Loading...
BP-82756 (2016)Board of Health: Signature: e Date: Conservation Commission: Signature: "C.� Date: D.P.W.: Signature: Date: Fire Chief: Signature: Other: Signature: ) Brief description of work being perfonned. 11.1 Property Address: Contact Person: Phone Number: 1 1.4 Water Supply (MGL c40 s54): 1.5 Sewage Disposal System: ❑ Municipal ❑ Municipal ❑ Private Well ❑ On Site Disposal System Date: Date: .2 Assessors Map & Lot Number: Map Lot 1.3 Historical District ❑ Yes ❑ No Year Built ❑ Altering more than 25% per side of building Has application been submitted to the Historic Commission? ❑ Yes ❑ No Date: ❑ CONSTRUCTION PLANS ❑SITE PLAN Revised 5 /13 ❑ ENERGY REPORT RESIDENTIAL SECTION 2: PROPEIRTYt?WNERSHIP/AUTHORIZED AGENT 2.1 Own cord: y,L-,o 'b^+� Name (print) Contact Address Phone tuber 2.2 Authorized Agent: Name (print) Contact Address Phone Number _ _.. SECTION 3 ;CQIVSTRUCt'ION SER1/ICES = - - - 3.1 Licensed Construction Supervisor/Specialty License: •Number: Company Name/Contractor Name: _' # o Address: Expiration Date: Signature: Telephone: 3.2 Homeowner Exemption - One & Two Family Only Section 110.R5.1.3.1 Exception: FOR HOMEOWNERS WHO INTEND TO PERFORM AND BE RESPONSIBLE FOR THEIR OWN PROJECT Exception: Any Homeowner performing work for which a Building Permit is required shall be exempt from the provisions of this section; provides that if a Homeowner engages a person(s) for hire to do such work, that such Homeowner shall act as supervisor. For the purposes of this section only, a "Homeowner' is defined as follows: Person(s) who owns a parcel of land on which he/she resides or intends to reside, on which there is, or is intended to be, a one or two family dwelling, attached or detached structures accessory to such use and/or farm structures: A person who constructs more than one home in a two-year period shall not be considered a Homeowner. a If ou are applying under this section sign below: Signature: .-,� , _ ,� SEf"'ifON.�:,1NO�KER��s-.1✓OMRENSATIaN iFtStlt�ANG�;AF�[E?AVIT:€MGL ci52."� 25)' .,> Worker's Compensation Insurance Affidavit must be completed and submitted with this application. Failure to provide this affidavit will result in the denial of the issuance of the building permit. Signed Affidavit Attached: ❑ Yes ❑ No - - �SEGTIOI� 5 _?aESGR[PTIOI�`QF PRaPO$E�} WORT{ tGheck�llappitcable} , -- �` �" `� ,� - ❑Deck ❑ Pool ❑ Repairs ❑ Alteration ❑ Chimney/Fireplace ❑ Woodstove/Pellet Stove ❑ New Construction* ❑ Accessory Bldg. ❑ Addition ❑ Roofing/Siding ❑ Replacement window/door (Energy report required) (Shed/Garage) (Energy report