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HomeMy WebLinkAbout0195 SEAPUIT RIVER ROAD - Health 195 SEAPUIT RIVER RD., OSTER V-MLE A= 070.615 i a. i l - III v z ° i k `` TOWN OF BARNSTABLE � LOC."ITION /QJr.S��P i-1'A///LO- Zd SEWAGE # R;7 5-7- VILLAGE Ds�Xl��'i � ASSESSOR'S MAP & LOT INSTALLER'S NAME&PHONE NO. SEPTIC TANK CAPACITY LEACHING FACILITY: 1 N����t� <5(type) (size) .� NO.OF BEDROOMS � 4- BUILDER OR� Co PERMrrDATE: /� /S=�l'� COMPLIANCE DATE:d� �f 6 - C7 LSeparation Distance Between the: V Maximum Adjusted Groundwater Table and Bottom of Leaching Facility Feet ' Private Water Supply Well and Leaching Facility (If any wells exist on site or within 200 feet of leaching facility) Feet Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of leaching facility) Feet Furnished by 0-0 UO NL> i ^ 7✓ ' sag, (114 00 R w 96> o - LAj ASSESSORS MAP NO No. 9 7, PARCEL NO' 1-91 /z; Fee�4® THE COMMONWEALTH OF MASSACHUSETTS L/ PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE, MASSACHUSETTS ZippYication for Migogal 6pgtem Construction Permit Application is hereby made for a Permit to Construct( )or Repair()()an On-site Sewage Disposal System at: Location Address or Lot No. Owner's Name,Address and Tel.No.(500 49'�- 08Co I qS V1'►LCLt C.l F9uh O s4c.r 1-tar6er-s 197 cl m SF- t74, ►NIA 017 Installer's Name,Address,and Tel.No. Designer's Name,Address and Tel.No. 13ax}tr v kAd c :Mrtr— el -428-9/3/ oz Type of Building: Dwelling No.of Bedrooms +3 Garbage Grinder Ojc,) Other TI pe of BuildingWv/ W46 No.of Persons Showers( ) Cafeteria( Other Fixtures Design Flow 3 3® 660 gallons per day. Calculated daily flow 3A0,� ga Plan Date I o Dckei� t ridNumber of sheets I Rev' ion Date "�!(:,o Title Description of Soil TP* 0- " '` 2 a - ?-4"- 5zv ' N 3? e:; Nature of Repairs or Alterations(Answer when applicable) !CAr4" zukr-4 lo u Q57- `iOL/5f� Date last inspected: Agreement: The undersigned agreesAofe struction and maintenance of the afore described on-site sewage disposal system in accordance with the provisthe v' nmental Code and not to place the system in operation until a Certifi- cate of Compliance has been ealth. Signed Date 6 !i! Q Application Approved by % Application Disapproved for the following reasons Permit No. '' Date IssuedI✓ TOWN OF BARNSTABLE ,-:::.LOCATION ATION Q j.5�4 SEWAGE # ASSESSOR'S MAP &LOT STALLER'S NAME&PHONE NO. :;'SEPTIC TANK CAPACITY � e ;� � s ) ,.b X �a �a I:EACHING FACILITY: (type) / ,1�,A 4 csize 1 a x S aZ�n 31A F �Q :.`:NO:.OF BEDROOMS ± :;.'.:.BUILDER OR � <:;;PE:RMTTDATE: /O"/S—Q7 COMPLIANCE DATE: I,— ---- Separation Distance Between the: Feet fMaiciatum Adjusted Groundwater Table and Bottom of Leaching Facility Private Water Supply Well and Leaching Facility (If any wells exist Feet on site or within 200 feet of leaching facility) Edge of Wetland and Leaching Facility(If any wetlands exist Feet ?`within 300 feet of leaching facility) Fuinished by _ • bh �� L� - -. �S lit t G/ j No. 9 7- Fee THE COMMONWEALTH OF MASSACHUSETTS— PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS r 0[ppIication forAgogar Opgtem Construction` hrmit r Application is hereby made for a Permit to Construct( )or Repair( X)an On-site Sewage Disposal System at: f Location Address or Lot No. Owner's Name,Address and Tel.No. ,}`l'r► g� j .�� �15: �jCl�pv�f•' R%vov- Rd, h'Itc(amcl 49u„ - - � Sir Harbc�r.s' $7 �clrn �' _31 o l-r i n i-es, MA 017" Installer's Name,Address,and Tel.No. Designer's Name,Address and Tel.No. �. 13aKfzr- 4 ~Jc =nc- elz mow» S17 4Z8-9/.3/ J i /X 026E Type of Building: Dwelling No.of Bedrooms b f Garbage Grinder VJ6) Other Type of Building B5/ PNLP No.of Persons Showers( • ) Cafeteria( ) Other Fixtures Design Flow 3 3 0, f 660 gallons per day. Calculated daily flow (o 6ap ga ons. Plan Date do Oc+e bey t 94? Number of sheets I Rev' ion Date Title (cm mf 5 S 12 Description of Soil TP*1 ` a�s", A u " r.�2- b S ��• S`Z.4 i3 • 24 —5'8" ' Nature of Repairs or Alterations(Answer when applicable) RjWlaze cxt r, 5 c _5 . M �e- is . ev ski c i h Date last inspected: Agreement: The undersigned agrees to ensure construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Titfe 5 of the E vironmental Code and not to place the system in operation until a Certifi- rrf cate of Compliance has been issu d y $oar fi 11 alth. Signed Date z6 Iry r/7 Application Approved by Application Disapproved for the following reasons Permit No. /� Date Issued �_--;•;��-.�..�-.^ ....�r�ass —��rcr� v.o..�.-�-.�--e1-------�,---r—-=- - i THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION - BARNSTABLE. MASSACHUSETTS Certificate of (Compliance THIS IS TO CERTIFY,that the On-site Sewage Disposal System installed( Y)or repaired/replaced( )on by // ;Ae- 10111 4,PW67` for as 6- kQ GI 7t, i P2FY' r h een construct d in accordance with the provisions of Title 5 and the for Disposal System Construction Permit No. Aated Use of this system is conditioned on compliance with the provisions set forth below:.' q No. f , t — j Fee THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION- BARNSTABLE. MASSACHUSETTS M ig onl * 6tem Contruction� p hermit Permission is her•by granted to l'r CG®73i Ce#01; to construct( ✓ repair( )an On-site Sewage System located at E and as described in the above Application for Disposal System Construction Permit. The applicant recognizes his/her duty to comply with Title 5 and the following local provisions or special conditions. All construction must be com leted within two years of the date below. Date: Approved by "�"'" COMMONWEALTH OF MASSACHUSETTS EXECUTIVE OFFICE OF ENVI RONMENTAL AFFAIRS DEPARTMENT OF ENVIRONMENTAL PROTECTION ONE WINTER STREET, BOSTON, MA 02108 617-292.5500 9 d0 � AA WILLIA}t F.WELD K �o TRL OXE Govemor Lar` ARGEO PAUL CELLUCCI A3, �AV►D B. FLS Lt.Governor SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FOR ,�� �Nstpg�Com ne: PART A t9 jOwH� pEPt CERTIFICATION ti Property Address: 195 Seapuit River Rd, OstervilAaress of Owner: g' Date of Inspection: 6/23/97 (if different) Name of Inspector:JosephP. Macomber Jr. I am a DEP approved system inspector pursuant to Section 15.340 of Title 5 (310 CMR 15.000) Company Name: Joseph P. Macomber & Son2 . Inc . Mailing Address: BOX Centerville , Ma. 02 32-0066 Telephone Number: 508-775-3338 CERTIFICATION