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HomeMy WebLinkAbout0158 PARKER ROAD - Health 15 8_PARKER Q u al l OSTERVILLE �1 Q 0 TOWN OF BARNSTABLE LOCATION 5, eA{'� SEWAGE# p 3 ' VILLAGE I;J;j dL ASSESSOR'S MAP&PARCEL QV INSTALLER'S NAME&PHONE NO. �Oh�S -1 X aU 4+;Yi!R O/7? SEPTIC TANK CAPACITY LEACHING FACILITY: (type) 2 � or., (size) NO. OF BEDROOMS)) I OWNER Q�U II pe C"k PERMIT DATE: 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) Feet. FURNISHED BY d Y� Nt '20 3z \J f -We 90 -ys�/, No. �' Fee e THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS p � YILatIDYY ;Disposal app *pstem CoiYstru IDYL Permit 45 � Application for a Permit to Construct Repair( ) Upgrade( ) Abandon( ) omplete System ❑Individual Components Location Address or Lot No. O is Name Address,and Tel.No. Assessor's Map/Parcel Installer's Name,Address,and Tel.No. n l7k7 hesigner's Name,Address,and Tel.No.rr on s g:�_6o pe 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 P7 Nature of Repairs or Alterations(Answer when applicable) C� 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 an of to place the system in operation until a Certificate of Compliance has been issued by this Board of igne Date Application Approved by Date Application Disapproved by 'Date for the following reasons Permit No. Date Issued ,. -,. ...,:...�..:.,.�i,..L•,+. 'h �- •Wr...f,.�c.,w,. ,...q y. --i. ,�„ ts,• y .'i�°aG �nw lxg'-. "'�,..;;`:err x;,a�'.�,^•.;r'"`'..:.id`,,,�'+,d;..5,.,,".' , ,� r r t ,sex fl l ��f .• . H' No. � � � Fee. E; HE COMMONWEALTH OF MASSACHUSETTS Entered in Ye , 'T s PUBLIC HEALTH DIVISIOW. TOWN OF BARNSTABLE, MASSACHUSETTS Yes 01pplication for MiSpoSal *pstetn Construction Permit Application-for a Permit to Construct VRepair( ), Upgrade( ) Abandon( ) ['Complete System ❑Individual Components F { Location Address or Lot No. 66 O ntr's Name,Address,and Tel.No. k Assessor's Map/Parcel116 Installer's Name,Address,and Tel.No. G y2 W "f besigner's Name,Address,and iTel.No. Type of Building: Dwelling No.of Bedrooms Lot Size j51'3� sq.ft. Garbage Grinder( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures /' Design Flow(min.required) '7(o gpd Design flow provided gpd illll Plan Date Number of sheets Revision Date Title Size of Septic Tank Type of S.A.S. - r Description of Soil Nature of Repairs or Alterations(Answer when applicable) Date last inspected: Agreement: ry 't 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 of to place the system in operation until a Certificate of Compliance has been issued by this Board oo ealth"" / �y� Date 1;11d Gj Application Approved by ,. Date Application Disapproved by Date for the following reasons Permit No. Q' 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 'I (n V1 at". -. _ �K '' 4 .been constructed in accordance with the provisions of Title 5 and the for Disposal System Construction Permit No -/3 " dated Installer 1;001/. &rtiadII'm (5 Designer j��l/Q �rJ/,/ / "Q #bedrooms �a Approved design flow gpd The issuance of this permit shall not be co strruued as a guarantee that the system ill'function as i ed. Date - -.. . . - ------------------.-- `--==-`-- .. _ No. ( f Fee THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION-BARNSTABLE,MASSACHUSETTS Misposal *pstem Construction Permit 36.p ,qd 8041 Permission is hereby granted to Cons u tw( ) Repair_( ) Upgrade( ) Abandon( ) System located at � � ` and as described in the above Application for Disposal System Construction Permit. The applicant recognized his/her duty to comply with I � Title 5 and the following local provisions or special conditions. Provided:Construction usttbe completed within three years of the date of this peerr,mit. Dates Approved by �. a , .� _ .w.�.. i i Town of Barnstable Regulatory Servicesk " Richard V. Scali,Interim Director * MM18!'ABLE. ' s , �,►� " Public Health Division ti '°rsor " Thomas McKean,Director T,.. 200 Main Street,Hyannis,MA 02601, Office: 508-862-4644 Fax: 508-790-6304 Installer& Designer Certification Form Date: i Assessor's Map\Parcel �TEPH�I ffl*�%n 9V ASSOCIATES Designer: 42 CANTERBUFY LANE Installer: '2,, 3E,6i A,,� o Address: EAST FALMOUTH.MASSACHUSETTS ss: SJdeurvAaol.com M4 d�7k '. ' 4 On ( 0-7 4 41 P�' 0> as issued'a permit to install a (date) (installer) septic system at ( ,�� �-crr, C>�e based on a design drawn by ++ (address) dated . d(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. I certify that the septic system referenced above was installed with major changes (i.e. 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 cons tr compliance wit hI_ sA of the.I\A approval letters(if applicable) r" ESN OF ���(N OF Mgss a `���1STEq DAVID 9cs ¢STEPHEN' yG�. B. (Installer's Signature). 2-; MASON m 40 - DOYLE r NO.37559: 9 No.1066 0 --I �. t $101STEP lyO�t'sS (Designer's Signature) (Af s Stamp Here) PLEASE RETURN TO BARNSTABLE 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. Q:\SepticTesigner Certification Form Rev 8-14-13.doc Town of Barnstable P# _ 1 51g�f Departinent of Regulatory Services v i Public Health Division Date 1�3l� 200 Main Street,Hyannis MA ouoi • Ep I`+�J "D Data Scheduled Time I I OQ Fee Pd._ • [Yyt Soil Suitability Assessment for Sewage Disposal a, PerformcdBy: ��r�u ` �oyr_r' WltncssadBy: LOCATION&.GENERAL INFORMATION "flop Address 2 ���� Owner's Namo Address Assessor's Map/Parcel: • 116 o 3 7 —1-®ram Engineer's Namo $T�� ��LE— NEW CONSTRUCTION _,� REPAIR Telephone# S6 S'a 9y— (a 13 Lund Use Slopes(96) L S Surfhce Stones_ �� f-% Distances them: Open Water Body 1�O g possible Wet,Aron > 1 6 ft Drinking Water Wall Drainage Way _ ft Property Llnc j.j O ` ft Other_ It SIKETCHt(Street name,dimensions of lot,exact locations of test holes&pore teats,locate wetlands-in proximity to holes) N tis�33�j s �r Parent material(geologic) Q7 Depth to perlrgek_� r Depth to Omundwater. Standing Water In Halo: �c a►s+•��FGg r;►�Weepin®11'otn Olt Pnoa tA.t..i,r_ Estimated Seasonal High Oroundwnter 5 DET MMWATION FOR SEASONAL'IlIGH WATER TABLI� Method used: _ "b TI OIL 12-42--v&K �,t�{�ou k,J�f��G•r.� Do th Observed standing In obs.hole: In, Depth to still mottles Do� In,th to weeping from side of ohs.hole: In, Groundwater Adjuaitnent ft. Index Well- - Reading Dato: Index Well IsYal Adj hotbr, _Adj.droundwatep. aval,,_ PERCOLATION TEST Date:1 I I Z,., Trime.11:.t.s�. Observation Hole# 1 .,, Time at 9" Depth of Pero 77 S It Tlmc at 6" It :2I Z Start Pro-soak Time 0 i :00 1%.�.o,2 Time(911•611) t �� L l : to End Pro-soak S� i;.i yle, Rate Mln.tlnoh Site Sul tablllty Assessment: Sltd Passed�� Sitp Failed: Additional Testing Needed(Y/N) Original: Public Health Division Observation Hole Data To Ba 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(i)week prior to beginning. Q:WJ3PTICIPHRCF0RM.D0C DEEP•OBSERVATION HOLE LOG Hole# Depth from Sell Horizon Sall Texture Shcl Color Sall. Other Surface an.) (USDA) (Munsall) Mottling (Structure,Stoner;Boulders. a 6-- �Ok 51� �0 3 l.