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HomeMy WebLinkAbout0050 LITTLE NECK WAY - Health 50 LITTLE NECK WAY, MARSTONS MILLS A=076-054 i i COMMONWEALTH OF MASSACHUSETTS " EXECUTIVE OFFICE OF ENVIRONMENTAL AFFAIRS DEPARTMENT OF ENVIRONMENTAL PROTECTION C. 'y TITLE 5 OFFICIAL INSPECTION FORM—NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM FORM PART A CERTIFICATION Property Address:. 50 Owner's Name: Owner's Addrer ` Date of Inspection: '916/ F.W30 H1lt/3HSN2it/8 JO NMCName of Inspector: (please print) J IdcCompany Name: �r � �iCe��lot U L T. AVW Mailing Address: .01 r `7 51 Telephone Number:SOR-- '9/- 'F&W . Q3AGOMI CERTIFICATION STATEMENT I certify that I have personally inspected the sewage disposal system at this address and that the information reported below is true,accurate and,complete.as of the time of the inspection.The inspection.was performed based on my training and experience in the proper function and maintenance of on site sewage disposal systems. I am a DEP approved system inspector pursuant to ection 15.340 of Title 5(310 CMR 15.00.0). The system: Passes Conditionally Passes . eeds urther.Evaluation by the Local Approving Authority. ail Inspector's Signature: Date: rl Cd The system inspector shall ubmit a copy of this inspection report to the Approving Authority(Board of Health or DEP)within 30 days of completing this inspection. If the system is a shared system or has a design flow of 10,000 gpd or greater,the inspector and the system owner shall submit the report to the appropriate regional office of the DEP.The original should be sent to the system owner and copies sent to the buyer, if applicable,and the approving authority. -Notes and Comments ****This report only describes conditions at the time of inspection and under the conditions of use at that time. This inspection does not address how the system will.perform in the future under the same or different conditions of use. Title 5 Inspection Form 6/15/2000 page 1 r . 0 Page 2 of I 1 OFFICIAL INSPECTION FORM—NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A CERTIFICATION(continued) Property Address: . Owner: :oar.®,lye Date of I pec� � �M/p 7 Inspection Summary: Cbeck A,B,C,D or E/ALWAYS complete all of Section D A. S stem Passes: I have not found any'information which indicates that 'any of the failure criteria described m 1,0 CMR 15:303 or in 310 CMR 15.304 exist.Any failure criteria not evaluated are indicated below. Comments: .B. System Conditionally Passes:. One`or more system components as described in the"Conditional Pass"section need to be replaced or repaired. The system,upon completion of the replacement or repair, as approved by the Board of Health,will pass. Answer yes,no or not determined(Y,N,ND)in the for the following statements. If"not determined"please explain. The-septic tank is metal and over20 years old* or.the septic tank(whether metal or not) is structurally unsound,exhibits substantial infiltration or'exfiltration or tank failure is imminent. System will pass inspection if the existing tank is replaced with a complying septic tank as`approved by the Board of Health. *A metal septic tank will pass inspection.if it is structurally sound,not leaking and if a Certificate of Compliance indicating that the tank is less than 20 years old is available. ND explain: Observation of sewage backup or break out or high static water level in.the distribution box due to broken or obstructed pipe(s)or due to a broken,settled or uneven distribution.box. System will pass inspection if(with approval of Board of Health): broken pipe(s)are-replaced obstruction is removed distribution box is.leveled or replaced ; ND explain: The.system required pumping more than 4 times a year due to broken or obstructed pipe(s).The system will pass inspection if(with approval of.the Board of Health):. broken pipe(s)are replaced obstruction.is removed ND ex lain: P 2 Page 3 of I'l OFFICIAL INSPECTION FORM NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM.INSPECTION FORM PART'A CERTIFICATION(continued) Property Address: A Owner: Date of pection: p C. Further Evaluation is Required by the Board of Health: Conditions exist which require further evaluation.by the Board of Health in order to determine if the system is failing to protect public health, safety or the environment. 