STATEMENT I certify that I have personally inspected the sewage disposal system at this address and that the information reported below is true, accurate and complete as of the time of inspection. The inspection was performed based on my training and experience in the proper function and maintenance of on-site sewage disposal systems. The system: Passes _ Conditionally Passes Needs Further Evaluation By the Local Approving Authority _ Fails /� Inspector's Signature: � Date: The System Inspector shall submit a copy of this inspection report to the Approving Authority within thirty (30) days of completing this inspection. If the system is a shared system or has a design flow of 10,000 gpd or greater, the inspector and the system owner shall submit the report to the appropriate regional office of the Department of Environmental Protection. The original should be sent to the system owner and copies sent to the buyer, if applicable, and the approving authority. INSPECTION SUMMARY: Check A, B, C, or D: AI SYSTEM PASSES: I have not found any information which indicates that the system violates any of the failure criteria as defined in 310 CMR 15.303. Any failure criteria not evaluated are indicated below. COMMENTS: BJ SYSTEM CONDITIONALLY PASSES: AX) One or more system components as described in the "Conditional Pass" section need to be replaced or repaired. The system, upon completion of the replacement or repair, as approved by the Board of Health, will pass. Indicate yes, no, or not determined (Y, N, or ND). Describe basis of determination in all instances. If"not determined", explain why not. The septic tank is metal, unless the owner or operator has provided the system inspector with a copy of a Certificate of Compliance (attached).indicating that the tank was installed within twenty (20) years prior to the date of the inspection, or the septic tank, whether or not metal, is cracked, structurally unsound, shows substantial infiltration or exfiltration, or tank failure is imminent. The system will pass inspection if the existing septic tank is replaced with a conforming septic tank as approved by the Board of Health. (revised 04/25/97) Pay 1 of 10 DEP on the World Wide Web: httpllwww.magnet.state.ma.us/dep Printed on Recycled Paper SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A CERTIFICATION (continued) Property Address: 195 Seapuit RIver Road, Osterville , Ma. Owner: Herbert Pheeney Date of Inspection: 6/23/97 B) SYSTEM CONDITIONALLY PASSES (continued) JLD Sewage backup or breakout or high static water level observed in the distribution box is due to broken or obstructed pipe(s) or due to a broken, settled or uneven distribution box. The system will pass inspection if(with approval of the Board of Health). Describe observations: broken pipe(s) are replaced obstruction is removed distribution box is levelled or replaced The system required pumping more than four times a year due to broken or obstructed pipe(s). The system will pass inspection if(with approval of the Board of Health): broken pipe(s) are replaced obstruction is removed C] FURTHER EVALUATION IS REQUIRED BY THE BOARD OF HEALTH: I'VQ_ Conditions exist which require further evaluation by the Board of Health in order to determine if the system is failing to protect the public health, safety and the environment. 1) SYSTEM WILL PASS UNLESS BOARD OF HEALTH DETERMINES THAT THE SYSTEM IS NOT FUNCTIONING IN A MANNER WHICH WILL PROTECT THE PUBLIC HEALTH AND SAFETY AND THE ENVIRONMENT: 0 Cesspool or privy is within 50 feet of a surface water Q Cesspool or privy is within 50 feet of a bordering vegetated wetland or a salt marsh. 2) SYSTEM WILL FAIL UNLESS THE BOARD OF HEALTH (AND PUBLIC WATER SUPPLIER, IF APPROPRIATE) DETERMINES THAT THE SYSTEM IS FUNCTIONING IN A MANNER THAT PROTECTS THE PUBLIC HEALTH AND SAFETY AND THE ENVIRONMENT: 0 The system has a septic tank and soil absorption system (SAS) and the SAS is within 100 feet to a surface water supply or tributary to a surface water supply. �b The system has a septic tank and soil absorption system and the SAS is within a Zone I of a public water supply well. ]U6 The system has a septic tank and soil absorption system and the SAS is within 50 feet of a private water supply well. 0 The system has a septic tank and soil absorption system and the SAS is less than 100 feet but 50 feet or more from a private water supply well, unless a well water analysis for coliform bacteria and volatile organic compounds indicates that the well is free from pollution from that facility and the presence of ammonia nitrogen and nitrate nitrogen is equal to or less than 5 ppm. Method used to determine distance 'IV QL_(approximation not valid). 3) OTHER (revised 04/25/97) Page 2 of 10 SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A CERTIFICATION (continued) Property Address: 195 Seaouit River Road, Osterville , Ma. 02655 Owner: erbert Pheeney Date of Inspection: 9/23/97 D] SYSTEM FAILS: You must indicate ei;-.er "Yes" or "No" as to each of the following: 4)0 1 have determined that the system violates one or more of the following failure criteria as defined in 310 CMR 15.303. The basis for this determination is identified below. The Board of Health should be contacted to determine what will be necessary to correct the failure. Yes No Backup of sewage into facility or system component due to an overloaded or clogged SAS or cesspool. ✓ Discharge or ponding of effluent to the surface of the ground or surface waters due to an overloaded or clogged 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 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 Soil Absorption System, cesspool or privy is below the high groundwater elevation. Any portion of a cesspool or privy is within 100 feet of a surface water supply or tributary to a surface water supply. t✓ 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. If the well has been analyzed to be acceptable, attach copy of well water analysis for coliform bacteria, volatile organic compounds, ammonia nitrogen and nitrate nitrogen. E] LARGE SYSTEM FAILS: You must indicate either "Yes" or "No" as to each of the following: The following criteria apply to large systems in addition to the criteria above: The system serves a facility with a design flow