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0079 PIONEER PATH - Health
79 Pioneer Path A=128-004.015 West Barnstable .n l No. 4210 1/3 BLU 71 pandc ESSE LTE 10% O 0 m O CERTIFICATE OF ANALYSIS Page: 1 Barnstable County Health Laboratory Report Prepared For: Report Dated: 12/14/2006 Jennifer Bright Order No.: G0639049 80 Pioneer Path W.Barnstable, MA 02668 Laboratory ID#: 0639049-01 Description: Water-Drinking Water Sample#: Sampling Location 80 Pioneer Path,W.Barnstable,MA Collected: 12/13/2006 Collected by: J.Bright Received: 12/13/2006 Routine ITEM RESULT UNITS RL MCL Method# Tested Nitrate as Nitrogen 3.5 mg/L 0.10 10 EPA 300.0 12/13/2006 Copper BRL mg/L 0.10 1.3 SM 3111E '12/14/2006 Iron BRL mg/L 0.10 0.3 SM 311113 12/14/2006 Sodium 14 mg/L 1.0 20 STd 311113 12/14/2006 Total Coliform Absent P/A 0 0 SM9223 12/13/2006 Conductance 280 umohs/cm 2.0 EPA 120.1 12/13/2006 pH 7.3 pH-units 0 EPA 150.1 12/13/2006 Water sample meets the recommended limits for drinking water of all the above tested parameters. Approved By• (La irector) r q: n71 r Cr C� rn c� 5 MCL=Maximum Contaminant Level RL = Reporting Limit Superior Court House, PO.Box 427, Barnstable, MA 02630 ?h: 508-375-6605 � ink l�' � f 3� � No.W- - Fee- 130ARD OF HEALTH TOWN OF BARNSTABLE 0(pplication-*r Vell (Conotructionpertnit Appli t* hereby madeAlter ( V', c='�( )an midi'dual Well at: ,Nq n e7i CoC t ( I( rcv j ------- Assessors Map I tion — Address f ap 'llmnu Owner Address - --- ------------------------------------------- Installer Driller Address Type of Building Dwelling Other - Ty e of Building No. of Persons----------------------------of Well Purpose of Agreement: The undersigned agrees to install the aforidescribed 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/of Compliance has been issued by the Board of Health. Signe A Application Approved By ate at I 4d7 Application Disapproved for the following re ns:-- date Permit No. A) _L%/�" Issued fdate BOARD OF HEALTH TOWN OF BARNSTABLE (tertificate Of COMPhantC 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 Br gf He P ell Protection Regulation as described in the application for Well Construction Permit THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE WELL SYSTEM WILL FUNCTION SATISFACTORY. DATE------ Inspector —----------------------- No.� � - Fee-- - BOARD OF HEALTH TOWN OF BARNSTABLE zipplication forVell Con$tructionPermit Appli t'on ' ereby made f p rmit,t Constr ct ( ), Alter ( 0 ep ' ( )an individual Well at: L tion , ddress� Assessors Map an Parcel 'yen - _-- - --—— f=_ — — -- ------- Address tn ---- -------------------------- - - ------ - - Installer — Driller Address Type of Building Dwelling --- -- - --- - Other - Type of Building---1----------- No. of Persons------------------------t-- Type of Well—___-_-� --------- Capacity--------------------------------- Purpose of Well-------- —--------- Agreement: s 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 .of Compliance has been issued by the Board of Health. Signed - - -- - Approved — - --�� ��''`-� Application App B y � ' y — Al/a date Application Disapproved for the following re ns: -------- --------- - - -- ---------------- - date .r 'fTJJ/J 4 Permit No. --- ---- Issued------ -- -- -- - - BOARD OF HEALTH TOWN OF BARNSTABLE Certificate Of ComPhance 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 B and of Heal� PrivV-1. ell Protection-- , -Regulation as described in the application for Well Construction Permit No.�� ---- at --------------- THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE WELL SYSTEM WILL FUNCTION SATISFACTORY. DATE----------------— — - -- Inspector------------------------------------ -- BOARD OF HEALTH TOWN OF BARNSTABLE ell Congtruct ion Permit NO. 1, 9) �7iq oFee clep f i, Permission is hereby granted to Co st ct ( , Alter r Repair ( ) an Individual Will at: ------------------------------- 1 f Street r as shown on,he a lication for We Construction Permit / ,.- ^--- ---No.-„ ------- Dated--�� f �-------------------------- Board of ealth DATE____�;� —7----- ----- "`✓✓✓ .of e Page: CERTIFICATE OF ANALYSIS 1 Barnstable County Health Laboratory Report Prepared For: Report Dated: 07/26/2002 Order Number: G0216173 Phillip Kenney 79 Pioneer Path West Barnstable, MA 02668 Laboratory ID#: 0216173-01 Description: Water-Drinking Water Sample#: 16173 Sampling Location: 79 Pioneer Path West Barnstable MA Collected: 07/23/2002 ollected by: P Kenney Received: 07/23/2002 Routine ITEM RESULT UNITS 1!1jDL MCL Method# Tested LAB:IC Lab Nitrates 0.7 mg/L 0.1 10 EPA 300.0 07/23/2002 LAB:Metals Copper 0.2 mg/L 0.1 1.3 SM 3111E 07/25/2002 Iron 0.1 mg/L 0.1 0.3 SM 3111B 07/25/2002 Sodium 14 mg/L 1.0 20 SM 3111B 07/25/2002 LAB:Microbiology Total Coliform Absent P/A 0 Absent P/A 07/23/2002 LAB: Physical Chemistry Conductance 123 umohs/cm 1 EPA 120.1 07/24/2002 pH 7.1 pH-units 0 EPA 150.1 07/24/2002 Note: Water sample meets the recommended limits for drinking water of all above tested parameters. Approved By: (Lab Director) 7/z6/2007 Superior Court House, PO.Bog 427, Barnstable, MA 02630 Ph: 508-375-6605 L r C TOWN OF BARNSTABLE L3CA0jN SEWAGE # •VILLAGE -►i ASSESSOR'S MAP&LOT 1' �G P�(5� INSTALLER'S NAME&PHONE NO. (/'V�► j SEPTIC TANK CAPACITY LEACHING FACILITY: (type) ��t-T�`t r cr2� (size) _4- NO.OF BEDROOMS 3 BUILDER OR OWNER A—(Z PERMTTDATE:_ 7 COMPLIANCE DATE: 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 r No. 9 7- Fee THE COMMONWEALTH OF MA9'SACHUSETTS Entered in computer: Yes PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE., MASSACHUSETTS Zipprication for Mfgpogaf *pgtem Congtructfon Permit Application for a Permit to Construct( Repair( )Upgrade( )Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot No. "l o� ,'�l OIUGBY- p Owner's Name,Address and Tel.No. /� Assessor's Map/Parcel 1 „ `p �b iz�- 0,P_(h e N rl Installer's Name,Address,and Tel.No. "V Designer's Name,Address and Tel.No. Type of Building: Dwelling No.of Bedrooms Lot Size sq. ft. Garbage Grinder( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flows gallons per day. Calculated daily flow 3 �� gallons. Plan Date Number of sheets Revision Date Title Size of Septic Tank Q Ict SC i L- p Type of S.A.S. I '��CK o�i r� .!!-4D LT—N-90 Description of Soil r 0 S n".0 in on Nature of Repairs or Alterations(Answer when applicable) �'w-STD\` YL �b� •^�)r-T W+til2'r (Z&—e +4 [."A 4' sx-over&.V"t b LJ VL ;,- Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of t Environmental nd not to place the system in operation until a Certifi- cate of Compliance has been issued d 7. /dU QQ Signed Date ` -77 Application Approved b Date Application Disapproved for the following reasons Permit No. ; Date Issued �- � t No. l A 7'� �f j Fee ,THE COMMONWEALTH OF MA ACHUSETTS_,1 Entered in computer: Yes PUBLIC HEALTH DIVISION -TOWN.,OF BARNSTABLE., MASSACF USETTS ZIPPrication for Migogal *p!tem Construction Permit-' .' Application for a Permit to Construct( Repair( )Upgrade( )Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot No. "1"k P-t pNce it � µ W 2Q0 Owner's Name,Address and Tehr4u. -Assessor's Map/Parcel 1 .' ft•.Y4 I by 1� R MT i Installer's Name,Address,and Tell.No. Designer's Name,Address and Tel.No. Type of Building: f' Dwelling No.of Bedrooms Lot Size ! sq.ft. Garbage Grinder( ) Other Type of Building }, No.;of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow ? ,.gallons per day. Calculated daily flow 3 '-1 t o gallons. Plan Date Number of sheets Revision Date Title Size of Septic Tank 42 K- Si'i r-� 1000 9►a.