required) No. of windows_ Doors_ ❑ DEMOLITION. (specify): Location of debris removal (per MGL C.40 Sec 54): ❑ Dumpster on site ❑ Dumpster On Street Facility Name: Location: *If new construction, please complete the following: Single Family: No. of Bedrooms No. of Baths Two Family: No of Bedrooms Unit 1 No. of Baths Unit 1 No of Bedrooms Unit 2 No. of Baths Unit 2 ❑ Furnace (hot air) - fuel gas (natural or propane), fuel oil, electricity, other (specify): ❑ Boiler (heating) - fuel gas (natural or propane), fuel oil, electricity, other (specify): ❑ HVAC (combined unit) - primary fuel, natural gas, propane, electricity, other (specify): ❑ Air conditioning - (separate unit) ❑ None of the above to be provided 0 Hot Water: Gas Electric Fuel Oil Other - - .SEOT1oN 6 - EST[IVIATE6 G81�STRll�T`iZIN BST, ... - z -, �- Item Estimated Cost ($) to be completed by permit applicant 1. Building 2. Electrical 3. Plumbing 4. Mechanical (HVAC) 5. Total=(1+2+3+4) SEGTIOPI TA OWNER t1THR�t12PiT10N Ito be aampiefed nrhen ownet�s agehf ;o_r confrcfor app[res .fvrbttildhg permit} (Please Print) I, as Owner of the subject property hereby authorize to act on my behalf, in all matters relative to work authorized by this building permit application. Signature of Owner Date - `SECTION 7B aWNER/�4UTHQRIZED AGENT.QECLARATION 4741 as Owner/Authorized Agent hereby declare that the statements and information on the foregoing application are true and accurate, to the best of my knowledge and belief. Signed unde pains and penalties of perjury. 9 Z&///,::7 Signature of Owner/Authorized Agent Dat ,,;; ,- = t N,SECT[�N li ;OPFtCE%KSPE�I'OR S NOTES �/' V Less Application Fee: $25.00 Remaining Balanc . g 3 Total Permit Fee: $ Other $ Amount $ 2/55� Gross Area - New Construc ' �t�tl Gross Area - Alteration total sq. Permit Issued to: EGTIQI4 0ESGRIP7ON QF OfLB1=iNtxER�ORIVED K . „_, N/F PERRY PETER LIFE ESTATE MAP 19 LOT 4 � --, o \ N/F N/F ANTONIO & SUSAN ANTUNES PERRY PETER LIFE ESTATE / 4" SCH 40 PVC MAP 19 LOT 30 MAP 19 LOT 29 �/ \ DRILL HOLE L = 20.0', SL = 0.02 (MIN)/ 50.0' VENT , VENT DRILL HOLE N 36° 0'41" W FOUND DISTURBED I 18.1' \ N 30°13'09" W , r 8<< 21.9 C�,,.9v��1 i�,��/�L S►�,A14. 15.0' \\ 116 ------ 5D51' 117 118 174.41 1119 \ \\ \ 113,I _ PROPOSE WELL \ \ \, I I 1 11 --�---- IN. 1 PROP. 2 SCH 40 PVC PIPE 13.7'TO/TANK\ 118 �� PROPOSED RESERVE AREA o L = 165 SLOPE 117 1 \ 116 \ \ \ \ \ �x 42' = 1008 S.F. ,. 