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0160 PEPPERCORN LANE - Health
_160 PEPPERCORN LANE COTUIT A = 004 O11 & 012 I' TOWN OF BARNSTABLE LOCATION /�,�j a �RG�+,2,(J a4l)Q' SEWAGE# VILLAGE C OJ CT7 ASSESSOR'S MAP&PARCEL INSTALLER'S NAME&PHONE NO. �y�/r,� S 'X C�F!'s��%r�✓r� SEPTIC TANK CAPACITY LEACHING FACILITY. (type) ,%' (size) Jx NO.OF BEDROOMS OWNER i PERMIT DATE: COMPLIANCE DATE: l/ p Separation Distance Between t e: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility , Feet Private Water Supply Well and Leaching Facility(If any wells exist on q site or within 200 feet of leaching facility) / Feet Edge of Wetland and Leaching Facility(If any wetlands exist within / 1 300 feet of leaching facility) Feet FURNISHED BY a Gj eA C— D 2s J7 6 � 01 �a �. = 76 1 Z)3= j Ps. s� a TOWN OF BARNSTABLE LOCATION SEWAGE#ap l VILLAGE f 0 To Ir ASSESSOR'S MAP&PARCEL INSTALLER'S NAME&PHONE NO. 3alZ/' �,j�� C�(/��%/1✓� SEPTIC TANK CAPACITY LEACHING FACILITY:(type) (size) Tx ` NO.OF BEDROOMS OWNER i PERMIT DATE: COMPLIANCE DATE: I� Separation Distance Between t e: > Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Feet Private Water Supply Well and Leaching Facility(If any wells exist on p site or within 200 feet of leaching facility) /(f Feet Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of leaching facility) 6L/ Feet FURNISHED BY r-� S ` 7 `6 01 <b 9,= �s e s� 7(5 1 0= j) 41= o� f� Ds s"� f t 4 J 0, No. `�`� �../ �. Fee �� c!�f ss THE COMMONWEALTH t�tF MA&SACHUSETTS Entered in computer: PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes 01pplitation for misposal ,*wStem construction vermit Application for a Permit to Construct( ) Repair( ) Upgrade( ) Abandon( ) Ellcomplete System ❑Individual Components Location Address or Lot No. Owner's Name,Address,and Tel.No. (O eire a,, f LOA tr d e �5 s'u. it G A�sessdf's 41p/Parcel CaY taller's Name,Address,and Tel.No�'p� - 9�7 �� Designer' Name,Address,and Tel.No. e1� )� foe e Type of Building: Dwelling No.of Bedrooms Lot Size sq.ft. Garbage Grinder( ) Other Type of Building TANo.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) gpd Design flow provided � 6 �j gpd Plan Date D 1, Number of sheets Revision Date Title Size of Septic Tank T/S'(}� Type of S.A.S. -je -Description of Soil } i Nature of Repairs or Alterations(Answer when applicable) 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 the Environmental C e and not to place the system in operation until a Certificate of Compliance has been issued by f e Signed Date Application Approved by Date Application Disapproved by Date for the following reasons Permit No. !`�� Date Issued No. . ., Fee THE COMMONWEALTH F A-5SACHUSETTS" Entered in computer: Ye PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS application for Misposal aipstim Construction Permit Application for a Permit to Construct( ) Repair( ) Upgrade( ) Abandon( ) Complete System ❑Individual Components �. Location Address or Lot.No. Owner's Name,Address,and Tel.No. �, �. 160 7e�fer oi✓1 burr e, yv C oSr �, A G A§s or sVlv�lap/Parcel coG _p Insller's Name Address and Tel.No. Designer's Name,Address and Tel.No. We of Building: v i Dwelling No.of Bedrooms 57 j,, Lot Size sq.ft. Garbage Grinder( ) Other f Type of Building No.of Persons Showers( ) Cafeteria( ) , Other Fixtures Design Flow(min.required) Y gpd Design flow provided R P gpd Plan Date ly< Number.�of sheets Revision Date Title p Size of Septic Tank Type of S.A.S. - /- �S Description of Soil yy� Nature of Repairs or Alterations(Answer when applicable) Date last inspected: f I Agreement: f 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 the Environmental C e and not to place the system in operation until a Certificate of Compliance has been issued by this-.Boar of e Signed Date i /. Application Approved by Ilk Date Application Disapproved by Date for the following reasons i PermitNo., Date Issued 2— /l e -------------------------------------------------------------------------------------------------------------------------- HE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE,MASSACHUSETTS Certificate 0f Compliance THIS IS TO CERTIFY,that the On-site Sewage Disposal system Constructed( /f Repaired( ) Upgraded( ) Abandoned( )by , at has been constructed in accordance with t e provisions drfqitle 5 the for Disposal System Construction Permit No. -- dated—` Q Installer7kU Designer /, )., ll�, , #bedrooms Approved design flow r�- �� gpd The issuance of this permit shall not be construed'as a guarantee that the system will fun g as designed. Date 1' , ` d Inspector 1� No. a Fee THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION-BARNSTABLE,MASSACHUSETTS Misposal 6pBtem construction permit Permission is hereby granted to Construct( ) /"Repair( )/ Upgrade( ) Abandon( ) System located at � �or4 � ,,C ,,, �, �. l and as described in the above Application for Disposal System Construction Permit. The applicant recognized his/her duty to comply with Title 5 and the following local provisions or special conditions. Provided:Construction must be cot leted 1kiithin three years of the date of this permi Date J[ / Approved by Town of Barnstable Inspectional Services • l BnneWABL., Public Health Division MAU Thomas McKean,Director 03 b ° 200 Main Street,Hyannis,MA 02601 Office: 508-8624644 Fax: 508-790-6304 Installer& Designer Certification Form Date: t1-2-4-Zoe Sewage Permit# ZGtl L+! Assessor's Map\Parcel Designer: `D'.1', `A-sSbc- Installer: OSCC� Address: 40C,4 Address: on was issued a permit to install a (date) (installer) septic system at ��°° �� '1 ! V rF based on a design drawn by (address) Cc P.H � gS dated C* 17- 2, (designer) I certify that the septic system referenced above was installed substantially according to the design, which may include minor approved changes such as lateral relocation of the distribution box and/or septic tank. Strip out (if required) was inspected and the soils were found satisfactory. system referenced above was installed°with major changes (i.e. I certify that the septic sys � greater than 10' lateral relocation of the SAS or any vertical relocation of any component of the septic system) but in accordance with State & Local Regulations. Plan revision or certified as-built by designer to follow. Strip out(if required)was inspected and the soils were found satisfactory. I certify that the system referenced above was constructed in,<cop1pl an�ce with the to rms of the IAA approval le s (if applicable) , A. WAE—N I (Insta er's Signature) Designer's Signature} (Affix Design rhs Stamp Here)) 04M1 �S Veto Sol, PLEASE RETURN TO BARN T BLE PUBLIC HEALTH DIVISION. CERTIFICATE OF COMPLIANCE WILL NOT BE ISSUED UNTIL BOTH THIS FORM AND AS- BUILT CARD ARE RECEIVED BY THE BARNSTABLE PUBLIC HEALTH DIVISION. THANK YOU. WoAdeptAHEAURSEWER connedSEPTIODesiper Certification Form Rev&14-13.DOC I — ✓ - L No. Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS 01ppliLation for Bisposal 6pstrm Construction Permit Application for a Permit to Construct( ) Repair( ) Upgrade( ) Abandon(' ❑Complete System ❑Individual Components Location Address or Lot No. Owner's Addres d T .No. Assessor's Map/Parcel t / T# Installer's NIV.,A dr and Tel.No. > ��, - 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 Flow(min.required) gpd Design flow provided gpd Plan Date Number of sheets Revision Date Title Size of Septic Tank Type of S.A.S. Description of Soil Nature of Repairs or Alterations(Answer when applicable) 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 the Environmental Code and not to place the system in operation until a Certificate of Compliance has been issued by this Board of Health. i edAr a Date Application Approved by - Date Application Disapproved by Date for the following reasons Permit No. Date Issued ---=----_-__-__—_—_—__-_=_--_—_----____—------------------------------- ---_--__-_ -_--_---_________--------------- j THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE,MASSACHUSETTS (Certificate of Compliance THIS IS TO CERTIFY,that the On-site Sewage Disposal system Constructed( ) Repaired( ) Upgraded( ) Abandoned( )by at has been cons cted in accp d with the provisions of Title 5 and the for Disposal System Construction Permit No. ! d Installer Designer #bedrooms Approved design flow gpd The issuance of this permit shall not be construed as a guarantee that the system will function as designed. Date Inspector ` No. �,�J - _ Fee 711 / THE COMMONWEALTH OF MACHUSETTS Entered in computer: AS$ PU13L1�`HEALTH DIVISION.-TOWN OFaBARNSTABLE, MASSACHUSETTS Yes RppYication for DisosaQ�pstEln (construction Permit "sr e f Application for a Permit to.Construct( ) Repair( ) Upgrade( ) Abandoh( ❑Complete"System El Individual Components 4 Location Address or Lot No. (� � Owner's N e,Ad es r nd T N w Assessor's Ma /Parc P .,. e v / � Installer's N e Ad and Tel.No'. Designer's Name,Address,and Tel.No. �Y_ ae Type of Building: °:`"�:--Dwelling No.of Bedrooms , Lot Size sq.ft. Garbage Grinder( ) Other Type of Building„ No.of Persons Showers( ) Cafeteria( ) 1 ie Other Fixtures ' Design Flow(min.required) "''~µ 1 gpd Design flow provided gpd Plan Date Number of sheets Revision Date Title Size of Septic Tank Type of S.A.S. `Description of Soil`* t r { Nature of Repairs or Alterations,(Answer when applicable) o' r Date last inspected: _A! 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 the Environmental Code and not to place the system in operation until a Certificate of Compliance has been issued by is Board of Health. r; r a. 4. ' , i ed v Date Application Approved by �r Date �Stiw Application Disapproved by at t� for the following reasons a. r Permit No. Date Issued . - - -- ----------------------------------------- ------ - ------------ - - - - -- - THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE,MASSACHUSETTS Certificate of Compliance THIS IS TO CERTIFY,that the On-site Sewage Disposal system Constructed( ) Repaired( ) Upgraded( ) Abandoned( )by at has been cons cted in acco dpyer with the provisions of Title 5 and the for Disposal System Construction Permit No. J'1 d Installer Designer #bedrooms Approved design flow gpd The issuance of this permit shall not be construed as a guarantee that the system will function as designed. Date Inspector -=------ - - ----- _- - - ---- - -------- --- ---- ---- ------- - ------- ----------- .0 No. Fee-6 THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION-BARNSTABLE,MASSACHUSETTS A BispoBal *pstem Construction Vermit , Permission is hereby gr .to to Constru ( ) Repair( ) pgrade ) Abandon System located atC af, lec� , and as described in the above Application for Disposal System Construction Permit. The applicant recognized his/her duty to comply with Title 5 and the following local provisions or special conditions. Provided:Co f ion must be completed within three years of the date of this permit. Date Approved by Town of Barnstable P# ' Department of Regulatory Services BAM M EMABt&. : Public Health Division _ Date MASS rs3p 200 Main Street,Hyannis MA 02601 Date Scheduled Time Fee Pd. Soil Suitability Assessmentfor ►Se ^ e lei p®s o Performed By: Witnessed By: LOCATION& GENERAL INFORMATION Location Address>? Owner's Name i(DO PVEV- �2t) Ufa t�� 4o (,VzS5W,6, . CCU Address 1 4 Cal A��c N Qa� �✓�,)SU CTE &;S ON Assessor's Map/Parcel: C) O t Engineer's Name 1 NEW CONSTRUCTION REPAIR Telephone#(5-0 P,9 + Land Use 90-.I Q T I A U Slopes(%) Surface Stones Distances from: Open Water Body ft Possible Wet Area ft Drinking Water Well ft Drainage Way ft Property Line ft Other ft SKETCH:(Street name,dimensions of lot,exact locations of test holes&pert tests,locate wetlands in proximity to holes) .. .............. r ................................... .... :.......... .................................................................................................::.. ..... .......... ...... ...... ...... ....................................................................................... ::•::•:'e-r>� :::::::::• :::::::::::•::r:::::::::::::::•:::::::::::...........................:::::::::::::::::It f�a ..