` -_d Type of S.A.S. 11, J Description of Soil dBB c ;�,`n Nature of Repairs or Alterations(Answer when applicable{) 4►!L Cie(,>`rJ,\-"C uA` K-t- �T—'3 =w�c►.ir�.�GYiS i.- 1 At STD". 6..yo"t-0 l!4 it tlVt-mac/ Date last inspected: 'Agreement: ' The undersigned agrees to ensure the construction and maintenance of the'afore described on-site sewage disposal system in,accordance with the provisions of Title 5 of th Environmental Codelrid not to place the system in operation until a Certifi- cate of Compliance has been issued b B d ofI al Signed X ` Date q d9 71 Application Approved b _ 4V Date 41.,_ .. Application Disapproved for the following reasons Permit No. A Date Issued .� r THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE, MASSACHUSETTS Certificate of Compliance THIS IS TO CERTIFY that the On-s' Sewage Disposal System Constructed( )Repaired (Upgraded( ) Abandoned( )by A-S at =C,i_0 1 0"r e r P v4-T W 9._j 1�rA-2v-A_ has been constructed in accordance with the provisions of Title 5 and the for Disposal System Construction Permit No.9 57,A., &dated , - Installer Designer The issuance of this permit shall not be construed as a guarantee that the system will function as designed. Date / Inspector V , THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION - BARNSTABLE., MASSACHUSETTS Mi2;poga1 *p.5tem Construction Permit Permission is hereby granted to Construct( 6ift Repair�( 5,- p rade( )Abandon( ) System located at a {C 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 t'y' t�'rmit. r W Date Approved Vel C �I NOTICE: T11is Fonn is to be used for the Repair of Failed Septic Systems Only CER I IFICA TION OF SKETCH AND APPLICATION FOR A DISPOSAL NVC)RU CUNS'I'IZUM)N I'EIZMI'I' (wI1'IIUU r llESIGNED PLAN hereby certify that the application for disposal works construction permit signed by the dated 4/-0)?`�� , concerning the property located at 7`7 �0t G°`e-« ®4v-rf meets all of the following criteria: • There are no wetlands within 300 feet of the proposed septic system f . There are no private wells within 150 feet of the proposed septic system U!0 The observed groundwater table is 14 feet or greater below the bottom of the leaching facility There is no increase in flow and/or change in use proposed �• There are no variances requested or needed. SIGNED DATE: `� a LICENSED SEPTIC SYSTEM INSTALLER IN THE TOWN OF BARNSTABLE NUMBER [Attach a sketch plan of the proposed system.Also if the licensed installer posesses a certified plot plan, this plan should be submitted]. j:ccrt I Uc2 C- TOWN OF BARNSTABLE L D�T1� SEWAGE # OCATION ASSESSOR'S MAP &LOT 06 5 VILLAGE ►A., INSTALLER'S NAME&PHONE NO. BA, 0 ". - SEPTIC TANK CAPACITY C� rSi�-- >tLY' `�'?/r�`.� LEACHING FACILITY: (,type) �j�l r t T✓°►r c�cs (size) NO.OF BEDROOMS BUILDER OR OWNER la'(Z Y wT i PERMIT DATE: '� �- • y 7 PLIANCE DATE:COM --�� 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 Feet on site or within 200 feet of leaching facility) Edge of Wetland and Leaching Facility(If any wetlands exist Feet within 300 feet of leaching facility) Furnished by Q o � i / !d; Commonwealth of MOS=hUsetts Jofm Grad Executive Office of Environmental Affairs D.E.P. Title V Septic ItLspector Department of P.O. Box 2119 Te Environmental Protection aticket, (50 41 �cE E iO SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM FEa PART A 199 CERTIFICATION 4 , � Property Address: 79 Pioneer Path W. Barnstable Address of Owner: Date of Inspection:1123197 (If different) 0 V Name of inspector:John Gracl Armentl 6 Company Name,Address and Telephone Number: 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: _ Passes This inspection is based on criteria defined in Title V _ Conditionally Passes code 310 CMR 15.303.My findings are of how the system is performing at the time of the Inspection.My Inspection does _ Needs Fu her valuation By the Local Approving Authority not Imply any warranty or guarantee of the longevity or the X Falls septic system and any of its components useful life. Inspector's Signature: A Date: 2117197 The System Inspector shall submit a copy of this inspection report to the Approving Authority within thirty(30)days of completing this inspections. 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. INSPECTION SUMMARY: Check A, B,C,or D: A] SYSTEM PASSES: _I have not found any information which indicates that the system violates any of the failure criteria defined as in 310 CMR 15.303. Any failure criteria not evaluated are indicated below. B] SYSTEM CONDITIONALLY PASSES: _One or more system components need to be replaced or repaired. The system,upon completion of the replacement or repair,passes inspection. Indicate yes,no,or not determined(Y, N,or ND). Describe basis of determination in all instances. If "not determined", explain why not.) _ The septic tank is metal, 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 conforming septic tank as approved by the Board of Health. (revised 11115195) One Winter Street • Boston,Massachusetts 02108 • FAX(617)556-1049 • Telephone(617)292-5500 1 SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A CERTIFICATION (continued) Property Address: 79 Pioneer Path W.Barnstable Owner: Armentl Date of Inspection:1123197 _ Sewage backup or breakout or high static water level observed in the distribution box is 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 leveled or replaced _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 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 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 a 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 APPROPRIATE)DETERMINES THAT THE SYSTEM IS FUNCTIONING IN A MANNER THAT PROTECT THE PUBLIC HEALTH AND SAFETY AND THE ENVIRONMENT: _ The system has a septic tank and soil absorption system and is within 100 feet to a surface of water supply or tributary to a surface water supply. The system has a septic tank and soil absorption system and is within a Zone 1 of a public water supply well. The system has a septic tank and soil absorption system and is within 50 feet of a private water supply well. _ The system has a septic tank and soil absorption system and is less than 100 feet but 50 feet or more from a private water supply well,unless a well water analysis for coliform bacteria volatile organic compounds indicates that the well is free from pollution for that facility and the presence of ammonia nitrogen and nitrate nitrogen is equal or less than 5 ppm. 3) OTHER D] SYSTEM FAILS: _ I have determined that the system violates one or more of the following failure criteria as defined 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. Backup of sewage in facility or system component due to an 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 cesspool. X SAS is in hydraulic failure. (revised 11115195) 2 SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A CERTIFICATION (continued) Property Address: 79 Pioneer Path W.Bam stable Owner: Armentl Date of Inspection:1123197 D] SYSTEM FAILS(continued) 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 1/2 day flow. Required pumping more than 4 times in the last year NOT due to clogged or obstructed pipe(s). Numbers of times pumped Any portion of the Soil Absorption System,cesspool or privy is below the high groundwater elevation. Any portion of a 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. 