276. \ COf�1�ENTIONAL STONE FIELD \ /o� \ \ \ PROPOSED INFILTRATOR \ \ �� \ \ \ FOR 5 BEDROOMS \ (QUICK 4 LEACHING AREA (O \ \ \ .p 14 \ 'ter PROP. 1000 GAL PUMP CHAMB U S IN FIELD SEE DETA�IL� \ \ \ 308.1' \ \ O• CHAMBER (SEE DETAILS) \ ( ) \ 11 _---_ — PROP. 1500 GAL SEPTIC TAN'K 77,6 � \ ,> WITH 4 SCH 40 PVC TF5 �. W \ & EFFLUENT FILTFW cQ \ co (SEE DETAILSCv 75 PROP. ALARM & ELECTRIC FOR PUMP \ ` \ \ \ \ ` LOT 2 0 IN, \ AREA = 95,648 SQ.FT. 2.20 ACRES _ _ NO WETLANDS PER LETTER BY 1 TIT- 114 �N \ c - - _ _ r CHRIS CAPONE (WETLAND CONSULTANT) ET D� '\ 1 � rn DATED 7/14/2016 TO ACCOMPANY TOWN LN N _ 113 - OF DARTMOUTHS A-1 INSPECTION) CSO -XREA - 8�, 096 SQ.FT. 1.84 ACRES , �►� \\114 113 BENCFjMA K SPIK SET LU H ~� Opt a�t.- �EL ATIO - 11�98UME \ ,, N/F � \ � S 25° 1826" E GWENDOLYN J. GILCHREST EXISTING DWELLING , 11116 171 GAFFNEY RD. \ / \ 109.70' _ MAP 19 LOT 3-1 \ O© ,�,��/ / 4�� 10a • I , •- \ � -Y 10G .u, \ �. 0 s 2 15 Sa Ft. N 10 EXISTING GRAVEL ROAD Tq BE WIDENED TO A 16' WIDE GR VEL ROAD �� ` ' � S 4�i i LxI �� � EXISTING ,, �� � & �\ � i 4, WITHIN THE 25' WIDE LAYO T. \O WELL v Z1g a M �N�D 1° 41`08 LO 'gyp .�•1 / N 27042-44" W , x � PROPOSED UTILITY POLE LOCATION LOT 3 AREA = 137,385 SQ.FT. 6' EXISTING CEMETERY ' 3.15 ACRES \ EXISTING UTILITY POLE 162/12B AND GUY ANCHORS TO BE RELOCATED LID7 5 S 33014128" E BENCH MARK -104- p OUTSIDE THE 16' WIDE GRAVEL ROAD 11.3� � PIKE FND IN UTILITY 0 N/F NORMAN DEMELLO, JR. MAPI9LOT3 `• EL.=10.19(ASSUMJ Lp�1-1 _N I*N \ �l\A A)E S_- SB7D=S24°4326"E � 7 _ 1-1 �06, C/DH N \_(Z LID 1_ . :0�f�k=-u I CR SB/DH L \ U I IR_=/ � \ �,_25.00 / os 1-1 s 101 1-,ez Ho 105- \ 52.82' N25 1 I $ \ �N3 �t�i CBtaQ - \O�1 C H- - - * 89, 706 SBIDH � \WN INTEGRITY / G \\ 03 7 --/ \ w EXISTING GRAVEL ROAD ti \ 't B/D 'o. 52.� ' �~-' ,34°5233 xo w rn 1 o I to N ,,. \\N32'43'�46"W� CB/D did ,o 0. \ 705` � co -5; - o • CB/DH ` L _39 2?' �04, °5a,36"E z ' R=25.00' S40 182•83N uj 16•0ft WID �x i '07 E GRAVEL R0 �.' IV/ 1'+ LOAMED SHOUL AD �/ > ., SITUrq►NOUS DERS Lo \ ASPHALT PAVEMEN "z '�� to 03 ROCK e \ �p �p ry I OMS �940 1 LOCUS MAP (n.t.s.) N 270321091, W 455.00' N/F BARRY E. & MARIANNE S. WALKER MAP 19 LOT 29-1 280.59- S ITE PLAN Scale 1 " = 30' LOT 3 AREA = 137,385 SQ.FT. 3.15 ACRES r � ZONING REQUIREMENTS: DEVELOPMENT REQUIREMENTS: SRB - SINGLE RES. 'B' MINIMUM LOT FRONTAGE 200.00' MINIMUM TOTAL AREA 80,000 sq. ft. MINIMUM FRONT YARD 60.00' MINIMUM SIDE YARD 20.00' MINIMUM REAR YARD 20.00' PERCENT LOT COVERAGE REQ.D 50% F HEALTH STAMPS BOARRD M IS NOT DESIGNtUD THIS SYSTEM , ENGINEERS AS-BUI..T FOR GARBAGE GRINDER, CERTIFICATION ST WHIRLPOOL OR OTHER ATEMENT HIGH WATER USE DEVICES BOAR® OF I �-E,LTI I INSPECTION REQUIRED CONSTRWON C 7�1i - -S EPTIC SYST -Id THE APPROVAL BY THIS OFFICE MUST BE COMPLE I