�,:. ......... ..,........ ......... ::.................... ......... '�..� Ittlt�ri�l ill if�. � ....... 7. ... ........ .......... ............ .................... ........... .... ::.::_:_::<:::::::: :::>:::::::::::::: pm �rskseKCave::::::::::::::::::::..... ::::::::i li: . .. ....... .......... ............. ...:................ ............ ..... ........... :: :::................:ci'ii!i iii isisisii:::;::::::"::.i:::isiii::iiiE:i.iii::c:isi:i ......:::::...:... ,... .:• ::..::: .::i::::::::::i: :....::::::.::: ................. ...... :::::::::'::.: t..: : :::::.. .................................. 4 r r ........................................:::: ................. .....::...: ................ ................: ........... ........... ........ .... ...................... . .................................. ........................ ...... 4:. :: ..:.................. s': ............::::::::::::. :::::::::::: :::::::::::::::::::::::::::::.: :::' f ...................... ...........................:. ................................ r......:... .... .. .. .. .......... ........... .......... J ............... .......... . . . . .. ........... 1 r:: - o.................. ...: ................................ ...:. .................. ............. ...... .... .. •X.. X 8.94 ...............................:..... ... ............... ...... ..... . . . ..... .................. ............................... ... ......... ................... ..... . ... ...... ........ ... . ................... ..................... ... ................................ ................. ....... :Pt3A1IG9'fl f5El3 IF: .i:iiii ii ........ ..::::. :: ::: :::::::::::::::::::::: .:::::::::::...:,:: .:::::::... ...:::::: :::::::: :::. :::::' ....................... .. ..... ........ ..... ...... ... .�... ............................. ..,... .. ..... ............ .................................. ................DCiiA.'t:4i:ii::iiiiiii:i:. ic h ............................. ...^... .. ............. t ..................................... ... ......... ............... .......................... ........... ................. ........................................ .................................... ............................................ . ............ .................................. ............................................. .............................. LL ::: :::'.:::... ::' ......... :::::::: ... ............. ... ...... ....... ...... Parent material(geologic) r,1LAr., 1t.- bu"Tilw A'j O t Depth to Bedrock a Depth to Groundwater.'Standing Water in Hole: Weeping from Plt Face Estimated Seasonal High Groundwater '- DETERARNATION FOR SEASONAL HIGH WATER TABLE Method Used: Depth Observed standing in obs.hole: In, Depth to sell mottles: in. . Depth to weeping from side of obs.hole: in,'Groundwater Adjustment ft. Index Well# Reading Date: Index Well level AdJ,factor— Adj.Groundwate el VERCOLATION TEST mate. Titn� Observation !tir { . Hole# _ -TQ a ,.Tinto . ` Depth of Pere a 5�' Time at 6" Start Pre-soak Time @ 1K 'lime(9"4") End Pre-soak 6Ai LCtJS 01tJY� `a a %)Uf-1,J6. 15 1AkW , ftC-SOAY, Rate Min./luch 1 S .co E Site Suitability Assessment: Site Passed x Site Failed: Additional Testing Needed(Y/N) N Original: Public Health Division Observation Hole Data To Be Completed on Back---------- ***If percolation test is to be conducted within 100' of wetland,you must first notify the, Barnstable Conservation Division at least one(1) week prior to beginning. Q:\SEPTIC\PERCFORM.DOC DEEP-OBSERVATION HOLE LOG Hole# -[ 1 Depth from Soil Horizon Soil Texture .Soil Color Soil. Other Surfac:(in.) (USDA) (Munsell) Mottling (Structure,Stones;Boulders. -- onsi tency,%Oriven o - � Ft t✓L . Ls (0f� M 5 C S DEEP OBSERVATION HOL9 LOG Hole#T?-a Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistency,% rav IF �o1< 0 -.33 gw L5 Lo�r' (o 33-at G, 'MS as.Y 616 CS 613AT DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Con i to c e 0 -8 FILL 31t -81 G1 l t I$ a GS d.5 b 3 sz h-T Ictq 6� tNI+ R DEEP OIBSERVATION DOLE LOG Mole# `TP-`k Depth from Soil Horizon Soil Texture Soil Color Soil Other Z Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consi3tency.To Gravel) �a-t8 A/ LS 18-31 6W L5 101M 34 -8S . C t M5 b (o a,5`( 6 3 �S I'lood Insurance hate Map: Above 500 year flood boundary No X Yes Within 500 year boundary No= Yes 'x_ Within 111(1 yagr funny hQ'.!nda:j N'J i�C5 Depth of Naturally Occurring Pervious Material Does at least four feet of naturally occurring pervious material exist in all areas observed throughout the area proposed for the soil absorption system? S If not,what is the depth of naturally occurring pervious material? Certification I certify that on t� �(date)I have passed the soil evaluator examination approved by the Department of Environmental Protection and that the above analysis was performed by me consistent with . the required training,expertise and exp fence described in 310 CNM,15.017. Signature Date QASEPTICkPERCFORM.DOC TOWN OF BARNSTABLE _ LOCATION UKl F�De �r� 60- SEWAGE# �►'�S VILLAGE ASSESSOR'S MAP&PARCEL P T AT M'S NAME&PHONE NO. � Mkt-.(X06yQ l l SEPTIC TANK CAPACITY I.T LEACHING FACILITY:(type) 7 0 (size) NO. OF BEDROOMS .OWNER lkas -)7-et— PERMIT DATE: C DATE: Separation Distance Between the: Maximum Adjusted Groundwater Table to the 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 F r f F 5 4f\f\f\J4F \ 4 l \ F f f F \ 1 1 \ \ { J f f I \ 4 4 I\F f \ 4 \ \ \ \ F f f f f^ 4 \ 4 4 f f f f 4 4 \ 4 F f f f f F F f f f f J f J F \ \ 95 \ \ \ \ f F F f 4 1 4 4 f f f i 4 4 \ \ F F i f 4 4 4 .. a?M dl�x f•1 / f F f F �f\f4F4 3 40 F F f F f f 45 f f f f f f 4 \ \ 4 \ 4 J f f f f f f J f F f f 4 4 4 4 \ 4 f F F f J J 6 x TOWN OF BARNSTABLE LOCATION PEPPERCORN LANE _ SEWAG # 716VO—2 2� VILLAGE COTUIT ASSESSOR'S MAP & LOT 4 pc1. 11 lot 22&26 INSTALLER'S NAME&PHONE NO. EMANUELLO EXCAVATING 781-749-0461 SEPTIC TANK CAPACITY 15 g 9 GAL LEACHING FACILITY: (type) LEACHING BTELD (size) 1OX45 NO.OF BEDROOMS 3 BUILDER OR OWNER KENNEDY & FOUGERE INC. A.H. HECKSCHER PERMITDATE: COMPLIANCE DATE: Separation Distance Between the: Maximum Adjusted Groundwater Table and Bottom of Leaching Facility 5 Feet Private Water Supply Well and Leaching Facility (If any wells exist on site or within 200 feet of leaching facility) NONE Feet Edge of Wetland and Leaching Facility (If any wetlands exist 110 within 300 feet of leaching facility) Feet Furnished by EMANTTpT.T® EXCAVATING - .1 L1b' Z 3�, laZ. " yo` 32' S8' o - s 6 6-W— i Rs $b lr sib CaN Pam. TOWN OF BARNSTABLE LOCATION I40 PEPPERCORN LANE SEWAGE # 2000 '22.1 VILLAGE ASSESSOR'S MAP &11LOT 40150-1 . 11 INSTALLER'S NAME&PHONE NO. EMANUELLO EXCAVATINGot 22&26 9 ASH ST, HINGHAM,MA 02'043 SEPTIC TANK CAPACITY 1500 GAL. LEACHING FACILITY: (type) LEACHING FIELD (size) 10x45 NO.OF BEDROOMS 3 I BUILDER OR OWNER KENNEDY & FOUGF.R.F.°'INC__ _ A H_ THEf`KS('T4F.R PERMITDATE: COMPLIANCE DATE: o � Separation Distance Between the: t Maximum Adjusted Groundwater Table and Bottom of Leaching Facility 5 Feet Private Water Supply Well and Leaching Facility (If any wells exist on site or within 200 feet of leaching facility) none Feet Edge of Wetlandand Leaching Facility(If any wetlands exist within 300 feet of leaching facility) 110 Feet Furnished by EMANUELLO EXCAVATING AL EMANUELLO. V.P. IAJ 13 1Q 16- W Z 3e' r 0 3 �1 9/ ° `15- D o 6 7 5-d rya 3 2l° 5l 2' c 4 � �3 A • t BAXTER & NYE, INC. Professional Land Surveyors and Civil Engineers' {{ 812 Main Street • Osterville, Massachusetts 02655 • Tel. (508) 428-9131 WILLIAM C. NYE, P.L.S. - President PETER SULLIVAN, P.E. -Vice President-Engineering RICHARD A. BAXTER, P.L.S. -Vice President January 18 , 1990 Town of Barnstable Conservation Commission 'Town Hall 16 367 Main Street _ -_- - Hyannis , MA 02601 POV49�- Re: Anna Heckscher Lots 22 & 26 - Peppercorn Lane Cotuit Dear Commission : Per your request , we have installed an observation well on the Hechscher ' s property . The observation well is located at the site of the proposed septic system . After reading the well for the past two weeks , it is my opinion that the groundwater at this point is not influenced by the tide . Further , the well data supports our design basis for the septic system. It is my opinion that the design complies completely with all Title 5 and Board of Health requirements . I trust that this meets your present needs . Any questions , please do not hesitate to call . . .Very truly .yours, Peter Sullivan , P . E . Baxter & Nye, Inc . PS/fm j OF M,q�s9 PETER aN CC : Board of Health o SULLIVAN J . R. Alger , Esq_.' " No. 2913.3 y. 4 A'p rsTE <kQ Fs`S/ONr^L Elf' MEMBERS OF CAPE COD SOCIETY OF PROFESSIONAL ENGINEERS AND LAND SURVEYORS/AMERICAN CONGRESS ON SURVEYING AND MAPPING MASSACHUSETTS ASSOCIATION OF LAND SURVEYORS AND CIVIL ENGINEERS deal.'3 Divisic€l Commonwealth of Massachusetts of Ca Title 5 Official Inspection Form �.