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: The following criteria apply to large systems in addition to the criteria: _ 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: 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 II of a public water supply well) The owner or operator of any such system shall bring the system and facility into full compliance with the groundwater treatment program requirements of 314 CMR 5.00 and 6.00. Please consult the local regional office of the Department for further information. (revised 11115195) 3 SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART B CHECLIST Property Address: 79 Pioneer Path W.Barnstable Owner: Armentl Date of Inspection:1123197 Check if the following have been done: X Pumping information was requested of the owner,occupant,and Board of Health. X None of the system components have been pumped for at least two weeks and the 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. rda As built plans have been obtained and examined. Note if they are not available with NIA. 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. X The size and location of the Soil Absorption System on the site has been determined based on existing information or approximated by non-intrusive methods. X The facility owner(and occupants,if different from owner)were provided with information on the proper maintenance of Sub- Surface Disposal System. (revised 11115/95) 4 SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION Property Address: 79 Pioneer Path W.Barnstable Owner: Annentl Date of Inspection:1123197 FLOW CONDITIONS RESIDENTIAL: Design flow: 330 gallons Number of bedrooms: 3 Number of current residents: 100 Garbage grinder(yes or no): No Laundry connected to system(yes or no): Yes Seasonal use(yes or no): No Water meter readings,if available: n1a Last date of occupancy: n1a COMMERCIAL/INDUSTRIAL: Type of establishment: nla Design flow:9 gallons/day Grease trap present:(yes or no) No Industrial Waste Holding Tank present:(yes or no) Nu Non-sanitary waste discharged to the Title 5 system: (yes or no) No Water meter readings,if available: rda Last date of occupancy: Na OTHER: (Describe) n1a Last date of occupancy: GENERAL INFORMATION PUMPING RECORDS and source of information: System was last pumped one year ago. System pumped as part of inspection:(yes or no)No If yes,volume pumped: 9 gallons Reason for pumping: nla TYPE OF SYSTEM x Septic tank/distribution box/soil absorptions system Single cesspool Overflow cesspool Privy Shared system(yes or no) ( if yes,'attach previous inspection records,if any) Other(explain) APPROXIMATE AGE of all components,date installed(if known)and source information: 1989 Sewage odors detected when arriving at the site: (yes or no) No (revised 11115195) 5 SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION(continued) Property Address: 79 Pioneer Path W.Barnstable Owner: Annentl Date of Inspection:1123197 SEPTIC TANK: x (locate on site plan) Depth below grade: 2" Material of construction:x concreate_metal_FRP_other(explain) Dimensions: L 8'6'H 5'7"W 4'10" Sludge depth:3" Distance from top of sludge to bottom of outlet tee or baffle: 24" Scum thickness:2" Distance from top of scum to top of outlet tee or baffle:6" Distance form bottom of scum to bottom of outlet tee or baffle: IV 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 system every one to two years for maintenance. GREASE TRAP:_ (locate on site plan) Depth below grade: n/a Material of construction: _concrete_metal_FRP_other(explain) Dimensions: n►a Scum thickness:n1a 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: nla 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.) nla (revised 11115195) 6 SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION(continued) Property Address: 79 Pioneer Path W.Barnstable Owner: . Armentl Date of Inspection:1123/97 TIGHT OR HOLDING TANK: (locate on site plan) Depth below grade: n1a Material of con struction:_concrete_metai_FRP_other(explain) Dimensions: n1a Capacity: n1a gallons Design flow: n1a gallons/day Alarm level: rda Comments: (condition of inlet tee, condition of alarm and float switches, etc.) n1a DISTRIBUTION BOX: X (locate on site plan) Depth of liquid level above outlet invert: Liquid 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.) Distribution box is structurally sound. PUMP CHAMBER: (locate on site plan) Pumps in working order:(yes or no) Comments: (note condition of pump chamber,condition of pumps and appurtenances,etc.) n1a (revised 11115195) SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION(continued) Property Address: 79 Pioneer Path W.Barnstable Owner: Annentl Date of Inspection:1123197 SOIL ABSORPTION SYSTEM (SAS):X (locate on site plan,if possible;excavation not required,but may be approximated by non-intrusive methods) If not determined to be present,explain: n1a Type: leaching pits,number: 1,000 gallon leach ptt leaching chambers,number:n1a leaching galleries, number: n1a leaching trenches,number,length: n1a leaching fields,number, dimensions:n1a overflow cesspool,number:n1a Comments:(note condition of soil, signs of hydraulic failure,level of ponding, condition of vegetation, etc.) The leach pit is past the effective depth of leaching The system is in hydraulic failure. CESSPOOLS:_ (locate on site plan) Number and configuration: n1a Depth-top of liquid to inlet invert: n1a Depth of solids layer: n1a Depth of scum layer: n1a Dimensions of cesspool: n1a Materials of construction: n1a Indication of groundwater: n1a inflow(cesspool must be pumped as part of inspection) n1a Comments:(note condition of soil, signs of hydraulic failure,level of ponding, condition of vegetation, etc.) nla PRIVY:_ (locate on site plan) Materials of construction: n1a Dimensions: n1a Depth of solids: n1a Comments:(note condition of soil, signs of hydraulic failure,level of ponding,condition of vegetation, etc.) n1a (revised 11115195) 8 SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION(continued) Property Address: 79 Pioneer Path W.Barnstable Owner: Armentl Date of Inspection:1123197 SKETCH OF SEWAGE DISPOSAL SYSTEM: include ties to at least two permanent references landmarks or benchmarks locate all wells within 100' Q U AA '46 A6 iL �C- 6A DEPTH TO GROUNDWATER Depth to groundwater:12 feet method of determination or approximation: USGS Maps and Charts (revised 11115195) 9 TOWN OF BARNSTABLE LOCA' N p �f piD�1 P� SEWAGE VILLAGE 6L C-A/ Q�C ASSESSOR'S MAP 6i LOTPS 004,015 a�INSTALLER'S NAME & PHONE NO. SCO ti SDI Cld 27AC.' SEPTIC TANK CAPACITY LEACHING FACILITY:(type) CAch �!! - (size) lav Rift NO. OF BEDROOMS RIVATE W=OR PUBLIC WATER BUILDER OR OWNER &rt ci b r,aA DATE PERMIT ISSUED: O DATE COMPLIANCE ISSUED: ✓,� h VARIANCE GRANTED: Yes No O1. � r t Q r THE COMMONWEALTH OF MASSACHUSETTS BOAR® OF HEALTH ....... .j r®W ............OF...........% A 3i sv i.' d3 ApplirFatiun for BiupuuFal Works Tontitrnrtiun Pumi# Application is hereby made for a Permit to Construct (X) or Repair ( ) an Individual Sewage Disposal System at: ....................... ------------....... --•......................... ......._. ••-•--------.............----••--.._..-•-•----•---........................--- Location-Add r i95 e -Toy s.nr ,ot i�o. ......................--------------......... .....---•------ . ...---•---- -------- ....................................................,.-------------------------------------------- W Aj_SsC4 rr �� Address Installer Address 4113 9 d Type of Building Size Lot.....:..a...................Sq. feet Dwelling—No. of Bedrooms............................................Expansion Attic (IV) Garbage Grinder (-V) Other—Type of Building No. of persons............................ Showers — Cafeteria Q' Other fixtures .............- ------•-•--••--••--••••-......