JITHIN THREE 3) DOES NOT GUARANTEE THE YEARS OF THE Gtp E OF APPROVAL EFFECTIVENESS OF ANY INSTALLATION APPROVED BY TOIRIN OF DARTcIjoUT 3 DARTMOUTH BOARD OF HEALTH BOARD are HEALTH � is t DATE: _a �3,01 ire P.E. STAMP SEPTIC SYST I!YES1•G - Zt\ OF kil KEVIN J. `r�� SCOTT BROOKS c vA N PLAN LOT 2, GAFFNEY ROAD NO.49878 ASSESSORS MAP 19, LOT 5 (SUB LOT 2) DARTMOUTH, MA AL " ENGINEERING LLC nK P.O. BOX 1338 WESTPORT, MASSACHUSETTS 02790 (774) 319 - 5305 i Contact Person: Kevin Silva 'Checked By: KJS Date: 11 /18/2016 f' -2'i CA AA _1 eA. A=, •A I 1/ --, 112 1. _ . 1 /N: 16-014 (1 OF 2 **CONTRACTOR TO ENSURE ALL INTERIOR PLUMBING FROM KITCHENS, BATHROOMS, LAUNDRY ROOM ARE DIRECTED TOTHE PROPOSED SEPTIC TANK. CONTRACTOR TO CONFIRM INVERT ELEVATIONS PRIOR TO SETTING PUMP CHAMBER. TOP OF FOUNDATION T.O.F= 117.8 I H GROUND = 114.7+/- ' a PROP. CONCRETE MANHOLE RISERS 6" (min) " & COVERS TOW/IN 6" OF GRADE PROPOSED POLYLOC "ZABF-L" 1800 SERIES FILTER TO BE INSTALLED IN OUTLET TEE. CONTRACTOR TO VERIFY WITH APPROVNG AGENT TO DETERMINE IF THE GAS BAFFLE IS REQUIRED WITH THE FILTER. IF NOT ALREADY INSTALLED. MANHOLE RISER AND COVER TO GRADE FOR ROJTINE INSPECTION & MAINTENANCE (CLEANING OF FILTER). FLOAT SWITCH EL HAN PROPOSED VENT 24" MIN FROM GRD BRISTOL COUNTY PRECAST H2O D-BOX (OR EQUAL) W/ L = 165' PIPE SET TO SLOPE BACK TO PUMP BAFFLE & 2" SCH 40 PVC TEE. CHAMBER, TO ALLOW PIPE TO FULLY DRAIN FOLLOWING PUMP CYCLE 6„ PROPOSED DBOX RISER & COVER TO WITHIN 6" OF GRADE , r STEEL FRAME & COVER ------ TO GRADE (TYPICAL) 7 u 2" H 40 PVC- AW.Al 1A %111101 r V" . ....... '-A - -H BA4F(min) . Et INV EL = 118.0IT %K' . . ........... If 7. IN CASE OF PUMP FAILURE, THE PUMP CHAMBER AND SEPTIC TANK ARE TO BE PUM D A REPAIRING OF SEWAGE PUMP. THIS PROCEDURE WILL ENSURE NO OVERLOAD OF THE LEACHING AREA WILL OCCUR WHEN PUMP IN RESTARTED. QUICK4 CHAMBER INSPECTION PORT T 8. A WARNING SIGN IS TO BE PLACED ON THE PUMP CHAMBER COVER STATING: 1. DISCONNECT POWER PRIOR TO SERVICING, AND 2. PROPER INSPECTION PORT VENTILATION TO BE USED WHEN WORKING ON THE PUMP TO PREVENT SEWER GAS BUILD UP. A BACKUP GENERATOR (ADEQUATE FOR SUPPLYING THE SEWAGE PUMP IN CASE OF ELECTRICAL FAILURE) Is strongly recommended. BASIS OF SANITARY DESIGN BUILDING USAGE: 2 Bedroom ABOVE GARAGE (DESIGN FOR 5) TITLE V SEWAGE FLOW: 5 Bedrooms x 110 GPD/Bedroom = 550 GPD SEPTIC TANK SIZE: 1,500 Gallon GARBAGE GRINDER: Not Designed To Accomodate a Garbage Grinder WASHING MACHINE: Yes PERCOLATION RATE: Test Pit 101 = <2 MIN/INCH, Test Pit 102 = 4 MIN/INCH, DESIGN RATE: Class II Soil PROPOSED LEACHING FIELD INFORMATION