1. System will pass unless Board of Health determines in.accordance-with 310 CMR 15.303(1)(b)that the system is not functioning in a manner which.will protect public health,safety and,the environment: _ Cesspool or privy is within 50 feet of a surface water _ Cesspool or privy is within 50 feet of a bordering vegetated wetland or a salt marsh Z. System will fail unless the Board of Health(and Public Water Supplier,if any)determines that the system is.functioning in a manner that protects the public health,safety and environment: _ The system.has a septic tank and soil absorption system(SAS)and the SAS is within 100 feet of a surface water supply or tributary to a surface water supply. The system has a septic tank and SAS and the SAS is within.a Zone I of a public water.supply. The system has a septic tank and SAS.and the,SAS is within 50 feet of..a private.water supply well. _ The system has a septic tank and.SAS and the SAS is less than 100,feet.but 50 feet or more from a private water supply well". Method used to determine.distance "This system passes if the well water analysis,performed at a DEP certified laboratory; for coliform bacteria and volatile organic compounds indicates that the well is free from pollution from that facility and the presence of ammonia nitrogen_and nitrate nitrogen is equal to or less than 5 ppm,provided that no other failure criteria are triggered.A-copy of the analysis must be attached.to this form. 3. Other.: 3 Page 4 of l l OFFICIAL INSPECTION FORM—NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A CERTIFhCATION(continued) Property.Address: O �Q Owners k . Date of pection: Al D. System Failure Criteria applicable to all systems: You.must'indicate"yes"or"no"to each of the following for all inspections: � Yes N ,Backup of sewage into facility or system component due to overloaded or clogged SAS or cesspool Discharge or ponding of effluent to the surface of the ground or surface waters due to an overloaded or clogged SAS or cesspool V Static liquid level in the distribution.box above outlet invert due to an overloaded or clogged SAS or cesspool Liquid depth in cesspool is less than 6"below invert or available volume is less than %day flow _ Required pumping more than 4 times in the last year NOT due to clogged or obstructed pipe(s).Number of times-pumped Any portion of the SAS,cesspool or.privy is below high ground water elevation. Any portion.of cesspool or privy is within 100 feet of a surface water supply or tributary to a surface water supply. Any portion of a.cesspool or privy is within a Zone -1 of a public well. . Any portion of a cesspool or privy is within 50.feet of a private water supply well. Any portion of a cesspool or privy is less than 100:feet but greater than.50 feet from a private water supply well-with no acceptable water quality analysis.:[This system passes if the well water analysis, performed at a DEP certified laboratory,for coliform bacteria and volatile organ ic.compounds indicates that the.well is free from pollution from that facility and the presence of ammonia nitrogen and nitrate nitrogen.is equal to or1ess than 5 ppm,provided that no other failure criteria are triggered.A copy of the analysis must be attached to this form.] ` (Yes/No)The system fails. I have determined that one or more of the above failure criteria exist as described in 310 CMR 15.303,therefore the system fails.The system owner should contact the Board of Health to determine what will be necessary to correct the failure. E. Large Systems: To be considered a large'system the system.must serve a facility with a-design flow of 10.,000:gpd to:15,000 gPd• You