•• . W Design Flow.................. .......................gallons per person per day. Total daily flow--....... . .... .--............_.......gallons. f� Septic Tank—Liquid capacity........--..gallons Length................ Width................ Diameter................ Depth................ Disposal Trench—No..................... Width.................... Total Length.................... Total leaching area....................sq. ft. Seepage Pit No---------------------- Diameter.................... Depth below inlet.................... Total leaching area..................sq. ft. Z Other Distribution box ( ) Dosing tank ( ) Percolation Test Results Performed by ----- ............................;--------•----------- Date.. . •-----. ---------- Test Pit No. 1.. ....minutes per inch Depth of Test Pit.. ''...... Depth to ground water..- ........... Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water........................... ---------------------------------•••......----••--•------- ............--............................................................................. � v 0 Description of Soil------ ��1 u!'4 5 iv�, <- o�� L 6 x U "----"---------------------------------------------•"--"---------------------"----..........-----...--------------------"-"-----""-"---......----------------------------------••--•------------•••--••- U Nature 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 ITTLE 5 of the State Sanitary Code— The undersi ed further agrees not to place the system in operation until a Certificate of Compliance has b en issued by h boa f heafth. Signed........ .... .. ........ ........... ... ............. ..... / at, Application Approved BY ............ .......... ze "-`l !_ Date Application Disapproved for the following reasons--------------------•-------- .. .. ••••-•-••--••-----•-•--•••-••-•••----•-•-•--••••......-•-•---•........... .....................•-------•------------...------------...................-----------................----------•-•---•-•-•----••-•------------------------------------------------------------...-•--- �' Date PermitNo--------------•-------------•---------...-------------.. Issued........................................................ Dsz THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH Appliration for Bhipooal' Works Tomtrurtfoit Prrutit Application is hereby Trade for a Permit to Construct or Repair ( ) an Individual Sewage Disposal System at: ... __ •.............A... ........... ......••.............••. -••--........------•--.....------•---•------••-•------•----...-•-•..........--•---......-•----.... L€Ication•Add es e-6-ev. Oof No. e e--,7% tjZ 2 6. er4......................... ........... j .. ... -4-------•----.-----------a-�--l--L-•-t•------------ CO, Address ..-----•---•-----•-----:_...--•-------------•----LL__.................---......--------•---------... ........------............................. ..................------............................. Installer Address Type of Building Size Lot............................Sq. feet Dwelling—No. of Bedrooms.......... ................•..__..._.....Expansion Attic (/ ) Garbage Grinder ( ) Other—Type of Building ............................ No. of persons............................ Showers ( ) — Cafeteria ( ) Otherfixtures. ----------------------------------------------•-------••------------------•-•-------•-------------------------------------......----------•---------- W Design Flow.................1-5 .......................... per person per day. Total daily flow............................................gallons. Septic Tank—Liquid capacity............gallons Length................ Width................ Diameter---------------- Depth................ Disposal Trench—No. .................... Width.................... Total Length.................... Total leaching.area....................sq. ft. Seepage Pit No--------------------- Diameter.................... Depth below inlet.................... Total leaching area..................sq. ft. Z Other Distribution box ( ) Dosing tank ( ) '-' Percolation Test Results Performed by k'"41.. ` � '7 a ---------•---•---------••--•-••---•--------- Date -- --••-•-- /-;i------------ Test Pit No. 1__ �.o�_____minutesperinch Depth of Test Pit�J '_: ..... Depth to ground water------- Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water------------------------ --------------------- a' _ �* __ ... w------------------------- ------------ ccDDescription of Soil---•--P661uK �/51n > x W -------•----- ----------------------------------------------------------------------------------------------------------------------•------•----------------•---------------------•••--•---•-•----•--- V Nature of Repairs or Alterations—Answer when applicable................................................................................................ -----------------•---•--•------•---------------•---••---••----------------------......._------•-•---_....---•-•--•••-...........-•-••-----------•- .............................................. Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with T t L T�'1: the provisions of .T E /of the State Sanitary Code— The undersi ed further agrees not to place the system in operation until a Certificate of Compliance has beer issued by,49 boa- of health. � Signed ...4W!2 -'...--•-............-----••`•''°=-- ----•---••-•-----••---- ................................ /Date,, Application Approved BY 1 ►� �1 f.` ! d ?P ..................... -- - --yr``D/ r ate Application Disapproved for the following reasons:----•-•-------•-•-------•.F•-------•------------------•----------•-------•-------------------------------•---•- -•---------------------------•-••--•-•---....._....--••-•-----------------...._...------•--•--............-----------------------------------•------------------•--••------•.................................... Date PermitNo.... ...........•..-. Issued....................................................... 'THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH E . f...............OF.... ' "znt s •',S ................................ Trrtifirab of Tontpliatta THIS IS TO CERTIFY, That the Individual Sewage Disposal System constructed O or Repaired ( ) by �r. `�-_• ............ Insta ler t at........................J IG A, tit /J'�,,r N �. n a n _ { _ .......•..._.............._.._r............................................................................ has been installed in accordance with the rov isions of TI i I ........of The,State Sanitary Code as describgd in the application for Disposal Works Construction Permit No--------_',___._ '_.l.t�. dated............ <°-/y�' _.__..... THE ISSUANCE OF THIS CERTIFICATE SHALT. NOT BE CONSTRUED AS A GUARANTEE THAT THE SYSTEM WILL FUNCTION ATISFACTORY. DATE..... •. •---•-......-•-•••...._.. Inspector..:......_.. � .......... - THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH A � FEE... 4.'W G.tT�.... Disposal or-ko Tonotr ion rrmi# .J.. 1)A.F 'srot L 4 50 Permission is hereby granted---------- -..................------------•--.--•-•--•••-•.._.....-••----•---•-•-----••---------....._..•-................................... to Construct (V) or Repair ) an Individual :Sewage Dispofal�Syst a: a.a r C ..YtiNFh i( +�tf� 1 at --No...----C-0 1� ..__...:.. --------•It ------------------------------------- ----------- .................. Street > i as shown on the application for Disposal Works Construction Permit No. : '`_L:_%'.C:{llated:-�._/' .'.. 's`r `; ...... �v....� Board�oi Health DATE......_.'