•,os�.� D `1R � i,•.1•ot.t<a ko - 9 G/biz- ' 48 6(l C"1 1,o t-.00 g� tih�•�J, G - 11-7— to-fit &/A %A S DEEP OBSERVATION HOLL LOG Hole# Depth from Solt Horizon Soil Texture Soil Color Sall er Surthen(In.) (USDA) (Munsall) Mottling (Structure,Stones,Boulders. At=! Xi>0 r7-3 2 .¢5 DEEP OBSERVATION HOLE LOG Hole,# 3 Depth firm Soll horizon Soil Texture Soil Color Sall 'Otlrar Surraea(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders.. Frt} DEEP OBSERVATION HOLE LOG Hole# Depth timm Soli Horizon Sall Texture Sall Color soli Other Surfaca(In.) (USDA) (Munsell) Mottling (Structure,Stones;Boulders, %-�FJ��'t O b✓1 1v- AID 17LO $ rt.4�-k1Jl�G V1 Flood Insurance Rate Mau: Above 500 year Toad boundary No— Yes ;, Within 500 year boundary No Yes Within 1 y 00 ear flood boundary No. ✓ Yes peuth of Naturally occurring Pervious Material Does at least four feet of naturally occurring porvio s material exist in all areas observed thrpughout the area proposed for the soil absorption system?If not,what Is the depth of haturally occuning pery ous material?,._._._._.._..,.. Cal3i--- ifleaN°n I certify that on o (date)I have passod 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,experds and experience described In 410 CMR 15.017. Signature Datb — 1"t--Le Q;%SBPr CWanCPORM.DOC i'4 1 AFFIDAVIT �xr S <D We, Mark E. Eastham, Susan Porter and Cathleen M. Kilmartin, of San Jose, California, _ Brookfield, Connecticut and Prospect, Kentucky, respectively, do on oath depose and state the following: 1. Our parents, Edward J. Eastham and Barbara Eastham, purchased the property located 158 Parker Road, Osterville, Massachusetts (the "property") in 1971 and the property has remained in our family since that date. See Exhibit 1. 2. During our family's ownership of the property it was configured and utilized as a four (4) bedroom residential dwelling. 3. I append hereto a layout of the floor plan of the property during our ownership. See Exhibit 2. Signed under the pains and penalties of perjury on this day of April, 2018. Mark E. astham lna- Cathleen M. Kilmartin 6� Susan Porter Commonwealth of Massachusetts /&-03 Title 5 Official Inspection Form Subsurface Sewage Disposal System Form-Not for Voluntary Assessments 10 158 Parker Rd M ' Property Address h y Eastham w. Owner information Owner's Name is required for G. Ostille MA 02655 2/13/18 ery every page. Citylrown State Zip Code Date of Inspection '^ sad:".I 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. A. General Information SI#. 1 agoa� 1. Inspector: Frank Nunes III Name of Inspector saa Company Name Box 841 Company Address East Falmouth MA 02536 City/Town State Zip Code 508.272.6433 13010 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. 1 am a DEP approved system inspector pursuant to Section 15.340 of Title 5(310 CMR 15.000).The system: ® Passes ❑ Conditionally Passes ❑ Fails ❑ Needs Further Evaluation by the Local Approving Authority i 1411 1 AI )% 2/13/18 Inspect ignat 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 should be sent to the system owner and copies sent to the buyer, if applicable, and the approving authority. ****Thin 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. t5ins.doc-rev.6/16 Title 5 Official Inspection Form:Subsurface Sewage Disposal System-Page 1 of 17 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form-Not for Voluntary Assessments 158 Parker Rd Property Address Eastham Owner information Owner's Name is required for every page. Osterville MA 02655 2/13/18 Cityrrown 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: 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. Check the box for"yes", "no"or"not determined" (Y, N, ND)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. ❑ Y ❑ N ❑ ND (Explain below): t5ins.doc-rev.6/16 Title 5 Official Inspection Form:Subsurface Sewage Disposal System Page 2 of 17 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form-Not for Voluntary Assessments 158 Parker Rd Property Address Eastham Owner information Owner's Name is required for every page. Osterville MA 02655 2/13/18 City/Town State Zip Code Date of Inspection B. Certification (cont.) ❑ Pump Chamber pumps/alarms not operational. System will pass with Board of Health approval if pumps/alarms are repaired. B) System Conditionally Passes (cont.): ❑ 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 ❑ Y ❑ N ❑ ND (Explain below): ❑ obstruction is removed ❑ Y ❑ N ❑ ND(Explain below): ❑ distribution box is leveled or replaced ❑ Y ❑ N ❑ ND(Explain below): ❑ 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 ❑ Y ❑ N ❑ ND(Explain below): ❑ obstruction is removed ❑ Y ❑ N ❑, ND (Explain below): 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 t5ins.doc•rev.6/16 Title 5 Official Inspection Form:Subsurface Sewage Disposal System-Page 3 of 17 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments M 158 Parker Rd Property Address Eastham Owner information Owner's Name is required for every page. Osterville MA 02655 2/13/18 Cityfrown State Zip Code Date of Inspection B. Certification (cont.) 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 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. 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 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 Y2 day flow t5ins.doc-rev.6116 Title 5 Official Inspection Form:Subsurface Sewage Disposal System-Page 4 of 17 Commonwealth of Massachusetts Title 5 Official Inspection Fora' o Subsurface Sewage Disposal System Form-Not for Voluntary Assessments 158 Parker Rd Property Address Eastham Owner information Owner's Name is required for every page. Osterville MA 02655 2/13/18 City/Town State Zip Code Date of Inspection B. Certification (cost.) Yes No ❑ ® Required pumping more than 4 times in the last year NOT due to clogged or obstructed pipe(s). Number of times pumped: ❑ ® Any portion of the SAS, cesspool or privy is below high ground water elevation. ❑ ® Any portion of cesspool or privy is within 100 feet of a surface water supply or tributary to a surface water supply. ❑ ® Any portion of a cesspool or privy is within a Zone 1 of a public well. ❑ ® Any portion of a cesspool or privy is within 50 feet of a private water supply well. ❑ ® An portion of a cesspool or privy is less than 100 feet but rater than 50 feet YP P P Y 9e 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. t5ins.doc-rev.6/16 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 5 of 17 Commonwealth of Massachusetts Title 5 Official Inspection Fora Subsurface Sewage Disposal System Form-Not for Voluntary Assessments �M 158 Parker Rd Property Address Eastham Owner information Owner's Name is required for every page. Osterville MA 02655 2/13/18 Citylrown 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? ❑ ® 