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HomeMy WebLinkAbout4390 MAIN ST./RTE 6A(BARN.) - Health 4390 MAIN ST., RT 6A BARNS'TABLE r A=351-065 LOT 1 it , .. • ,. .. _ r li .01V b Y P400 •y OIt�O�. L COMMONWEALTH OF MASACHUSETTS - \� Hr ni (S EXECUTIVE OFFICE OF ENVIRONMENTAL AFFAIRS A DEPARTMENT OF ENVIRONMENTAL PROTECTION ONE WINTER STREET BOSTON MA 02108(617)292-3500 TRUDY COXE Secretary ARGEO PAUL CELLUCCI - DAVID B.STRUHS Governor Commissioner r SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A CERTIFICATION Property Address: 4390 MAIN ST. RT. 6A BARNSTABLE, MA 02630 M351 P065 L1 Name of Owner DAVID PARRELLA Address of Owner: BOX 66 CUMMAQUID MA.02637 Date of Inspection: 3122/00 Name of Inspector: JOHN GRACI I am a DEP approved system Inspector pursuant to Section 15.340 of Title 5(310 CMR 15.000) Company Name: SEPTIC INSPECTIONS Mailing Address: P.O.BOX 2119 TEATICKET,MA.02636 + Telephone Number: 508-564-6813 FAX 608-664-7270 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 Inspection.The Inspection was performed based on my training and experience in the proper function and maintenance of on-site sewage disposal systems.The system: X Passes _ Conditionally Passes _ Needs Further Evaluation y the Local Approving Authority , Fails Inspector's Signature: Date:3122/00 The System Inspector shall su it a copy of this inspection report to the Approving Authority(Board of Health or DEP)within thirty(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 Department of Environmental Protection.The original should be sent to the system owner and copies sent to the buyer,if applicable,and the approving authority. NOTES AND COMMENTS "The Inspection is based on criteria defined in Title V code 310 CMR 15.303.My findings are of how the system is performing at the time of inspection.My Inspection does not imply any warranty or guarantee of the longevity of the septic system and any of its component's useful life." THE SYSTEM PASSES TITLE V INSPECTION.RECOMMEND PUMPING THE SYSTEM EVERY TWO YEARS FOR PROPER MAINTENANCE. revised 9/2/98 Page 1 of 11 SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A CERTIFICATION(continued) Property Address: 4390 MAIN ST. RT. 6A BARNSTABLE, MA 02630 M351 P065 L1 Name of Owner DAVID PARRELLA Date of Inspection: 3/22100 INSPECTION SUMMARY: Check A, B, C, or D: A. SYSTEM PASSES: X I have not found any information which Indicates that any of the failure.conditions described in 310 CMR 15.303 exist.Any failure criteria not evaluated are Indicated below. 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. Indicate yes,no,or not determined(Y,N,or ND).Describe basis of determination in all Instances.If"not determined",explain why not. n& The septic tank is metal,unless the owner or operator has provided the system inspector with a copy of a Certificate of Compliance attached)indicating that the tank was installed within twenty(20)years prior to the date of the inspection;or the septic tank, whether or not metal,Is cracked,structurally unsound,shows substantial infiltration or exfiltration,or tank failure is imminent.The system will pass Inspection if the existing septic tank is replaced with a complying septic tank as approved by the Board of Health.. n& Sewage backup or breakout or high static water level observed in the distribution box Is due to broken or obstructed pipe(s)or due to a broken,settled or uneven distribution box.The system will pass inspection if(with approval of the Board of Health). _broken pipe(s)are replaced _obstruction is removed _distribution box is levelled or replaced n/a The system required pumping more than four 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 revised 912/98 Page 2 of 11 SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A CERTIFICATION(continued) Property Address: 4390 MAIN ST. RT. 6A BARNSTABLE, MA 02630 M351 P065 L1 Name of Owner DAVID PARRELLA Date of Inspection: 3122/00 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 the public health,safety and 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 ThE PUBLIC HEALTH AND SAFETY AND THE ENVIRONMENT: Cesspool or privy is within 50 feet of surface water Cesspool or privy is within 50 feet of a bordering vegetated wetland or a salt marsh. 2) 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 AND SAFETY AND THE ENVIRONMENT: The system has aseptic 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 soil absorption system and the SAS is within a Zone I of a public water supply well. The system has a septic tank and soil absorption system and the SAS is within 50 feet of a private water supply well, The system has a septic tank and soil absorption system and the SAS is less than 100 feet but 50 feet or more from a private water supply well,unless a well water analysis 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,Method used to determine distance nla(approximation not valid). 3) OTHER n/a revised 9/2198 Page 3 of 11 SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART B CHECKLIST Property Address: 4390 MAIN ST. RT. 6A BARNSTABLE, MA 02630 M351 P065 L1 Name of Owner: DAVID PARRELLA Date of Inspection: 3/22/00 Check if the following have been done:You must indicate either"Yes"or"No as to each of the following: Yes No X - Pumping information was provided by the owner,occupant,or Board of Health. X - None of the system components have been pumped for at least two weeks and-the system has been receiving normal flow rates during that period. Large volumes of water have not been introduced Into the system recently or as part of this inspection. X - As built plans have been obtained and examined.Note if they are not available with N/A. X _ The facility or dwelling was inspected for signs of sewage back-up. X _ The system does not receive non-sanitary or industrial waste flow. X _ The site was inspected for signs of breakout. { X - All system components,excluding the Soil Absorption System,have been located on the site. X - The septic tank manholes were uncovered,opened,and the interior of the septic tank was inspected for condition