o.^�"-" ^.^ ° ° o°^ _^o° DOUBALL LE WASHEDNE 4' MIN. H-20 500 GAL. LEACHING CHAMBER BY ACME PRECAST OR EQUAL. FIRE HYDRANT (2) UNITS REQUIRED STRUCTURES NOTE NOT ALL SYMBOLS MAY APPEAR IN DRAWING 6" CRUSHED STONE OR MECHANICAL OVERALL DIMENSIONS TO OUTSIDE OF STONE: 25.00' COMPACTION. (15.221 [2]) X 12.83' ,�„• SYSTEM DESIGN: GARBAGE DISPOSER IS NOT ALLOWED EXISTING 3 BEDROOM DWELLING DESIGN FLOW: 3 BEDROOMS @ 110 GPD = 330 GPD USE A 330 GPD DESIGN FLOW SEPTIC TANK: 330 GPD (2) = 660 USE A 1500 GAL. SEPTIC TANK LEACHING: SIDES: 2 (25 + 12.83) 2 (.74) = 112 GPD BOTTOM 25 x 12.83 (.74) = 237 GPD TOTAL: 472 S.F. 349 GPD USE (2) 500 GAL. LEACHING CHAMBERS (ACME OR EQUAL) WITH 4' STONE ALL AROUND APPROVED MA DATE BOARD OF HEALTH TEST HOLE LOGS ENGINEER: CRAIG J. FERRARI, SE #13871 WITNESS: AMY VON HONE, RS DATE: 1/13/2016 PERC. RATE _ < 5 MIN/INCH CLASS I SOILS -- 4 ELEV. ELEV. 4 0" 26' p" 28' 0/A 0/A LS LS 1OYR 3/2 1OYR 3/2 7" 8" B B LS LS 20" 1 OYR 5/6 24 3' 36" 1 OYR 5/6 25' C C PERC LS MIS 1OYR 6/3 1OYR 7/4 132" 1 15' 132" NO GROUNDWATER ENCOUNTERED DICE #16-053 17' a L1 (2.5% SLOPE) FOUNDATION- 14' - SEPTIC TANK 11 1 BVW6 (-2-% SLOPE) SLOPE) 7' D' BOX 12' LEACHING FACILITY ICEY BOG 1 n 1 MAP 126 \PCL s 42.1 \ _ 11J (GREW) TO CT/�E OOG B4N K 70.00' YREMAW, 'NAAkTO TYR X"_,�_ BVWS IQ CO PROPOSED QWELLING >ry 0 r / OF = X65' w / ` 0 28'x38' / BVW�. % M 117 PARCEL k i.24 i" Co. C. ip _ 100' OFF B NCHMARK: CONCRETE BOUND �::;:. =TBA NAVD88 MAP 108 �:;:, ��o �TO PARCEL 14 15.0' BOTTOM TH-1 NO GROUNDWATER FOUND NOTES 1. DATUM IS NAVD 88 2. MUNICIPAL WATER IS PROPOSED 3. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT. 4. DESIGN LOADING FOR ALL PROPOSED PRECAST UNITS TO BE AASHO H -2D 5. PIPE JOINTS TO BE MADE WATERTIGHT. 6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH 310 CMR 15.000 (TITLE 5.) 7. THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO BE USED FOR LOT LINE STAKING OR 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. 10. CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING DIGSAFE (1-888-344-7233) AND VERIFYING THE LOCATION OF ALL UNDERGROUND & OVERHEAD UTILITIES PRIOR TO COMMENCEMENT OF WORK. 11. ANY UNSUITABLE MATERIAL ENCOUNTERED SHALL BE REMOVED 5' BENEATH AND AROUND THE PROPOSED LEACHING FACILITY. 12. WETLAND FLAGGED BY BRAD HALL OF BLH ENVIRONMENTAL CONSULTING. 13. GUTTERS AND DOWNSPOUTS TO BE DIRECTED TO DRYWELLS OR ROOF DRIP LINES TO STONE TRENCHES. 14. FOUR INCHES OF QUALITY SCREENED LOAM AND HYDROSEED ALL DISTURBED AREAS, PROVIDE EROSION CONTROL NETTING ON SLOPES >10% IF REQUIRED. LOCUS MAP SCALE 1"=2000'± ASSESSORS MAP 117 PARCEL 5 PORTION OF LOCUS IS WITHIN FEMA FLOOD ZONE X (0.2 PCT CHANCE FLOOD HAZARD) AS SHOWN ON COMMUNITY PANEL #25001CO579J DATED 7/16/2014 ZONING SUMMARY ZONING DISTRICT: R-40 DISTRICT MIN. LOT SIZE 40,000 S.F. MIN. LOT FRONTAGE OVERGROWN MIN. FRONT SETBACK 