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0391 SEA VIEW AVENUE - Health
391. Sea View Avenue Osterville 138. 031 _ o 1�50 No. Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes. PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS : application for Disposal 6pstem Construction 3permit Application for a Permit to Construct( ) Repair( ) Upgrade(Q Abandon( ) ElComplete System ElIndividual Components Location Address or Lot No. 39 i S E N i Owner's Name,Address,and Tel.No. 'Sot.^ Wo&\ILLe NQc-Kcj c1d-'( Assessor's Map/Parcel 0`(-Mf_J t ALE q1 <�Ccw i .w & \ji B-g1ji-Y Installers Name,Address,and Tel.No. Designers Name,Address,and Tel.No. �-o�► ,�bc��aa s�� 9s�i-�osr bsk coA5110tL yi�e.c�,°^5 j__V-asf-4S_H . vno�,eWe 'k M a 0 2-OS6 Mo cno,�n U br-1 hs miA Type of Building: Dwelling No.of Bedrooms Lot Size sq.ft. Garbage Grinder( ) Other Type of Building C�U eS7 �toyS?. No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) -T70 gpd Design flow provided g 8 gpd Plan Date-1 1 ao Number of sheets .1 Revision Date 1 r) 7 J.L Title ?I4r` S�owine Yfo® a,�•Pl Grc,�\•.a dv�� S2Oyit 7e �`5 Size of k Tan Septic b00 p Cz ., aJ , &*, \ &r Type of S.A.S. 2X i S�'t n G Description of Soil Nature of Repairs or Alterations(Answer when applicable) �¢�,oy2 r d'yP5& e_—c -� -re/ Cf W1 Nken) 30000- -t- I0o 6- v�va2 r1%oL",, Co,,,r,-ekk uvw�:-. i�pUSe 4 �.. Gvzr4 In � , C<Qr, box_ � . Siff .•. Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certificate of Compliance has been issued by this Board of Health. Signed Date S �® Application Approved by - Date �•-� _ Application Disapproved by Date Q& for the following reasons I't 0 Permit No. ;20 '—a Date Issued �-a' -<'�-,,.,+M�,^ r; al-.:..'e.. � •..-.+1"j'+n-..». ,s `.'_F'" -,t" r�. } 's .d.'. p �..,,«_. ,k, .. n I _ '° £'_ - „{, .,. �.,.�'.'* ... )50 t ` f` '#'n No. 2 �/ (%� 1 ^^Fee - THE•COrMMONWEALTH`OF MASSACHUSETTS Entered in computer Y61 PUBLIC HEALTH�DIVISION TOWN OF BARNSTABLE, MASSACHUSETTS 'j: � = Yi�atiort for is osaI 6pstem Construction Permit C Application for a Permit to Construct( ) Repair( ) Upgrade( Abandon( ) ❑Complete System ❑Individual Components ti# 3L a' Location Address or Lot No. 39 i 5-E RAJ{E� Nv Owner's Name,Address,and Tel.No. N -.. '�pt,r 1Jq`\PLC Nahci c 1�'j We1Css <r �, Assessor'sMap/Parcel 6JI Q\1�LLE. , MA 1j� 91 -40-. iew JG c�`S5 F��•i �{� p{�'q�(3� � Installer's Name,Address,and Tel.Mo. s Designer's Name,Address,and Tel.No. SON �oc.nnbc`�pn1 5-D� f Gf�lpt5 - f� �rr{ttf��Ii.� f(U1 -�S�'< ��� tMt�1.2r.a r, iJal p e 4 A LOS1. Feb c(^,r%6rru t-U.r1 br( -tavtS Mb A xG S-2 Type of Building: r J Dwelling No.of,Bedrooms Lot Size !�3 11 1 sq.ft. ` Garbage Grinder Other Type�f Building dy e St 4t ov S2 No.of Persons Showers( 4)'"Cafeteria( ) Other Fixtures Design Flow(min.required) 77 v gpd Design flow provided gpd Plan Date 1 1{{ 1a Number of sheets t �� f off- Revision Date ,��,�-r�1 h t e. t Title ow; (40 S rrn.��•nc dv� Size of Septic Tank 000 ►7Uw�o UGu�� ¢f Type of S.A.S. p . Description of Soil 15-00 Nature of Repairs or Alterations(Answer when applicable) te.,,6,A ( ,a�41P5& ri� r -V.K— NP-W _;Z06 7 1 COO 6- gywe0 t e"1na lVr"�`. T Date last inspected: Agreement: # , r ' f l If " j 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_Cod�and not`to place the system in operation until a Certificate of ) ' {Compliance has been issued by this Board of Health V Signed r'. t I) Date LS O Application Approved by �� ^*1 Date _ /�r3 .Q = Application Disapproved by yw` , 1 "�. Date ( J/ � a #' for the following reasons Permit No �-DC�r9cs__A4 & Date;lssued- 3/915 = J THE COMMONWEALTH:OF MASSACHUSETTS BARNSTABLE,MASSACHUSETTS Certificate of Compliance THIS IS TO CERTIFY,that the On-site Sewage Disposal system Constructed aRepaired ., Upgraded( ) Abandoned( 1 by "(�l�F ) ta+ �c,'1^DI.1 (1)y'i(�144 V e at .._�Q 1 Sr�Ay��w A�16 O ld,f`r"T;�V I L LE has been constructed in accordance with the provisions of Title 5 and the for Disposal System Construction Permit No�', —G(�dated Installer J,0r__1 AkAk\3L t.TICS,J Designer C_C IAS'fW" �/ 11� �1 ipi GG #bedrooms t � Approved design flow ° ' 7 V gpd ,,,The issuance of this permit shall not be co strued as a guarantee that the system will function as deessiginf& Date Inspector i f `✓ P -- ----------------- iy No.r= r a t9 Fee THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION-BARNSTABLE,MASSACHUSETTS - jisposal &pstem Construction permit Permission is hereby granted to Construct,(k' 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 Title 5 and the following local provisions or special conditions. Provided:Construction must be completed within three years of the date of this prmit. Date r/'—..1'- 16< Approve&by TOWN OF BARNSTABLE LOCATION 51C; QJREL J ALAE SEWAGE# doao - 06 V VILLAGE. 0 SfC:4eu..1I9 ASSESSOR'S MAP&PARCEL 03 / INSTALLER'S NAME&PHONE NO. E SEPTIC TANK CAPACITY -3,®®® s -9 "90sy LEACHING FACILITY:(type) T- Ste— (size) a() NO.OF BEDROOMS OWNER .Jo-h A PERMIT DATE: A Eli 21da ) 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 -c. 0 G � t�P 1 X w x � Town. of Barnstable �mE Inspectional Services STAB z Public Health Division s6 9. Thomas McKean, Director °�vHtot° 200 Main Street,Hyannis,MA 02601 Office: 508-8624644 Fax: 508-790-6304 Installer& Designer Certification Form Date: 7/27/2021 Sewage Permit# 2020-068 Assessor's Map\Parcel 138/031 can M. Riley,P.E. Designer: Coastal Engineering Co.,Inc. Installer: Jon Hambelton Address: 260 Cranberry Highway Address: 2 Mohegan Street Orleans,MA 02653 Norfolk, MA 02056 On 3/17/2020 Jon Hambelton was issued a permit to install a (date) (installer) septic system at 391 Sea View Avenue,Osterville based on a design drawn by Sean M.Riley,P.E. (address) Coastal Engineering Co.,Inc. dated 01/21/20 (designer) X 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 constructed in compliance with the to rrns of the IAA approval letters(if applicable) tV49F At4 c t >...._ SE1L �^ (Installer' n ure) °1 FSSipNAI EaG (Designer's Signature) (Affix Designer'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. Woaldepts\HEALTMSEWER connecQSEPT1COesigner Certification Form Rev 8.14-13.DOC Commonwealth of Massachusetts Sg d 3 Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments x 391 Sea View Ave I t Property Address 1. VANDER WOLK, HOPE TR Owner Owner's Name information is Osterville '� Ma 02655 7/19/19 required for every page. Cityrrown State Zip Code Date of Inspection Inspection results must be submitted on this form. Inspection forms may not be altered in any way. Please see completeness checklist at the end of the form. Important:when filling out forms A. Inspector Information sl�a 13q on the computer, use only the tab Michael DiBuono key to move your Name of Inspector cursor-do not DiBuono Sewer And Drain use the return Company Name key.. 35 Content Lane Company Address VQ Cotuit Ma 02635 Alf City/Town State Zip Code 508-364-9587 SI 13522 Telephone Number License Number B. Certification I certify that: I am a DEP approved system inspector in full compliance with Section 15.340 of Title 5 (310 CMR 15.000); 1 have personally inspected the sewage disposal system at the property address listed above; the information reported below is true, accurate and complete as of the time of my inspection; and the inspection was performed based on my training and experience in the proper function and maintenance of on-site sewage disposal systems. After conducting this inspection I have determined that the system: 1. ® Passes 2. ❑ Conditionally Passes 3. ❑ Needs Further Evaluation by the Local Approving Authority 4. ❑ Fails 7/22/19 I spector's Signature Date The system inspector shall submit a copy of this inspection report to the Approving Authority (Board of Health or DEP)within 30 days of completing this inspection. If the system has a design flow of 10,000 gpd or greater, the inspector and the system owner shall submit the report to the appropriate regional office of the DEP. The original form should be sent to the system owner and copies sent to the buyer, if applicable, and the approving authority. Please note: This report only describes conditions at the time of inspection and under the conditions of use at that time. This inspection does not address how the system will perform in the future under the same or different conditions of use. t5insp.doc•rev.7/26/2018 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 1 of 18 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments �� 391 Sea View Ave Property Address VANDER WOLK, HOPE TR Owner Owner's Name information is required for every Osterville Ma 02655 7/19/19 page. Cityrrown State Zip Code Date of Inspection C. Inspection Summary Inspection Summary: Complete 1, 2, 3, or 5 and all of 4 and 6. 1) System Passes: ® 1 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: System contains a H2O 2000 Gallon septic tank as well as a concrete H2O 1500 gallon Pump Chamber, a concrete distribution box and a field of pipe in stone 20'x60'x5' 2) System Conditionally Passes: ❑ One or more system components as described in the "Conditional Pass" section need to be replaced or repaired. The system, upon completion of the replacement or repair, as approved by the Board of Health, will pass. Check the box for"yes", "no" or"not determined" (Y, N, ND)for the following statements. If"not determined," please explain. 