of baffles or tees,material of construction,dimensions,depth of liquid,depth of sludge,depth of scum.The size and location of the Soil Absorption System on the site has been determined based on: X _ Existing information,For example,Plan at B4O,H, X _ Determined in the field(if any of the failure criteria related to Part C Is at issue,approximation of distance is unacceptable)1 5.302(3j(b)j X - The facility owner(and occupants,if different from owner)were provided with information on the proper maintenance of SubSurface Disposal Systems. revised 9/2198 Page 5 of 11 i SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A CERTIFICATION(continued) Property Address: 4390 MAIN ST. RT. 6A BARNSTABLE, MA 02630 M361 P065 L1 Name of Owner DAVID PARRELLA Date of Inspection: 3/22/00 D. SYSTEM FAILS: You must indicate either"Yes"or"No"to each of the following: I have determined that one or more of the following failure conditions exist as described in 310 CMR 15.303.The basis for this determination is Identified below.The Board of Health should be contacted to determine what will be necessary to correct the failure. Yes No - X Backup of sewage Into facility or system component due to an overloaded or clogged SAS or cesspool. - X Discharge or ponding of effluent to the surface of the ground or surface waters due to an overloaded or clogged SAS or cesspool. - X Static liquid level In the distribution box above outlet Invert due to an overloaded or clogged SAS or cesspool. - X Liquid depth in cesspool Is less than 6"below invert or available volume is less than 1/2 day flow, X Required pumping more than 4 times in the last year NOT due to clogged or obstructed pipe(s).Number of times pumped.Q. - X Any portion of the Soil Absorption System,cesspool or privy is below the high groundwater elevation. - X Any portion of a cesspool or privy is within 100 feet of a surface water supply or tributary to a surface water supply. - X Any portion of a cesspool or privy is within a Zone I of a public well. - X Any portion of a cesspool or privy is within 50 feet of a private water supply well, i - X 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.If the well has been analyzed to be acceptable,attach copy of well water analysis for coliform bacteria,volatile organic compounds, ammonia nitrogen and nitrate nitrogen. E. LARGE SYSTEM FAILS: 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: The system serves a-facility with a design flow of 10,000 gpd or greater(Large System)and the system is a significant threat to public health and safety and the environment because one or more of the following conditions exist: Yes No - X the system is within 400 feet of a surface drinking water supply - X the system is within 200 feet of a tributary to a surface drinking water supply - X the system is located in a nitrogen sensitive area(interim Wellhead Protection Area-IWPA)or a mapped Zone II of a public water supply well) The owner or operator of any such system shall upgrade the system in accordance with 310 CMR 15.30412).Please consult the local regional office of the Department for further information. I . revised 9/2/98 Page 4 of 11 SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION Property Address: 4390 MAIN ST. RT. 6A BARNSTABLE, MA 02630 M351 P065 L1 Name of Owner DAVID PARRELLA Date of Inspection: 3122/00 FLOW CONDITIONS RESIDENTIAL: Design flow: 110 g.p.d./bedroom Number of bedrooms(design): 6 Number of bedrooms(actual): Total DESIGN flow: 660 gpd Number of current residents:6 Garbage grinder(yes or no):NO Laundry(separate system)(yes or no): NO If yes,separate Inspection required Laundry system Inspected(yes or no): NO Seasonal use(yes or no): NO Water meter readings,if available(last two year's usage): n/a gpd Sump Pump(yes or no): NO Last date of occupancy: n/a ` COM M ERCIALnNDUSTRIAL Type of establishment: n/a Design flow: n/a gpd(Based on 15.203) Basis of design flow:n/a Grease trap present:(yes or no): NO Industrial Waste Holding Tank present:(yes or no): NO Non-sanitary waste discharged to the Title 5 system:(yes or no):NO Water meter readings.If available: n/a Last date of occupancy:n/a OTHER: (Describe) , n/a GENERAL INFORMATION PUMPING RECORDS and source of Information: SYSTEM WAS PUMPED 3 MONTHS AGO BY BORTOLOTTI System pumped as part of Inspection:(yes or no):NO If yes,volume pumped n/a gallons Reason for pumping:n/a TYPE OF SYSTEM ' X Septic tank/distribution box/soil absorption system _ Single cesspool _ Overflow cesspool _ Privy _ Shared system(yes or no)(if yes.attach previous Inspection records,If any) _ I/A Technology etc.Attach copy of up to date operation and maintenance contract _ Tight Tank Copy of DEP Approval Other:n/a APPROXIMATE AGE of all components,date Installed(if known)and source of Information: '1994 Sewage odors detected when arriving at the site:(yes or no) NO revised 9/2/98 Page 6 of 11 SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION(continued) Property Address: 4390 MAIN ST. RT. 6A BARNSTABLE, MA 02630 M351 P065 L1 Name of Owner DAVID PARRELLA Date of Inspection: 3122/00 BUILDING SEWER:X (Locate on site plan) Depth below grade: 12" Material of construction: _ cast Iron X 40 Pvc _ other(explain) Distance from private water supply well or suction line: n/a Diameter: 4" Comments: (condition of Joints,venting,evidence of leakage,etc.) THERE IS TOWN WATER;THERE IS ALSO A WELL SEPTIC TANK: X (locate on site plan) Depth below grade: 3 Material of construction: X concrete_ metal_ Fiberglass_ Polyethylene_ other explain: n/a If tank is metal,list age Is age confirmed by Certificate of Compliance(Yes/No): NO Age:.n/a Dimensions: 1600G L 10'6"H 6'6"W 6'8"" Sludge depth: 1" Distance from top of sludge to bottom of outlet tee or baffle: 33" Scum thickness: 0" Distance from top of scum to top of outlet tee or baffle: 6" Distance from bottom of scum to bottom of outlet tee or baffle: n/a How dimensions were determined: MEASURED Comments: (recommendation for pumping,condition of inlet and outlet tees or baffles,depth of liquid level in relation to outlet invert,structural integrity,evidence of leakage, etc.) SEPTIC TANK AND ALL COMPONENTS ARE STRUCTURALLY SOUND.RECOMMEND PUMPING EVERY TWO YEARS TO PROLONG THE SYSTEM'S USEFULL LIFE. GREASE TRAP: _ (locate on site plan) Depth below grade: Na Material of construction: _concrete_ metal_ Fiberglass _ Polyethylene_other Explain: n/a Dimensions:n/a Scum thickness: n/a Distance from top of scum to top of outlet tee or baffle: n/a Distance from bottom of scum to bottom of outlet tee or baffle n/a Date of last pumping: n/a Comments: (recommendation for pumping,condition of inlet and outlet tees or baffles,depth of liquid level in relation to outlet Invert,structural integrity,evidence of leakage, etc.) n/a revised 9/2198 Page 7 of 11 4 ��tS�..