` :> FORM 1255 HOBBS & WARREN. INC.. PUBLISHERS Log Number: Bottle # BC589 Date: Sept. 25, 1989 BA/Q,��,► BARNSTABLE COUNTY HEALTH AND ENVIRONMENTAL DEPARTMENT SUPERIOR COURT HOUSE vBARNSTABLE, MASSACHUSETTS 02630 AS$ DRINKING WATER LABORATORY ANALYSIS PHONE: 362_251' Ext. 337 Client: Greenbriar Dev. . Corp. Collector: Sean O'Brien Mailing Address: _ P. 0. Box 510 Affiliation: other - Centerville, MA 02632 Time & Date. of Collection: 9/20/89 2:20 p.m. Telephone: Type of Supply: well ' ^ Sample Location: Lot 14 Pioneer Path Well Depth: 87I ' W. Barnstable, MA Date of Analysis: 9/21/89 11:10 a.m. PARAMETER - SAMPLE RESULT RECOMMENDED LIMITS Total Coliform Bacteria/100 ml 0 0 H 6.3 Conductivity (micromhos/cm) 124 500.0 _ Iron ( m) <,1 0.3 Nitrate-Nitro en ( m) 0.1 10.0 Sodium ( m) 18 20.0 I . X Water sample meets the recommended limits for drinking of all above tested parameters . II ., Based only on results of the parameters tested for this sample, the water is ' suitable for drinking but may present the problems checked below: A. Water sample has higher than average levels of Nitrate. Future m_ onitoring_,is recommended (2-3 times per year) to establish any upward trends. B. The low pH of the water may shorten the useful life of the house's plumbing. C. Water may present aesthetic problems (taste, ,odor, staining) due to D. Water sample has high levels of sodium. Persons on low sodium didts''should consult their doctor. III. Due to one or more of the reasons checked below, this water sample is unfit for human. consumption: A. High Bacteria B. High Nitrates The Bernsta6le Counfu Hpa6 and Environmental REMARKS: Department shall not endorse any statements, interpretations or conclusions made by anyone else concerning these results without_written consent. CC: Barnstable Board of Health CC: DEQE Laboratory Director 1 /7/85 Explanation of Test Results Total Coliform Bacteria Coliform bacteria are an indicator of the sanitary quality of a water supply. Water supplies may become contaminated from malfunctioning septic systems, cesspools and.surface runoff. A total coliform count of zero indicates that your water supply is safe and approved for human consumption. A total coliform count of greater than zero is most often the result of accidental contamination of the sample bottle through improper sampling methods. For this reason, it would be advisable to retest any well water that is not approved. pH pH is the measure of acidity oralkalinityof the water. On the pH scale,the number 7 is neutral,less than 7 is acidic and more than 7 is alkaline. The pH of water on Cape Cod tends to be acidic in the range of 5.0 to 6.5. Conductivity Conductivity is a measure of the dissolved salts in solution. Amounts in excess of 500 micromhos/cm are,generally considered unacceptable and may have a laxative effect upon users. Iron The presence of iron in water in concentration of .3 ppm or greater may: give the water a bittersweet astringent taste, cause an unpleasant odor, often gives the water a brownish color and cause staining.of laundry and porcelain. The average concentration of iron in Cape Cod's water is .2 - .6 ppm. Although the presence of iron in water may cause the problems listed above, it is not considered deleterious to health. Iron may be removed by use of an iron removal system. Nitrate-nitrogen The Massachusetts Drinking Water Regulations have set a maximum contaminant level for nitrates at 10 ppm. Excessive concentrations may cause methemoglobinemia (an infant disease) and have been suggested to form potentially carcinogenic.nitrosamines. Contamination sources include fertilizers, cesspools and industrial wastes.. Copper Due to the acidic nature of the water on'Cape Cod, copper tends to leach from pipes. This normally does not present a health hazard; however, concentrations in excess of 1.0 ppm may cause a metallic taste and/or a bluish-green stain on porcelain fixtures. Sodium A concentration of sodium over 20 ppm is only of concern to people who are on a low sodium diet. If the water supply has more than 20 ppm sodium.it is up to the people who are on such a diet to find another source of drinking water or contact their doctor to determine if consuming the water is advisable. Concentrations exceeding 50 ppm indicate that there may be ocean water or road salt runoff water getting into the well. rti.A 4, t y ' 4° BARNSTABLE COUNTY I-IEALTIi AND ENVIRONMENTAL DEPARTMENT ���� �j SUPERIOR COURT HOUSE O �J BARNSTABLE, MASSACHUSETTS 02630 J Alq 5`?% PHONE: 362-2511 EXT. 330 VOLATILE ORGAIIIC COHPOUIIDS REPORT LAO337 ------ ----- -- CLINIC 340 Client: Greenbriar Development Collector: S. O'Brien Mailing Address: P. 0. Box 510 Type of Supply: private well Centerville, MA 02632 Date Collected: 0 89 Telephone : Date Received: 9/20/89 Sample Location: Lot 14 Pioneer Path Analyst: S. Williams W. Barnstable, MA Date Analyzed: 9/21/89 LOCAT IO[I E2 9 COM POUIID Lot 14 Pioneer Pat W. Banrstable,MA Chloroform 240 Trichloroethene 0.3 Dichlorobromomethane 0.5 Barnstable Board of Health All values are in micrograms per liter (equivalent to parts per billion, or ppb) . EPA Method 502.1 was used and only those compounds listed above were detected. Attached is a list of chemicals which the method is capable of detecting . Detection limits for these compounds are stated on the attachment. Chloroform is commonly found in Cape Cod groundwater at levels ranging from 0.2 to several ppb. The drinking water limit for Total Trihalomethanes , of which chloroform is' an example, is 100 ppb. of 1j A. i BARNSTABLE COUNTY HEALTH AND ENVIRONMENTAL DEPARTMENT SUPERIOR COURT HOUSE p BARNSTABLE, MASSACHUSETTS 02630 0� 0 1►�A$�✓ PHONE: 362-2511 EXTA30 VOLATILE ORGAII I C COHPOIRIDS REPORT LAB 337 "`"- ---- -- CLINIC 340 Client: Meehan Well Drilling Collector: Eric Butler Mailing Address: P. 0. Box 800 Type of Supply: private well Forrestdale, MA 02644 Date Collected: 10/3/89 Telephone : ' 477-9808 Date Received: 10/3/89 Sample Location: Lot 14 Pioneer Path Analyst: E. Butler West Barnstable, MA Date Analyzed: 10/6/89 LOCAT1011 E479 Lot 14 Pioneer C0�iP0UIID Path, West Barnstable, M Chloroform 8.6 cc Barnstable Board of Heal,th All values are in micrograms per liter (equivalent to parts per billion, or ppb) . EPA Method 502.1 was used and only those compounds listed above were detected. Attached is a list of chemicals which the method is capable of detecting . Detection limits for these compounds are stated on the attachment. Chloroform is commonly found in Cape Cod groundwater at levels ranging from 0.2 to several ppb. The drinking water limit for Total Trihalomethanes , of which chloroform is an example, is 100 ppb. 