must indicate either"yes".or"no to each of the following: (The following criteria apply to large systems in addition to the criteria above) yes no the system is within 400 feet of a surface drinking water supply _ the system is within 200 feet of a tributary to a surface drinking water supply the system is located in a nitrogen sensitive area(Interim Wellhead Protection Area—IWPA)or a mapped Zone 11 of a public water supply well If you have answered"yes"to any question in Section E the system is considered a significant threat,or answered "yes"in Section D above the large system has failed. The owner or operator of any large system considered a significant threat under Section E or failed under Section:D shall upgrade the system in accordance with 310 CMR 15304.,The system owner should contact the appropriate regional office of the Department. , 4 - n Page 5 of I 1 OFFICIAL INSPECTION FORM-NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART B CHECKLIST Property Address: Owner wo � 5 Date of pection: GJ/� Check if the following have been done. You must indicate"yes"or"no"as to each of the following: Yes No t 1/_ Pumping.information was provided by the owner,occupant,or.Board of Health il�Were.any of the system components pumped out in the previous two weeks? _ Has the system received normal flows.in the previous.two week.period-? ✓Have large.volumes of water been introduced to.the system recently or as part of this inspection? Were as built plans of the system obtained and examined?.(If they were not available note-as N/A) Was the facility or dwelling inspected for signs of sewage back up _ Was the site inspected for signs of breakout? Were all system components,excluding the SAS, located on site? Were the septic tank manholes uncovered,opened, and the interior of the tank inspected for the condition of the baffles or tees,material of construction,dimensions,depth.of liquid,depth,of sludge and depth.of scum? Was.the facility owner(and occupants if.different from owner)provided with information on the proper. maintenance of subsurface sewage disposal systems? The size and location of the Soil Absorption System(SAS)on the site has been determined based on: Yes no _ Existing information.For example,a plan.at the Board of Health. _✓_ Determined in the field(if any of the failure criteria related to Part C is at issue approximation of distance is unacceptable)1[310 CMR 15:302(3)(b)] 5 Page 6 of 11 OFFICIAL INSPECTION FORM—NOT FOR VOLUNTARYASSESSMENTS SUBSURFACE SEWAGE'DISPOSAL SYSTEM INSPECTION FORM :.PART C SYSTEM-INFORMATION Property Address: C;Q Owner: Date of. pection: FLOW CONDITIONS RESIDENTIAL Number of bedrooms(.design)::: Number of bedrooms(actual):. DESIGN"flow based on 310 CMR 15.203 (for example: 110 gpd x#of bedrooms): U Number of current residents: Does residence have.a garbage grinder(yes or no): Is laundry on a separate sewage system(yes or no):,220-,[if yes separate inspection required] Laundry system inspected(yes or no)�, Seasonal use: (yes or no):,,/f0-.... Water meter readings; if available(last 2 years usage(gpd)): Sump pump(yes or no - Last date of occupancy:r&- - Falb. /Z&Zt COMMERCIALANDUSTRIAL L,/)fy- Type of establishment: Design flow(based on.310 CMR 15203): gpd Basis of design flow(seats/persons/sgft,etc.): Grease trap present(yes or no):— Industrial waste holding tank present(yes or no): Non-sanitary waste discharged to the Title 5 system(yes or no):_ Water meter readings, if available: Last date of occupancy/use: OTHER describe GENERAL INFORMATION Pumping Records �,/ O . Source of information: g. �®-te �2i4v Was system pumped as part of the inspection(yes or no) - If yes,volume pumped: gallons--How was quantity pumped determined? Reason for primping: TYP OF SYSTEM ptic tank, distribution box,soil absorption system Single cesspool _Overflow cesspool Privy _Shared system(yes or no)(if yes,attach previous inspection records, if any) _Innovative/Alternative technology.Attach a copy of the current