of 10,000 gpd or greater (Large System) and the system is a significant threat to public health and safety and the environment because one or more of the following conditions exist: Yes No LCC 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 11 of a public water supply well) The owner or operator of any such system shall bring the system and facility into full compliance with the groundwater treatment program requirements of 314 CMR 5.00 and 6.00. Please consult the local regional office of the Department for further information. (revised 04/25/97) Page 3 of 10 IV\ SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART B CHECKLIST Property Address: 195 Seapuit River Rd, Osterville , Ma. 02655 Owner: 7 HeE�15t9�leeney Date of Inspection: // Check if the following have been done: You must indicate either "Yes" or "No" as to each of the following: Yes No ✓ _ Pumping information was provided by the owner, occupant, or Board of Health. None of the system components have been pumped for at least two weeks and the system has been receiving normal flow rates during that period. Large volumes of water have not been introduced into the system recently or as part of this inspection. As built plans have been obtained and examined. Note if they are not available with N/A. _ The facility or dwelling was inspected for signs of sewage back-up. The system does not receive non-sanitary or industrial waste flow. The site was inspected for signs of breakout. All system components, eluding the Soil Absorption System, have been located on the site. _✓ _ The septic tank manholes were uncovered, opened, and the interior of the septic tank was inspected for condition of baffles or tees, material of construction, dimensions, depth of liquid, depth of sludge, depth of scum. ✓ The size and location of the Soil Absorption System on the site has been determined based on: The facility owner (and occupants, if different from owner) were provided with information on the proper maintenance of Sub-Surface Disposal System. V// Existing information. Ex. Plan at B.O.H. Y Determined in the field (if any of the failure criteria related to Part C is at issue, approximation of distance is unacceptable) (15.302(3)(b)] (revised 04/25/97) Page 4 of 10 SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION Property Address: 195 Seapuit River Rd, Osterville , Ma. 02655 Owner: Herbert Pheeney Date of Inspection: 6/23/97 FLOW CONDITIONS RESIDENTIAL: Design flow: 6 61-) g.p.d./bedroom for S.A.S. Number of bedrooms:( Number of current residents: Garbage grinder (yes or no):-es' Laundry connected to system (yes or no):--Y-173 Seasonal use (yes or no):IL2 Water meter readings, if available (last two (2) year usage (gpd): - i j 6 ,AA D Sump Pump (yes or no): )q�4 - `7�/ U0o u I Jens - �ao'�y G )5T6wV. )99q-gQ,0x gallons P. Last date of occupancy:-k-12-3-91) COMMERCIAUINDUSTRIAL: Type of establishment: YVGL Design flow: 'f1)CA tzallons/day Grease trap present: (yes or no)-L2C- Industrial Waste Holding Tank present: (yes or no)_jjl0. Non sanitary waste discharged to the Title 5 system: (yes or no)_ Water meter readings, if available: Last date of occupancy:—Gl OTHER: (Describe) Last date of occupancy: Y GENERAL INFORMATION PUMPING RECORDS and source of information: �a95 bu �.Pnarobcn t , c� System pumped as part of inspection: (yes or no)LA)0 If yes, volume pumped: 3V GA, gallons Reason for pumping: YV TYPE OF SYSTEM .✓ Septic tank/distribution box/soil absorption system WO Single cesspool A)C Overflow cesspool 1Vf) Privy NO Shared system (yes or no) (if yes, attach previous inspection records, if any) YVCL I/A Technology etc. Copy of up to date contract? Ocher APPROXIMATE AGE of all components, date installed (if known) and source of information: 571,4 RS 0 JC1 ' I y)ab7II�11)b Ynoco-)-�ibPn + Son, -z70c Sewage odors detected when arriving at the site: (yes or no) (� (rsvlssd 04/25/97) Pay• 5 of 10 SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION (continued) Property Address: 195 Seapuit River Rd, Osterville, Ma. 02655 Owner: He erg/ Pheeney Date of Inspection: 023/ 97 BUILDING SEWER: (Locate on site plan) f Depth below grader i Material of construction: _cast iron /40 PVC_other (explain) Distance from privateC water supply well or suction line W Diameter�— Comments: (condition of joints, venting, evidence of leakage, etc.) CALL�nl r� r_IP 1-)�ihI' rl�() S►- n-S Of )mac riQC-=- c -1S ►>(-h �h)N1i0/� b()(1,P i)ryrt SEPTIC TANK:-,20(0 QG1 I k)K) (locate on site plan) Depth below grade:f� Material of construction: V concrete _metal _Fiberglass _Polyethylene _other(explain) If tank is metal, list age Is age confirmed by Certificate of Compliance (Yes/No) Dimensions:r- 1 �*r, Sludge depth:_ro N Distance from top of sludge to bottom of outlet tee or baffler Scum thickness: �r Distance from top of scum to top of outlet tee or baffle:_ , Distance from bottom of scum to bottom of outlet tee or baffle: u- How dimensions were determined: Comments: (recommendation for pumping, condition of inlet and outlet tees or baffles, depth of liquid level in relation to outlet invert, structural integrity, evidence of leakage, etc.) - T TLfp , — G'o CC c' G )141 GREASE TRAP:—bQ�Uc-- (locate.-on site plan) Depth below grade: Material of construct ion:,ALconcrete11Lmetal4AFi berg Ias3YW Polyethylene _other(explain) Dimensions: Scum thickness:_ YVK Distance from top of scum to top of outlet tee or baffle:VU&- Distance from bottom of scum to bottom of outlet tee or baffle:_` Date of last pumping: Comments: (recommendation for pumping, condition of inlet and outlet tees or baffles, depth of liquid level in relation to outlet invert, structural M integrity, evidence of leakage, etc.) Q(?tom Cam' `:Ra 12—) 12 L I hEI— f101- (revised 04/25/97) Page 6 of 10 SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION (continued) Property Address: 195 Seapuit river Road, Osterville ,Ma. 02655 Owner: Herbert Pheeney Date of Inspection: 6/23/97 TIGHT OR HOLDING TANK: _e4Tank must be pumped prior to, or at time, of inspection) (locate on site plan) Depth below grade:—Ea Material of construction:Wconcrete Ulmetal&FiberglaskWPolyethylenegl other(explain) Dimensions: YV C"- Capacity: gallons Design flow: Ct, gallons/day Alarm level: VU Ck Alarm in working