Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
0051 SUNSET POINT - Health
51 (Guest)"Sunset Pint Osterville P k 051 008 s 0 0 ° : z o ° w , G ° , ° v ° ° ^ ^ a n o t Y , i + No. � Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: d j PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS f•� 2pplitation for MispoBal *pstem Construction Permit Application for a Permit to Construct( ) Repair( ) Upgrade( ) Abandon( ) Niromplete System ❑Individual Components Location Address or Lot No. .� 'l ;Ju61 S-0-4 PDJ Owner's Name,Address,and Tel.No. Assessor's Map/Parcel o v aag �l SVi fe+ Pd i h E T-ry J' r. Insler's Name,Address,and TT1 N� 11�0 7 2 Designer's Name,Address,and Tel.No L d �—�o u, ��( of sul r r k E tie("->1 j �rti1 .A,4 t t tj 3� Type of Building: q3 3` s F DwellingNo.ofBedrooms 3"f1= - Lot Size rj05 sq.ft. Garbage Grinder( ) Other Type of Building .S/'k r/f f�4-.ley No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) se-e 9 gpd Design flow provided k gpd Plan Date Q t'S 202-10 Q"J UA 2°Ivumber of sheets Z Revision Date y Title pi,- fct 4/�ro(,R"V e- -10 Size of Septic Tank Type of S.A.S. Description of Soil A- q C.,- 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 Environmenta ode and not to place the system in operation until a Certificate of Compliance has been issued by this Board of Health. S, Date Application Approved by / Date Application Disapproved by Date for the following reasons Permit No. ;20—v�)o Date Issued —,\0 Frl.i•r .L,,,, r^J'A'"'.iXrx.-+y,:.:.. .�«._` ,r 4 r4,k.� :5 -�,Jlr* �,; p� Q.'�g ,,. /,... ,." r! �I ��t`1� •r ..r' �r err � _ i 41 4 � ♦ A ;y:,vT'.5tklk I � t 43fiyr,•«-• :.. � ,b,.. ..,+A. #1Lt"ft^ �.�,��,� •,r Ys'�,..+4':t�'`°?l••'Y' :f� r `, ' "r9No. t Fee THE COMMONWEALTH OF MASSACHUSETTS Entered,in computer: F ": • PUBLIC HEALTH DIVISION :"TOWN,OF BARNSTABLE;,MASSACHUSETTS Yes n, application for bisposal 6pstim Con fructlou'permit � Application for a Permit to Construct( ) Repair( ) Upirade'(,' Abandon( ) NBC plete System El Individual Components' Location Address'or.Lot No. 3"l .Midi s_e Owner's Nairie,Address;`and Tel:No. Sv�1 �.` F'd.n f T'rvS Assessor's Map/Parcel _ ©�l8 4 Installer's Name,Address and jj,No,, a 7.3't Designer's Name,Address,and Tel.No. MX7G/ jj dJT/ , pvl Type of Building;, 3 �,, w fC./ f" Dwelling No.of Bedrooms Lot Size /" "sq.ft. Garbage Grinder( ) Other -Type of Building o.of Persons Showers( ) Cafeteria(- Other Fixtures f: . Design Flow(min.required) SPA. Pia gpd Design flow~provided gpd f Q© �Zc�G QR,I c r/'8 2 /1/ �¢ Plan Date �r umber of sheets , Revision Date Title 1,~�' �%Q0 edpflC5r'd_:PAl1prCrrPlo7&.Of Size of Septic Tank Type of S.A.S: !. Description of Soil f e Z"f-(- � / (7~f( � rQ�r.s S�•n (c� r� (� �` 4,. Nature of Repairs or Alterations(Answer when applicable) .. .�, • Date last,inspected: *` Agreement: r _ T e`dersigned agrees to ensure the constructioffand maintenance 6fthe afore describeon-site sewage disposal system in.,,. accordance witt%the provisions of Title 5 of the Environmental ode and not to place the system in operation until'a Certificate of i Compliance has'been'issued by this Board of Health. gSigned�w �- f "�' `,• Date Application ` Application Approved by \ c. Date ` f/ Application Disapproved by ., Dated;. a for the following reasons ` Permit No. A c.:�Q f Date Issued n , _.•- �_- .. t'C�rQ TO THE COMMONWEALTH OF MASSACHUSETTST G� 'BARNSTABLE,MASSACHUSETTS CertifitatP of Compliance THIS IS TO CERTIFY,that the On-site Upgraded Repaired Sewage Disposal system Constructed Re U d g P Y _ ( ) P ( ) PSt• ( ) Abandoned(. )by U i' i ? } S T .. _ - at pc"-;,4- has been,constructed in accordance 1 with the provisions of Title 5 and the for Disposal System Construction PermitNol--3� dated "fi" Installer Designer }u�r✓t8� lit` �1' e✓ `n r #bedrooms y s' 1 �? Approved design flow J, ' gpd . The issuance of this permit shall of be construed as a guarantee that the system will fenc t i o ntals'� e^s e•. _ Date Inspector , ~"- t w • �•✓��� �J - Fee THE COMMONWEALTH'OF MASSACHUSETTS PUBLIC HEALTH DIVISION-BARNSTABLE,MASSACHUSETTS Misposaf *pstrm Construction permit Permission is hereby granted to Construct( ) Repair( ) Upgrade( ,) Abandon( ) System located at S 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 complett d within three years of the date of this permit. Date / Approved by t F. JUN-17-2021 02:17 From: To:15087906304 Pa9e:1/1 Town of Barnstable Inspectiona] Services e Public Health Division E °A°N°rw�ee� Thomas McKean,Director ie3¢ 200 Main street,Hyannis,MA p2601 Fax: S08-M-6304 Office: 508-862.4644 Installer&Designer C rtiflcation Form Date: :5-14 Zoll Sewage Permit# 79 37 AwessoesMapWarccl o -00g Designer: SAW., rc.�,+•.ean.+(en5rlah� Installer: 13(X Address: yo bS°16.„1-71l tmiA `n_ — Address: q5z4A. ' On' 11 i7 aL,, was issued a permit to install a ate rn e[ septic system at 51 Sw � ���ti based on a design drawn by (addX ras dated_II I?�oZ t1 esig ice^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. I certify that the septic system referenced above was installed with me or changes (i.e. greater than 1 o' 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 stern referenced above was constructed in com liance with the to mns of the vw le s(if applicable) ZN OF 414 JOHN C. yn O'DE% er S r CML BtUie (Ins p No.48133 A9�� 151 es gher s Signature ( x p ere r PLEASE RETURN TO BARNSTABLE PUBLIC HE F OMPCALTH DIVISION. CERTIFICATE BE SS D T B HEALTHS O . CE D T B P t1oux ffiWEAI.TWEWER conneAl98PTlC1Des18=r CeAiOea�ion Form Rev 8.14.13.00C Town of Barnstable Barnstable Inspectional Services kid-AftIPrICaCity�„, 1 anxl`r�yrasx,�, �$ 1639. , Public Health Division prF° �a 200 Main Street, Hyannis MA 02601 2007 t Office: 508-862-4644 Thomas A.McKean;CHO FAX: 508-790-6304 CERTIFIED MAIL#7015 1730 0001 4987 5424 May 1, 2019 MORRISSEY, ROBERT F & LYNCH; MICHAEL G T ONE INTERNATIONAL_ PLACE BOSTON, MA 02110 Op ORDER TO COMPLY WITH STATE ENVIRONMENTAL CODE; TITLE 5 The septic system located at 51 Sunset Point, Guest House, Osterville, MA was 3 inspected on 04/11/2019 by Patrick T. Sullivan, certified Title V Septic Inspector for the State of Massachusetts. The inspection of the septic system showed that the system"Needs Further Evaluation" under the guidelines of 1995 TITLE V (310 CMR 15.00) due to-.the following: • The leaching cesspool has no leaching ability. You are ordered to repair or replace the septic system within one (1) year from the date you receive this notification. Failure to repair/replace the septic system within the deadline period will result in future enforcement action. PER ORDER OF THE BOARD OF HEALTH T omas Mc ean,R.S., CHO Agent of the Board of Health Q:\SEPTIC\Title V Inspection Report Letters Mailing\Failed or Needs Further Evaluation Letters\51 Sunset Point Guest House Osterville.doc 1Hf Town of Barnstable RAMSrABM Regulatory Services Department Arfp MA'S s Public Health Division 260 Main Street, Hyannis MA 02601 Office: 508-8624644 Richard Scali,Director FAX: 508-790-6304 Thomas A.McKean,CHO Feb 6, 2007 Rev. 5/11/16 DEADLINES TO REPAIR FAILED SYSTEMS (Town Code§360-44 and Title V: 310 CMR 15.000) An"x" marked in the ❑ is the failure criteria and associated repair deadline 60 DAY DEADLINE CRITERIA ❑ Discharge or ponding of effluent to the surface of the ground ❑ Pumping more than 4 times during the last year not due to clogged or obstructed pipe ❑ Backup of sewage into the house due to an overloaded or clogged SAS or cesspool ONE (1) YEAR DEADLINE CRITERIA ❑ Static liquid level in the distribution box above outlet invert due to an overloaded or clogged SAS or cesspool ❑ Any portion of the SAS, cesspool, or privy below high groundwater elevation ❑ Any portion of the cesspool within a Zone 1 to a public well ❑ Any portion of a cesspool within 50 feet of a private water supply well with no acceptable water quality analysis. (This system passes if the water analysis indicates the well is free from pollution). TWO (2) YEAR DEADLINE CRITERIA ❑ Single Cesspool ❑ Any"conditionally passed systems" (broken cover, relocation of a pipe, relocation of a driveway due to H-10 components, etc) ❑ Leaching facility with standing liquid level at or above the invert pipe (per Town Code §360-20 h) OTHER G-Cl tlAci j jul v e c 1 t 191 6 hi' A Repair deadline: Q:\SEPTIC\DEADLINES TO REPAIR FAILED SYSTEMS.doc Commonwealth of Massachusetts Title 5 Official Inspection Form A Subsurface Sewage Disposal System Form - Not for Voluntary Assessments OP� 51Sunset Point, Guest House ' Property Address -- — ---- -- -- -- -- -- --- Robert Morrissey & Michael Lynch Owner Owner's Name ' — information is / r°a required for every Oste_rville% _— _-- MA 02655 _ April 11, 201'9 page. City/Town _ — State Zip Code Date of Inspection; Inspection results must be submitted on this form. Inspection forms may not be altered in any way. Please see completeness checklist at the end of the form. Important:When A. Inspector Information filling out forms on the computer, J C� use only the tab Patrick T. Sullivan key to move your Name of Inspector ---- cursor-do not _Read Rooter Excavating use the return -y key. Company Name -— --- -- PO Box 89 rab Company Address _ ---- -- --— ------ Forestdale MA 02644 "- City/Town ---- --- - State ------ Zip Code - — -- 's _ 512 on n .t: 508-509-0802 1843—- Telephone Number License Number B. Certification I certify that: I am a DEP approved system inspector in full compliance with Section 15.340 of Title 5 (310 CMR 15.000); 1 have personally inspected the sewage disposal system at the property address listed above; the information reported below is true, accurate and complete as of the time of my inspection; and the inspection was performed based on my training and experience in the proper function and maintenance of on-site sewage disposal systems. After conducting this inspection I have determined that the system: 1. ❑ Passes 2. ❑ Conditionally Passes 3. ® Needs Further Evaluation by the Local Approving Authority 4. ❑ Fails -- it 22, 2019 -- Inspector's lgnature 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 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 form should be sent to the system owner and copies sent to the buyer, if applicable, and the approving authority. Please note: 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. t5insp.doc•rev.7/26/2018 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 1 of 18 , Commonwealth of Massachusetts =_ : Title 5 Official Inspection Form Q- _ Subsurface Sewage Disposal System Form - Not for Voluntary Assessments 51Sunset Point, Guest House Property Address Robert Morrissey & Michael Lynch _ Owner Owner's Name information is Ostet_ville _MA_ 02655 Aril_p_11 2019 required for every _ . ___ page. City/Town State Zip Code Date of Inspection C. Inspection Summary Inspection Summary: Complete 1, 2, 3, or 5 and all of 4 and 6. 