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): t5insp.doc-rev.7/26/2018 Title 5 Official Inspection Form:Subsurface Sewage Disposal System-Page 2 of 18 Commonwealth of Massachusetts Title 5 Official Inspection Form t Subsurface Sewage Disposal System Form -Not for Voluntary Assessments .�.< 391 Sea View Ave Property Address VANDER WOLK, HOPE TR Owner Owner's Name information is required for every Osterville Ma 02655 7/19/19 page. Cityrrown State Zip Code Date of Inspection C. Inspection Summary (cont.) 2) System Conditionally Passes (cont.): ❑ Pump Chamber pumps/alarms not operational. System will pass with Board of Health approval if pumps/alarms are repaired. ❑ Observation of sewage backup or break out or high static 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): 3) Further Evaluation is Required by the Board of Health: ❑ Conditions exist which require further evaluation by the Board of Health in order to determine if the system is failing to protect public health, safety or the environment. a. System will pass unless Board of Health determines in accordance with 310 CMR 15.303(1)(b)that the system is not functioning in a manner which will protect public health, safety and the environment: t5insp.doc•rev.7/26/2018 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 3 of 18 Commonwealth of Massachusetts Title 5 Official Inspection Form �' la Subsurface Sewage Disposal System Form - Not for Voluntary Assessments u 391 Sea View Ave Property Address VANDER WOLK, HOPE TR Owner Owner's Name information is required for every Osterville Ma 02655 7/19/19 page. Cityrrown State Zip Code Date of Inspection C. Inspection Summary (cont.) ❑ Cesspool or privy is within 50 feet of a surface water ❑ Cesspool or privy is within 50 feet of a bordering vegetated wetland or a salt marsh b. System will fail unless the Board of Health (and Public Water Supplier, if any) determines that the system is functioning in a manner that protects the public health, safety and environment: ❑ The system has a septic tank and soil absorption system (SAS)and the SAS is within 100 feet of a surface water supply or tributary to a surface water supply. ❑ The system has a septic tank and SAS and the SAS is within a Zone 1 of a public water supply. ❑ The system has a septic tank and SAS and the SAS is within 50 feet of a private water supply well. ❑ The system has a septic tank and SAS and the SAS is less than 100 feet but 50 feet or more from a private water supply well**. Method used to determine distance: **This system passes if the well water analysis, performed at a DEP certified laboratory, for fecal coliform bacteria indicates absent and the presence of ammonia nitrogen and nitrate nitrogen is equal to or less than 5 ppm, provided that no other failure criteria are triggered. A copy of the analysis must be attached to this form. c. Other: 4) System Failure Criteria Applicable to All Systems: You must indicate "Yes" or"No"to each of the following for all inspections: Yes No ❑ ® Backup of sewage into facility or system component due to overloaded or clogged SAS or cesspool ❑ ® Discharge or ponding of effluent to the surface of the ground or surface waters due to an overloaded or clogged SAS or cesspool t5insp.doc•rev.7/26/2018 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 4 of 18 Commonwealth of Massachusetts Title 5 Official Inspection Form 1a Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 4 391 Sea View Ave Property Address VANDER WOLK, HOPE TR Owner Owner's Name information is required for every Osterville Ma 02655 7/19/19 page. Cityrrown State Zip Code Date of Inspection C. Inspection Summary (cont.) 4) System Failure Criteria Applicable to All Systems: (cont.) Yes No ❑ ® Static liquid level in the distribution box above outlet invert due to an overloaded or clogged SAS or cesspool ❑ ® Liquid depth in cesspool is less than 6" below invert or available volume is less than Y2 day flow ❑ ® Required pumping more than 4 times in the last year NOT due to clogged or obstructed pipe(s). Number of times pumped: ❑ ® Any portion of the SAS, cesspool or privy is below high ground water elevation. ❑ ® Any portion of cesspool or privy is within 100 feet of a surface water supply or tributary to a surface water supply. ❑ ® Any portion of a cesspool or privy is within a Zone 1 of a public water supply well. ❑ ® Any portion of a cesspool or privy is within 50 feet of a private water supply well. ❑ ® Any portion of a cesspool or privy is less than 100 feet but greater than 50 feet from a private water supply well with no acceptable water quality analysis. [This system passes if the well water analysis, performed at a DEP certified laboratory,for fecal coliform bacteria indicates absent and the presence of ammonia nitrogen and nitrate nitrogen is equal to or less than 5 ppm, provided that no other failure criteria are triggered. A copy of the analysis and.chain of custody must be attached to this form.] ❑ ® The system is a cesspool serving a facility with a design flow of 2000 gpd- 10,000 gpd. ❑ ® The system fails. I have determined that one or more of the above failure criteria exist as described in 310 CMR 15.303, therefore the system fails. The system owner should contact the Board of Health to determine what will be necessary to correct the failure. i 5) Large Systems: To be considered a large system the system must serve a facility with a design flow of 10,000 gpd to 15,000 gpd. For large systems, you must indicate either"yes" or"no"to each of the following, in addition to the questions in Section CA. Yes No ❑ ❑ the system is within 400 feet of a surface drinking water supply ❑ ❑ the system is within 200 feet of a tributary to a surface drinking water supply ❑ ❑ 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 t5insp.doc•rev.7/26/2018 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 5 of 18 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments 391 Sea View Ave Property Address VANDER WOLK, HOPE TR Owner Owner's Name information is required for every Osterville Ma 02655 7/19/19 page. City/Town State Zip Code Date of Inspection C. Inspection Summary (cont.) If you have answered "yes"to any question in Section C.5 the system is considered a significant threat, or answered "yes"to any question in Section CA above the large system has failed. The owner or operator of any large system considered a significant threat under Section C.5 or failed under Section CA shall upgrade the system in accordance with 310 CMR 15.304. The system owner should contact the appropriate regional office of the Department. 6. You must indicate "yes" or"no"for each of the following for all inspections: Yes No ❑ ® Pumping information was provided by the owner, occupant, or Board of Health ❑ ® Were any of the system components pumped out in the previous two weeks? ® ❑ Has the system received normal flows in the previous two week period? ❑ ® Have large volumes of water been introduced to the system recently or as part of this inspection? ® ❑ Were as built plans of the system obtained and examined? (If they were not available note as N/A) ® ❑ Was the facility or dwelling inspected for signs of sewage back up? ® ❑ Was the site inspected for signs of break out? ® ❑ Were all system components, excluding the SAS, located on site? ® ❑ Were the septic tank manholes uncovered, opened, and the interior of the tank inspected for the condition of the baffles or tees, material of construction, dimensions, depth of liquid, depth of sludge and depth of scum? ® ❑ Was the facility owner(and occupants if different from owner) provided with information on the proper maintenance of subsurface sewage disposal systems? The size and location of the Soil Absorption System (SAS) on the site has been determined based on: ® ❑ Existing information. For example, a plan at the Board of Health. ® ❑ Determined in the field (if any of the failure criteria related to Part C is at issue approximation of distance is unacceptable) [310 CMR 15.302(5)] t5insp.doc•rev.7/26/2018 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 6 of 18 Commonwealth of Massachusetts Title 5 Official Inspection Form 'f Subsurface Sewage Disposal System Form Not for Voluntary Assessments �V 391 Sea View Ave Property Address VANDER WOLK, HOPE TR Owner Owner's Name information is required for every Osterville Ma 02655 7/19/19 page. Cityrrown State Zip Code Date of Inspection D. System Information 1. Residential Flow Conditions: Number of bedrooms (design): 8 Number of bedrooms (actual): 8 DESIGN flow based on 310 CMR 15.203 (for example: 110 gpd x#of bedrooms): 880 Description: Number of current residents: 2 Does residence have a garbage grinder? ❑ Yes ❑ No Does residence have a water treatment unit? ❑ Yes ® No If yes, discharges to: Is laundry on a separate sewage system? (Include laundry system inspection ❑ Yes ❑ No information in this report.) Laundry system inspected? ❑ Yes ❑ No Seasonaluse? ® Yes ❑ No Water meter readings, if available last 2 ears usage d 218 9 ( Y 9 (gP ))� Detail: Sump pump? ❑ Yes ❑ No Last date of occupancy: Date t5insp.doc•rev.7/26/2018 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 7 of 18 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments 391 Sea View Ave Property Address VANDER WOLK, HOPE TR Owner Owner's Name information is required for every Osterville Ma 02655 7/19/19 page. City/Town State Zip Code Date of Inspection D. System Information (cont.) 2. Commercial/Industrial Flow Conditions: Type of Establishment: Design