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Home My WebLink About83-2082 - Site PlanLEGEND - 99- EXISTING CONTOUR X 99.1 EXIST. SPOT ELEV. -[991- PROPOSED CONTOUR 198.41 PROPOSED SPOT EL. FRONT SETBACK TEST HOLE 22; SLOPE OF GROUND 2 MIN/INCH UTILITY POLE 2" SCH40 PRESSURE LINE FIRE HYDRANT NOTE NOT ALL SYMBOLS MAY APPEAR IN DRAWING SYSTEM DESIGN: GARBAGE DISPOSER IS NOT ALLOWED DESIGN FLOW: 3 BEDROOMS @ 110 GPD = 330 GPD USE A 330 GPD DESIGN FLOW SEPTIC TANK: 330 GPD (2) = 660 (1) 2500 GAL. COMBINATION-201500/IC TANK/PUMP CHAMBER LEACHING: 330 GPD / (.74) = 446 SF REQUIRED 15'X30'= 450 SF OK 450 SF X .74 = 333 GPD OK USE A 15' X 30' LEACHING FIELD PRESSURE DOSED WITH 2.0" LATERALS WITH 1/4" SHIELDED ORIFICES AT 5' O.C. *THE INSTALLER SHALL VERIFY THE LOCATIONS OF ALL UTILITIES AND ALL BUILDING SEWER OUTLETS AND ELEVATIONS PRIOR TO INSTALLING ANY PORTION OF SEPTIC SYSTEM MA APPROVED DATE BOARD OF HEALTH BUOYANCY CALC: 2500 H-20 TANK WEIGHT: 28,560 LBS 11.83 x 6.33 x 3.3 x 62.4 = 15,420 UP (OK) TEST HOLE LOGS ENGINEER: DANIEL E. GONSALVES, SE #13587 WITNESS: AMY VON HONE, RS DATE: 12/3/15 FRONT SETBACK MANUFACTURER'S SPECIFICATIONS FOR o y PERC. RATE _ < 2 MIN/INCH PROPER FILTER INSTALLATION 2" SCH40 PRESSURE LINE CLASS I SOILS MAX. , 1/4" SHIELDED 8 42' ORIFICES 0.75" MIN. 1 4 ELEV. Powers Od LOCUS d Ro Nantucket Gteo Sound � 0� o � D o /LS BUILDING. ALARM TO BE ON INV. IN 8.10' 38' 3- 3" 10YR 2/2 11.3' C, SEPARATE CIRCUIT FROM PUMP 2" PRESSURE LINE 2500 GAL H-20 18" 1OYR 5/8 10.0' LEVEL AT 8.2 A FLOAT SWITCH ALARM ON OUTLET TEE W/EXTENSION 10" SEPTIC TANK/ /,LS 20" 10YR 2/2 9.8' 1657 GAL. B BOTTOM LSA EL. 7.75 24" 1OYR 6/6 9.5' C2 MS 5" WORKING RANGE UNSUITABLE SOIL 46" 1OYR 5/8 7.7' A CONNECT ENDS 5 /,LS/ SEE DETAIL BELOW - 48 10YR 2/2 7.5' a B3 SYSTEM (OR EQUAL) / LS/ 60" 10YR 6/6 6.5' G -W ADJ. DATA: DOSE (5" WORKING RANGE) C3 C3 000 000 WELL: MIW 29 SIEVE 6" BAFFLE ZONE: A 138MS " 10YR 5/8 0.0' ADJ: 2.3' GROUNDWATER ENCOUNTERED @ 138" 20 EL. 16.8' 24"0 H-20 CAST IRON INSULATE PIPE WHERE COVERS TO GRADE ABOVE GRADE SYSTEM PROFILE (NOT TO SCALE) PROVIDE INSPECTION PORT TO GRADE SEE DETAIL 4" VENT, PERF. RUNS UNDER 2" 2% SLOPE REQUIRED OVER SYSTEM DRILL LAST HOLE IN EACH LATERAL ON TOP TO VENT FEMALE ADAPTOR & THREADED PLUG AIR (WHILE LATERAL FILLS 2.0"0 THREADED END CONNECTION OF COVER OVER PRECAST SCH 40 PVC MANHOLE COVER MORTAR ALL COMPONENTS (TYP.) // 24" I.D. PRECAST CONC. RISER