order _ Yes; _ No Date of previous pumping: y Comments. (condition of inlet tee, condition of alarm and float switches, etc.) :Lq hT o 6, Mr7r- DISTRIBUTION BOX:_Yr-S (locate on site plan) Depth of liquid level above outlet inven:�� Comments: (note if level and distribution is equal, evidence of solids carryover, evidence of leakage into or out of box, etc.) k s t°S rI PUMP CHAMBER:—UYUC (locatt on site plan) Pumps in working order: (Yes or No) 9 Alarms in working order (Yes or No) \ Comments: (note condition of ump chamber, condition of pumps and appurtenances, etc.) -�Yn17 C Wi r-y-) h Pfe. Yl1c�T �p z�cc�T- (revised 04/25/97) Page 7 of 10 SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION (continued) Property Address: j95 Se�p��t River Rd. , Osterville , Ma. 02655 Owner: erber eeney Date of Inspection: 6/23/97 SOIL ABSORPTION SYSTEM (SAS): ✓ im non-intrusive methods (locate on site plan, if possible; excavation not required, but may be approximated by ) If not determined to be present, explain: Type: 02 leach+ng pits, number: leaching chambers, number: leaching galleries, number: leaching trenches, number,length: n leaching fields, number, dimensions: r7 overflow cesspool, number: Alternative system: n Name of Technology: YQ) k- Comments: (note condition of soil, signs of hydraulic failur , level of po ,ing, condition of v getation, etc.) s (3 14 1 C s CESSPOOLS: tr Orin (locate on site plan) Number and configuration: _ Depth-top of liquid to inlet invert: Gl Depth of solids layer: III)ft Depth of scum layer: 11XA Dimensions of cesspool: Yi)CA Materials of construction: 71VC Indication of groundwater: YVCL inflow (cesspool must be pumped as part of inspection) �(IIGL Comments: (note condition of soil, signs of hydraulic failure, level of ponding, condition of vegetation, etc.) PRIVY: ) (locate on site plan) Materials of construction: fy Dimensions: VCR Depth of solids:—S)?CL— Comments: (note condition of soil, signs of hydraulic failure, level of ponding, condition of vegetation, etc.) (revised 04/25/97) Page 8 of 10 i G SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION (continued) Property Address: 195 Seapuit River Rd, Osterville , Ma. 02655 Owner: Herbert Pheeney Date of Inspection: 6/23/97 SKETCH OF SEWAGE DISPOSAL SYSTEM: include ties to at least two permanent references landmarks or benchmarks locate all wells within 100' (Locate where public water supply comes into house) 0 i p J I I (revised 04/25/97) page 9 of 10 SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM . PART C SYSTEM INFORMATION (continued) Property Address: 195 Seapuit River Rd, Osterville , Ma. 02655 Owner: �� 3/y y Date of Inspection:Herb P ene Depth to Groundwater &+Feet Please indicate all the methods used to determine High Groundwater Elevation: W Obtained from Design Plans on record CS Observation of Site (Abuning property, observation hole, basement sump etc.) yrSDetermine it from local conditions W Check with local Board of health Check FEMA Maps V Check pumping records ,Check local excavators, installers t v Use USGS Data Describe in your own words how you established the High Groundwater Elevation. (Must be completed) a ez-SS )D )qa . Wo WuT-t-P- tin w t e n rfl��A Ct 7- (revised 04/25/97) Page 10 of 10 T.s{T^rtt',T^T—iT.—J1'I."PTTITrtf.TTT.T.IT:'.'T•''Ti:TTTRTT Tfi�IY T'1'QT.7R.IT, TTT.� T�' TOWN OF BOARD OF HEALTH J SU11SU11FACF SFWA(;F DISPOSAL SYSTEM INSPECTION FORM - PART D .- CERTIFICATION M1�� A•••-,+ T••.••,;i—�.f[^.�T.T.11•R:T.TinT.FTRTTI"1i1^•.•ii"IIfPR`f 1IRtO1'�R"�RR*JfRRT�TiTI'TCTt man'msrnTsarTrrrr.+r.•.—.rrr•r-�. —..^ -TYPE OR PRINT CI.EARL)'- PROPERTY INSPECTED STREET ADDRESS _ 195 Seapuit River Road, Osterville , Ma. 02655 ASSESSORS MAP , BLOCK AND PARCEL # OWNER' s NAME Herbert -Pheeney PART D - CERTIFICATION r NAME OF INSPECTOR Joseph P. MaCOMBER Jr. COMPANY NAME Joseph P. Macomber & Sin', Inc . COMPANY ADDRESS Box 66, Centerville ,ma. 02632-0066 Street Town or City State LIP COMPANY TELEPHONE (508 ) 775-3a38 FAX (508 )790-1a78 R . A CERTIFICATION STATEMENT I certify that I have personally inspected the sewage disposal system at this address and that the information reported is true , accurate , and complete as of the time of .inspection . The inspection was performed and any recommendations regarding upgrade , maintenance , and repair are consistent with my training and experience in the proper function and maintenance of on- site sewage disposal systems , Check one : System PASSED The inspection which I have conducted has not found any information which indicates that the system fails to adequately protect public healLh or Lhe environment as defined in 310 CMR 15 , 303 . Any fail(Ire criteria not evaluated are as stated in the FAILURE CRITERIA section of this form . System FAILED* The inspection which I have con ticted has found that the system fails to protect the p' Liblic health and the environment in accordance with Title 5 , 310 CMR 15 . 303 , and as specifically noted on PART C - FAILURE CRITERIA of this inspection form , Inspector Signature Date lO� I One copy of this certification must be provided to the OWNER, the BUYER ( where applicable ) and the I30ARD OF 112AL711. r ' * If the inspection FAILED, the owner or""operator ahall upgrede ' the eyetem within one year of the date of the inspection , unless allowed or required otherwise as provided in 3.10 ChJR 16 . 305 . partd . doc �G U) Z7 7 rV7 _ �sbyy 3r�1^ THE COMMONWEALTH OF MASSACHUSETTS DEPARTMENT OF ENVIRONMENTAL PROTECTION BE IT KNOWN THAT Joseph P. Macomber, Jr. Has satisfied the Department's qualifications as required and is hereby authorized to use the title CERTIFIED TITLE 5 SYSTEM INSPECTOR as provided in 310 CMR 15.340 and Section 13 of Chapter 21A of the General Laws. Issued by The Department of Environmental Protection. Junc 8. 1995 Acting Dircctor of the ton of Watcr Pollution Control ,. TOWN OF BARNSTABLE LOCATIONS / a T lr "I./Ce- f1C� SEWAGE # - VILLXGE� ,s 7t�d �Tr r�jG6�S ASSESSOR'S MAP & LOT 6 76- U L;- �1 I i INSTALLER'S NAME & PHONE NO. J • /� /��l.��l)�,,,b��-7-scM SEPTIC TANK CAPACITY `Z 26r) ac, LEACHING FACILITY:(type) 4)n.,- a / , / (size) )Ur- NO. OF BEDROOMS ab. PRIVATE WELL OR PUBLIC WATER BUILDER OR OWNER DATE PERMIT ISSUED: DATE COMPLIANCE ISSUED: . 