� � . { f ��� �,�-��f�� f - SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION(continued) Property Address: 4390 MAIN ST. RT. 6A BARNSTABLE, MA 02630 M351 P065 L1 Name of Owner DAVID PARRELLA Date of Inspection: 3/22/00 TIGHT OR HOLDING TANK: _ (Tank must be pumped prior to,or at time of,inspection) (locate on site plan) Depth below grade: n/a Material of construction: _concrete_ metal_Fiberglass:_Polyethylene _other Explain: n/a Dimensions: n/a ` Capacity: n/a gallons Design flow: n/a gallons/day . Alarm present: NO Alarm level:N/A Alarm in working order:NO Date of previous pumping: n/a Comments: (condition of inlet tee,condition of alarm and float switches,etc.) n/a DISTRIBUTION BOX:X (locate on site plan) Depth of liquid level above outlet invert: LEVEL WITH BOTTOM OF PIPE Comments: (note if level and distribution is equal,evidence of solids carryover,evidence of leakage into or out of box,etc.) ti ' THE DISTRIBUTION BOX IS STRUCTURALLY SOUND. PUMP CHAMBER: X (locate on site plan) Pumps in working order:(Yes or No): YES Alarms in working order(Yes or No): YES Comments: (note condition of pump chamber,condition of pumps and appurtenances.etc.) THE PUMP CHAMBER APPEARS TO BE FUNCTIONING PROPERLY. C revised 9/2/98 _ Page 8 of 11 SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION(continued) Property Address: 4390 MAIN ST. RT. 6A BARNSTABLE, MA 02630 M361 P065 L1 Name of Owner DAVID PARRELLA Date of Inspection: 3/22/00 TIGHT OR HOLDING TANK: _ (Tank must be pumped prior to,or at time of,Inspection) (locate on site plan) Depth below grade: Na Material of construction: _concrete_ metal_Fiberglass _Polyethylene _other Explain: n/a Dimensions: n/a Capacity: n/a gallons Design flow: n/a gallons/day Alarm present: NO Alarm level:N/A Alarm in working order:No. Date of previous pumping: Na Comments: (condition of inlet tee,condition of alarm and float switches,etc.) n/a DISTRIBUTION BOX:X (locate on site plan) Depth of liquid level above outlet invert:-LEVEL WITH BOTTOM OF PIPE Comments: (note if level and distribution is equal,evidence of solids carryover,evidence of leakage Into or out of box,etc.) THE DISTRIBUTION BOX IS STRUCTURALLY SOUND. PUMP CHAMBER: X (locate on site plan) Pumps in working order:(Yes or No): YES Alarms in working order(Yes or No): NO Comments: (note condition of pump chamber,condition of pumps and appurtenances.etc.) THE PUMP CHAMBER APPEARS TO BE FUNCTIONING PROPERLY. revised 9/2/98 Page 8 of 11 SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM.INFORMATION(continued) Property Address: 4390 MAIN ST. RT. 6A BARNSTABLE, MA 02630 M351 P065 L1 Name of Owner DAVID PARRELLA Date of Inspection: 3/22100 SOIL ABSORPTION SYSTEM(SAS): X (locate on site plan,if possible;excavation not required,location may be approximated by non-Intrusive methods) If not located,explain: n/a Type: leaching pits,number:(n/a)n/a leaching chambers,number: (9)9 FLOW DIFFUSERS leaching galleries,number: (n/a)n/a leaching trenches,number,length: (n/a)n/a - leaching fields,number,dimensions: (n/a)n/a overflow cesspool,number: (n/a)n/a Alternative system: n/a Name of Technology: n/a Comments: (note condition of soil,signs of hydraulic failure,level of ponding,damp soil,condition of vegetation,etc.) THE FLOW DIFFUSERS ARE STRUCTURALLY SOUND AND APPEAR TO BE FUNCTIONING PROPERLY.THEY WERE EMPTY AT THE TIME OF THE INSPECTION. CESSPOOLS: _ (locate on site plan) Number and configuration: n/a Depth-top of liquid to inlet invert: n/a Depth of solids layer: n/a Depth of scum layer, n/a Dimensions of cesspool: n/a Materials of construction: n/a Indication of groundwater: n/a inflow(cesspool must be pumped as part of inspection)NO Comments: (note condition of soil,signs of hydraulic failure,level of ponding,condition of vegetation,etc.), n/a PRIVY: (locate on site plan) Materials of construction: n/a Dimensions: Na Depth of solids: n/a Comments: (note condition of soil,signs of hydraulic failure,level of ponding,condition of vegetation,etc.) n/a M Y revised 9/2198 Page 9 of 11 SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION(continued) Property Address: 4390.MAIN ST. RT. 6A BARNSTABLE, MA 02630 M351 P065 L1 Name of Owner DAVID PARRELLA Date of Inspection: 3122100 SKETCH OF SEWAGE DISPOSAL SYSTEM: include ties to at least two permanent reference landmarks or benchmarks locate all wells within 100'(Locate where public water supply comes Into house) R gBA �h P,6 A 6 D GAit�rt) P � AA338 AB $ pow �S q( UpeP- Ap-eo� PA lir A �C 18� one �a �V�►� A b revised 912/98 Page 10 of 11 SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION(continued) Property Address: 4390 MAIN ST. RT. 6A BARNSTABLE, MA 02630 M351 P065 L1 Name of Owner DAVID PARRELLA Date of Inspection: 3/22/00 NRCS Report name: n/a Soil Type: n/a Typical depth to groundwater: n/a , USGS Date website visited: n/a « Observation Wells checked: NO Groundwater depth: Shallow_ Moderate_ Deep_ SITE EXAM _ Slope _ Surface water _ Check Cellar Shallow wells Estimated Depth to Groundwater 12 Feet+ Please indicate all the methods used to determine High Groundwater Elevation: ~ Obtained from Design Plans on record _ Observed Site(Abutting property,observation hole,basement sump etc.) _ Determined from local conditions Checked with local Board of health Checked FEMA Maps 'Checked pumping records Checked local excavators,installers " X Used USGS Data Describe how you established the High Groundwater Elevation.