1) System Passes: ❑ I have not found any information ylli(hich 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: i 2) 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. Check the box for"yes", "no" or"not determined" (Y, N, ND) for the following statements. If"not determined," please explain. i 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. i * 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. ❑ Y ❑ N / ❑ ND (Explain below): -- -- --- tSinsp.doc•rev.7/2612 0 1 8 ritle 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 2 of 18 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments 51 Sunset Point, Guest House Property Address Robert_Morrissey & Michael Lynch Owner Owner's Name information is Osterville MA_ 02655 A rll 11, 2019 required for every _- __ __. __. � page. Cityrrown State Lip Code Date of Inspection C. Inspection Summary (cont.) 2) System Conditionally Passes (cunt.): ❑ Pump Chamber pumps/alarms not operational. System will pass with Board of Health approval if pumps/alarms are repaired. ❑ Observation of sewage backup or break out or high static,zater 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): j ❑ broken pipe(s) are replaced ❑ Y ❑ N ❑ ND (Explain below). i ❑ obstruction is removed ;� ❑ Y ❑ N ❑ ND (Explain below): i ❑ distribution box.is leveled or replaced ❑ Y ❑ N ❑ ND (Explain below): i— i" i i ❑ The system required pumping more than 4 times a year due to broken or obstructed pipe(s). The system will pass inspectio if(with approval of the Board of Health): ❑ broken pipe(s),are replaced ❑ Y ❑ N ❑ ND (Explain below): ❑ obstruction i�removed ❑ Y ❑ N ❑ ND (Explain below): r i 3) 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. a. 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: t5osp_doc•rev.712612018 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 3 of 18 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments 51 Sunset Point, Guest House Property Address Robert Morrissey& Michael Lynch Owner Owner's Name ---— ----- ---- information is Osterville MA 02655 required for every _—_--- ----.___-- -- — p— page. City/Town State Zip Code Date of Inspection C. Inspection Summary (cont.) ❑ 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 b. 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. ❑ 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 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 must be attached to this form. c. Other: Leaching cesspool is overtaken with roots. Side wall is not visible. Leaching cesspool has no leaching ability 4) 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 to an overloaded or clogged SAS or cesspool t5insp.doc•rev.7/26/2018 _ Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 4 of 1ti Commonwealth of Massachusetts Title 5 Official Inspection Form I(J Subsurface Sewage Disposal System Form - Not for Voluntary Assessments 51Sunset Point, Guest House Property Address ---- - -- - Robert Morrissey & Michael Lynch Owner Owner's Name — — ------ information is required for every Osterville _ MA_ _ 02655 Aril 11, 2019 page. CityrFown State Zip Code Date of Inspection C. Inspection Summary (cont.) 4) System Failure Criteria Applicable to All Systems: (cont.) Yes No ❑ ® 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). Number of times pumped: ❑ ® Any portion of the SAS, cesspool or privy is below high ground water elevation. ❑ ® Any portion of cesspool or privy is within 100 feet of a surface water supply or tributary to a surface water supply. ❑ ® Any portion of a cesspool or privy is within a Zone 1 of a public water supply 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 2000 gpd- 10,000 gpd. ❑ ® 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. 5) 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 eithev'yes" or"no" to each of the following, in addition to the questions in Section CA. 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 El Elthe system is located in a nitrogen sensitive area (Interim Wellhead Protection Area-- IWPA) or a mapped Zone 11 of a public water supply well t5insp.doc•rev.7/26/2018 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 5 of 18 Commonwealth of Massachusetts -;� Title 5 Official Inspection. Form i Subsurface Sewage Disposal System Form - Not for Voluntary Assessments 51 Sun• �a-e� set Point, Guest House Property Address Robert_M_orrissey & Michael Lynch Owner Owner's Name information is pste_rville MA 02655 Aril 11, 2019 required for every _ P page. City/Town State Zip Code Date of Inspection C. Inspection Summary (cont.) If you have answered "yes" to any question in Section C.5 the system is considered a significant threat, or answered "yes" to any question in Section CA above the large system has failed. The owner or operator of any large system considered a significant threat under Section C.5 or failed under Section CA shall upgrade the system in accordance with 310 CMR 15.304. The system owner should contact the appropriate regional office of the Department. 6. You must indicate "yes" or"no" for each of the following for all inspections: 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? ❑ ® 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 on site? ® ❑ Were the septic tank manholes uncovered, opened, and the interior of the tank inspected for the condition of the baffles or tees, material of construction, dimensions, depth of liquid, depth of sludge and depth of scum? ® ❑ Was the facility owner(and occupants if different from owner) provided with information on the proper maintenance of subsurface sewage disposal systems? The size and location of the Soil Absorption System (SAS) on the site has been determined based on: ® ❑ 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)] t5insp.doc•rev.7/2612 0 1 8 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 6 of 18 Commonwealth of Massachusetts ; Title 5 Official Inspection Form ��t e Sewage Disposal System Form - Not for Voluntary Subsurface S D y Assessments s ssments 51Sunset Point, Guest House Property Address — —- - — — ----- Robert Morrissey & Michael Lynch_ Owner Owner's Name — - - information is required for every Osterville — _ _M_A_ 02655 _ April 11, 2019 page. Citylrown State Zip Code Date of Inspection D. System Information - 1. Residential Flow Conditions: Number of bedrooms (design): -- Number of bedrooms (actual): 2---- DESIGN flow based on 310 CMR 15.203 (for example: 110 gpd x#of bedrooms): 220 GPD__ Description: Number of current residents: 0 Does residence have a garbage grinder? ❑ Yes ® No Does residence have a water treatment unit? ❑ Yes ® No If yes, discharges to: Is laundry on a separate sewage system? (Include laundry system inspection information in this report.) ❑ Yes ® No Laundry system inspected? ❑ Yes ❑ No Seasonaluse? ❑ Yes ® No Water meter readings, if available (last 2 years usage (gpd)): Tied into main Detail: house---- Sump pump? ❑ Yes ® No Last date of occupancy: 2017 Date t5insp.doc•rev.7/26/201fi Title 5 Official Inspection Form.Subsurface Sewage Disposal System•Page 7 of 18 Commonwealth of Massachusetts Title 5 Official Inspection Form — Subsurface Sewage Disposal System Form Not for Voluntary Assessments w^; � 51 Sunset Point, Guest House Property Address Robert Morrissey_& Michael Lynch _ Owner Owner's Name information is Osterville _MA_ 02655 April 11, 2019 required for every P page. City/Town State Zip Code Date of Inspection D. System Information (cont.) 2. Commercial/Industrial Flow Conditions: Type of Establishment: Design flow(based on 310 CMR 15203): --- r' Gallons per day(gpd) I Basis of design flow(seats/persons/sq.ft., etc.): j ---------- —. i Grease trap present? i` ❑ Yes ❑ No i Water treatment unit present? j ❑ Yes ❑ No If yes, discharges to: --- — Industrial waste holding tank present?