operation and maintenance contract(to be obtained from system owner) —Tight tank _Attach a copy of the DEP approval _.Other(describe): AD proximate'age of all components,date installed(if known)and source of information: ,5:>0hi Were sewage odors detected when arriving at the site(yes or no 6 Page 7 of 11 OFFICIAL INSPECTION FORM-NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL.SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION(continued) Property Address: S �/I) Owner• ,f Date of In ection: / BUILDING SEWER(locate on site plane" Depth below grade: Materials of construction:_cast iron _40 PVC_other(explain):- Distance from private water supply well or suction line: Comments(on condition of joints,venting,evidence of leakage,etc.): SEPTIC.TANK:oocate on site plan) Depth below grade: Material of construction:_ oncrete metal fiberglass_polyethylene —other(explain) If tank is metal list age:_ Is age confirmed by a Certificate of Compliance(yes or no):_(attach a copy_of certificate) V i Dimensions: Sludge depth: Distance from top of sludge to bottom of outlet tee or baffle: JT Scum thickness: `"a, r✓ �/ Distance from top of scum to top of outlet tee or baffle: i Distance from bottom of scum to bottom of outlet tee or baffle:_1L How were dimensions determined: nv,trrx/ 4 J.�°'I��s Comments(on pumping recommendations, inlet and outlet tee or baffle condition,structural integrity, liquid levels as related to outlet invert,evidence of leakage,etc.) /S`C� GREASE TRA -locate on site-plan) Depth below grade:_ Material of construction:_concrete_metal_fiberglass_polyethylene_other (explain): Dimensions: Scum thickness: Distance from top of scum to top of outlet tee or baffle: Distance from bottom of scum to bottom of outlet tee or baffle: Date of last pumping: Comments(on pumping recommendations, inlet and outlet tee or.baffle condition,structural.integrity,liquid levels as related to outlet invert, evidence of leakage,etc.): . 7 I Paee 8 of 11 OFFICIAL INSPECTION FORM—NOT FOR VOLUNTARY,ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART SYSTEM INFORMATION(continued) Property Address: p Owner:• Date of spection: .S TIGHT or HOLDING TANK (tarik must be pumped at time of inspection)(locate on site plan) Depth below grade: Material of construction: concrete metal fiberglass_polyethylene other(explain): Dimensions: Capacity: gallons Design Flow: gallons/day Alarm present(yes or no): .Alarm level: . Alarm in working order(yes or no): Date of fast pumping: Comments(condition of alarm and float switches,etc.): DISTRIBUTION BOX z(if present must be opened)(locate on site plan) Depth of7iquid level above outlet invert: 7 /7 J ,�-(,/ Comments(note if box is level and distribution to outlets equal, any evidence of solids carryover,any evidence of leakage into or out of box, etc.): W (Vz1v. Xi PUMP CHAMBERA' (locate on"site plan) Pumps in working order:(yes or no): I Alarms in working order(yes or no):. Comments(note condition of pump chamber,condition of pumps and appurtenances,etc.): 8 Page 9 of 11 OFFICIAL INSPECTION I+ORM—NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM`INFORMATION(continued) Property Address: �1;o �A109 Owner: _ Date of 1 . ection:!�/ SOIL ABSORPTION SYSTEM (SAS):. locate on site plan,excavation not required) If SAS not located explain why: Type leaching.pits,number:_ leaching chambers,number: t/feaching galleries,number: leaching trenches,number, length: leaching fields,number,dimensions: overflow cesspool,number: innovative/alternative system Type/name of technology: Comments(note condition of soil, signs of hydraulic failure, level of ponding, damp soil,condition of vegetation, etc.): //Z.P/L� �/C.� �' ��' IG✓1 7'.�,, ,�!/P.