0 �� ✓�•. VARIANCE.GRANTED: Yes No jam' S,v°"p i 0' i 0 7 o J D 1 S �•�.Y No...?sr�-� - �� Fimic . ...30.........� THE COMMONWEALTH OF MASSACHUSETTS BOAR® OF HEALTH APPROVED Barnstable Conservation Department TOWN OF BARNSTABLE Appfiratilan for Mir oral Works Clans trurtiu i .. Date Application is hereby made for a Permit to Construct ( ) or RepairX.'KX4 an Individual Sewage Disposal System at: 1 .5 Seapuit_.River Road Oyster Harbors Osterville __ __ ...... ......-•••...................................•••............ Phe e n e y Location-Address or Lot No. .................................................................................................. .................................................................................................. W J.P.Macomber Jr Owner Address. Installer Address Type of Buildi_ng Size Lot............................Sq. feet �-, Dwelling No. of Bedrooms............................................Expansion Attic ( ) Garbage Grinder ( ) Other—T e of Building a —Type g ____________________________ No. of persons............................ Showers ( ) — Cafeteria ( ) Otherfixtures -------------------------------•------------------•-------------------------•--------------------•---.....-----------------.......---- 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. I................minutes per inch Depth of Test Pit.................... Depth to grour-d water........................ 44 Test Pit No. 2................minutes per inch Depth of.Test Pit.................... Depth to ground water........................ a ------------------------------------------------------------------------------------••••••••--------.......-•--------------------.....-•------,--------•••--- 0 Description of Soil............................................................................... ...................................................----.............................. xSand &..Gravel-------------------------------------------------------------------•----------........................................................ c.� ---------- W UNature of Repairs or Alterations—Answer when applicable...........................................................____.____._._.__..._.................. -------------------------------------------=1.-1QQD.---ga-l1nn...leaching.--Pit----------------------.--_---------------- .................................... Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of TITLE 5 of the State Environmental Code—The undersigned further agrees not to place the system in operation until a Certificate of Compliance has Zia sued by the Zboaof h alth. Signed .. .-- --- ------ (, 9/28/92 Date p Application Approved BY ------------------------------------------------------ ...........----- ---—3-� './....-.------ Application Disapproved for the follows g reason.r.• .. .................... .......................................... ... . ............................. te ... ------ - ------------------------ ----------- -------------------- -- -- --- -- ----- - �y Permit No. .... ..1...a-. ------------------------ Issued .......................---............................... Date Date IT 5 +A + ,ram-� � •� THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH TOWN OF BARNSTABLE Applirati on for Disposal Works Tonstrur#tun prrmi# Application is hereby made for a Permit to Construct ( ) or RepairykX)[ an Individual Sewage Disposal System at: 145_Se ."n—m _t;____R,imex Raad Oyster Harbors Osterville Location-Address or Lot No. Pheene,y ._.. - ____.---.---........................................................_... -------------------------------------------------------------------------------------- Owner Address W J-P.i ac comb er Jr. . --- -a ---........ , ......................• Installer Address Type of Building Size Lot_______________________•tSq. feet U Dwellings No. of Bedrooms--------------------------------------------Expansion Attic ( ) Garbage Grinder ( ) Other—Type of Building ____•__________.•_-•.___•-._ No. of persons____________________________ Showers ( ) Cafeteria a ( ) Otherfixtures ----------------------------------------------------------------------------------------------------------•.•..-------------------------------------- WDesign 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 ( ) ;'ta,,, 1 4 Percolation Test Results Performed by...........................-.............................................. Date---------------------------------------- W Test Pit No. 1................minutes per inch Depth of Test Pit..................... Depth to ground water------------------------ f74 ,Test Pit No. 2................minutes per inch Depth of.Test Pit....... ----------- Depth to ground water------------------------ P+ ............................................................. ....--- •------- ------------------------ --------------------------------------------------------- A O Description of Soil---------------------------------------------------------------- -------------------------------------- U ------------------•----- and—_ ...Gra ue 1:----------------- --------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- U Nature of Repairs or Alterations—Answer when applicable---------------------------------------------------____-.--__-•___•_-_____-_-•-_____________•-- -•-••-......-•••-•---------•••-•.........:...1__:1 nnn.... a_1.1 GLn_..7.� 3 h -K1 T.._t�7_t.__----------------------------- -- - ------------------------------------------ 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--u"ndersigned further agrees not to place the system in operation untill`a Certificate of Compliance has been issued by the boa d of health. Signed . � ? � 9/2�/92 = - --.---- ----- Date Cj Application Approved By --.--- �'`--+ -�-t'vrv►'- ---------------------d •-------------- .. ( a' ' Date Application Disapproved for the following reasons- ---------------------------------------------------------------------------------------------------------_--_-------------------- .............................................------------------- ` -- .----------- --------------------------------------------------------- --------------------- -- .............--------------_-------- Permit No. ----- (�- �"?� r�- Issued ..............