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HomeMy WebLinkAbout1060 Route 28 septic plan/permit (2)- EXIST. BUILDING WALL PROP. 4" SCHAO - EXIST. - EXIST. PVC, 5 LF, S=0.020 INV.=11.18 INV.=10.95 PROP. 4" SCHAO PVC, 5 LF, S=0.020 FINISH FLOOR EXISTING E EV =14 SMART FILTER I� EXIST. 4" PVC n 71 r, 4" PVC ' EXIST. �J INV.=11.28 LU REPLACE EXISTING OUTLET TEE WITHIN EXIST. GREASE TRAP PROP. INV.=10.66 Li (ABANDON & CAP EXIST. OUTLET) - !_b_-_- _ EXISTING GREASE TRAP (2,000 GAL.) EXISTING 6,000 GALLON SEPTIC TANK GENERAL SITE NOTES: 1. APPLIC*f: McDONALUS CORPORATION 2. LOT REFcRENCE: MAP 50, LOT 101 3. PROPERTY LINE AND SITE INFORMATION TAKEN FROM A PLAN ENTITLED: "BOUNDARY & TOPOGRAPHIC SURVEY' PREPARED BY CONTROL POINT ASSOCIATES, INC., CATED 10-08-2012. 4. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO REVIEW ALL OF THE DRAWINGS AND SPECIFICATIONS ASSOCIATED WITH THIS PROJECT WORKSCOPE PRIOR TO THE INITIATION OF CONSTRUCTION. SHOULD THE CONTRACTOR FIND A CONFLICT WITH THE DOCUMENTS, RELATIVE TO THE SPECIFICATIONS OR APPLICABLE CODES, IT IS THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE DESIGN ENGINEER PRIOR TO THE START OF CONSTRUCTION. 5. ALL WJRK SHALL CONFORM TO LOCAL, STATE AND FEDERAL CONSTRUCTION STANDARDS AS APPLICABLE. 6. THE LOCATION OF ALL EXISTING AND PROP. SERVICES ARE APPROXIMATE AND MUST BE CONFIRMED INDEPENDENTLY WITH LOCAL UTILITY COMPANIES PRIOR TO COMMENCEMENT OF ANY MMENCEMENT OF CONSTRUOR EXCAVATION. TTYOCATIONSTILITY SERVICE ARE APPROXIMATE. OITCISITpHEPREINTS SHALL BE SPONS RESPONSIBILITY OFpNHE CONTRACTORFIRMED !N TO O LOCATE CONDUENTLY BY THE NTSAJNDERGR..OUNLD PRIOR TO DCTOR IN THE EPIPING, ETC PRIOR TTHE OO COMMENCEMENT OF CONSTRUCTION. ALL EXCAVATION OF ANY TYPE. 7. ALL EXCAVATED UNSUITABLE MATERIAL MUST BE TRANSPORTED TO AN APPROVED DISPOSAL LOCATION. 8. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY "DIG -SAFE" (8-1-1) 72 HOURS PRIOR TO ANY EXCAVATION ON THIS SITE CONTRACTOR SHALL ALSO NOTIFY LOCAL WATER DEPARTMENTS TO MARK OUT THEIR UTILITIES. 9. CONTRACTOR SHALL NOTIFY LOCAL BOARD OF HEALTH & BUILDING DEPARTMENT AND OBTAIN PROPER TRADE PERMITS. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO NOTIFY THE BOARD OF HEALTH AND BUILDING DEPARTMENT 48 HOURS PRIOR TO COMMENCEMENT OF CONSTRUCTION. 10. THE LIMITS OF WORK SHALL BE CLEARLY MARKED IN THE FIELD PRIOR TO THE START OF CONSTRUCTION OR SITE CLEARING. 