� ff.tA CESSPOOLS:/ (cesspool must be pumped as part of inspection)(locate on site plan) Number and configuration: Depth—top of liquid to inlet invert: Depth of solids layer: Depth of scum layer: Dimensions of cesspool: Materials of construction: Indication of groundwater inflow(yes or no): Comments(note-condition of soil, signs of hydraulic failure,level of ponding,condition of vegetation,etc.): PRIVY�-flocate on site plan) Materials of construction: Dimensions: Depth of solids: Comments(note condition of soil,signs of hydraulic failure, level of ponding,condition of vegetation,etc.): 9 I Page 10 of 11 OFFICIAL INSPECTION FORM=NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION(continued) Property Address: j AO J Owner: / 'Date of pection: SKETCH OF SEWAGE DISPOSAL SYSTEM Provide a sketch of the sewage disposal system including ties to at least two permanent reference landmarks or benchmarks. Locate all wells within 100 feet. Locate where public water supply enters the building. L- Off` r gat j 10 Page 11 of 1.l OFFICIAL- INSPECTION FORM-NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION(continued) Property Address: ] 1;P1Sb Owner: Date of In ection: SITE EXAM. Slope Surface water Check cellar. Shallow wells Estimated depth to ground water feet Please indicate(check).all methods used to determine the high ground water elevation: Obtained from system design plans on record-If checked,date of design plan reviewed: Observed site('abutting property/observation hole within 150 feet of SAS) Checked with local Board of Health-explain: Checked with vocal excavators, installers-(attach documentation) J Accessed USGS database:-explain: You must describe how you established the high ground water elevation: 11 1 P-T 1S -• 1•.�e-I Tvcc' Su rL4 a-4, - RI t N �'' I I .-Oes�'K.�►41 Pc Is v�I. 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Dc.ce, SEPTIC TANK CAPACITY 1500 A� LEACHING FACILITY: (type) 7 io e25 (size) 16 x y© NO.OF BEDROOMS BUILDER OR OWNER�rvJ5tG(Pcri'� PERMIT DATE:�1_ 2 3— > 17 COMPLIANCE DATE: % A Z/1:/ Separation Distance Between the: Maximum Adjusted Groundwater Table and Bottom of Leaching Facility Feet Private Water Supply Well and Leaching Facility (If any wells exist on site or within 200 feet of leaching facility) " Feet Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of leaching facility) Feet Furnished by Z L1 3, I Z g .e t SbP�'7 ® 76,-•41J�5 No. 3 d ` ' .- . �. Fetf - 9. -I THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE., MASSACHUSETTS lipplication for �Digpogaf *pgtem congtruction Verna Application for a Permit to Construct(-epair( )Upgrade( )Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot No. o -,- -�,� .�d Owner's N e,Address and Tel.No. Assessor's Map/Parcel 141 � 141 — 1 Installer's Name,Address,and Tel.No. Designer's Name,Address and Tel.No. STEPHEN J. & ASSOC. 42 Canterbu: ane East Falmoutii, MA 02536 2534 Type of Building: Telephone: - Dwelling No.of Bedrooms _ Lot Size_ 41,477- sq. ft. Garbage Grinder( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow AM gallons per day. Calculated daily flow :AA-C> gallons. Plan Date G._1 i-5n Number of sheets _Z1 Revision Date Title GIX�- Y A, 0 �R.Q�A � _? _ s► 1 [ - Size of Septic Tank 1�1�0 (t _g,%Q, Type of S.A.S. )((,,y�AA,"1''10Pt C Description of Soil s3mr= Sc1!_ -LOQ t St*y- J— Nature of Repairs or Alterations(Answer when applicable) Date last inspected: Agreement: The undersigned agrees to ensure the construction a d maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Envi nmental Code and not to place the system in operation until a Certifi- cate of Compliance has been issue y this Bo ealth. Signed Date Application Approved by Date � Application Disapproved for ollow ng reasons th Permit No. Date Issued (Fe loo ...:..�j �r• THE COMMONWEI LTH OF MASSACHUSETTS Entered computer: Y Yes PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE., MASSACHUSETTS ,01ppYication lfo.r MigpogaP*patent Construction Permit � I Application.for a Permit to Construct(/Repair( )Upgrade( )Abandon( ) El Complete System ❑Individual Components Location Address or Lot No. .Q �TTt�fit. Owner's e,Address and Tel.No. Assessor's Map/Parcel Installer's Name,Address,and Tel.No.- Designer's Name,Address and Tel.No. STEPHEN J. DOYLE & ASSOC. 