�an ' _ Subsurface Sewage Disposal System Form - Not for Voluntary Assessments '" `nnl'' e"'���c't u�^ ��� 160 Peppercorn Lane Property Address Ben Heckscher Owner Owner's Name information is required for Cotuit MA- 02635 March 4, 2009 every page. City/Town State Zip Code Date of.lnspection Inspection results must be submitted on this form. Inspection forms may not be altered in any way. Important: When filling out A. General Information forms the S� computer, r,use 1. Inspector: only the tab key to move your Patrick M. O'Connell cursor-do not Name of Inspector use the return key. Septic Inspection Services Co.' Company Name �I r� 189 Cammett Road T Company Address_ Marstons Mills MA 02648 Are"0Dx City/Town State Zip Code 508-428-1779 SI 12855 Telephone Number License Number B. Certification I certify that I have personally inspected the sewage disposal system at this address and that the information reported below is true, accurate and complete as of the time of the inspection. The inspection was performed based on my training and experience in the proper function and maintenance of on site sewage disposal systems. I am a DEP approved system inspector pursuant to Section 15.340 of Title 5(310 CMR 15.000). The system: ® Passes Conditionally Passes E Fails, ❑ Needs Further Evaluation by the Local Approving Authority J March 4, 2009 Ins ector's Signature Date The system inspector shall submit a copy of this inspection report to the Approving Authority (Board of Health or DEP)within 30 days of completing this inspection. If the system is a shared system or has a design flow of 10,000 gpd or greater, the inspector and the system owner shall submit the report to the appropriate regional office of the DEP. The original should be sent to the system owner and copies sent to the buyer, if applicable, and the approving authority. ****This report only describes conditions at the time of inspection and under the conditions of use at that time. This inspection does not address how the system will perform in the future under the same or different conditions of use. Ubhc Health Division lvrn of Bamstable 09-30 Heckscher.doc•08/06 20— Title 5 Official Inspection Form:Subsurface Se age fTsp'bs ,t Iem•Page 1 of 15 ---- — E annis, Massachusetts OLuO'. Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments M 160 Peppercorn Lane Property Address Ben Heckscher Owner Owner's Name information is required for Cotuit MA 02635 March 4, 2009 every page. City/Town State Zip Code Date of Inspection B. Certification (cont.) Inspection Summary: Check A,B,C,D or E/always complete all of Section D A) System Passes: ® I have not found any information which indicates that any of the failure criteria described in 310 CMR 15.303 or in 310 CMR 15.304 exist. Any failure criteria not evaluated are indicated below. Comments: Tank is not in need of pumping at this time, leaching field has no evidence of saturation or surcharge. B) System Conditionally Passes: ❑ One or more system components as described in the"Conditional Pass" section need to be replaced or repaired. The system, upon completion of the replacement or repair, as approved by the Board of Health, will pass. Answer yes, no or not determined (Y, N, ND)�in the ❑ for the following statements. If"not determined," please explain. ❑ The septic tank is metal and over 20 years old"or the septic tank (whether metal or not) is structurally unsound, exhibits substantial infiltration or exfiltration or tank failure is imminent. System will pass inspection if the existing tank is replaced with a complying septic tank as approved by the Board of Health. . *A metal septic tank will pass inspection if it is.structurally sound, not leaking and if a Certificate of Compliance indicating that the tank is less than 20 years old is available. ND Explain: ❑ Observation of sewage backup or break out or high static water level in the distribution box due to broken or obstructed pipe(s) or due to a broken, settled or uneven distribution box. System will pass inspection if(with.approval of Board of Health): ❑ broken pipe(s) are replaced ❑ obstruction is removed 09-30 Heckscher.doc•08106 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 2 of 15 Commonwealth of Massachusetts Title 5 Official Inspection Form _ Subsurface Sewage Disposal System Form - Not for Voluntary Assessments °M 160 Peppercorn Lane Property Address Ben Heckscher Owner Owner's Name. information is required for Cotuit MA 02635 March 4, 2009 every page. Cityrrown State Zip Code Date of Inspection B. Certification (cont.) B) System Conditionally Passes (cont.): ❑ distribution box is leveled or replaced ND Explain: ❑ The system required y equ ed pumping more than 4 times a year due to broken or obstructed pipe(s). The system will pass inspection if(with approval of the Board of Health): . ❑ broken pipe(s) are replaced ❑ obstruction is removed ND Explain: C) Further Evaluation is Required by the Board of Health: ❑ Conditions exist which require further evaluation by the Board of Health in order to determine if, the system is failing to protect public health, safety or the environment. 1. System will pass unless Board of Health determines in accordance with 310 CMR 15.303(1)(b)that the system is not functioning in a manner which will protect public health, safety and the environment: ❑ Cesspool or privy is within 50 feet of a surface water ❑ Cesspool or privy is within 50 feet of a bordering vegetated wetland or a salt marsh 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, safety and environment: ❑ The system has a septic tank and soil absorption system (SAS) and the SAS is within 100 feet of a surface water supply or tributary to a surface water supply. ❑ The system has a septic tank and SAS and the SAS is within a Zone 1 of a public water supply. ❑ The system has a septic tank and SAS and the SAS is within 50 feet of a private water supply well, 09.30 Heckscher.doc•08106 Title 5 Official Inspection Form:Subsurface Sewage.Disposal System-Page 3 of 15 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments M 160 Peppercorn Lane Property Address Ben Heckscher Owner Owner's Name information is required for Cotuit MA 02635 March 4, 2009 every page. Cityrrown State Zip Code Date of Inspection B. Certification (cont.) C) Further Evaluation is Required by the Board of Health (cont.): ❑ The system has a septic tank and SAS and the SAS is less than 100 feet but 50 feet or more from a private water supply well". Method used to determine distance: "•This system passes if the well water analysis, performed at a DEP certified laboratory, for coliform bacteria indicates absent and the presence of ammonia.nitrogen and nitrate nitrogen is equal to or less than 5 ppm, provided that no other failure criteria are triggered. A copy of the analysis must be attached to this form. 3. Other: D) System Failure Criteria Applicable to All Systems: You must indicate "Yes".or"No" to each of the following for all inspections: Yes No ❑ ® Backup of sewage into facility or system component due to overloaded or clogged SAS or cesspool ❑ ® Discharge or ponding of effluent to the surface of the ground or surface waters due town overloaded or clogged SAS or cesspool ❑ ® Static liquid level in the distribution box, above outlet invert due to an overloaded or clogged SAS or cesspool ❑ ® Liquid depth in cesspool is less than 6" below invert or available volume is less than_day flow ❑ ® Required pumping more than 4 times in the last year NOT due to clogged or obstructed pipe(s). Number of times pumped: ❑ ® Any portion of the SAS, cesspool°or privy is below high ground water elevation. ❑ ® Any portion of cesspool or privy is within 100 feet of a surface water supply or tributary to a surface water supply. 09-30 Heckscher.doc•08106 Title 5 Official Ins?ection form:Subsurface Sewage Disposal System•Page 4 of 15 Y Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments M 160 Peppercorn Lane Property Address Ben Heckscher Owner Owner's Name information is required for Cotuit MA 02635 March 4, 2009 every page. Citylrown State Zip Code Date of Inspection B. Certification (cont.) D) System Failure Criteria Applicable to All Systems (cont.): I Yes No ❑ ® Any portion of a cesspool"or privy is within a Zone 1 of a public well. ❑ ® Any portion of a cesspool or privy is within 50 feet of a private water supply well. ❑ ® Any portion of a cesspool or privy is less than 100 feet but greater than 50 feet from a private water supply well with no acceptable water quality analysis. [This system passes if the well water analysis, performed at a DEP certified laboratory, for fecal coliform bacteria indicates absent and the presence of ammonia nitrogen and nitrate nitrogen is equal to or less than 5 ppm, provided that no other failure criteria are triggered. A copy of the analysis and chain of custody must be attached to this form.] ❑ ® The system is a cesspool serving a facility with a design flow of 2000gpd- 10,000gpd. ❑ ® The system fails. I have determined that one or more of the above failure criteria exist as described in 310 CMR 15.303, therefore the system fails. The system owner should contact the Board of Health to determine what will be necessary to correct the failure. E) Large Systems: To be considered a large system the system must serve a facility with a design flow of 10,000 gpd to 15,000 gpd. For large systems, you must indicate either"yes"or"no" to each of the following, in addition to the questions in Section D. Yes No ❑ ❑ the system is within 400 feet of a surface drinking water supply ❑ ❑ the system is within 200 feet of a tributary to a surface drinking water supply ❑ the system is located in a nitrogen sensitive area (Interim Wellhead Protection Area—IWPA) or a mapped Zone II of a public water supply well If you have answered "yes"to any question in Section E the system is considered a significant threat, or answered "yes" in Section D above the large system has failed. The owner or operator of any large system considered a significant threat under Section E or failed under Section D shall upgrade the system in accordance with 310 CMR 15.304. The system owner should contact the appropriate regional office of the Department. 09-30 Heckscher.doc•08/06 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page.S of 15 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments 160 Peppercorn Lane Property Address Ben Heckscher Owner Owner's Name information is required for Cotuit MA 02635 March 4, 2009 every page. Cityrrown State Zip Code Date of Inspection C. Checklist Check if the following have been done. You must indicate"yes"or"no" as to each of the following: Yes No ❑ ® Pumping information was provided by the owner, occupant, or'Board of Health ❑ ® Were any of the system components pumped out in the previous two weeks? ❑ ® Has the system received normal.flows in the previous two week period? 