11. ALL WORK SHALL BC PERFORMED IN ACCORDANCE WITH THESE PLANS AND SPECIFICATIONS AND THE REQUIREMENTS AND STANDARDS OF THE LOCAL GOVERNING AUTHORITY. 12. SOLID WASTE TO BE DISPOSED OF BY CONTRACTOR IN ACCORDANCE WITH ALL LOCAL, STATE AND FEDERAL REGULATIONS. 13. ANY REPRODUCTION OF THIS ENGINEERED DOCUMENT WITHOUT THE PRIOR CONSENT OF THE "ENGINEER OF RECORD" IS STRIC FLY PROHIBITED. 14. ALL FEATURES NOT LABELED AS "PROP." OR "TO BE REMOVED" SHALL BE CONSIDERED TO BE "EXISTING TO REMAIN". CURBING WITHIN LIMIT OF WORK SHALL BE REMOVED AND DISPOSED OF IN ACCORDANCF WITH ALL APPLICABLE LOCAL, STATE AN, - FEDERAL REQUIREMENTS. 15. ALL PAVEMENT ANC UBJECT SITE: a) THE SITE IS NOT LOCATED 16. TO THE BEST OF Ot'R KNOWLEDGE, AND BASED ON OUR RESEARCH AND DISCUSSIONS WITH THE TOWN, THE FOLLOWING STATEMENTS APPLY TO THE "M d) THERE ARE NO STREAMS. OPEN WATER WITHIN A FLOOD PI MN DISTRICT THE SITE IS NOT LOCATED WITHIN A ZONE II (IWPA) AREA c) THERE ARE NO PRIVATE WELLS WITHIN 200' OF THE SYS I COURSES FLOOD WETI ANDS WITHIN 1 00'OF THE SYSTEM e) THERE ARE NO EASEMENTS LOCATED NEAR THE SYSTEM 17. ONLY CONNECTIONS CARRYING S BE COWASTE AS ALLOWED BY 310 CMR 15.000 SHALL BE DISCHARGED TO THE SEWAGENNECTED TO A HOLDING TANK, THE CON ENTS OF WHICH SHALLL BE PUMPED A DI SPOPRO`PERLYAL STEM. IN DISPOSED OFORDANCE WITH THE MASSACHUSETTS PLUMBING CODE, GARAGE FLOOR DRAINS SHALL CONSTRUCTION NOTES 18. CONSTRUCT SEWAGE SYSTEM AS DESIGNED IN ACCORDANCE WITH THE STATE ENVIRONMENTAL CODE. TITLE 5 AND THE RULES AND REGULATIONS OF THE LOCAL BOARD OF HEALTH. 19. THE SEPTIC TANK SHALL BE PROVIDED WITH PROPER INLET AND OUTLET TEES. THE INLET TEE SHALL EXTEND A MINIMUM OF 10 IN"HES BELOW THE OUTLET FLOW LINE. THE OUTLET TEE SHALL EXTEND A MINIMUM OF 19" BELOW THE FLOW UNE - UNLESS AN OUTLET FILTER IS INSTALLED. 20. PROP. GRADING SHALL NOT CREATE ADDITIONAL FLOW ONTO i HE STREET OR ABUTTING PROPERTIES. 21. CONTRACTOR SHALL RESTORE ALL DISTURBED AREAS TO ORIGINAL CONDITION. PROVIDE 6-!N( HES LOAM & SEED IN GRASSED AREAS -UNLESS OTHERWISE SPECIFIED ON PLAN. BOARD OF HEALTH AND THE DESIGN ENGINEER IN ORDER TO CONDUCT INSPECTIONS REQUIRED PER THE APPROVED DISPOSAL 22. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO NOTIFY THE LOCAL WORKS PERMIT. 23. ALL PIPING SHALL BE SCHEDULE 40 PVC UNLESS OTHERWISE NOTED. 24. SEE BENCHMARK LOCATION ON SITE PLAN VIEW. ELEVATIONS ARE BASED UPON AN DATUM SHOWN. 