/ ❑ Yes ❑ No i Non-sanitary waste discharged to t e Title 5 system? ❑ Yes ❑ No Water meter readings, if availably: -- - Last date of occupancy/use: Date 1 Other(describe below): i 3. Pumping Records: Source of information: No records found Was system pumped as part of the inspection? ❑ Yes ® No If yes, volume pumped: gallons How was quantity pumped determined? --- — --- Reason for pumping: -- t5insp.doc•rev.7/26/2018 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 8 of 18 Commonwealth of Massachusetts I�w- - Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments 51Sunset Point, Guest House Property Address Robert M_orris_sey & Michael Lynch Owner Owner's Name information is required for every Osterville MA 02655 April 11, 2019 _ -- —_----.-----------.------_.---- page. City/Town State Zip Code Date of Inspection D. System Information (cont.) 4. Type of System: ® Septic tank, distribution box, soil absorption system ❑ Single cesspool ❑ Overflow cesspool ❑ Privy ❑ Shared system (yes or no) (if yes, attach previous inspection records, if any) ❑ Innovative/Alternative technology. Attach a copy of the current operation and maintenance contract(to be obtained from system owner) and a copy of latest inspection of the I/A system by system operator under contract ❑ .Tight tank. Attach a copy of the DEP approval. ® Other(describe): Leachingc ceeool_ Approximate age of all components, date installed (if known)and source of information: System installed over 40years ago. Age of components. Were sewage odors detected when arriving at the site? ❑ Yes ® No 5. Building Sewer(locate on site plan): Depth below grade: 3 - — -- 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.): l5insp.cloc•rev.7/26/2018 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 0 of 18 Commonwealth of Massachusetts =_ _Q? Title 5 Official Inspection Form f _ Subsurface Sewage Disposal System Form - Not for Voluntary Assessments 51 Sunset Point, Guest House Property Address Robert Morrissey & Michael nch _ Owner Owner's Name information is Oste_ryille MA_ 02655 _ Aril 11 2019 required for every — _� __ _ page. City/Town State Lip Code Date of Inspection D. System Information (cont.) 6. Septic Tank (locate on site plan): Depth below grade: -- - feet Material of construction: .® concrete ❑ metal. ❑ 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: 8.5' x 4.5' x 5_ 1000 gallons _ Sludge depth: 6 Distance from top of sludge to bottom of outlet tee or baffle 28 Scum thickness 12" at inlet Distance from top of scum to top of outlet tee or baffle 101, Distance from bottom of scum to bottom of outlet tee or baffle 4 How were dimensions determined? Die tube and tape measure Comments (on pumping recommendations, inlet and outlet tee or baffle condition, structural integrity, liquid levels as related to outlet invert, evidence of leakage, etc.): Inlet tees (2) in place. Liquid level 2" below outlet invert. Tank has heavy root intrution that needs to be removed for s stem to function. t5insp.doc•rev.7/26/2018 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 10 of 18 i Commonwealth of Massachusetts Title 5 Official Inspection Form i, Subsurface Sewage Disposal System Form - Not for Voluntary Assessments 51Sunset Point, Guest House Property Address Robert Morrissey & Michael Lyn ch Owner Owner's Name information is required for every Osterville _ MA 02655 _ April_ 1.1, 2019_ page. City/Town State Zip Code Date of Inspection D. System Information (cunt.) 7. Grease Trap (locate on site plan): Depth below grade: feet Material of construction; ❑ concrete ❑ metal ❑ fiberglass ❑ polyethylene ❑ other(explain): l i' Dimensions: -- i Scum thickness i — --- --- 1 Distance from top of scum to top of outlet tee or baffle -- Distance from bottom of seu to bottom of outlet tee or baffle — — Date of last pumping: i 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.): 8. Tight or Holding Tank (tank must be pumped at time of inspection) (locate on site plan): Depth below grade.- Material of construction: , i ❑ concrete ❑ metal ❑ fiberglass ❑ polyethylene ❑ other(explain).- Dimensions: --- — — Capacity: % -- --- -- % gallons j Design Flow: gallons per day t5insp.doc•rev.7/26/2018 / Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 11 of 18 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments 51Sunset Point, Guest House Property Address Robert Morrissey & Michael Lynch Owner Owner's Name information is ___ required for every Osterville MA 02655 A rll 11� 2019 — —� _ — page. City/Town State Zip Code Date of Inspection D. System Information (cont.) 8. Tight or Holding Tank (cont.) Alarm present: ❑ Yes ❑ No Alarm level: -- Alarm in working order: ❑ Yes ❑ No Date of last pumping: Date Comments (condition of alarm and float switches, etc.): i "Attach copy of current pumping contract(required). Is copy attached? ❑ Yes ❑ No 9. Distribution Box (if present must be opened) (locate on site plan): Depth of liquid level above outlet invert -- - 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.): ; i -- -- fir---- - ------ -- ----- ---- -- -- ----.......------ ----- --- - -- t5insp.doc•rev.7/26/2018 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 12 of 18 Commonwealth of Massachusetts Title 5 Official Inspection Form 1 Subsurface Sewage Disposal System Form - Not for Voluntary Assessments 51Sunset Point, Guest House Property Address -- —'-------_--- ------ Robert Morrissey & Michael Lynch _ Owner Owner's Name information is Osterville MA 02655 _ Aril 11, 2019 required for every _ _ _ � page. City/Town State Zip Code. Date of Inspection D. System Information (cant.) 10. Pump Chamber (locate on site plan): Pumps in working order: ❑ Yes ❑ No* Alarms in working order: ❑ Yes ❑ No* Comments (note condition of pump chamb condition of pumps and appurtenances, etc.): i * If pumps or alarms are not in working order, system is a conditional pass. 11. 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: --- 1 ® overflow cesspool number: --- ❑ innovative/alternative system Type/name of technology: -- — — t5insp.doc•rev.7/262018 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 13 of 18 Commonwealth of Massachusetts =3,r� Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments 51Sunset Point, Guest House Property Address Robert Morrissey & Michael Lynch Owner Owner's Name --- - -- — —— information is Osterville MA 02655 Aril 11 2019 required for every _-- _.�_.__ .__ page. CityfTown State Zip Code Date of Inspection D. System Information (cont.) 11. Soil Absorption System (SAS) (cont.) Comments (note condition of soil, signs of hydraulic failure, level of ponding, damp soil, condition of vegetation, etc.): Leaching cesspool has been taken over by roots. No sidewall visible. If roots are removed, leaching cesspool will be damage and in need of replacement. 12. 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 i i� Depth of scum layer Dimensions of cesspool Materials of construction / — — - - Indication of groundwater inflovY/ ❑ Yes ElNo Comments (note condition �So il, signs of hydraulic failure, level of ponding, condition of vegetation, etc.): t5insp.doc•rev.7/26/2018 Title 5 Official Inspection Form.Subsurface Sewage Disposal System•Page 14 of 18 Commonwealth of Massachusetts -__= --_- s Title 5 Official Inspection Form r Subsurface Sewage Disposal System Form - Not for Voluntary Assessments 9 p Y ry 51 Sunset Point, Guest House Property Address Robert Morrissey & Michael Lynch Owner Owner's Name— - ---- -- — — — information is Osterville MA 02655 Aril 11, 2019 required for every _ � page. City/Town State Zip Code Date of Inspection D. System Information (coot.) 13. Privy (locate on site plan): Materials of construction: — — Dimensions - — - — Depth of solids Comments (note condition of soil, sign�/of hydraulic failure, level of ponding, condition of vegetation, etc.)-. / i i l5insp.doc•rev.712 612 01 8 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 15 of 16 � y Commonwealth of Massachusetts ;p, Title 5 Official Inspection Form — w Subsurface Sewage Disposal System Form - Not for Voluntary Assessments 51 Sunset Point, Guest House Property Address — — — — Robert Morrissey & Michael Lynch Owner Owner's Name information is required for every Osterville MA 02655 April 11, 2019 _ page. CityRown State Zip Code Date of Inspection D. System Information (cont.) 14. Sketch Of Sewage Disposal System: Provide a view 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. Check one of the boxes below: ® hand-sketch in the area below ❑ drawing attached separately It I I �l- �, !' J l5insp.doc•rev.7/26/2018 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 16 of 18 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments ry 51 Sunset Point, Guest House Property Address Robert Morrissey & Michael L ranch _ Owner Owner's Name ---- -- information is required for every Osterville_ _ _ _ _MA 02655 April 11,_2019 page. Citylrown _ State Zip Code Date of Inspection D. System Information (cunt.) 15. Site Exam: ® Check Slope ® Surface water ❑ Check cellar ❑ Shallow wells Estimated depth to high 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: pate ® 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: maps:mass ices state.ma.us/oliverph_e _ You must describe how you established the high ground water elevation: Hand a_uu er for main house inspection 6' below base of quest house leaching cesspool. Before filing this Inspection Report, please see Report Completeness Checklist on next page. t.5insp.doc..