'E:] ® Have large volumes of water been introduced to the system recently or as part of this inspection? ® ❑ Were as built plans of the system obtained and examined? (If they were not available note as N/A) ® ❑ Was the facility or dwelling inspected for signs of sewage back up? ® ❑ Was the site inspected for signs of break out? ® ❑ Were all system components, excluding the SAS, located onsite? ® ❑ Were the septic tank manholes uncovered, opened, and the interior of the tank inspected for the condition of the baffles or tees, material of construction, dimensions, depth of liquid, depth of sludge and depth of scum? ® ❑ Was the facility owner(and, occupants if different from owner) provided with information on the proper maintenance of subsurface sewage disposal systems? The size and location of the Soil Absorption System (SAS)on the site has been determined based on: ® ❑ Existing information. For example, a plan at the Board of Health. ® ❑ Determined in the field (if any of the failure criteria related to Part C is at issue approximation of distance is unacceptable) [310 CMR 15.302(5)] 09-30 Heckscher.doc•08/06 Title 5 Official Inspection Form:Subsurface Sewage Disposal System-Page 6 of 15 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System.Form - Not for Voluntary Assessments 160 Peppercorn Lane Property Address Ben Heckscher Owner Owner's Name information is Cotuit required for MA_ 02635 March 4, 2009 every page. Cltyrrown State 7Zip Code Date of Inspection D. System Information Residential Flow Conditions: Number of bedrooms (design): 3 Number of bedrooms (actual): 3 DESIGN flow,based on 310 CMR 15.203 (for example: 110 gpd x#of bedrooms): 330 Number of current residents: 0 Does residence have a.garbage grinder? ❑ Yes ® No Is laundry on a separate sewage system? [if yes separate inspection required] ❑ Yes ® No Laundry system inspected? ❑ Yes ❑ No Seasonal use? , ® Yes ❑ No Water meter readings, if available (last 2 years usage (gpd)): Sump pump? Yes ® No Last date of occupancy: Unknown Date Commercial/Industrial Flow Conditions: Type of Establishment: Design flow(based on 310 CMR 15.203): Gallons per day(gpd) Basis of design flow (seats/persons/sq.ft., etc.): Grease trap present? ❑ Yes ❑ No Industrial waste holding tank present? ❑ Yes ❑ No Non-sanitary waste discharged to the Title 5-system? ❑ Yes ❑ No Water meter readings, if available.- Last date of occupancy/use: Date Other(describe): 09-30 Heckscher.doc•08/06 Title 5 Official Inspection Form:Subsurface Sewage Disposal System-Page 7 of 15 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments M 160 Peppercorn Lane Property Address Ben Heckscher Owner Owner's Name information is required for Cotuit MA 02635 March 4, 2009 every page. City/Town State Zip Code Date of Inspection " II D. System Information (cont.) General Information Pumping Records: Source of information: None Was system pumped as part of the inspection? ❑ Yes ® No If yes, volume pumped: gallons How was quantity pumped determined? Reason for pumping: Type of System: ® Septic tank, distribution box, soil absorption system ❑ Single cesspool ❑ Overflow cesspool ❑ Privy ❑ Shared system (yes or'ho) (if yes, attach previous inspection records, if any) ❑ Innovative/Alternative technology. Attach a copy of the current operation and maintenance contract (to be obtained,from system owner) ❑ Tight tank. Attach a copy of the DEP approval. ❑ Other(describe): Approximate age of all components, date installed (if known) and source of information: 2000 Were sewage odors detected when arriving at the site? ❑ Yes ® No 09-30 Heckscher.doc-08/06 Title 5 Official inspection Form:Subsurface Sewage Disposal System Page 8 of 15 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary'Assessments M 160 Peppercorn Lane Property Address Ben Heckscher Owner Owner's Name information is required for Cotuit MA 02635 March 4, 2009 every page. Cityfrown State Zip Code Date of Inspection D. System Information (cont.) Building Sewer(locate on site plan): 1' Depth below grade: feet Material of construction: ❑ cast iron ® 40 PVC ❑other(explain): Distance from private water supply well or suction line: feet Comments (on condition of joints, venting, evidence of leakage, etc.): Septic Tank (locate on site plan): 1' Depth below grade: reef Material of construction:' concrete ❑ metal El fiberglass ❑ polyethylene ❑ other(explain) If tank is metal, list age: years Is age confirmed by a Certificate of Compliance? (attach a copy of certificate) ❑ Yes ❑ No --------------------------------------------------------------------------------------------------------------------------- Dimensions: 10.5' long x 5.8'wide- 1500 gal. Sludge depth: 3" Distance from top of sludge to bottom of.outlet tee or baffle 30" Scum thickness 2 6�� Distance from top of scum to top of outlet tee or baffle Distance from bottom of scum to bottom of outlet tee or baffle 12 How were dimensions determined? Measured 09-30 Heckscher.dac-06l06 Title 5 Official Inspection Form:Subsurface Sewage Disposal System-Page 9 of 15 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments 160 Peppercorn Lane Property Address Ben Heckscher Owner Owner's Name information is required for Cotuit MA 02635 March 4, 2009 every page. City/Town State Zip Code Date of Inspection D. System Information (cont.) Comments (on pumping recommendations, inlet and outlet tee or baffle condition, structural integrity, liquid levels as related to outlet invert, evidence of leakage, etc.): Liquid level was found at bottom of outlet invert, tees are intact and clear. Tank is not in need of pumping at this time. Grease Trap (locate on site plan): Depth below grade: feet Material of construction: ❑ concrete ❑ metal ❑ fiberglass ❑ polyethylene ❑ other(explain): Dimensions: Scum thickness Distance from top of scum to top of outlet tee or baffle Distance from bottom of scum to bottom of outlet tee or baffle Date of last pumping: Date Comments (on pumping recommendations, inlet and outlet tee or baffle condition, structural integrity, liquid levels as related to outlet invert, evidence of leakage, etc.): Tight or Holding Tank (tank must be pumped at time of,inspection) (locate on site plan): Depth below grade: Material of construction: ❑concrete ❑ metal, ❑ fiberglass ❑ polyethylene ❑ other(explain): 09-30 Heckscher.doc-08106 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 10 of 15 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments 160 Peppercorn Lane Property Address Ben Heckscher Owner Owner's Name information is required for Cotuit MA 02635 March 4, 2009 every page. CitylTown State Zip Code Date of Inspection D. System Information (cont.) Tight or Holding Tank (cont.) Dimensions: Capacity: gallons Design Flow: gallons per day Alarm present: [1,Yes ❑ No Alarm level: Alarm in working order: ❑ Yes ❑ No Date of last pumping: Date Comments (condition of alarm and float switches, etc:): "Attach copy of current pumping contract (required). Is copy attached? ❑ Yes ❑ No Distribution Box (if present must be opened) (locate on site plan): 11 Depth of liquid level above outlet invert 0 Comments (note if box is level and distribution,to outlets equal; any evidence of solids carryover, any evidence of leakage into or out of box, etc.): No solids or high stains present.- Pump Chamber(locate on site plan): Pumps in working order: ❑ Yes ❑ No Alarms in working order: ❑ Yes ❑ No 09-30 Heckscher.doc•08106 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 11 of 15 Commonwealth of Massachusetts Title 5 Official Inspection'Form Subsurface Sewage Disposal System Form - Not for:Voluntary Assessments M 160 Peppercorn Lane Property Address Ben Heckscher Owner Owner's Name information is required for Cotuit MA 02635 March 4, 2009 every page. Cityrrown State Zip Code Date of Inspection D. System Information (cont.) Comments (note condition of pump chamber, condition of pumps and appurtenances, etc.): Soil Absorption System (SAS) (locate on site plan, excavation not required): If.SAS not located, explain why: ' Type: ❑ . leaching pits- number: ❑ leaching chambers number: ❑ leaching galleries number: ❑ leaching trenches number, length: ® leaching fields number, dimensions: One 10 x 45 field ❑ overflow cesspool inumber: ❑ innovative/alternative system Type/name of technology:' Comments (note condition of soil, signs of hydraulic failure, level of ponding, damp soil, condition of vegetation, etc.): Area of leaching field was probed and no signs of saturation or hydraulic failure were found 09-30 Heckscher.doc-08/06 Title 5 Official Inspection Form:Subsurface Sewage Disposal System-Page 12 of 15 r Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments, 160 Peppercorn Lane Property Address Ben Heckscher Owner Owner's Name information is required for Cotuit MA 02635 March 4, 2009 every page. Citylrown State Zip Code Date of Inspection D. System Information (cont.) Cesspools (cesspool must be pumped as part of inspection) (locate on site plan): Number and configuration Depth—top of liquid to inlet invert Depth of solids layer Depth of scum layer Dimensions of cesspool Materials of construction Indication of groundwater inflow ❑ Yes ❑ No Comments (note condition of soil, signs of hydraulic failure, level of ponding, condition of vegetation, etc.): Privy (locate on site plan): Materials of construction: Dimensions Depth of solids Comments (note condition of soil, signs of hydraulic failure, level of ponding, condition of vegetation, etc.): 09-30 Heckscher.doc•08/06 Title 5 Official Inspection Form:Subsurface Sewage Disposal System-Page 13 of 15 i Commonwealth of Massachusetts r Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments. a 160 Peppercorn Lane Property Address Ben Heckscher Owner Owner's Name — information is required for Cotuit _ MA'_ 02635 _ March 4, 2009 every page. City[Town 7 State Zip Code Date of Inspection D. System Information (cont.) Sketch Of Sewage Disposal System: Provide a sketch of the sewage disposal system including ties to at least two permanent reference landmarks or benchmarks. Locate all wells within 100 feet. Locate where public water supply enters the building. Ar / l \ e - / 95 ' ♦ . , 40 ^ r, 45 6 r Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments 160 Peppercorn Lane Property Address Ben Heckscher Owner Owner's Name information is required for Cotuit MA 02635 March 4, 2009 every page. Cityfrown State Zip Code Date of Inspection D. System Information (cont.) Site Exam: ® Check Slope ® Surface water ® Check cellar ® Shallow wells Estimated depth to ground water: 5 feet Please indicate all methods used to determine the high ground water elevation: ® Obtained from system design plans on record If checked, date of design plan reviewed: Date ® Observed site (abutting property/observation hole within 150 feet of SAS) ❑ Checked with local Board of Health -explain: ❑ Checked with local excavators, installers - (attach documentation) ❑ Accessed USGS database-explain: You must describe how you established the high groundwater elevation: Leaching field was engineered to be more than 5 feet from,high groundwater. Bottom of field is considerably higher than high tide mark at rear of property. 09-30 Heckscher.doc•08/06 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 15 of 15 No.d(,V S ' Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes Jd� Yes �1 (� PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLES MASSACHUSETTS Z(ppYication for �Digoga[ *p5tem Construction 'Permit pp ( Repair( ) pg ( ) ,complete System ❑Individual Components Application for a Permit to Construct ) Upgrade( )Abandon " Location Address or Lot No. 2 2 2 6 Owner's Name,Address and Tel.No. pC��Corn LAND �Ot r'�0 Assessor's Map/Parcel C a*tJ! m� C(7� Z Installer's Name,Address,and Tel.No. "]�I�-'-7V -0 V6/ Designer's Name,Address and Tel.No. I`�V 7-2?