25. ALL EXISTING SYSTEM COMPONENTS (IF APPLICABLE) AND SURROUNDING SOILS TO BE REMOVED AND DISPOSED OF IN ACCORDANCE WITH ALL LOCAL, FEDERAL ORDINANCE. CODES, STATE AND RULES AND REGUI ATIONS AND LAWS. 26, REMOVED STRUCI IJRES AND SOILS TO BE EXCAVATED AND REPLACED WITH SOIL IN ACCORDANCE WITH 310 CMR 15.255(3) AND 15.:55(5). ITH RESPECTIVE UTILITY COMPANIES AND NOTIFY SUCH UTILITIES AND DIGSAFE (8-1-1) TIAT HE IS MAKING AN ENTRY IN A 27. THE CONTRACTOF' SHALL COORDINATE WCCORDANCE WITH MGL CHAPTER 370, ACTS OF 196^ IF ENCOUNTERED, 5' BEYOND LIMITS OF S.A.S...ND REPLACE WITH SAND MEETING TITLE 28. REMOVE UNSUITABLE MATERIAL (FILL, TOP &SUB SOIL), REQUIREMENTS. BASED RR 29. LOCATION AND DEPTH OF UNDERGROUND UTILITIES IS APPROXIMATE ONLY, AND IS NOT WARRAN uED ITOIES BE M S EX ST WH CH ARE OTD NDI CATED ON THESE LITIES ARE NPLANS ALL RECORD LL EX ST NG UTILITIES D SHALL BE THE OPERATING AUTHORITIES, AND HAVE BEEN FIELD INSPECTED WHERE POSSIBLE. ADDITIONOF SAME. C VERIFIED FOR SERVICE, SIZE, INVERT ELEVATION, T ISI OCAT ON S ETC. PRIOR ANY AND AOLNE DISCREPANCIES CONNECTIONS EIONS TO OR OR TO COMMENCING ANY WpRaNTRACTOR MUST NOTIFY DIG SAFE AT 8-1-1 AT LEAST 72 HOURS PRIOR TO ANY CONSTRUCTION. FIRM 30. CONTRACTOR TO ASSURE POSITIVE DRAINAGE AWAY FROM LEACHING SYSTEM. 31. ANY EXISTING UTILITIES DISTURBED DURING CONSTRUCTION SHALL BE REPLACED AND RELOCATED IN KIND AND/OR IN COMPLINCE WI �H STATE AND LOCAL REQUIREMENTS. RELOCATION AND REPLACEMENT SHALL BE IN CONFORMANCE WITH ANY AND ALL STATE AND LOCAL REGULATIONS. UTILITY AS BUILT PLANS SHALL E PROVIDED BY THE CONTRACTOR. BUTION BOXES IMPACTED BY CONSTRUCTION SHALL BE REMOVED AND DISPOSED OF IN F;CORDANCE WITH ANY AND ALL STATE, LOCAL AND/OR FEDERAL 32. ANY EXISTING LEACHING PITS OR DISTRI RULES, REGULATIONS, LAWS AND/OR CODES. 33. EXISTING TANKS AND STRUCTURES TO BE ABANDONED AS THE HEALDTHOAGENT FOR INSPECTION OFB HE ABANDONMENT E PUMPED DRY DPROC THE �g�M DRILLED. TANKS SHALL BE FILLED WITH CONTROLLED DENSITY FILL. CONTRACTOR SHALL PROVIDE 24 HOURS NOTICE TO . INVERTS MAY NEED ADJUSTMENT BASED ON THIS VERIFICATION. CONTRACTOR SHALL NOTIFY THE ENGINEER IF ADJUSTMENTS ARE 34. CONTRACTOR TO VERIFY ELEVATIONS IN THE FIELD. PROP REQUIRED. 35. ALL EXISTING PIPE &TANKS IN CONFLICT WITH THE PROP. WORK SHALL EITHER BE ABANDONED OR REMOVED AND DISPOSED AS FEQUIRED FOR CONSTRUCTION. 36. ALARMS SHALL BE CONNECTED TO AN AVAILABLE CIRCUIT WITH SUFFICIENT CAPACITY AND A CONTROL PANEL SHALL BE INSTALLD IN A SUITABLE LOCATION WITHIN THE BUILDING. 