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)] D. System Information Residential Flow Conditions: Number of bedrooms(design): n/a Number of bedrooms(actual): 3 DESIGN flow based on 310 CMR 15.203 (for example: 110 gpd x#of bedrooms): n/a t5ins.doc•rev.6/16 Title 5 Official Inspection Form:Subsurface Sewage Disposal System-Page 6 of 17 Commonwealth of Massachusetts a Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments 158 Parker Rd Property Address Eastham Owner information Owner's Name is required for every page. Osterville MA 02655 2/13/18 Cityrrown State Zip Code Date of Inspection D. System Information Description: No engineering plans on file. 3 bedroom permit for septic in 1992 Number of current residents: 1 Does residence have a garbage grinder? ❑ Yes ® No Is laundry on a separate sewage system? (Include laundry system inspection ❑ Yes ® No information in this report.) Laundry system inspected? ❑ Yes ® No Seasonal use? ❑ Yes ® No Water meter readings, if available(last 2 years usage (gpd)): Detail Sump pump? ❑ Yes ® No Last date of occupancy: Current 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: t5ins.doc•rev.6/16 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 7 of 17 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form-Not for Voluntary Assessments M 158 Parker Rd Property Address Eastham Owner information Owner's Name is required for every page. Osterville MA 02655 2/13/18 Cityrrown State Zip Code Date of Inspection D. System Information (cont.) Last date of occupancy/use: Date Other(describe below): General Information Pumping Records: Source of information: pumped 3 yrs ago per owner 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 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): t5ins.doc-rev.6/16 Title 5 Official Inspection Form:Subsurface Sewage Disposal System-Page 8 of 17 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form-Not for Voluntary Assessments M 'r 158 Parker Rd Property Address Eastham Owner information Owner's Name is required for every page. Osterville MA 02655 2/13/18 City/Town State Zip Code Date of Inspection D. System Information (cont.) Approximate age of all components, date installed (if known)and source of information: 1992 per BOH record Were sewage odors detected when arriving at the site? ❑ Yes Z No Building Sewer(locate on site plan): Depth below grade: 12"feet" Material of construction: ® cast iron ❑40 PVC ❑ other(explain): Distance from private water supply well or suction line: >10'feet Comments (on condition of joints, venting, evidence of leakage, etc.): Septic Tank(locate on site plan): 6" ' Depth below grade: feet Material of construction: ® concrete ❑ metal ❑fiberglass, ❑ polyethylene ❑other(explain) H-10 If tank is metal, list age: years Is age confirmed by a Certificate of Compliance?(attach a copy of certificate) El Yes ❑ No Dimensions: 1000g Sludge depth: 3" t5ins.doc-rev.6116 Title 5 Official Inspection Form:Subsurface Sewage Disposal System-Page 9 of 17 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form-Not for Voluntary Assessments 158 Parker Rd Property Address Eastham Owner information Owner's Name is required for every page. Osterville MA 02655 2/13/18 Cityrrown State Zip Code Date of Inspection D. System Information (cont.) Septic Tank(cont.) Distance from top of sludge to bottom of outlet tee or baffle >12 Scum thickness trace-1/2" Distance from top of scum to top of outlet tee or baffle '2,. Distance from bottom of scum to bottom of outlet tee or baffle >2" How were dimensions determined? measured Comments (on pumping recommendations, inlet and outlet tee or baffle condition, structural integrity, liquid levels as related to outlet invert, evidence of leakage, etc.): Pumping suggested evry 3 years to prolong the life of the system 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 t5ins.doc•rev.6/16 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 10 of 17 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form-Not for Voluntary Assessments Ml 158 Parker Rd Property Address Eastham Owner information Owner's Name is required for every page. Osterville MA 02655 2/13/18 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.): Tight or Holding Tank(tank must be pumped at time of inspection) (locate on site plan): Depth below grade: Material of construction: 4 ❑ concrete ❑ metal ❑fiberglass ❑ polyethylene ❑.other(explain): Dimensions: Capacity: gallons Design Flow: gallons per day 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.): in n (required), I a hed? Y Attach copy of current pumping contract s copy attached? ❑ es ❑ No t5ins.doc•rev.6/16 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 11 of 17 i Commonwealth of Massachusetts Title 5 Official Inspection Fora Subsurface Sewage Disposal System Form-Not for Voluntary Assessments 158 Parker Rd Property Address Eastham Owner information Owner's Name is required for every page. Osterville MA 02655 2/13/18 Citylrown State Zip Code Date of Inspection D. System Information (cont.) Distribution Box(if.present must be opened) (locate on site plan): 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.): D-box is 18" below grade and in average condition for its age Pump Chamber(locate on site plan): Pumps in working order: ❑ Yes ❑ No* Alarms in working order: ❑ Yes ❑ No* Comments(note condition of pump chamber, condition of pumps and appurtenances, etc.): *If pumps or alarms are not in working order, system is a conditional pass. Soil Absorption System (SAS) (locate on site plan, excavation not required): If SAS not located, explain why: t5ins:doc•rev.6/16 Title 5 Official Inspection Form:Subsurface Sewage Disposal System Page 12 of 17 Commonwealth of Massachusetts W Title 5 Official Inspection Form Subsurface Sewage Disposal System Form-Not for Voluntary Assessments 158 Parker Rd Property Address Eastham Owner information Owner's Name is required for every page. Osterville MA 02655 2/13/18 Cityfrown State Zip Code Date of Inspection D. System Information (cont.) Type: ® leaching pits number: 1 ❑ leaching chambers number: ❑ leaching galleries number: ❑ leaching trenches number, length: ❑ leaching fields number, dimensions: ❑ overflow cesspool number: ❑ innovative/alternative system Type/name of technology: Comments(note condition of soil, signs of hydraulic failure, level of ponding, damp soil, condition of vegetation, etc.): Leach pit is 2'6"below grade, cover raised to 6"of grade, 1' of effluent at this time, stain line 1/2 way up sidewalis, clean above stain line, no indication of past backup 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 s' t5ins.doc•rev.6/16 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 13 of 17 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments �l 158 Parker Rd Property Address Eastham Owner information Owner's Name is required for every page. Osterville MA 02655 2/13/18 City/Town State Zip Code Date of Inspection D. System Information (cont.) Comments (note condition of soil, signs of hydraulic failure, level of ponding, condition of vegetation, etc.): Soils are compact and dry 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.): t5ins.doc-rev.6/16 Title 5 Official Inspection Form:Subsurface Sewage Disposal System-Page 14 of 17 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 158 Parker Rd Property Address Eastham Owner information Owner's Name is required for every page. Osterville MA 02655 2/13/18 City/Town State Zip Code Date of Inspection D. System Information (cont.) 