------------------ -Da Date THE COMMONWEALTH OF MASSACHUSETTS t BOARD OF HEALTH TOWN OF BARNSTABLE (9ez#tftrate of 1011pampliall e THIS IS TO CERTIFY, That the Individual Sewage Disposal System constructed ( ) or Repaired �. XX ) by.......... .... .hlacomber Jr. -- ----------------............---------------------------- Installer at ..........195 Seapuit River Road Oyster Harbors Osterville has been installed in accordance with the provisions of'I'ITLE 5 CThe State Environmental Code as described in the application for Disposal Works Construction Permit No. ..........�.-...Y....5..4...... dated .......... ....... ---------_ -- THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUE AS A GUARANTEE THAT THE SYSTEM WILL FUNCTION SATISFACTORY. DATE---------------------- --------------- Inspector ------------- THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH TOWN OF BARNSTABLE FEE ...:.....:........... No.... -_ _y Disposal Vorks Tnnsfrudi on rrnti# J P_ Permission is hereby granted. Macomber Jr. ------------------------.----•-•••-•-•-•-•-••--••----------•---•-------••--•------........-•----.........._.....•--- to Construct ( ) or Repair (KX) an Individual Sewage Disposal System at No.._195_.Seapuit River Road Oyster Harbors Osterville. . •--- .....-----------------------•---------------••------------------•-------.._.........-•----•----- Street q as shown on the application for Disposal Works Construction Permit No._/r -. . Dated.......................................... IV. 77j DATE.......... .._.... Board of Health ._ �- `'-�- --�-�-------•-------•--•---- FORM 36508 HOBBS&WARREN,INC..PUBLISHERS Town Of l ��rustable r# 0 �. �-- ✓ Department of health,Safety,and Gnvironmen(al Services public IIealth Division Date 367 Main Street,I lyannis MA 02601 r BARNRTABIA l ''tAR& Time Fee Pd. f(? y rFo�16 Date Scheduled Soil Suitability Assessment fog• Seivage Disposal Witnessed By: Jerry —%::>Uhy�lt Performed By: LOCATION & GENEItAL'INFOIo4ATION Owner's Name M1111ael Ea. Location Address 5aalou,+ R,.ver- 0Vslz^ t-tnvrbC*rQ Address 97 -Elm St J HOPFetntvrr 111q Assessor's Map/Parcel: rYl 76 , p I S Engineer's Name 1�r A%,-ra 2 S tjge Telephone# 928r-913 NEW CONSTRUCTION REPAIR r Slopes(%) — Z 7 Surface Stones Land Use r2 0 -lh Distances from: Open Water Body .3 0 0 R Possible Wet Area R. Drinking Water'rvell R Drainage Way--R Property Line R Other R SKETCH:(Street name,dimensions of lot,exact locations of test holes&pert tests,locate wetlands in proximity to holes) sA� P 1 1 y I. IAo la C � it S p =10 g I 7PI. rP2 . 16 15 14 13 larAc. 2AC 1•59 AC. 604AC. 80 100 100 lip 5�P'wtr- ��✓� Parent material(geologic) Glacl-'I Ou+,,./csh Depth to Bedrock (� Depth to Groundwater. Standing Water in hole: Weeping from Pit Pace ___-- Estimated Seasonal Iligh Groundwater 1)CTGItMIKA`I'IOIV rOI�SCASONAL 7IGII 'WATTZ'I'AT3LL_ Mcthod Used: in. Depth to soil mottles: in. Depth Observed standing in obs.hole: in Groundwater Adjustment R• Depth to weeping from side ofobs.hole: Index Well# -Reading Date:_ Index Well Ievcl.____ Adj.factor Adj.Groundwater Level PCACOLATION TLS'h Dale; /a 9 thne Observation Time at 9" hole# Time at 6" Depth of Pcre Time(9"-G") Rlnrl Pn-Aaak'rime 1<� End Pre-souk Rate Min./Inch 2 m iA�ti Site Suitability Assessment: Site Passed Site Failed: Additional Testing Needcd(YIN) Original: Public t{eallh Division Observation I1ole Data To Be Completed en Back j Copy: Applicant DEEP:OBSERVATION HOLE LOG:, Hole # ?LL Depth from Soil I lorizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulderes. 0 Loa.. — P Lcsa•�� 7i5 Y� S S" 2 4 /0 yR CA. SZ l3L CZ- 611�d Sa•�c/ to Y'2 714.... — L---T: ...... DEEP:OBSERVATION HOLE`LOG Holc # 2.` Depth from Soil Ilorizon Soil Texture Soil Color Soil Other Surface'(in.) I (USDA) (Munsell) Mottling (Structure,Stones,Boulderes. 411 5-9 — 1,'Z." GZ SpncP bEtiP OT3SE, TI RVAON HOLE LOG Hole Depth from Soil Ilorizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Bouldcres. Consistengy,Y2.Q—raySD— DEt'P..OBSERVATION.HOLE LOG Holc# Depth from Soil Ilorizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Bouldcres. Consistency.° i Flood Insurance Rate Man: Above 500 year flood boundary No— Yes Within,500 year boundary No_ Yes Within 100 year flood boundary No— Yes Depth of Naturally Occurring Pervious Material Does at least four feet of naturally occurring pervious material exist in all areas observed throughout the area proposed for the soil absorption system? YES If not,what is the depth of naturally occurring pervious material? Certification 1 certify that on 4115 (date) I have passed the soil evaluator examination approved by the Department of Environmental Protection and that the above analysis was performed by me consistent with the required training,expertise and experience described in 310 CMR 15.017. �� = _ l QIOni}IIrP, Date �, _ t � R�1865 I CIO Way) g7253'W - ry CONSERVATION AREA CALCS. ' + r " 50-100'Buffer i Existing Impervious Area 580.52 SF �R proposed Impervious Area 457.26 SF a, Net 123.26 SF Less Impervious Area i 0-50'Buffer Un-Changed i, r€ - Lot Area i (00 92565f S.F.- 5. �� II II le II i e ii N o a age/Storog in g II w II Iv o ~ _=�•J Grovel Driveway { w/Stone Edge Mi ^ IPool House.:: R-OPOSED — - -- - �. . 34.5' I! ' Min. - Sill 25.70' ... ......- Co vexed' Deck I OPOSED } . I QUTDOOR II Ii kI TCHEN i c PERFORMED H WITNESSED lI OR1GOLA I Porch Ii V � . ECK I � i v I xi ting - t__ ol; Patio #195 ° Walls to 2 i 112 50' of 2zg' be Remove St w1f Dwelling 100.0, ~� Lawn r ev. 25.70' �. + 1 + ` ;. Lan so.a Lawn 4 I \ k - - - --- - - ` F g Pole \ TOP of Bon t� _ Bottom of Bank J/195 Seapuit River Rd �i 1 Sty W/F Dwelling i Wood Rack Wood / - -- ---'Rock d] f'/ Post - OB/D ` FND ----- /� U ... - ^"`: __.... .. ... 'e"-`-'�.r.•�e`�^.'".•" ;.'."•'-"g.`�.."t.Ip•'.'�� � .1§•a. ,.sr� v x.,s.x ...i �e LmO'fWOW--.— OP OIU•-'-- �•---•--- TOWN OF BARN ALE �. 2� vm�®I6•D.COw6a I � 2013. NOV -5 Pill 3* 3 2 ao / - 1/{'vYhC4z4' iI i. `- 1 Hmmg.FA[Raof //v{ /C-0 T W(4)BWe 7� g yin Jo Ed ToW I 1 SeDml 41%G�B2 N .. 1/4.7ti3 9•H Ptimb mJee =_ ��--•__ �fT.� i/ EAdL.D-9(/Ga a' • .