30' CRANBERRY BOG 20' MIN. REAR SETBACK (LOT 10 PB MAX. BUILDING COVERAGE 25% 339 PG 87) THE AQUIFER PROTECTION OVERLAY PART OF MAP OWNER OF RECORD 126 PCL 42.1 1 BVW6 (-2-% SLOPE) SLOPE) 7' D' BOX 12' LEACHING FACILITY ICEY BOG 1 n 1 MAP 126 \PCL s 42.1 \ _ 11J (GREW) TO CT/�E OOG B4N K 70.00' YREMAW, 'NAAkTO TYR X"_,�_ BVWS IQ CO PROPOSED QWELLING >ry 0 r / OF = X65' w / ` 0 28'x38' / BVW�. % M 117 PARCEL k i.24 i" Co. C. ip _ 100' OFF B NCHMARK: CONCRETE BOUND �::;:. =TBA NAVD88 MAP 108 �:;:, ��o �TO PARCEL 14 15.0' BOTTOM TH-1 NO GROUNDWATER FOUND NOTES 1. DATUM IS NAVD 88 2. MUNICIPAL WATER IS PROPOSED 3. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT. 4. DESIGN LOADING FOR ALL PROPOSED PRECAST UNITS TO BE AASHO H -2D 5. PIPE JOINTS TO BE MADE WATERTIGHT. 6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH 310 CMR 15.000 (TITLE 5.) 7. THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO BE USED FOR LOT LINE STAKING OR 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. 10. CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING DIGSAFE (1-888-344-7233) AND VERIFYING THE LOCATION OF ALL UNDERGROUND & OVERHEAD UTILITIES PRIOR TO COMMENCEMENT OF WORK. 11. ANY UNSUITABLE MATERIAL ENCOUNTERED SHALL BE REMOVED 5' BENEATH AND AROUND THE PROPOSED LEACHING FACILITY. 12. WETLAND FLAGGED BY BRAD HALL OF BLH ENVIRONMENTAL CONSULTING. 13. GUTTERS AND DOWNSPOUTS TO BE DIRECTED TO DRYWELLS OR ROOF DRIP LINES TO STONE TRENCHES. 14. FOUR INCHES OF QUALITY SCREENED LOAM AND HYDROSEED ALL DISTURBED AREAS, PROVIDE EROSION CONTROL NETTING ON SLOPES >10% IF REQUIRED. LOCUS MAP SCALE 1"=2000'± ASSESSORS MAP 117 PARCEL 5 PORTION OF LOCUS IS WITHIN FEMA FLOOD ZONE X (0.2 PCT CHANCE FLOOD HAZARD) AS SHOWN ON COMMUNITY PANEL #25001CO579J DATED 7/16/2014 ZONING SUMMARY ZONING DISTRICT: R-40 DISTRICT MIN. LOT SIZE 40,000 S.F. MIN. LOT FRONTAGE 150' MIN. FRONT SETBACK 30' MIN. SIDE SETBACK 20' MIN. REAR SETBACK 20' MAX. BUILDING COVERAGE 25% SITE IS LOCATED WITHIN THE AQUIFER PROTECTION OVERLAY DISTRICT OWNER OF RECORD KENNETH S HOLLINGSWORTH 150 STERLING DR FRANKLIN, NH 03235 REFERENCES DEED BOOK 3965 PAGE 181 PLAN BOOK 339 PAGE 87 RET LL 2p. TYP. w ' SHRUBS P G% A 77 RAL TYP./ OFF/R , LAWN mat _ l / 12- I EI 90o TO REMAIN AREATYP' SI TYP.�� Q /I g0,00 o 30 TTLE 5 S7E OF 1 M 117 1 #36 BENTBLUFF LANE YARMOUTHPORT, MA da� PREPARED FOR T° � � SEASHORE HOMES TSS G � / �6 DATE: 3-2-2016 0 f 24 Scale: 1 "= 20' 0 10 20 30 40 50 FEET off 508-362-4541 fax 508-362-9880 �l [k0 SHOFi�q"�� 'a� a� t• downcope.com Q ro �� stip ssc %oa DANIEL �c�y DANIELA N A.a down cope engineering iec. o o LA I !L �k-1 ) 4098 civil engineers CIVIL N 1�I � r<� 4os8o l/ I Na 46502 �o RF /and surveyors TF G sTE� ( 939 Main Street Rte 6A NAL �/_ l / YARMOUTIiPORT MA 02675 DATE DANIEL A. OJALA, P.E., P.L.S. PERMIT SET - NOT FOR CONSTRUCTION 15-354 HOLLINGSWORTH.DWG