AS REQ. /4;0 PRECAST DONUT 1" OVER FIELD J 4' THICK 4000 PSI CONC. W/WWF 18"0 OBSERVATION HOLE IN CTR. LEACHING FIELD \-12" PERF. HDPE PUMP OUT WELL TO SAND AT BOTTOM L.F. INSPECTION PORT DETAIL NOT TO SCALE MIRAF1140N NONWOVEN FILTER FAE OVER WASHED STONE 2.0" LATERAL WITH BOTTOM OF STONE ELEVATION LISTED ORIFICES & SHIELDS \3/4" TO 1-1/2" DOUBLE _ WASHED STONE COMPACTED CLEAN MEDIUM SAND FILL ONLY. CROSS SECTION LEACHING FIELD 2.0"0 I/4"0 HOLE AT 5' O.C. SNAP-ON EXACT DIAMETER HOLES SHIELD SHOULD BE SHOP DRILLED WITH A DRILL PRESS TO ENSURE UNIFORMITY. REMOVE BURRS D DRAINAGE SLOTS PRIOR TO PLACING PIPE. 2.7' ORIFICE SHIELD OS200 ORENCO SYSTEMS INC PH. 1-800-348-9843 OR EQUAL. 24 REQ. ORIFICE SHIELD DETAIL NOT TO SCALE 0 25 50 75 100 CAPACITY -GPM PUMP CURVE FOR MYERS SRM4 4/10 HP PUMP DCE #15-015 BENCHMARK: MAG NAIL ELEV. = 9.7 NAVD88 LEACHING DETAIL 1" - 10' CUT AND PATCH PAVEMENT AS / REQUIRED / / ZONE/ >, -VE ((EL 13) ZONE HERS 1. ,�4 PAVED ORl INSPECTION PORT 5' REMOVAL OF UNSUITABLE SOIL REQUIRED AROUND PERIMETER OF LEACHING FACILITY, ick DOWN TO SUITABLE SOIL LAYER. REPLACE =_ WITH CLEAN MED. SAND, TO MEET SPECIFICATIONS OF 310 CMR 15.255(3) PROP. VENT WITH CHARCOAL FILTER AND BUGSCREEN (FINAL�,�7 PLACEMENT BY CONTRACTOR WITH HOMEOWNER CONSULTATION) ACCESS FOR ROUTINE MAINTENANCE 24"0 H-20 CAST IRON MUST BE PROVIDED FOR ZABEL FILTER. COVERS TO GRADE INSTALLER MUST FOLLOW ALL 10.0 -11.0 MIN. FRONT SETBACK MANUFACTURER'S SPECIFICATIONS FOR o y Lewis 830 GAL RESERVE PROPER FILTER INSTALLATION 2" SCH40 PRESSURE LINE Bay MAX. , 1/4" SHIELDED 8 42' ORIFICES 0.75" MIN. �'odia MAX. Powers Od LOCUS d Ro Nantucket Gteo Sound � 0� o � D o BUILDING. ALARM TO BE ON INV. IN 8.10' 38' SEPARATE CIRCUIT FROM PUMP 2" PRESSURE LINE 2500 GAL H-20 19" TEE 2" INVERTS LEVEL AT 8.2 SLOPE TO DRAIN BACK FLOAT SWITCH ALARM ON OUTLET TEE W/EXTENSION 10" SEPTIC TANK/ WEEP HOLE SETTINGS: 1657 GAL. TEE PUMP CHAMBER BOTTOM LEACHING LEVEL AT EL. 7.75 THIS SIDE COMBINATION 2" CENTRAL FED MANIFOLD 5" WORKING RANGE 6 OF BAFFLE PITCH TO DRAIN BACK TO CONNECT ENDS 5 6.8' SEE DETAIL BELOW - PUMP CHAMBER- NO LOW SPOTS. PUMP OFF 5.45, a SYSTEM (OR EQUAL) 00 (ON BLOCK) C 4 DOSES PER DAY, AT 110 GAL. PER 000000 0000 00 3/4" TO 1 1/2" DOUBLE WASHED STONE DOSE (5" WORKING RANGE) 000 000 00 0000 000 0 0 o0 00 0oa o0oo00 00n o 6" BAFFLE W(r no,00 PnD n.o o 2500 GAL. SEPTIC TANK/PUMP CHAMBER COMBINATION 6" CRUSHED STONE OR