-� 191 E/»an�,e%le Gr -nveI16 �Xcav4Tinq 9au1'.o.r,1V Y - D2cy V Oren %h',51Y S? Iy�"c�y'��.�� 3 a 5�er vi7/e /Y?/) . Type of Building: 7 '.9 C6e) Dwelling No.of Bedrooms Lot Size 1 sq.ft. Garbage Grinder( ) Other Type of Building No. of Persons 2- Showers( ) Cafeteria( ) Other Fixtures -�J p Design Flow b d gallons per day. Calculated daily flow 3 a gallons. Plan Date Number of sheets Revision Date Title Size of Septic Tank UO Type of S.A.S. 2,a Description of Soil Nature of Repairs or Alterations(Answer when applicable) 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 the Environmental Code and pemo place the s_ystem-in operation until a Certifi- cate of Compliance has been iss .j by t ' oard V Signed Date Application Approved by Date b Application Disapproved for the following reasons Permit No.( h� C��7 S Date Issued Z�j wo l nn No. dlb d�S A '1' Fee �' THE COMMONWEALTH OFMASSACHUSETTS Entered in computer: P` . Yes V PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE., MASSACHUSETTS t�l r ZIpplication for Mioaaf*raem Cow6truction Permit W Application for a Permit to Construct( )Repair( )Upgrade( )Abandon(I ) ,complete System "❑Individual Components Location Address or Lot No. 22, 2 6 1 Owner's Name,Address and Tel.No. N�N Assessor's Map/Parcel o V l / � OC7 r/ Installer's Name,Address,and Tel.No. —7 671 711 - O V 61 Designer's Name,Address and Tel.No. ( /2 C_V, 7-2 j- U / �rrwn�e llo C.r�n�e 116 L xc�v4T .J j�aX� �r Al j e f /-1 v�," \. D2v'- ✓re`� Of f 7S/`/ Sj f-/;i✓j�t���/7�j�J 0 Type of Building: q ��7 � ��r Dwelling No.of.Bedrooms �� Lot Size �sq,_.ft Garbage Grinder Other Type of Building! + No! of Persons ,, Showers( ) Cafeteria # Other Fixtures Design Flow 230 7 -70 gallons per day. Calculated daily flow � gallons. Plan Date Number of sheets Revision Date T Title Size of Septic Tank UQ Type of S.A.S. `L P a Ch/ 1^04 �r/f Descripti6n of Soil 5/9 NZ2 �X y Nature of Repairs or Alterations(Answer when applicable) Date last inspected: Agreement: l The undersigned agrees to ensure the construction and maintenance of theafore described on-site sewage disposal_system 7 ` in accordance with the provisions of Title 5 of the Environmental Code and rro place the system in operation until a Certifi- cate of Compliance has been iss e4 by t 's'�the h. � Signed � ��'` Date N f _ Application,Approved-by- ---r /t ,t�kj -amCW4L :Date . Application Disapproved for the following reasons t Permit No. (900 I COS Date Issued b'/O ——————————— ----------------- ——— THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE, MASSACHUSETTS Certificate of Compliance ' THIS IS TO CERTIFY, that the On-site Sewage Disposal System Constructed(X)RepairedR( )Upgraded( ) Abandoned( )by 41 E w a M 04,.11a t at )�S 2 7. -f 7 (2, 00 I� AA t6n-ja (A4 has been constructed in accordance with the provisions of Title 5 and the for Disposal System Construction Permit No. �?QQ I -d7 S dated a/9/a / Installer Designer The issuance of this permit shall not be construed as a guarantee that the syste i 1-functtiion- s esignedy f Date 7-PLl Z/-r-,fV Inspector Fee THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION - BARNSTABLE., MASSACHUSETTS r� 'p5te` �w5truction Permit Permission is hereby gr ted to Construct epair Eppgrade( )Abandon( ) System located at 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; sr pecial conditions. Provided:Con traction must be completed within three years of the date of this permit., Date: "J��/U Approved by � � d Let)Lv Y. t c� c V A i 1 � 1 r - ---- --------------- 1 1 i , I '1 O 1 •\ 1 1 a 1 1 �O I z 1 I •� � a � o 1 O 1 \ I , 1 11 \ O � � I 1 six � �• ���s O a � Mali 0) - O 5*19 co T !i I 1 I I i 1 0 ' I 1 I , r 1 I Ii I OPEN kROOF " 11 TO a BELOW LINEN - rosPIG WOOD )OF DRAIN CLAPBO/ O VENT/LCC A4.3 A4 3 F A5.3 \�\ SN �\�sn q� s �i� a1� V �o�� �o6x1bb p, (� Y-1J A5.2 36'-0" 1 7'-3 6'-1 1 3/8" r 1 6'-1 1 1/2" I;e ' G A5.3 .. I Ab fw �— SK IGHT X4') fItNDBY AR3 . �. 14 MFG o L0 13 N 11 $ FIN FL ELE SPIRAL R +21'-8 3/8" DOWNF OM H sa PLYWOOD LO0 LOFT A4.3 F O I; €` ) OPEN ROOF TO 1� BELOW .AMIY�eYPu'm�„la 1 I'•�'S s lgf 4{ t` - a 25'-0" 4'-6„ 7'-1 1/4" + B E A A4.2 A4.3 A4.2 Public Health II Drvrsran Town of Bamstabl PO Box 534 Fax Massac u efts 02601 ax(508)775 3344 K Phone(508)790-6265 SKYLIGHTS (3 X4 ) O D NL2 STUMO H FIN FL ELEV: +21'-8 3/8 A4.3 ®`'ET SINK 7'-4 1/ " I F ins �- �� � F r �u i s a v , `` t..ogged In As: r� �' Tuesday, February 12 2008 Parcel Lookup Parcellnfo ......_,,.. _...._ Developer E „ Parcel ID'004-011 Lot.,LOTS 22, 26, 35 & 53 Location 160 PEPPERCORN LANE Pri Frontage'1, �.... � 1 29 Sec . . _ _........ ......... ....... .. ................. Sec Road ' Frontage Village COTUIT Fire District COTUIT Sewer Acct Road Index 1235 Z , Interactive Map Owner Info Owner HECKSCHER, BENJAMIN H & NANCY B. Co-Owner E Streeti 1439 WAYNESBROOKE RD Street2 city`BERWYN State PA Zip?19312 Count USA Land La Info _._. _...._ ._.... Acres 2.82 use Single Fam MDL-01 zoning i RF Nghbd WF04 Topography Level Road Paved utilities Public Water Gas Septic LocationRear Location,Waterfront Excel View Construction Info Building I of I Year ..... Roof _, :... __ ,_... Ext! Built i2000 Struct Wood Truss wall Clapboard ,y Effect ._. ._ _ ._ Roof _.. AC( .._ Area ,3895 cover lAsphlF GIs/Cmp Type Central Style Wodern/Contemp wali(Plastered Bed �3 Bedrooms �8 Rooms Int Bath .. Model'Residential 2 Full + 1 H Floor _" Rooms Heat ._. __. _.... .., , Total C ,. Grade l Exceptional pI Type Rooms Hot Air ROOMS,6 'r .. Heat ,,. _,,. Found- Stories ;1 Story w/U A.. !Pr ne Fuel!Propane ation _ --- .—.. Permit History.....ri_. ..._ _... ._ .. _. ............... l'ssue Date Purpose Permit# Amount Insp Date Cbmments 5/4/2000 New Dwelling 45877 $205,125 1110/9/2001 12:00:00 AM Visit History Date Who Purpose 12/16/2004 12:00:00 AM Paul Talbot . Meas/Est 11/19/2004 12:00:00 AM Paul Talbot Meas/Est 8/13/2002 12:00:00 AM Paul Talbot Meas/Est 10/9/2001 12:00:00 AM Martin Flynn Meas/Listed 5/10/2001 12:00:00 AM Martin Flynn Measur/New UC Under Construction ......... Sales History Line Sale Date Owner Book/Page Sale Price 1 4/13/2000 HECKSCHER, BENJAMIN H & NANCY B C157274 $1 2 8/15/1993 HECKSCHER, BENJAMIN H TRS C130944 $1 3 10/15/1984 HECKSCHER, ANNA H C42368 $0 4 HECKSCHER, ANNA H C47840 $0 Assessment History _. . _....... Save# Year Building Value XF Value OB Value nand Value Total Parcel Value 1 2008 $1,226,200 $2,900 $0 $882,300 $2,111,400 3 2007 $1,223,300 $2,900 $0 $882,300 $2,108,500 4 2006 $1,124,000 $2,900 $0 $849,600 $1,976,500 5 2005 $792,800 $3,000 -$0 $849,000 $1,644,800 6 2004 $663,700 $3,000 -$0 $849,000 $1,515,700 7 2003 $574,700 $3,000 $0 $1,034,600 $1,612,300 8 2002 $287,400 $3,000 $0 $931,200 $1,221,600 9 2001 $0 $0 $0 $845,600 $845,600 10 2000 $0 i $0 $0 $350,300 $350,300 11 1999 $0 $0 $0 $350,300 $350,300 12 1998 $0 $0 $0 $350,200 $350,200 13 1997 $0 $0 $0 $350,500 $350,500 14 1996 $0 $0 $0 $350,500 $350,500 15 1995 $0 $0 $0 $350,500 $350,500 16 1994 $0 $0 $0 $281,200 $281,200 17 1993 $0 $0 $0 $281,200 $281,200 18 1992 $0 $0 $0 $312,400 $312,400 19 1991 $0 $0 $0 $433,800 $433,800 20 1990 $0 $0 $0 $433,800 $433,800 21 1989 $0 $0 $0 $433,800 $433,800 22 1988 $0 $0 $0 $133,200 $133,200 23 1987 $0 $0 $0 $133,200 $133,200 24 1986 $0 $0 $0 $133,200 $133,200 11 Photos Town of Barnstable Geographic Information System Parcel Viewer Custom Map Abutters Map Size Zoom OutEv. In 1 1 = I P G Map 004 Parce Location: 160 PEPPERCOR AIM K a Owner: HECKSCHER, BE .. � ...................__ _ ._._.. ........_...... .............. ................___..._.......................... WAY £'� Location info rrnatton _ Map & Parcel 004011 yes x3r �. - 1F Location 160 PEP Acreage 2.82 act -� ......................................_...._...,..............._...'.___...._......_. ....._.. xs Current Owner 3 Mailing Address HECKSC N:kb� 439 WA' y BERWW [�Apparaised Value (FY 2001 Extra Features $2 9 00 f>f I Out Buildings $0 y'�l ft ''v{AA f x. Land $882,3C Buildings $1,226,. Total Appraised $2 pp 11 ,1 a� r Assessed Value (FY 2008 f Extra Features $2,900 > G: Fe ei Out Buildings . $0 Land $882,3C x• Buildings $1,226,. Total Assessed $2,111,• Set Scale 1" =1392 I Aenal Photos __. ........................................... Copyright 2005-2007 Town of.Barnstable,MA All rights reserved.Send questions or comments to GIS BarnstableMAvO.2.9t [Production] No. -)-013 - 31i Fee / THE COMMONWEALTH O -iASSACHUSETTS Entered in computer: s PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS 01pplitati0n for Misposal *pstrm Constructi0n Permit Application for a Permit to Construct( ) Repair( `Upgrade( ) Abandon( ) ..®Complete System ❑Individual Components Location Address or Lot No. A6a 9°�/� cCq��. ,� Owner's Name,Address,and Tel.No. Assessor'sMap/Parcel Q /J �v• G�D,f w� l caller's Naae,Address and Tel.No., y'a -aS(J� Designer's Name,Address,and Tel.No. xSG G Type of Building: / Dwelling No.of Bedrooms Lot Size sq.ft. Garbage Grinder Other Type of Building FS j h r C'VGg No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) gpd Design flow provided y S gpd Plan Date $� Z J r[3 Number of sheets 2 Revision Date Title S�� y/ o �,T 4/. g 1Z if_157 ` / Size of Septic Tank /, S Q Type of S.A.S. /V'Z O Description of Soil Nature of Repairs or Alterations(Answer when applicable) 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 the Environmental Code and lace the system in operation until a Certificate of Compliance has been issued by this BoariKf He Date - Application Approved by Date Application Disapproved by Date for the following reasons Permit No. 2 (�� �q Date Issued 167.10 Th COMMONWEALTH OF MASSACHUSETTS BARNSTABLE,MASSACHUSETTS Certificate of Compliance THIS IS TO CERTIFY,that the On-site Sewage Disposal system Constructed('� Repaired( ) Upgraded( ) Abandoned( )by� X (& ( mn � at /6 0 )0���� (` /l /J/ L A/' has been constructed in accordance with the provisions of Title 5 and the for Disposal System Construction Permit No. �i 3-3�,aated b Installer jr Designer #bedrooms Approved design flow W/O gpd The issuance of this permit shall not be construed as a guarantee that the system will function as designed. Date Inspector rI tar i N -o. U/ — 1 ,ri Fee ' P Entered in com�1 "" uteri r THE COMM014*EALT FF- H OMASSACHUSETTS t g PUBLIC HEALTH D�IVIS16N -`TOWN"OF BARNSTABLE, MASSACHUSETTS � `� . Zfppliration for MI8tl08aY 6pstem CoYYBtrULtID1I PrYlllt Application for a Permit to Construct( ) Repair L.V'Upgrade( ) Abandon( ) RComplete System ❑Individual Components i Location Address or Lot No. /60 �+�/0 �L(p�jJ/ Owner's Name,Address,and Tel.No. Assessor's Map/Parcel O® . �. Q G aC O_f or Installer's Name,Address,and Tel.1� No. Oq- y'a _� a Designer's Name,Address,and Tel.No. �l/f�'!!7r-`S�l�G'�'v�G4. �1 S G G Q� �i� S gip' ���' �qi9• a r j7&2is Type of Building: Dwelling No.of Bedrooms Lot Size 12g Pf�? sq.ft. Garbage Grinder Other Type of Building c( W V No.of Persons Showers( ) Cafeteria( ) Other Fixtures ) f Design Flow(min.required) �j gp g p d Design flow provided !