•rev.7/26/2018 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 17 of 18 I Commonwealth of Massachusetts 1�=_ ,� Title 5 Official Inspection Form 1, Subsurface Sewage Disposal System Form - Not for Voluntary Assessments 51 Sunset Point, Guest House Property Address Robert Morrissey & Michael Lynch Owner Owner's Name — - information is OSterville required for every _ _MA 02655 April 11, 2019 _ page. City/Town State Zip Code Date of Inspection E. Report Completeness Checklist Complete all applicable sections of this form inclusive of: ® A. Inspector Information: Complete all fields in this section. ® B. Certification: Signed & Dated and 1, 2, 3, or 4 checked ® C. Inspection Summary: 1, 2, 3, or 5 completed as appropriate 4 (Failure Criteria) and 6 (Checklist) completed ® D. System Information: For 8: Tight/Holding Tank—Pumping contract attached For 14: Sketch of Sewage Disposal System drawn on pg. 16 or attached For 15: Explanation of estimated depth to high groundwater included t5insp.doc•rev.7/26/2018 Title 5 Official Inspection Form.Subsurface Sewage Disposal System•Page 18 of 18 COMMONWEALTH OF MASSACHUSETTS EXECUTIVE OFFICE OF ENVIRONMENTAL AFFAIRS DEPARTMENT OF ENVIRONMENTAL PROTECTION TITLE 5 OFFICIAL INSPECTION FORM :NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM FORM PART A CERTIFICATION Property Address: 51 Sunset Point(Guest House) j Osterville. MA 02655 Owner's Name: James Cleary _71 } Owner's Address: .• �. 6ate of Inspection:. August 18, 2004 (JJ N) Name of Inspector: (Please Print) James M. Ford ry ca Company Name: James M. Ford C7% rat Mailing Address: P.O. Box 49 Osterville,MA 02655-0049 Telephone Number: (508)862-9400 CERTIFICATION STATEMENT I certify that I have personally inspected the sewage disposal system at this address and that the information reported below is true,accurate and complete as of the time of the inspection. The inspection was performed based on my training and experience in the proper function and maintenance of on site sewage disposal systems. I am a DEP approved system inspector pursuant to Section,15.340 of Title 5(310 CMR 15.000). The system: ✓ Passes Conditio" lly Passes Needs F er Evaluation by the Local Approving Authority Fails Inspector's Signature: Date: August A 2004 The system inspector shall submit copy of this inspection report to the Approving Authority(Board of Health or DEP)within 30 days of completing this inspection. If the system is a shared system or has a design flow of 10,000 gpd or greater,the inspector and the system owner shall submit the report to the appropriate regional office of the DEP. The original should be sent to the system owner and copies sent to the buyer, if applicable,and the approving authority. Notes and Comments ****This report only describes conditions at the time of inspection and under the conditions of use at that time. This inspection does not address how the system,will perform in the future under the same or different conditions of use. Title 5 Inspection Form 6/15/2000 page I Page 2 of 1 I OFFICIAL INSPECTION FORM - NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A CERTIFICATION (continued) Property Address: 51 Sunset Point(Guest House) Osterville, MA Owner: James Cleary Date of Inspection: Auzust 18, 2004 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: B. System Conditional) Passes: Y Y 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 distribution box is leveled or replaced ND explain: The system required pumping more than 4 times a year due to broken or.obstructed pipe(s). The system will pass inspection if(with approval of the Board of Health): broken pipe(s)are replaced obstruction is removed ND explain:, 2 I' Page 3 of 11 OFFICIAL INSPECTION FORM -NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A CERTIFICATION (continued) Property Address: 51 Sunset Point(Guest House) Osterville, MA Owner: James Cleary Date of Inspection: August 18, 2004 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. The system has a septic tank and SAS and the SAS is less than 100 feet but 50 feet or more from a private water supply well". Method used to determine distance "This system passes if the well water analysis,performed at a DEP certified laboratory, for coliform bacteria and volatile organic compounds indicates that the well is free from pollution from that facility and the presence of ammonia nitrogen and nitrate nitrogen is equal to or less than 5 ppm;provided that no other failure criteria are triggered. A copy of the analysis must be attached to this form. 3. Other: 3 i I Page 4 of 11 OFFICIAL INSPECTION FORM -NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A CERTIFICATION (continued) Property Address: 51 Sunset Point(Guest House) Osterville, MA Owner: James Cleary Date of Inspection: August 18, 2004 D. System Failure Criteria applicable to all systems: You must indicate either"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 to an 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 ''/2 day flow ✓ Required pumping more than 4 times in the last year NOT due to clogged or obstructed pipe(s). Number of times pumped_ ✓ Any portion of the SAS,cesspool or privy is below high ground water elevation. ✓ Any portion of cesspool or privy is within 100 feet of a surface water supply or tributary to a surface water supply. ✓ Any portion of a cesspool or privy is within a Zone I of a public well. ✓ Any portion of a cesspool or privy is within 50 feet of a private water supply well. _ ✓ Any portion of a cesspool or privy is less than 100 feet but greater than 50 feet from a private water supply well with no acceptable water quality analysis. [This system passes if the well water analysis, performed at a DEP certified laboratory,for coliform bacteria and volatile organic compounds indicates that the well is free from pollution from that facility and the presence of ammonia nitrogen and nitrate nitrogen is equal to or less than 5 ppm,provided that no other failure criteria are triggered. A copy of the analysis must be attached to this form.] No (Yes/No)The system fails. I have determined that one or more of the above failure criteria exist as described in 310 CMR 15.303,therefore the system fails. The system owner should contact the Board of Health to determine what will be necessary to correct the failure. E. Large System: To be considered a large system the system must serve a facility with a design flow of 10,000 gpd to 15,000 gpd• You must indicate either"yes"or"no"to each of the following: (The following criteria apply to large systems in addition to the criteria above) Yes No the system is within 400 feet of a surface drinking water supply _ the system is within 200 feet of a tributary to a surface drinking water supply the system is located in a nitrogen sensitive area(Interim Wellhead Protection Area-IWPA)or a mapped Zone 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. 4 Page 5 of 1 1 OFFICIAL INSPECTION FORM -NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART B CHECKLIST Property Address: 51 Sunset Point(Guest House) Osterville, MA Owner: James Cleary Date of Inspection: August 18, 2004 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? ✓ 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 on site? ✓ _ Were the septic tank manholes uncovered,opened,and the interior of the tank inspected for the condition of the baffles or tees,material of construction,dimensions,depth of liquid,depth of sludge and depth of scum? ✓ _ Was the facility owner(and occupants if different from owner)provided with information on the proper maintenance of subsurface sewage disposal systems? The size and location of the Soil Absorption System(SAS)on the site has been determined based on: Yes No ✓ _ Existing information. For example,a plan at the Board of Health. ✓ _ Determined in the field(if any of the failure criteria related to Part C is at issue approximation of distance is unacceptable) [310 CMR 15.302(3)(b)]. 5 Page 6 of 1 I OFFICIAL INSPECTION FORM - NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION Property Address: 51 Sunset Point(Guest House) Osterville, MA Owner: James Cleary Date of Inspection: August 18, 2004 FLOW CONDITIONS RESIDENTIAL Number of bedrooms(design): n/a Number of bedrooms(actual): 2 :DESIGN flow based on 310 CMR 15.203 (for example: 110.gpd x#of bedrooms): 220 Number of current residents: 1 :Does residence have a garbage grinder(yes or no): Yes Is laundry on a separate sewage system(yes or no): n/a [if yes separate inspection required] Laundry system inspected(yes or no): No Seasonal use(yes or no): Yes Water meter readings, if available(last 2 years usage(gpd)): Unavailable Sump Pump(yes or no): ' No Last date of occupancy: Currently occupied COMMERCIAL/INDUSTRIAL Type of establishment: Design flow(based on 310 CMR 15.203): gpd Basis of design flow(seats/persons/sgft,etc.): Grease trap present(yes or no): Industrial waste holding tank present(yes or no) Non-sanitary waste discharged to the Title 5 system(yes or no): Water meter readings, if available: - Last date of occupancy/use: OTHER(describe): GENERAL INFORMATION Pumping Records Source of information: Unavailable Was system pumped as part of the inspection(yes or no): 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 no) (if yes,attach previous inspection records,if any) Innovative/Alternative technology. Attach a copy of the current operation and maintenance contract(to be obtained from system owner) Tight Tank Attach a copy of the DEP approval Other(describe): Approximate age of all components,date installed(if known)and source of information: Unknown Were sewage odors detected when arriving at the site(yes or no): No 6 Page 7 of 11 OFFICIAL INSPECTION FORM - NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION (continued) Property Address: 51 Sunset Point(Guest House) Osterville, MA Owner: James Cleary Date of Inspection: August 18, 2004 BUILDING SEWER(locate on site plan) Depth below grade: Materials of construction: _cast iron _40 PVC _other(explain): Distance from private water supply well or suction line: Comments(on condition of joints,venting,evidence of leakage,etc.): SEPTIC TANK: ✓ (locate on site plan) Depth below grade: 12" Material of construction: ✓ concrete _metal _fiberglass _polyethylene _other(explain) If tank is metal list age: Is age confirmed by a Certificate of Compliance(yes or no): (attach a copy of certificate) Dimensions: 1000 gala Sludge depth: 2FF Distance from top of sludge to bottom of outlet tee or baffle: 30" Scum thickness: 1" Distance from top of scum to top of outlet tee or baffle: 6" Distance from bottom of scum to bottom of outlet tee or baffle: 12" How were dimensions determined: Measuring stick Comments(on pumping recommendations, inlet and outlet tee or baffle condition,structural integrity, liquid levels as related to outlet invert,evidence of leakage,etc.): Cement tees were present. The liquid level was even with the outlet invert. There did not appear to be any signs of leakage. GREASE TRAP: None (locate on site plan) Depth below grade: Material of construction: concrete _metal _fiberglass _polyethylene _other (explain): Dimensions: Scum thickness: Distance from top of scum to top of outlet tee or baffle: Distance from bottom of scum to bottom of outlet tee or baffle: Date of last pumping: Comments(on pumping recommendations,inlet and outlet tee or.baffle condition,structural integrity, liquid levels as related to outlet invert,evidence of leakage,etc.): 7 Page 8 of 11 OFFICIAL INSPECTION FORM-NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION (continued) Property Address: 51 Sunset Point(Guest House) Osterville, MA Owner: James Cleary Date of Inspection: August 18, 2004 TIGHT or HOLDING TANK: . None (tank must be pumped at time of inspection)(locate on site plan) Depth below grade: Material of construction: _concrete _metal _fiberglass _polyethylene _other(explain): Dimensions: Capacity: gallons Design Flow: gallons/day Alarm present(yes or no): Alarm level: Alarm in working order(yes or no): Date of last pumping: Comments(condition of alarm and float switches,etc.): DISTRIBUTION BOX: None (if present must be opened)(locate on site plan) Depth of liquid level above outlet invert: 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.): PUMP CHAMBER: None (locate on site plan) Pumps in working order(yes or no): Alarms in working order(yes or no) Comments(note condition of pump chamber,condition of pumps and appurtenances,etc.): 8 Page 9 of 11 OFFICIAL INSPECTION FORM - NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION (continued) Property Address: 51 Sunset Point(Guest House) Osterville, MA Owner: James Cleary Date of Inspection: August 18, 2004 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: ✓ overflow cesspool,number: 1 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.): The cesspool was 5'W x 6'T x 8'bottom to grade and was dry and clean. No scum line was present There did not appear to be any signs of failure. CESSPOOLS: None (cesspool must be pumped as part of inspection)(locate on site plan) Number and configuration: Depth-top of liquid to inlet invert: Depth of solids layer: Depth of scum layer: Dimensions of cesspool: Materials of construction: Indication of groundwater inflow(yes or no): Comments (note condition of soil,signs of hydraulic failure, level of ponding,condition of vegetation,etc.): PRIVY: None (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.): 9 Page 10 of 11 OFFICIAL INSPECTION FORM -NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION (continued) Property Address: 51 Sunset Point(Guest House) Osterville, MA Owner: James Cleary Date of Inspection: August 18, 2004 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. a � 3 o o C3 1a� 3a a as 33 3 �a 53 . ,a . Page 11 of 1 1 OFFICIAL INSPECTION FORM - NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C ,SYSTEM INFORMATION (continued) Property Address: 51 Sunset Point(Guest House) Osterville, MA Owner: James Cleary Date of Inspection: August 18, 2004 SITE EXAM Slope Surface water Check cellar Shallow wells Estimated depth to ground water 13 +/- feet :Please indicate(check)all methods used to determine the high ground water elevation: Obtained from system design plans on record-If checked,date of design plan reviewed: Observed site(abutting property/observation hole within 150 feet of SAS) ✓ Checked with local Board of Health-explain: Topographic and water contours maps Checked with local excavators, installers-(attach documentation) Accessed USGS database-explain: You must describe how you established the high ground water elevation: Using Barnstable topographic maps and water contours maps, the maps were showing approximately 13'+/-to,ground water at this site. This site is within 300'of a tidal bay and therefore no high-around water ad ustment is required. This report has been prepared and the system inspected and passed as of the date of inspection. This report is not a warranty or guarantee that the system will function properly in the future. There have been no warranties or guarantees,either expressed, written or implied, relating to the system, the inspection and/or this report. 11 N No. ------�------ Fee---------�----------- BOARD OF HEALTH TOWN OF BARNSTABLE Application-*rVell Confitruct ion Permit Application is hereby made for a permit to Construct Alter ( ), or Repair ( )an individual Well at: �'—u�'S c-�- 1°0 s w'r —©_ rp,f u — — — --------------------------- ----- --- ---------------------------- ------ ----- ------ ----------- Location — Address 7— Assessors Map and Parcel / tS4ACSC/ "O(wl U� :iI�Q/c/t�Ln Owner Address -0 1_2_3 GC l N n,e ! ----------------------------------------------- �' A o;< -7-6-o -N-L 4S Installer — Driller Address Type of Building Dwelling------------------------------------------------------------------ Other - Type of Building ---------------- No. of Persons---------------------------------------------------- Typeof Well- ---;--------------------- - Capacity---------------------------------------------------------- ------ Purpose of Well ! f,_ N 8-�'Ly------------------------- 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 Certific a .of Compliance has been issued by the Board of Health. 9 Signed-z - ---------------------------------------------------- Afiz--- -- y-� date e� Application Approved By -- --- - - -- K�� G date Application Disapproved for the following reasons:------------------------------ - --------------------------------------------- --- - - ------------------------------- ----------------- -------------------------------------------------------------------------------------- date Permit No. - —.. "�-°_- ------------------- Issued --- -- a ___'_' ------- --------------------- date BOARD OF HEALTH TOWN OF BARNSTABLE Certif sate ®f Compliance THIS IS TO CERTIFY, That the Individual.Well Constructed ( 0-t Altered ( ), or Repaired ( ) bY- --- ,o A s�Gw - -- - --- ------------------------------------------------------------------------------------------- ----------- ', Installer at--------- -K.A .S�e /0 •, -- 00-e/u�� -- has been installed in accordance with the provisions of the Town of Barnstable Board of ,Hrealth Private Well Protection Regulation as described in the application for Well Construction Permit No ✓--��`r--w�`Dated "` P�� THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE WELL SYSTEM WILL FUNCTION SATISFACTORY. . DATE- ---- —-—-- --- -- Inspector------------------------------------------------------------------------- J / ///.yyyf 'No.- ` ---- Fee 3S. - ° --------- -- BOARD OF HEALTH TOWN OF BARNSTABLE zipplication for 1Vr[[ Con' 5tructionPermit N 'Application is hereby made for a permit, to Construct Alter"( ), or Repair (' )an individual We I at. ---------u N s�T---�o,:,7` -o S r�i v -------- Location — Address Assessors Map and Parcel , ---------- - - - - -- - - ------ - - G Owner r, Address f Installer Driller Address I Type of Building Dwelling-------------------------------------------=---------------------- Other - Type of Building -- No. of Persons---=--------------------------------------=------ - r _ TYPe of Well — _---__-----_--- ---____---- - - � - _.� ems.•- � ..a K, Purpose of We %-----±--��--------------- 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 Certific a_of Compliance has been issued-by the Board of Health. Signed- - ------ - -- ---- -------------------- - date Application Approved By - - --�- �� -- / "-- 6_ date *. Application Disapproved,for the following reasons:--------------------- ---------------------------------------------- '------' r n, -----------— -- — --— ---------------------------------------------- j dale to Permit No. ---`--- --jg�-?