flow(based on 310 CMR 15.203): Gallons per day(gpd) Basis of design flow(seats/persons/sq.ft., etc.): Grease trap present? ❑ Yes ❑ No Water treatment unit present? ❑ Yes ❑ No If yes, discharges to: Industrial waste holding tank present? ❑ Yes ❑ No Non-sanitary waste discharged to the Title 5 system? ❑ Yes ❑ No Water meter readings, if available: Last date of occupancy/use: Date Other(describe below): 3. Pumping Records: Source of information: Not provided i Was system pumped as part of the inspection? ❑ Yes ® No If yes, volume pumped: gallons How was quantity pumped determined? Reason for pumping: t5insp.doc•rev.7/26/2018 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 8 of 18 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 391 Sea View Ave Property Address VANDER WOLK, HOPE TR Owner Owner's Name information is required for every Osterville Ma 02655 7/19/19 page. CityfTown State Zip Code Date of Inspection D. System Information (cont) 4. Type of System: ® Septic tank, distribution box, soil absorption system ❑ Single cesspool ❑ Overflow cesspool ❑ Privy ❑ Shared system (yes or no) (if yes, attach previous inspection records, if any) ❑ Innovative/Alternative technology. Attach a copy of the current operation and maintenance contract(to be obtained from system owner) and a copy of latest inspection of the I/A system by system operator under contract ❑ Tight tank. Attach a copy of the DEP approval. ❑ Other(describe): Approximate age of all components, date installed (if known) and source of information: 6/3/2003 Were sewage odors detected when arriving at the site? ❑ Yes ® No 5.. Building Sewer(locate on site plan): Depth below grade: 2 feet Material of construction: ® cast iron ®40 PVC ❑ other(explain): Distance from private water supply well or suction line: feet Comments (on condition of joints, venting, evidence of leakage, etc.): System is vented at the roof line t5insp.doc•rev.7/26/2018 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 9 of 18 Commonwealth of Massachusetts Title 5 Official Inspection Form �a Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 391 Sea View Ave Property Address VANDER WOLK, HOPE TR Owner Owner's Name information is required for every Osterville Ma 02655 7/19/19 page. Cityfrown State Zip Code Date of Inspection D. System Information (cont.) 6. Septic Tank (locate on site plan): Depth below grade: 1.5 feet Material of construction: ® concrete ❑ metal ❑ fiberglass ❑ polyethylene ❑ other(explain) 2000 If tank is metal, list age: years Is age confirmed by a Certificate of Compliance? (attach a copy of certificate) ❑ Yes ❑ No Dimensions: 2000 i Sludge depth: 3 Distance from top of sludge to bottom of outlet tee or baffle 2411 Scum thickness 3" Distance from top of scum to top of outlet tee or baffle 4" Distance from bottom of scum to bottom of outlet tee or baffle 30" How were dimensions determined? Tape Measure Comments (on pumping recommendations, inlet and outlet tee or baffle condition, structural integrity, liquid levels as related to outlet invert, evidence of leakage, etc.): t5insp.doc-rev.7/26/2018 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 10 of 18 Commonwealth of Massachusetts Title 5 Official Inspection Form Ala Subsurface Sewage Disposal System Form - Not for Voluntary Assessments 391 Sea View Ave Property Address VANDER WOLK, HOPE TR Owner Owner's Name information is required for every Osterville Ma 02655 7/19/19 page. CityTrown State Zip Code Date of Inspection D. System Information (cont.) 7. Grease Trap(locate on site plan): Depth below grade: feet Material of construction: ❑ concrete ❑ metal ❑ fiberglass ❑ polyethylene ❑ other(explain): Dimensions: Scum thickness Distance from top of scum to top of outlet tee or baffle Distance from bottom of scum to bottom of outlet tee or baffle Date of last pumping: Date Comments (on pumping recommendations, inlet and outlet tee or baffle condition, structural integrity, liquid levels as related to outlet invert, evidence of leakage, etc.): 8. Tight or Holding Tank(tank must be pumped at time of inspection) (locate on site plan): Depth below grade: Material of construction: ❑ concrete ❑ metal ❑ fiberglass ❑ polyethylene ❑ other(explain): Dimensions: Capacity: gallons Design Flow: gallons per day t5insp.doc•rev.7/26/2018 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 11 of 18 c� Commonwealth of Massachusetts p Title 5 Official Inspection Form la Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 391 Sea View Ave �u Property Address VANDER WOLK, HOPE TR Owner Owner's Name information is required for every Osterville Ma 02655 7/19/19 page. Cityrrown State Zip Code Date of Inspection D. System Information (cont.) 8. Tight or Holding Tank (cont.) Alarm present: ❑ Yes ❑ No Alarm level: Alarm in working order: ❑ Yes ❑ No Date of last pumping: Date Comments(condition of alarm and float switches, etc.): *Attach copy of current pumping contract(required). Is copy attached? ❑ Yes ❑ No 9. Distribution Box(if present must be opened) (locate on site plan): Depth of liquid level above outlet invert Level and at normal level 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.): l5insp.doc•rev.7/26/2018 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 12 of 18 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments 4*i 391 Sea View Ave Property Address VANDER WOLK, HOPE TR Owner Owner's Name information is required for every Osterville Ma 02655 7/19/19 page. Cityrrown State Zip Code Date of Inspection D. System Information (cont.) 10. 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.): Pump chamber is functional and working as designed * If pumps or alarms are not in working order, system is a conditional pass. 11. Soil Absorption System (SAS) (locate on site plan, excavation not required): If SAS not located, explain why: Type: ❑ leaching pits number: ❑ leaching chambers number: ❑ leaching galleries number: ❑ leaching trenches number, length: ® leaching fields number, dimensions: 20'x60'x5' ❑ overflow cesspool number: ❑ innovative/alternative system Type/name of technology: t5insp.doc•rev.7/26/2018 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 13 of 18 �, Commonwealth of Massachusetts Title 5 Official Inspection Form )-1Subsurface Sewage Disposal System Form - Not for Voluntary Assessments 391 Sea View Ave Property Address VANDER WOLK, HOPE TR Owner Owner's Name information is required for every Osterville Ma 02655 7/19/19 page. City/Town State Zip Code Date of Inspection D. System Information (cont.) 11. Soil Absorption System (SAS) (cont.) Comments (note condition of soil, signs of hydraulic failure, level of ponding, damp soil, condition of vegetation, etc.): Pipe in stone. No sign of failure 12. Cesspools (cesspool must be pumped as part of inspection) (locate on site plan): Number and configuration Depth—top of liquid to inlet invert Depth of solids layer Depth of scum layer Dimensions of cesspool Materials of construction Indication of groundwater inflow ❑ Yes ❑ No Comments (note condition of soil, signs of hydraulic failure, level of ponding, condition of vegetation, etc.): t5insp.doc•^rev.7/26/2018 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 14 of 18 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments u— 391 Sea View Ave Property Address VANDER WOLK, HOPE TR Owner Owner's Name information is required for every Osterville Ma 02655 7/19/19 page. Citylrown State Zip Code Date of Inspection D. System Information (cont.) 13. 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.): t5insp.doc-rev.7/26/2018 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 15 of 18 Commonwealth of Massachusetts Ip Title 5 Official Inspection Form � Subsurface Sewage Disposal System Form - Not for Voluntary Assessments t; 391 Sea View Ave F roperty Address VANDER WOLK, HOPE TR Owner Owner's Name information is required for every Osterville Ma 02655 7/19/19 page. City/Town State Zip Code Date of Inspection D. System Information (cont.) 14. Sketch Of Sewage Disposal System: Provide a view of the sewage disposal system, including ties to at least two permanent reference landmarks or benchmarks. Locate all wells within 100 feet. Locate where public water supply enters the building. Check one of the boxes below: ❑ hand-sketch in the area below ® drawing attached separately r I t5insp.doc•rev.7/26/2018 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 16 of 18 7/22/2019 Assessing As-Built Cards TOWN OF BARNSTABLE LOCATION 221 Sin 6!et✓ A✓e SEWAGE#a 003~17� VILLAGE QS�Ir✓���P ASSESSOR'S MAP 8t LOT LJ d 3 INSTALLER'S NAME 8r PHONE NO. S �f SEPTIC TANK CAPAL1TY :2OQ27 4nv7,� LEACHING FACILITY:(type) F�� (size)020 XCo"X. S NO.OF BEDROOMS BUILDER OR OWNE rr/o n u n er PERMTCDATE: H- 2 3-D 3 COMPLIANCE DATE: 2 0 Separatjon Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Fat 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 P�,ti A. / Gar HAN y 90y RooO GO"• [� y 17' i; a K ; https://townofbarnstable.0 s/Departments/Assessing/Property_Values/H Mdisplay.asp?mappar=138031&seq=1 1/2 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments 4 391 Sea View Ave Property Address VANDER WOLK, HOPE TR Owner Owner's Name information is required for every 'Osteryille Ma 02655 7/19/19 page. City/Town State Zip Code Date of Inspection D. System Information (cont.) 15. Site Exam: ❑ Check Slope ❑ Surface water ❑ Check cellar ❑ Shallow wells Estimated depth to high ground water: 