(Must be completed) GROUNDWATER IN LEACH FIELD IS 12'BY HAND AUGER • 4 revised 9/2198 Page 11 of 11 1 - t� No.L.1_ �-- -`l - �� ee-----I- ---._...- BO RD OF HEALTH TOWN OF BARNS Applicat ion Ar Vell Co0tructionpermit Application is hereby made for a permit to Construct ( ,. Alter ( ), or Repair ( )an individual Well at: .------ - ----�y-----'�' 61 - - --- ---- -- --------------------- 1_--�`�- --------------------------------- \ Location — Address Assessors Map and Parcel ------------------------------------------------------------------- - ----- Owner Address --- --- --------------------------------------------------------------------------------------------------- --------------------------------------------- _ - ---- - - Installer Driller Address 1974- GZG 6—> Type of Building Dwelling---------------------------------------------------------------- Other - Type of Building ------------------- No. of Persons--------------------------------------------------- Type of Well- - --- -- - - - - - - Capacity---------------- ---------- Purpose of Well--- ---dY�<3GC-- ifJ - Agreement: The undersigned agrees to install the aforedescribed individual well in accordance with the provisions of The Town of Barnstable Board of Health Private Well Protection Regulation - The undersigned further agrees not to place the well in operation until a Certificate .o Compliance has been issued by the Board of Health. Signed -----���--1. - ------ ---------------- ---------- -------------- - -- l�d�te Application Approved By— - - ---- -- --- --- -— —�/`�� date Application Disapproved for the following reasons:------------------------------------------------------------------------ -------------------------------------------------------------------------------- ------- -- - - date Permit No. ---------------------------- ------- Issued--------------------------------------------------------------------------- date BOARD OF HEALTH TOWN OF BARNSTABLE Certificate Of ComPliance THIS IS TO CERTIFY, That the Individual Well Constructed ( ), Altered ( ), or Repaired ( ) by-------------------------------------------------------------------------------------------------------------------------------------------------------------------- Installer at- ------- --------- ----------------------------------------------------------------------------------------------------------- has been installed in accordance with the provisions of the Town of Barnstable Board of Health Private Well Protection. Regulation as described in the application for Well Construction Permit No. ---------------------------Dated---------------THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE WELL SYSTEM WILL FUNCTION SATISFACTORY. DATE-----------------—-— - — - - ----- Inspector--------------------------------------------------------------------------- ��r�y�,y�:'.-yw�^�r.`. r �1.�..� ,..`. .�...-.. r•y..,.a 7..,,,,..v3 f t... *j ��" • .r :_. N /y - t ?�• B-O RA RA D�OF HEALTH jF K. TOWN O P., B A R.N S��_rB` -L'E � y Ao[ication foreY[ C0n9tructionermi '' r-} Application is hereby made`for a permit to'Ct nstruct ( Alter ( ), or Repair ( )an indrvidual Well at: -_�°y4----�-'`� � � ----------°-�- .• • ---------------- �-�""J-j'--w`-�:`�`�-----=- w„-------`------.---- ;__ s 3` Location Address ' Assessors Map and Parcel 1 Owner, Address ------- -------- --------------------- ---------x - ------- ---- -- - - - - Installer'— Driller Address B ZG Type of Building P Dwelling--------, �- ------ -------------------------- .., Other - Type of Building--- � --------------------- No. of Persons--------------------------- -- - -== Type"of Well- - -- - - -- - - - - Capacity--16 - ---------------------------------—' Purpose of Well--- �7�i� y - ------ Agreement: The undersigned agrees to install the afore'described individual well in accordance with the provisions of The Town of Barnstable Board of Health Private Well Protection Regulation -'The undersigned further agrees not to place the well`in operation,until a-Certificate .o Compliance has been issued.by the Board of Health. Signed- - -- ---- -- - --- - - date --A lication A roved B # PP PP,_.._... Y ----------------------- —.x-�� ------------ W --- -- date Application Disapproved for the following reasons:----------------------------------------------------=----=---_------__-____-- ---------------------------- ---------------------------------------------------------------------------------------------------- date Permit No. ----------------- —:------- Issued----—=;-------------------------------------------------------------- date, BOARD OF HEALTH If TOWN OF BARNSTABLE ' I F j{ �ertifirate ®f Compliance �A.{ THIS IS'TO CERTIFY, That the Individual Well Constructed ( ), Altered ( ), or Repaired ( ) -- - - - --------- —=- - - --- -- - Installer ` p : atw._ r ------ -------- has Seri installed in accordance with the provisions of the Town of Barnstable Board of Health Private Well Protection` Regulation as described in the application for Well Construction Permit No. ----- ----------Dated--------- ==-'-- f THE ISSUANCE OF-.THIS CERTIFICATE-SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE WELL SYSTEM WILL FUNCTION,SATISFACTORY. _ DATE - P - _- -- - - - - -- - Ins ector ' �.--_ -�..w°:.amr•..w�ta•.ut�«mmarv�.�.+rya.i,�@+r.v�•as:w:Baca. ';;+.ss..,u,..ml+!ac <s?�7%. �.�ir .. ... ,: BOARD OF HEALTH TOWN OF BARNSTABLE • �e�C �ori$tructfon�ermit No. ---�---7--------� Fee------------------ Permission is hereby granted- to Construc ( ), er ( ),�pr Repair ( ) an Individual Well at: ---------------- ---------------------------------------------------------- Street as shown on the application for a Well Construction Permit No:, -J -- ---- --- -- - - Dated--- 1 -� ---------------------------- ---------------- ------------------------------ r-� Board of Health DATE-- YQ I - - -- -—---— - �I AcOr".191,NNT st II-IN N.A=,f Gem To )If-Pp Fwr � � t u.W Im.wAN PINIw"A FIN YIN. 1 IIM OYYIu #IAJE J'r1 Irt I[lnil IN.l'eF Y PWreW 1'I'm j ICW J/1••I Nt'VIA. It \ toun#F ra- h1•r 1• 4.1 ,MIILD)Iran ` �•• ,•N'=-``_w le• IN. TGAL N alweu e-IIr L4wlNI DM ILIN. surlC r,1 IPr IT N•L r N'1 u .