MECHANICAL (NOT TO SCALE) -' COMPACTION. (15.221 [21) N (2_5 % SLOPE) (--L-% SLOPE) USE ADJUSTED SEPTIC TANK/ LEACHING GROUNDWATER 0 EL. 2.3 FOUNDATION- 23' 5. (TIDALLY INFLUENCED) PUMP CHAMBER FACILITY MANHOLE COVER MORTAR ALL COMPONENTS (TYP.) // 24" I.D. PRECAST CONC. RISER AS REQ. /4;0 PRECAST DONUT 1" OVER FIELD J 4' THICK 4000 PSI CONC. W/WWF 18"0 OBSERVATION HOLE IN CTR. LEACHING FIELD \-12" PERF. HDPE PUMP OUT WELL TO SAND AT BOTTOM L.F. INSPECTION PORT DETAIL NOT TO SCALE MIRAF1140N NONWOVEN FILTER FAE OVER WASHED STONE 2.0" LATERAL WITH BOTTOM OF STONE ELEVATION LISTED ORIFICES & SHIELDS \3/4" TO 1-1/2" DOUBLE _ WASHED STONE COMPACTED CLEAN MEDIUM SAND FILL ONLY. CROSS SECTION LEACHING FIELD 2.0"0 I/4"0 HOLE AT 5' O.C. SNAP-ON EXACT DIAMETER HOLES SHIELD SHOULD BE SHOP DRILLED WITH A DRILL PRESS TO ENSURE UNIFORMITY. REMOVE BURRS D DRAINAGE SLOTS PRIOR TO PLACING PIPE. 2.7' ORIFICE SHIELD OS200 ORENCO SYSTEMS INC PH. 1-800-348-9843 OR EQUAL. 24 REQ. ORIFICE SHIELD DETAIL NOT TO SCALE 0 25 50 75 100 CAPACITY -GPM PUMP CURVE FOR MYERS SRM4 4/10 HP PUMP DCE #15-015 BENCHMARK: MAG NAIL ELEV. = 9.7 NAVD88 LEACHING DETAIL 1" - 10' CUT AND PATCH PAVEMENT AS / REQUIRED / / ZONE/ >, -VE ((EL 13) ZONE HERS 1. ,�4 PAVED ORl INSPECTION PORT 5' REMOVAL OF UNSUITABLE SOIL REQUIRED AROUND PERIMETER OF LEACHING FACILITY, ick DOWN TO SUITABLE SOIL LAYER. REPLACE =_ WITH CLEAN MED. SAND, TO MEET SPECIFICATIONS OF 310 CMR 15.255(3) PROP. VENT WITH CHARCOAL FILTER AND BUGSCREEN (FINAL�,�7 PLACEMENT BY CONTRACTOR WITH HOMEOWNER CONSULTATION) ACCESS FOR ROUTINE MAINTENANCE 24"0 H-20 CAST IRON MUST BE PROVIDED FOR ZABEL FILTER. COVERS TO GRADE INSTALLER MUST FOLLOW ALL 150' MIN. FRONT SETBACK MANUFACTURER'S SPECIFICATIONS FOR o y Lewis 830 GAL RESERVE PROPER FILTER INSTALLATION pond Bay MAX. ALARM AND CONTROL PANEL TO BE INSTALLED INSIDE �'odia MAX. Powers Od LOCUS d Ro Nantucket Gteo Sound BUILDING. ALARM TO BE ON INV. IN 8.10' SEPARATE CIRCUIT FROM PUMP 2" PRESSURE LINE ZABEL FILTER (A100) 19" TEE SLOPE TO DRAIN BACK FLOAT SWITCH ALARM ON OUTLET TEE W/EXTENSION WEEP HOLE SETTINGS: 1657 GAL. PUMP ON THIS SIDE CHECK VALVE 5" WORKING RANGE 6 OF BAFFLE MYERS SRM 4 5 6.8' SUBMERSIBLE 4/10 HP PUMP PUMP OFF 12" SYSTEM (OR EQUAL) 00 (ON BLOCK) C 4 DOSES PER DAY, AT 110 GAL. PER 000000 0000 00 0000 DOSE (5" WORKING RANGE) 6" BAFFLE H-20 2500 GAL. SEPTIC TANK/PUMP CHAMBER COMBINATION (NOT TO SCALE) 0WELLING D #7 i m IPAV£D DR/l�E I UNDER J o IPA VE. EL.10.0' IITOF £L. 16.8' I 12 \� EX/ST. DWELL. 