� QJ 9��LVIe Sm LwA a/GH2 � p/d .Yy vp nia p"FJl2ml➢bm 1 �m 1 J 41� Bad Lq Tad(4)Hom ti I � - CarricRa6.Taaa { - Flitch Plate at Roof (,�KbQ�/ W. 3 'N ' ROOF DONSTRUCTION, C-a",Rm(Shwgla.Mv¢b$smug CrdcH®rba T.G k-f S-1 FWl_d?4e ,,,"TdtGRoofPanrh,GbmmdNd Structural Layout Roof • 2z10®16•D.G 14 . Spur Foam Lm.htion at Rahn HayA SCALE:1//•=1'_0' SS Andom, ymhgm;,a I 5 �Dp D Cappperp.Dap Fnshwg Sao Pd Wom Go J KEY: Marl Hdamy . I I ® ® f SmmmlWoodP- Svioed Wood Deem - Wmd Bem Hafu Tula and PrAmt -___Join/ROW F=i g . Mudd ma.6% P�a 7."sm;mawaoap at� +'----i sss®P.o�)oiatBmg�atP�dorJom/R,r� . Mud Bmdng + •,.)myrG'-°'�'UuEu Lwiea Beamg V7yB CEEAN CO_- (.i STRI ON' •:•- - 1 ^T"�• 0.doe ormmm Wd .2®®16.O.CSnbbdmm* fW OP WURi:- c - j 5/8'GWB m/(I)i:Coa Pb- Uv'S.e Hzh',,Eumoz Sciov Mvhu Be.m&wA smwm Wnna ids, HXTER)OR WALL C-0NpTttUCTION: • O) S—a Nora Cdu BtadgVmkeL Mud Evidng � � i � . B-ad- a8 5✓`6u•PSL /��/y�y� �CONSTRUC170N NOTES'. Buwwgw�g i2)7-LVLm/5/8'swum a. oF woxr:l awm.t.NO'?m D1'F'c' a6 wood SmL(q`16"O.0 '��S��pp L I Brxuhud Fumh B- `6 W.&S6A Cmfommth.Regnmor0'ofdm Gads and Gove14 godln Bdadgq Pu oAe bcFBvffidmt of Abe Work Co.mouth -" Spmr.Poem l..snhdon uSmdy PaeLxu 5 -g N IZf80J 1G"10.e.1 ! Bohm/I/2'•Thmagh Bch.or logy/ � H..w&J-d.-Ove lbo Pm- Rupomblc eafyhg ova mining Upg..dugu Aegmmd. 5/.'GWB-/(2)C--- Is •gr Snbbldm We Twbedd,6-L,&vi lr O.0 ' _ m..,.:.,"Am3itm.miu ze....r phm�bmg Plytrid Dmmw&.m Vmfy SE Pluembe PT'v/1/2'Du 12'LAomnt Bolin®2{"OCv/SO Rama gosh Side Wodch Cmdmved 8mm...All I)ividom. GaSe h6ohoem 6'6m.Serb Comc. yy Rephm Rde,Emcoa Beanog WA - Veda cad Cmd®¢AII Dimmdnm. Humor W.W mb M•domm ab Udeu Offs-iu Nemd VCa-u Hood B.ub ---, I I I I + Briavng A.fommHuzm Nem Bum P.ovAe Te.Wouq mPevmamtSoppom,Shoeog mBomlg.a tluz No ia¢du WaO.mbe Mmim.m 2r4 lhde.0ibmmiae Notm • (212+L YT SaI Phmm/1/2'D'o-12Z I I I I ' ... Bom®d mVmoaal Movu.rem Omm m B'd-Sommer. AHBva=Nood uP5l.Mu¢be PamB®of Wddlm Mdt�lea of li'•. SVe3V'PSL ' AM Hume Nand yr LVLblmthe GavgJmn afWd.hw Mdapin of l're'. Amhor Hole®21'O.0 m/5.9 G.Aia A _- .Ncnm& 38 .t,Mute Bove Mmvmm Sud.and SmduBad. WRSI'Pi/,JOa F�shM Wont 7 ^-����J Ham Fmvd,6=6AeaimedmbSu6'mtflrt W&Cao it ��ra Hlo�c�oo Wrbtd WeOt AHR-Bond.mb Iw 716a L9_ 5 W LVL eodog P kmawe arumim d SN i.Ammad m br Sua,�z Sr dt�Wad:. NOmd Odm.mire �� -.1•-•. .5V•aP't'LVLr AH Pommb gal focdorud 1a6Emdot kL51.Sod Pmm M,eh -- .. Cavmmozia Rupov.ibk 6m Vedrrwg Bedgq Coed:aoaa _ fLQ0RjxmmxzucnukLFin GRADE a ea AH B.&M ShA b,CC V¢ m Mi i..- IA..MsW ' t d Unba�rmuN Now& SLaH be Mm®(Zj aE a-)/4'T&G Floavg N,.da, 6W ud WWa,h-) PSI Conmee P.,i&jout K4 at R®cm-w.push Spm5mcom ❑ P- ADRed-w W'.R.Shn b M.'-(3)2a1O Uohm Oihmvl.e Nord 2N PT Skepuuq Sb=avd lead - �. MWaH FootiAp m b Ml—LrDZVm/u Noted _ 4"RdnLWWMCmms Slab / AH Pmat Wa9z be Mmiemm 5b'Bd-F-bd Gmdr. RO°dO Med Cmataoo uAH Peat and Hmm r^-- 6ma%#V.pmBatdu O1 �' kUW0amh.-M#5Gud.M.Topmd Be®dWd d&O.ofP.1i.. ? htmhdm BY P-0.Come Hue 24'YL4'm vah7 ud Bmmm Bmm Wa. mot 5 G,Gh. 12'Ctvd.d st C-V..w Ok '6's Pwo.Amh)/P 7AC,Gem aM Nd Unleu Norm Orbnmhc R'&d ID MR i fio Smmlmbem!•CovetB G,,I, Cavplrmid MumBtmum Remommd.dmu&err Hagbtmrd L.m.bm �j AH Aco6tdog S¢dmMe1'�Cme Above Grade Camplrmbh All App6ubkH ld'eg Dade rot Nem Pmmmg e.d br b/ .• WmrShb.Mwivnmr{•7hirh m/P3erMeh and"m PSI C— Modi6otiov of Bvetwg Pmvavg. . 1/2•Dumege Mu. ::i/.1 Pmeide Covmol)dw u WeW Bx+9 W-T 2'Rigid 1-hdd- (� f _ - - Provide Cm..)J.n.k,%b.Bveq W-V EOOPNOI&S Wo¢�tmf Poundadon Sra Bd.degRoof Potmog hAumod m be Stem'mt for du W.&Cmm®tu RewE C—Fouodmm WAR -_-_ 6_oa __-0 3 l ❑ o Roof Pm.dCd uRN-d p#5 Cmdmm Tpnd Bm ❑ AURRf... ® 0 •OUe dm Ao A6@Z Pm.fdM S50AdmuAH Mddpeofimw k g.f �m�m rrr_�-)saHdam^.• •canna Pm.ideTmimteaNimb afNvaaSpdinc at.ttBeTmrody. ----- Cl ❑ AD Otem❑ ❑ e %Mom N.R.tLan din NambuoENvL the Cadeu n.m.Roof Shmhwg!/{'mYPw Fy]2/MRadtg SlCIl Fmtwg Draw m/Faro fhbs Pmvidegef Hvagm uB®C�®oaa pa Sopwn Sptafiado"t (-0#S Cood.mmnv/its ; N . P.T.d'v.ht®16'O.0 2l1 Guest House Addition Wall Section Structural Layout Ceiling SCAT.&3/4'=I'-O' 12 sr-km 1/C=1.a- ! � r 1 MDF LSSUED bFLkuTJG SETS Struchual Ceiling and Roof . D G N IVIDE Residence mDGH OVC Str-t SUM NeWtaa,MA 02466 Oyster Harbors,Bamstablr,MA 02655 mm.ada>gmmm a�pnhddta�rain PERMIT SET snit 40 GC 4O US Ridn Sobbdm MmS Bced�Shmgiq rood,and Blmd Hoof mNsrnvrnoN It �r. v qtq� eat cl' L I Nw GEmc¢tiLr gr. i. . � A•bc Mml VV'T aGG Utd B odbe.;A Mth meg vM Nva B—r., Sd W."D® I L6 Sa5 Hied Rf -6, a ' i ltaftrr Tad.and ,. 9 W 8 I I Math 'A' Homo m S d. Com{Te / Sm PMWendshdfm i .. D�m;.n Beds, P,+Wma spam�a Wmd S9 Scd Wand Imk, . ofMinh Ewing—_ _ _ _—___— FBLSf iworz P_am-_ - -� �Pmsr H I I ' - - - --- - �I I I NemlcadR•mn sasdS—L-dtrg • M,thP.%,arg I , �� ..: I i ' �FDtsrrwon�.Plppr� _ _ _ _ �;__-_-_-e,. m a •o 1 r,�Pro posed South Elevation Proposed West Elevation . En Door Elevation I / SCALE I/r=3'-C ® SCAIS:1/{"=t'-6" ® SCALE-I/2^=1'-C Vmhlbeof I �n Shun' Aeq'd9 I FI 'ELEVATION HEY: ELEVATION CONBTHUCdIONNOTES: r LIM[1OF WDR�e �•� �• env - _ k '" N-R-fl- -1--mg.shemig,Und�vpamt d Sh'iv. O Matdl Htismg ShinglµTwW and Hlmd y \ e Dd.13-her I I I I I !3//V T&GRvofr—L Gh cord NO Nem siding h/vtA H.ri®g Vedd Hmdr •�`^tom ® Dom T°g-Nor Doo O Rv�cd - _� '-?- 1 ^"P• "' - O t.,dw Tka-Nor Wivdom.Tmnpnd po Cndc O Aa Caodmvmm/I)vanvpw F •er 'F 4' ";.. RO W dwTbg-Rcphcnamt Windom,rmpend pn Cnde- O Rm nd .. O¢ Wmdw Tag-u:^eW dmv O R.—I ? TP,�eg Dimmdnn Demmdve Hn�s m _.- •�.-e Rid,D'vnovion -y; .. �'�= m_ ___ _•ice _ -___-_—____--. 0-I arb�CumiW dq ;d/ rop�mmw/narmepmn _ I - .. Nnv GemeL My hPsae� a1I " I ♦ � �' Pdr�G✓ed .. �/ o m S ---------------- gym,/N sad�� ' �IA.4T OF WORI:c = I I I N-3•Smgods Aom/t CaPPcr 4 Proposed Roof Plan _ + Dammpau Cao dnjm p/ SCALE I/4=1_C I I L I 1� I 1-tMlr F WC1RK Dammpos VdhCompltns PLAN HEY: PLAN CONSTRUCTION NOTES: I e Snb.3 Rcgid�e I ; I I I I Coo di.eem R/ O Hmtvig Poondati�n OA •'N-S6-Gede•• p�a,a 132•Cnuhed Smve- UD4f OP AAA _•s - I - _ I I 1 / 1- .R MUDHOOM "' ---- C'W WM C°ae Shb m Gade • _ t1a_-.-.I �2 A -. --.�-.-.-.-.-._.-.-.-.-.-._.-._.�.-. V�.-.-.- _ -llll Ncv l6'z{R°�'D ao�8 Vgroc Hrme m + I 1 - Nem M.E Cone Fomdeem m/P VPT a 1 Sogd SmK E>ri>mig Emedpc W°R - 3/t"I abHwS GLemd Nu7 _ {{ Pvwhd Plpoc m Mavis Hmfiag IL I C�E� Snadpr Wv$ B •Nw Raa Mvtml•• / ♦\ N®2.6 Binder W416.O.C,L.W i MvtA tir;m'ne Wmd Ahyles.Todh and Hlmd' Cedu 8na lmlrWetertShm4 P°R 3/1•TAG fp-de,Gh -iM t�l A Cwmgge „ �I' NamRn°Esrmnem SST...\ _•f1`"�`' j 1 e f -I _ / I Nem!