� = •' �'-- ♦ PROFILE:NOT To eeuE I/ • i-S'• r';` `\ ,! ILL:MUM•REV !C-'-5 , fit) "� .Y���:": .♦`\ �` ennlCITO 011 uauu LOW MAP IGLL(,I••lOIN I.F. �aww` �� ♦ .Y naclo19L III AJ 7 m III GENERAL NOTES: +e------ .`�` r�Yt ° 1• �\� . — 1, M11 I4Y 11 rw ME Kllw cav,nMTlw or ME Imm IlnwAl .. N I'llu AYD Vf U K.,now PMIOASI ,4 r`/ O J i. LLt cw+necrlw WTNo1r AW r I p�1'' I E r DESIGN CRITERIA: w TGILL,f0N rW 19IIIC IYIm 99 / �,/�• ` rn .,N ro MI+.e.r.1, !Y / / =17 DESIGN DN FLOW, TITLE J uD LDCAL JW V NWM ; A ,� �ofOR00ln A1,1JII.G.I.O. PER KaAArlw,. \ - �Lr r , ' JpLE'{u tI IEDROOM EOLMLS-MO-P.D• J? / or a. LLL rElr,c Inm coworm,n LDGArce /��/'. NO GARBAGE GRINDER aru Arul AN J. fa rw &N6'L rurnc J �` a wGfOT 11 WM INKIM Y4I.L I[ � // SSS '•• WAIL(a'II TINTAIDIAtl N N OIF6 Lwu, IfPC nl ` ,.9c/ /' .piV11L PEPTIC TANK x 150,;fO+ I(rrlG TAW : - SSo O.P.D.X lsoN eZS GAL. I. LLL Inn I INLLL u-CwX(a N•70 // (/J{I w unovn feWt, /'I itillll l�^'j' „}w,• `�� +`� �� SEPTIC TANK PRDVIDfDt.Lx'.� GL�• /I I µt Y..'..� .•II ,. 1(ITIC TA/Y.IWI CN,wu AID a-on ro u /W DIAWu 1 `�' f'f , / % i < r�. !Lr SIZE OF LEAOIING FACILITY REQUIRED, .-To—ANo Iua'e w am 8—IAAS. N-to i 1! Nil ( 1 \ . \\, . sso o.L D. LLL wwl uatf NATUILL ro K Emrn rw A ./%v49N ' �' / u �> `` , • ,�` DESIGN PERC RATE•�MIN/INW 1 of1,ANu C,rp FLIT 0E TW LCACol-PAGllln 01r /Jar ~- ' `L1 i�` r / eARNSTABLE NE1LT1l REDULA ileN I.11TIN FINE IANC um ASo lfll G IIM11 /' , �` \ \ ` • QW I—IN ACOaADANG(IIM Tort:,. I`, � I I�;. •/ N LEACH tJttiNF17 r/1' Jf PRDVIDEDI -4Xf- j /// #FAST le•X 11'X It'OYEAALL } !. IEFwf Gw,fNMllw utt'elhW[', ,�(7/A �; i 1 I1 !s•E `` ' •��� AL flerll X!11•/1 lES Si r+oo•ua•.I..Tor—rIQN aI - wmfAwowD,III LIT I it, /'A/`�`-�-+ \1161) ) '. x I ` a� } I. YnrIGLL DArw 11,MI9 //--'' / Ai" • I. Iw IDAa/rWRI 1#F.I([Il on PLAY. Io. IENw YANr wn,row w YAAWUM NOW rl `.. /.-f r"w eJ� I •` , ' n(r.•Io.I/Yero. / AYy.�� l Ar ► Lr.I. ���-_ \\1 it. W.T LWw.GMJTLL,AW ANo,UOOIIM `: rEKTA rm wnT ,Df NI Tfo IV we J /Yu/ / �/ «I r,r• , ` • (NI'IEaNEYTLL AS10CIArn. / Y, :J r.u.�:i.r�r.0 f •r.l�pl W � 1 u, rrANm xAnun AW/w,I Li it Low ro S /; '// n LOT I K IIACED LLoie M w1r LIMIT llW .�I,/ Io INEVENT IILTATIw N rw KTWD *' /J I IWLAND 1 I Ieoee A.F. I.I.r.w.l]YI•I�M I our,M,w,/rnMrlw. rETLAND, 1705D t�,F. /../ 11 r TOTAL 11Bsee7 J S,IF. � IJ, ALL EOM rNP ro K Dlutim ro / 1 11 l,. r..wl-iL 1 f5 q/nEl1 OOwJlgln AW Kr1[111. L i SOIL TEST PIT DATA* {r�Imu�IaY '�aEw'ow Nnim E r..r P , T.P.e r.P.r 1i \`hJK �A S 1 �' ` e.cl,r.r�,,A•i:l �1�r�''�i'�.'j s ww,eur.3LL OWa,r.,31.¢_ e1W aer. ae., un.WAA e.I.6[V. NIA e.I.JL[r. JJ•, ,If,XJ ., ,.+ IJ Syr II'/'� i ��►�'"'• •}. - �1y 1•• •[ \' - ,tY'.r.1��/ -V'�i -���� IMPOIL INJoIL MtlI01L It SO � I-00,I.e0/RYIw1 ra•Ire NJ.11•r IJ•O.A. (`.� \ r!\ 1�J � '//� r r� FIN: b•r Y(elW� /�� IAW ,7 / FINE IYD l.f' tJ., I d Car a.J 21.0 PA rE, URU 2 10e1 TEST 1Y,7TEINFN H.l., R1TN£J BY,ED BARRY IERC RATE, iE, (1 YIN/INCH t�` � 'p� J'L,/ / ,, ,!r +lam/ii/ht• oYI/D PUMP SYSTEM NOTES: • -----N=•� f I. IIWo fu To is YEO.u1I,fNIIu,[M/PW YOen IMY "� '•� / '---'-' /' •Ir YNI`�� 1 1 J. M F✓o IIMLL IrYr AW Irep AT IW G,Arun NDw. LOT Y \``' TWYANSOWN •J IRununaW A1D not r JBKIanoW. YAB!DIr DAMN EA7FYENT Pur DI,OWK JNLLL u r INGLI.NEr IIDu1 u Aut ro u (' /A� 'MccMECTO AID LIFTED CUT OF MIT PMr ww/u Or TW"FrlW +L. e57/JI 1 e Ay i LWa aM,Y Y1 Moui NArIN1 ro pm nRf IWP AxuYn.. . y / NNI I 1, rW MANN SNLLL#FAST AT Mr MWrIw JNYw AND RE �� /�/J NF /)Ly \ PDRm u A Cl,dlY IfIWrt pe11 lW ILV PDIO. . IT 4 \1 /•PM/Nt,r YPu/r nrr 'PLC WM1O ALAw w AJ.M pAI IN t ON `\�\'t�w f r E % 44, PUMP DETAIL:Wrro&cut r Mlln lero DLL•J[Pr/C TAW Vs S / TE PLAN OF LAND •- r•Inl.rt' 1 I '. um Mort 1 '\_-_� r' aaW IN \♦ �' �, BA RNS TA BL E 1 "MA tl�} I IraM TALI `\y+ _ �JTfIAWI (CLIMMAOLI/O/ fs' urr W Y lJ'11'J7'I IlaaI, A, J PREPARED FOR/ r � "'^ `R j `'�i r DA V. / D PA R R EL L.A 0(/ v APR/L O: IPop REV/SEDF APR/L'??. /DDT REVSEOI ✓LINE D. /OD4 . REV ISED1 ✓LINE JO. IT SPOOF _ —_ de OLd •lelR Vd'YJNO A dNOINddR JNO. /NO.� •!,`,� � 1 � _ !O swo00oP eP Lon• �.�; mlr.m� /yyor7n oar. .i/o. 0800! (aoBJ i�ii—asEss :nr 0 10 10 so JOB No,-BS•J7e FIELD,CFr/Rn GLc,SAN/CFF CHECK,CF RN,PAN -�hs.•.-,wwroFc.?saq,s«+�.:e.�.•>aw+sskry ....-_•---..»�.ar v. .�.>. ram. -_ ENVIROTECH LABORATORIES, INC. MA Cer. No.: M-MA 063 / 449 Rte.130 I Sandwich, MA 02563 (508) 888-6460 1800-339-6460 FAX(508) 888-6446 CLIENT: David Parella LOCATION: Lot.1.offRte'I 6A ADDRESS: Engineered Construction Co. Cummaquid, MA 270 Communications Way Map 31 Pcl. 044 Hyannis, MA 02601 COLLECTED BY: Desmond Wells SAMPLE DATE: 4-22-97 SAMPLE TIME: 10:30AM WATER SAMPLE TYPE: New Well DATE RECEIVED: 4-22-97 LAB I.D.#: 974-355 WELL SPECS.: 4"/457 18' RESULTS OF ANALYSIS: - Parameters Units Recommended Results Method ' Limits Coliform bacteria /100ml 0 0 9222 B pH pH units 6.0-8.5 5.83 4500 H+ Conductance umhos/cm 500 155 120.1 Sodium mg/L ars '28.0' M 13.2 200:7 °Nitrate-N/Nitrite-N mg/L a `" ' 10.0 3.30.;". _: ' 4500-NO3,E . Iron mg/L 0.3 0.03 200.7 Manganese mg/L 0.05. 0.010 200.7 COMMENTS: Low pH indicates high corrosive characteristics. YES WATER IS SUITABLE FOR DRINKING PURPOSES FOR PARAMETERS TESTED. �.: Date r z �- Ron Id J. Saa Laboratory D' ctor <=less than >=greater than TNTC=too numerous to count FROM : CAPITAL BLDG & DESIGN PHONE NO. : 508 677 1787 Mar. 06 2003 08:41AM P1 0�.05;2003 «EI> 14:16 F.J1 401 2 4i.10 JLbb J3AOWN DESI N$ INC L (iU';. 0()'3 X:C+.o.•;,�ow:7c6,�2JGl?3duntDoruU1-]-;3]-C4•�07/PSi39OtsC:�_rtn • v a .1 p 1 13 18� -4 UZ Tj 0 - o. ry � ��6 a� •---r—; r]JN3QI5�3?I b1MS1vA C j�I���� '°� �� � !{q�• , � �m Q a �1 ••�_ r .mcxr d.�.--�sa I A I !S�\ Jim CL •` Y Ali / pg �Q HI ILI 445 Asis •. �, ISO K4 9i 100.943f 70AP f'Iln `1,(i PAI 7 r,rn rr.-Ta „liar 7,7 r,e, Zd WdZb:80 200z 90 'SEW L8Z1 ZZ9 80S : 'ON dNOHd TNJ I S9M '8 OC-19 -1Hi I dUD WOdA l FROM : CAPITAL BLDG & DESIGN PHONE NO. : 508 677 1787 Mar. 28 2003 09:00AM P2 )4'25.2003 TVE 16:12 FAX 401 732 .1730 ,JUDD BR(Ay DESIi;N$ IN(,' cVUL'.