—--------------- Issued ---- -� — - date ° ;l - �!k ' BOARD OF HEALTH TOWN OF BARNSTABLE F 6C-ertif itate®f Compliance THIS°IS--TO'-CERTIF^^Y` at Ehe'`Indrviii'ual Lt/ell Constiuctect jo!T SGp 0"', - �� ��/k - w _r1_,o,,- - -------------------- - --- - ----- ------------------------ Installer - ---------------------------- -- ------------------------------------------------- has been installed in accordance with the provisions of the Town of Barnstable Board of Health Private Well Protection '. . �E Regulation as described in the application for Well Construction Permit ------ .kF THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUEDAS A GUARANTEE THAT THEWELL # k= ` SYSTEM WILL FUNCTION SATISFACTORY. s ' DATE-----------------—-— ---- -- Inspector-------------------------------------------------------------------------- • a" BOARD OF HEALTH TOWN OF BARNSTABLE Ver[ Con0ruct ion Permit No. 9 . _�'!;' _ Fee Permission is hereby granted Q - ----------------------------------- -------------------- -------------------- to Construct (A-), Alter ( ) or Repair ( ) an Individual Well at: t --- ------= — — — -- --- h Street as shown on the application for a Well Construction Permit No. Dated -------- �, N... Board of Health DATE_. , it } _ 4 . s �i ENVIROTECH LABORATORIES; INC. MA Cert. No.: M-MA 063 449 Rte. 130 • Sandwich, MA 02563 (508)888-6460 . 1-800-339-6460 FAX(508)888-6446 CLIENT: Cleary LOCATION: Sunset Point ADDRESS: Osterville, MA SAMPLE DATE: 5-16-96 COLLECTED BY: DA Scannell DATE RECEIVED: 5-16-96 TIME: 12:OOPM LAB I.D. #: E5-320 JOB TYPE: New Well SAMPLE I.D. #: E5-320 Irrigation WELL SPECS. : 27' RESULTS OF ANALYSIS: Parameters Units Recommended Limit Result Coliform bacteria/100ml (MF Method) 0 0 pH pH units 6.0-8.5 6.26 Conductance umhos/cm 500 215 Sodium mg/L 28.0 31.8 Nitrate-N/Nitrite-N mg/L 10.0 0.20 Iron mg/L 0.3 1.38 Manganese mg/L 0.05 0.115 COMMENTS: Sodium level is not a health hazard. Iron and Manganese are not a health hazard, but can cause taste, staining, and odor problems. Yes WATER IS SUITABLE'FOR DRINKING POSE FOR PARAMETERS TESTED. XXX Dat ald J Saari La rat Director LT = Less Than GVLsr t7vs�. TO OF BARNSTABLE LOCATION 1 SU✓1 Se. Y'O1 nT SEWAGE # VILLAGE S GlV I l� ASSESSOR'S MAP & LOT d� INSTALLER'S NAME&PHONE NO. SEPTIC TANK CAPACITY I OW LEACHING FACILITY: (type) CIO (size) NO.OF BEDROOMS l BUILDER OR OWNER --SAMAS C AA reLl PERMITDATE: COMPLIANCE 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) O Feet Furnished by n rnG�/-fI On a � � a6so a as 33 3 �a S3 ------------ ' iw' 110 I l= Ilb/l 'aleos hI veld 1001d 1SJl= PAON 90f>JAV1S 1YNn 0911I4DdV j ,feo❑ If O.£ ,fea❑ :aleo❑ - 6NOISI/L3M - 'A9V's'0'd 01'6'O'3 :NoucIm115NOD 0 ' - �11 W2J3d■ - - :9NIo019❑ 531VU 3nSSI 1Vn03 ivn03 OZOZ`Z lagolop B'b OI-B sl£ Z'ZI s E .OI-B B'b v w O - O O O ,IO-li — IT _ _ :31vas SU[M83Q - - - -----i-- SMOONIM _ SMOONIM A211Ntld 3O_O.S M0139 S3A13HS u, M0139 53A13H5 - Z C Lo ------_ '---- - _ ANa Nnvj - uuid loo13 Isild -- -- o .B - bAL L d'0'4 Ol'd'0'd :2�ili �UIMEIQ - .o,z 'VIVA N-3-X 11-d UNV'Jll - I. 0 �Q ,L1311HOW NWVU YOlaltld AO NOISSITYa3d O - - N311IaM03S53adX33Ht0NINiV180 �./ i13MOHS 1SEIA 1nOH11M Alatld OMIHl ANY 01 �' ON3 r+p • O a00(i-Lno 3Sn aUA O3NOISSV 39 A3H1lNH5 aUN a3NNtlW - O -CJ I ry ANV NI 03JnCoWn 391ON llVHS—'—a asaXxoll a'slDvNal mtl aa 3S3H1 w sylDla ua3aoaa 777 £ q - � O Natl3HtlJla . l-1 -'______ O___ _1_____________ -- -_ dDA O --- I'E ' oeb n V� a3H1—S311 HDH1 Ad00'MVI NO W W00 C V Z i 3H1 dAa3S-A1553ad%3'tl1 V-I—d `AOlalYd ONtl'Jll JJ31HI0atl Natl3Ntl aOliLLtld :IgSTjXdoD Sumvi4 2,z ° Htvfl 'Nmvaa.rnvworoo NVIu lN3aaiim _ i H1AdOldOA 'A'O�AO1dO'dAVW SDNIMVEO'S3ZIS NO—SNOISN3W10 - MnO3 1Vf103 - Nod UZIIVJS 391UN llVHS SDNIMtlaO ➢r - 'aaOM and OI9lVNlA AOltlJ1HN9fiS Ol U b10- - _ _____ ________. A WOON,LV-0ltl3TFJ � WOOy OnW . aOHld'O31tlJ1OW 3910N AtlW NJHIM'S30tla1 - O a3H1030XaOM3H1aUiS1N3W3aI003a - - m I,VNS - a13H S JVa1NOJ Na3N3D 3H1 WEOANI '� _ lNHS SEO.IJtla1NUJ9C15(INtl Sa31ldMS - 1.51. Y r N '03131J3ds a0 NMOHS Way Nv iO NOLLONfIi - MO139 a3Ntl1Y 1,5I•Sa3MtliIO - I , SN33aOS ONIONIMS a3Z33a10NV aOlVa301ai3a H1IM SN000 ONIOlIs a ION 1, V11 1SNI a3d0ad 3H1 a0i AavSS3J3N _ ® NO NO SI11 AI W311 OItl5301AUad lltlHS aOJOtlaJ.NOJ T O I NN3N303H1'03L9J3d$aO NMONS ________ ____________-___.._ _-..__._. --- a. NM StlANtlO "S90JJtla1.NOJ-9ns/53OY1LL IO6. - - iOXaOM3H1N--Id SdN31N3alnOda .9-6 .9'6 .6-�9 - 1b'NUISNHWIO d0 NOI1tlWOEU-OJ 3H1 aUd 3191SNUdS3a 38lltlHs aUlOtlalNOJ ltla3N30 1Vn03 ivnO3 ' 'M90M HJJM OW033OOad1.. - ' SNOLLtlOU]ONV SNOIllON00 ONllSIX3]N - .0-3h ',H dRR dIHSOIIV1NVd ANtl ONIL1na1SNOJ Ol 03WEOAa3d 3901 XEOM3_O.110 0 - 3N1 W ylOAtll lltlHS aUJJWI.NOJ 1tl1I3N3O 'SLN3 "n_1.,0_0J 3H11n—.1HI MOM dO NU113ldWOJ - AW AaVSS3J3N S11Wa3d TIV DMan03S a0i - - 31HISNWS3a 3911VHS a01JVa1NOJ 1Va31,130 _ 'S3OOJ DNIHWCI]d ONtl'.U33tl53A11'ONIOlIn9 NNO11tlN CENVONtl—IS - _ ,toad .. '1vJO1319t1011ddtllltl HiM3 I NI 03WaOda3d 39lNHS w JIEOM TIV ' '9310N 3S3H1A0 S1N3W3aIn03a 3H1 � - , IIV 303 Sa3llddn$UNV9aUJ.Otla1NOO'9nS - - ' IN 3JIVW]NHS aUJ.0WLN00 Na3N30 :SDION lelauap vw`allwalso osnoH iood juiod 131naaux a000 33s19v1 aooa M3N � jasunST g wnO3NOS MO0NLN3351`JVI MOONIM M3N 0J U 1`.`l, 11` d41'SIItlMYOlY31Nl F%2 'dNM07VM VM 0NI9Wnld 9%Z 'dAL'NOI1Y1n5Nl/m S1 aO 9''Z ` 6lWlYM 03GOJ50dOad W OO'U 3 E a4E COI 1,IE d'MMM "1DnE15/M'0000'MI N0I1V0Nn0d 77 NC1 tl 1:d YLZ 99 LI :i ZI LM1 M1BUS:d UILI r LI.:d aeszov �.n�Hl�dr3 vnra w �e am�M1¢ NGI a�uantl 41le+mN 1JUUl ` I'9Yf0'9Y 5133H5'31n03HJ5 W11M 31Y1 IOa000 •• n� aN1991 NOLLOfRllSNOD . X1IV3HV X0111Vd + NO-A= J74 alaaS�I UuId J001d isjld L-1 LLL2ION 90f>d1NV1511(Nn103114lRIV .9101d 01'S'O'3.Z,L1, 'S'O'3 01'S'O'd .0-It'? ;O-9 'd1.1 {I 'dA1.{1 O"O'301 0'0'A.6-,Ez ,T]❑ 00 —a❑ SNOISIAUTl :N0110MUSN07 C3 OZ/-160 WMI3d G ONI00I9❑ S31VO 3nS51 OZOZ IZ zag0;o0 - O O uj I :01eOS2UIM1B.IQ dni: - - _--'� �-- ------- ------- z - . O'b usid a0013;s.zi3 {/ z z_ _ r ---- _ --- - _ - -- -_ __ _____ -. :a(;11,2UlME3Q - o I I in Hltlg - p_ o 'vlvi Navaxv nJ3nlva aNv'Jn n m i.L]311HJ1NW3ll NroM1tlMn3H0Htl31 51nmSJ3 lMAlLL1d1ntl(3vdd 3d HoO1a N3OxOWlIS NnSIIxWVv1M 8o30df - __b] - Q----------- ON. _ 3sn aMoJi IaM A3 xs MON M3NNtlw I - 3 1b o3 ANV 03Jf00M3 39...] O i 05d� -1- 1Ol--3-SONMNtlV MMdONtl'JIl JJ1143tl..V3Htl 5�0 - 3S3H1'SO.WMW03S3FLLWS1H0IM A1M3dOMd .01-,£ ,{I I-, .9--Z 9,I .$',Z I.f,I',I n3N100Nb$1HOM AdOJ'MtlI NOWWOJ - 3H13AMI AISS3nd%3'tll Nntl3Htl 1 - _ MJIHJ.Vd ONtl'JT 1J311H3Mtl NMtl3HV MOIMlbd:jydu,Sdo3 JmmelQ (o q N I I o o - z 7 Nava av�b O O 0 'Nmtlaa.altlwolMO Nvlu.w3aaiilo - --- --------- ----- - ----------------- -- - --------- ------- ----- 3IVJSV1tl03J000Md3MN3383AVH .___________ ___ ____,�_i _ _ ___.�_r _ - _ _.i__ n N AVW 50NIMVM053ZI5 MO/ONtl SNOI$N3w30 O ` O O ^?♦`O'yO; O O MU!037V3S 36IUN 11VHS S0N3Mtll10 _ , 'MMOM MOd WB]tlNld i0ItlJ11W80501 O O O . 1 O O O MOIM M13Nv1-i0.0 OJ-10W 38N1iO30OHNl1W.5Mtlo3WdN H3S9J I Bill 'S3100V03MM1 _ N N I I - 1 - O N WMOlNI - ]lbHS 5MO1JtlM1NOJ8O5ONtl SM31]ddf15 i - - 1 '0319I33ds MV NMOHS W3Jl NV lO NOLLJNOi MO NOIlb'1lW VS 9GIAOnd 3H1 MOi AxrvSS3 - - swmw3L1Wbs3amonanbxsaa.]vM1NOJ WOOZI 3Si0U3X3 o ' 11 H1'031dIJ3aS MO NMUHS ' SI W311 Ntl l0.UN IlO MO M3H13HM i055310Mtl03M � ; I j � _ 'A131tl10314W1 4; . i ' nOUltJ IN-0.80.01 SI A Wd 3N Vi.0101tlH 33HW wgiv MUlb—A.'1J000ndtli0 N0I1tlJ1i1J3dS �: I ' I NO— 1 I - 1MMOM 'MUOWAiISStl'IJ3ILLWMOM13310l—ltl - 30WO1S i—_______ ___ ___`3 30VN01S i WtlMOCHl Nla nOS313NVd3S3ISN3WI0 SNtlld3HlNION00d531JNtld3nJSl0ANV - � ------------' --- -------- 7!1 --- ______________ ____ O ___ISGA0llVNl0-0,)T'N0ISN3W10d0N011tlWQM0-OJ3H1MOi3181SNOdS3M38lltlHSM0lltlnlNOJltlM3N3O _______ __ __MOAIIV 'lIIVJNT-111"C)J9S—S ONtl'13Vd1Ntl0NIW[OAIS9A 3nOi38 Sa1HSN011Vl3n IVNOISN3wl0 Ailn3nONO-.A d3801 ll 3MIJN33H10I313W NOAtlI lTVH5 M01lW1NOJ ltlM3N30 .1NNIIJOO.LItlMI.NOJ3H11f10—fIOMHl V—i0 N011 1-03 3S-i lVn03 Ivno3 ivno3 8ISNOAS3n 38 I]VHS MOlZi—NOD IVn3N30 - - ' - 'S300J OWHWf1Id 0Ntl IV3-1,I3 'AJ3itlS 3dil'ONI01108NNllI1VNONtl 31tl15d.11.{I - JALz1 '0'O'd 01 J'O'3.6'�EZ 'dAl.{I ' 'ltlJ0l 3I8VJIlddtl lltl HliM 3JNtlIldWOJ « W 03WM0lM3d 39 ITVHS MIOM I]V 'S'O'301'S'O'3.Z-.Lb S'O'd 01 S'O'd 'SBION 3S3Hl 40 S1N-3M3003M 3H1 iO3ntlMtl Sn3IIdd0S ONtl SnOJJbMwOJ'BfIS r - - IIV 3YtlW II-S MW.JVM1NO3 lbM3N3O - aaloH jelauarJ I'b VW`ajj!AJa3S0 um J-B g a lulod io Suns 1 S Mn03HOS MO?O M 3351 OVl M000 3N Il O (3If103H05 MOONIM 335)9V1 MOONIM MON 'd\1'SINM n0M31Nl— 'dAl'SIIVM 9N—m,9%z W O a'H l e a y M1f a11)¢d-MMM — 'dJ.i'NOI1V1nSNl/M SIItlM MO M3N 91Z S11—ltlM G350dOMd SCOM1'60'SOS:! 9LZiYYZ _ 21 C6'ACM105:d WL 1'9YZ LlY:d 'l ml.G/M'OM000'INM NOI1bON00! 6:i'iS5U j'{4'unaue9U3 YI IZO VW'umsn8 >mlhc ul.�aNLI. anuantl 40eanu.wwnJ'WI + - nmG n l 1 9v,r'o sv 51ON99113N,Oux?llSNOO Lz--a !! x=jLvl I V I I PATRICK AHEARN CONSTRUCTION LEGEND COORDINATE WITH 5CHEDULE,SHEETS AG.O EX15TING WALL InO CPmmunwcaRF Avcn�ie Nevin Sy�Wre Su�le LA I)Wiener Sheet P.e7,MIIIBIti Fwll;annxn,M A""W" P:EI'I.SE-76 P:1a 31.V l2 _ PROPOSED WALLS - F:EI)._4E.:2tE F:SOA.Y)9.VBJP 2.G NEW OR WALLS W/INSULATION. 2 PLUMBING RING WALLS,TYP. zX4x4 INTERIOR wALLs.TYP. www.patrickahearn.com O NEW WINDOW TAG(SEE—DOW SCHEDULE) O NEW DOOR TAG)SEE DOOR 5CHEOUIE) 5 51 Sunset Point Guest House Osterville,MA General Notes: _ GENERAL CONTRACTOR SHALL MAKE ALL - SUB-CONTRACTORS AND SUPPLIERS AWARE OF THE REQUIREMENTS OF THESE NOTES, 23'-b" ALL WORK SHALL BE PERFORMED IN COMPLIANCE WITH ALL APPLICABLE LOCAL, STATE AND NATIONAL BUILDING,WFE SAFETY, { 41 7�" -. 0 B,-O}° 7'-7}' 8'-Olq" ELECTRICAL AND PLUMBING CODES. L GENERAL CONTRACTOR SHALL BE RESPONSIBLE - 2'-%" 3'-G3j° 2'-O}' 2'-O}" 3'-Gn3" 2'-OIj' 2'-04'L 3'-Gj' 2'-5q L FOR SECURING ALL PERMITS NECESSARY FOR COMPLETION OF WORK THROUGHOUT THE CONTRACT DOCUMENTS. __--__---_____--________-__-____-___--------._______..