BOTTOM AREA: 5.7 Ft (width) x 100 Ft (length) = 570 Sq.Ft. EFFECTIVE AREA 2 ROWS OF 25 STANDARD INFILTRATOR UNITS FOR INFILTRATOR: EFFECT. LEACH. AREA = 4.72 SF/LF x 50 UNITS x 4' LF/UNIT = 944 SO. FT DESIGN FLOW PROVIDED: 944 SF x 0.6 GPD/SF = 566 GPD SOIL SUITABILITY ASSESSMENT INFORMATION DATE(S): 8/18/2016 PERFORMED BY: KEVIN SILVA WITNESSED BY: COURTNEY COHEN TYPICAL INSTALLATION DETAIL (Not t0 Scale) PUMP CHAMBER BUOYANCY CALCULATIONS/ TP # 101 TP # 102 ELEV. = 116.5 0" (GRD.) ELEV. = 115.8 A 0' (ORD.) ELEV. =117.0 Ap p DOWNWARD FORCE: SANDYLOAM SANDY LOAM TANK TYPE: BRISTOL COUNTY PRECAST 1000 GAL MONOLITHIC TANK. 10YR 3/3 10YR 313 8'-6" (L) X 5'-3" (W) X 5'-8"(H) TANK WEIGHT: = 11,665 LBS rRIABLE FRIABLE ELEV. = 115.0 1g• ELEV. = 114.5 16" ELEV. = 115.7 Bw WEIGHT OF EARTH COVER: SANDYLOAM SANDY LOAM ± 1.0 FT.(DEPTH)(MIN) X 8'-6" ID X 5'-3" AM X 105 LB/C.F. = 4,685 LBS F /ABLE FRIABLE ELEV. =113.5 36" ELEV. =113.1 32' NEe%l Ce% 'yG SOIL WALL FRICTION AND ELEV = 1132 40' TP # 103 _ Ap SANDYLOAM 10YR 3/3 FRIABLE BWI/BW2 SANDY LOAM 10YR 516 FRIABLE FAINT MOTTLIN UPWARD BUOYANCY LIFT ( I ASSUMING TANK EMPTY): C1 w ELEV. = 112.3 RATE _ <2 MPI 42" ELEV. = 113.5 ELEV. =112.7 - 2.5Y 6/2 & 7.5YR 59 - 2 5Y 6/2 & 7 5YR 5/8 8'-6" (L) X 5'-3" (W) X 5'-8"(D) X 62.4 LE"WC.F. = 15,789 LBS ELEV, =111.7 a LOAMY SAND 58• C1 C1' BUOYANCE LIFT=15,789 LBS >30 % GRAVEL, 2.5LOAMY 2.5Y 614 ELEV. - 111.2 LOAMY SAND_ ELEV. =109.2 STONES, 8 COBBLES 88" ELEV. = 110.8 VERY FINE �" 2.5Y 614 THEREFORE: <20 % GRAVEL, 11,635 LBS (TANK) + 4,685 LBS.(C^v.7'R) = 16,350 LBS > 15,789 LBS C2 STONES, COBBLES C2 FINE LOAMY SAND FINE LOAMY SAND 2.5Y 6/3 2.5Y 613 <20 % GRAVEL, <20 % GRAVEL, STONES, COBBLES STONES, COBBLES 0' (GRD.) 16" - 52" RATE = 4 MPI - 70" ELEV. = 105.8 NO WATER/SEEPAGE 128 ELEV. =105.8 NO WATER/SEEPAGE 120 ELEV. = 108.0 108" NO WATER ISEEPAGE GENERAL NOTES I USE MOTTLING ELEV. FROM TP# 102 1. THE SANITARY SEWAGE DISPOSAL SYSTEM SHOWN HEREON SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE REQUIREMENTS OF 1995 TITLE V OF THE STATE ENVIRONMENTAL CODE AND LOCAL BOARD OF HEALTH REGULATIONS. ANY _) MODIFICATION TO THIS DESIGN MUST BE APPROVED IN WRITING BY THE ENGINEER AND THE LOCAL BOARD OF HEALTH PRIOR 1 TO IMPLEMENTATION. c3" OL 2. NOTIFY THE LOCAL BOARD OF HEALTH WHEN THE SYSTEM IS READY FOR INSPECTION, PRIOR TO ANY BACKFILLING. IF 12" N�2 �� CONFIRMATION OF CONSTRUCTION IS REQUIRED BY AN ENGINEER, 4 DAY ADVANCED NOTIFICATION IS REQUIRED FOR THE 8.0 100.0' 0 0 INSPECTION AS -BUILT. 