_/ ( �" gpd Plan Date Number of sheets Revision Date j. Title Size of Septic Tank .�"�7 E� Type of S.A.S. L/TZ Description of Soil /; U 44646,e JL Nature of Repairs or Alterations(Answer when applicable) r0ge PC- X7 xDate last inspected: f -- A greement: er ,,,,,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 the Environmental Code and no lace the system in operation until a Certificate of Compliance has been issued'by this Boar f Healkt S' e> Date Application Approved by / n _ Date /b 1, Application Disapproved by J Date .+ for the following reasons Permit No. 2.a 1 Z.ol _ Date Issued /G � / --------,--------------:--------------------—------- _ _ - _ -- --------------------------------------------- TH E COMMONWEALTH OF MASSACHUSETTS BARNSTABLE,MASSACHUSETTS Certificate of Compliance r THIS IS TO CERTIFY,that the On-site Sewage Disposal system Constructed(K Repaired( ) Upgraded ' Abandoned( )by jK,�X/r �s 1 at /ti ,QpW ! 2� ,� AZ has been constructed in accordance with the provisions of Title 5 and the for Disposal System Construction Permit No. 10 l 3 gdted b / F'w Installer ! Designer t #bedrooms Approved design flow �f U o'" gpd The issuance of this permit shall not be construed as a guarantee that the system will function as designed. Date Y Inspector ' 1 _ --------------- ---------------- - .-------------- -----. ----------.------ -- --------- --- ---- --- ---, ------ No. Q f 3 ' /�' Fee _L(' r THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION-BARNSTABLE,MASSACHUSETTS Misposal 6pstem Construction 3PPrmit Permission is hereby granted to Construct( V) Repair( ) Upgrade( ) Abandon( ) System located at �,��0 K/.9 CAL C_424 o4 4 Al and as described in the above Application for Disposal System Construction Permit. The applicant recognized his/her duty to comply with r t;M Titl� e 5"and the following local provisions or special conditions. "Provided:Construction must-be completed within three years of the date of this permit. ` Date U / 3 Approved by THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE, MASSACKUSETTS Certificate ®t Compliance �'� THIS IS TO CERTIFY,that the On-site Sewage Disposal System Constructed(X)Repaired( )Upgr oed( ) Abandoned( )by /°fi�tl�r�►.rr fa ri at 0 cf— has been constructed in accordance with the provisions of Title 5Sd the for Disposal System Construction Permit No. dated Installer Designer The issuance of this permit shall not be construed as a guarantee that the syste fund esigned/� /� (� Date 4 //7 1 Inspector No. � Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes / PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE., MASSACHUSETTS 01pprication for ;Di.5poga1 *pstem Construction Vertu Components Application for a Permit to Construct(7G )Repair( )Upgrade( )Abandon( ) �Complete System El Individual Location Address or Lot No.160 Pe �o ec�n r ha ��}wj,t Owner's Name,Address and Tel.No.' 134r.� H-_e_ksch2.v- Assessor'sMap/Parcel6 Guicre)6� tW Installer's Name,Address,and Tel.No. Designer's Name,Address and Tel.No. �12 Y1rt�..� S� � 6s8zru it I.e. Type of Building: Dwelling No.of Bedrooms 21 h re<_ Lot Size 74A80 sq.ft. Garbage Grinder.) Other Type of Building No. of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow /tom Gr4/4rr ga}let�s-gay. Calculated daily flow 33 O gallons. Pl n Date 29 2 eir�o Number of sheets One_ Revision Date a _91/T Title 5 ri t Alec%sch.-_r Size of Septic Tank oe 9 /lvhs Type of S.A.S. �«c! F��/ ldk'x 95 t Description of Soil %/c,,rG le so:T/ /h pa " a/o.2s e ice- 73-92 ) i Nature of Repairs or Alterations(Answer when applicable) 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 the Environmental Code and not to place the system in operation until a Certifi- cate of Compliance has been is s is f Health. Signed� A Date Application Approved by Date / 7 Application Disapproved for the following reasons Permit No. -ZdZV- 2 " Date Issued t No. 7/ � Z / .( t.' -' Fee r l t THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: PUBLIC HEALTH-DIVISION -TOWW6F BARNSTABLE., MASSACHUSETTS �es ZIpprf catiott for'.Miopaar 6pgtem (Congtructiott Permit �. Application for a Permit to Construct(X )Repair( )Upgrade( )Abandon( )4 �l Complete System El Individual Components t Location Address or Lot No.j(,p Pe��ereorn 1-N �C.�c� f Owner's Name,Address and Tel.No. �!'cti Hacbta3ch¢.v i Assessor's Map/Parcel G �`/ /Z .�wczr Yna c ran 1 c(O$ Installer's Name,Address,and Tel.No. ntDesigner's Name,Address and Tel.No. 4 Zrr—913 - � � �� 7aX�cr °Nk.c.4 1-Ivlw►we.� t 51Z t4AC i-t S+ . 6-_�izruil l.e. Type of Building: Dwelling No.of Bedrooms 'To rac. Lot Size 7 A HBO sq.ft. Garbage Grinder) Other Type of Building No. of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow Ito �..,,-L 11&ec/111„rr ^pt .hAa y. Calculated daily flow 33 O gallons. t Plan Date . /Z9/2�so Number of sheets Ceze_ Revision Date Title / All ac%sc r 4 Size of Septic Tank 1o0 a/cY, Type of S.A.S. /roe-A ��/ /A°X 45 _ r Description of Soil: se:/ t;Nature of Repairs or Alterations(Answer when applicable) Date last inspected: .K Agreement: The undersigned agrees to ensure the construction and maintenance of the,afore described on-site sewage disposal system I in accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a C_ertifi- cate of Compliance has been issu is f Health. 1' i Signed Date Application Approved by ZZ Date '`� 4174" Application Disapproved for the following reasons Permit No. '� 2 7, Date Issued S• I F THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE, MASSACHUSETTS (Certificate of (Compliattce THIS IS TO CERTIFY,that the On-site Sewage Disposal System Constructed( d, Repaired( )Upgraded( ) Abandoned( )by at o lvi has been constructed in accordance with the provisions of'fitle 5 and the for Disposal System Construction Permit No. Zd'70-Z Z % dated 4/ /07-` Installer Designer The issuance of this pe 't shall not be construed as a guarantee that the syst ill fu ton esigned. Date � 9�/ Inspector /r --------------------------------------- NO. " Z / Fee r. 0(( THE COMMONWEALTH OF MASSACHUSETTS 00 PUBLIC HEALTH DIVISION - BARNSTABLE, MASSACHUSETTS` Miopogai r tem Cott!5truction Permit Permission is hereby granted.to Construct.,( )Repair( )Upgrade( )Abandon( ) System located at M Or > /��u 16A 1,4&ct and as described in the above Application for Disposal System Construction Permit.The applicant recognizes his/her duty to jar comply with Title 5 and the following local provisions or special conditions. Provided: Construction . t be completed within three years of the date of thi e 't. 1 Date: u d Appro"ved b ' Y I TOWN OF BARNSTA.BLE LOCATION 140 PEPPERCORN LANE SEWAGE # VLLAG ASSESSOR'S MAP & LOT 4; `-,pcl . O 11 INSTALLER'S NAME&PHONE N EMANUELLO EXCAVATINhot 22&26 O. 9 ASH ST, HINGHAM,MA 02043 SEPTIC TANK CAPACITY 1500 GAL. LEACHING FACILITY: (type) LEACHING FIELD (size) 1Ox45 NO. OF BEDROOMS 3 BUILDER OR OWNER KENNEDY & FOUGEREE'INC A H. HECKSCHF.R PERMITDATE: COMPLIANCE DATE: Separation Distance Between the: _ Maximum Adjusted Groundwater Table and Bottom of Leaching Facility 5 Feet Private Water Supply Well and•Leaching Facility (If any wells exist none 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) 110 Feet Furnished by EMANUELLO EXCAVATING AL EMANUELLO V.P v Vn! Q Mlid !�N K to A4 Liliz a 0 � manuellc� 9 Ash Street • Hingham, MA 02043 ���G J 7 8 1 7 4 9 • 0 4 6 1 b. 44 "v 2 ,b TOWN OF BARNSTABLI✓ LOCATION PEPPERCORN LANE SEWAGE # VILLAGE COTUIT ASSESSOR'S MAP& LOT_4 pcl . 11 lot 22&26 ` INSTALLER'S NAME&PHONE NO. EMANUELLO EXCAVATING 'SEPTIC TANK CAPACITY 781-749-0461_ 3 500 GAL LEACHING FACILITY: (type) LEACHING E1ELD (size) 1OX45 NO. OF BEDROOMS 3 BUILDER OR OWNER KENNEDY & .FOUGERE INC. A.H. HECKSCHER PERMITDATE: COMPLIANCE DATE: Separation Distance Between the: o Maximum Adjusted Groundwater Table and Bottom of Leaching Facility 5 Feet Private Water Supply Well and Leaching Facility (If any wells exist on site or within 200 feet of leaching facility) NONE Feet Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of leaching facility) 110 Feet Furnished by EMANi1Rr.=,0 EXCAVATING RJ Farah Engineering,Inc STRUCTURAL to AND RE BUILDING ENVELOPE ENGINEERS BpMON SUITE 20t MA021110 0 T 61 17.605.0901 }} cuD+r: . `r teeto[t°-[�i�wvIND) I� PAULROIFF R4'A 9/4' IN HEATH PROPERTIES t DEVELOPER: DUNNRLDEVELOPMENT D6TERVILIE.MA m \ ..._...... DESIGNED BY: 1\♦ r,,,,,,,,,,,,,,,! y GOLD LEAF BUILDERS AND DESIGNERS r PALM BEACH,FL Garage m � r l .B5•-0•i i B•-,I - - 1 1' I I L- -L - i• el 1 : I 1 ] !1 I - 1 I 1 I I •. I I ly::� •. � I I . 1' Z—i 1� Lu Of 56'�' r1 / / j gh� \ \ \ T-b• b•-0- 1 W O F / 0. / !. , ,-I- / .5._' UU 77 W i r�ooD EY.RlIIND wREPLACB e: / // D• � / / / /� � ,o-C,Breakfast .d 1 i =J m ---------.---------- \ a : Pool Houx l2 I closet 1 Living kitchen La [dry \\ - C Ba[fi Room _ 'm\ ^ beck. •w _ ^ _ ner w*F oesrnnvnon •R �`\ \\ b 3l'-0' 1 5 V4 3'-3 90'-5 V3- II: - _ DRAWING ISSUE:FOR PERMIT r h ID'7• II'9' \ O O n \\ ______________________ T ISSUE DATE: 6.26.15 O\ in Fe4 YC BRED ARC Mevh[n closet \ \\• '.\ Room - --------------------- a \ \ \ 5'5- L 37>1/2-•T L la-]ln• in1 Lny 1' i O IN e Fo 5 / _T oT OHYETi v Lr 3 EIN •19T/ ON Library '�Olr.l To Dining L— i- S r•+'=1'-0• Rovm n JOB NO: R14146 a //} o uP __ �Ll/e OP BAY ABOV2 O / \ , . p a-0• b Y•13 DRAWING TITLE: PROPOSED I i \\\ i FIRST FLOOR 1 PLAN First Floor Plan L T1 p� 1 SLALE:IH'.I'-0' A ABOVE IS' 4'5- F 1 SNEET N .: Al'_D• ib•_4• 3'-,' 4'-0• D•-0• 8•_3• p•-0- DN mD•_9- p-O• 4�' 1 F\ 1 •O q: 1 1 �. DOOF 5G1'1E.DULE AT ALL EXTELOR A ALL MRS1!%"L•H TO BE PROVIOW WTH IHSECT 5CREI!15.PROVIDE PULL yrA eR 60ONEHAM, AVENUE J I SUITE 20/ 11 NI STMMN6 AT ALL POOR MG MNPOM LOCATIONS. - x STON617.6_MA01 BO LL ER V T 61T.6a5.0901 NOTES • r Z I INDICATES POST UP T �LFPORT ILREEN - _V —7 N _ \ PAUL HEATH PROPERTIES Op D EL • D " _ I _._ .__ O % 3 \\\\ 3 \ OSTERDUNHD NHIV)LLE,MA LL DE EDEVELOPMENT DBL PATIO EK1RY PRS IST FL 1 5'-0-%T-0• __..._ OBL PATIO EMRT DRS 3NP • DESIGNED BY: I (_ 19'-,1/3• III GOLD LEAF BUILDERS AND DESIGNERS 9 9'-0•X T'-0' 9- �• PALM BEACH,FL . ExnT 'OR EMRY 1 15 -mod Ex1ERIOR STORAbE MHTR1' , 9'-0-%,•-0• c1L 1 St r. BATH.IST FL 5 3'-b'%,•-0• //7 rtf - Bath CLOSET.IST FL 6 :2-b-X T-0• ELEVATOR IST R , 9'-0'%T'-0• I''. I$ - _-_____-r=... I `; ELBV MACHINE RM. D 91-6'%T-O' shw' UTILITY CL F'e LIEYSAR'C.LAUIHORT'•CL.PER.OR 10 5•-O"x T-O" 1_ iat 1C KITCIEN EHTRT 11 9'-0'%T'-0' 1Y 'ac ess FL 13 Guest bARGE DTT 15 Bedroom 1 ' .......... 5-0'%bD' GB BATH.15 =2HO 19 .. ._...._ ELEVATOR 2H O FL 14 9'-0-%b'-D• + i r C BATH.CLOSET Tm FL 15 3'-b•X 616, _ ___ Cl POCKET DOOR 16 2•-6•%6•-D• M LINER CLOSET IT 1'-6-%b'-0 L " •I I St F. ( . DBL CLO D SET OOR]NO PL 16 9•-b'%61-6' Z. 4 \ 4•-0• t a HECK STORAGE 19 9'-0"%6'-D• I Y &ARA6 OH DOORS ]O D'-0'X To• H' _ I - t-� BEDROOM ]I 9'-0"X 6'-0' l I F D'-b' LrL-�i Z i/I 11f11SV1FPF/t YI'HDOWS _ /W� F� z C W � 1 G 0 S'6'.