42 Canterbury Lane East Falmouth, MA 02536 Type of Building: Telephone: 5 0 8/5 4 0-2 5 3 4 Dwelling No.of Bedrooms _ Lot Size 1A0v Z sq. ft. Garbage Grinder( ) Other Type of Building No. of Pers6ns Showers( ) Cafeteria( ) Other Fixtures Design Flow f� gallons per day. Calculated daily flow gallons. Plan Date �o—\�^°,� Number of sheets » Revision Date Title SV M CAM OF "yQ rS_t> fLLk VM 91W_:hj .�� Size of Septic Tank 1<00 �.\bU.l1jj Type of S.A.S. Description of Soil SSW- So\l_ Laq& — 51r�GLT Z of ZEE � r Nature of Repairs or Alterations(Answer when applicable) Date last inspected: Agreement: The undersigned agrees to ensure the construction a d maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Envi nmental Code;and nottoplace the system in operation until a Certifi- cate of Compliance has been issue by his Bo ealth. Signed Date Application Approved by Date Application Disapproved for th ollowtng reasons Permit No. Date Issued ---------------------------------------- THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE, MASSACHUSETTS (Certificate of (Compliance' THIS IS TO CERTIFY,that the On-site Sewage Disposal System Constructed( ✓)Repaired( )Upgraded( ) Aban oned( )by Jo at ff 56 L l% L.E Nr WA " M 49STO AIS A(1L(-S has been constru ted in accordance with the provisions of Title 5 and the for Disposal System Construction Permit No. �Sdated Installer Designer The issuance of this permit shall not be construe ,,as a guarantee that the system 1 function as designed. Date Inspector Ws ---------------------------------------- No. ! I r 3 -42 Fee lep THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION - BARNSTABLE., MASSACHUSETTS 'Wi5pogal *pgtem (Construction Permit Permission is hereby ranted to Construct(/)Repair( )Upgrade( )Abandon( ) System located at W S 6 /_ l T%tc A1gcK wtg-1 , M 4125Tul s and as described in the above Application for Disposal System Construction Permit. The applicant recognizes his/her duty to comply with Title 5 and the following local provisions or special conditions. Provided:Construction must be completed within three years of the date of th' rmit. Date: `�" �— �� " �'� Approved Kyam-` TOV'N bF BA?RNSTA13L.E !/ L,.00A'nON S > VILLAGE SEWAGE # 97-3z6 • � ASSESSORS INSTALLER'S N MAP& LOT NAME&PHONE NO. SEPTIC TANK CAPACITY 1,500 r 4)` LEACHING.FACII.TTY: (type) .jr NO.OF BEDROOMS y (size) BUILDER OR OWNER �be� Syelt C .e PERMItDATE: y 9 7 COMPLIANCE DATE: 9 �Z Z. Separation Distance Between the: Maximum,Adjusted Groundwater Table and Bottom of Leaching Facili ... Private;Water Supply Welland Leaching Facili ty Feet on site or within 200 feet of leaching facility (�any wells exist Edge of..;Wetland and Leaching Facility(If any wetlands exist Feet within 300 feet of leaching facility) . Furnished by'. Feet 1 SL hz UQ \ h � p0 Lb 12 C.q � 225.00, W E �.1 g0'30-420 E Coo•\ � Lr w proposed 1500 gallon tank 2 \ L® T ,r 0 40,942 sq.ft.'' o. deb NO l - o , l 5 Y O- drivewcY D l�n Proposed % -HAZARD ZONE. Of 3 Ick Ic 3� f 9 `�\ L�81.12' j� -- SHEET 1 OF 2 GENERAL CONSTRUCTION NOTES 1. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO. D.E.P. TITLE 5 � ^ AND THE TOWN OF .�rzst-+wt, -RULES AND REGULATIONS FOR PROFILE OF SEWAGE DISPOSAL S Y SI, Y S T E I V I THE SUBSURFACE .DISPOSAL OF SEWAGE. 2. AT LEAST ONE ACCESS PORT OVER TANK TEES SHALL BE ACCESSIBLE NOT. TO SCALE WMTHIN SIX INCHES OF FINISH GRADE WITH ANY REMAINING ACCESS PORTS BROUGHT TO WITHIN TWELVE INCHES OF FINISH GRADE. 3. ALL COMPONENTS OF THE SANITARY SYSTEM SHALL BE CAPABLE OF WITHSTANDING H-10 LOADING UNLESS THEY ARE UNDER OR WITHIN 10' TOP FOUND. EL. (w.0 OF DRIVES OR PARKING. H-20 LOADING SHALL BE USED UNDER OR WITHIN 10" OF DRIVES OR PARKING UNLESS NOTED. 4. THE EXCAVATOR/CONTRACTOR SHALL VERIFY THE LOCATION OF ALL P / l' - SITE UTILITIES PRIOR TO ANY EXCAVATION. 5. SEWER PIPES SHALL BE 4" SCHEDULE 40 PVC LAID AT 0.02 SLOPE. 