110.01 0G t<` 3. CONTRACTOR SHALL VERIFY AND CHECK THE BENCHMARK AS SHOWN ON THIS PLAN PRIOR TO CONSTRUCTION OF THE PROPOSED SYSTEM. QUICK4 STANDARD MULTIPORT END CAP 4. DEEP TEST HOLE INFORMATION INDICATES SOIL CONDITION, PERCOLATION RATE, AND WATER TABLE ELEVATION AT THE 16 2 ROWS OF 25 INFILTRATOR TIME AND LOCATION OF ACTUAL TESTING AND SHOULD BE VERIFIED AT THE TIME OF CONSTRUCTION. THE CONTRV,CTOR QUICK 4 STANDARD UNITS SHALL NOTIFY THE LOCAL BOARD OF HEALTH IF GROUNDWATER OR PERCHED WATER IS ENCOUNTERED AT A HIGHER (34" W x 48" EFF.L x 12"H) INSPECTION PORT ELEVATION THAN INDICATED ON THIS DESIGN PLAN. „ SET WITH NO SPACING BETWEEN ROWS _ IN THE BACKFILLED W/' G � 3� �a,Jp � _ �• BRISTOL COUNTY PRECAST G5. UNLESS RINDER OR OTHER HDIGH WATER USOAGE DEVICES. CESDESIGN, THIS SYSTEM IS NOT DESIGNED FOR THE USE OF A GARAAGE & UPTO THE PEAK OF THL CHAMBERS & OVERLAYED H2O NC. B WITH FILTER. FABRIC & CONC. BAFFLE (SEE NOTES) 6. THE SEPTIC TANK SHALL BE A 1500 GALLON TANK, UNLESS OTHERWISE SPECIFIED ON THIS DESIGN PLAN, AND FITTED WITH PVC SCHEDULE 40 INLET TEE AND OUTLET TEE WITH GAS BAFFLE OF PROPER LENGTH. SEPTIC TANK CONSTRUCTION SHALL CONFORM TO 310 CMR 15.226. LEACHINGAREA DETAIL 7. THE SEPTIC TANK AND 2-DBOX COVERS ARE TO BE BUILT UP TO WITHIN 6" OF THE FINISHED GRADE UNLESS OTHERWISE VI=NT SPECIFIED ON THIS DESIGN PLAN. Scale 1 " = 10' " 8. SEPTIC TANKS, DISTRIBUTION BOX, AND PUMP CHAMBER (IF REQUIRED) SHALL BE PLACED ON A 6 MINIMUM COMPACTED GRAVEL BASE TO PREVENT HEAVING OR SETTLING. 9. THE PIPE BETWEEN THE HOUSE AND THE SEPTIC TANK SHALL BE 4" SCHEDULE 40 PVC, OR OTHER APPROVED MATERIAL AT A MINIMUM OF 0.02 SLOPE (1\4" PER FOOT IS RECOMMENDED). ALL OTHER PIPING SHALL BE PVC SCHEDULE 40. 10. ALL JOINTS MUST BE WATERTIGHT, SEALED WITH ASPHALT CEMENT OR OTHER CEMENT SUITABLE FOR THAT SPECIFIC COMPONENT. 11. NO HEAVY EQUIPMENT SHALL BE RUN OVER THE COMPONENTS OR THE PREPARED LEACHING AREA DURING INSTALLATION. 15' MIN 61 1 RUBBER TIRE MACHINERY ARE NOT TO BE DRIVEN OVER THE PREPARED NATURAL SOIL BASE OR SAND/STONE BED DURING FINISHED GRADE = 119.3 �� SYSTEM INSTALLATION. / • �5. P.E. STAMP 12A. SOIL'13REPARATION PRCCEDURE FOR THE LEACHING FACILITY AREA SHALL CONFORM TO 310 CMR 15.246 & 15.247. 3/4" -1 /1/2" CLEAN WASHED STONE BETWEEN UNITS BACKFILL 12B. ANY EXCAVATION OF UNSUITABLE MATERV L DESIGNATED ON THE PLAN SHALL CONFORM TO CONSTRUCTION IN FILL OF M48. REQUIREMENTS AS OUTLINED IN 310 CMR 15.255 (1-6). G KEVIN J. 118.3 MIN. _ 13. ANY CLEAN -OUTS AND INSPECTION PORTS >HOWN SHALL EXTEND WAN 3" OF FIN. GRADE AND CAPPED WITH A SCH 40 CIVIL -------------- ______________________ --$-r--------- --- 3-j THREADED CLEAN OUT FITTII{VG. NO.49878 