%uu r + i I � L BgARY r- `r-•..� 205 r ATH i ' 30q ,i 5n 4U HALL 210 ��ra _ CASED OPEM)ND N t rn M M 77N5 PIL1N5Ni5nIAiTOT Ay MImLfTNM6'1 SuecrrtLc a►wantl4i�'S� runeurn5n 20DIM 2SM FLOOR MODIFICATIONS cmnvc mcomArr VALERIO RESIULNCE �340m 711 ALL :sea'tam: KET LU61N'ia�tWr�nme rtrlvncar:ec,rwTfa55mmm an,nn r N® 'm�wwLaa�nrr�'. QJ 'RMV�6YDr9R5Fr�Y Wi . MlgnOtLwa1?�GT.@�7! uauT;us: G3.25.63 Tu»meu maem��wve DIzsIQimS e QFJE6TAN6nerru H5a�ALaLai uciWuvWurclotlw M) limwmrf oa CIL:6 vowipwnis, CVSVLTANTS CI1�11QUf�MA 5 a �31m10k WMAWBNOrift Wluftmii Bos6wo,owwm'sZrR1m srxs�ymmIMAQAM Pbftc'4Q-738.8 lF5u W1.73';4Ta SK.8 Asr�a, Smea5tat3�t5da X ` FROM CAPITAL BLDG 8 DESIGN PHONE NO. : 50B 677 1787 Mar. 28 2003 09:01AM P3 7.1'E 16:12 FAX 401 732 47.730 JUDD BROWN DESIGNS INC 1�j11U1 U 2 w WALL � i 2n GAMMONS ROOM LLL 17 a e 0 ee b ri 8 0 On YTMffGGMiIDiirCi:a7mnN owrcaamc �aJ�u�vau 20D133 aJ�nrte mJ�R9uJu�cnt(6�CT VAL6RIO Rfi$iDENGG ZND FLOOR MODIFICATTGNS .Nr, �(1,iw7R IDLPi7UA:1 Iovrwsr: 1(BT �j' YlAWI1.9r.`d9�dICIN�1� M'� �rp9WJ�0.�FOf LIIQIF97D . '�titManm04St CHNXFdnr7 A!It p �s�.u�r®.wrdwv C ,ytlr,�ua��e}uRpg onreullID: 03-25-03 g �c,��xm�anmrs, �BSIG2�LR6 9 nRwma:nrn CLUBwit Nnl(A �rvr ►aaorrno CONSULTANM� sm�eveu CUUMIQu(C�6a uree��er..�mn:a ss�:�uwu tnouadWJrxiawncmw 617joAmmBo&vwdiVe,,i;kBi42i 4-732 Ph 'm SK.� =-o0113B8�ltac: �te�mr. En�'hiGlA�bdAe ?S ry TOWN OF BARNSTABLE LOCATION Z07*/ , i IV/drilf 5r SEWAGE # // s 3 ?3 VILLAGFC CJ M /Y7 A Q d-r 40 ASSESSOR'S MAP & LOT k INSTALLER'S NAME & PHONE NO.A6 go/?), /�1Lf��y � © 7 c7- � L SEPTIC TANK CAPACITY 16`®6 6 /¢eCOlcf J� LEACHING FACILITY:(type)e./W//-rAAr-' C11,4146XO(sizeye."'K NO. OF BEDROOMS PRIVATE WELL OR PUBLIC WATERAJIS lreh BUILDER OR OWNER DATE PERMIT ISSUED: DATE COMPLIANCE ISSUED• VARIANCE GRANTED: Yes No .% �s a. Ujffv,e4vas 1 M QV G U rG MkIN �o 'lavo&aw-oN le POMP%? G"ni&CA, )'gyp Coq-V1,oN S�11C 1'�Nltr - �/ ��390 No..... � � t= F�s...��. '.............. THE COMMONWEALTH OF MASSACHUSETTS BOAR® OF HEALTH TOWN OF BARNSTABLE Appliratinn for Diripniial Wi nrkii Towitrnr#inn Vamit Application is hereby made for a Permit to Construct (>/.) or Repair ( ) an Individual Sewage Disposal System at: 43`30 flit...N.•-ST ie _... tn..�' Qu L p LOT .� ----••-•.. ...........................••--•--•-•--.............._.. ^ Q^ p ... ... ........ Dal "D r K�Q1C- � Aress �11'X Es� or Lot No. ....... .._ CVl+vlVY1�4�7� tMP3 626�/ 1� -n Address -------_----A-"� '�+ '. ---------------------•-- ...................................•--•-•---..............----••----•-......•................... Installer Address Type of Building Size Lot.l(ap T........Sq. feet �.. Dwelling—No. of Bedrooms----------•>�..............................Expansion Attic ( ) Garbage Grinder ( ) 064 Other—Type of Building -fio!_________________ No. of persons---------------------------- Showers ( ) — Cafeteria ( ) dOther fixtures --------------- ----------------......-----•------....---------------------- !...._...-------•--------••--•-•--------•-•---------•---........ W Design Flow...............1.ld.....................gallons per person per day. Total daily flow......-,2�-- ..........................gallons. WSeptic Tank—Liquid capacity./SrO gallons Length---------------- Width................ Diameter................ Dept ............... x Disposal Trench—No. .................... Width.................... .Total Length.................... Total leaching area....7(.___.........sq. ft. 3 Seepage Pit No..................... Diameter.................... Depth below inlet.................... Total leaching area..................sq. ft. Z Other Distribution box (`x) Dosing tank ( ) Percolation Test Results Performed by-------------------------------------------------------------------------- Date........................................ W Test Pit No. I................minutes per inch Depth of Test Pit-------------------- Depth to ground water........................ 44 Test Pit No. 2................minutes per inch Depth of Test Pit-------------------- Depth to ground water........................ xa - ......:............... ----------------------- I a 1 fi b-3oiV-------•-------•••-•-•••••...0Description of Soil------..2. .... .. . ...... c�w.rL V . W UNature of Repairs or Alterations—Answer when applicable............................................................................................... ••-• -•-•-••••.......•-----•--•......................••-••-•••-•••-••---•-••-•-•...................----.._....... Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of TITLE 5 of the State Environmental Code—The undersigned further agrees not to place the system in operation until a Certificate of Compliance has een issu b the board of health. Signedfb, W�4r . -----------------.-------- ...... i ./ . ....-. DaceApplication Approved By .-- . ... .................... ........................................ Dace Application Disapproved for the following rear ................................. ......................................................................................... ................ ........................................................... ............................... ....--................ .... .--.....-....- Da.ce Permit No. ....: .................�..- .- --------------- Issued..( -.��.. .--...........-.-......-... 'a ----------------------- L-L No_!-- ----- FEE.......Q..O........ ...... THE COMMONWEALTH OF MASSACHUSETTS r /BOARD OF HEALTH TOWN OF/BARNSTABLE Applirtt#ion for Di!ivit!3ul-0.1irks Toutiteur#inn Prrutit Application is hereby made for a Permit ,to Construct or Repair ( ) an Individual Sewage Disposal' System at: 439 .... .0..I�R)N S Q� � . LOT " r' •- ...•.. .... ......•--• I . --- Location DAUlD PAA0EL P0l13bX 6S cvA4 o1AQv to 04A 6 Z637 w .o Address ............... . �� nr r i Installer r Address Type of Building _ , Size Lot..MA4!g?7... Sq. feet ►.. Dwelling— No. of Bedrooms----------1Z-------------------------_._-Expansion Attic ( ) Garbage Grinder ( ) aOther—Type of Building __60:................. No. of persons---................