3 r / APPROX. LIMIT OF PRIORITY �VVATED H 1TA r -✓_OA! KATHY LUNDSTROM J L-7-i0`T F 9,6751 SF 1i a COASTAL BEACH L/N£/SILT, f£N SECOND .fZ60R WITHIN EVS77NG F007PRIIVT A /WALL Q AL DUNE NOTES 2. MUNICIPAL WATER IS EXISTING 3. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT 4. DESIGN LOADING FOR ALL PROPOSED PRECAST UNITS TO BE AASHO H -2Q 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. EXISTING LEACHING FACILITY SHALL BE PUMPED AND REMOVED. 13. ACCESS FOR ROUTINE MAINTENANCE MUST BE PROVIDED FOR ZABEL FILTER. INSTALLER MUST FOLLOW MANUFACTURER'S SEPCIFICATIONS FOR PROPER FILTER INSTALLATION. 14. INSTALLER TO VERIFY THE ELECTRICAL SYSTEM IS SUITABLE FOR PUMP CONNECTION. ELECTRICAL PERMIT REQUIRED. 15. ROOF RUN-OFF TO BE DIRECTED TO DRYWELLS, OR ROOF DRIPLINES TO STONE TRENCHES EXIST. DWELL. els A £ 2 7R /GAMBPPOWERS R� �i l� 7 XIS7INL 2; PATH TO I COASTAL B£ PR/ Lewis 2' W. �� N10N `n LOCUS MAP NOT TO SCALE ASSESSORS MAP 14 PARCEL 68 LOCUS IS WITHIN FEMA FLOOD ZONE VE (EL 14) & VE (EL 13) AS SHOWN ON COMMUNITY PANEL#25001CO588J DATED 7/16/2014 ZONING SUMMARY ZONING DISTRICT: R25 DISTRICT MIN. LOT SIZE 25,000 S.F. MIN. �3 � 150' MIN. FRONT SETBACK 30' o y Lewis 5 n Lewis MIN. pond Bay MAX. BUILDING HEIGHT �'odia MAX. Powers Od LOCUS d Ro Nantucket Gteo Sound LOCUS MAP NOT TO SCALE ASSESSORS MAP 14 PARCEL 68 LOCUS IS WITHIN FEMA FLOOD ZONE VE (EL 14) & VE (EL 13) AS SHOWN ON COMMUNITY PANEL#25001CO588J DATED 7/16/2014 ZONING SUMMARY ZONING DISTRICT: R25 DISTRICT MIN. LOT SIZE 25,000 S.F. MIN. LOT FRONTAGE 150' MIN. FRONT SETBACK 30' MIN. SIDE SETBACK 15' MIN. REAR SETBACK 20' MAX. BUILDING HEIGHT XX' MAX. BUILDING COV. 25% SITE IS NOT LOCATED WITHIN A ZONE It OWNER OF RECORD BEVERLY A. BRUNO 83 CIDER MILL ROAD HAWTHORNE, NJ 07506-3042 REFERENCES CTF 166758 LCP 11781B LOT 7 VERTICAL DATUM: NAVD '88 v.,_ I T 12 R L;I kkSinn 211 c /\ ) OF LtlJ/LTIJYR/ 15 POWERS LANE -- WEST YARMOUTH. ARM®UTH. A PREPARED FOR >• .o m LN 11111111 I f i ii DATE: JULY 26, 2016 REV. 9/28/16 (ADD'L DETAIL, MOVE STAIRS) Scale: 1"= 20' 0 10 20 30 40 50 FEET DANIEL��, q. DANIEL A. ojA%L/ m o OJALA No. 096o " CIVIL Na. 46502 -Z �3 -1(,� DATE DANIEL A. OJALA, P.E., P.L.S. off 508-362-4541 fax 508-362-9880 downcope.com down cope engineering, h7C. civil engineers land surveyors 939 Main Street ( Rte 6A) YARMOUTHPORT MA 02675 15-015