� 4,-d- TIO,/D• D•-I I/D• {•"b• �I LPL! O. 31'-3 I/H• j V/ T- ---- ----------- _^.____/ GL /' - mac \\' (�1 W /' \ 1 O LD -- --- --------------------------- -------- ---- ------ ----- --- I ____ <1 Z I .,. ,:� ' ^•:" u ` - __. _6' ...V4'� .5'-T.V4:-_- S,L I •I I I 2 : / 6A5 FIREPII•CE BT OH":tl _ 1 t` — I]•_D- / Bedroom 1 Bedroom#2 - 7 His His ; 15 Closet Master Bat /4' Bedroom FBB — 5 -- ---- _— it��' � ''i 6•-lo v,• 1-e IR :o _—.------._'_''i`m__: 1 ,' � ilil a in IS 6'-O• ' 4'-0 1/4' b'-9 V4• O II•_]• ,VD' .—{=H-UH`. 3' '-'�• 6•� {-`ice ID Bath ,fl n D wTfING 155 6ESOIm , c DRAW— PERMR i- ISSUE C l E cl/ T ' r ' �\, \`\\ ,� 19 �-. $]7W, = —J O - _-. • '�o o i >,•3 v3• ,'iT, - — � I _ ��aV� � PHA ��* \. i� 'nw• _ 4ck sh� \ laundry4 r Bath 1, I n. , HTo y \ s•-u v4 S �� i ASS. y ' '\ .]. ._B 1/1• Bath B• W-11 I!3• D'-0 V3- - sC5 i/4• ' f 5-10'71 1 \ P I \ T r.Io•• \ i - m _.......__ ;� _— t1 O -- n \ ; !/' •T 10'-99/4• 9/4' \ .Zo. Q Sitting �\, / , B'II• 9'-2' ORA \ ; Room ti �, ' CHECKED BY: II ` ___ 2v ________________ __________ f ' . �•.\ Office 4 SCALE: 1/4.=1.-D. 0 1 , o _ n NO: R14146 I ' 1 r t \ 1 1 70 m Lpexf 5._T. {'-0. 6•-L' r m b�lowl \ 14'-0I!1' ' / I \\ I DRAWING TITLE: 1 LINE OF POOP OH ABOVE PROPOSED; � \ - - \ I SECOND O I FLOOR I __� F 1� ------ -------- �s --------- ----- ------ ------ 1� PLAN _._ D'-0' 4'-b• 4'-b' I� SHEET NO.: Seco d FloPlan_ 5 : 4' or -0'� A A L I 1 J Y. r � O C N f*1 m rn O O O R v m z � c> g m T m �— T ' I O • a C S V 7q v, r O C C/f r+i O O O _ ._.... --- .. �...- - _ ... _� _-�:_.. .::a.�_�,. .. c.►_...�;.:.�_-.�-.:_.�..�,.__� -.. - _ L;.,�=_..,. .- mac.-x-._ C-) - �,H I m Z � Z �I ,c/� T o m � O O O r �1 S ®Copyright 2016 Derek Rubinofl,Nchilect ARCHITECT: - Derek RURWOK,Arahlteat 101 L66ell St West Roxbury,MA02132-3135 Contact:Carol,Rubinofl,A/A,LEED AP 11 -' dreblaaflUderekrvbinafl.mm (017)504-2500 CLIENT: ,l 1- I 1 t .y DECK - - esnwzara sa MECH w I \;1l Na e.a oe>o wAa I 160 Peppercorn Lane } ElLn v BR F ST GARAGE `-£ DECK WINE BATH w) l� FAMILY RM LIVING RM DINING RM — '1 M ELEV. I " MACHINE --____ 1: ROOM ------ II II II II fi II II II II II II mw� -- - I -P IEk 1 � I F7, � II II II 6 II' II 160 Peppercorn Ln, lip Bamslable,NIA 02635 3 - - -- - PROPOSED FIRST �S LINE.1BAYABOVE ------ ------ i LIBRARY KITCHEN FLOOR PLAN - Checked By. Checker a r Jab No: 1655 A1 .0 First Floor t 1 3116"=1`•0" r ` r I .. 8 ' O Copyright 2016 Darek RubinoR,Architect _ Derek Rubinor(Arohitnt 101 Leceb St West Roxbury,MA 021 32-3135 I� Conle Dull k RubFWR,AIA,LEED AP 1 - (017)6 4-2599krubkroR.com `t tat 6oa•xseg CLIENT: l r' f i - r It 4 I HIS BATH HIS CL k omoemlo sar No B Deb 0ox40. MASTER ;� I i I I I E 160 Peppercorn Lane BEDROOM 11 Q 'i - BATH BEDROOM 92 � BEDROOM#1. llll +� BATH STOR. SS 71 --CL--- -CL �� HER BATH DRESSING I- LAVUNDRY ---CL-- GUEST ® - I� I MECHI. BED RM 6 I E BAT F STOR. BATH - I 160 Peppercorn Ln, . I OPEK- f' BEDROOM#3 Barnstable,MA 02635 ,,-BELOW,,_ �1 1 PROPOSED SECOND Fp 1 FLOOR PLAN 3 � •A g il� a - checked By: Checker (. Job No: 1655 f� k 8 fi � A1 . 1 Second Ploor l PIPES TO BE LAID LEVEL FOR +►" ' 2'OUT OF DISTRIBUTION BOX • WATER TEST D-BOX FOR�... � --man " .."' . � "'•�� LEVELNESS* FLOW :: '�E OF WETLAND. EQUALIZATION FILTER FABRIC OVER G INSPECTION PORT ENTIRE FIELD SEE PLAN VIEW FOR LOCATIONS 5Y5TEM 5WINGTIE5 T.O.F. @ EL. I'I.o - — — - _ —EL. 10.5 EL. 13.1 —�- 4'SCH — _EL. 10.5_ 40 PVC TOP @ EL. 8.1 A B C I O" 14" " LEACH FIELD-24'x 32' (12)FLOWDIFFU55ORS LINED w/3/4"- I V/z"DOUBLE WA5HED STONE IN5TALL GA5 BAFFLE�I L8 O°:.......:�7.8 BOTTOM @ EL. G.G IN OUTLET TEE—✓ 8.75 ?7.'G 1 48' 28` (EXISTING) INSTALL 015T-sox ON 501L A1350RPTION 5Y5TEM G'LAYER OF COMPACTED 5.0' 2 55' 22' 1500 GALLON PRECA5T DB-G 5TONE BA5E SEPTIC TANK (H-20) ADJUSTED GROUNDWATER 3 50' 2F' @ EL. I GO (NAVD88) (EXI5TING) PER 135C GROUP PLAN 4 75' 55' DATED 09-24-2013 SEPTIC SYSTEM PROFILE Io 11 1.2 ► I i EX15TING I GARAGE DESIGN CALCULATION5 DWELLING i SLAG F.F. . EL. 14.4 I EL. 1 2.5± ' DAILY FLOW: (5) BDRM5. x 110 GPD = 550 GPD SEPTIC TANK: 550 GPD x 200% = 1100 GPD C 1 I.s I USE: 1500 GALLON PRECAST SEPTIC TANK SAS: 24' x 32' `LEACH FIELD ( I 2) FLOWDIFFU550R5 r A B PROPOSED ORIOBUTI N)Boux OUTLET I LINED w/ 3/4" - I V2" DOUBLE WASHED 5TONE i 1 1.3 , , I � , 2 I ME PLAN VIEW FOR LAYOUT) i 1 BOTTOM: 24' x 32' x 0.74 5G8.3 GPD I TOTAL: 5G8.3 GPD HillI — —1 -------- EXISTING 1500 GAL. i / ----- ----- SEPTIC TANK—OUTLET @ EL. 8.75 ORIGINAL LOCATION 4 OF 501,L ABSORPTION 5Y5TEM _100%EXPANSION EXISTING WATER AREA-IF NEEDED WATER LINE WILL,r- / I—WEED TO BE RE- LOCATED I O'AWAY,I ' I 1/ i i --- --- _ TPEPPERCORN _ ----------------------- --- - O PEPPERCO 10 -------- --- RN LANE ----------- CERTIFIED AS-BUILT --- ------ -- _ 5ITE - 5FWAGf. PLAN 151- 5' ------------------------ FOR GO PEPPERCORN LANE COTUIT, MA 12 PREPARED FOR 5EPTIC 5Y5TEM DE51GN CERTIFICATION 12 COTU IT VINEYARD LLC BY MEYER 5ON5, INC. 5CAlE DATE DRAWN BY I" = 20' 1 1-24-2020 TMW JOB NUMBER REVI5ED 5HEET & , 14-034 5P-3 g # `r eis ,_y . WELLFR * A550CIATf5 - o. ,.40 t _ P.O. BOX 417 CENTERVILLE, MA TEL: (508) 328-4G92 EMAIL: trl5Weller@cgmail.com k t Z.`7 �0 REGI5TERED LAND 5URVEYOR5 * ENVIRONMENTAL CONSULTANTS Traverse PC PIPES TO BE LAID LEVEL FOR 2'OUT OF DI5TRIBUTION BOX WATER TE5T D-BOX FOR `'" - �"' - "► . - - LEVELNE55 +1 FLOW `�' ' � - - - -- - - --" - - -- - 6" INSPECTION PORT EDGE OF WETLAND EQUALIZATION FILTER FABRIC OVER ENTIRE FIELD SEE PLAN VIEW FOR LOCATIONS SYSTEM 5WINGTIE5 EL. I'I.o — — T.O.F. @ —EL. 10.5 — EL. 10.5 EL. 13.1 + 4"5Cn — ___. — A B C 10" � LEACH FIELD- 24'x 32' TOP @ EL 8.1 14' 40 PVC (12)FLOWDIFFU55OR5 LINED wl-VW- I lW DOUBLE WASHED STONE INSTALL GAS BAFFLE 8.O 7.8 BOTTOM @ EL. G.G IN OUTLET TEE 8.75 7.6 1 48' 28' (EXISTING) INSTALL 015T-13OX ON SOIL A1350RPTION 5Y5TEM G"LAYER OF COMPACTED 5.0' 2 55' 22' 1500 GALLON PRECAST DB-G 5TONE BA5E 5EPTIC TANK (H-20) ADJUSTED GROUNDWATER 3 50' 2G' (EXISTING) @ EL I.60 (NAVD88) PER 135C GROUP PLAN 4 75' 55' DATED 09-24-2013 SEPTIC 5Y5TEM PROFILE to 1 1.2 1 EXISTING GARAGE DESIGN CALCULATIONS DWELLING 1 sLAe F.F. .DWELLING 14.4 1 EL. 1 2.5± ' DAILY FLOW: (5) BDRM5. x 110 GPD = 550 GPD 1 5EPTIC TANK: 550 GPD x 200% = 1100 GPD 1.8 U5E: 1500 GALLON PRECA5T 5EPTIC TANK 5A5: 24' x 32' `LEACH FIELD ( I 2) FLOWDIFFU55OR5 - A B PROPosED (6) ouTLET LINED W/ 3/4" - I %2" DOUBLE WA5HED STONE I.3 DISTRIBUTION BOX - (n-20), 2 (5EE PLAN VIEW FOR LAYOUT) i 1 BOTTOM: 24' x 32' x 0.74 = 5G8.3 GPD • • I im MUM - --- �clsTiy� wArE TOTAL: 568.3 GPD -_SERVICE --------------._. EXISTING 1500 GAL. ------ 5EPTIC TANK- OUTLET @ EL. 8.75 I ' 4 % ORIGINAL LOCATION 4' 4' 4' 2 1 i3 /% OF SbIL ABSORPTION 5Y5TEM ��- - 100%EXPANSION --- __ I AREAIF NEEDED EXISTING WATER SERVICE I----- 1 WATER LINE WI!L,�- � LOCATED 101 AWAY I �/ I It I I ' •JOB i � � � I / i I/ ---------------- - T _ _ -\---- -- ------------ ----------- -- 10 ,� .-��_ _ � 1'EPPERCO � - - ----------- RN LANE CERTI FI ED A5-DUI LT --- ---- ____ _ SITE - SEWAGE PLAN 181.75' - ------------- - FOR GO PEPPERCORN I LANE COTUIT, MA i2 PREPARED FOR 5EPTIC 5Y5TEM DE51GN CERTIFICATION 12 BY MEYER * 5ON5, INC. COTU IT VINEYARD LLC SCALE DATE DRAWN BY Is = 20' 1 1-24-2020 TMW JOB NUMBER REVII5ED - 5NET# 14-034 5P-3 WELLER A550CIATE5 P.O. BOX 417 CENTERVILLE, MA TEL: (505) 328-4G92 r -� EMAIL: tri5weller@cjmail.com le @g 1 REGISTERED LAND 5URVEYOR5 * ENVIRONMENTAL CONSULTANTS Traverse PC \ _ PINQUICKSET pEPPERCORN SCHEDULE OF ELEVATIONS \ LOCUS INFORMATION GENERAL NOTES COVE LANE j W 1. THIS PLAN IN ONLY INTENDED FOR THE DESIGN AND CONSTRUCTION TOP OF FOUNDATION 14.00 A _1• CURRENT OWNER: 40 CROSSWAY, LLC OF THE SEWAGE DISPOSAL FACILITIES. Q 4" INVERT AT BUILDING 11.38 B � \. \ ,, TITLE REFERENCE: CTF. 193463 2 ALL CONSTRUCTION METHODS AND MATERIALS SHALL CONFORM TO 4" INVERT AT SEPTIC TANK (IN) 11.D5 C \ 310 CMR 15.000 AND BARNSTABLE BOARD OF HEALTH REGULATIONS. a 4" INVERT AT SEPTIC TANK (OUT) 10.80 D �/ \ �/ PLAN REFERENCE: 11544 5. L M 3. THERE ARE NO KNOWN OR PROPOSED PRIVATE WELLS LOCATED EYPRO R0 \ 2 4" INVERT AT D-BOX (IN) Q.77 E /� �-, � NN / � HITHIN 150 FEET OF THE PROPOSED LEACHING FACILITY. ASSESSORS MAP:' 004 4" INVERT AT D-BOX (OUT) -%f& F �`�� r' PARCEL: Oil l 4. IF AN OVERDIG IS SPECIFIED, REMOVE ALL TOPSOIL, SUBSOIL AND \ \ PINQUI CKSET COVE ELEVATIONS AT LEACHING FACILITY ZONNG DISTRICT- RF / `✓ \ \ TIDAL OTHER UNSUITABLE MATERIALS. NANTUCKET SOUND ��� \ \ 4" INV. AT LEACHING CHAMBERS �.50 G (BRKOUT 10.50) �` \ I SETBACKS: FRONT 5. IF AN OVERDIG IS SPECIFIED, REPLACE ALL EXCAVATED MATERIALS H SIDE I `I FREE FROM ORGANIC MATERIAL AND DELETRIOUS SUBSTANCES 1 EXCAVATION OA GRANULAR SAND, LOCUS M A P BOTTOM OF LEACHING CHAMBERS 7.50 REAR NOT TO SCALE ESTIMATED SEASONAL HIGH GROUNDWATER 2.50 J / I MINIMUM LOT SIZE: 87,120S.F. 2 ACRES MNIURES AND LAYERS OF DIFFERENT CLASSES OF SOIL SHALL NOT \, #15 ( ( ) BE. USED. FILL SHALL NOT CONTAIN ANY MATERIAL LARGER THAN 2 / #1 `\, .�•� .\ \ \ EXISTING TOTAL LOT AREA: 2.94t ACRES INCHES. A SIEVE ANALYSIS USING A #4 SIEVE SHALL BE \ NITROGEN SENSITIVE PERFORMED ON A REPRESENTATIVE SAMPLE OF FILL. UP TO 459E� /� ,..-- � �\. ` •\ �.►�"" WF#17 / i ~ j ��l ZONE: NOT A ZONE II (STATE) AP (TOWN) BY WEIGHT MAY BE RETAINED ON THE #4 SIEVE. SUCH ANALYSES n - \ MUST DEMONSTRATE THAT THE MATERIAL MEETS EACH OF THE P c "�3�s \ COMB/NEC} LOTS ��� \ r \ \ � l �.�� 1�;�. �L> NAIL SET IN FIXED PIER FEMA FLOOD FCLLOWING SPECIFICATIONS: sJ� BRIAN G. tiG • \, , L� ELEV. 6.8 NGVD z YERGATIAN \8 \ 127,882±S.F,4.94±ACRE / - WF#1� \ D` 1 HIGH TIDE UNDERNEATH ZONE DISTRICT: V-17, EL=16 f• \ VVF# - -\ D F� EXISTING ®1:30 PM ON 9/19/2013 A-13, EL=12 100�6 MUST PASS #4 SIEVE CI IL ., '� ,o / ✓ / \ \ �� R �� �U� PIER, RAMP B 9 No. CONC. BOUND �'� �'\ ,, I- / / r -' ~�' �' '.ADD ELEV 2.4 NGVD ., & FLOAT 109G MUST PASS #50 SIEVE q F \ C DATED 7/2/1992 0- GIs FOUND & HELD \ y ''`� 1 -� \ \ \ \�� PANEL # 250001 0022 D 0-20X MUST PASS #100 SIEVE FSSiONA.. G #19''p rrr ( \ `� 0-5X MUST PASS #200 SIEVE WF#n/P \ /� -- \ ` \ `\ OVERLAY DISTRICTS: ESTUARINE DISTRICT 1,3 ~��\ TOP OF COASTAL BANK N.H.E.S.P. "8S 2 \ % /� �� ` ` \\ ,, h �`` \� EASTERLY SECTION APPROVED BY 6. EX-STING UTILITIES WHERE SHOWN ON THE PLANS ARE APPROXIMATE. `\ `\ THE BARNSTABLE CONSERVATION 1W. ENGINEER DOES NOT GUARANTEE THEIR ACCURACY OR THAT �• # i _ WOODEN /\ \ ~` COMMISSION IN 2011 / `� �L. SUBSURFACE STRUCTURES ARE SHOWN. CONTRACTOR SHALL �• `\ O'� � � 0 ''� ��`` E � r� �` ,� S '� IEIFY THE SIZE LOCATION AND ELEVATION OF INVERTS OF --^ � �`` a \ ``` .�` y q�rMgR' BRIAN G. YERGATIAN DATE G a C` �` �� WF 1 Sy ,� UT_ITIES AND STRUCTURES, WITHIN THE LIMIT OF WORK, PRIOR TO •oo. \NF / ..r'� f /'. oqs .4 , \ \ �'`�--_ PROFESSIONAL ENGINEER WF 21 # / �\ / �._�_ \. \ `� HI: START OF CONSTRUCTION. IF ANY DISCREPANCIES ARE _ ._ - -- ,. f .- \� 6 \,� \ � � `\ --�. ---• `-- D-- ' .._ -- -..., I)I�;OVERED OR.FIELD CHANGES REQUIRED, THE CONTRACTOR SHALL t.. - ``�- ---- _ fr'� WF#1 NO''FY THE ENGINEER IMMEDIATELY. CONC. BOUND \ i � � �• � \ �-- -- / ,r ,� FOUND & HELD \ \ , �� \ \� , _ _ -`"-- r / ,r1WIMr re >. �. ` `�' `. � FO \ - . .