37. ELECTRICAL SUPPLY AND CONTRPLACOL I PLACED ITS SHALL BE SEPARATE CONDONED TO ALLOW DISCONNECTION AT SEPARATE PEDESTAL MOUNTEEWATERTIGHT JUNCTION BOXES LOCATED NEAR THE TANKS. SUPPLY IT AND CONTROL WIRING SHALL BE 38. ALL INLET AND OUTLET PIPING CONNECTIONS SHALL BE MADE WATERTIGHT. THE SEPTIC TANK AND PUMP CHAMBER SHALL BE WA'ERPROOF AND 'f'.'ATERTIGH T AND SHALL NOT BE LOCATED BELOW THE WATER TABLE WITHOUT EXTENSIVE TESTING TO PROVE THE INTEGRITY OF THE TANK AND DESIGN AGAINST UPLIFT. 39. THE SUBMERSIBLE PUMPS SHALL BE INSTALLED WITH A HYDRAULICALLY SEALED SLIDE COUPLING ARRANGEMENT SO THAT THE PUMPS CAN BE REMOVED FROM THE PUMP CHAMBER FOR SERVICE AND INSPECTION AND THEN RETURNED TO SERVICE WITHOUT ENTERING THE PUMP CHAMBER TO UNBOLT OR UNLOCK THE CONNE: TION BETWEEN THE PUMP AND PIPING. 40. EACH SUBMERSIBLE PUMP SHALL BE EQUIPPED WITH 25 FEET OF POWER CABLE WITH EPDXY SEALED HOUSING WITH SECONDARY PRESSURE GROMMET FOR SEALING AND STRAIN RELIEF. ALL INCOMING LEAD WIRES SHALL BE SPLICED IN THE MOTOR TERMINAL HOUSING. 41. IT IS ANTICIPATED EXISTING MECURY LIQUID LEVEL SENSORS WILL BE UTILIZED. SHOULD ADDMO SUSPENDED TYPE OOLSF LEVEL SENSORS SHAE REQUIRED. THEOLLTRACTOR BE MERCURY TYPE RPILOT DUTYINSTALL DEVICESHALL FU S MOUNTED IN MERCURY LIQUID LEVEL SENSORS WITH SUFFICIENT LENGTH OF CABLE FOR EACH PUMP STATIO A CORROSION RESISTANT POLYPROPYLENE HOUSING, AND MOUNTED TO TANK INTERIOR BY A DETACHABLE BRACKET TO BE EASILY ACCESSIBLE FROM THE EXISTING MANWAYS. 42. THE PUMP MOTORS SHALL MEET THE REQUIREMENTS OF THE NATIONAL ELECTRICAL CODE, AND SHALL BE FITTED WITH' HOUR METERS THAT ARE RECORDED WITHIN THE PUMP PANEL. S AND NT 43. CONTRACTOR SHALL BE RESPONSIBLE FOR INSTALLING, MAINTAINING ANADNYEDRAINAGE SYMOVING ANY 3ND ALLTEMS, VEGETATED OR WETUWDIREEROSION CONTROL ESSOURCE AREAS, AND/ORR OADWAYSOL SDEV!CES MAY INCLUDE, BUT NECESSARY TO PREVENT OARE EROSION AND/OP SEDIMENT FROM BEING TRANSPORTED OFF SITE, INTO NOT LIMITED TO 'STRAW BASTABILE DIZATION METHODS AS NO EEDRRIERS, SILT -SACKS (WITHIN CATCH BASINS). DIVERSION DIMS, STABILIZED CONSTRUCTION ENTRANCES. AND ANY TEMPORARY SEEDING, MULC-' & SLOPE AS APP DEMOLITION ®TES' ( D VOIDS DS ES �Tf���OM E DEMOLITION OF STRUCTURES AND FOUNDATIONS WITH SOIL MATERIALS CONSISTING OF STONE, GRAVEL AND SAND, FREE 44. COMPLETELY FIL � BELOW GRADE AREASES IN FROM DEBRIS, TRASH, FROZEN MATERIALS, ROOTS AND UNDORTAKETHER ORGANIC