j 14. ANY LEACHING AREA (OR, PUMP CHAMBER) VENTS SHALL BE CONSTRUCTED OF 4" SOLVENT WELD SCH 40PVC, THE TWIN 90 l DEGREE ELBOWS COMPRISING ING TH SED GRADE. BE GLUED. ANY D-BOX VENT PIPE SHALL UTILIZEAN INLET KNOCKOUT. VENT ON TO EXTEND A LEVEL OF INFILTRATION 3� ` 34" (TYP) 34" (Ta"P) i 15. FOR PROPER PERFORMANCE, THE SEPTIC TANK SHOULD BE INSPECTED ANNUALLY AND WHEN THE SOLIDS AND SCUM I I DEPTH EXCEEDS 1\3 OF THE LIQUID DEPTH, OR THREE YEARS HAS ELAPSED SINCE THE LAST PUMPING, THE TANK AND THE LEACHING PIT (IF ANY) SHOULD BE PUMPED. 5' SAND OVERDiG ; 16. UTILITIES SHOWN HAVE BEEN TAKEN FROM RECORD DRAWINGS AND FROM SURFACE EVIDENCE OBTAINED BY SEE NOTES ON -THE -GROUND SURVEY. REPRESENTAION AS TO THE ACCURACY OR COMPLETENESS OF THE UTILITIES SHOWN IS MADE BY I I THE SURVEYOR/ENGINEER VERIFICATION OF UTILITIES AND LOCATIONS ARE THE RESPONSIBILITY OF THE CONTRACTOR WITH THE AID OF DIG SAFE AND OTHER RESPECTIVE UTILITYCOMPANIES. I ------------------ ,:.,___ _-____-___________-________--_____-____-____.______________-__-______-__---4 17. ALL WELLS FOUND WITHIN 200' OF THE PROPOSED LEACHING AREA ARE SHOWN. 18. ALL COMPONENTS OF THE SEPTIC SYSTEM ARE TO BE MARKED WITH A MAGNETIC TAPE CAPABLE OF BEING DETECTED BY A METAL DETECTOR. - PROPOSED FILTER FABRIC OVER SYSTEM 2-4" SCH 40 PVC INSPECTION PORTS - W/ THREADED END CAPS 12" MINIMUM & 36" MAXIMUM OF COVER OVER THE SYSTEM BRISTOL COUNTY PRECAST H2O D-BOX (OR EQUAL) W/ BAFFLE & COVER TO WITHIN 6" OF GRADE FINISH GRADE = 119.3 t PROPOSED VENT 24" MIN FROM GRD 15' MIN.- ----- ---------- - O 1" INV. EL B FFLE = 117.97 in CONC. RISER & COVER N OPRENE CABLES HOLE `� 11 U LJ L1 u LJ kJ LJ LJ LJ LJ u � 'a• TO W/IN 6" OF GRADE JWIIRE 114" WEEP HOLE / _ = EL = 117.3 CRAWL BRACKET GLOBE VALVE INV EL - 118.17 i INV. EL - 117.97 EL 117.3 5' (TYPICAL) = 118.311' EL = 118.3 3' - LIMIT OF S' IG 1 2 ROWS OF 25 UNITS LENGTH = 100' EXCAVATION SPACE EL = 10.0+/ • a '• 6" 6" MIN L= 1' SL. 0,02 3" (SEE PLAN VIEW) I _ uaulDLevE� _ - g" 5.0' INV. EL = 113.07+/- 10" 14• 4" SCH 40 P.V.C. SANITARY INV. EL = 112.42 10, CHECK VALVE INV. EL = 112.07 T"I6" I ! 5' SAND OVERDIG a' TEES TO BE PROVIDED • I _ 112.5 �'.�. - INV. EL - 112.32 4" P.V.C. SANITARY I „ -------------------------------------------------------------------------------------------------------------------- `- EXCAVATE ANY UNSUITABLE SOIL 36"-42"+/- BELOW GRADE ------------------------ -DEL 4' MIN. PROPOSED TEE I 3 EL = 112.3 (42" AT TP 102) U INV EL = 112.67 1,50o GALLON L 16" • SEPTIC TANK MOTTLING PUMP OFF PROFILE OF DISPOSAL SYSTEM • WnnN. EL = 109.5+/- , BCP 1000 GALLON „ a • (INTERPOLATED) PUMP CHAMBER (MONOLITHIC) ;t. • 2" BLOCK 13 6" LEVEL COMPACTED GRAVEL BASE �' PUMP FLOATS SET TO PUMP 360 GPD PER CYCLE, 6" LEVEL COMPACTED GRAVEL BASE ALLOWING 360 GALLONS OF EMERGENCY STORAGE IN CASE OF PUMP FAILURE OR POWER OUTAGE PUMP NOTES: AFTER ALARM SOUNDS. 