6. ANY MASONRY UNITS USED TO BRING COVERS TO GRADE SHALL BE i INV. EL Y + ., r MORTARED IN PLACE. WATER� �� " W"� TWHT 00VER Flow LINE ' 7. FINISH GRADE SHALL HAVE A MINIMUM SLOPE OF 0.02 FEET PER FOOT. lY" INV. EL. r LEVEL 10' MIN: 4' LKM DEPTH INV. EL r up. e iML'...:,f.. ....-.......»..... '•'"'� :-........_�. r..�.__ INV. EL. INV. EL �T4�•L 2" MIN..r.� ..�� ..^. rh T K�1"JI"1 - —— �T �`� 1 i8' TO 1/2' WASHED STONE 1500 GALLON PRECAST REINFORCED CONCRETE SEPTIC TANK PRECAST REINFORCED CONCRETE' JCRETE �- f MINIMUM CONSTRUCTION MATERIALS PER 310CMR 15.226(2) 2 DISTRIBUTION BOX EFF. DEPTH TEES SHALL BE CONSTRUCTED OF SCHEDULE 40 PVC AND :. C 3/4" - 1 1/2' WASHED STONE • < 7 SHALL EXTEND A MINIMUM OF 6' ABOVE THE FLOW LINE INSTALL ON A LEVEL BASE OF THE SEPTIC TANK AND BE ON THE CENTERLINE OF THE SEPTIC TANK LOCATED DIRECTLY UNDER THE CLEAN—OUT MINIMUM WALL THICKNESS 2' MANHOLE. S.A.S. 40 LONG x 10 I WIDE x 2 EFF. DEPTH THE INLET PIPE ELEVATION SMALL BE NO LESS THAN 2" NOR INV. EL. MINIMUM INSIDE DIMENSION 12' WITH _.2_ HIGH CAPACITY INFILTRATOR CHAMBERS ��� MORE THAN 3' ABOVE THE INVERT ELEVATION OF THE OUTLET INVERTS SHALL BE EQUAL TO EACH TO EACH OUTLET PIPE. OTHER AND AT 2' MINIMUM BELOW INLET IN INLET INVERT. SEPTIC TANK SHALL BE INSTALLED LEVEL AND TRUE TO GRADE THE DISTRIBUTION UNES FROM THE.DISIRI DISTRIBUTION 80X ON A LEVEL STABLE BASE THAT HAS BEEN MECHANICALLY SHALL ALL HAVE EQUAL INVERTS..AS DETE S DETERMINED BY FLOODING COMPACTED AND ON TO WHICH SIX tNCHES OF CRUSHED STONE THE OISTRIBU71ON BOX TO THE HEIGHT OF .;HT OF THE DISTRIBUTION HAS BEEN PLACED TO ENSURE STABILITY AND TO PREVENT LINE INVERT AFTER ALL LINES HAVE BEEN S -_ BEEN SEALED IN PLACE. SETTLING. INVERT ADJUSTMENTS SHALL BE MADE BY F'II, IDE BY F)WNG VMTH DURABLE AND NON—DEFORMABLF MATERIAL PERMANEN ',"ERMANENTLY FASTEND TO THE SEPTIC TANK SHALL HAVE A MINIMUM COVER OF 9'. LINE OR RECONSTRUCTING THE LINES UNTIL :S UNTIL ALL INVERTS ARE OF EQUAL ELEVATION. THREE 20' MANHOLES WITH READILY REMOVABLE IMPERMEABLE J COVERS OF DURABLE MATERIAL SHALL" BE PROVIDED WITH ACCESS PORTS BEING PLACED AT THE CENTER AND OVER THE INLET AND OUTLET TEES. THE OUTLET TEE SHALL BE EQUIPPED WITH GAS BAFFLE. ZN OF AV .�. �f•61STEgEp Oy O STEPHENJ. _ $ DOYLE '4 NO. 37559 1 � SOIL OBSERVATION DATA: REFERENCE MAP: l,ONA CAPE COD DESIGN DATA: WATER TABLE CONTOURS - AND STRUCTURE tI .4 �M TEST DATE 1qy jai, '�I96 y, /0.4S' PUBLIC WATER SUPPLY NO. BEDROOMS GARBAGE DISPOSAL WELLHEAD PROTECTION AREAS TYPE NO. BE UAM SOIL. EVALUATOR. ,��rti>�R �'.� �;x• I/TvAN SEP 1"5 DESIGN FLOW A � � v ►�; `\�. � 4 �,r- � . 1. �t:,A_& a 11A'AP OtCON CAPE ES OW RCES 0MCESSSIdN a 10B.O.H. AGENT EXCAVATOR 141cL_e PERC/RATE f� /N 4.- ,.,w ► !. `� M I Iv SEPTIC TANK ' 440 a , 1500 4.1 SHEET 2 OF 2 LEACHING FACILITY CJ.%L ZbO400 /mot-�• 4.,A' ��S�J1�� �`"�„"' Z, 'Zvt� c •.-I G.__T DATE: .:� SCALY h5 SHOWN Af FBI; STEPHEN J. DO1L.E AND ASSOCIATES 42 CANTERBURY LANE. FAWOUTH MA, 02536 TELEPHONE. SOs�/540-2534 ( ., .c •. ©. a ,.. . .. I • a �h ; --- - IA 1 _ o a ate- 4 4-v y {i. _ } FA I•r ._.. JAB � I TJ,� \�i4 V L I USGS LOCUS SCALE: 1: 25,000 a SO•30 42 W E 1 � s 1 . s 1 l CP, ro osed 1500 gallon tank l P P 9 L( _T 43 ,o , / ; J , o � 40,942 s' .ff./ r � W. d lb g J ^ g ! 1 p , O � ! d p a - } e r o g t i o -101 Q _ r c3 � 0 9 drivewa y +.n Pr9Posed 6 1� - -- DISTRICT: RF 9 , ------ ZONING 9 Y DISTRICT: AP ------- - OVERLAY D DING SETBACKS: BUILDING TB , _-- FRONT _ 30 SIDE — 15 REAR 15 �e ' FEMfa DATA. o LOCUS DOES NOT LIE 1N A FLOOD HAZARD ZONE. LOCUS STREET ADDRESS. 50 LITTLE NECK `WAY - UEEl" ok '9 O j ASSESSORS DATA. c � ye �- cf S it - fg MAP '76 PARCEL 54 � s S Sh SHEET OF` - E 2 ITE PLAN. 'OF LAND - c y � ,. '. . � + MA�S'TON�.. MILS GRAPHIC SCALE s � o. 3, � DEPICTING P -�.� � DEPIC i GTHE PROPOSED OSED , 20 a 10 20 w so ti U - �Z..TB �, El S I� ]E., loTC El .. DATE. JUNE '19 1997 SCALE. 1 --20 t ) , [� #• .i inch 20 STEPHE" J OOYLE AND AS SOCIATES 4 T U 1 T , t 2 CAN ER8 R .LANE, SAS �'ALMC?UTH, MA 02536 . 7 - - TEI.EPHO E. 508, 540 25.