'BARNSTABLE.COUNTY HEALTH AND ENVIRONMENTAL DEPARTMENT �j SUPERIOR COURT HOUSE p r BARNSTABLE, MASSACHUSETTS 02630 J P7 soma TABLE 1. Compounds Detectable by EPA Method 502.1* MAss PHONE: 362-2511 EXT. 330 LAB 337 COMPOUND D.L. COMPOUND D.L. CLINIC 340 Benzene 0.5 1 ,1-Dichloroethane 0.5 Carbontetrachloride 0.5 1 ,1-Dichloropropene 0.5 1 ,1-Dichloroethylene 0.5 1 ,3-Dichloropropene 0.5 1 ,2-Dichloroethane 0.5 1 ,2-Dichloropropane 0.5 para Dichlorobenzene 0.5 1 ,3-Dichloropropane 0.5 Trichloroethylene 0.5 2,2-Dichloropropane 0.5 1 ,1 ,1-Trichloroethane 0.5 Ethylbenzene 0.5 Vinyl Chloride 0.5 Styrene 0.5 Bromobenzene 0.5 1 ,1 ,2-Trichloroethane 0.5 Bromodichloromethane 0.5 1 ,1 ,1 ,2-Tetrachloroethane 0.5 Bromoform 0.5 1 ,1 ,2,2-Tetrachloroethane 0.5 Bromomethane 0.5 Tetrachloroethylene 0.5 Chlorobenzene 0.5 1 ,2,3-Trichloropropane 0.5 Chlorodibromomethane 0.5 Toluene 0.5 Chloroethane 0.5 para Xylene 0.5 Chloroform 0.5 ortho Xylene 0.5 Chloromethane 0.5 meta Xylene 0.5 ortho Chlorotoluene 0.5 Bromochloromethane 0.5 para Chlorotoluene 0.5 . Dichlorodifluoromethane 0.5 Dibromomethane 0.5 Fluorotrichloromethane 0.5 meta Dichlorobenzene 0.5 Hexachlorobutadiene 0.5 ortho Dichlorobenzene 0.5 Isopropylbenzene 0.5 trans-1 ,2 Dichloroethylene 0:5 n-Propylbenzene 0.5 cis-1 ,2 Dichloroethylene 0.5 Sec-butylbenzene 0.5 Dichloromethane 0.5 Tert-butylbenzene 0.5 D.L. is Detection Limit in micrograms per liter or parts per billion (ppb) . This table lists our normal limits of detection. If we report a smaller amount, then our detection limit was lower for that analysis. A photoionization detector is used in series with the electroconductivity detector, thus allowing for the analysis of most of the compounds listed in EPA Method 503.1 as well . TABLE 2. Compounds which have Maximum Contaminant Levels (MCLs) set by the Environmental Protection Agency. COMPOUND MCL (in ppb) Benzene 5.0 Carbontetrachloride 5.0 1 ,2-Dichloroethane 5.0 1 ,1-Dichloroethylene 7.0 para Dichlorobenzene 75 1 ,1 ,1-Trichloroethane 200 Trichloroethylene 5.0 Vinyl Chloride 2.0 Total Trihalomethanes 100 Chloroform, Bromodichloromethane, Chlorodibromomethane, and Bromoform comprise the total trihalomethanes. Z�'PHILBROOK � '` PO4-2e ENGINEERING FIELD REPORTMORKSHEET Project No: 107 6:-.AC 1 STREET ' oE7,Ns.MAOX e Sheet _NO_ _=of --- i t MEMO FOR�RECORD: 20 July 2004 Subject: Joists/Headers/Main Beam -Garage & Bedroom Addition Location: KENNEY, 79 Pioneer Path,West Barnstable, MA Builder: C.H. Newton, Inc. Project No: PO4-28 DESIGN/CONSTRUCTION REVIEW CRITERIA: 1. The beam design analysis is based upon the following loads IAW Chp. 16 of the State Building Code, 6th Ed. Loadings reflect live and dead load tributary contributions: Roof& Ceiling (Live & Dead) = 25 & 20 Ib/sq ft for 6112 pitch Roof(Live & Dead) = 15 & 15 Ib/sq ft for 12112 pitch j 2nd Floor(Live & Dead) = 30 & 15 Ib/sq ft for 5/8" GWB ceiling Steel Beam (ASTM Grade 36) = 45 Ib/if 2. Work calls for continuous 2"x 8"floor joists running over a dropped W10x45 --- j steel beam supported on PSL posts in the wall framing. The entire underside �<z of the ceiling/beam in the garage is to be covered w/5/8" Firecode GWB. In the front are a pair of LSL headers wl double jack studs. No changes are re- quired of the foundation. 3. Key & Supplemental Construction Notes follow: #1 - 2"x 8"floor joists @ 16" o/c. These are run CONTINUOUS wall-to-wall #2 ,- Dropped W10x45 steel beam w/2"x 8" nailing sleeper bolted to the top #3 - 3.5"x 7" TJ-W 1.8E PSL columns. Bolt the bottom flange of the W10x45 ! to the top of each post wl a pair of 1/2"x 6" lag bolts #4 - 3.5"x 9.5" TJ-W 1/7E Timberstrand LSL garage door headers #5 Provide 2/2"x 4" double jack studs at garage door openings #6 - Provide full wrap of beam w/518" GWB #7 -Front slope rafters to be 2"x 10" KD SPF @ 16" o/c #8 - Ceiling joists to be 2"x 8" KD SPF @ 16" o/c #9 - Dormer rafters to be 2"x 8" KD SPF @ 16" o/c #1C Main Ridge -2"x 10" KD SPF or non-bearing continuous 1.75"x 9.5" LSL #11 Lay-on roof construction to be 2"x 8" KD SPF @ 16" o/c #12 - Existing gable wall to become bearing wall #1.1 Delete valley rafters #14- Provide 1"x 8" spruce nailing ledger for lay-on roof set i I � �lrt�irr••�1rt�Or� T. VARNUM PHILBROOK, P.E. Philbrook Engineering 2 Encls. -Sheets S1 & S2 wl Key Numbers Of o� T. VARNUM ' PHILBROOK MECHANICAL No. 30690 fl copy SvL ) 7,--0y . 9�. No. Fee--- `- BOARD OF HEALTH TOWN OF BARNSTABLE Z(ppritat ion,f or Vrrr Con!6trutt ion permit Application is hereby made for a permit to Construct ( ), Alter ( ), or Repair ( an individual Well at: ------------------ i- Location — Address Assessors Map and Parcel Owner — — — — f Address t ------------ ---—-------— f —� '"", =r — VS� Installer — Drille Address Type of Building Dwelling -- _ f LCa_ S �il�`'`----------- Other - Type of Building No. of Persons---------------------------------------------------- Type of Well------ s'-��'` -------- Capacity ------------------------------------------------------ Purpose of Well -- -�'-` �-=--- —--- ---------------- 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 of Compliance has been issued by the Board of Health. Sig �- _ �� ------------- - ------°---'-------- date Application Approved By------------- - --- ---------7-n I- - a date Application Disapproved for the following reasons:------------------------------------------------------------------------------------------------ ---------------------------------------------------------------------- ----------------------------------- date Permit No.- - - - - I-L�----------------------- Issued------------------------------------------ ---------------------------------------- date BOARD OF HEALTH TOWN OF BARNSTABLE Certificate ®f Compliance THIS IS TO CERTIFY, That the Indi idual Well Constructed ( ), Altered ( ), or Repaired ( ) g� -y --------- --- _--h�_� _- _ _-_--_-- `r_ __________-_________-_ 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.�f , ��"- -----Dated------------------------ THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS-A GUARANTEE THAT THE WELL SYSTEM WILL FUNCTION SATISFACTORY. DATE-------------------------------------------------------------------------------- Inspector----------------------------------------------------------------------------------- t$ 14. 45, r No.--------- - -- Fee--- = -------- BOARD OF HEALTH TOWN OF BARNSTABLE Appricat ion-for lVell Con5truct ion Permit Application is hereby made for a permit to Construct ( ), Alter ( ), or Repair (--<an individual Well at: -----------------------—-------------------—------------------—-------------------------------- Location — Address p Assessors Map and Parcel Qf Owner Address ��_e s_ - .f a ,o...-0�Vf --------- ------------ --- -------------- Installer — Driller) Address Type of Building Dwelling -- Cro}„ _ r=r r n�,------------- Other - Type of Building-------------—------------------- No. of Persons---------------------------------------------------------- 5 t ------------ Ca acit Type of Well---------=------------- ---------- P Y---------------------------------------- -------------------------------------- Purpose of Well — 1, 4�->; --------------------- 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 of Compliance has been issued by the Board of Health. Signed� date . t Application Approved By— - - -' -= - --------------- — --- '°- -�- date Application Disapproved for the following reasons:--------------------------------------------------------------------------=----------------------------- -----------------— -- -- - ---------- -- -- --—-- ------------------------------------------------------------------------ date �� ------------------------ Issued--------------------------------------------------�' , Permit No:.=------�------ --------- - ---------------------------------- date BOARD OF HEALTH TOWN OF BARNSTABLE V Certificate Of Compliance THIS IS TO CERTIFY, That the Individual Well Constructed ( ), Altered ( ), or Repaired ( ) bY--------------------- — � —1/�, �'�� ^- --------------—--------—--------------------------------------—-------------------------------- I�lsEaller at - -a - - -ftiev" 1N ------- - -,1-., c has been installed in accordance with the provisions of the Town of.B'arnstable Board of Health Private Well Protection Regulation as described in the application for Well Construction Permit No.