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: i You must describe how you established the high ground water elevation: Before filing this Inspection Report, please see Report Completeness Checklist on next page. t5insp.doc•rev.7/26/2018 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 17 of 18 Commonwealth of Massachusetts Title 5 Official Inspection Form I a Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 391 Sea View Ave Property Address VANDER WOLK, HOPE TR e Owner Owner's Name information is required for every Osterville Ma 02655 7/19/19 page. Ci yrrown State Zip Code Date of Inspection E. Report Completeness Checklist Complete all applicable sections of this form inclusive of: ❑ A. Inspector Information: Complete all fields in this section. ❑ B. Certification: Signed& Dated and 1, 2, 3, or 4 checked ❑ C. Inspection Summary: 1, 2, 3, or 5 completed as appropriate 4 (Failure Criteria) and 6 (Checklist)completed ❑ D. System Information: For 8: Tight/Holding Tank—Pumping contract attached For 14: Sketch of Sewage Disposal System drawn on pg. 16 or attached For 15: Explanation of estimated depth to high groundwater included t5insp.doc-rev.7/26/2018 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 18 of 18 35 Content Ln Di : L/D110- n�volcE 0 J Cotait Ma 02635 Date Invoice# mike@capecodtitleflve.com s'P �,L L: tC�GlZ (508)364-9587 7/22/2019 1094 To _ VANDER WOLK,HOPE TR 391 Seaview Ave Osterville,Ma 02655 Terms Due on receipt Item Quantity Description U/M Rate Amount Title Five inspection 391 Seaview Ave. 425.00 425.00 Filing fee 25.00 25.00 Thank you for your business! Please make checks payable to DiBuono Sewer and Drain. Total $450.00 r y r , TOWN OF)BARNSTABLE LOCATION Sedq 1/,'`ec SEWAGE #a®03 171 VILLAGE � ,L�� ASSESSOR'S MAP & LOT /-31?- V 3 INSTALLER'S NAME&PHONE NO. SEPTIC TANK CAPACITY •0! rO LEACHING FACII.TTY: (type) (size) a?0 YCO�X. • NO.OF BEDROOMS r BUILDER OR OWNE yam`«'�'�''� a"► er PERMIT DATE: y—. 3- ®3 COMPLIANCE DATE: Co Z 3 d 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 I 3� a pno 17 3 , � � � , i � ►-PST Town of Barnstable P# Department of Health,Safety,and Environmental Services -_meµ:' IN Public Health llivision Date 03 � � Qn 367 Main Street,Hyannis MA 02601 eARNM11M MAS& Date Scheduled y/ll I03 Time JDAM Fee Pd. Igo AlED MAr� Soil Suitability.Assessment for Sewage Disposal Performed By:SV ffi,,fqr% C(1G�nePl�t\5-}��2� 1��J9n��" Witnesscd By:_SgrY\ Whiff v OD E 1T S�n� is LOCATION & GENERAL INFORMATION Location Address 391 Sea, \AQw P\Vet\V? Owner's NamejefFeSSor\ F. V-ndec wokos-krvt\\e, IMF oZ(0SS Address 280t NorA�N Ocean.B\Vo\. Gu1f Assessor's Map/Parcel: �3� '�3� Engineer's Name S j%Vgr\ Cn9\V\eef�11, NEW CONSTRUCTION REPAIR Telephone# 50 4Z8-334 Land Use _ ReSlAen6\ Slopes(%) O-Z>% Surface Stones Nf A Distances from: Open Water Body 350 t ft Possible Wet Area lqd ± ft Drinking Water Well -,)0(7 } R Drainage Way AIA R Property Line y� ft Other n SKETCH:(Street name,dimensions of lot exact locations of test t st holes&perc tests,locate wetlands in proximity to holes) xvi j Q','11Y.� SCALE: I"= 100' Parent material(geologic) 00kLX) S1r\ -i)q,r\ Depth to Bedrock 500' t Depth to Groundwater: Standing Water in Hole: 9 Weeping from Pit Face 99 Estimated Seasonal High Groundwater �1 ' 'ER1VllNATYON '(JR SAOrIAL CT'wA " R TA>ILR Method Used. r-M AA 10 VL-' -_��( Depth Observed standing in obs.hole: 99 in. Depth to soil mottles: Nb in. Depth to weeping from side of obs.hole: 99 in. Groundwater Adjustment n, Index Well aY MLW i;9. Reading Date:plgrctLo3 Index Well level.7.1 _ Adj.factor 0�_ Adj.Groundwater Level 8&Z (E L I.6S� I';ERCO;LATIt)N TEST bait t 7imc Observation Bole# I Time at 9" Z8 3oseC Depth of Pere 1 Time at 6" Start Pre-soak Time @ �0 O`{ Time&'-6") End Pre-soak D:Z Rate Min./Inch Site Suitability Assessment: Site Passed V_' — Site Failed: Additional Testing Needed(Y/N) Original: Public Health Division Observation Hole Data To Be Completed on Back j Copy: Applicant TEST HOLE - 1 TEST HOLE - 2 LEAVES &TWIGS LEAVES &TWIGS of, A LAYER- 10YR 3/3 EL. 9.0 0 A LAYER- 10YR 3/3 EL. 9.0 DARK BROWN DARK BROWN SILTY SAND SILTY SAND 2" B1 LAYER- 10YR 5/6 EL. 8.8 3" 61 LAYER- 10YR 5/6 EL. 8.8 YELLOWISH BROWN YELLOWISH BROWN MED. SAND I MED. SAND 6" _ B2 LAYER- 10YR 2/2 EL. 8.5 6" B2 LAYER- 10YR 2/2 EL. 8.5 VERY DARK BROWN VERY DARK BROWN ORGANICS ORGANICS 12" B3 LAYER- 10YR 3/2 EL. 8.0 lift B3 LAYER- 10YR 3/2 EL. 8.1 VERY DARK GRAYISH BROWN VERY DARK GRAYISH BROWN SAND W/SOME ORGANICS SAND W/SOME ORGANICS 26" B4 LAYER- 10YR 5/6 EL. 6.8 24" B4 LAYER- 10YR 5/6 EL. 7.0 YELLOWISH BROWN YELLOWISH BROWN FINE- MED. SAND FINE- MED. SAND 36" C1 LAYER- 10YR 6/8 EL. 6.0 37" Cl LAYER- 10YR 6/8 EL. 5.9 BROWNISH YELLOW BROWNISH YELLOW MED. SAND MED. SAND 40" PERC TEST EL. 5.7 41" C2 LAYER- 7.5YR 5/8 EL. 5.6 STRONG BROWN MED. SAND 43" C3 LAYER- 10YR 6/8 EL. 5.4 BROWNISH YELLOW MED. SAND 67" C4 LAYER-2.5Y 6/6 EL. 3.4 OLIVE YELLOW MED. SAND 99" GROUNDWATER ENCOUNTERED EL. 0.75 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 Oc urring Pervious Material Does at least four feet of naturally occurring pervious material exist in all areas observed throughout area proposed for the soil absorption system? YEs the If not,what is the depth of naturally occurring pervious material? Certification I certify that on A�-;j 1995 (date)1 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 t ' 'tg,expertise and a rience described in 310 CMR 15.017. Signature , 0 Date TOWN OF BARNSTABLE LOCATION 3�� 5-eg d eL,..l 41-2f SEWAGE # 7/ VILLAG ASSESSOR'S MAP & LOT 13k 031 INSTALLER'S NAME&PHONE NO. T A4. SEPTIC TANK CAPACITY LEACHING FACILrrY: (type) (size) NO.OF BEDROOMS BUILDER OR OWNS J �' «'���"' u�► e� PERMIT DATE: y,2 3— ®3 COMPLIANCE DATE: t/ Z 3 0 3 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 �r44%� A i 2/ c_ r1 } 1�,` �GI�adM� �M G7/�J "3 *J /� No. V e /7 „ ` Fee W THE COMMONWEALTH'OF MASSACHUSETTS Entered in computer: Yes PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE., MASSACHUSETTS 0pplitation for Miopozaf *pgtem Congtrurtion Permit Application for a Permit to Construct(V)Repair( )Upgrade(V)Abandon( ) 2tomplete System El Individual Components Location Address or Lot No.391 5,ak View Avenue Ow s Name,Addre s and Tel.No. 05kery Mlle , M Ik• 3e -,. � F. ender Vok\ Assessor's Map/Parcel i Z80% Abrkv\ 0 ent\ Bl-44. 1.3 b 031 (ovl Installer's Name,Address,and Tel.No. Desi ner's Name,Address apd Tel.No. Sol�iv4rn EA�qivn2��►n 7�4T beet- KcuwcC" 'P,0 3r 65`I M*rAje oz.�ss ®�- zS-33y Type of Building: Dwelling No.of Bedrooms Lot Size )oU L. Wit. Garbage Grinder WO) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixturecs� Design Flow 888 8 gallons per day. Calculated daily flow 690 gallons. Plan Date /Z/5 1—oz. Number of sheets 1 Revision Date Title FC4iseck saki(- QeA[A IJL Size of Septic Tank Zoe (,AA— Type of S.A.S. 15'x 8d Description of Soil 0-3°' A LPt-YE& - Sto l SAlib 3-37" $ L!JE&-SAiys> w/Some 37`= C L4 er - ftled, S,;rA (Orooj urNer 0 10011 (S�PP Dear,, of Pg 10 q7/ 4r gJ1 ian,, in�e�rtw 'on Nature of Repairs or Alterations(Answer when applicable) Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certifi- cate of Compliance has been issu ' Board f Hea . Signed Date vl*- y O Application Approved by Date ubAi Application Disapproved fodhe following reasons Permit No. a GO .3 -7/ Date Issued y 12 3 A -------------------- - ------------------ Fee h� I ' ' TIDE"C01VIliAONWE LTH F MASSACHUSETTS t Entered in computer: Yes PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE., MASSACHUSE77S -. 2pplication for Mi4o5ar 6pgtem C�onetruction Permit Application for a Permit to Construct(V)Repair( )Upgrade(v)Abandon( ) Q'Complete System D Individual Components Location Address or Lot No.391 5,m V je W Avemope SOw Nmne,Add s and Tel.No. e 'F. tndeFVok 1�ecs�sNerUlle 0. ' n rec Assessor'sMap/Parcel orr\ C tc\ BIVA. 138 031 6.1� Skue,,nnj IiEtA Installer's Name,Address,and Tel.No. Designer's Name,Address and Tel.No. t 50111v4n En����qq;nee���y 7P4I bier' KoacJC P.o-g (05`� t•ville, OZ.(oSS 508- Z8-33y Type of Building: Dwelling No.of Bedrooms Lot Size 1.0 t. sift. Garbage Grinder Wo)_ Other Type of Building i No.of Persons Showers( ) Cafeteria( ) Other Fixtures ;Design Flow 8 gallons per day. Calculated daily flow 8g0 gallons. ;Plan Date Z/5/OZ Number of sheets 1 Revision Date Title ff'ddp ed SPekit_: Qe�fgj_z Size of Septic Tank ZOOO (.JkL. Type of S.A.S. I5 x 8D Red Description of Soil 0-3�' A LA-ye&_- StL y SAN17 -5-57" 137" - Med. 5,,rA rkroo We r 0" ekkr\ Ur -P#- to q71 for '144,AJVAC%� 41rma 'an / Nature of Repairs or Alterations(Answer when applicable) + Date last inspected: "Agreement:- =- The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certifi- cate of Compliance has been is 6y Q Board Hea M Signed Date 4`,� y 0 Application Approved by _S - Date L ".. U Application Disapproved fc0the following reasons o�l'1r7 Permit No. 