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 _nA 1 a� C 47 t5ins.doc-rev.6116 Title 5 Official Inspection Form:Subsurface Sewage Disposal System Page 15 of 17 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 158 Parker Rd Property Address Eastham Owner information Owner's Name is required for every page. Osterville MA 02655 2/13/18 Citylrown State Zip Code Date of Inspection D. System Information (cont.) Site Exam: ❑ Check Slope ❑ Surface water ❑ Check cellar ❑ Shallow wells Estimated depth to high ground water: >12'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: Site is approximately 30' MSL You must describe how you established the high ground water elevation: See above Before filing this Inspection Report, please see Report Completeness Checklist on next page. t5ins.doc-rev.6/16 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 16 of 17 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form-Not for Voluntary Assessments 158 Parker Rd Property Address Eastham Owner information Owner's Name is required for every page. Osterville MA 02655 2/13/18 City/Town State Zip Code Date of Inspection E. Report Completeness Checklist ® Inspection Summary: A, B, C, D, or E checked ® Inspection Summary D (System Failure Criteria Applicable to All Systems) completed ® System Information—Estimated depth to high groundwater ® Sketch of Sewage Disposal System either drawn on page 15 or attached in separate file t5ins.doc•rev.6116 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 17 of 17 I ;1 � - I i� : j -- .........__.._-t. i I Kendall -and Welch.Construction A2 158 Parker Rd 2nd Floor As Built A r 19 2018 P k' oft CENTERVILLE-OSTERVILLE-MARSTONS MILLS FIRE DISTRICT 1875 ROUTE 28 CENTERVILLE, MA 02532 (508) 790-2380/FAX'P(508) 790-2385 OIL/HAZARDOUS MATERIAL RELEASE FORM F.A.* �Cl r- 0'Al� LOCATION: ADDRESS OF RELEASE; � y-`� �•n l ,�• i, 1 p -_. �r lie DATE OF RELEASE �Z PRODUCT RELEASED: ESTIMATED QUANTITY: CORRECTIVE ACTION TAKEN BY RESPONSIBLE PARTY:- C-'- 4 rc7 4F a 4a J c•R;I NOTIFICATIONS: FIRE DEPARTMENT: YES(0 NO( ) DATE; TIME;__ NATIONAL RESPONSE CENTER YES( ) NO( ) DATE: TIME: DEPT, OF ENVIRONMENTAL PROTECTION YES( ) NO( ) DATE:-TIME:- OIL SPILL COORDINATOR: YES( ) NO( ) DATE: TIME: I TOWN BOARD OF HEALTH: YES( ) NO( ) DATE: _TIME: TOWN HARBORMASTER. YES( ) NO( ) DATE: TIME: OTHER AGENCIES: COMMENTS: REPORTED BY: �, 1 ,�1.�'� , -, DATE:_ i WHITE COPY-FIRE DEPARTMENT YELLOW COPY-D,E,P, PINK: COPY-BOARD OF HEALTH C-O-MM FORM *58 f TOWN OF BARNSTABLE LOCATION post_ �ev� � SEWAGE AA-La VILLAGE 0' iS v l,C ASSESSOR'S MAP & LOT/a - P-03? INSTALLER'S NAME & PHONE NO.CO-tl�tw 703gC3 li SEPTIC TANK CAPACITY f 0 0 0 LEACHING FACILITY:(type) L t '�. (size) ®-' NO. OF BEDROOMS PRIVATE WELL OR PUBLIC WATER BUILDER OR OWNER DATE PERMIT ISSUED: (' 1 DATE COMPLIANCE ISSUED: I d — 00 —D I, VARIANCE GRANTED: Yes No Iq7!.A No.....L.a� Fps.. C� THE COMMONWEALTH OF MASSACHUSETTS BOAR® OF HEALTH APPROVED TOWN OF BA R N STA B LE ftrnstable Conseroetion DopameM Appliration for Uiipnaa1 ork i Tomi - i a a-- f Date Application is hereby made for a Permit to Construct ( ) or Repair ) an Individual Sewage Disposal System at- ..... '�. o..... - •----•---- ----•----- ---.-� a•-----•---••. .................................... .... _..-. .............. -...•••.ation-Addre s � � or Lot No Ow era Address �c..�.. �.................... e r_�..•-• `'-•--- ......��Q�" :......3 ... Installer Address Type of Building Size Lot............................Sq. feet U Dwelling—No. of Bedrooms.............................. .. .Expansion Attic ( ) Garbage Grinder ( ) Other—T e of Building No. of persons............................ Showers — Cafeteria Q' Other fixtures ..........•....--------•--•---• - W Design Flow............................................gallons per person per day. Total daily flow............................................gallons. WSeptic Tank—Liquid capacity............gallons Length................ Width................ Diameter-_-_-__--____- Depth................ x Disposal Trench—No..................... Width.................... Total Length.................... Total leaching area....................sq. ft. Seepage Pit No--------------------- Diameter.................... Depth below inlet.................... Total leaching area..................sq. ft. Z Other Distribution box ( ) Dosing tank ( ) Percolation Test Results Performed by.......................................................................... Date........................................ Test Pit No. 1................minutes per inch Depth of Test Pit.................... Depth to ground water........................ 44 Test Pit No. 2................minutes per inch Depth of.Test Pit.................... Depth to ground water........................ 0 Description of Soil------ •... {ram L :.................................--------------------------------------------- ------.--•-- ...------.---- U -•-------•---•----------------------------------------------------•--•---------------•---------------------•-: W ......................-•••-•------••-•••-•-•--•-•-...-••-•---••••-•-•••••---••------------••-•-•-••-----•----_. ..• . txj ature of Repai s or Alterations—Answ whe applicable.____..._ _______________ 7� 5. �..�-�.... Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of TITLE 5 of the State Environmental Code—The undersigned further agrees not to place the system in operation until a Certificate of Comph e has been issued by the board of h Ith. Signed �a s -9 2 Dace Application Approved By ---------b ---IS—D-A­o� ..................................................................... a = �.Fz.... Dale Application Disapproved for the following reasons: ...................................................................................................................................... -------------------------- -------------------- -�/.°.................................--.........----------------- ------......------------...---- .................................................... ...t..n..A..S.. , 2 Permit No. ..------/ -f --.- ...1..-.-`J.. Issued 1.0.�-Jn-....'.'..9.-D............ Da:e Date THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH TOWN OF BARNSTABLE Appliration for Disposal Works Tongtrurtlon i�� Application is hereby made for a Permit to Construct ( ) or Repair �an Individual Sewage Disposal System at \2--- .......--•••_...I •-•----------------••-••-•-•----•........_----•- - L cation-Addre s p or Lot No. Owe Address Installer Address Q Type of Building Size Lot............................Sq. feet V Dwelling—No. of Bedrooms............................................Expansion Attic ( ) Garbage Grinder ( ) aOther—Type of Building ............................ No. of persons............................ Showers ( ) — Cafeteria ( ) dOther fixtures -------------------------------------------------------•-•-----------•------------------ ............................................................. Design Flow............................................gallons per person per day. Total daily flow............................................gallons. WSeptic Tank—Liquid*capacity............gallons Length................ Width................ Diameter__-_--__-___..-- Depth................ xDisposal Trench—No. .................... Width................_... Total Length.................... Total leaching area.........:..........sq. ft. Seepage Pit No--------------------- Diameter.................... Depth below inlet.................... Total leaching area..................sq. ft. Z Other Distribution box ( ) Dosing tank ( ) aPercolation Test Results Performed by................ ......................................................... Date........................................ Test Pit No. I____----___-_-minutes per inch Depth of Test Pit.................... Depth to ground water........................ (T4 Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water......._................ O . Description of Soil.......... - �-------------•----------------....._..----._......---------•-•----•-----...------•-----•--------------..........._..............-- v , �--=----------•---------•-•----•--•---------------------------------------•-------------------------------------.------------- V ------•------------------------------•------•--- W x •-------------------------------------------------•---------------. ----------------•----................................................................................... U FhTa�tusre of Repai#s or Alterations—Answer when applicable.-_____..� _ �.'?�_ r� --------- Agreement: 1000 L. P• The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of TITLE 5 of the State Environmental Code—The undersigned further agrees not to place the system in operation until a Certificate of Compa lth le has been issued by the board of h-a . l' JJ �J 'Signed - . ....... �.��-lt , .?...* .......------ Date Application Approved By ..........( -- - ,• --------------------------------------------------------------------- -140.....'E re m-F Application Disapproved for the following reasons: ....... -- --------------.....................................-------..................................................../� �.q ............................._----.--------...................�............- Dale f �... ................................. ....-- - ..�..-......�.-�--`�---- ---....--- ........... .-.................----.......--.......--Issued �----.........� Permit No. ---------------- Date THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH ' TOWN OF BARNSTABLE Cel`ttft.cate of Torapti the T IIS IS TOE CERTIFY, That the Individ�ua} Sewage Disposal System constructed ( ) or Repaired y....--.... �- CS ....._-'Installer.......................................+...... ....... at ..................... ........... --------r=-------.,-�c-..''-------------Qy!�. .......------------------.......c0.�.... has been installed in accordance with the provisions of TITLE 5 ofhe State Environmental Code as described in the application for Disposal Works Construction Permit No. .................t�'..- .. ..lKJ:`��- dated ................................................ THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE SYSTEM WILL FUNCTION SATISFACTORY. DATE..........t 0....... ...............................`--------------------- ----- Inspector ..............)Q4..!-^�--............:-----------------------...---- --- ------------- THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH p ^ d 3 7 TOWN OF BARNSTABLE I C� No.......ZlnVI.7 FEE........................ Diego Works Tonotr uan. rnti Permission is hereby granted....... _...... ] _ J.-----------•-- �... to Construct ( ) or Repair an Individual Sewage Disposal System atNo. j� Ck��Z_e--`- 7 -------------------©.... ......."................................................... Street (/ as shown on the application for Disposal Works Construction Permit No.__��-. Dated..._L2..._7 __?............... DATE.......... •----•-2-------------•--•-------••--- Board of Health FORM 36508 HOBBS&WARREN,INC..PUBLISHERS AsBuilt Page 1 of 2 TOWN OF BARNSTABLE 4,, LOCATION SEWAGE #1&—, VILLAGE �5 ,,.,, °iIc ASSESSOR'S MAP & LOT 'C-037 INSTALLER'S NAME & PHONE NO.CAr��—tw �NW , `,LVS, q 17 iO3g9- SEPTIC TANK CAPACITY 0 0 C) LEACHING FACILITY-.(type) i '�. (size) /0 NO. OF BEDROOMS PRIVATE WELL OR PUBLIC WATER BUILDER OR OWNER CA' VVI DATE PERMIT ISSUED: to �' S DATE COMPLIANCE ISSUED: 0 2 r�D� VARIANCE GRANTED: Yes No , .1 i 3g q7%. -http://issgl2/intranet/propdata/prebuilt.aspx?mappar=116037&seq=1 12/11/2015 • - FINE LINE ua.�ySW�vw,�• ARCHITECTURAL DESIGN . 'un j•. PSOBd20.1296 BRICK OR STONE - l4,u� ^ wewFLirenitlilecluelL�Bnam VENEER CHIMNEY CONTINUOUS RIDGE VENT P. 1b'� 6w67MYtmm CUSTOM CUPOLA - - t - 40 YEAR ASPHALT ROOFS INGLES � NOTES: t 12 •. 12 5 . — — — — 8.-0—PLATE 12 ' - W.C.SHINGLES Q II ®� jl ® — — 6'-8•PLATE 5•T.W. 1 x 3 TRIM. 1 x 10 RAKE; 1 x 4 TRIM 2ND FLR. — — — — — — 2ND FUR. 1ST FUR. — — — — •. — — — 1ST FLR. ® �� 0 vJ O 9070 GARAGE DOORS 12'ROUND FIBERGLASS J 3068 4-PANEL Z Q o 9070 GARAGE ABOVE COLUMNS W/fUSCAN W12•SIDELIGHTS O o CAP AND BASE Lu 0 J W co FRONT ELEVATION w Q o � _ ( 13 r< C,6 Q o 158 PARKER ROAD ® OSTERMLLE,MA 12 _T r - 12 sEr ssLE wlEs . 