�.1� � -----Dated--------------------------- THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE WELL SYSTEM WILL FUNCTION SATISFACTORY. DATE--------------------------------------------------------------------------------------- Inspector------------------------------------------------------------------------------ ',. BOARD OF HEALTH TOWN OF BARNSTABLE Yell Con5tructionpermit rr& ��*, Fee -------- Permission is hereby granted----------- ---------I /-!._---- ----------------------------------------------- to Construct (�Sey, Alter ( ), or Repair ( ) an IndividualWell at: --------------------------------------- Street as shown on the application for a Well Construction PermitNo. - ------------------------------------------------------------- Dated - f------------------------------------ ------------------------------ —�. ---° - ---- - - Qoard of Health DATE----------------------------------------------------------------------- --- L" x -� 7,Uw • �---�5' � �L�5 �—� . .,� :. ��. its��:�s4-��;.. 04 D 4-5 M15AJ'-r _ L VVA 70 C. H. NEWTON BUILDERS, ,INC. SHEET NO. OF • F P.O. Box 922 ��q ,�yC.y ' Falmouth,'Massachusetts 02541 CALCULATED BY —j Sri DATE ��� (508) 548-1353 FAX (508) 548-5330 CHECKED BY DATE SCALE ��/� 41f 4 I i -K t E B � v �t VINE BOOM A - � N1-7 JOB 4&N �O f Z 1)A)sj5—f AI'i--1 SHEET 'NO.H. NEWTON BUILDERS, INC. NO. OF � j - ' '' P.O. Box 922 —� Falmouth Massachusetts 02541 CALCULATED BY � DATE - J V�- ®• (508) 548-1353 FAX (508) 548-5330 CHECKED BY DATE SCALE _ t r . I ) _ JOB C. H. NEWTON BUILDERS, INC. SHEETNO � OF P.O. BOX 922 , S Z U Falmouth, Massachusetts 02541 CALCULATED BY DATE (508) 548-1353. FAX (508) 548-5330 CHECKED BY DATE y e St SCALE 1/ Lid l /1 .. . ,. -._ _. -.. _ e ._ .. -..... _ _ —""�—•--•--.wr—_..tee. - - - F NOTES. O 1, INTERCHANGE 5 B� TA HALL. CONFORM TO-D.E.Q.E. S 1. ALL WORKMANSHIP AND (MATERIALS S RN 20 MINIMUM OR AS INDICATED ON PLAN B A .W. _ ARNSTAB RULES AND 1. TITLE 5 THE TOWN OF _�N-----�� .� R E RV1 S"IE REGULATIONS FOR THE SUBSURFACE DISPOSAL OF SEWAGE; OWHITE BIRCH WAY 10 MIN. AND THE REQUIREMENTS OF THIS ''PLAN. PIONEER PATH 10 MINIMUM 2. ALL COVERS TO SANITARY UNITS SHALL BE BROUGHT TO .O LOCUS 6ACKFiLL WITH WITHIN 12 OF FINISHED GRADE. T.O. FOUNDATION ,- W I F. MtN. ?O,0 Col© C N 0(7 .�, -7►.0 3. ALL MASONRY UNITS USED TO BRING COVERS TO GRADE OSI /�MASSOONRY ©E (� tL HALL BE MORTARED IN PLACE. R/ S VE SLAB EL, &3.0 IX_ sI SHALL BE CAPABLE g 4. ALL COMPONENTS OF THE SANITARY SYSTEM ITCH 4• SCH. 40 PVC PIPE WITHSTANDING H-10 LOADING' UNLESS THEY ARE UNDER OR 1/4 PER FT. MIN. PITCH"1/8- PER w OF a MIN. • WITHIN `10 FT. OF DRIVES OR PARKING AREAS. H-20 LOADING' p,0 FLOW uNE 2 LAYER- 1 of D OR WITHIN 10 FT.' OF DRIVES OR RO U 10 w S ED's/TaaE SHALL BE USED UNDER S�p,G O .04 C.� KIN G. Opp • IN. 5. CAST IN PLACE CONCRETE TEES ARE SPECIFICALLY DISAPPROVED. 4'-0• 2 M LEVEE GOO.Z a SANITARY TY'S WHERE INDICATED ARE REQUIR 60+9 LIQUID G O.4- 3/4 - 1 1/2 ti �_ LEVEL F WASHED STONE DISTRIBUTION 60.o f EFFLUENT PIPING FROM DISTRIBUTION BOX `SHALL ENTER LEACH PIT f THROUGH SIDEWALL OR TOP ONLY. ENTRANCE THROUGH MASONRY LOCATION MAP BOX �, �� ' J54-C? NSION WILL NOT BE ALLOWED. u�� vor r z h 7. NO DETERMINATION HAS BEEN MADE AS TO 'COMPLIANCE WITH DEED 1 ocX) GALLON SEPTIC TANK L2- I ti -.2-1 5i u RESTRICTIONS OR ZONING REGULATIONS. OWNER/APPLICANT SHALL Ia -) OBTAIN SUCH DETERMINATION FROM THE APPROPRIATE AUTHORITY. SEWAGE DISPOSAL SYSTEM PROFILE BOTTOM OF TEST HOLE A 48,SHORIZONTAL AND VERTICAL CONTROL SEE LEVY ELDREDGE NOT TO SCALE — — 8. . I OR USGS PROBABLE HIGH WATER LEVEL & WAGNER FIELD NOTEBIOOK # �7 CURRENT ZONING _INTERPRETATION: DESIGN CALCULATIONS 30 60 MIN. FRONT SETBACK FEET __3 � NUMBER_OF BEDROOMS F , ' 60 MIN. SIDE SETBACK _ IS' FEET GARBAGE DISPOSAL UNIT NONE 66 t , �� - I5 TOTAL ESTIMATED FLOW MIN. REAR SETBACK FEET 110 GAL./BR./DAY X �3_ BR. _33O GAL DAY REQUIRED SEPTIC TANK CAPACITY` 445 ;GAL. 1 t ��, �. R Q 70 I , ACTUAL SIZE OF SEPTIC TANK to0o_GAL 72 , .�' LEACHING AREA REQUIREMENTS .-� SIDEWALL AREA 2.5 GAL./S.F. .� BOTTOM AREA 1.0 GAL./S.F.,,- PERCOLATION SOIL TEST LEACHING CAPACITY (BOTTOM + SIDEWALL) SSO GAL. 60 7, 4' $�# '!? .A 1, 27T SO 2 Cn 2.5 +7T' 10 2 1.0 550 GAL. DATE OF SOIL TEST ,r/ f r 'l T, ( / )( )( ) ( / ) ( ) - o CAPACITY JERK iJU►�N►rJc� RESERVE `LEACHING WITNESSED :BY � — - , _ `SAME L_ PERCOLATION RATE Z MIN./INCH o � � OBSERVATION HOLE 1 OBSERVATION HOLE 2 8 p�, ELEV.-_G3• ELEV.= o -- �' - __� 60 0.00 —o.00 UT CALCULATION: - � oNiF .'n. o �' , '�-' � `, roP �. su�wat..: BREAKOUT o 1 . ►•s 66 aE t� SAW LEGEND: , 70 80 �, s- , EXISTING SPOT ELEVATION OOXO \ EXISTING CONTOUR-------00—_—,__ Tp �� FINAL _SPOT ELEVATION 00.0 FINAL CONTOUR I , WET1- NO WATER AT ELEV. 48. WATER AT ELEV._��__ 1 ; i SOIL TEST PIT LOCATION 76 / I ' `�' I ` I I ► ' I I 80 TOWN WATER W W I , �Q \ �� 11 I I I SEPTIC TANK C t9 ► J ► r , , ,_ , r DISTRIBUTION BOX ❑ WATER LEVEL ADJUSTMENT: k) o I ,,- ► , f , , PRIMARY LEACHING PIT 0 (fl x o ► �� �/ ; , ; 80 RESERVE LEACHING PIT 'R` WATER LEVEL LOT� I o ,, ,. 1 , � � TEST DATE �.. �,J ,- ✓� / r ' \ INDEX WELL.. - rYY o 143,965 sq. ft.f ,. , , , WATER LEVEL RANGE ZONE 1 8 23 89 INITIAL ISSUE DEPTH TO WATER LEVEL FOR INDEX WELL NO. DATE DESCRIPTION BY 72 WELL I �/ r, i �� �,r ^ FOR THIS MONTH �- 65.0 ~; - SITE PLAN & SEPTIC DESIGN ., WATER LEVEL ADJUSTMENT �1 \ -- \ DEPTH TO HIGH WATER LOT 14- PIONEER PATH DR NAGE EASEMENTS , I ----------- r 290.00 . IN �o - 65.6 _ ---__- -__-__ BARNSTABLE MASSACUUSETTS _ ------ -----. . FOR N/F —, R N CDF , 7 �/ �PL qSs THOMAS D. JENKINs � q GREENBRIER DEVELOPMENT CO. INC:. o� PAUL' � G , A. r o rn �, LEVY -, ++ ,,,_ + APPROVED: BOARD OF HEALTH SCALE. 1_ 40 JOB No. 1120 1120-14 o p No. 0 Opp SITE LAN ���� / T i Al- N� LEVY, ELDREDGE & WAGNER ASSOCIATES INC. / DATE AGENT BHGINM LhRDSC0 ARCHITRCC'!S 1?LANW LO SURVEYORS _ A 02632 - 889 WEST MAIN STREETCENTERVILd..E M �a aid; R MA5 -.".j F�/qAKAC ---- ,� VE�rlF'' AL-J— PIH�NSIoNS ON 5rr _. HoKH) M CLApPL 05 To MAFj— =L -- _.._ . -- 1 �'-o'�— ('-011 -- q'. 51,011 __ lit,od gl' oil 'g1�0" xq� tt_. ...... .. c; I2''O'I 01' -- -- 32''4i1 _ GARAGE/OEDfZoo`h�-.AC1.0�71PN RrAF', L VAT 10N (fA5T). SIpC r!:wyAYION CSOUTH) I. rTTVI - MATCH t� 15T11.1Cq 5HF-V Po(ZME(Z W:GHT @ R.GAP-. I i - -mH P-KI%?INCt 12/1z .wu��wu�.. / AN -rP1M PI:TAI1--rH47-odGHOU FJ-F-, _-; -- _a ��- _ 5'-GI' �✓ �_ ;yl— bu FiXISTINGT � UU. • I �XIsTIwCY. AVVITION _ _-- - SCALE: l1 u APPROVED BY: PRAWN BY z DATE: N Q�/ 1� $003 REVISED d w r y N a DRAWING NUMBER L�UA1"f 0 II Oil 1,011 o _ _ m_ I I I 3,I on - I I � 2- gft� GA RAGS 3 /v 14 - .� ± ZI . I • it — �I F I ` / - �a Imo+' _•''•o'I c /vP10 (c) i I % GARAGE i -�.CK•15N-fR o MI pi _.SSOP,�C�E AREA .I I _._, - _. � � Zane��__._ ., :•. . :. � I � -011 'I i KN`N r Nc-r p SCALE: �' ' APPROVED BY: r � �( ,•..d DRAWNBYA15g z F DATE: REVISED y AT N 6 DRAWING NUMBER o , i 1 1,011 o'f ]<AP A.07 I•T{ 0H �;• _ 2 3 1 Z1-3' 71' �'-fa' -I' _ �jttJrGK CID (54x 54) \ �3 Via„ ,......... • ',� ` j SNowErZ 'iL18 , , `xT I J` FRAME oN.Fwar, \ to V-/Al-K-Ild cV, I I` �� M>�s-rF� tin-rt{ � �;' 6 � I':,6�' •. PIN . 1 Y / BTZW A g!;p° Ck i i •3 '� I'. , 8 t SCALE: tv II �U APPROVED BY: DRAWN BY � r DATE: �GI' I/�Q�13 REVISED w N Q N a _ DRAWING NUMBER O } II i 24'-011 24'-0" jr Co _� �I r. r v s :�$ •S f,'�.4 �-.�. r" {•# f fi,''{;.::•f•r'f;:� "r. ,�.�.s, r. t` Tc� t :,�.r,f. • ��kt.. ,•���. •.}�a ,; ti.;�.•. .y{•h.. •.,y�+. . 4 y,t.ty � .h.,�hJ tiS�,..h ,,, 't.,7 •:. < t•.T-.. 1 _ I , S• 2x4@1 61 o.c. brg• wa ll belo w tY p -(ri 'r! 1t N- - 1 '•r:' I i 1 1 I M 1 1 t rop found . 