'a GO 3 -/'71/if Date Issued L/ 3 U THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE, MASSACHUSETTS (Certificate of (Compliance* THIS IS TO CERTIFY, that the On-site Sewage Disposal System Constructed'( )Repaired ( )Upgraded( ) Abandoned( )by at m I Sea DPW Aven jR_ d She ry i ll-e- has been constructed i accordance with the provisions of Title 5 and the for Disposal System Construction Permit No.,'�UU 3 -I 7/ dated Installer Designer The issuance of th' permit0j" not be construed as a guarantee that the system w o s si_ e Date 2,3 Inspector No. of 3 `1-71 Fee THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION - BARNSTABLE., MASSACHUSETTS Mi!6pogar *pztem (Construction Permit Permission is hereby granted to Construct )Repair( )U grade( )Abandon( ) System located at 391 Sea View venue OSiCf v"Oe and as described in the above Application for Disposal System Construction Permit.The applicant recognizes his/her duty to comply with Title 5 and the following local provisions or special conditions. Provided: Construction must be completed within three years of the date of thi rmit. ) Date:_ J a Approved by � � f Town of Barn stable + iARNSFifBLE. • Board of Health P.O. Box 534, Hyannis MA 02601 Office: 508-862-4644 Susan G.Rask,R.S. FAX: 508-790-6304 Sumner Kaufman,MSPH Wayne Miller,M.D. March 25, 2003 Mr. Peter Sullivan, P.E. Box 659 7 Parker Road Osterville, MA 02655 RE: 391 Seaview Avenue, Osterville A= 138-031 Dear Mr. Sullivan, You are granted conditional approval to construct a soil absorption system designed to be connected to a home with a proposed addition proposed with a total of eight bedrooms at 391 Seaview Avenue, Osterville. The approval is granted with the following conditions: 1) Soil evaluations and percolation tests shall be performed onsite and shall be witnessed by an agent of the Board of Health. The soil information shall be included onto revised engineering plans prior to obtaining a disposal works construction permit. 2) Revised clearly readable floor plans shall be submitted to the Public Health Division Office prior to obtaining a disposal works construction permit. 3) The septic system shall be constructed in accordance with the revised plans. Si erely y s, yn iller, M.D. Chai n BOARD OF HEALTH ; TOWN OF BARNSTABLE Q:HEALTH/WP/SullEightBeds DATE: FEE: • iARNgPAgI�, • • tHA88. _ 1639- �� r. REC. BY Town of Barnstable, DATE: Board of Health v 200 Main Street,Hyannis MA 02601 Office: 508.862-4644 Susan G.Rask,R.S. FAX: 508-790-6304 Sumner Kaufman,M.S.P.H. Wayne A.Miller,M.D. VARIANCE REQUEST FORM LOCATION rr \ Property Address: Assessor's Map and Parcel Number: a 0 3 Size of Lot: ' ©%A - Wetlands Within 300 Ft. Yes Business Name: +l)IA No rr Subdivision Name: w/.A APPLICANT'S NAME: U t= r E,2�t.Q r �An►DF�L�� hone Did the owner of the property authorize you to represent him or her? Yes _ No PROPERTY OWNER'S NAME CONTACT PERSON ' Name: � � ZSDW 11 YA+.tp�2 �0� Name: 1—sZ Address: Z.�� I�OP_ C` �t�. L.f Address: `�v c.��- �c7 j 2i={4►+�t � k=�,i�. .. �- ,`���_QA+�I� �5����l L1..L� Phone: Phone: `tjQo, VARIANCE FROM REGULATION(List Rcg.) REASON FOR VARIANCE(May attach if more space needed) NATURE OF WORK: House Addition 13 House Renovation C1 Repair of Failed Septic System Checklist(to be completed by office staff-person receiving variance_request application) _ Four(4)copies of the completed variance request form _ Four(4)copies of engineered plan submitted(e.g.septic system plans) _ Four(4)copies of labeled dimensional floor plans submitted(e.g.house plans or restaurant kitchen plans) _ Signed letter stating that the property owner authorized you to represent him/her for this request _ Applicant understands that the abutters must be notified by certified mail at least ten days prior to meeting date at applicant's expense =: (for Title V and/or local sewage regulation variances only) _ Full menu submitted(for grease trap variance requests only) _ Variance request application fee collected.(no fee for lifeguard modification renewals, grease trap variance renewals [same owner/leasee only],outside dining variance renewals[same owner/leasee only],and variances to repair failed sewage disposal systems [only if no expansion to the building proposed]) Variance request submitted at least 15 days prior to meeting date VARIANCE APPROVED Susan G.Rask,R.S.,Chairman NOT APPROVED Sumner Kaufman,M.S.P.H. REASON FOR DISAPPROVAL Wayne A.Miller,M.D. C:\Documents and Settings\decollik\Local Settings\Temporary Internet Files\OLKFB\VARIREQ.DOC Jan 17 03 12:31p J. F. Vanderwolk , 561 274-8586 p.2 • pwTh F df.014rdr.01 L.F.F.F.F ZOO, GuC�;'• kr1-414rroi bunxiW7 i^Nmdwvc lean ao .DAY � � r.r• R a r7.1,v ilvc: ` — �o��R� 1 }-aesK Porch irt,159�R . EeDRoa�t % s r 7"A yY1�S1"C�: ���jnaG�tr St�c�f- T�� D s�uo 8Y .5!l P 5 ari y"' 13N ," t A 714 Cl FF„. l'l 5 r 13 — ��G✓n D �ID ti Jan 17 03 12:31p J. F. Vanderwoik 561 274-8586 - p.3 joy 9 • porch 771 -7777 7777 1 Crv,NG 4 "D 5 Tb Porch ` SAT q � 4 n IF-4 ------------------------ • y --- / y LAJ L -- ----- ----------- ------------------------------------------- i 3 E 91 SEAVIEV4 �y --- - -_ ! :? AVENUE d L � ee�s.m� ♦ .or i _—_— _ ♦ _ O — i f R FIRST FLOOR PLAN A RSf R.CCR PLAN A3 w \ No. Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE., MASSACHUSETTS 01pprication for Migooal 6potem Con!5truction Permit Application for a Permit to Construct( )Repair( )Upgrade(x)Abandon( ) >kComplete System ❑Individual Components Location Address or Lot No. Q 1 S EA V I S W .4 VC Owner's Name,Address and Tel.No. L I< osfeRVILLtr �,4 S S 3eFFemsory f=-. VI3NpE2 w Assessor's Map/Parcel 2 S O I t-+u r r 41 0 c e ,9Iv r3 LV D, . 1_1� 9 3 G�uL - sw2 E.4 FL A - Installer's Name,Address,and Tel.No. Designer's Name,Address and Tel.No.5-09—ZI 22 Fr—33 t4 y cur Sri tZ QasD �2Irvy Irvc. . OsttE _V/i.Ga 1)),4 S Type of Building: 3 P ro P. Dwelling No.of Bedrooms 6- �=x 1 51'. Lot Size 1 o O q ��sq-€e. Garbage Grinder( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow F5 d gallons per day. Calculated daily flow PCs gallons. Plan Date D e C, 8-, 200 1- Number of sheets I Revision Date Title PRO PosED SePT/c UPar A DE Size of Septic Tank 2 0 0 0 GAL La/!is Type of S.A.S. 1 V® 'L-1--Ae1,g uy B&D it Description of Soil 0-3 DIc BftW, 6ILtY SAND 1`0YIZV3 : 3�-GVsusk 132NMAsD3,01poIayit /t : /,-II�� V. DK.61ZP. or&AA-_ 10y1z2�z_I1-2y 10YR 3/2 : 2�i -37 Ytc�sNI32N s,9n�e IoVIZSIZ 24 _37 ft&t'ISh YEL.MED. SAND. 37= 41u3tr 132W MB0. SANG 7,oy1'Z,51� `; 1- 4V BrN6sy %i�L.M6DS.O/NA 10VRL/S 5 '43"to-7it j &r-. ec. it?yae I-; 1,7'=10o110LIVGYe�L /WGP Nature of Repairs of Alterations(Answer when applicable) 9'4Nn .*a -2'6-y e/r_ Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certifi- cate of Compliance has been issued by this Board of Health. Signed Date Application Approved by Date Application Disapproved for the following reasons Permit No. Date Issued --------------------------------------- THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE, MASSACHUSETTS Certificate of (Compliance THIS IS TO CERTIFY, that the On-site Sewage Disposal System Constructed( )Repaired( )Upgraded(k) Abandoned( )by at 30/] --EA IS/EW VE 0- 't�21/1LL� . f"AS s has been constructed in accordance with the provisions of Title 5 and the for Disposal System Construction Permit No. dated Installer DesignerSLILLI V.4W E ivG-1!V[ (21/✓� 1/t/� . The issuance of this permit shall not be construed as a guarantee that the system will function as designed. Date Inspector --------------------------------------- No. Fee THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION - BARNSTABLE, MASSACHUSETTS �Digogar 6pgtem Congtructiou Perron Permission is hereby granted to Construct( )Repair( )Upgrade OO Abandon( ) System located at 3q I SSA- Ill Eu/ AP,6-- . 042t—�— 111L-L F.e M'aSS and as described in the above Application for Disposal System Construction Permit.The applicant recognizes his/her duty to comply with Title 5 and the following local provisions or special conditions. Provided:Construction must be completed within three years of the date of this permit. Date: Approved by I �R X. No. Fee r , 1 Entered in computer: THE COMMONWEALTH OF MASSACHUSETTS Yes `PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE., MASSACHUSETTS --l[pplication for Migpaal *pgtem Congtruction Permit Application for a Permit to Construct( )Repair( )Upgrade(x)Abandon( ) Complete System ❑Individual Components Location Address or Lot No. 3 9 1 S E A V I E W AV 5_ Owner's Name,Address and Tel.No. o L(< OS-'ERVILLIF /yI/� 5 S v r ZeFrFaRSo/ VA"(>ETL W Assessor's Map/Parcel _S 0 1 N a r T 44 0C L:,Q N a t-V 1> • � 13 3 ( Cut - s112E F1.4 - Installer's Name,Address,and Tel.No. Designer's Name,Address and Tel.No.509-—N 2 s-—33 N y rU�Llva/v clvam-i tra trvy 1rvc. . > n,�ri4 R 9.G,StE'12V1LL.S 4 /II S S Type of Building: 3 h ro P. Dwelling No.of Bedrooms S L=X L s t� Lot Size I .O ci AGsq-t. Garbage Grinder( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow gallons per day. Calculated daily flow Fs Fr_ gallons. , Plan Date D G C. .5 Zaa Z Number of sheets I Revision Date Title PROPdsED 5EpT1c. UPGfADC Size of Septic Tank 2-000 GO LGa/!/S Type of S.A.S. 15 X 9a LEIaCh rlVs QED Description of Soil 0-3 O k M IX W. S 10 Y S O.VD l o y 1Z 3 : 3'-6"*V E tiS N BPA,,M r D S/JNA 161 M s/L : 1,-I 1 V. DK.13RP. 0r&4A1- 10yR2/� 11-' 211of 10YR 3/2. ; 24'0-37'fVCl 15YSRIV5/an k 1012S�L� Z4��3-7 $RN'ISh Y5L. MED 5,41V0 i 37 " 41' Str 13RW MED SAND 7.; Yf 5-� '11- 41 f3tNti5N Y�� Mans,on-n tOVRL/S f 43"-6711 i Brmyt- .- b-7'=fool'Oc.Ivt WFL MG'ft Nature of Repairs or Alterations(Answer when applicable) Date last inspected: y Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Code and not to place the system iw operation until a Certifi- cate of Compliance has been issued by this Board of Health. Signed Date Application Approved by Date Application Disapproved for the following reasons Permit No. Date Issued THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE, MASSACHUSETTS Certificate of (Compliance THIS IS TO CERTIFY, that the On-site Sewage Disposal System Constructed ( )Repaired( )Upgraded(S( ) Abandoned( )by at 3q 1 S" V1 E'W 9 VE- O-S'>E2V1 L L.E . /Y1 p 5 s has been constructed in accordance with the provisions of Title 5 and the for Disposal System Construction Permit No. dated Installer Designer-S4jLLIVAA.