0.41E ISSUE III r 12 12 6 ® 1 r # N MTE DESORPTION j 5?l16 IE15OJ I2 a 4 r— - ••J••7 ELEVATIONS Tw FWG 080 RIGHT SIDE ELEVATION SCALE:114•=T-0' "d ��� Al (SEE FRONT ELEVATION FOR TYPICAL NOTES)„ _ •. • � M1E: ar&18 FINE 7�11NE ARCHITECTURAL DESIGN P509-02 lm ' � vw.v.ErgirmNddecha90�i.mn p5 WEST,ULLE,MA AD 0 03 NOTES: 6 6 011 FEll Twzo6zTIMMo62 TM FNI FWG 080 2 - z All — — =D CD Q J � Q V REAR ELEVATION = w m � o SCALE:1/4•=1'-0. (SEE FRONT ELEVATION FOR TYPICAL NOTES) - W p Z cc p ¢ a Y Q CD z 03 w Y 158 PARKER ROAD OSTERMLLE,MA 6ET 691E WES Ell ® �Eb&16 P SET rv�F�FFFF ® ® 6 tl OAT AIM S?AB z M2 M2 X2 ® ® 6 ® ELEVATONS LEFT SIDE ELEVATION SCALE:1/4—T-0', (SEE FRONT ELEVATION FOR TYPICAL NOTES) (A2 69TE 4F.Y18 �.. FINE LINE ' ARCHITECTURAL DESIGN P508-62J1296 -i 20 % ... M1D•-6•• % w^n'FM1rerVt/ilec9�90am 8 W67 BAY FMD _) OSrSUL E,W W2 TO CENTER OF(4 WINDOWS � - . TIN 0 2 rwWO TINwu TW3062 _ NOTES: P PATIO - - - CENTER OVER SLIDER - - - - _ ® SUNROOM -TIE BEAMS ABOVE:2 x 8'S EACH SIDE OF RAFTERS AT LOCATIONS SHOWN ON e'-1c" PLAN:BOX AROUND W/1 xTRIM I TWJM TW3062 — — — — — — — — — — — Tw2662 TN2082 a � TW3062 —012080 - TW3062 nI 3W of I �i GAS FIREPLACE r3 I DIRECT VENT L J TO OUTSIDE DINING - LIVING MASTER p — — — -i BEDROOM c� KITCHEN C (FINAL KITCHEN DESIGN .a' � Q BY OWNER'S KITCHEN DESIGNER) �', z ¢ o o O O O _s._o..c_c 0 u w 0 0 0 REF. 3' 7 I 0 Ob c_ 4 _ .. ._M1 t I 3-6" U � O 2' 5 UP I -'I J O ui \ 2668 Lu PANTRY 2668 2668 DN - - - 2668 - C,6 cc m� 2868 15 _ _ - c - - - o CL 15 C 2868 B'-J"1" 16-6 1/2" DN. J-6. J M 6 a 2668 2� O F 0 Y E R u 2668 Q o D. ml Q f Lu LA NDRY LAV. 1iR TW2M1M16 TW2M146 Z 12"S.L. 12'S.L. OVAL p ^�1 3 4'' 9' C" I. 26_6 7'-8 -6' 3" �2 3' O - 158 PARKER ROAD G A R 01 mI OSTERMLLE,MA - PORC H r I F01 10 SE SSUE DATES MAHOGANY DECK AND STEP/ ,) DATE 6SJE WHITE RISERS - Cr8.18 R3NITSET . % DOTE DESLflPODJ 5018 REVISION 9070 GARAGE DOOR WRRANSOM 8070 GARAGE DOOR W%1RANSOM nl I 2 FIRST FLOOR PLAN _ 1936 SQ.FT. PROJECT N 180, •. FIRST FLOOR PLAN SCALE:1/4'=V-0' A3 DATE OFY18 FINE LINE ARCHITECTURAL DESIGN 1`50f!14 128I - xwv,FmLireNd....Dasg— . - 8WE5TBAVROND - osToWL:..c2655 Y D._D.. NOTES: TO CENTER OF(2)WINDOWS . (2)FIXED AWNING _ - - WINDOWS EQUAL TO ONE SASH OF - - - . 3062/SEE ELEVS - SUN ROOM - (CATHEDRAL CEILING/ _ 5-8" - SEE SECTION) I: _ TW1466.. -7W2/46 TW2448 TW2446 TW2446 TW2g46 TW2446 - TIE BEAMS ABOVE:2 x 8'S EACH SIDE OF 'O RAFTERS AT LOCATIONS SHOWN ON - [ - FIRST FLOOR PLAN;BOXAROUND W/1 xTRIM - �Ij - 2668 BEDROOM F y it 2068 BEDROOM . 3'-1C 1 .. LINEN -81P 2" N. CD 4'-4 1 2" 2" --2069 6 O 2068o I - .. o _ - of 2068 - �..� 2668 I m 2068 2068 2068 2068 I = w o I `J 7:: a_7 2668 -..O.I. 2-. 2s L J O co P . .. cc(OPEN d� <� Ozs OVER � ( STAIR) Q.- LOFT o 0 17R. z IN - (.1J - -I - ON. 17R- _ I t Twrza4e TNrzaae TW1446 Twzafi 158 PARKER ROAD O 2668 OSTERMLLE,MA 2668 2668 .. .` sF 651.E D4 TE6 . 64TE ISSUE - a 8 R3A4f&T BEDROOM p4TE DESCIVI'ON II - 5'JllB R`9]N I -II 1765 SQ.FT. - y 6 5 6. SECOND FLOOR PLAN -- Twz44s Tvvzas _�_ SCALE:1/4'=V-0' 2 ..t SECOND FLOOR PLAN Pi01EM k 18M A4 041E M8'18 Eig FINE Lr!n LINE ARCHITECTURAL DESIGN �. 20' _ I . � J !- -� W.W/.4Hi16NOflsLeelD�9n.mT 8 WEST EJ AND. iTEANa MASS BSMT. WINDOW NOTES: AND. u BSMT. _ WINDOW - a - 7-6PKT I L� BM. F (3)2 x 10 GIRT TYP. L TYPICAL 3'-0"x 3'-0°x 12' — CONC.COL.PAD W/(3#5 BARS EA.WAY -il NOTE:FOUNDATION — HEAD HEIGHT 6'4° FULL B A S M E N T m CO NEED FOR VERIFY - - - - 473 SOFT. - - I ED FOR NM MASONRY _ z a - HEAD HEIGHT V4" 440 SQ.FT. AND U BSMT. —\,- WINDOW _ U�� O M. — — — — — — —0—I — — —p— — — — D— — — — — — — —� — — O I I � _ 15R 3-2" 3 Z W aD J � � — — w DROP WALL LLJ FOR DOORS ; CE 0 .. AS SHOWN _ 0 Y F -1 PKT. -0- - - u 6 I 6' HEAD HEIGHT 6'4' GARAGE o72 SQ.FT. 158 PARKER ROAD 4"SLAB W/FIBERMESH - - OSTERM LE.MA PITCH 118°PER FOOT - - TOWARD DOORS I — �— — — ED — — Fa — — — — — . - SO ISSUE DATES n - DATE ME DROP WALL FOR DOORS AS SHOWN 1E415DBS a DATE pESCRFr N 1 eASICN 9 6 IrT 64'-S" FOUNDATION PLAN . 2534 SQ.FT. - FOUNDATION PLAN . - - SCALE:114—1'-X - PROJHA 4160a AS DATE 4MB FINE BUILD-OVER AS SHOWN - LINE CONTINUOUS ARCHITECTURAL DESIGN RIDGE VENT- 12 BUILD-OVERAS SHOWN TYPICAL ROOF CONSTRUCTION: - / 12 TYPICAL ROOF CONSTRUCTION: - p63B42J129fi ASPHALT ROOF SHINGLES/15#FELT 2 x VS ASPHALT ROOF SHINGLES/15#FELT CONTINUOUS PAPER/ASPHALT ROOF SHINGLES/ @ 16'O.C. n PAPER/ASPHALT ROOF SHINGLES/ RIDGE VENT 12 w.w.RAiea2rilawmo®gimn 5/0"COX/2 X le'S R Ib"O.C. -2 x 12 RIDGE BOARD i 5/e`CDXh X l0'S P If.'O.C. 2 x 12 RIDGE 12 91'145T BAY EMAMROAD SPRAY FOAM INSULATION'IN CDUNGC S?RAY FOAM INSULATION IN CEILINGS OSiBiMtlF'NA@G55 AND RAFILRS AS REOUIRLD TO MEET / \ AND RAFILRS AS RLGUIRED 10 MEET /\ 12 - CURRENf MASc.ENERGY CODE 12 - CURRENT,MASS.ENERGY CODE 5' NOTES: - / / 2 x 10 CEILING JOISTS�k,16' /5 x/YC CEILING JCISTS\®1B� LOFT BEDROOM \ '" `TYVEK`OR EQUAL / / \ \ �} `.TYVEK`OR EQUAL �\of HOUSE WRAP:1/2`COX / / \ \ al HOUSE WRAP:1/2"CDX PLYWOOD SHEATHING;2 3 T&C PLYWOOD SUB FLOOR PLYWOOD SHEATHING;2 /' \ 12 / / 3/a"T&GPI-YWOOD SUB fLODR TT � X b'9 P If.'O.C./5 GLUED AND SCREWED(TrP) - X b'S P IS"O.C./5 4�/_ / GLUED AND SC REVLC(TYP)� I SPRAY FOAM INSULATION / - �I� 6PRAY FOAM INSULATION 2 x 8 RAFTERS I AS REQUIRED TO MEET AS REQUIRED TO MEET ®16'OC CURRENT MASS.ENERGY CODE .CURRENT MASS.ENERGY CODE (3)2z13 TJ1560D'S Q 16°O.C. - BEAM2 z IS®16 OC lI BEAD BOARD sTRAPPIuc 016"oc II c- \ -`5/B'FIRE RAICD GYP.ED PORCH LAY. HALL LIVING ON i x 3 STRAPPING 01E"DC 6 x 6?T.PCST `�( - SECOND FLOOR OF W FIBERGLASS -Il GARAGE GARAGETOALIGN GO•_UMN W/SECOND FLOOR OF MAIN HOUSE P.T.OR OTHER - AZEK DECKING T.B.C. a. SKIRT BY OWNER&-C - - O 4 CONCRETE SLAB BOAR 2 x WS®16"O.C. 2 x TO'S®12"O.C. W/FIBERMESH 2 x 6 E.T.SIU- (3)7.z i0 GIRT, - - 2 x 6 P.T.SILL _. 10 DIA.C�GNI P.T.2 x 8'S SONATUBE ®16 CC 3 1/2"DIA LONG-FILLED 5CLA_LY COLUMN 4' x 36" "PAD TO ' - 16 - - a -a 0 HEI.O -- — - - GRADE BASEMENT �� _ 'L ` . zo ws - - GARAGE FOUNDATION: U W CONCRETE SLAH - S a - w/=IBER.MESFI 10°WALL.W/(2)#5 TOP 8 BOTTOM BARS. FOUNDATION WALLS ON 217.10°FOOTINGS _ PROVIDE(2)#5 HORIZ.BARS CONT.IN FOOTING - U cn § �—36 x 36 x 12'GONG. - - PROVIDE 5l8°x 16°ANCHOR BOLTS Q 4'-0'MAX. - - -J LIJ COLUMN PAC(1"'P) W/(S)N5 BARS FA.WAY IYP. cr cr 0 28' SECTION 5- GARAGE - _ _ SCALE:1/4 V-0" - MAIN FOUNDATION WALLS TO BE 10°x T-10`POUR W/(2)#5 BARS TOP 8 BOTTOM.REST FOUNDATION ON Q o 20"x 10`CONCRETE FOOTING W/(3)#5 HORIZONTAL CONTINUOUS Q BARS CONTINUOUS W/KEYWAY.PROVIDE#5 VERT.DOWELS RIDGE VENT @24"O.C.HORIZ.EXTENDED T-6-MIN.ABOVE TOP OF TYPICAL ROOF CONSTRUCTION /—2 z 12 RIDGE BOARD z FOOTING.PROVIDE 5/8'x 12'ANCHOR BOLTS @ 4'-0`MAX. ASPHALT ROOF SHINGLES/I5#FELT w PAPER/ASPHALT ROOF SHINGLES/ - 5/8`CDX/2 X 10'S 6 Ib`O.C. TIE BEAMS:2 x B'S EACH SIDE OF SPRAY FOAM INSUCAnON IN CEIuuGs RAFTERS AT LOCATIONS SHOWN ON - SECTION Ca)- LIVING AND RAFTLRS AS REQUIRED TO MEET PLANS;BOXAROUNDW/1xTRIM CURRENT MASS.ENERGY CODE 12 - 158 PARKER ROAD - SCALE:1/4'=1'-0' - /Vll\L 712 OSTERMLLE,MA . Fl FE] - SE ISSUE SUE WE ISSUE dM13 N3?MffT - 3 "TWEK`OR EQUAL - - 3 - HOUSE WRAP;I/2`COX - FEVIS. 