-..._ ' © © - I GENERAL CONTRACTOR SHALL LAYOUT W ME FIEL - _- --------_ ______ _____ ___.i VER FYDMENSIONAL RELATIONSHIPS BEFORE NP _-__ _____-__- ___-_-___ ......... .... ..... _-_.. CO.STRUCfIN.ANI'PART.AND SHALL VEN FY © ALL EXISTING CONDITIONS AND LOCATIONS - _ I BEFORE PROCEEDING WITH WORK. - 1 I GENEAL CONTRACTOR SHALL BE RESPONSIBLE t` gip' FOR THE CO ORDMATION OF DENSIONAL O SUN ROOM IM- REQUIREMENTS BETWEEN THE WORK OF • _ ._ - -, - - ©i - REQUIRED TRADES/SUB-CONTRACTORS. _ - - - C - ANY DISCREPANCIES FOUND IN THE PLANS. DIMENSIONS,EXISTING CONmnONS OR AN5' -- ----- APPARENT ERROR A THE UOT.MATER OR IAL --_ ® - - 2". _ SPECIFICATION OF METHOD OF MBLY IS TO BE BROUGHT TO __.-_ ... __ _______-_ _______ ______-_- 1 .____-__ -. I 4 THE ATTENTIONEOF THE GENERAL CONTRACT. 3'q. R a - KITCHEN/DINING ° - i 2" - ' REGARD LESS OF WHETHER OR NOT AN ITEM IS SHOWN OR SPECIFIED.THE GENERAL CONTACTOR SHALL PROVIDESAIDITEM IFTTIS NECESSARY FOR THE PIR PER IHSTALLATION FGNCnON OR OF AN REM SHOWN OR SPECIFIED. O OI 1 --- - - -- --- - SUPPLIERSANDSUBCONTACTORSSHALL INFORM THE GENERAL CONTRACTOROFTHEIR REQUIRE MENTEFORTHEWORKOFOTHER M� p - _ TARES,WHICH MAY NOT BE INDICATED,PRIOR I G,3� 23.-9 v O _ T .. 1' o 3 O I r LIVING ROOM �5#" TO SUBMITTAL OF FMAL BID FOR WORK. DFOR 10-3° ��� -J - - DIMENSIONS NA D IZE IOR SS DRAWINGS MAY - ❑ IIAVEBEENREPRODUCEDAT ASCALE • _ - ` L--- - © - DIFFERNTTFLW ORIGINALLS'DAWN. ` UNFINISHED STORAGE Drawing Copyright: j Ufl e _ I gip' a ON LAW.COPY RIGHTS AND OTHER PATRICK AHEARN ARCHITECT LLC,AND PATRICK AHEARN FAWEXPRESSLY RESERVETHE PROPERTY GHTSBNME EDRAWNGS THESE N B, - - - Y N O . E ME PROPERTY OF PATRICK C] - --------- ---- AHEARN A0.CNITECT LLC,AND PATRICK AHEARN FAIR AND SHALL NOT BE REPRODUCED IN ANY MANNER NOR SHALL THEY BE ASSIGNED FOR USE TO AN Y THIRD PA RTY WITHOUT FIRST OBTAINING THEM—RSSED WEL—N - - i - ., wT O 'v'� - - OB PERMISSION OF PATRICK AHEARN ARCHITECT O LLC,AND PATRICK AHARN FAIA. b MUD ROOM 10 I I POWDER - G}•/ N,a - = N Drawing Title: , 0 b� .II i 'u I I N ^ ...._._._. __-_.._ I I N - Foundation Plan& --------- ------- ------ , ...... _ ___ ___ ---- "- o - --- o First Floor Plan _.. - . -l. ___ - a-- - - -- El Drawing Scale: IN,= 1'-OIL a L7-9l• 8'-7' 6'-I I' A'-Slj• - 5'-3" _ T-G" 5'-3' 121-0" 7-7}° 4'-4q- - November 4,2020 EQUAL EQUAL. L I a,-O° L r 24'-0' L 155UE DATE5 - L 'r ❑BIDDING: - L 42--01 ®PERMIT: 09/-420 41,9}, I ❑CONSTRUCTION: 42'O' REVISIONS: �Dace: On le: - ❑Dale: ❑Dacc. • ' ARCHITECTURAL 5TAMP t JOB NORTH n Foundation Plan fnl First Floor Plan Scale: 1/4" =1'-0" u Scale: 1/4" =1'-0" I A 1 .0 . I PATRICK AFIEARN CONSTRUCTION LEGEND I\/\/��/v//j/N COORDMArE WITH SCHEDULE,SHEETS AS.O F AG.I A1O111TLpT EXISTING WALL IM CVmmunwcallS Avcnne NO'in,S-1 $uiN l.) I].NIA.lrccl PROPOSEp WAILS Bollun.MA 0211n E.IFun 1v HS 025:9 P:AI].265.1]IO P:50SV59.V512 F;AI).56R.22TA F:SORVJ9.901P 2.6 NEW EM[RIOR WALLS 1V/INSULATION,TYP, 2X6 PLUMBING WALL5,TVP. VA IMERIOR WALL•TYP. www.patnc ahearn.com NEW WINDOW TAG(SEE WINDOW SCHEDULE) ® NEW DOOR TAG ISO!DOOR 5CHEMLE) 51 Sunset Point Guest House Ostervil le,MA General Notes: GENERAL CONTRACTOR SHALL MAKE ALL SUBONTRACTORS AND SUPPLIERS AWARE OF TH — THE REQUIREMENTS OF THESE NOTES. ALL WORK SHALL BE PERFORMED W COMPLIANCE WITH ALL APPLICABLE LOCAL. 42'-O' STATE AND NATIONAL BUILDING.LIFE SAFETY, • ELECTRICAL AND PLUMBING CODES. 24'-0' r GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR SECURING ALL PERMITS NECESSARY FOR COMPLETION OF WORK HR000HOOT HE 7'-7}'EQ. 7'-7.j'Ea. T-71,EQ. CONTRACT DOCUMENTS. GENERAL CONTRACTOR SHALL LAYOUT M TE FIELD THE ENTIRE WORK TO BE PERFORMED TO VERIFY DIMENSIONAL RELATIONS.I PS BEFORE CO R ALL EXISTING CONDITIONS AND LOCATIONS DECK BEFORE PROCEEDMO WITH WORK. EQUAL 9'-O"EQUAL " GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR THB COORDMAT]ON OF DIMENSIONAL FFN Fpr 24'O' - �s REQUIREMENTS BETWEEN THE WORK OF REQUIRED TRADES/SUB{ONTRACTORS. 6-2}" _ ANY DISCREPANCIES FOUND IN THE PLANS, DECi- DIMENSIONS.EXISTING CONDITIONS OR ANY N SIFYING OR _ B SPEC FCATEON OF PRODURROR IN THE CTS MATERIAL OR MET1IOD OF ASSEMBLY• - 1 - - 7'-2}' h-_ _ _ a _.-_ _ UGHT TO THE ATTENTION OF HE'GENERAL CS TO BE ONTRACTOR IMMEDIATELY. N an 1 REGARDLESS EC W NETHER E NOT AN ITEM IS 'Adi SHOWN OR SPECIFIED.di COICTO SHALL THE GENERAL I VIDE SAID ITEM IF IT S NECESSARY FOR THE PROPER INSTALLATION OR i O —�--'---- Q . -. "-"-- - - - SUPPLIERS AND SUBCONTRACTORS SHALL BATH I INFORM THE GENERAL CONTRACTOR OF THEIR REQUIREMENT FGR THE WORK OF OTHER 6EDROOMI TRADES,WHICH MAYNOT BE INDICATED PRIOR TO SUBMITTAL OF FINAL BID FOR WORK. 10'-S' 3'- I' "�� ® r I DRA WMGS SHALL NOT BE SEALED FOR 4 j0r�6 I DIMENSIONS ANDIOR 512ES.DRAWINGS MAY I$'3}' q m 1 •I DIFFE BRENT TFIANORIGMALLti DRAWN. zS BEDROOM 2 °j ----_-- � ry> SLOPE DN B Copyright: 1 T-'i" —.•v Nbj 3:12 L, PPAATRICKTANEARNOARCMTECTLLC.ANDPATRICKAHEARN FAIA. ICI = B a [):� THE COMMON LAW,COPYEXPRESSLY RIGHTSESERVE AND OTHER - _ PROPERTY RIGHTS IN THESE DRAWINGS.THESE — DRAWINGS ARE THE PROPERTY OF PATRICK OFIs6'-O}' I'-II}• 6'-21 - q SLOPE DN FAIA,AND SHALL NOT BE REPRO'WCED RI A.NYN MANNER NOR SHALL T]E'Y BE ASSIGNED F00.USE O ' I TO ANY THIRD PARTY WITHOUT FI0.5T PERMISSION OF PATNCK AHEARN ARCHITECT - BELOW W lD O U.C.AND PATRICK AHEARN FAIA. Fo :1 b •' Drawing Title: BATH 2 Pl • � I �^ •. _ ---_- - Second Floor an --- - & Roof Plan 5•_01 S-, 4'-4}• r-$Y s'-z' ,2•.$• '-G}• Drawing Scale: I e'-o• L za'-o° November 4,2020 ISSUE DATES _ ❑BIDDING: - ■PERMIT: 09/--/20 ❑CONSTRUCTION: REVISIONS: 0 Dace: 00ace: ❑Dale: 0 Dace: ARCHITECTURAL STAMP 4 JOB NORTH i n Second Floor Plan fr�l Roof Plan I I Scale: 1/4I' =1'-0H U Scale: 1/4" =1'-0" A1 . 1 e CONSTRUCTION LEGEND ITH N PATRICK =tAHEARNCOORDINATE W 5CHEDULE,5HEET5 AGO P AG.I . I to Comnu.nweaRE AvrnncNevin Syiwe Suite LJ I)N'inter SlreaY un,M.A 021 I4 EJg9nou'n.M.A 025 J9 FOUNDATION WALL,COORD.W/STRUCf. - - F:617-166.2]IO .P:SOS VJ4.4.IF F:M1I).2GG.22]R F:SOP.VJY.40JP 1 _ FRO105CO WALL5 2,9 NEW EXTERIOR WALL5 W/IN5ULSTION,TYP. W W W.P a t r I C k a h e a r n.O 0 m 2X6 PLUMBING WALL5,TYP. 2X4 INTERIOR WALL5,TIP. - O NEW WINDOW TAG(5EE WINDOW 5CHEDULE) Sunset ® NEW ODOR TAG I5EE DOOR 5CHEDULE) 51 1 Point Car Barn 3 z Osterville,MA a.1 General Notes: _ GENERALCONTRACFORSHALLMAKEALL SUB-CONTRACTORS ANO SUPPLIERS AWARE OF THEREQUIREMENTS OF THESE NOTES. 24'-O"F.O.S.TO P.O.5. 47'-2• F.O.5.TO F.0.5. , ALL WORKSHALLBEPERFORMEDDJ - COMPLIANCE WITH ALL APPLICABLE LOCAL, 2'"5'2" 5'-IO}" 5'-IOk' 3'-4" _ .EQUAL EQUAL STATE AHD NATIONAL BUILDING,LIFE SAFETY, _ ELECTRICAL AND PLUMBING CODES, GENERAL CONTRACTOR SHALL BE RESPONSIBLE A4. FOR SECURING ALL PERMITS NECESSARY FOR COMPLETIONOF WORKTHROUGHOUTTHE Oq QA OA CONTRACT DOCUMENTS. ------------- GENERAL CONTRACTOR SHALL LAYOUT EN THE FIELD THE Q - > TO BE PORMED TO VERIFY DIMENSIONAL RE WC RELA IONSHI S BEFORE 330 = O L CON STRUCTINGANYPART,ANDSHALLVERIFY bww J ALL EXISTING CONDITIONS AND LOCATIONS BEFORE PROCEEDING WITH WORK. Z V O GENERAL CONTRACTORORDINATION DINAIO SHALL BE RESPONSIBLE HERTHE CO UIREMENT6DBElTVEENTHEWORKOF� - RE UIREDTRADES/SUB-CONTRACTORS. .__II____ _ ..__j BEDROOM ,-__-_ ____-_ _ _.___ __ - , Q 4.O lD T' ""f ANY DISCREPANCIES FOUND IN THE PLANS, DIMENSIONS,EXISTNG CONDITIONS OR ANY APPAREM ERROR IN TFIE CLASSIFYING OR SPECIFICATION OFA PRODUCT,MATERIAL OR 3 l - THE ATTENTION OF THE GENERAL CONTRACTOR METHOD OF ASSEMBLY IS TO BE BROUGHT TO . O 3'-3," 3'-O' 1'-I Ol' 9'-2° IMMEDIATELY, m REGARDLESSEC WED.THE E NOTL ITEM IS 1 SHOWN OR SPECFFD.THE GENERAL w0 ,y CONTRACTOR SHALL PROVIDE SAID STALL MO ITS R u,a --- _ NECESSARY FUR THE PROPER INSTALLATION OR -? _ _. IT ____ SUPPLINFORM THE GENERAL CONTRA O OROFTHEIR REQUIREMENTS FOR THE WORK OF OTHER Tp UBMITTAL OXIES. CH F FINALL BID FORY NOT BE VWORK'PRIORO u• � DRAWNGS SHALL NOT BE SCALED FOR KE O O 0 L� O BATH DIMENSIONS AND/OR SIZES.DRAWINGS MAY 1 - �' HAVE BEEN REPRODUCED ATA SCALE DIFFERENT THAN OMENALLY DRAWN. T/ O 5' 1 p w w 2 Drawing Copyright: PATRICK AHEARNARCHITEC T ER A THE ND PATRICK CONSOLE+TV AHEARN FAIA,EXPRE RIGHTS RESERV OTHER COMMON LAW,COPY RIGHTS AND OTHER ' m PROPERTY WMGSARE TS IN THE PROSE ERTY OF PATRICKESE l0 j AHEARN ARCHITECT LLC.AND PATRICK AHEARN O pT m F.AIA,AND SIW.L NOT BE REPRODUCED HN ANY -> Now O \`i TNOANYTH R PARTY THEY WITHOUT GNED FOR USE N W DESk\ OBTAIY THIRD EARTY WITH SSEE WRITTEN • PERMISSION OF PATRICK AHEARN ARCHITECT LLC.AND PATRICK AHEARN FAIA. SITTING ROOM Drawing Title: Z A _ _ ____ _ _______ _ _ ___ _ ___ _____ ___ __ ____ ___ ___ _ _ __ ___ _ __ _ _ _ - . _____._ __- 2' 1• Second Floor Plan ______ ______ _____ j __ _ ._ u S CUR - - - 330 m w o _ lid Drawing Scale: a lO= 1'-0" d October 2,2020 6'-I J, 5'"1 O4" 5'-I O}• G'"I k 155UE DATES ❑BIDDING: - 24'-0'F.0.5.TO F.0.5. 