1. PUMP CHAMBER IS TO BE BCP 1000 GALLON MONOLITHIC TANK WITH INLET AND OUTLET LOCATIONS AS SPECIFIED. CONCRETE SLAB TOP AND ATTACH THREADED RISER (IF NEEDED) ARE TO BE JOINED WITH WATERPROOF BUTYL ASPHALTIC SEALER. ACCESS COVER SHALL BE 20" DIA. MIN. CAST IRON FRAME CLEANOUT ASSEMBLY AND COVER TO GRADE. PUMP CHAMBER SEAMS, RISER CONNECTIONS (IF ANY), AND ALL PLUMBING JOINTS ARE TO BE INSTALLED 100% WATERPROOF. ANY GROUNDWATER OR SURFACE WATER ENTERING THE SYSTEM WILL SEVERELY LIMIT THE LIFE SPAN OF THE LEACHING AREA. NI �� �� 2• PUMP TYPE: (1/2 HP) WITH 2.0" NP.E DISCHARGE. 230V., 1 PHASE, 60HZ. (OR EQUAL) "sue' :::'';' : '' '' •. • " `: `'• 3. ALARM CONTROL PANEL: CSI AUDIBLE AND VISUAL ALARM PANEL, EQUIPPED WITH 230V. PUMP DISCONNECT CIRCUIT. QUICK4STANDARD �"`7:' :' ;. 4" PVC PIPE CUT TO FIT 4. FLOATS: ALC ADJUSTABLE LEVEL CONTROL ON SWITCH WITH VARIABLE SETTINGS. TO BE HARD -WIRED TO PUMP POWER IN JUNCTION , ;'' .:' .>'' .•%-'•`:'::: BOX. SEPARATE MFS MECHANICAL FLOAT SWITCH FOR ALARM. ANY NECESSARY WIRING HANGING FIXTURE IS TO BE STAINLESS STEEL. . :.; ,,.. � ;,, :;•,:;.,.�• ;,.:: t.:. `"''.' "•' ''' "y' 5. JUNCTION BOX: 100% WATERPROOF POLYPROPYLENE JUNCTION BOX (HAND HOLE), ATTACHED TO THE END OF THE ELECTRICAL CONDUIT, IS _ TO BE INSTALLED ADJACENT TO THE PUMP CHAMBER ACCESS COVER TO FACILITATE PUMP, ALARM, AND FLOAT CONNECTIONS. FLOATS SET TO 12" REST 4" PVC PIPE ON TOP OF PUMP 350 GALLONS PER CYCLE TO ALLOW FOR PIPE TO FULLY DRAIN AFTER PUMP CYCLES. 1 INSPECTION PORT SEAT. SECURE IN PLACE WITH A BRISTOL COUNTY PRECAST VENT 6. ELECTRICAL WIRING BETWEEN THE DWELLING AND PUMP CHAMBER IS TO BE ENCASED IN CONDUIT WITH PROPER FITTINGS AT EACH END USE HOLE SAW DRYWALL SCREW H2O D.BOX W/ 2" SCH 40 PVC TEE TO MAINTAIN A WATERPROOF CONNECTION. ELECTRICAL INSTALLATION SHALL CONFORM WITH THE N.E. C. CODE AND ANY APPLICABLE LOCAL 0. PV O CUT OUT -... QF!_I II ATIf)MQ TI-II= PI IRAP IC Tn RP 1AtlRFr1 Tn A SEPARATE CIRCUIT FROM THAT OF THE ALARM. PRE -MARKED CIRCLE - � � ...,...,. �. `• -� �..__ -� • __� PE BY LICENSED SEWAGE HAULER PRIOR TO 1 do" ELEV. = 119.0 ELEV. =117.7 ELEV. =115.5 TP # 104 Ap SANDYLOAM 10YR 3/3 FRIABLE Bw1/Bw2 SANDYLOAM 10YR 5/6 C1 LOAMY SAND 2.5Y 6/4 <20 % GRAVEL, STONE3, CCa:"-ES 0' (GRD.) 16" ELEV. =110.0 1 NO WATER /SEEPAGE 108" USE MOTTLING FROM TP# 103