MATTER. ALL NECESSARYACTONEN ORDER TO INS THATARETAFSTO BE FILLED AAREEFREOE OF STANDING WATER,DROZION MATERIN MAY AL, TRASHT BE D AS FILL. PRIOR TO PLACEMENT OF PLACEMENT TO 95% OPTIMUM DENSITY, GRADE SURFACE TO MEET DEBRIS. PLACE F ILL MATERIALS IN HORIZONTAL LAYERS NOT EXCEEDING 6 INCHES IN LOOSE DEPTH AND COMPACT EACH LAYER AT ADJACENT CONTOURS AND TO PROVIDE SURFACE DRAINAGE. ED MATERIALS MAY 45. REMOVE FROM T iE DESIGNATED SITE,AT THE EARLIEST POSSIBLE TIME, ALL DEBRIS, HAZARDOUS ABBISH, SALVA ND COMBUSTIBLE UMATERIALS SHALL GEABEE CCOMPLISHED N AMS, HAZARDOUSCCORDANCE WITH THE D COMBUSTIBLE RPROCEDURES VAS AUTHORIZED BY THE BE STORED, SOLD CR BURNED ON THE S DEPARTMENT OF OTHER APPROPRIATE REGULATORY AGENCIES AND DEPARTMENTS. jN AND MAINTENANCE SCHEDULE: OPERATIC •: SHALL BE INSPECTED ONCE EVERY SIX MONTHS AND PUh/1PED ONCE EVERY YEAR BY A LICENSED SEPTAGE HAULER. WHEN THE = - TIC T{.NK IS PUMPED, THE CONDITION OF THE 46. THE SEPTIC TAN';HALL BE NOTED ON A SYSTEM PUMPING FORM APPROVED BY THE DEPARTMENT AND THE RESULTS SHALL BE SUBMITTED TO THE JCAL BOARD OF HEALTH. IT IS RECOMMENDED THE TANK AND TEES == TRAP IS PUMPED ONCE PER MONTH. EXISTING GREAT`.:NING/GREASE REMOVAL ADDITIVES SHALL NOT BE USED WITHOUT PRIOR CONSENT OF THE DESIGN ENGINEER, LOCAL BOARD OF H _ACTH AGENT OR THE DEPARTMENT OF ` PROTECTION AS THOSE PRODUCTS MAY BE HARMFUL TO THE SEPTIC SYSTEM. 47. DRAIN LINE CLEF ENVIRONMENTAL =RS ARE NOT ALLOWED WITH THIS SYSTEM, 48. GARBAGE GRIN[ EXISTING PUMP CONTROLS/ALARM PANEL (CONTRACTOR TO CONFIRM SUITABILITY OF SAME) - PROVIDE EFFLUENT TEE FILTER: NOTE: ACCESS COVERS FOR SEPTIC TANK POLYLOK PL-122: PROVIDE 1/2" PVC SHALL BE CENTERED OVER INLET/OUTLET EXTENSION HANDLE TO WITHIN 2-FT OF TEES AND BAFFLE TOP COVER. PROP. VALVE MANHOLE - 30" HEAVY-DUTY EXIST. 3" CAST IRON FRAME FORCE MAIN & COVER TO GRADE (TYP. OF 2) PROP' EXIST. �. INV=10.31 INV.=10.39 z g PROP. INV.=10.13 - \ N M 11.91 (ABANDON & CAP EXIST. a IF . INLET) e INLET TEE 9 LF - 4" SCH.40 PVC LIFTING CHAIN S=0.020 O � J w > PROP. SS STRAP INV.=10.56 D SUPPORT J 4.23 3.83 a NOTE: EXISTING 3,000-GALLON PROP. SEPTIC TANK TO BE WATERTIGHT. PUMP CHAMBER PRECAST CONCRETE 3,000-GALLON SEPTIC TANK (H-20) PROPOSED SEPTIC TANK: 3,000 GALLON (H-20) SEPTIC TANK BY SHEA NOTE: CONCRETE PRODUCTS. EXISTING S=PTIC ELEVATIONS AND INVERTS BASED UPON (12'-5" X T-0" x 8'-1" HIGH) PLAN REFE2ENCE #1. CONTRACTOR TO VERIFY EXISTING IT NO. TK-3000H H-20. CONDITIONS PRIOR TO CONSTRUCTION AND NOTIFY ENGINEER OF RECORD SHOULD DISCREPANCY BE FOUND. SYSTEM DETAILS NOT TO SCALE BACKFILL 3/8" DOUBLE WASHED PEASTONE (TYP.) 1-1/2" DOUBLE WASHED STONE (TYP.) FROP. 4" SCH-40 PERFORA-ED PIPE (TYP.) FINISH GRADE 00000 00000 00000 ►i 9" MIN. 36" MAX. 15.0' BOT. TRENCH ELEV.