-IC-"e-lIVk3E'(21A/,G We- The issuance of this permit shall not be construed as a guarantee that the system will function as designed. Date Inspector o. Fee THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION - BARNSTABLE. MASSACHUSETTS rjiopozal *proem Cougtruction. Permit Permission is hereby granted to Construct( )Repair( )Upgrade Abandon( ) System located at 3c7 and as described in the above Application for Disposal System Construction Pemut.,The applicant recognizes his/her duty to comply with Title 5 and the following local provisions or special conditions. Provided:Construction must be completed within three years of the date of this permit. Date;_ Approved by f Jan 10 03 04i53p J. F. VanderwoIk 561 274-8586 p. 1 01/09/20P3 17,26 5094283115 SULLIVAN EW-- INC PAGE 92 ' January'8, 2003 Town of Barnstable Board of Health 200 Main Street Hyannis, MA 02601 Dear Board of Health, As owner of the property located at 39-l-Sea View Ave., intOsteryfl9e please be advised that Peter Sullivan of Sullivan Engineering has my permission to represent me before your board in matters relating to a septic upgrade at my nmPPrty. ' Sincerely, MAP 13 ,jefferson Vander Woik PARCEL a F THE )AHISTASLL,MAZL • (�/�/p . �yy� •{ '.nM Epp 1639. 367 MAIN STREET. HYANNIS, MASSACHUSETTS 02601 a TOWN OF BARNSTABLE - EMERGENCY ORDER FOR WORK UNDER MASS. G. L. Ch. 131 Sec. 40 AND TOWN OF BARNSTABLE BY-LAW ARTICLE XXVII' TO: Mr. Gordon LeBlanc c/o Marney & Lahteine 44 Warren Avenue Osterville, Mass. 02655 Y } r Project Location: 405 Sea View Avenue (property of Elizabeth Fox) ' Osterville, Mass. Date: March 17, 1983 Pursuant to the authority of G. L. Ch. 131 sec. 40 and Article 27 of the Town of Barnstable By-Laws, emergency,work •necessitated by the,need to excavate and repair a broken drainage pipe which-.has_caused flooding of the road,constituting a public safety hazard, may proceed, to alleviate the existing flooding condition. _ A Notice of Intent shall be filed for theL•entire project within two weeks .of the issuance of this Emergency Order. The Emergency Work permitted herein shall be-accomplished -within 30 days from the date of this order. Chairman, Conservation Commission • - .. 12A9 A6. 1 _ - JL 'LAc- \ \ a4 J 5t0-5 `� �1 At Z. SIB 0 S ' S+yS �' - - �,,.„•� ,,�,�'• e' III �Ao 'y �' r vim'. �+� ,�„ .` r• o,3 3 a,,, F' oAY— ll XA . j SCAL THE DIRECTION OF SOBS THE . . . PREPARED .UNDER - - - BA.RNSTABLE BOARD OF INC.ASSESn n s AVIS AIRMAP V AW10 / :3lUIS �/�' ANTHONY D. CORTESE Se. D 410&46JP,l W Wed" PAUL T. ANDERSON #aMad'eaea one Regional Environmental Engineer ,947--1239, kme 680-684 March 25, 1983 This Department is in receipt of the -roll okti nc , appl i cati on -filed i n accordance with the Wetlands Protection Act, general La°-rs, Chapter 131, •Section nD ("the Act"): Rame 44 Warr-An AvAn i , Q tteXv� i 11.. Maaeaebi:sptra 02655 Owner of Land City/To,vin Rarre at , 1 Location 405 :ea y4 air Avenue This project has been given the fol 1 ot4i ng -°letl ands file nuraLer in accordance with th-e Act, G -971 The following information is missing and rust be forwarded to this office for Complete filing in accordance ti th the ct { ) Notice of Intent ( ) Environmental Data Fora .' ( ) Locus Map { ) Plans ( ) The plans for * the seeaCe disposal syster:.� appear not to meet the requirements of Title S of The State Environmental Code for. the folIawinn reasons(s): t:evie7*0 `uyi.th the board of Ilea Ith. (, Coastal 1:1etlands regulation 27, 2 should be reviewed prior to hearing, A Chapter 91 License or Perrit is not required by the' Division of Waterways.{ ) Application has been forwarded to the Division of llatemays to determine if a Chapter 91 License or Pemit is reruired. A. clecision regarding Chapter 91 jurisdiction will be issued by the Division of llater�-lays no'later than (mil Was pipe iristallcd by Ifosquito Control-Project-7. Issuance of a file number indicates only! completeness of the file and not aeproval of the. application. .For the Corizilissioner 7 o56rtP.. Factan cc: Conservation Com-ission Deputy ".evional Environmental Engineer ( ) Board of Health ( ) Coastal Zone Management WETLAND.PROTECTION ACT ENVIRONMENTAL DATA FORM 1. All parts of this form are to be filled out by the applicant or his agent under the provisions of G.L. C. 131, S. 40. 2. Where a section is not relevant to the application.in question,-the words "Not Applicable",should be entered on the appropriate line. NAME OF APPLICANT Elizabeth Fox ADDRESS OF APPLICANT 9 Bayberry Rd. New Canaan, Cto 06840 MUNICIPALITIES WHERE ,ACTIVITY IS PROPOSED AND NOTICE IS FILED Town of Barnstable DESCRIPTION OF PROPERTY INVOLVED IN APPLICATION (including the dimensions of any existing build- ings, decks, marinas, existing cesspools) Approx. 2z acres of land w/single family house DESCRIPTION OF MODIFICATIONS PROPOSED ON THE SITE, including grading, dredging, removal of vegetation, etc. Uncover existing swamp drainage pipe,locate break & repair to original con-. A. SOILS altion 1. United States Department of Agriculture Soil Types (show on map) Unknown 2. Permeabb�A of soil on the site. (Dates of testing) T 3. Rate of Percolation of Water through the soil. (Dates of testing) N/A B. SURFACE WATERS 1. Distance of site from nearest surface water (date of measurement) 25 ' 2. Sources of runoff water Swamp 3. Rate of runoff from the site Unknown 4. Destination of runoff water Ground & ocean 5. Chemical additives to runoff water on the site None C. GROUND COVER (please use % or number of sq. feet) 1. Extent of existing impervious ground cover on the site: Unknown , 2. Extent of proposed impervious ground cover on the site. 3. Extent of existing vegetation cover on the site. Beach grass 4. Extent of proposed vegetation cover. on the site. We- will attempt to replace in original order 5.`Total area of site. We will excavate an area of approx. 5 'x5 'x5" deep to locate pipe & hope- 1ully locate breaK & repairo Ontil we dig in the area, we w1ii not Know the amount of total area disturbed Page 3 r I. BOAT YARDS, DOCKS, MARINAS 1. Capacity of marina (number of boats, running feet) N/A 2. Description of docks and floats (site dimensions) N/A 3. Description of sewage pumpout facilities (type of ,waste disposal) N/A 4. Description of fueling facilities and fuel storage tanks N/A 5. Description -of fuel spill prevention measures and equipment ` N/A J. IMPACT OF PROPOSED ACTION APPLIED FOR 1. Effects on plant species (upland and marine) Minimum-only temporary 2. Effects on marine species (shellfish, finfish) None 3. Effects on drainage and runoff Improve drainage & runoff_ 4. Effects on siltation of surface waters _ Improve _ 5. Effects on groundwater quality None 6. Effects on surface water quality None *7. Effects on wildlife None *S. Effects on recreational interests None *9. Effects on aesthetic interests Improve K. ALTERNATIVES TO PROPOSED ACTION. 1. Describe alternatives to the requested action None 2. Describe the,benefits of the requested action over the alternatives and why it .was selected We wish only to repair an existing swamp drainage pipe *Questions relate- to interests of Ch.>III .Art. XXVIII of Town of. Barnstable By-Laws Page 5 f - - . - c/dze TJamm¢nuReaCGh "¢�////zaQdccir�i.ccde��J < ey/afe %ZecCama�cavz c%l�oa.xa.� CAPE COD MOSQUITO CONTROL , PROJECT Y CAPE COD CIVIC BUILDING. COMMISSIONERS: 149 FALMOUTH RD. HYANNIS, MASS. 02601 - CHESTER.E. CROSS, PH.D., SANDWICH CHAIRMAN TELEPHONE (617) 775-151 O - 775-1668 ARNOLD W. DYER, FALMOUTH VICE-CHAIRMAN ; OSCAR W. DOANE, JR. GENE MCAULIFFE, FALMOUTH SUPERINTENDENT - SECRETARY-TREASURER _ JOHN W. DOANE ASSISTANT SUPERINTENDENT t _ October 19 1982 ` Barnstable Conservation Commission Town Hall ' Hyannis , Massachusetts 02601 Re: Fox Property, Sea View Avenue, Wianno To Whom It May Concern : �. I would like to bring to your attention that the drainage culvert that goes under Sea View Avenue through the :Fox Property into .Nantucket Sound ha's recently -broken in two places . Both of .the places are on the beach and a hole is beginning to develop on the beach from the sand washing down into the pipe. It is my understanding that Marney & Lahteine will be. representing the Fox family ,to get the necessary work done to repair the drainage pipe. Our records show that this system has functioned without any major difficulties since the early 19301s. We do support the efforts of the property owner in the repairing of the culvert , and we would hope that this mat- ter would be acted upon favorably by your commission. If we can be of any help to you, -please do not hesi- tate to contact us. Sincerely, John W. Doane Assistant Superintendent JWD/ml OCT 1 cc: Marney & Lahteine g � f "LAblic anding py o• � 1'u �% \\ �.� 3 �� ..Q K =!l� of • a U ke Neck p Parr•o l` Pond:7" 6O?Zd114, ,pQr.,Y •• s `GO 4608 ianno -,1\ •�• 1�- �� • Q• //fin�J' ';. } . \ c� ifI'�I�) t e:: Faa �Z`-_\ k .. ���.i :..f--�•.if . it SE • �'o�n. Y 4607, - -Beach al light e 4 \ 4606 , 4605 27 3 5' t604 - 1.7 - 0 • ' t : • • PROPERTY w, Legend - - Parcels Town Boundary #452 J Railroad Tracks Buildings 1, Painted Lines ►� #344 # Parking Lots Paved 474 '„P'# 1 y, , Unpaved � #324 �i � Driveways #380 .. I '.V Paved # 29. Unpaved i - Roads " Paved Road I Unpaved Road Bridge f�-�''� '�y,.:� !