•!m°°dr R°ond Gpp. 9yl ^tl, 1 Dmm p- C—dil m/ R— ..nY: ,•.i a� •';�•4• GLmc°°d Sub-d nDvia O D°xrvg:N-D°oe C I/ c_• a6- �nB/ Door �I...y� ® DoorT Anne E' O ck- I yl Nevr!•suopm Apma fippnr v 1 I H nov.ed ;J^•Na ' pI 'DomvpmG Cood'mas m/ I I 266` Fmbad Opmiag Ste :'t'tiF'�''o �.'�S I g Govecarnl svbmf cD� I I WmaamT m..g-NMVd ,Tmp.d a.pmca Ae gO�I OR' Windmv Tag-Replvmnen[Wmdaa.Tvnpead pm Cddc I�>h• v2„ t�;�i 9 1- 11 � w aaene-B,:edagw aam RamE C—Pemd— - I-�•I Fmbh D'vimvb• T.O.Paa®g S-C Bd..F Gmde PER Applhna Tog ® App!®m Eli. g . IS-pSDomeb S.,,ad I 1� .. I _. ® Pm°!D'm87•B ® Ph-b.,g E,— .. ®2{•O.0 Vaaol K p Etia"g Famdadan. I �� - $'- sp-rm-dmr - �' rmasarymm 0/ - Bv.uvgmdNcm,Typ. ' N N 3•hfel Loan RvOuhd Soam Mohr - �`J D®d Madsr . �„�oposed Foundation Plaa 1 Pxb osed First Floor Plan , ae Lmapr .daaM.�a OCanep 6-Nos . BIDE ISSUED DILIWLNG SETS Proposed Foundation,First Floor,Roof Plan and Mm D FWW G N L d Tpmwb,,pa 6,1,,yt> Exterior Elevations MDE Residence ove atreet a,*1* _ 1 . Newton,MA 02466 Oyster Hazbols,Bamstable,MA 02655 mmm.plddedga.com men(a�lddmi�com - ©�� PERMIT SET ee 39 of sn 40 GRAND P- 9 0 Z 3 Oc-4-ok- r 9 11 Ci 7 LAND 7155r Hot_-t~ � I- G1cu 24, �' DEEP OBSERVATION HOLE LOG O�PN rRA/� Dcpth from Soil I lorizon Soil Texture Soil Color N Surface(in.) (USDA) (Munsell) BA IT O_ &„ A �o y� /o OCU EPp�1��ER '`- 52.' C, m1�d, s�„d /o y2 CX DEAD NECK S2'-- 13L Cz �1�d �� Ia Yi2. 714 LOCUS MAP SCALE 1 25,000 Q TEST Ho�� 2 �1,-,, 24, 2 1 � ZONE ? DEEP OBSERVATION HOLE LOG ri-T Depth from Soil Horizon Soil Texture Soil Color RE-1 & A.P. p�j�'ASurface(in.) (USDA) 1 (Munsell) ASSESSORS S 65 p0' ,4p �' y„ to Y,- 411 MAP 70 PARCELS 15 R18 ' 156.�5 S'_ 2 ¢,r .3 �°'"y.Sti.��/ / ,S Y V S/6 RESIDENCE F-1 MINIMUMS g'= 132 GZ M�sA.,�I /o AREA = 43,560 S.F. - .8 FRONTAGE = 20' ,53"E 24.5 WIDTH = 125'- N15°12 8a 24.9 S.Q 6 FRONT SETBACK - 30' S�, �_ SIDE SETBACKS = 15' I .8 REAR SETBACK = 15' 24. I BUILDING HEIGHT = 30' • I x 24.8 x 24.8 � ` - - r x 24.6 I 24.4 i s x 24.6 - - � - I `,x 24.7 ' I x 24.8• � I`-' ( �1 24_ to ! 3 o CO co 24.5 i x 24.� J o 12' I n -ptz I r� vtrX c�1ne COMPACTED FILL 3' MAXIMUM Ix 24.7 x 24.7 o01 .4 �I: ., Q, o .•.ee...e.•. .•ev..v•e•. PEASTONE J e•e•ev•••• •e••••••• 0a ve••••ve• ••••••e• 3/4' TO 1 1/2 ' e•••vvv• ♦evvvvvv .3 3 .5 O DOUBLE x 25.2 ' •� •.vevve .•v•v•• �4.6 ii�iii iiisi• WASHED STONE x 25.1 x 24-2 5 Ix 6 END SECTION x 24.5 x 24.1 x 24.8 24.4 NO SCALE 24.6 24.5 4.2 24.2 24. a ve x 25.5 24.5 II 4.8 ZOF �1 246 x 24.9 24.3 4.0 24.2 = J v x 5.2 , a. a- Q 24.8 x Q w = L,C,C, 15354-52 0 24.9 J o � m o �, 5.� 24.6 \ o, Q c> 94,770 S.F. a " moo _jt co R, 0 24.5 o Q o 24.8 4.5 o +� 2.18 24.0 a Co --� co t L�,9c yi uG -` X 24.3 0 X p h '-L cn 25.0� 24.4 O cn a w M x fve * 2 .5 \ Q � z _ r r r l� -24.a- _ $pruce 1i9h 24 x 24.5 \. \ 23-6 C Z / = a 5.4 - x 251 i 23.8 .> 24.6 x 24.4 23. 25.2 --x-24 7�'l ' Q x 24.4 23.9 NOTES: j-• 24.3 1 \23.9 I �� ,I 1: ALL ELEVATIONS ARE BASED ON N.G.V.D. stockade PRoacSs� x 2472 AIX- 2: FLOOD ZONE A-13 ELEV. 11.0 N.G.V.D. fence GU LSD- 4.6 2 9 x 24.4 24.0 F.I.R.M. #250001-0018-D Cc„-, r � 23.6 1 23.6 MAP REVISED JULY 2,1992 �. " .._ O 24.2 I • 24.8 24.3x 24,2 i O 3. = oak tree existing I • 24.9 24.7 x garden .� 24.3 �. TA-�' { Ts P,t garage 24.5 24.3 24.4 24.2 23 9 4.1 ai w Ll _ 25.7 pergola r x 24.0 5.1 per•,gola 24.4 it,N!NG i= C/G; '}✓ T trr`t IN1 t` { Prl, �tvvc;�res ur;c�cr- t+"+� r�rtVCW� 14 or }��rt� 24.6 x x 24. 24.3 �� Ito ��C C 3 e' j aQcc�c f4�avt 4 -�ccf- I-tis be H-Zo L-ozA,.1 x x 24.9, g \24.7 24.2 �24.1 24.3 U ' 6 •' 23.2 24.8 -- -- ; x _ _ _ _ _ 24.8 25.2 /24-3r• 24.6 0i M � o i x 24.6 I CID CO garden x 23.3 4. 4.8 24.6 M 23.0 x 24. brick walk 24.9 1�y�LGPQ� �ZOFt�- _ x 24. x 24.8 24.7 •�._ - O 3.1 lantin 2 d 217-� • 4; 44� x 24.8 x 25.0 -.._ • _"�� r.r. ties 'X..'�.�. . � 2�, -- 1�E�1C�N "r So, C(255 Z 22.8 ` ?'. . .. 4' O �NytTc'T SC.Ht✓aU>-G I-{ouSE Gd1-TA�E- '24:2'.'.'. .'.. .'. 4.2 x 23.5 i bi ick a#io: s - 22.5 F 4.4 �` cxtsr��1G > laosc 6 holrrns x Ito qp,::C rn = 6r.© Gt?cQ i, 243 'boo hedge 9 �242. .. .... .. .. . .. . . F'v,v our O 22.5 Sc p+�t a k G,Ca o x 70r-1% = 1 3 Zo G`I t&vi s 1 L 22 `: ;2 3 22.4 EXISTING FRAME DWELLING S,T 1NJ � 2 Z. .3 ' usG 25flc GLiI�.-. Scr+-ic Ta�4c � 2 4 t` ..'.�.� �- - -. .. ... 24.�,�,•_- Stone 22.4 .. ... . .. L.ca-r- t tvc'+lt+-+� iz x �o w��l4sfic Icach,.LS cl,a�►�rs atio 22.3 .PROPOSED :;EN"LOSE:•: S.i. our � 2�, O 22. O EXISTING• + 22 ADDITION .,� .. - D, B ,r., l�f, b Z t . 8 5,d cwa!1 L�Z t G d x ZI z = Z g 8 S F 22. x 23,i PORCH 7 Z O 5 F �-- i• i 24.7 loab SF x o,74 � - _ � 21.9 aroposed limit of work `, �� t3 ovT 0 l9, 4 21. 6 5� /sl- 7 Gf�� x 24.0 l-i=PtcH1iJG IrJ Q /y, 3 2t. 4 r � I `jc��5-r C,O'1'TACs� 3 hdrn�O x II o a( ) = 33� �x 21.3 '`� x 24.8 x 25.0 1�o-r. 4- 3Y' /10�rm 2 25.3 of Lr>:1chi / 7 3 I cf, ScPa I ants 33e x Zoc�7o = �6sc ae_11cnS 24.7 C.B. USer /SGO G4 //o,7 Sep Tank- \ FND. x 22.9 Leack,+nq Faa'+ l,t-c� IZ' �t ZS, L31PI``s+'G Ieacl�►nr, ehavr� c t 40 J 25.6 25.Q , 5tc4c�zl( IZI �-25 '� 2r3xZ = I48 SF I 9 4.1 24.4 ` ~ 240 " 24.�_ _ "BotFbm 12� x 25' = 300 SF 21,5 � 24.2 24,1, �� �` x 23.7 23 7 --- - �; 4•49 S1= � flag pole a o� � � + f r ed9 23. CON. S s ; 23.76 coA � 1.7 22.4® 22.7 TOP 2.3.9-" f C.B. -- - - - FN✓J. -�-.' 9. 7.0 AL WILSO�i ALLYN Q,; raft � ,j 6. -- -- -5.1 `, - ' �\ � �` BEACH HOUSE 6-1- f.f. elev. AL +Pry ` 6.L. boa,.d v�ask # �o 0 97 AL deck x •�►. _3tto AL _.,,��. 5.5 a deck 5-1 5.fi .4 - _ , - �iii� ALL 00 aye --=--__ ros:a rugoso , r beacharass AL 3A f J/ /"AL AL r ar �I r i beach grass fit` beach 5likL 3.6 � 3.6 ` 5 C.B. 2.7 .- �_ ---_a� 3.4 ,L FND. /` L � 1.5 M.H.W. 1-5 - � L - 4.4 � � --'' S AL - 3 2.6 'r 2.5 .5 1.5 1.5 5 PLAN OF LAND AT 195 SEAPUIT RIVER ROAD (OYSTER HARBORS) 'r C' ,-+t1 Tha+ Thy 3-•.1d,e,5s Shown Hc_reor% Co,v.p(.� W, " 7hc- Sie cllv,e av\C.t SQ�teaelt r�e�V,remr,nts C] TV1e Tvw►i ©f 'aarn5-tabiG SS l)at L,o ca_ r- � W' +�-1,,.� A Speaaf Flo64 ��ra Zana BARNSTABLE , MASS. -- wti�3s.Q. to,t99'7 �i'�tx�•_-•�•.G �, a.¢��- 2•Rt-S. FOR MICHAEL EGAN SCALE: 1" = 20' DATE: AUG. 28,1997 D.P.W. LIC. NO. 4512 REV.: OCT. 6,1997 RcV: 10 Oe+=6,r 1997 /D.E.Q.E. FILE NO. ART-0039 ` BAXTER & NYE INC, x 3.8 existinc, pier 3.9 REGISTERED LAND SURVEYORS GRAPHIC SCALE CIVIL ENGINEERS 0 10 20 40 ❑STERVILLE, MASS. ( D scale: 1"= 20' #97077