9� - PLYWOOD SHEATHING:2 - - oNs X b'S P 16"O.G./5 # DATE DESOPION SPRAY FOAM INSULATION 6zte mv§aN _ AS REQUIRED TO MEET CURRENT MASS.ENERGY.CODE - 2 x 6 F.I.SILL - BASEMENT SECTIONS . CONCRFTE SLAB W/FI9ERMESH MAIN FOUNDATION WALLS TO BE 10"x T-10"POUR - - PFQEGT#11 W/(2y#5 BARS TOP 8 BOTTOM.REST FOUNDATION ON - 20"x 10"CONCRETE FOOTING W/(3)#5 HORIZONTAL BARS CONTINUOUS W/KEYWAY.PROVIDE#5 VERT.DOWELS @24°O.C.HORIZ.EXTENDED 3--W MIN.ABOVE TOP OF FOOTING.PROVIDE 5/8°x 12°ANCHOR BOLTS @ 4--0"MAX. SECTION Ca-1SUNROOM A6 - WTB aAv1e FINE LINE ARCHITECTURAL DESIGN P5�-aZ(F1296 20' �C_@" _ wxw.FWreWtltlaN%DasiP.mn BWESTBAYFMD . - - - NOTES: i 0 NOTE:FRAMING CONTRACTOR VERIFY NEED FOR OPENING of FOR MASONRY FROM BSMT. IF OPENING REQUIRED ' DOUBLE FRAMING ALL SIDES AND MAINTAIN 2'CLEARANCE FROM MASONRY ml I i Z ^� c u- o Q O � m T� J o Lu cc: o 1 CL J � _ Q LLJ o — 158 PARKER ROAD GARAGE OSTERMLLE,MA i (2)2 x 8 PT GIRT I - SET ISSUE DATES DATE Sgff PT 2 x B'S®16 0 C - wIB FUM SET PEVISW # DATE DMCARIICN REVISION 2<' 8' 6" 2 FIRST FLOOR FRAMING P PROJECT#IBM FIRST FLOOR FRAMING PLAN SCALE:1/4'=l-V A7 Y . DATE: a 18 -- FINE LINE ARCHITECTURAL DESIGN P 6W420 1296 osTermuII NOTES: PATIO SUNROOM (OPEN TO BELOW) _ (3)2 x 10 HEADER n z - � U KITC HEN ' - (OPEN TO BELOW) Eo I E Q �_ w m ` (3) x 1 HD (3) x 1 HD (J 2 10 R. CID o w ¢ O C-6 Y J 0 I J m j Q � DOUBLE FRAMING ® LW —DOUBLE FRAMING @ STAIRS @ STAIRSFT - - 158 PARKER ROAD o VAULTED CEILING OSTERMLLE,MA OVER BATHROOM ®I of I t1 �� (3)2 x i0 GIRT S9ISSUE DATESIp mif ISSUE �8'S C:IInC.I(ll$y5®1b_O.L_ N 8 PB9.9 SET R a M1E OE�IIpJ S. RE290N 24 12' SECOND FLOOR FRAMING 64'-fi' . - 'FOECfa 18N SECOND FLOOR FRAMING PLAN . SCALE:1/4^=T-01 A8 041E 9 ,S FINE Lr LINE ARCHITECTURAL DESIGN P508>2D1m . � _ wwx.FrgliigNtlrtecpva'D®&lcvn OSIBMUE,II OM +% 7 x 10'5 R'G'O.C. NOTES: 71 it U .. =D F- co ui v 2J 12 IDG BO RD O� ®. Q v X`. J o NI W d z cco Cc C,6 ¢ J m Q o z w 158 PARKER ROAD OSTERMLLE,MA D LIB S o DO ME - oI K j mI m �11 7 .i - AA _ m� SET ISSUE W'T6 DUE 69£ - 69/18 FHMfBET _... l x 8•S®1fi®PORCIi RCCf ;Y7 REMSM . p 641E DESU47M 5018 FEAEM ROOF FRAMING PLAN SCALE:1/4 p-0• BUILD- OVER - ROOF FRAMING - PIY_UECr k 1804 A91 041E: MY18 FINE 09:�UNE ARCHITECTURAL DESIGN P5�-421}129fi . . - xuw.RlHxIANdEemT30EegIWn EXTEND HDR TO CORNER 2K6 DBL TOP PLATE B W3T BAY RZAD -. - .. WTHMIlE MA 02C56 NOTES: FULL HOT.STUDS JACK STUDNAIL TOP PLATE 1 TO B M OF HDR _ APPLY SIMPSON MSTA18 CONNECTOR W12 ROWS OF lW NAILS ON THE INSIDE FACE OF HEADER ®3'O.C. TO EACH JACK STUD STRUCTURAL PANEL 'I HEADER f - NAILED W COMMON u - CONTINUOUS HEADER ®3'O.C.EDGE AND FIELD II CORNER TO CORNER - RAFTER 18'O.C. OVER MULTIPLE OPENINGS —DOOR TRIMMERSTUDS . /I. H2.5 @ EA.RAFTER 2-US`ANCHOR BOLTS - _ I e nM TOP PLATE - W 3Y1'PLATE WASHERS - - 04 EACH NARROW WALL SECTION II \ I II WIND ZONE WALL COMPLIANCE: WIDTH=52%OF EACH WALL RUN - VERTICAL SHEATHING WITH BE NAILS 3'EDGE/u•FIELD O RAFTER TO PLATE CONNECTION - (4)16E NAILS PER FT BOTTOM PLATE - SCALE:N.T.S._ - z LENGTH=36%0F EACH WALL RUN - - - p VERTICAL SHEATHING WITH _ BE NAILS 3'EOGEl12'FIELD (4)16E NAILS PER FT BOTTOM PLATE' - p ONARROW WALL BRACING AT GARAGE DOOR SCALE:N.T.S. z Q p p � m J DO .. _ DOUBLE ROW U J OJ STAGGER NAILING m C ' INTO BOTH PLATES Z CO 2 D8L TOP U o Ei CD LLB cc Z ¢ O cc: I, r T oa x J a VERTICAL O . - - STRUCTURAL PANEL NAILED 0a COMMON 3'O.C.EDGE AND 171N FIELD ' hr t - I { `n 158 PARKER ROAD JOINT DESCRIPTION NUMBER OF NUMBER OF NAILSPACING VERTICAL - OST-ICRVILLE'MA COMMON NAILS BOX NAILS ROW STRUCTURAL PANE STAG STAGGER NAILING � BREAK ON SECOND FLOOR INTO BOTH PLATES RIM JOIST ROOF FRAMING - 296 DSL TOP PLATE BLOCKING TO RAFTER(TOE NAILED) 00 EACH END RIM BOARD TO RAFTER(END NAILED 2-16E, 316E EACH ENDSET ISSUE[A- WALL FRAMING - ds� i cat DATE ISSUE TOP PLATES AT INTERSECTIONS(FACE NAILED) 4r9'16 PBi.4(5-18E SET STUD TO STUD(FACE NAILED) 2-i6E 2-16E 24'O.C. — - I SECOND MOOR HEADER TO HEADER(FACE NAILED) Iw 16E 24'O.C.ALONG EDGES RIM JOIST 416E AT JOINi3 VERTICAL N VERTICAL i FLOOR FRAMING STRUCTURAL PANEL ... * STRUCTURAL PANEL - t; NAILED BE COMMON S NAILED BE COMMON 3'O.C.EDGE t g 3-O.C.EDGE C - fE\SgNS. JOISTTO SILL,TOP PIATE OR GIRDER(TOE NAILED) 4-Btl 4-tOd PER J013T AND 171N FIELD AND 171N FIELD BLOCKING TO JOIST(TOE NAILED) 2d 24W EACH END {L -' R Z If DATE CESCRIPTION BLOCKING TO SILL OR TOP PLATE(TOE NAILED) }lw 4-16E EACH BLOCK < I - g- 5216 F@9JtJ ;A LEDGER STRIP TO BEAM OR GIRDER(FACE NAILED) 3160 4-16tl EACH JOIST H F JOIST ON LEDGER TO BEAM(TOE NAILED) 3-BD 3-IW PER JOIST BAND JOIST TO JOIST(END NAILED) 3-16tl 416E PER JOIST BARD JOIST TO SILL OR TOP PLATE(TOE NAILED) 2-16E 316E PER FOOT ROOF SHEATHING �y (� - vy '' N_ DOUBLE ROW II - - DOUBLE ROW it WOOD STRUCTURAL PANELS STAGGER NAIUNG I STAGGER NAILING INTO SOXMD SILL INTO BOX AND SILL RAFTERS OR TRUSSES SPACED UP TO IT O.C. BE t0E 6'EDGE/6'FIELD RAFTERS OR TRUSSES SPACED OVER 16'O.C. BE IN 4'EDGEI6'FIELD GAS IE ENDWALLRAKEORRAKETRUSSw/o GABLEOVERHANG SE IN 6'EDGEl FIELD DETAILS GABLE ENDWALLRAKEORRAKETRUSSWSTRUCTURAL BE IN WEDGEB'FIELD �'L - WL OUTLOOKERS �A CABLE ENOWALL RAKE OR RAKE TRUSS w/LOOKOUT BLOCKS BE t0E 4'EOGEN'FIELD CEILING SHEATHING - W GYPSUM WALLBOARD 50 COOLERS - T EDGE/1-FIELD WALL SHEATHING - �- FRQIECfa1Wd WOOD STRUCTURAL PANELS STUDS SPACED UP TO 24'O.C. BE 10E 6'EDGE/17 FIELD ,','MD a'FIBERBOARD PANELS BE 3'EDGEJB'FIELD GYPSUM WALLBOARD W COOLERS - 7'EDGE/10'FIELD FLOOR SHEATHING Al 0 VO OR CTURAL PANELS - FULL L HEIGHT SHEATHING-SINGLE FLOOR OFULL L HEIGHT SHEATHING-MULTI FLOOR 1'OR LESS 0a. 1!b S EDGE/1'FIELD SCALE:N.T.S. SCALE N.T.S. GREATERTHAN I' 10E IN 6'EDGE/6'FIELD - DATE 4AY16 {E�a 10 �` El U. 11 8" 'r I!21 r II t Ii 158 Parker Road 1 st Floor Ou -11::Tj 13 � 1 L '-_9' 911 24' I I i I Second Floor 158 Parker Road /_ �OPO N TOP FOUND. EL. 39.0' SEPTIC SYSTEM PROFILE VIEW N.T.S . 70 a I.P. WITH SCREW TYPE CAP TO WITHIN FINISHED GRADE EL. -37.5-35.0' 3"OF FINISHED GRADE(ONE PER TRENCH) rii r ll7%l llll!ll I lI l 111 l -� / I/ 11 I FINISHED GRADE FL.37.2'--t 6 /I I II FINISHED GRADE EL.37.0'± ' t / } -y " RISER l{ r I III ,I IIII I II I I III!IIIIIII , I III L l l I I/ I l I I/ III �I11 6 IIIIII/I III I I l I/III�I II �ZG INVERT EL. 2C RISER = 20>> 35.0' D I a. Dia. ---- ±34.7' FILTER FABRIC ONE RISER PEP,TRENCH LOCUS EL. 35.5'± �- 8.5' EL. 34.2' �?o _____►_^n__-_ INVERT EL. INVERT EL. o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o 0 0 o O 0 0 0 00 0 0 0 0 0 0 0_000 0 0 o 0 0 000 0 0 0 a a � INVERT EL. 2 33.72' Mrn. 6' 33 52' INV. EL. a'a o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o 0 0 0 0 0 0 0 0 ,d,d . 4 _ 0 0 0 00 0 0 0 0 0 0 0 00 0 0 0 0 0 0 00 0 0 0 0 . INVERT EL. Sum 3!.12' O 3 4.3 7 } F 33.12' 4,B" �{ 48" a � � 34.12' 3/4"- I I/2"DOUBLE WASHED STONE ALL AROUND E77 , .; 48" LIQUID LEVEL USE GAS DISTRIBUTION BOX 33.5' 3" BAFFLE (112 LOADING) PROPOSED CHAMBER TRENCH - PRECAST DISTRIBUTION BOX NOTES: NUMBER OF TRENCHES = ONE Ln LOCUS MAP NUMBER OF PRECAST UNITS PER TRENCH = THREE MINIMUM WALL THICKNESS = 2" PRECAST UNITS SHALL BE H2O LOADING MINIMUM INSIDE D'M. = 1 2" REMOVE ALL UNSUITABLE MATERIAL FIVE FEET ASSESSORS DATA: `r AROUND THE S.A.S. DOWN TO THE C2 HORIZON BOTTOM OF TEST PIT EL 26.0' MAP 116 PARCEL 037 OUTLET INVERTS SHALL BE EQUAL TO EACH OTHER AND AT 10'-6" AND REPLACE WITH CLEAN COURSE SAND PER NO GROUND WATER OR REDOXP,MORPHIC PROPOSED 1 500 GALLON H2O TANK 2" MINIMUM BELOW INLET INVERT. 