♦ Paved Median Streams #323 Marsh i---`�—, - Water Bodies t -SEA VIE.W AVE #405 e, �` --- -- #4 47 s* 4 #3i7 #439 i.� #457 �}t 4 #45 9 N � U,p , Map printed on: 8/21/2017 This map is for illustration purposes only.It is not Parcel lines shown on this map are only graphic Town of Barnstable GIS Unit adequate for legal boundary determination or representations of Assessor's tax parcels.They are Feet regulatory interpretation.This map does not represent not true property boundaries and do not represent 367 Main Street,Hyannis,MA 026ot O 167 333 an on-the-ground survey.It may be generalized,may not accurate relationships to physical objects on the map 508-862-4624 reflect current conditions,and may contain such as building locations. Approx.Scale: 1 inch= i67 feet cartographic errors or omissions. gis@town.barnstable.ma.us ! ! PR OPERTY MAPS Legend BARNSTABLE Road Names #32 4 IkA A0 # 3 # #•384 --#299 #=32 #3 i w #�7 , �y y r #43 E'.. Map printed on: 8/21/2017 This map is for illustration purposes only.It is not Parcel lines shown on this map are only graphic Town of Barnstable GIS Unit adequate for legal boundary determination or representations of Assessor's tau parcels.They are Feet regulatory interpretation.This map does not represent not true property boundaries and do not represent 367 Main Street,Hyannis,MA 026oi 0 167 333 an on-the-ground survey.It may be generalized,may not accurate relationships to physical objects on the map 508-862-4624 reflect current conditions,and may contain such as building locations. Approx.Scale: 1 inch= i67 feet cartographic errors or omissions. gis@town.barnstable.ma.us TOWN • gl BARNSTPROPERTY, x PS o .- ,_ r Legend ` Road Names I 138023 +o _ #347 J!' ,� fit,• V . 01 t � 'F �" � 1 '•9 32 _ { i +b uf► Map printed on: 8/21/2017 This map is for illustration purposes only.It is not Parcel lines shown on this map are only graphic Town of Barnstable GIS Unit adequate for legal boundary determination or representations of Assessor's tax parcels.They are Feet regulatory interpretation.This map does not represent not true property boundaries and do not represent 367 Main Street,Hyannis,MA o26oi O 83 167 an on-the-ground survey.It may be generalized,may not accurate relationships to physical objects on the map 508-862-4624 reflect current conditions,and may contain such as building locations. Approx.Scale: i inch= 83 feet cartographic errors or omissions. gis@town.barnstable.ma.us ' Legend TOWN OF PROPERTY MAPS BARNSTABLE Road Names j ,t a 138024 - Map printed on: 8/21/2017 This map is for illustration purposes only.It is not Parcel lines shown on this map are only graphic Town of Barnstable GIS Unit adequate for legal boundary determination or representations of Assessor's tax parcels.They are Feet regulatory interpretation.This map does not represent not true property boundaries and do not represent 367 Main Street,Hyannis,MA 026o1 O 83 167 an on-the-ground survey.It may be generalized,may not accurate relationships to physical objects on the map 5o8-862-4624 reflect current conditions,and may contain such as building locations. Approx.Scale: 1 inch= 83 feet cartographic errors or omissions. gis@town.barnstable.ma.us TOWN OF PROPERTY MAPSw r, i7- - � • BARNSTABLE '•-• - - R _ #4r _ u��`. - ,-��.'��c,yam! _` ,' "�,u�a���` 4t�.. •''tY*! �t `I� � _ -.yam_-ta,�'f�, sa. ���ti'LYal • �. ^�•�� �y � i{RK.�c �is+„ i "rc , tz 7 _ ,.•�,4�,,, cjl�•.o,�+a •�1 � s'■C'� .• ,a�. l�oya..t �•�'$'tw 'ems�f• ���c... .'_. +a � �� l�"+,-� ��� `;f:ir 1rl � �, .:; "►..� �', � h�L?�s •sr. �_ s rr' ����~♦\•�2. ot— r ^ ems... _ ti ��'�l .�°.i`Zer��if���„'t t5�43^ �t s __s +r ��N� ��'K:Y�,,••s a a, �ti' ,, Li` s" • .- i -4�. 'fir• { a ~ - • # �. '4.! • �1.. Zf+•�! ` 1 ,,,.r IF •' �aa'* .s. �_-.. - "•�wy! - "' may,'`', ems• ��..-�._*+�� •� �•Y4.. � e _-- �,► .'1 - i. ��.-J�!'��� �.. tea`- a � �•,`s �K. `� ��';.• _ -ate-r� ��. +. .s• y'r .�7� 'R� �� ���•-ti '�,' '. a •- � . ''�•►� �• •�� -�.'� .. �'-� i,}Q,'+�� �t •;�=s'- � � �,r�� '�;.1~�►_ T'•'fie,. a -, �s 1-� � � *r�ii, i •A��'i� �'�1 � �•l� ♦a ;'� `i. �.a'►i � �r. ;',. ~r�i�j•4 yy._ �. . _ �:•:.�l.�t�'a'Yf'1■iTla'�"_ '�.: ,1, c �� � `i'-: s �.•,r �y��� � �'i',�E•. ��. ♦ `-.� '�. �'1 la ��� � �t�4 o• •• • !u ! , ! ! ! gis@town.barnstable.ma.us • ! • • • • • Legend • — Road Names R@ , t31021 w 38 24 •—'� • r w 4 �~1 Map printed on: 8/21/2017 This map is for illustration purposes only.It is not Parcel lines shown on this map are only graphic Town of Barnstable GIS Unit adequate for legal boundary determination or representations of Assessor's tax parcels.They are Feet regulatory interpretation.This map does not represent not true property boundaries and do not represent 367 Main Street,Hyannis,MA 026o1 O 83 167 an on-the-ground survey.It may be generalized,may not accurate relationships to physical objects on the map 508-862-4624 reflect current conditions,and may contain such as building locations. Approx.Scale: I inch= 83 feet 0 cartographic errors or omissions. gis@town.barnstable.ma.us - A M r # r r r Legend r a. .. Road Names qL f ' �• a} 138032 • .,, �. - #377 138031 391 f` 138024 - r • 4 P •Wy ' f + � t T � 1 _ Map printed on: 8/21/2017 This map is for illustration purposes only.It is not Parcel lines shown on this map are only graphic Town of Barnstable GIS Unit adequate for legal boundary determination or representations of Assessor's tax parcels.They are Feet regulatory interpretation.This map does not represent not true property boundaries and do not represent 367 Main Street,Hyannis,MA 026oi O 42 83 an on-the-ground survey.It may be generalized,may not accurate relationships to physical objects on the map 5o8-862-4624 reflect current conditions,and may contain such as building locations. Approx.Scale: I inch= 42 feet cartographic errors or omissions. gis@town.barnstable.ma.us rip (.GPo-pr C 6;rv,,,�,d f Orr d� I � { woe a. *THE Epp nun 1639. �D MAR k' 367 MAIN STREET. HYANNIS, MASSACHUSE"TTS 02601 TOWN OF BARNSTABLE - EMERGENCY ORDER FOR WORK UNDER MASS. G. L. Ch. 131 Sec. 40 AND TOWN OF BARNSTABLE BY-LAW ARTICLE XXVII' TO: Mr. Gordon LeBlanc c/o Marney & Lahteine 44 Warren Avenue Osterville, Mass. 02655 Project Location: 405 Sea View Avenue (property of Elizabeth Fox) Osterville, Mass. Date: March 17, 1983 i Pursuant to the authority of-G. L. Ch. 131 sec. 40 and Article 2- of the Town of Barnstable By-Laws, emergency work necessitated by the need to excavate and repair a broken drainage pipe which has caused flooding of the road,constituting a public safety hazard, may proceed, to alleviate the existing flooding condition. A Notice of Intent shall be filed for the entire project within two weeks of the issuance of this Emergency Order. The Emergency Work permitted herein shall be accomplished -within 30 days from the date of this Order. ro Chairman, Conservation Commission 12A9 AC' JL AL \ / Y � - 5pa-5 S 1 106% co Tcl F rk . _ . . ,AIL - ,. .� ,� • SCOL THE PREPARED UNDER THE DIRECTION OF BARNSTABLE BOARD OF ASSESSORS n n AVIS AIRMAP ►NC_.- ��t _Toawwwwt.0/ ANTHONY D. CORTESE Sc. D .7oudea,6t Re a7 , ARom&Oner1eV PAUL T. ANDERSON Regional Environmental Engineer .947-f, 3-1, Le. 6'80-6',Y4 March 25, 1983 `This Department is in receipt of e fo11 o,,vd nr- application filed in accordance with the Wetlands Protection Pict, e3eneral La;-is, Chapter .131, Section r0 ("the Act"): J . ►lartle - .1%a Marna ar r;nj;ii&n. T. -1aRlann _ 44 Warr--F!n Ave.+n.i F 03§tAryi 17g. 'Man aachwgat".ta 026 Owner of Land City/Town Rgrees �a]�le Location 405 :ea ill aw Avenue This project has been given the fol l c 4i nC Idetl ands file nurber in accordance with 'the Act, 5R 3-97 The following information is missing and must be fon�tarded� to this office for a complete filing in accordance with the Act: ( ) Notice of Intent ( ) Environmental Data Fora ( ) Locus Map ( ) Plans ( ) The plans for * the seware disposal system appear not to rrieet the requirements of Titles of The Stake Environmental Code for. the fo.1Iawinn. reasons(s): Ueview Uyilt-h the. Doard:of Health. ( Coastal l,etlands Regulation 27 2 should be reviewed prior to hearing. A Chapter '91 License or Perris is not required by the 'Division of Waterjays. ( ) Application has been for.,jarded to -the Division of Ulatemcays to determine. if a C„apter 91 License or Pewit is required. . A decision regarding Chapter _ 31 jurisdiction will be issued by the Division of ilatenvrays.no later than (=4 Was pipe installed by Mosquito Control Project? Issuance of a file number indicates only completeness of the file and not approval of the application. For the Corxiiissioner Eobert P. Fac;an cc: Conservation Commission Deputy ":epional Environmental Engineers. (' ) Board of Health ( Coastal Zone Management a WETLAND PROTECTION ACT ENVIRONMENTAL DATA FORM 1. All parts of this form are to be filled out by the applicant or his agent under the provisions of G.L. C. 131, S. 40. 2. Where a section-is not relevant to the application in question, the words "Not Applicable should be entered on the appropriate line. NAME OF APPLICANT Elizabeth Fox ADDRESS OF APPLICANT { 9 Bayberry Rd. New Canaan, Ct. 06840 , MUNICIPALITIES WHERE ACTIVITY IS PROPOSED AND NOTICE IS FILED Town of Barnstable DESCRIPTION OF PROPERTY INVOLVED IN APPLICATION (including the dimensions of any existing build- ings, decks, marinas, existing cesspools) Approx. 