=8.6 HIGH VENT SET 1 U MIN. ABOVE LOW VENT ❑ PROP. CONCRETE BAFFLE - IN DISTRIBUTION BOX #1 INLET TEE WITH NOTCH V --\ ABOVE FLOWLINE PROP. 2" SCHAO PVC FORCE MAIN z 22 \ CO -1/4" WEEP HOLE) 2" SCH 40 - CHECK VALVE PVC INLET EXISTING DOSING AND INV.=11.45 RECIRCULATION PUMPS 6" COMPACTED TO REMAIN GRAVEL BASE DISTRIBUTION BOX #1: 10-OUTLET PRECAST CONCRETE DISTRIBUTION BOX WITH COVER BY SHEA PRECAST ALARM IS ON (MODEL # 1 ODB), OR (EL.=6.70) APPROVED EQUAL) H-20 LEAD PUMP IS ON (EL=6.36) N PUMPS ARE OFF (EL.=6.19) rn EL.=5.39 NOTE: 11] IT IS ANTICIPATED THAT EXISTING FLOAT SYSTEM WILL BE UTILIZED FOR PROPOSED PUMP. COORDINATE WITH ENGINEER OF RECORD SHOULD ADDITIONAL FLOAT SYSTEM BE REQUIRED FLOAT DETAIL NOT TO SCALE 4' MIN. NOTE: G.C. TO PLACE MAGNETIC MARKNG TAPE ALONG EDGES OF LEACH '#ELD IN ESHGWT j K- ORDER TO SUFFICIENTLY LOCA"- ELEV.=4.6 ONCE BACKFILLED. LEA' CE FIELD CROSS-SECTI®ITT DETAIL NOT TO SCALE PROP. X 2" WYE PROP. 3" GATE VAL'.:_ PROP. 3" SEE NOT: : GATE VALVE a KOR-N-SEAL BOOT (TYP.) EXIST. 3" FORCE MAIN FROM PUMP CHAMBER _ NOTE: 1. ALL INTERIOR PIPING MUST BE SCH. 40 PVC. 2. GATE VALVE TO EXISTING SOIL ABSORPTION AREA PROPOSED TO REMAIN CLOSED AND UTILIZED IN THE EVENT THE EXISTING SCIL ABSORPTION IS OPERATED IN THE FUTURE. 3. GATE VALVE TO PROPOSED SOIL ABSORPTION AREA TO BE PARTIALLY RESTRICTED TO OBTAIN DESIRED FLOW TO PROPOSED SOIL ABSORPTION AREA AND UTILIZED TO CLOSE PROPOSED SOIL ABSORPTION AREA, IF DESIRED. 12" TYP. B„ B" MI 2'-15" 4,-0„ MANHOLE DIA. RUNGS (TYP.) w 5"(MIN.) a > 12"(TYP.) MANHOLE JOINT TYPE. R PROP. 2" GATE VAVE (SEE NOTI 31 PROP. 2" FORCE MA 'TO PROP. SOIL ABSOR -ON A= PLA.N VIEW MANHOLE FRAME & COVER (TYP.) CONCRETE COLLAR (TYP.) ffff ADJUST TO GRADE WITH BRICK MASONRY (TYP.) \ �-ECCENTRIC CONE BITUMASTIC COATING (TWO COATS) EXIST. 