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Home My WebLink About83-2082 - Site Plan - OldSIE 1 LEGEND - an - EXISIINU UUNIUUN X 99. ' EXIST. SPOT ELEV. -[991- PROPOSED CONTOUR 198.41 PROPOSED SPOT EL. TH1 COVERS TO C1 TEST HOLE 2> SLOPE OF GROUND MIN. UTILITY POLE 1`y Y 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. H-20 SEPTIC TANK/PUMP CHAMBER COMBINATION 1500/1000 OK LEACHING: 330 GPD / (.74) = 446 SF REQUIRED 15' X 30' = 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. APPROVED DATE *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 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 PERC. RATE _ < 2 MIN/INCH CLASS I SOILS 4 ELEV. 1 0" 11.5' mUNSUITABLE SOIL G -W ADJ. DATA: WELL: MIW 29 ZONE: A 3" 10YR 2/2 11.3 COVERS TO C1 MANUFACTURER'S SPECIFICATIONS FOR =ea MS MIN. 18" 1OYR 5/8 10.0 Lewis A Lewis ALARM AND CONTROL PANEL /,LSA Pond 20" 10YR 2/2 9.8 32 BUILDING. ALARM TO BE ON INV. IN 8.10' 5/8 24" 10YR 6/6 9.5 G1e0 C2 ZABEL FILTER (A10o) MS 46" 1OYR 7.7 FLOAT SWITCH ALARM ON OUTLET TEE W/EXTENSION SETTINGS: A3 48" 10YR 2/2 7.5 B3 1657 GAL. THIS SIDE 60" 10YR 6/6 6.5' VE C3 MS 38" 1OYR 5/8 0.0' mUNSUITABLE SOIL G -W ADJ. DATA: WELL: MIW 29 ZONE: A ADJ: 2.3' GROUNDWATER ENCOUNTERED @ 138" 20 LEACHING FIELD :" SYSTEM PROFILE EL. 16.8' (NOT TO SCALE) 2a'm N-20 CAST IRON PROVIDE INSPECTION PORT TO GRADE q" VENT, PERF. COVERS TO GRADE SEE DETAIL INSULATE PIPE WHERE RUNS UNDER 2" ABOVE GRADE 2% SLOPE REQUIRED OVER SYSTEM DRILL LAST HOLE IN EACH LATERAL ON TOP TO VENT FEMALE ADAPTOR & THREADED PLUG 10.0'AIR WHILE LATERAL FILLS 2.0"0 THREADED END CONNECTION MINIMUM .75' OF COVER OVER PRECAST 10.0'-11.0' SCH 40 PVC 2" SCH40 PRESSURE LINE 1/4' SHIELDED g 42' ORIFICES 0.75" MIN. 00-0 ° 8.68' -20 C8 ° DO °08 ° o 2500 GAL H-20 10" SEPTIC TANK/ T 9.0 2" INVERTS LEVEL AT 8.2 8.10' TEE PUMP CHAMBER BOTTOM LEACHING LEVEL AT EL. 7.75 COMBINATION 2" CENTRAL FED MANIFOLD PITCH TO DRAIN BACK TO CONNECT ENDS SEE DETAIL BELOW PUMP CHAMBER- NO LOW SPOTS. 5.45' 3/4" TO 1 1/2" DOUBLE WASHED STONE s eoo'000000'00000W 0 0 0 0 0 0 0 0°0°0°0°0 0 0°o°0 0 Doan 000°00°o o°Doo°00000000°00000 opo 6" CRUSHED STONE OR MECHANICAL o COMPACTION. (15.221 [21) N (2_5 R SLOPE) (--!--% SLOPE) USE ADJUSTED FOUNDATION- 23' SEPTIC TANK/ 5, LEACHING GRINFLUENCED) 23 PUMP CHAMBER FACILITY MANHOLE COVER MORTAR ALL COMPONENTS (TYP.) 24" I.D. PRECAST CONC. RISER AS REQ. 4'0 PRECAST DONUT 1" OVER FIELD �4" THICK 4000 PSI CONC. W/WWF 18"0 OBSERVATION HOLE IN CTR. LEACHING DETAIL 1 " = 10' \_12" PERF. HDPE PUMP OUT WELL TO SAND AT BOTTOM L.F. INSPECTION PORT DETAIL / CUT AND PATCH NOT TO SCALE PAVEMENT AS BENCHMARK: / / / REQUIRED MAG NAIL ELEV. = 9.7 NAVD88 t�A EL ZjNEg SGG �0f P0000 MIRAFI 140N NONWOVEN FILTER FABRIC 0080 ° 2.0„ 'o - PAl�EO DRI OVER WASHED STONE INSPECTION PORT 2.0" LATERAL WITH BOTTOM OF STONE ELEVATION LISTED ORIFICES & SHIELDS 3/O^RC1. _D WASHED STONE COMPACTED CLEAN MEDIUM SAND Fl5' REMOVAL OF UNSUITABLE SOIL REQUIRED FILL ONLY. AROUND PERIMETER OF LEACHING FACILITY, �'�,,:•: DOWN TO SUITABLE SOIL LAYER. REPLACE CROSS SECTION LEACHING FIELD WI�� 'lEO TH CLEAN MED. SAND, TO MEET �0� THi IDRIVE IPAUNDER N.T.S. SPECIFICATIONS OF 310 CMR 15.255(3) ^a m IPA £L.10.0' ° 1727E EL. 16.6' 2.0"0 SCH-40 PVC LATERAL PROP. VENT WITH CHARCOAL ORIFICE SHIELD OS200 FILTER AND BUGSCREEN (FINAL -'z b ExrsT75 wELL. i ORENCO SYSTEMS INC PH. 1-800-348-9843 PLACEMENT BY CONTRACTOR 13 / ' OR EQUAL WITH HOMEOWNER CONSULTATION) 24 REQ. EKISTING6 G PECK 1/4"0 HOLE AT 5' O.C. SNAP-ON p LLIN ✓J % .� CX1(RIEN Bp1l.p) EXACT DIAMETER HOLES SHIELD X17 SHOULD BE SHOP DRILLED WITH A DRILL PRESS TO ENSURE UNIFORMITY. PPEBURRS D DRAINAGE SLOTS PRIOR O PLACING 1 0 \ ' \ ORIFICE SHIELD DETAIL NOT TO SCALE 0 25 50 75 100 CAPACITY - GPM PUMP CURVE FOR MYERS SRM4 4/10 HP PUMP BICE #15-015 ACCESS FOR ROUTINE MAINTENANCE DISTRICT MIN. MUST BE PROVIDED FOR ZABEL FILTER. 24"0 H-20 CAST IRON INSTALLER MUST FOLLOW ALL � < MIN. COVERS TO GRADE MANUFACTURER'S SPECIFICATIONS FOR =ea m1 MIN. 830 GAL RESERVE PROPER FILTER INSTALLATION MAX. Lewis °' Lewis ALARM AND CONTROL PANEL 25% Pond TO BE INSTALLED INSIDE WITHIN A ZONE II BUILDING. ALARM TO BE ON INV. IN 8.10' Locus RpDd SIOnd SEPARATE CIRCUIT FROM PUMP G1e0 2" PRESSURE LINE ZABEL FILTER (A10o) 19" TEE SLOPE TO DRAIN BACK FLOAT SWITCH ALARM ON OUTLET TEE W/EXTENSION SETTINGS: WEEP HOLE PUMP ON 1657 GAL. THIS SIDE CHECK VALVE 5" WORKING RANGE 6 OF BAFFLE MYERS SRM 4 5 6g' SUBMERSIBLE 4/10 HP PUMP PUMP OFF 12" SYSTEM (OR EQUAL) (ON BLOCK) 4 DOSES PER DAY, AT 110 GAL. PER o 0 00 �0000 0 0000 DOSE (5" WORKING RANGE) 6" BAFFLE H-20 2500 GAL. SEPTIC TANK/PUMP CHAMBER COMBINATION (NOT TO SCALE) APPROX. 7ED THY LUNDS7ROM LINE/SIL PRPP. SECOND L W17N/N TING FOOTPRINT A COASTAL DUNE/) 111 PROP AIk LOT 7 1 9,675 ' 11 Dt 11 AGE of COASTAL BEACH NOTES 1. DATUM IS NAVD 88 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-20 5. PIPE JOINTS TO BE MADE WATERTIGHT. S. 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 O'HER PURPOSE. S. 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 C4LLING DIGSAFE (1-888-344-7233) AND WRIFYING 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. #19 �F ELAINE GAMBRAZ /0 �sATf, BRAZ/O POWERS LANE 7RUS O 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. 5 25,000 S.F. MIN. j � < MIN. �e S e Ol �c/QI qC ale s MIN, =ea m1 MIN. REAR SETBACK 0 e� h MAX. Lewis °' Lewis Bay 25% Pond IS NOT LOCATED WITHIN A ZONE II Powers Locus RpDd SIOnd Nantucket G1e0 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 II OWNER OF RECORD BEVERLY A. BRUNO 83 CIDER MILL ROAD HAWTHORNE, NJ 07506-3042 REFERENCES CTF 166758 LCP 117818 LOT 7 VERTICAL DATUM: NAVD '88 TffLE II ;Ilu SITE P,II I u.11 N OF 15 �: 1t91k,Io Il WES3 h,,9 111 is h MA PREPARED FOR R DATE: JULY 26, 2 6 �Y Scale: 1"= 20' 0 10 20 30 40\ 50 FEET 7-4•I(, DATE OANIELA. OJALA CIVIL NO 46502 DANIEL A. OJALA, P.E., P.L.S. I off 508-362-4541 fox 508-362-9880 downcape.com down cope engineering, idc. Civil engineers land surveyors 939 Main Street ( Rte 6A) YARMOUTHPORT MA 02675