--------- Showers ( ) — Cafeteria ( ) al Other fixtures _______________________________ __ w Design Flow...............110.....................gallons per person per day. Total daily flow....... sq..........................gallons. !' W Septic Tank—Liquid capacity. t'�AQ_galIons Length---------------- Width---------------- Diameter_.._. `..._. Depth.... x Disposal Trench—No. .................... Width.................... 'Total Length.................... Total leaching area_...7`?— _ .sq. ft. Seepage Pit No.--_-_-_.. -_-----.- Diameter--------------_.--. Depth below inlet.................... Total-leaching area?'................sq. ft. Z Other Distribution box O Dosing tank aPercolation Test Results Performed by................................................ =.................. ........................................ Test Pit No. I................minutes per inch Depth of Test Pit.................... Depth to ground water........................ 44 Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water..................... a ----•----------•--- -----------------------------•-----•-•-•-------•••• -------•---•--..._.................................... _s .........:......... O Description of Soil........ W ems... e ----••E S:c. .......•-......... V _ ' U u .................... . .. . �Q a cea:L• - ------ • ...----... _ _... o-S--tf----•-•--------------------------------------•-------------------•.•----........----•----•----------------••.••-------------------------•-----------••••--•••••-•---•••••-•-•..._............_....._...... UNature of, Repairs or Alterations—Answer when applicable.............................................................................................. Agreement:- The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with j the provisions of TITLE 5 of the State Environmental Code—The undersigned further agrees not to place the system in operation until a Certificate of Compliance has been issue-d b the board of health:. a ... - Signed Application Approved By ....✓ i-_!Li//1......� / 1../ 7.. ,�7i ............... tee............p,;._................. ...... ................ .............. Application Disapproved for the following reaso.. ................. i ....................y................................�""''-- -....-------- . ---- ------ ---- ...... ---....................... ................. ..............----- '--......- Dare -- ........Permlt No.". I ..(�.....�............." ..���........ ..._ Issued ............ .�..�.e......... ........................... THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH TOWN OF BARNSTABLE 5 (VIlertifirate of vIImplianre THIS IS TO CERTIFY, T.at the Individual Sewage Disposal System constructed ( ) or Repaired ( ) b . ... .. --------------------------- --- --------------------- - ------------------- 11 at .....1-.�.., ��.q..O.------- (.!�!- /..-` '-...y-J -. . ... �4.t��...�1. has been instailed in accordance with the provisions of TITLE olf-The Sfax nvironmental Code as described in the application for Disposal Works Construction Permit No. dated ......_. THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE SYSTEM WILL FUNCTION SATISFACTORY.. 9 � " � DATE....... _,�...,y.. ,....?_ �..._j.�L��..r....... ...........:.... r� ..............._ Inspect -._ . . .......-<�.-� r. �..... .. .....�� .1.." THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH { TOWN OF BARNSTABLE FEE-_ �in�nottl nr�n �nnn#r�r#iniT �rrmi# Permissioni hereby granted------------------------------------- ----••---------------------------------------------•------- ............. ...... to Construct ) orYepatr ( ) an Indi ideal Sewage-'Pi�spos ys /`j-� � /1 n at No... f / .l-1�_.11��...5 �.�.�.s««t( V a. .....-----•---•................ - 9;; 4,00,41 as shown on the application for Disposal Works Construction Pe mr it No.?__.___r __._ ated-c_......... /I / Board of Health DATE..........................-.�)-�-•;--�------------------------------- FORM 36508 HOBBS Q WARREN.INC.,PUBLISHERS t ff ACCESS COVERS MUST BE Wl THIN 24 ACCESS COVER TOIry ve, l/8„ PER FOOT 12 OP.FINISH GRADE FINISH GRADE FOR f 22.00 MIN. SLOPE PUMP CHAMBER FIRST 2' TO TEE 8E LEVELVENT 1 . MIN. 2* OF /. ... ti 4" PVC PEAS TONE !8" " SCHEDULE 4 o 2' S 40 J 17 5 35.90 r 2 F,. V . . ♦ sx,Js z 3/4 t h/ . ` DIA - ♦ 9 OUTLET - 4' 9'4'X 8• WASHED STONE sx ►e .. _ G j f ♦L--''�" +,^ r1 cr sx r4 /O' 1500 MIN. GAL PUMP CHAMBER D-BOX LEACHING CHAMBERS L �•a { 1 SEPTIC TANK H-20 16'W X 44'L X /2•D CIL el H-20 PROFILE: NOT TO SCALE Top 8 ��.- / ♦ x !J ! ` '�vw • r.,.,, �\ ♦♦ ♦♦ ,9 SALT MARSH - DEM N RESTR 1 CTED RESOURCEAREA LOCUS MAP , C t � S AL BANX�d� s AL .7,_\��,,�\\ \ `�♦ ��`r'y';.: • SCALE; ! -2083 S.F. 16 -l_ _\ p�A \ 6� t t ♦ „• r \COASTAL 3 �'• 18' •,, ♦ \ 1 d.\ ♦♦` x 1 FLOOD ZONE A3 GENERAL NOTES : (EL �- m / � �� \ COASTAL\8Axi 1. THIS PLAN I S FOR THE DESIGN AND a �r \ �\ /. ♦ \ 1 t ax 10 CONSTRUCTION OF THE SEWAGE DISPOSAL a I ♦\ - ,��, y!'i \ • ♦ t 1 1lei t g+ ♦ ! !COASTAL► �- SYSTEM AND WETLAND PERMITTING PURPOSES 24, t r ! �- o �� ♦♦ O" ' ONLY. - m 8°•* To 1 ^ ! 17 'Al ° / ♦ ?f�i,,.A. a ♦ u 4oA �, 2. ALL CONSTRUCTION METHODS AND 1 I $�as ! i , l +,;l�� %stnv •t f .��� e` DESIGN CRI TERiA : MATERIALS FOR THE SEPTIC 'SYSTEM ( q ! I j ! SHALL CONFORM TO MASS. D.E.P. f i i' i I f� ,��� •2 // �, COAsANX /o ` � TITLE 5 AND LOCAL BOARD OF HEALTH I \ j i (' ,> ,'ems 1 / DESIGN FLOW: REGULATIONS. r ti t a- i ► I { �`F� ---""` , �� \\ sx S �EDR0oM5 AT 1 10 G. P.D. PER J. ALL SEPTIC SYSTEM COMPONENTS LOCATED ! �S�►. r:: j " � 1 z 7.I VW ♦y AT eANK 9 t- BEDROOM EQUALS G. P.D. UNDER AREAS SUBJECT TO VEHICULAR TRAFF/C ' ►.� �� v •; j // / !. ! \ 1 4j `! / /,./ ` / / / Bvw r 1.s =i su e OR GREATER THAN 3' IN DEPTH SHALL BE o }� / / 1 NO c �g // // / `'1 1 ° GARBAGE GRINDER CAPABLE OF WITHSTANDING H-20 WHEEL LOADS. / ,Y,� ! / // I500 GAL l �"/' ,/J . ,' / j \� COASTAL DANx Is it , 4. ALL SEWER PIPE SHALL BE SCHEDULE 40 SEPTIC TANK 2 / ti //' / .1 it /! ! � a ii SEPTIC TANK REQUIRED: t OR APPROVED EQUAL. H-20 1 % g/ t 1 yr .�/ // ,! 