3 FORCE MAIN TO EXIST. SOIL ABSORPTION AREA BUTYL RUBBE - APPLICANT: McDcnald's CORPORATION FORCE-110 N CARPENTER ST MAIN (IN MH) CHICAGO. IL 60607 6" CONCRETE PIPE SUPPO=- OWNER_ McDonald's CORPORATION 6" MIN BEDDING MATERIAL 110 N CARPENTER ST SELECT GRAVEL OR CHICAGO, IL 60607 o CRUSHED STONE 0 PARCEL: �- MAP 50, LOT 101 UNDISTURBED MAT=RU'- LOT SIZE: 1.25t ACRES SECTION VIEW 106C ROUTE 28 TOWN OF YARMOUTH '�° VALVE 1\1�A N H OLE DE ETA MASSACH SETTS NTY NOT TO SCALE MIN. REQ'D BREAKOUT, ELEV. VARIES S� O A CR0 N� �O FxiST 1 RFQONc 3 (MAX.) CARBON FILTER (ORENCO #CF4 OR EQUAL) z M 0O o zQ > z H- _J wWw > w I•- w=w U)H> FINAL GRADE PROVIDE H-20 RISER, FRAME, AND COVER TO GRADE OVER DISTRIBUTION BOX (TYP.) PROP. 4" SCHAO PVC, 3.5 LF, S=0.014 (X2) r 4" INLET TEE WITH NOTCH 1" ABOVE FLOWLINE, 4" SCH40 PVC INV.=11.25 VENT WITH 4" OUTLET FILTER INV.=11.10 (ORENCO CF-4 OR FINISH GRADE EQUAL) VARIES (SEE PLAN) 4" PVC D.BOX OUTLET r INSPECTION o z LINES SHALL BE SET LEVEL PORT °' FOR FIRST TWO FEET 3:1 "BREAKOUT" PROVIDE POSITIVE 4" SCH40 MAX. LEACHING SYSTEM z a DRAINAGE FOR VENT PVC SLOPE ELEV. = 11.30 � � BACK TO SYSTEM 0 0 2" PEASTON 4" PERFORATED M LAYER SCH 40 PVC, S=0.005 O ----- I 15'MIN71 "HIGH" INV.=10.78 z "BREAKOUT" -' 35' (TYP.) v ELEV.=11.30 STY Lr J - ESHGWT "LOW" INV.= REPLACE WITH _ ELEV.=4.6 10.60 L APPROX. LIMIT "TITLE 5" SAND IN OF EXCAVATION ACCORDANCE WITH BOTTOM OF STONE BED 1 310 CMR 15.255(3) ELEV. = 8.60 4" OUTLET 4" SCH 40 PVC (SOLID PIPE) INV.-11.30 SLOPE VARIES .._l� CONCRETE DISTRIBUTION BOX WITH COVER BY SHEA PRE' AST (MODEL # 10DB), OR APPROVED EQUAL) SCREEN VENT OPENINGS PAINTED VENT (COORDINATE - FINISH W/ OWNER) 2" MIN. OVER TOP OF SUP?ORT (COORDINATE DISTRIBUTION BOX FINISHW/OWNER) SLOPE DISTRIBUTION BOX PLACE WASHED STONE AROUND ELBOW HIGH VENT ]RISE]UR DEVIL FINISH GRADE (LOAM AND SEED) z 4" SCH 40 PVC co - PITCH BACK TO VENT NETWORK TO DRAIN 1.0 CF CONDENSATION CONCRETE LOW VENT IR ISE]R DETAIL NOT TO SCALE PROVIDE 6" HEAVY DUTY CAST IRON CLEANOUT BOX TO FINISH GRADE WITH "SEWER" ON COVER (EAST JORDAN IRON WORKS, OR APPROVED EQUAL) 4" THREADED, REMOVABLE CAP 3" MAX. PROPOSED �� 4" SOLID PVC PIPE LEACHING \ SYSTEM I� 1V, 0 NOT TO SCALE DEPTH ELEV. DEPTH ELEV. 011 TP-1 12.3t 0" TP-2 11.57t HOT TOP I HOT TON 4" 12.00 4" 12.23 FILL FILL 66" 6.80 42" 8.07 BWS FINE SAND CS 60" 10YR 5/N 7.57 COARSE SAND CS 2.5Y 7/6 OURSE SAND 2.5Y7/N 102" ESHGWT 3.79 96" E HGWT---- 3.57 120" 2.30 110" 12.40 NO REFUSAL NO REFUSAL NO WEEPING WEEPING @ 86" PERC TEST PERFORMED AlPT-2 74" DEPTH: SOAK 1216 SOAK 12" 12" 1231 RATE= DISCONTINUED 9" 1235 6"1237 RATE= <2 MPI ESTIMATED SEASONAL ESTIMATED SEASONAL HIGH GROUNDWATER = EL HIGH GROUNDWATER = EL. 3.79 4.40 TEST PIT LOGS DATE: JANUARY 14, ,016 