�4 GENERAL CONSTR UCTiON NOTES . ALL WORKMANSHIP 0 KMANSHlP AN M P D MATERIALS 'SHALL CONFORM TO D.E.P. TI TLE 5 AND ar s THE TOWN OF .- z. t c-sa r� RULES AN R � SEWAGE DISPOSAL SYSTEM `�, E 0 REGULATIONS FOR PROFILE O S E G THE SUBSURFACE DISPOSAL OF SEWAGE.: T 2. _A E T N L AS ONE ACCESS PORT OVER A VE TANK TEES SHALL BE ACCESSIBLE NOT 0 TO SCALE WHI TH N SIX INCHES RH OF FINISH'S G ADE WITH ANY REMAINING ACCESS PORTS BROUGHT TO WITHIN TWELVE INCHES OF FINISH GRADE. 3. ALL OMP F COMPONENTS 0 THE SANITARY SYSTEM -SHALL BE CAPABLE OF WITHSTANDING H 10 LOADING `UNLESS THEY ARE UNDER R - TH N' - E Q iM t ]0 TOP FOUND. EL b/e f� OF DRiV'ES OR PARKING. N 20 LOADINGH SHALL BE USED UNDER OR WITHIN 10 OF DRIVES OR PARKING UNLESS; NOTED. ... 4 V. THE EXCAVATOR CONTRACTOR HA VERIFY' . . / SHALL VER F THE LOCATION OF ALL 1 r ( / ? 1, 1 1_l l 1 . . r SITE UTILITIES PRIOR TO ANY EXCAVATION. 5. SE R WE PIPES ES SHALL BE 4 SCHEDULE 40 PVC LAID AT 0.02 SLOPE. a.. 6. ANY MASONRY A ASONR UNITS USED TO BRING COVERS TO GRADE SHALL BE . INV. El.' .: ` i s '7 MORTARED IN PLACE. wK» ncVT coves . . FLOW LINE -7. FINISH' R G ADE SHALL HAVE A MINIMUM SLOPE OF 0.02 FEET .PER .FOOT. r . INV. rU< �1 O MIN. 4 UWO oEP`I►, INV. EL. . - INV. EL INV. EL ,4 :' r , • _a 2 MIN. 1 8 TO 1 2 WASHED STONE/ � S E 150 0 GAL LON 'PRECAST REINFORCED CONCRETE SEPTIC TANK ` PRECAST REINFORCED CONCRE TE MINIMUM CONSTRUCTION MATERIALS PER 310CMR 15.226(2) .. INFII?RATOR DISTRIBUTION BOX .. + 2 " ./ -i.- F ` P EFF. DEPTH TEES SHALL 8E CONSTRUCTED 4 SCHEOUlE :4Q VC AND r ,� SHALL'EXTEND A MINIMUM OF 6 ABOVE THE FLOW NE . 3/ 1 1/2 WASHED STONE ., u , INSTALL 0 LEVEL BASE t a OF THE'SEPTIC TANK .AND 8f ON THE:CENTERLINE OF THE ..• �. SEPTIC TANK LOCATED DIRECTLY UNDER THE CLEAN—OUT MINIMUM WALL THICKNESS 2 MA HO'N LE_ _ MINIMUM INSIDE DIMENSION T 2 I a S.A.S. LONG x -WIDE x"._z EFT:. DEPTH T ELEVATION A - " N THE INLET PIPE ELE Arid SHALL BE NO LESS THAN 2 OR WITH � H1GH CAPACITY ►NF1LTRaTOR Are INV.-EL. ;:� _ CH eERS THAN ABOVE..THE INVERT ELEVATION OF TH MORE A 3 E E OUTLET INVERTS SHALL BE EQUAL TO EACH ; OUTLET PIPE. OTHER AND AT 2 MINIMUM BELOW INLET INVERT. THE DISTRIBUTION LINES FROM THE DISTRIBUTION BOX SEPTIC TANK SHALL BE INSTALLED LEVEL AND TRUE TO GRADE SHALL ALL HAVE EOUAI INVERTS AS DETERMINED BY FLOODING _ ON A LEVEL STABLE BASE .THAT HAS BEEN MECHANICALLY THE N DISTRIBUTI 'BOX TO THE HEIGHT OF THE DISTRIBUTION TION COMPACTED AND ON TO WHICH SIX INCHES OF CRUSHED STONE 0 N LINE INVERT AFTER ALL LINES HAVE BEEN SEALED IN, PLACE.- .:HAS BEEN PLACED TO ENSURE STABILITY AND TO PREVENT r T : INVERT ADJUSTMENTS SHALL BE MADE BY FILI LNG WITH DURABLE SETTLING. AND NON—DEFORMABLE MATERIAL PERMANENTLY FASTEND TO THE RECONSTRUCTING THE IN UNTIL SEPTIC TANK SHALL HAVE A MINIMUM .COVER OF 9 . LINE OR ECONSTRUCTI G LINES U L ALL INVERTS ARE OF EQUAL ELEVATION. THREE 20 MANHOLES WITH READILY -REMOVABLE IMPERMEABLE r•- COVERS OF DURABLE MATERIAL SHALL BE PROVIDED WITH ACCESS T THE CENTER AND OVER THE INL ET AND PORTS BEING PLACED A E CE OUTLET ;TEES. A BE EQUIPPED WITH GAS BAFFLE. `(T-IE OUTLET TEE SHALL �. ..�.� � , Zko H or Aff , �• pEGiSTERfQ rf cy STEPH--,, _- . ^ ---•-,_�I . Ely I C N DOYlE REFERENCE MAP. No.37559 rP SOIL. OBSERVATION DATA. APE COD DESIGN DATA: ! r WATER TABLE CONTOURS AND .---� STRUCTURE _ �.. .F; PUBLIC WATER SUPPLY _ , TEST DATE y ft0.4'' of - SOIL . �� � - - - WELLHEAD PROTECTION AREAS TYPE NO: BEDROOMS GARBAGE DISPOSAL �N PTEMBQn 1995 , („� t~k' -r AJ>b.E' �- �`.��-F� I Ps DESIGN FLOW SOtL EVALUATOR A� _.,.._,_..�._____. _,�'���.._ ID RESDAM OFnCF .. B.O.H. AGENT CAPE COO ss 71 .. 1 �c �. EXCAVATOR ,�I 'T t_-�r�, C�S t s _PERC ATE !1V l'"�.� . l'1 � 1A fv SEPTIC TANK --1-� .. @,. t - 70 .* SHEET 2 OF 2 _ Vv 1� H _ TEACHING FACILITY �� .,: n � r. 1c. t 1AU 'X 'Z.. .,a.C.. r . fl c w �e � a t.• •r� SCALE. 'TT. AS SHOWN DATE. _ r r , AC- STEP' N HEN J. DOYLE AND ASSOCIATES to, 42 CANTERBURY LANE. FALMOUTH MA. 02536 r ,�._ Lt.� F ., _ ,4 Gt.Y'„ 'l'� ' 'TELEPHONE. SOB 540-2534 'i ( I I