1 , •:1: N 211 N N N 1 1 N N N h '1 @ do orpgi o s: 1 1 Solid blocking @mid-s tin 1 ' .: 1 4 I ry I h 1 1 (U 1 I 1 1 i 1 1 v` 1 3 1/2 S� j below 4' y.:. a:;•,;::: a rop found.wall tti•:i::: door O- :12" @ ' �� cant. poured cone.found.wall': pg. An cant. 24 cone. ft 1 ••r� '� x 12 1 }� , 1 T. 1 1 t' :;l:;;r:;.•::::::.:.:::::::•::;::;:�:.�.:�.•: .2. ;:;:;:�:;.;.::•�.;:.�:�'������•:.';.�.�:;.;.;�'�:;:;;,;:;�::;;:{.•;::;�.;fir;::;�:;�::';:;�.;:.;�:;�. : 1 h 1 i 1 h I • 1 :i• 1 ti �i o " i ''r'ed 4 thick re nfo c .,. 1 { i cn :'sm.trowe led n . sla I co cm`-:�.`�':=�`�':':�•`'�.':���.' �r::�::•::�.�;•:;::•::�:=��:::•:: U U N O O dowels @12�:1%2 rebar d - 1 CU W 1 , alas 0 o found w Hof new and Id c nc. o 1 V , , N 1 N •:j: 1 N t O O , 1 1 9• 1 �Pit�c slab ow h I - 1 1 1 1 - I Y001 M r•? I I 1 _ •a d.wall• - tV �Dro• fun 1 1 p m 11 1 - 0 o s� �:r:::• ourid� 12 @ d or "Existing cone.f I pg I , I I t: , , .:1•: , I v. 1 3 /2x� below S g �• i 2x1 le dger er bolted 3 0 { ) g 4 „ :.•,c',•i:%r:'.tier'':�::�::��°�i :':':�:•:'•:j:': �• to existing wall to carry joists � :1/2 rebar dowels @12 o.c. @joint ,•,�..,,:; 1 r N e . found.walls old cone f'�of new and ,n .. 1 '�d:� :1L%r�•r•A%Jr•4•A ar 4•h=tr•:r•h�•�Ir-:r•!.%,1.--:�r•.`.=,tr=.``•A'•Jr•4•.ti%t:•::r•h%r': S is •� 1 't. 1 f �T. ;T•:•• .h .t:.r .,•.mot tir.:• :!L .r•: wr .t•.: i rt. --- --- --- --- --- --- --- -- --- --, �.� �� •,'• y' I I <' 1 I CRAWL SPACE !'• :'Top of cone. found.wallaCID :to match existing 0 2x10 joists @1 Vo.c, r I a: •�� I 1 ,{ r t• I t`ef{k I i 1 1/2 rebar dowels @12I o.c. @ joints, :^: .:,;• •;;: I t1 'Y .(: Tom,• I of new and old cone. found. walls - -- -- -- -L ' •••'••••••••••••••••'•••••••••••••••••••• ,••••••'• •1.• t•:' 1 ... ..._. .... ........:.... ,,,.�' .,t':.• :,i': h yhrj� �.�•�.�,• Y,.':• S:•hh' •[Sh h n;� . �.. t .t R ... ♦h•.,� .. � .. h �.:t: I r , , f 1——————————————————————————————————————————————————————————————————————— —I 14'-311 9'-9" SECOND FLOOR FRAMING PLAN FOUNDATION PLAN NOTE: Shaded areas indicate new construction NOTES Shaded areas indicate new construction KENNEY ADDITION for NEWTON BUILDERS PLAN BY: S�� M.TWOMBLY �� FOUNDATION., FRAMING PLANS 1 /411=1 In l� 79 PIONEER PATH, W. BARNSTABLE, MA., 02630 (508)540►-4423 �� Ad , S1 i i i a ' i i i I I I ' I I III . I i i I N N I U I i co r— Q a Ventilated edge cap 1 v 2x1�Ridg�bd. mate isti dorm , �300 12 VonnnnQQQQQQ MQQQQQ 12 2 2 Valley g 2x8@16"o.c.dg.joists R 38 Pgl.insulation ' 1 x3 strapping @t Wo.c Prop-a-vent in slope ceiling 1/2'textured drywall "> Wt cedar shingles @5"t.w. Tyvek vapor barrier Asphalt roof shingles 1/2'o.s.b.sheathing SECOND FLOOR 151b.felt paper -- - - - 2x4@16"o.c wall 1/2"cdx ly.c.ra sheathing 5/8 f fc.sheetrrock 3/4 t&g plywd.sheathir IULei 6'o.e raft R27 f gl.batt insul. �? Solid Blocking c?mid-span ventilated drip edge 2x1 O RidgeOW U8 fascia s � s — — 1 x5 fieze bd.. 6"0 1 x6 soffit �� �-,��--�� 2x8 Rafters @1 c � - z.,I 7z LSL above o.h.doo 2X-10Ridge; WL cedar shingles @5"t.w. —5/8"firecode sheetrork over p1 Tyvek vapor barrier 1x3 wd.strappine 16"o.c. C N 1/2"o.s.b.sheathing E 2@i "o.c wall wa tX x4 .lN" ,' R11 daft i all 2x8 Rafters @1 6 o.c � 5/8 f.c.sheetrock 0 I 24-0" ry 2x4 p.t sill on sill seal Top of foundation to match existing 4"refnf sm,trowelled cone slab " C- 7— Finish grade r— (2) Valley "X60"Poured cone.found wai 00 �a N .F« i 24"x12"coot.,keyed poured cone ftg. 2x8 lookout rafters@24"o.a o- II SECTION 1 -S2 ROOF FRAMING C'14M Shaded areas indicate new construction NOTE; Shaded areas indicate new construction PLAN BY: SHEET KENNEY ADDITION for NEWTON BUILDERS M.TWOMBLY ROOF FRAMING PLAN,SECTION 1 /4"=1 '0" 508 540-�4423 ���AdS2 79 PIONEER PATH, W. BARNSTABLE, MA., 02630 ( � { NOTES: � -0�0� INTERCHANGE 5 1. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO D.E.Q.E. TAg� RD so' MINIMUM OR AS INDICATED ON PLAN RNs W. g p, TITLE 5 ; THE TOWN OF ___EAEM_5TA_BLE. RULES AND� y1�L 10' MIN. E-- REGULATIONS FOR THE SUBSURFACE DISPOSAL OF SEWAGE; pSTER WHITE BIRCH WAY 1! AND THE REQUIREMENTS OF THIS PLAN. 10' MINIMUM PIONEER PATH 2. ALL COVERS TO SANITARY UNITS SHALL BE BROUGHT TO LOCUS T.O. FOUNDATION BACML WITH WITHIN 12" OF FINISHED GRADE. W 8` MIN. 70�� Co7.0 MASONRY 3. ALL MASONRY UNITS USED TO BRING COVERS TO GRADE OOHS e /p E N 1 SHALL BE MORTARED IN PLACE. �R�� s' SLAB EL,z 6p3,0 � ITCH 4. ALL COMPONENTS OF THE SANITARY SYSTEM SHALL BE CAPABLE 4' SCR 40 PVC PIPE OF WITHSTANDING H-10 LOADING UNLESS THEY ARE UNDER OR 1/4` PER FT. MIN. PITCH 1/8` PER 3 M1"• a WITHIN 10 FT. OF DRIVES OR PARKING AREAS. H-20 LOADING RpP� FLOW LINE ir 2` LAYER OF asHED'sroNE PARKING.- SHALL E USED UNDER OR WITHIN 10 FT. OF DRIVES OR 10 6o.& 2-0* x 5. CAST IN PLACE CONCRETE TEES ARE SPECIFICALLY DISAPPROVED. 0 2` MIN. LEVEL 4'-0" 610.2. SANITARY TY'S WHERE INDICATED ARE REQUIRED. (D0,9 LIQUID G0.4 LEVEL 3/4' 1 1/2` DISTRIBUTION �o o WASHED STONE 6. EFFLUENT PIPING FROM DISTRIBUTION BOX SHALL ENTER LEACH PIT BOX THROUGH SIDEWALL OR TOP ONLY. ENTRANCE THROUGH MASONRY LOCATION MAP 0 EXTENSION WILL NOT BE ALLOWED. l� GALLON SEPTIC TANK 1.z.1 �, z I z +� 7. NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH DEED RESTRICTIONS OR ZONING REGULATIONS. OWNER/APPLICANT SHALL L- PO -� OBTAIN SUCH DETERMINATION FROM THE APPROPRIATE AUTHORITY. SEWAGE DISPOSAL SYSTEM PROFILE- BOTTOM OF TEST HOLE �; 4$.S NOT r0 SCALE — — 8. . HORIZONTAL AND VERTICAL CONTROL, SEE LEVY, ELDREDGE OR USGS PROBABLE HIGH WATER LEVEL & WAGNER FIELD NOTEBOOK Z57 _ CURRENT ZONING INTERPRETATION: DESIGN CALCULATIONS 60 MIN. FRONT SETBACK 30 FEET NUMBER OF BEDROOMS —3- ' tl i\ 60 MIN. SIDE SETBACK f S FEET GARBAGE 'DISPOSAL UNIT NONN 6; MIN. REAR SETBACK 15' FEET TOTAL ESTIMATED FLOW t , �,. �� ( 110 GAL./BR./DAY X _3_ BR.) _3_o GAL. /DAY 70 ► �� ,� REQUIRED SEPTIC TANK CAPACITY 49 5- GAL. 72 ACTUAL .SIZE OF SEPTIC TANK 1000_GAL. LEACHING AREA REQUIREMENTS SIDEWALL AREA 1 0 GAL./S.F. 4 o PERCOLATION SOIL TEST BOTTOM AREA _ GAL:/S.F. SSO 60 LEACHING CAPACITY (BOTTOM + SIDEWALL) GAL. �x 7 z4 89 'P T' A"`j3T4 27T (0 2 � 2.5 +7T 10 2 1.0 SSa f DATE OF .SOIL TEST � .-� { / ){ ){ ) { / ) { ) WITNESSED BY JEP_f?� DUOMI lG RESERVE LEACHING CAPACITY PERCOLATION RATE 'G Z MIN./INCH SAME - Op \ 13OBSERVATION HOLE 1 OBSERVATION HOLE 2 B o g 1 �' ELEV.=_G3_S ELEV.=----- L� .'��i �� `` 60 -0.00 -0.00 0 -44BREAKOUT CALCULATION: - lLorts,.n. 1 t �, W , COBBLc LEGEND: 80 ' ` ` � ` `� 3Z ` '_ ref. / 70 EXISTING SPOT ELEVATION OOXO EXISTING CONTOUR--------00---- '� fS \ 1 TO _ _ FINAL SPOT ELEVATION 00.0 I 10 T�ANID FINAL CONTOUR NO WATER AT ELEV. 48_.5 WATER AT ELEV.._ L 76 _� .'' ' (� I t W I L i l ' t SOIL TEST PIT LOCATION 80 TOWN WATER W W------- `- �� ��• ,� I ' i i I SEPTIC :TANK C=7 1 , t ,�' t i i r j i DISTRIBUTION BOX ❑ , I o r I ��, �` WATER LEVEL ADJUSTMENT: li f A PRIMARY LEACHING PIT 0 O , l + , 80 RESERVE LEACHING PIT R D ' f r r 1 ' , , , , � TEST DATE WATER LEVEL LOT t , i43,965 ` ` INDEX WELL sq. ft.f �. 1 r WATER LEVEL RANGE ZONE 1 $/z3 S9 INITIAL ISSUE �C.K 72 WELL ; ; r �' .� �� , 1 `� DEPTH TO WATER LEVEL FOR INDEX WELL NO. DATE DESCRIPTION BY FOR THIS MONTH 9 ` SITE PLAN & SEPTIC DESIGN '• w � � \ \ �, ` ' � ------ WATER LEVEL ADJUSTMENT _. `�i DEPTH TO HIGH WATER LOT 14 PIONEER PATH j DR NAGE EASE MENT.r ' `� `� `� ` \ 70- !Nu'='s5 s 290.00, ` �� - ---- ----- IN 1 - '� -}- R A E, S CUUSETTS r ----- -- BA NST BL MAS A N/F ---- FOR THOMAS D. JENKINs 70 `�N 0FM,,2 GREENBRIER DEVELOPMENT CO. INC. 15"o PAUL' y� Lp APPROVED: BOARD OF HEALTH v SCALE: 1 " _ 40' JOB NO. 1120 ,/1120-14 No, 10 O SITE PLAN LEVY, ELDREDGE & WAGNER ASSOCIATES INC. DATE AGENT ENGDIEERS LANDSCAPE ARCRPPECYS PI,ANM 1�ND SURVhYORS 889 WEST MAIN STREET CENTERVILLE MA 02632 - __