3 I O CMR 15.255 -AS REQUIRED. FEATURES ENCOUNTERED REFERENCE DEED: 3 1 2 1 4-27 1 THE DISTRIBUTION LINES FROM THE DISTRIBUTION BOX SHALL REFERENCE PLAN: (DESIGN CAPACITY-440 GPD @ 200% - USE MIN. ALLOWED -1 500 GALLON) ALL HAVE EQJAL INVERTS AS DETERMINED BY FLOODING THE SYSTEM DESIGN DATA: 93-33-2, 20G-59-2,546-6 I SEPTIC TANK NOTES: DISTRIBUTION BOX TO THE HEIGHT OF THE DISTRIBUTION LINE ZONING D151 KICI: KC INVERT AFTER ALL LINES HAVE BEEN SEALED IN PLACE. FOUR BEDROOMS = 4 x I I O GPD - 440 GPD REQ. FLOW MIN. LOT AREA 87,120 S.F. TEES SHALL BE CONSTRUCTED OF SCHEDULE 40 PVC AND SHALL EXTEND A USE ONE CHAMBER TRENCH, 12.83W x 33.5 L x 2 EFF. DEPTH MINIMUM OF 6"ABOVE THE FLOW LINE OF THE SEPTIC TANK AND BE ON INVERT ADJUSTMENTS SHALL BE MADE BY FILLING WITH SIDE WALL: [33.5+33.5+ 12.83+ 12.83] x 2.0 = 185 SF FRONTAGE 20'MIN. LOCATED DIRECTLY UNDER THE FINISHED GRADE EL.37.0'± THE CENTERLINE OF THE SEPTIC TANK I�lIII CLEAN-OUT MANHOLE. DURABLE AND NONDEFOKMABLE MATERIAL PERMANENTLY BOTTOM: 12.83 x 33.5 = 429 SF WIDTH 1 20' MIN. I�II �I THE INLET PIPE ELEVATION SHALL BE NO LESS THAN 2" NOR MORE THAN 3" FASTENED TO THE LINE OR RECONSTRUCTING THE LINES G 14 x 0.74 = 454 GPD TOTAL FLOW PROVIDED BUILDING SETBACKS: ABOVE THE INVERT ELEVATION OF THE OUTLET PIPE. UNTIL ALL INVERTS ARE OF EQUAL ELEVATION. NO GARBAGE DISPOSAL ALLOWED FRONT- 20' THE SEPTIC TANK SHALL BE INSTALLED LEVEL AND TRUE TO GRADE ON A LEVEL, 2.83' 51DE* REAR- 10' ' � I THE DISTRIBUTION BOX SHALL BE INSTALLED LEVEL AND TRUE TO GRADE ON A LEVEL, STABLE BASE THAT HAS BEEN MECHANICALLY COMPACTED AND ON WHICH a o o Q o o •a,a -t_ STABLE BA5E THAT HAS BEEN MECHANICALLY COMPACTED AND ON WHICH 5��0 6"OF CRUSHED STONE HAS BEEN PLACED TO ENSURE STABILITY AND 37" - 6"OF CRUSHED STONE HAS BEEN PLACED TO ENSURE STABILITY AND - �T OVERLAY DISTRICT: ' d - o 000 0 lv TO PREVENT SETTLING. a ,a o 0 0 0 o a :a,a 24_ TO PREVENT SETTLING. \,-too \ 0.53 y� THE SEPTIC TANK SHALL HAVE A MINIMUM COVER OF 1 2", WITH TWO o RPOD, AP� MA ESTUARY PROTECTION 20" MANHOLES HAVING READILY REMOVABLE IMPERMEABLE COVERS 48" 48" ��,G �cD „ �0'Q �y\`D LOCUS IS NOT LOCATED IN A STATE ZONE 11 OF DURABLE MATERIAL AND SHALL BE PROVIDED WITH ACCESS PORTS. 6 j-36- t G y THE TANK OUTLET TEE SHALL BE EQUIPPED WITH A GAS BAFFLE. PROPOSED LEACH TRENCH-END VIEW PP�G�� 60 6 �`��oGGO�eO ' �0� SEPTIC SHOWN PER 1992 TOWN AS-BUILT NUMBER OF TRENCHES = ONE �P? P 5�� O v� � � � 0` GENERAL NOTES: LOCUS IS NOT IN A SPECIAL FLOOD HAZARD ZONE NUMBER OF'RECAST UNITS PER TRENCH = THREE o 37 5 ` � FEMA DATA: ZONE"X" 1 . ALL THE WORKMANSHIP AND MATERIALS SHALL CONFORM TO DEP PRECAST UNITS SHALL BE H2O LOADING NfFN �6A 2 G�' G� ' MAP 25001 C0757J TITLE V AND THE TOWN OF BARNSTABLE RULES AND REGULATIONS INSTALL THREE 500 GALLON PRECAST UNITS �6 z WITH FOUR FEET OF DOUBLE WASHED STONE - - g MAP DATE: JULY 16, 2014 FOR THE SUBSURFACE DISPOSAL OF SEWAGE. AT SIDES AT EACH ENo ;' 38 / Lu 2. ACCESS PORTS OVER TANK TEES SHALL BE METAL FRAME AND COVERS AT GRADE AND SECURED TO UNAUTHORIZED ACCESS. 5 � �; +35.6 FLOOR AREA RATIO: 3. ALL PRECAST COMPONENTS OF THE SANITARY SYSTEM SHALL BE CAPABLE OF \'-- ��� P��P 30%FARST FLOOR46094G 78 S.F. \ �� �' - �� SECOND FLOOR= 1505.13 S.F. WITHSTANDING H-20 LOADING. PROPOSED BASEMENT = 768.99 4. THE EXCAVATOR/CONTRACTOR SHALL CALL "DIG SAFE" AND VERIFY THE LOCATION OF SITE UTILITIES PRIOR TO ANY EXCAVATION, AND SHALL BE RESPONSIBLE FOR \\ o�FNo' 3 36 �� �� �/ 7 y� TOTAL PROPOSED = 4523.9 S.F. = 29.40% ALL MATTERS RELATING TO ELECTRIC AND/OR GAS EASEMENTS. \ w�` 6 8 o O tv.3\Ap pj CB +-36. Is LOT COVERAGE: 5. SEWER PIPES SHALL BE SCHEDULE 40 PVC. (4" DIA. UNLESS OTHERWISE NOTED) \\ oPw�`'' END. �j cos PAfi�CEL A I I p �� `9 EXISTING COVER BY STRUCTURES = 13.3% G. ANY MASONRY UNITS USED TO BRING COVERS TO GRADE SHALL BE \� 37'2 "c�\ ?�'0� ����a o �� 151v3394- 5.F. I «, ALLOWABLE LOT COVER BY STRUCTURES PER MORTARED IN PLACE. v Oe05�0 \3Tp \ 0 �O ` / M DEMO REBUILD = 20%OR 3067 5.F. 7. FINISH GRADE SHALL HAVE A MINIMUM SLOPE OF 0.02 FT. PER FOOT_ �.+37.2 � �X� e�Q�wt / � \ � QpS�G PROPOSED LOT COVER 15Y5TRUCTURES PER \ o !� DEMO/REBUILD = 1 7.89%OR 2744.03 5.F. 8. THE EXCAVATOR/CONTRACTOR SHALL BE RESPONSIBLE TO CONTACT DOYLE \ o r �� 2 CB AND ASSOCIATES 24 HOURS PRIOR TO ANY REQUIRED INSPECTIONS. 9. ALL COMPONENTS SHALL BE MARKED WITH MAGNETIC TAPE OR 37.5 COMPARABLE MEANS IN ORDER TO LOCATE THEM ONCE BURIED. '� �p�' `� \ ,� �/1� % j / �A� 10. ANY AT-GRADE COVERS SHALL BE SECURED TO UNAUTHORIZED ACCESS \\ \ PER TITLE V REQUIREMENTS. I I . WHERE WATER SERVICE LINE IS LOCATED CLOSER THAN TEN FEET FROM \\\ �� \� �?' \� \, �� 3� \263 SITE * SEPTIC PLAN SEPTIC COMPONENTS, SAID LINE SHALL BE CASED IN SCHEDULE 40 PVC. \\ o C / / PLAN LEGEND \ 37.5 �\ PREPARED FOR SOIL DATA: P# 15643 / \\ _ -37_ nG \ / /' � �� LNG O SOIL5 TEST PIT TEST DATE: APRIL 12, 2018 , \ �� \\ 1 a O NJ �= o �� # 158 PARKER ROAD SOIL EVALUATOR; 501E EVALUATOR NO STEF SE6 rn DOYLE ,\\ �� o\ \ �\ �,! _ ���5�\NG �N� EXISTING UTILITY POLE OSTERVILLE, MASSACHUSETTS WITNESSED BY: DON DE51VIARE5, R.S. TOWN OF BARNSTABLE �' \ �,� `, �'� � oP t +36.4 EXISTING SPOT GRADE TEST HOLE - I TEST HOLE- 2 TEST HOLE-3 TE5T HOLE-4 `\ `\ W��. i a�q, 3� �to� � DATE: MAY 1 , 2018 0" EL. 37.0' 0" EL. 37.0' O" EL. 37.0' O" EL. 37.0' ---1_J ;' / I (oro ���0 2G�� 3� 37- _ EXISTING CONTOUR AE I OYR 3/1 AE I OYR 3/1 AF I OYR 3/1 AE I OYR 3/1 ( � ' _ ( \ i �� 6IP ��)5 SCALE: 1 20 SANDY LOAM SANDY LOAM SANDY LOAM SANDY LOAM \ 'b - . __ \� i T( 1 0" 1 O" I O" 1 O" 0 j O \ -37, / / I �Pe �P� 38 PROPOSED CONTOUR 0 20 40 Bw 1 OYR 6/8 Bw 1 OYK G/8 Bw I OYR 6/8 Bw I OYR 6/8 ��\�-' Feet LOAMY SAND LOAMY SAND LOAMY SAND LOAMY SAND N r\ It t y N� ''J 538o 50' 451 W _W_---- PROPOSED WATER SERVICE 48" EL 33.0' 48" EL. 33.0' 48" EL 33.0' 48" EL. 33.0' 1 1 ,44' E PLAN REVISIONS: C I I OYR 7/2 C I I OYR 7/2 C I OYR 7/2 C I I OYR 7/2 �'� \ `\ o % CV, \ EXISTING PAVED DRIVE FINE COMPACT FINE COMPACT FINE COMPACT FINE COMPACT ? \ \ °a °� o 6 e OF SAND SAND SAND SAND \' 36.8 0� �,�, _- Q!,- �, P�,\ UI MSS •< 66" EL. 3 1.0' 66" EL. 31.0' 06" EL_3 1.0' GO' EL. 31.0' O� \\ �\� - SG4° 45' 00"W Lc b!cP C s I E�,, < ---- -PERC @ 73"- --- ---- -PERC @ 73"- \ �r 7 �.'�G= C V \\ 36.8 \`\ 30.00' DA�/iD C2 I OYR G/4 C2 I OYR 6/4 C2 I OYR G/4 C2 I OYR G14 \ nG \ EXISTING PAVED DRIVE 1V1/-,1s0N < MEDIUM SAND MEDIUM SAND MEDIUM SAND MEDIUM SAND \ �° ` I c r j DOYI_E "' ► \ SEE DEEDED EASEMENT No.1wE `Y ® rr 9 \ \\ BOOK 1 2224 PAGE 241 ��G �' �� �;>n0. 3 JJ�P �� STEPHEN DOYLE AND ASSOCIATES d�TF�"> „ ` \ `�'/n `„ h� �,; ss`° OF,� 42 CANTERBURY LANE 132 EL. 26.0' 132' EL. 26.0' 132' EL 26.0' 132 EL. 26.0' , � � � �\ ' IId\IEy �� EAST FALMOUTH, MA5SACHU5ETTS 0253G NO GROUND WATER NO GROUND WATER NO GROUND WATER NO GROUND WATER OR REDOX. OR REDOX. OR RFDOX. OR REDOX. s_ok k2;, TELEPHONE: 508 540-2534 ENCOUNTERED ENCOUNTERED ENCOUNTERED ENCOUNTERED 5J DS U RVEY@ AOL.COM