241 '' a 550 G. P. D. X 750x - 825 GAL. COASTAL BANX 7e 1 `1 1 t;r" ! ! , 8.v,M ! 1 1 SEPTIC TANK PRO V/DED: 1500 GAY. " 5. SEPTIC TANK. PUMP CHAMBER AND D-BOX TO BE PUMP CHAMBER - 1 1 ! 1 ! ! ! ,/ / / /�/ ! / ,1 A WATERTIGHT AND PLACED ON LEVEL STABLE BASE. H-20 1 I ! j l N / / % I / / \ 1 I ! ! t / ! / l ♦ ♦ SIZE of LEACHING FACILITY REQUIRED: 6. ALL UNSUITABLE MATERIAL TO BE REMOVED FORA N N/F 1 awl l l t! t t ! ♦♦ ♦♦ \, `♦ s .9 . 550 c� �;i { ► 2/ ! ! ! ♦ ♦ ♦ ♦ ' G. P. D. D I STANCE OF TEN FEET AROUND THE LEACHING FACILITY !/ 1 1 I / t!v w, y:;,4♦ ♦ \ \ ♦ 6 T �2A� s ?�' \ t I I I I ► �/ rJ. ! ♦ ♦ DESIGN PERC RATE - MiN/INCH DOWN TO THE FINE SAND LAYER AND REPLACED WITH S9S� 1 1 I { ! i ! �' �' / ♦♦ cOAs L BANIc ♦ � �� c t `I III u / .' ! .� �° I ♦ SARNSTABLE HEALTH REGULATION l . 14 , CLEAN SAND I N ACCORDANCE W!TH T/TL E 5. � \ \` i t i I t I 1 I ' / / � ! /♦♦ � \\ 1 � ' 6.0 7. BEFORE CONSTRUCTION CALL •DiG-SAFE'. �'a, . P 1 PIZOPdSE� { III / / V. ffo.s \\ i t t \ PROVI DED: 9`4X8 LEACH CHAMBERS W14' #' l-800-322-4844 FOR LOCATION OF ` 1 t t sibAj i i III BVW •T ! \\ \ / 1 t t I •s \\ sB i 1 VALL ' 1 I \ \ \ , ♦ STONE. 16'X 44 'X 12 OVERALL UNDERGROUND UTILITIES. I / ♦ . ' t i \ ! ♦ ♦ AA - (16+�1 ) X (44+1) - 765 SF �� I 1 N { i i t \ 1 \ \ 1 / �� ♦ ♦ u4 8. VERTICAL DATUM J S: NGVD :o t I 1 I I t \ \ \\ \ .ico sTAL eaKK s \ •1 765 X 0. 75 GI SF/D - 574 GPD \\ ��\ I � { I { i \ \ \ \ , !♦��,,I tt ' \t \\ 74 GPD ) 550 GPD OK 9. FOR BENCH MARKS SET. SEE SI TE PLAN. Q3 \ / t ti0 1 �� i { 1 \ \ svy \ \/I0!,X\ •' ! / \ t \ SM J l0. BENCH MARK USED: TOWN OF YARMOUTH MON 0l `ELEV.- 10.87 NGVD. / s 1 / / / B.1 , Mo. ` `- ---' COASTAL BANK` vr` F 2.5 11. SALT MARSH. COASTAL BANK AND BORDERING !! j ! v !/ !! /j!/ t i 8.v.r, MO• VEGETATED WETLANDS DELINEATED BY CAPE /," / Py�PO , 0,w/ / i/ t I 1 ,I !.` S 0 / / % ! / 0.1 1 1 �, _- , N sM 2 ENVIRONMENTAL ASSOCIATES. /,1 !! / ! i ! !�!/"�� 010 1 B.v.P- n►O. B.V. •Ko l.7 �%-+r o.J'/_, a 'G• •4 . B.V.w. N0.!o Ko.17 ! / / , ! /! /' t ♦� �TAL BANK \ 12. STAKED HAYBAL ES AND/OR. S I L T FENCE TO b der !! ! ! ,/ ! / ! / BE PLACED ALONG THE WORK LIMIT LINE r' ! !/ /� '/ ! / 1 / , / Vw •Ir LOT I l `}o.s \ \ TO PREVENT SILTATION OF THE WETLAND ,n� k // cogs BANX 2 ♦♦ •N \ UPLAND I t8�086 f �•F, o.s B�`•N• 41 DURING CONSTRUCTION. s ` ! :�` 1 j /' j / j ! j \ 0 8.V.w. No.la 1o.J /�� '� // t i :% // /' ; �, WETLAND: 47659 + 51,F. h COASTAL 8ANK J /J. ALL ROOF RUNOFF TO BE DIRECTED TO 1 .� 1 i ! / / I " \TOTAL 165867 f S1F. GUTTERS DOWNSPOUTS AND DRYWELLS• 1 b� s 1 1 ► t 1 I /t.o \ 1 k ! • 1 H 1 f V.V. N0.1-J\ ( tr 1\ o, �s I ti� / ! 1 •I t i ` I h ,! \ .,::: -- .V.w. NO.Is SEE 1��7\'E 6 r � ' � i I i z, - - SOIL TES T P i T DA TA ♦♦ 1 t I , 1`, 1 t \\ \ \ \ !o s �i�i i' �/ �.. /i---- INDICATES (7 INDIC,QTES 1 \ \ \ iRES s:W. NO.1-2 \\ �♦ ///..v!irO!rl �� /' �/ TESPERCOLATION GROOBSUNDWATER \ t I i \ \ \ \♦ e.V.W. No a. ��-'•' .' T.P. _ T.P.* 2 T.P. 3 D-BOX \ l I t \ \ \ ♦ ♦ - M._�re �It' ��� ��' e► \\ \ ` g \ \ \ \ \\ ♦` ♦.,.a .►�'�t/ k' �/ �� i-/ - GRND ELEV. 39.5 GRND ELEV. 34.5 GRND ELEV. 31.0 �\ 1 1 1 ! •+�. \ \ \\ ♦� \� 1.2 ~ l:• ,1��' /,'.- G.W. ELEV. N/A G.W. ELEV. N/A G.W. ELEV. 23.5 gar/ \� 1 1 / �3a •, 1 \ \ \ V,r,�(,ro.J .-V.w. NO � ' ' - � . , \\ ♦♦ 'a.V Nq 2 ` Z.2/ ��,._ - ' „ 1 SB t \ e ♦ \ \ \ vrw: No: r /20 ��� �� �� _ TOPSOIL TOPSOIL TOPSOIL FAD T 1 `_� ♦♦ \ \ \ \ / !/ /r �.- '/�, '� ' /�� ��' -- SUBSOIL SUBSOIL SUPS01L \ �♦ ♦ \ \ \ \ / / ^------ - CLAY 31 \ 36.5 .9-D FL40WDIFFUSORS ,may � . -- ♦ ♦ \B.a W. NO.2 �.v 2a/ / W/4 STONE. 44'X 16' O.A. P, r �` ♦♦ ♦\ \ \ \ !/ J/ !�! i' �i' �/i /�, /,\ 27.d S ♦ `�� A J ♦♦ j \I 1 � ,,� FINE 5• 29.5 MEDIUM VENT \\ !/ \�� \\\ ..i �4t ► t 1 1 / j % // ! �. ' // �� SAND SAND FINE ! ✓ i -,` `` i ♦♦\ '` ; . 1-. I i 8.,v.w.'No.�?J e.y/w.�Iw.2y*/ !! /! --.• / �� SAND 7.5' - 23.S _ �jL'�• � \ ♦ �"` ,•' ! / � ! ay`'F !! fl. / ,�q ! ! ��,,' �,.� j 30.S CLAY CLAY O 24.5 /.�. 21.0 CLAY / ! ! NO WATER NO WATER 9s� / ` /t%.r. N0. 4 e.V.!. ,. �� DA TE:MARCH 22. 1994 �� !' i i !''b �NT�`/o N%r TEST BY: STEPHEN HAAS /�Y•s C.� WITNESSED BY: ED BARR Y ;I / ! , / / / ! q PERC RATE: t 4 MIN/INCH / / 1' `l.'r ♦ ' 0.V,V. 23 oat 01 .01 Ile V POLE /r - , PUMP SYSTEM NOTES PUMPS (2) TO BE MYERS RESIDENTIAL SEWAGE PUMP MODEL SRM4 OR EQUAL. r��-^'� �/'$TEST HOLE 2. THE PUMPS SHALL START AND STOP AT THE ELEVATIONS SHOWN. LOT 2 \- r-' 1 THE MANUFACTURER'S SPECIFICATIONS AND TITLE V REGULATIONS, _. ELL MASS DPW DRAIN EASEMENT 1 ' �j j j f °yO°a"E �i �i t PUMP DISCHARGE SHALL BE 2 INCHES. PUMP SHOULD BE ABLE TO BE 957/31 �I 1 s d6. -,! ! // t/ \ D I SCONNECTED AND L/FTED OUT OF THE PUMP CHAMBER BY THE LIFTING CHAIN W/THOUT HAVING To ENTER THE PUMP .CHAMBER. TEST HOLE \ t / / FLAG t 1 4. THE ALARM SHALL START AT THE ELEVATION SHOWN AND BE 1 ! ! \ \ \ ��/S `�'c / i \\ i I t! % \ 1 t POWERED BY A CIRCUIT SEPARATE FROM THE PUMP POWER. /'­% .01 24'DIAK Is, PIPE .01 UK 0 4' PVC INLET oUPLING 2" PVC 0 UTLET MERCURY FLOAT 1 AD �., �� �� ! / 1 I t t \ } SWITCHES �ry C5 ♦\ �\ .. !-.. �..` NT STR� Z \ t / ALARM ON _IS.90 LIFTING 4 \ \\ 1 \ ! 1 1 LAG PUMP ON CHAT r ,h\ �*..` �\ *. j KTER 8TRrex 5t \ \ ! I I LEAD 14,9 , h 41/ ` - �� EOOE T .. •- -` EDGE 5 \ `E`» t \ 1 ; I / PUMP ON CiyAc, Ali.__ \. �`:�. //- ,EOSE'es ♦ `� S �� �\ ' 2-PMPS PUMP OFF 13.40 610 ti Fl e• PIPE`'\ t % % I ! l 1 % rxv-Jz.S\\ `ED� i ! ; PUMP DE TA / L :Nor TO SCALE v USING 1000 GAL. SEPTIC TANK EDGE 1 /► / i l 1 ! .F.D�E 2 ! ,'';'% S TE P L A N 0 L A MD r ! w- L�l4.73• ' 1 / R-1058..7s• �♦`\ ///!/f//// a� i PAVED,DRIVE v te. OPENING IN `♦\\ // %!/ �a * ! STONE WALL - RA R ! V S TA 8 L . "A • COH 25.93• ClJMMA Q U 1 CAT exsJ N 72 41 '37'W ♦ I ! y STA 43Dftd. PC-STA 4J4.3f►.e9 STA 43#•14.00r`� i►q �``\ /-/ ! 1 *w� a, Y. . i/, /�/4 /Q E� /�f�R � SCAL E : / - 40 APR / L 6 . / 994 REV / SE-D APR / L 22 , / 99 STA 441.14 .� { �\pN CD"\�C• R E V / S ED : ,J U/VE 9 . ! 9 9 4 NS W p,Y 16 5�, t �ERnMUN\cp,­ t002601 L".4 BI: N`G'I Zip G� w\s, 4 I ® .5"e cz .0 0 r or L srA 442.as,e \1Y A ��1.117 : 4422 0 20 40 80 432 -- v.3 .3 .3 FjOB NO: 93-376 FiELD:CF'W/RVB CALC; SAHICFW CHECK: C, ORN: SAH