BY: JOHN FIELD WITNESSED: BRUCE MURPHY, YARMOUTH DIRECTOR OF HEALTH MATERIAL SPECIFICATIONS: FOR STONE BED: DOUBLE WASHED CRUSHED STONE RANGING FROM TO 1'/2 INCHES IN DIAMETER AND SHALL BE FREE OF IRON PARTICLES, FINES AND DUST IN PLACE. FOR PEASTONE: DOUBLE WASHED CRUSHED STONE RANGING FROM 1/8 TO 112 INCH DIAMETER AND FREE OF IRON PARTICLES, FINES AND DUST DEPTH ELEV. 0" TP 320-1 11.6t 4„ HOT TOP 11.3 FILL MED. SAND 54" 2.5Y 5/6 7.1 AID FSL 60" 10YR 2/1 6.6 Bb FINE SAND 70" 1 OYR 5,'6 5.8 MED.�SAND 2.5Y 5/6 ESHGWT '7 84" 4.6 CI MED. SAND 2.5Y 5/6 114" 2_1 NO REFUSAL STANDING/ WEEPING @ 104" ESTIMATED SEASONAL HIGH GROUNDWATER ELEV. 4.6 TEST PIT LOG DATE: MARCH 26, 2020 BY: MATTHEW BOMBACI, BOHLER WITNESSED: N/A MONITORING WELL READINGS DATE DEPTH ELEVATION** 3/27/2020 86.50" 4.5 4/2/2020 87.96" 4.4 4/6/2020 87.93" 4.4 4/8/2020 87.95' 4.4 4/10/2020 87.24"' 4.4 * MONITORING WELL KtAUIN(35 PROVIDED BY ROBERT B. OUR CO., INC. **STANDING GROUNDWATER. CONVERSION FACTOR: 0.0 FT (PER CAPE COD COMMISSION TECHNICAL BULLETIN 92-001, SEE WORKSHEET) MONITORING WELL READINGS DATE DEPTH/ELEV. I ADJ. GW ELEV.** 8/1/2020 99" / ELEV. 3.3 -4 5 * MONITORING WELL READINGS PROVIDED BY ROBERT B. OUR CO., INC. **STANDING GROUNDWATER CONVERSION FACTOR: 1.2 FT (PER CAPE COD COMMISSION TECHNICAL BULLETIN 92-001, SEE WORKSHEET) TM COMPLIANCE CHECH DATE STREET ADDRESS 1060 ROUTE 28 Id CITY CONSTRUCTION CHECK DATE SITE CIVIL AND CONSULTING ENGINEERIN ; YARMOUTH LAND SURVEYING PROGRAM MANAGEMENT CONSTRUCTION CHECK DATE LANDSCAPE ARCHITECTURE SUSTAINABLE DESIGN PROJECTNo.: PERMITTING SERVICES W202015 SITE I.D. TRANSPORTATION SERVICES 7 i;��,':_'_ ': CESIGN AND CONTENT Of'HIS PLAN ARE PROPRIETARY AND SHALL NOT BE COPIED OR USED FOR ANY PURPOSE WITHOUT J�'nITTEN CAD LD,#. 020-0108 = _-',ORIZATION FROM BOHLER. ONLY APPROVED, SIGNED AND SEALED PLANS SHALL BE UTILIZED FOR CONSTRUCTION PURPOSt:S ® BOHLER W202015-CVI-O.dwg J STATE MA COUNTY BARNSTABLE PLAN DESCRIPTION I SEPTIC PLAN SYSTEM m i �d z z O O uj Lu w w zi O w w F- It w a = _ 0 J J U ¢ Lu w w m _ 0 0 0 0 0 O O m m a a OF *S,s off KU C IL Co No. 41530 ONAL Z v0 O wp: _¢ �m z0 O a' W CnO © U � cm wILL! 0 a� F- 0 Z O w o 0 w W W J W O a 0 o Cn v v OW O z m o U Lu O F- W Uj Cl un w0 w¢ C) wno m U 0 W Oa Z 0 -I 0 J Z ¢ ¢ N Z 0 ¢ Z J ¢a U 0 ¢ I- G N J O W a a Q a Q J N a z w 0 J Z z 0 0 u W > 0 w a a STATUS DATE BY DRAWN BY: 05/04/20 MKB PLAN CHECKED - AS -BUILT SHEET NO. 2 OF 2