47'-2'F.O.5.TO P.0.5. a PERMIT: 09/—/20 ❑CON5TRUCTION: REV151ON5: . - 1= ❑Date: ❑Dace: ❑Date: ❑Dace: ARCHITECTURAL STAMP 4 JOB NORTH Second Floor Plan O Scale: 1/4" =1'-0" Ai MAIN HOUSE F F. El. 1 TO BE CONFIRMED DESIGN DATA See Note 6 (typ.) Single Family F.G. EL. 17.5* - *Final Foundation Grading To Be F.G. EL. 1 .0 -8 Bedroom @ 110 GPD Coordinated With Landscape Plan No Garbage Grinder Total Daily Flow=880 GPD Flow Equ it izers Use a 2000 Gal Septic Tank EL. 15.70 A ,/- As Required Installer To EL. 10.95 Existing LEACHING AREA Con firm Prior 9 880 GPD/0.74(LIAR)=1,190 SF Required To Any Work 2000 Gallon EL. 10.70 H s 20 Top EL. 10.60 Sidewall=2(13'+67.5')2'=322SF Septic Tank D-Box EL. 10.03 Bottom Area=(13'x 67.5')=877.5 SF H-20 Exis tin g Total Provided=1,199.5 SF(887 GPD) 9.60 H-20 To Be Installed On Leaching Chamber LEACHING CHAMBER DESIGNold Stable Compacted s Bot. EL. 7.60 All Pipes to be Schedule 40. Use 7-500 Gal.Leaching Chambers in a Bedding,"T"s . .....::::::::::. .:.. Inspection Port, IA E 13'x 67.5'Double Washed flkrre.a.s& Baffels u ntfrt:teaxelde:.:R;Seorlr5 ¢ef.e.. Stone Field as Shown. as Per Title 5 th e`::Ou Peruri:aa&.....f: :TFi :::S"t�i r:: LO 00 DEVELOPED PROFILE NoEL. 2. No Groundwater Per Test Hole 1 MAIN HOUSE NOT TO SCALE Fin.;sh 3rode I� 3' Max. 9" Min Compacted Fill Filter Fabric And/ 1 2" �J 11 1 8" - 1 2" 3' EXISTING Pea Stone H-20 314" - 1 112" LEACHING Double Washed CHAMBER Stone r= 4' - 10' �i I� 13' CROSS SECTION OF CHAMBER NOT TO SCALE F.F. EL. 15.43 GUEST /GARAGE TO BE CONFIRMED Access Cover (typ.) DESIGN DATA F.G. EL. 12.5 (See Note 6) Single Family F.G. EL. 11.5 -3 Bedroom @ 110 GPD No Garbage Grinder Provide CI can ou t Total Daily Flow=330 GPD Use a 1500 Gal Septic;Tank PROPOSED Flow Equilizers Engineer To LEACHING AREA CAR BARN As Required Verify Soil EL. 11.30 Conditions 330 GPD/0.74(LTAR)=446 SF Required GUEST E ' 1500 Gallon Sidewall=2(12'+32W.96=84 SF EL. 10.50 H-20 EL. 9.25 EL H-20 Bottom Area=(12'x 321=384 SF Installer To 2 Compartment O-Box EL 88 Top El. 9.04 Total Provided=468 SF(346 GPD) Con firm Prior Septic Tank To Any Work ® o ® ® ® 7.54 EL. 8.50 H-20 LEACHING CHAMBER DESIGN To Be Installed On Flow Diffusor in All Pipes to be Schedule 40. Use fable Compacted Hose � 3 Flow Difussors in a Bedding,"T"s, & Baffels 12 x 32 Doube Washed Stone Field as Shown. as Per Title 5 •:`.`:Reirity `.& Ri?pldi e.:' ::a i ::;.r EL. 2.00 tQ......}nsu�td�{e:.SDls:`.ir rtM�n '` f: :; : No Groundwater t1u#er...:PeC......to :: yst rfi' Per Test Hole 1 DEVELOPED PROFILE GUEST/ GARAGE NOT TO SCALE POOL CABANA Access Cover (typ.) DESIGN DATA F. BE C 4ONFIRMED (See Note 6) F.G. EL. 12.5 Single Family-1 Bedroom @ 110 GPD F.G. EL. 12.0 No Garbage Grinder Total Daily FIow=110 GPD Provide Use a 1500 Gal Septic Tank Cleonout Engineer To Veri Soil LEACHING AREA PROPOSED Flow Equiired Conditions 110 GPD/0.74(LTAR)=148.6 SF Required EL. 10.501AbIler As Required Sidewall=2(IT+24)0.96'=69 SF Con firm Prior EL Bottom Area=(12'x 24)=288 SF To Any Work 1500 Gallon H-20 H-20 EL. 10.00 Total Provided=357 SF(264 GPD) Septic Tank EL D-Box EL. 9.58 Too El. 9.79 LEACHING CHAMBER DESIGN ® C2 All Pipes to be Schedule 40. Use EL. 9.25 H-20 2 Flow Diffusorsina To Be Installed On Flow Diffusor 12'x 24'Washed Stone Field as Shown. Stable Compacted Base Bedding,"T"s, &Baffels as Per Title 5 Rrriaue;BtRQptti2:;' :: : :`;:;` ... . ....... I. .............. ......... .. ........... EL. 2.0 ::. . ... .}ri:strltgt{e..SD{1I..:1!ttM�rt 5'::0: ::.:: ... ........... No Groundwater 1? ::5ysfrri: Per Test Kole 1 DEVELOPED PROFILE CABANA POOL NOT TO SCALE SEPTIC NOTES PERC TEST: 19,174 1.Location of Utilities Shown on This Plan Are Approx.At Least 72 Hours PERFORMED BY:DARREN MEYER Prior to Any Excavation For This Project the Contractor Shall Make the Required Notification to Dig Safe(1-888-344-7233)and contact SOIL EVALUATOR NO.1614WITNESSED BY:DAVID STANTON,R.S.- Sullivan Engineering&Consulting Inc.(508-428-3344). TOWN OF BARNSTABLE 2.The Contractor is Required to Secure Appropriate Permits From Town OCTOBER 18,2019 Agencies For Construction Defined by This Plan SITE PASSED 3.Wherever Sewer Lines Must Cross Water Supply Lines Both Lines Shall Be Constructed of Class 150 Pressure Pipe and Shall be Water Tested to Assure watertightness. In General,Water Lines Shall be Constructed in TEST HOLE- I EL.13.0 TEST HOLE-2 EL.13.0 Coordination With COMM Water,and Shall be in Accordance " "-" A.LAYER 10YR 3/2'. A.LAYER With 248 CMR 1.00-7.00&310 CMR 15.00. VERY.DARKGRAYISH'BROWN.'.. VERY.DARKGRAYISHBROWN... k c 4.A Minimum of 9"of Cover is for All Components. „ .... .... ..... .. ..... °g Required pon 11 LOAMY.SAND. 12.1 12" ... LOAMY SAND. 12.0 5.All Structures Buried Three Feet or More or Subject _ $LAYER.i0YR5/8..... S LAYFR.'I�YRSl8 .. = Finish Grade to Vehicular Traffic to be H-20 Loading.It is the Engineer's YELLUWISHBiLOWN ..... ISfIBROWN: Recommendation that H-20 Always be Used. Filter corn ' t 30" LOAMY SAND. . ..... 10.5 29" LOAiII'SAND :... 10.6 N .. ( Fabric 6.Install Watertight Risers and Covers to Within 6"of Finished Grade C LAYER 2.5Y 7/4 C LAYER 2.5Y 7/4 Compacted Fill AND/OR Over Septic Tank Inlets and Outlets,D-Boxs,and One Leaching Chamber PALE YELLOW PALE YELLOW 1C 118" - 112" Per System.All covers are to be maximum 18"for concrete or 24"Cast Iron MED.SAND N ED.SAND ® 0 =11=9 ® ® Pea Stone 7.Septic System to be Installed in Accordance With 310 CMR 15.00& PERC TEST 9.3 248 CMR 1.00-7.00 Latest Revision and the Town of Barnstable 25 GALLONS GONE I 3/4" - 1 1/2" Board of Health Regulations. PERC RATE<2 MINAN(LTAR 0.74) 4' Double Washed 8.All Piping to be Sch.40 PVC. 12' I Stone 9.D-Box Shall Have a Minimum Inside Dimension of 12",and a Minimum 132" 2.0 132" 2.0 Sump of 6". NO GROUNDWATER ENCOUNTERED NO GROUNDWATER ENCOUNTERED 10.The Separation Distance Between the Septic Tank Inlets and CROSS SECTION OF H-20 FL O I N DIFFUSOR Outlets Shall be No Less than the LiquididDepth.Inlet Tees Shall Extend a Minimum of 10"Below the Flow Line.Outlet Tees Shall Extend 14" Below the Flow Line,and Shall be Equipped With a Gas Baffle. 11.Car Barn/Guest Septic Tank Shall be a 1,500 Gallon,with 2 Compartments. TEST HOLE-3 EL.13.0 TEST HOLE-4 EL.13.0 NOT TO SCALE The First Compartment Shall Have a Volume of Not Less Than A.I AYER'.1.OYR3/2 .A.LAYER IJOYR3a'.' 660 Gallons and the Second of Not Less than 330 Gallons. ...VERY-DARK GRAYISH'BROWN... WRY.DARK GRAYISH BROWN.. The Compartments Shall be Interconnected a Minimum 4"t?J mP by 12,E LOAMY SAND.. .......... 12.0 12". LOAMY.SAF]D.....:. 12.0 Vented Inverted U-Shaped Pipe with a Gas Baffle on the Outlet &LAYER.IOYR Sl8. .: B LAYER.10Yit 5/.8.... .. .. 11.All joints connecting pipes to foundation,tank,d-box and SAS are to be . YELLlbm BROWN......... YELLOWISH BROWN Sealed with hydraulic cement. 36"..'. I:OAMX SANL? .... ...... 10.0 35"........:.... I:O SANij:..:. .. 10.1 C LAYER 2.5Y 7/4 C LAYfR 23Y 7/4 PALE YELLOW PALRYELLOW N ED.SAND ME().SAND ,CN OF, 5 PERC TEST 8.7 L� 25 GALLONS GONE O J HN x PERC RATE<2 MIN/IN(LTAR=0.74) 0 1 IL 8168 126" 2.5 126" 2.5 NO GROUNDWATER ENCOUNTERED NO GROUNDW.:';TER ENCOUNTERED GASTE IONAL TITLE. PREPARED BY. PREPARED FOR: NOTES: Site Plan Proposed Improvements. Engineering& Ca' peSury p p rri i„111Vall Consultin Ina West Bay Rd, Suite G At Osterville MA o2655 The 51 Sunset Point Realty Trust '� 1 Point P.O.Box 669.711 Main 8fissq Osbrvllle,MA 02865 ,/ 51 Sunset Point soel@sullNaneogln.com•wwwwllWanengin.eom (508) 420-3994 / 420-3995fax ~ V Barnstable (Oyster Harbors) Mass. 0 Draft: RRL/ASL Field: WHK/KAR DATE: November 10, 2020 SCALE. Review: JOD Comp./Review: JOD/RRL Project: Vinios Project#• 3000023 L j? • m ;w:. . r Location Map 1"=2,000t' FLOOD ZONES: X, AE(EL 12), & VE(EL 14) Based on Map # 25001 CO756J July 16, 2014 ASSESSORS REF.: Map 051, Parcel 008 OVERLAY DISTRICT: ZONE: AP - Aquifer Protection District RF-1 Area (min.) 87,120 SF (RPOD) Frontage (min) 20' Widtlh (rain) 125' Setbacks: Fron t 30' Side 15' Rear 15' 1'I�hh1� I I�I� 1 • It 11111 � 11111� � � ---- I • .9 aamoc>oOooO °O°000a� 'a❑ C1Q?H in Iob \ �C+\ AP 6 111t1�111� 1 , I 1 —� Pc� e 505t' (P./on) � `� � \ sQ 19 I' ' I / ` �, '� / / / S82:2 "W I \ , \ \ss1, 'I \ C�Qj7,' .� 0 Tpgpk nB „ 1 CA I 1 j \ \ \\ I I ^� 1'' / �` f Tank/ o / / �f 1 9e \111 \ \o tl \ e + I \ 1 1111 I11 � ' Lawn I I I °` ► ` �z I --- I ► NCI I�i\i111111� ° 1 \ I I I I t��elfis (I ' Patio ` Q �� ~ `� \,n� � I wwdeck above #1 0 I Revetment m 1 1 I t.2 ��• , I i I I awn \ tt r_ ge/AptJ 116�--F #51 \ o :`� c..a ' + 40, 1 ( ;• 'w r 2 Sty w/f � Q eft, Pav9 '`' '• � 111 I 11 Dwelling \ `,s, ~��� '� •. . `i / / / / / / ❑o � o0000000 �`ba I°000' ° � `''"'�-'n;�'.. t _ \ / / / / I I I \\ Lawn / ' Patio I w/dec l I / O eTop Coo tol Bank I I 1; -'r iA6� (Town Def.) I \ Lawn \ � I I _ cc) I I t I o Pool I (b Patfa zr / / / / I (/ / /I/ Wetland Resource Line 0 as Flagged by Brad Hall � I IPale / #16U/2 \o�, I II i I 1 � I r \ , I �, , " ► / !-- , I� Area Su mart' 393,300±SF - 9.03±AC to MHW Total 147,640± F - 3.39±AC Contiguous Upland Legend: e Groin 5ion ( I S 81' 3'20"A /� -6- ,�I / e II \1I I/ Light Post ' I / / / 69.1 3' J I'"I I 0 Misc Manhole ® Catch Basin ® Catch Basin (round) a Drain / I 115 54, .). Hydrant \ / pole _• l ID CB/DH / / #16Q 23 -1 Guy / <>- Utility Pole hn Utility Hand Hole OHW— Overhead Wires — 25— — Elevation Contour I 1 S Underground Utility Line I it I Q/q4 I ° Cedar Tree \ Holly ,Tree • Deciduous Tree + Coniferous Tree `jH OF Mq S 4 o� J N CO Iola. - 8168 FS'SIONAL TITLE. Site Plan PREPARED BY.- PREPARED FOR: NOTES: CapeSurv 1.) The property line information shown was Proposed In1 prOVe111entS 1n&ee,1q dicompiled from available record information. _ suffivanComang, 3 West Boy Rd, Suite G mAt Inc, Osterville MA 02655 The 51 Sunset Point Realty Trust � (508)428-3344•P.O.Box 889.711 Main Street,OsbrvIIN,MA 02858 + ~ 51 Sunset Point seei@sullivanengin.eom.www.su1IWamm9In.eom (508) 420-3994 / 420-3995fax 2.) The topographic information was obtained from an on the ground survey performed on Barnstable (Oyster Harbors) Mass. or between 241SEP115 and 05/OCT/15. Draft: RRL/ASL Field. WH.K/KAR 0 p 15 30 60 120 , DATE: SCALE: �� , Review: JOD Comp./Review: JODfRRL 3. The datum used is NAVD 88, a fixed mean September 15, 2020 1 = 30 Project: Vinlos Project#• 3000023 sea level datum.