� , �� w� CONTRACTOR SHALL BE RESPONSIBLE FOR PROPERLY �. . � C' ---_.... � ,r 7. THE i WF#10 �-.\ \ - 2 - f �.r' ,� COORDINATING THE PROPOSED CONSTRUCTION ACTIVITIES WITH „�#9 -� All y .° DI( SAFE AND THE APPLICABLE UTILITY COMPANIES, AND SHALL SEPTIC SYSTEM yDE%N , ` /' '� WF#1 a___ WF#1" -, WF 1 C'316PLETE THE PROPOSED WORK WITHOUT ANY INTERRUPTIONS IN . _ SE PACE.o - -��C U P RAD E .PAIT WF#1 '' -_. 8. CONTRACTOR IS REQUIRED TO NOTIFY DIG-SAFE, PER MASS. ��°' �. t..,.,_.. = � ` � �o \ \.� .f,.:�_.- .: •�"� - =-.='"`'v--,,..., 1'' '6�G.., �#1 ;�'� � / SyJ4'IUTE CHAPTER 82, SECTION 40 (1-888-344-7233) A MINIMUM PROPOSED " Y ` LIMIT OF MONUMENTED '-'-_e �% / 0' \\ t '= RESTRICTED AREA BASED ON_ ,�' OF '12 HOURS PRIOR TO THE START OF CONSTRUCTION. 4-BEDROOM IE �a\ �� DWELLING �, \�" : ti 2011 f.NFORCEMEENT✓ORDER � -- _„ � O% 9. THI$ SYSTEM IS NOT DESIGNED FOR THE USE OF A GARBAGE 160 PEPPERCORN LANE TOF=14.00 \ -- �� / GRINDER. INSTALLATION OR USE OF A GARBAGE GRINDER AT THIS 0v DF U F.F.E.=15.00 \ �' LEACHING_EIELD-0 INSTAW (2) CONCRETE - �/ � PRt ERTY IS NOT ALLOWED PER 310 CMR 15.240(4). IN LEACHING FIELD #1 ' / '\ �.�°• ,`O \ \ ►CH PITS INSIDE a / yo / INSTALL (2) CONCRETE e \ ..... COTUIT LEACH PITS INSIDE A SS \ Gs GARAGE ao - 15'X8' STONE BED ` 1 ;i ' r,: ® J \• „� �`� - -- / ,VQ MAS SAC H U S ETTS �: \ NEW �/ /0 --- / GRAIGA>, a FIELD PUMP DRY, CRUSH AND f S "\ ® \ R PIPE LOCH N TORING �`�` e J���� �' ~ (BARNSTABLE COUNTY) DISPOSE OF EX. SEPTIC TANK SO `° , °j PROPOSEDsFp Cs `� 0 1 J IN ACCORDANCE WITH TITLE V MATERIAL: STORAGE ryv \� DURING .__. --� \ UPS 1.500 GALLON ?S \ 4 CgN.STRUC;fibk \ EDGE OFs� �2 SEPTIC TANK \ S• 1. �\� \ STONE FIELD / �` �1 r� / S I �` Y1.11N LEACHING FIELD #2 I'1.5 71) o TP-2 33.5 x12,83 -- �4 1 9/Z`f�2 O /3 INSTALL CONCRETE LEACH PIT INSIDE AN 8'X8' STONE BED �--�-�.D tip . SYSTEM PROFILE _ \ �La _ NOT TO SCALE `` 1�_SE7EACK TO COASTAL SANK �- RESERVE AREA o D� N CALCULATIONS SEPTEMBER 24, 2013 4" SCH. 40 PVC �c c3CaU'tyD e SC FT. 33.5 x12.83 `" r' �` \ ! f-C`tlSND_& HIED EL-A S=o.01 \L ont LINE DESIGN F TOP FOUNDATION 500 GAL CONC. y � o�''�t� ryy � \ TP-3 �. ti S' �` I 4 BEDROOMS ® 110 GPD/BEDROOM = 440 GPD FIRST PIPE LENGTH LEACHING CHAMBER ryh ` . \ ,� \ E =13.0t 4" SCH. 40 PVC TO BE SET LEVEL (TYP•) TP-1 •airy/ \` `�\ FOR MIN. 2' o�` r 4 \ UTILITY LUSTER REQUIRED; SEPTIC TANK L=16.5 FT. FINISH GRADE CLUSTER ' S=0.02 " EL=11.1-11.4 `" `` CATCH :. 4 SCH. 40 PVC :;: \ \ \ BASIN 1 �`, - 440 GPD'X 200% - 880 GALLONS >• 5 OVERDIG AND REMOVAL \ �. CS;. USE 1,50b GALLON SEPTIC TANK SIONS OF UNSUITABLE MATERIALS BENCHMARK: / ` Zcs LEACHING CHAMBER INSTALL 40 MIL `r . . / / f; NO. DATE DESC. IMPERMEABLE LINER TOP CONC. BOUND RELOCAT . !?� �� SIZE OF r3EQUIRED LEACHING FACILITY c o 0 0 0 0 o d c c 40 MIL CRAWL EXISTING ` SPACE i I=8 G o 0 0 0 0 0 o ci o o IMPERMEABLE �' 1O.44 (ELEV. 6.5-10.5) \ I=D o00000ocooc WATERLINE �. I=C I=E I=F H LINER TO DWELLING �`'��,�R� �\ \�, \ so ���� DESIGN pERC. RATE: <2 MIN/INCH 6 oun.ET \ �� w LONG TOM APPL. RATE. 0.74 GPD/SF D-BOX H-20 5' SEPARATION 440 GPD - 0.74 GPD/SF = 595 SF 1,500 GAL j D,y�, . . ' - • \� SEPTIC TANK 1 �'"�`` SIZE OF L EACHING FACILITY PROVIDED J GENERAL NOTES EST. HIGH GROUNDWATER << ; � wM USE (3) $00 GALLON CONCRETE LEACHING CHAMBERS IN MAGNETIC REFLECTIVE TAPE SHALL BE PROVIDED IN THE TRENCH OVER ALL PVC PIPING. 1. THE LOCATION OF THE EXISTING SEPTIC SYSTEM IS J APPROXIMATE. THE SYSTEM WAS INSTALLED IN TRENCH CONFIGURATION WITH 4' STONE SURROUNDING. ` 2000 IN ACCORDANCE WITH PERMIT NO. 229. \` \ BOTTOM AREA: 33.5' X 12.83' = 429.8 S.F. 2. THE FEMA VELOCITY ZONE LINE, SHOWN HEREON, �\�` SIDEWALL AREA: 2 X (2 X (33.5' + 12.83')) = 185.3 S.F. WAS TAKEN FROM FEMA FLOOD MAPS DATED JULY �`� `` \ ` EFFECTIVE LEACHING AREA = 615.1 S.F. 2. 1992 ' ,. 615.1 S.F. X 0.74 GPD/S.F. = 455 GPD (INSTALLED) SOIL TEST PIT DATA P 14090 � *` >t.E, Ate\ .. \ 455 GPD > 440 GPD (15 GPD RESERVE CAPACITY) NOT TO SCALE ONSITE SOIL EVALUATION PREPARED FOR: TEST PIT TP-1 TEST PIT TP-2 TEST PIT TP-3 TEST PIT TP-4 ` DATE: AUGUST 5. 2013 , • . -�., \�\ DUNHILL COMPANIES, LTD GRD. EL 9.60 GRD. EL 9.20 GRD. EL 9.60 GRD. EL 9.40 TEST BY' BSC GROUP, INC. F`' ' "8s 776 MAIN STREET SHGW EL 2.00 SHGW EL. 2.27 SHGW EL 2.25 SHGW EL. 2.30 WITNESSED BY' DONNA MIORANDI OSTERVILLE, MA 02655 LICENSED SOIL EVALUATOR: BRIAN G. YERGATIAN, P.E. PERCOLATION RATE: < 2 MINS./INCH CrJC L It FILL FILL FILL FILL SOIL CLASS: CLASS 1 �' L3C�lt�t3 EL 8.93 8" EL 8.45 9" EL 8.93 8" EL 8.57 10" LEGEND LT.A.R.: 0.74 GPD/S.F. ` A/E A/E A/E A/E �, c° FOUND LOAMY SAND LOAMY SAND LOAMY SAND LOAMY SAND T T ` I, BRIAN G. YERGATIAN PASSED THE MASSACHUSETTS DEPARTMENT ' \ C0i•4CREIE f m 10YR 6/1 " 10YR 6/1 " 10YR 6/1 " 10YR 6/1 " 1 OF ENVIRONMENTAL PROTECTION SOIL EVALUATOR EXAMINATION ON `� t�OU�ti 1p1.73' EL 8.18 17 EL 7.78 17 EL 8.27 16 EL 7.90 18 OCTOBER 24. 2005. - - f Ou��Dc 28'58"W g0 BSC Bw Bw Bw Bw UNSUITABLE ��`'° Otv -� s _� \� HELD s49 ��26• ` 349 Route 28, Unit D LOAMY SAND LOAMY SAND LOAMY SAND LOAMY SAND MATERIALS FLOOD ZONE A-13 EL 12 �� ~��� „�-� 06 -- N 10YR 4/6 " 10YR 4/6 " 10YR 4/6 " 10YR 4/6 " (TO BE REMOVED) W. Yarmouth, Massachusetts EL 6.68 35 EL 6.45 33 EL 6.77 34 EL 6.57 34 v SEASONAL HIGH GROUNDWATER Cl Cl Cl Cl PERCOLATION ADJUSTMENT �4. �----} �� /-' 02673 MEDIUM SAND MEDIUM SAND MEDIUM SAND MEDIUM SAND TEST RANGE .�` �� 508 778 8919 DEPTH TO OBSERVED WATER 8.5 - _�_ �/ ` \ � `•� ..``� w ti� 2013 BSG Group, Inc. 2.5Y 6/6 25Y 6/6 2.5Y 6/6 25Y 6/6 \, � � "°--- ��- ,� � � _ O EL 2.93 80" EL 2.20 84" EL 2.85 81" EL 2.32 85" ESTIMATED INDEX WELL MIW-29 CONCRETE B �. .. C2 C2 SEASONAL HIGH WATER LEVEL RANGE ZONE A FWND HELD ` �0�1 SCALE: 1 = 30 C2 C2 GROUNDWATER 7.12 S ` P��` COARSE SAND COARSE SAND COARSE SAND COARSE SAND DEPTH O INDEX WELL ON 7/29/13 EL 2.00 mmmmw 2.5Y 6/3 _�_ 91» EL 2.27 2.5Y 6/3 - 83" EL 2.25 2.5Y 6/3 . 88» EL 2.30 2.5Y 6/3 85 WATER LEVEL ADJUSTMENT 0.9 �` O �� 0 15 30 60 r EL 1.37 94 EL 1.35 99 EL 1.40 96 GROUNDWATER 7 6 8S• ~ r• u " DEPTH TO ADJUSTED WATER �I/ \, 7o i "� r',i-( EL 1.10 102" - " " ��• ` I� cr 1 FILE:CIVIL\DRAWINGS\4976500-SP.DWG EL 0.27 112" EL 0.20 108" EL -0.23 118" EL 0.15 111" �S 4 rn N HIGHEST WATER READING IN WELL SET, ELEVATION 2.5 NGVD `� `��` � , <.;" DWG. NO: 6205-02 ON HIGHEST TIDE CYCLE OF THE MONTH OF SEPTEMBER (19TH) 1� �.`Q' �`- ., SHEET 1 OF 2 JOB. NO: 4-9765.00 1 ,500 GALLON SEPTIC TANK (H-20). DISTRIBUTION BOX W/INLET TEE (H-2Qj 500 GALLON CONCRETE LEACHING CHAMBER (H-20) NOT TO SCALE NOT TO SCALE NOT TO SCALE 20" ACCESS COVER NOTES: SET A MAX. OF 30 MIN. 20" DIA. COVER. TYP. REMOVABLE 8" BELOW FINISH GRADE 1. SEPTIC TANK SHALL BE STEEL REINFORCED CONCRETE. RAISE (;)DIA. WITHIN 6" OF FINISHED " COVER 5" 12-36" COVER LOAM AND SEED 2. SEPTIC TANK SHALL BE CAPABLE OF WITHSTANDING H-20 GRADE USING SEWER BRICK AND 4 ..-' (6) 5" DIA. 5 DIA. KNOCKOUT (TYP.) ISTURBED AREAS LOADING. MORTAR AS NECESSARY TKYNpCK0UT5 1-1/2" TAPER 3. ALL PIPE CONNECTIONS AND CONCRETE CONSTRUCTION „r SHALL BE WATERTIGHT. 6" MAX 11" e2 CONC. RISER 4. TEES SHALL BE SCH. 40 PVC AND SHALL BE LOCATED :I I EL WITHIN 12" OF TANK WALL AND ACCESSIBLE FROM TANK O O 24" I 12" DIA. COVER 0 2" LAYER OF 1/8" TO COVER. 0 1/2" DOUBLE WASHED 5. FILL ALL UNUSED KNOCKOUTS WITH HYDRAULIC CEMENT. 13 �'� 0 0 O 0 0 O O 0 0 � STONE ABOVE CROWN 6" ° 0 O ODD O O 36r C� M OF PIPE (SEE NOTE 3) r • .. -• 3r 0 0 0 0 O O O 0 EFFECTIVE � E 0 0 0 \ 11,-0" ' BOTTOM ON LEVEL � •' �� 0� ODD ED �� DEPTH 0 O 0 3/4" TO 1-1/2" 10'-0" .• = STABLE BASE 6" MINIMUM DOUBLE WASHED 10 24" „� ^��y STONE TO CROWN 3" T. 3/4" TO 1-1/2" OF PIPE 4'-1" SECTION VIEW CRUSHED STONE PLAN VIEW 8'-6" LIQUID 6'-0" 12'-10 4'-s" LOCATE DEPTH , NOTE FRONT VIEW I - - _ INLET TEE OUTLET TEE �N,OFAigs UNDER COVER 1. CONTRACTOR SHALL INSTALL A SCH. 40 PVC INLET TEE INSIDE THE DISTRIBUTION BOX. SIDE VIEW cy 6'-2" - W/GAS BAFFLE 6" 2. DISTRIBUTION BOX SHALL BE CAPABLE OF WITHSTANDING H-20 LOADING. NOTES I - - 6" :: � BRIAN G. � 3. ALL PIPE CONNECTIONS AND CONCRETE CONSTRUCTION SHALL BE WATERTIGHT. YERGATIAN 1. ONE ACCESS COVER PER SYSTEM SHALL BE RAISED TO FINISH GRADE. _•• !. ' • ,'. = 4. FIRST TWO FEET OF PIPES OUT OF DISTRIBUTION BOX SHALL BE LAID LEVEL 0 C VIL "' 5. FILL ALL UNUSED KNOCKOUTS WITH MORTAR. 2. CHAMBERS SHALL BE 500 GALLON LEACHING DRYWELL. MANUFACTURED BY SHOREY OR APPROVED EQUAL N 06 3. GEOTEXTILE FABRIC MAY BE USED IN LIEU OF DOUBLE WASHED STONE. 6. CONCRETE COVER SHALL BE SET WITHIN 6 INCHES OF FINISHED GRADE. 90 9Fo �� 6" MINIMUM_/ PLAN VIEW SS F � G 3/4" TO 1-1/2" CROSS-SECTION VIEW CRUSHED STONE BRIAN G. YERGATIAN DATE PROFESSIONAL ENGINEER ROOF DRAIN LEACHING PIT DRYWELL ROOF DRAIN LEACHING PIT SEPTIC SYSTEM SCALE NONE SCALE. NONE UPGRADE 24" DIA. MANHOLE FRAME AND COVER NEENAH R-1764 OR APPROVED 24" DIA. CATCH BASIN EQUIVALENT GRATE. NEENAH R-3339-A. 24" DIA. MANHOLE BROUGHT TO WITHIN 6" OF OR APPROVED EQUIVALENT D GRAD MANHOLE FUISH A TO BE SET IN LL BED OF MORTAR. 160 PEPPERCORN LANE 6" MIN. LOAM AND SEED (TYP.) eC IN FINISHED GRADE .. PRECAST CONC. DRYWELL 6" � TO MEET H-20 LOADING FRAME & GRATE BROUGHT TO FINISH COTUIT GRADE WITH BRICKS OR REINFORCED a WELL OBSERVATIONS PRECAST CONC. DRYWELL CONCRETE GRADING RINGS. FRAME MAS SAC H U S ETTS TO MEET H-20 LOADING 24" TO BE SET IN FULL BED OF MORTAR o 0 0 0 0 0 »(TYP•) 6" PVC INLET FILTER FABRIC o 0 0 0 0 o FROM ROOF RUNOFF (BARNSTABLE COUNTY) ELEVATION OF GROUND AT PIPE &6 •. 8" o •; ELEVATION OF TOP OF PIPE 11.2 o 0 o a o o LAID LEVEL f 6" PVC INLET w o 0 0 0 0 0 DISTANCE TO GROUND WATER � o 0 0 0 0 0 /\ TO�OM LEACHING PIT a � o 0 0 0 0 0 • DATE: TIME DEPTH FROM ELEVATION COTUIT MIGHLANDS �' o 0 0 0 0 0 � /� � o 0 0 0 0 0 1-1/2" WASHED SITE PLAN TOP OF PIPE HIGH TIDE W 1-1/2" CRUSHED STONE • CRUSHED STONE TO WATER Q o 0 0 0 0 0 /�\ ENVELOPED IN PERMEABLE o 0 0 0 0 o ENVELOPED IN FILTER 9-6-13 9 AM 9.2 2.0 1:30 AM > � GEOTEXTILE MIRAFI 14ON, FABRIC MIRAFI 14ON OR o 0 0 0 0 0 OR APPROVED EQUIVALENT o 0 0 0 0 o APPROVED EQUIVALENT 9-18-13 . 8 AM DRY 1.4 12:03 PM 6. /� o 0 0 0 0 0 /� SEPTEMBER 24, 2013 9-19-13 12 PM 9.0 2.2 12:52 PM p 1 o 0 0 0 0 0 /� EL 4.5 CRUSHED STONE 9-19-13 1 PM 8.7 2.5 12:52 PM \� a BELOW LEACH PIT �\ VARIES 6'-0" VARIES 9-19-13 2 PM 8.8 2.4 12:52 PM \` 6n OF CRUSHED � STONE BELOW DRY EL 4.5 \, WELL VARIES 6'-0" DIA. VARIES HIGH TIDE MEASURED AT FIXED PIER ELEVATION 2.4 ON 9/19/2013 NO. DATE DESC. PREPARED FOR: DUNHILL COMPANIES, LTD 776 MAIN STREET OSTERVILLE, MA 02655 i t '♦ 349 Route 28, Unit D W. Yarmouth, Massachusetts 02673 508 778 8919 © 2013 BSC Group, Inc. SCALE: NONE FILE:CIVIL\DRAWINGS\4976500-SP.DWG DWG. NO: 6205-02 SHEET 2 OF 2 JOB. N0: 4-9765.00 ?3E-W-4 MAC - " •D�1� N �>�TA _ Trrn of �• T3h "- yl �� .w . FS -- ��,'�,, �/ �E',�;'1G T•A!•�'!+� = 3�b ?C Z 03�a = <oCrC� -Go Ilc.i: U x 33o GPD = 6.-7a Sl�/GAL = 446. 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