22 acres of land w/single family house DESCRIPTION OF MODIFICATIONS PROPOSED ON THE SITE, including grading, dredging, removal of vegetation, etc. Uncover existing swamp drainage pip e,locate break & repair to original con- A. SOILS ition . 1. United States Department of Agriculture Soil Types (show on map), Unknown 2. Permeability of soil on the site. (Dates of testing) 3. Rate of Percolation of Water through the soil. (Dates of testing) N/A B. SURFACE WATERS 1. Distance of site from nearest surface water (date of measurement) 25 ° 2. Sources of runoff water Swamp 3. Rate of runoff from the site Unknown 4. Destination of runoff water ' Ground & ocean 5. Chemical additives to runoff water on the site None C. GROUND COVER (please use To or number of sq. feet) 1. Extent of existing impervious ground cover on the site: Unknown 2. Extent of proposed impervious ground cover on the site. 3. Extent of existing vegetation cover on the site. Beach grass 4. Extent of proposed- vegetation cover on the site. We will attempt to replace in original order '5. Total area of site. We will excavate. an area of approx: 5 °x5 'x5' deep to locate pipe & hope- fully y ocate break repalr. nti we dig in the area, we will not know the amount of total area disturbedpage 3 d, I. BOAT YARDS, DOCKS, MARINAS 1. Capacity of marina (number of boats, 'running, feet) N/A * ., 2. Description of docks and floats (site.dimensions) " 3. Description of sewage pumpout facilities (type of waste disposal) N/A 4° Description of fueling facilities and, fuel storage tanks' N/A , 5. Description of fuel spill prevention measures 4and equipment; N/A J. IMPACT OF PROPOSED ACTION APPLIED"FOR.; 1. Effects on plant species- (upland and marine) Minimum-only temporary, 2. Effects on marine species (shellfish, finfish) , None 3. Effects on drainage and runoff Improve drainage & runoff 4. Effects on siltation of surface waters _ Improve 5. Effects on groundwater quality None 6. Effects on surface water quality None *7. Effects on wildlife A None . � �.� ,�� •. ., *8, Effects on recreational interests None *9. Effects on aesthetic interests - Improve K. ALTER•NATIVES TO PROPOSED ACTION - 1. Describe alternatives to. the requested action 4 `� r - - .. None . 2. Describe the benefits of the requested action. over the alternatives and why it-was selected We wish only to repair an existing swamp draxnag=e pipe *Questions, relate to interests of Ch. III Art. %gVIII of Town of Barnstable 'By-Laws Page 5 `' R - -_ '� e./dze TDamarearccrReaCGfz a¢ ./U(aG�ar�t.ccde`�J e7la�e _JLeeCama/can e'�oaxer/ _ CAPE COD MOSQUITO CONTROL PROJECT CAPE COD CIVIC BUILDING COMMISSIONERS: 149 FALMOUTH RD. - - CHESTER E. CROSS, PH.D., SANDWICH HYANNIS, MASS. 02601 CHAIRMAN TELEPHONE (617) 775-1510 775-1668 ARNOLD W. DYER, FALMOUTH VICE-CHAIRMAN OSCAR W. DOANE, JR. GENE McAULIFFE, FALMOUTH SUPERINTENDENT - SECRETARY-TREASURER JOHN W. DOANE ASSISTANT SUPERINTENDENT ' October 19, 1982 C Barnstable Conservation Commission Town Hall Hyannis , Massachusetts 02601 Re: Fox Property, Sea View Avenue, Wianno, " To Whom It May Concern: I would like to, bring to your attention that the . drainage culvert that goes under Sea View Avenue through the Yox. Property into .Nantucket Sound has recently broken in two places. Both of .the places are on the beach and a hole is beginni.ng to develop on the -beach from the sand washing down into the pipe. It is my understanding that Marney .& Lahteine will be representing the Fox .family .to get the necessary work done to repair the drainage pipe. Our records show that this system has functioned without any major difficulties since the early . 1930' s. We do support the efforts of the property owner .in the repairing of the culvert , and we would hope that this mat- ter would be acted upon favorably by your commission. . . 'If we, can be of any help- to you, please do not hesi- tate to contact us. Sincerely, <J(d Jbhh W. Doane Assistant Superintendent JWD/ml - 82- cc : Marney & Lahteine r OCR' 1 � I. LA .,_=ILA-- .�•.•. _ ,. .� �: . B _ 7L IN - \ G „_`. . - :�;:,.`�: [/•••`Landing IN Parker /y / Neckow p rj• �\ :':y ? �nf _--'� ec�._.W1311n0 4608 510 C'uto IK1- `\ It �., t✓t \` /�.t ` Fla,# '•it � `\ s707 - - -' C'a" ,Beach :•-� ��ii - - ` d Light e 4 z 4606 4 '1 r 4605 • J' 3 5' 4604 i • V EDGE OF "/ EDGE OF FLAGGED FLAGGED c� WETLAND WETLAND � Al01 ♦ A101 ♦ d I W .. """°� SITE BENCHMARK: /�-_ _100' FROM EDGE '"'� 511E BENCHMARK: /�_100'FROM EDGE m Q MAG SET IN PAVEMENT OF WETLAND MAG SET IN PAVEMENT OF WETLAND a � COASTAL EL=6.60 (SEE DATUM NOTE) / EL=660 (SEE DATUM NOTE) / N engineering co. SEA VIEW AVENUE 260 Cranberry Hwy.Orleans,MA 02653 508.255.6511 P 508.255.6700 F LOCUS ° M / 00 m COBBLESEA VIEW AVENUE // APRON STONE SEA V1EW AVENUE o EDGE OF PAVEMENT S ;: �Pd CAE R=1225.00' / BARNSTABLE, MA L=72.18' .� R=1225.00 / L=72.18' L=130.00' wv / APPROX. LOCATION OF EXISTING L=130.00' / APPROX. LOCATION OF o KEY MAP // 8 BEDROOM SOIL ABSORPTION / ____ SYSTEM PER AS-BUILT PLAN // EXISTING D'BOX EXISTING 8 BEDROOM SOIL � ____ --------------- N� TO BE UTILIZED --_ --- -------------- ABSORPTION SYSTEM PER V NO SCALE -------------- ---- ------ f BARNSTABLE B.O.H. (TIP.) / PROPOSED // act i+ i XIS71NG f AS-BUILT PLAN BARNSTA AREA / ROCK AREA !� B.O.H. (TYP.) (TO BE UTILIZED) PLAN REFERENCES: RET. 1,500 GALLON STONE "' / 53,922f S.F.53,922t S.F. PAVED WALL I PUMP CHAMBER (H-20) _ PROPOSED ' (1.24t AC) / DRIVE (1.24t AC) / CRUSHED STONE PROPOSED PUMP ALARM DRIVEWAY ASSESSORS MAP 138, PARCEL 31 ' PER L.C.L. PLANS o PER L.C.L. PLANS / / O ROCK RET. { -- ----------- ION ! WALL ----------- ------------------------ �. IONF ♦3 `_' r (F� �� �' I L.C.P. 178-4 & 178-3 qF ♦ J qF ♦ J �a dow Ile i ` FLOOD ZONE NOTE: THRESHOLD THir��;v�� =,o.� ' _• PROPOSED "' EL.=16.2t o - EXISTING - o EXISTING 1 STORY ` TWO COMPARTMENT S EXISTING 1 STORY LANDSCAPE � ^' 2 BEDROOM O 3,000 GALLON "= °° ENTIRE PARCEL LIES WITHIN LAND SUBJECT CIO 2 BEDROOM �= �� ISLAND � � � ACCESSORY BUILDING 18� SEPTIC TANK (H-20) � � � TO COASTAL STORM FLOWAGE ACCESSORY BUILDING ♦ r., ` (TO REMAIN) RIDGE RIDGE EL.=32.3t�� 10 \ / FLOOD ZONE VE (EL 14 & 15), FLOOD ZONE AE ® = 2 3t SLATE I / PROPOSED DRY (EL 13 & 14) SHOWN ON THIS DRAWING ARE A WALK/ _ PROPOSED DIRECT REPRESENTATION OF THE GRAPHIC FLOOD 156 STEPS LANDSCAPE PARKING COURT ZONE BOUNDARIES SHOWN ON FEMA FIRM PANEL �7 CONC. APRON � ` PROPOSED � WALL T.O. WALL j 25001 C0757J EFFECTIVE �1LY 16, 2014. PLEASE SEDIMENTATION / PROPOSED EL.=13.50 DECK ABOVE ♦ BARRIER (TYP.) PROPOSED CLEANOUT 10.5+ ♦` PROPOSED DRY DOTE THAT SITE SPECIFIC FLOODPLAIN BOUNDARIES PAVED DRIVE DECK AILKWAY STONE MAY VARY DUE TO DIFFERENT INTERPRETATIONS OF 50' FROM BELOW 50' FROM 1 THESE BOUNDARIES. USERS ARE ADVISED TO EDGE OF WETLAND/ ROOF sLATE EDGE of WETLAND/ I +12 0 VERIFY LOCATION OF THESE BOUNDARIES WITH THE Q COASTAL DUNE OVERHANG WALK COASTAL DUNE �. !� CRUSHED STONE PROPOSED DESIGNATED COMMUNITY FLOODPLAIN MANAGERS q PAVED - PROPOSED / + WALK WAY AND�OR FEMA PRIOR TO SITING ANY PROPOSED DRIVE ` EXISTING �� — CRUSHED STONE � � � +13.0 � 13 STRUCTURES. SEPTIC DRIVEWAY °D SLATE w SYSTEM ' / �� +13.0 / \ `� ROOF°SED OVERHANG z WALK COVERED i-----__--_ \ / �N EXISTING ` { / \1 ` c� w ( ) / DA TUM NO TE. SEAL L Gp� ( 9yq ENTRY ♦ / "� I I RETAINING WALL G c \ / � BEECH TREE / , / +13.4 � � PROPOSED EXISTING / � ----------STONE WALL '• TO REMAIN � j_ ;'y r- T.O. WALL EL.=13.50 Da STONE WALL SEPTIC SYSTEM 13.0 ELEVATIONS SHOWN HEREON ARE BASED ON �1N oF, � TO BE PUMPED THE NORTH AMERICAN VERTICAL DATUM OF r sAND REMOVED - / • 1988 (NAVD 1988) M M. COVERED PA710 1 PER TITLE 5 WTAINI EC� � RETAINING WALL GEOID 12B ESTABLISHED ON-SITE USING VIL ` \ ` �. ♦ ` �_ / I ` �a THE SMARTNET RTK NETWORK ON 7-30-19. A ♦ � l• O ♦ T0. WALL EL=13.50 N 6715 PROPOSED DWELLING / ��z A13 \\ � I T.O.F.=14.10 I '.�, PROPOSED FFSS OVALG�� �A13 \ RIDGE EL.=35.6t \ \ d'- 6 \\ \ A/C UNITS ASSESSORS MAP 138 A14 ` Al2 \ ` ♦ 1 / ' \ ♦ A14 ` �12 \\ \\ +13.1� 14-1.0^ O (EL.=14.00)(TYP.) PARCEL 32 \ ` THRESHOLD °t / \ MARK CHRISTOPHER TR Q r EL.=11.8t 1 STORY 5 BEDROOM CONC. PAD `� EDGE OF EDGE OF \ \ f�• �S. � x � / FLAGGED � 1� �" \ ` I I O '� •'• � FLAGGED ` All \ ,V WOOD FRAME DWELLING AC UNITS 100' FROM EDGE All +13.0 +13.0 O 100' FROM EDGE WETLAND �� \ �OF WETLAND WETLAND \ ` \ O ���OF WETLAND '� 2 +13.0 . W AREA of EXISTING 10 ,• \ / , 6 LEGEND a A9 COVERED PATIO \ DECIDUOUS TREES A �\. / \ \ PROPOSED APPROX. AREA TO BE REMOVED �� gyp'` / \ \ \ \ \\ STEPS (TYP.) EXISTING OF EXISTING DECIDUOUS TREES / \ u' \.`�O\ �\ s ■ BOUND J, j ' SLATE PATIO N`'' J, `lam X. EXiSTi G \ \ i LA. PROPOSED INVASIVE REMOVAL O H Nam, `<9y� A8 ` W/AWNING \ rn ��,, �,� A8 . OF LA;r:: PROPOSED '® \ \ \ & BANK RESTORATION (TYP.) DRAIN MANHOLE W ^ W t �9 / \ �- �'= �, N 9' / \`• �yy 18 HIGH \ p I �, (AREA=870t S.F.) SEAT WALL _ / x��'' �� GAS METER W STONE WALL �'n � W 4A 7 � \�. _ _ \ � 7 A W W �` W �, _` PROPOSED EDGE OF FROM GAS VALVE Z / o T OF.WETLAND FROM GE \ 6 A 1 TOE. w \ LAWN ''�OF'WETLANDDGE e A6 �, -1 O,bO� \ PROPOSED INVASIVE REMOVAL ��, Aof \ Q � O P ` /z & BANK RESTORATION (TYP.) P c9sr W WATER VALVE W A5 Tq� 50' FROM (AREA=5,180t S.F.) 5 9�6 f 50 FROM -' A4 B�,y� / EDGE OF ` A4 ` 9%Y \ EDGE OF A3 ` �(��Y) SECONDARY DUNE A3 PEP L Y) EXISTING MAIN DWELLING AND � � "'/ SECONDARY DUNE ELECTRIC METER SURROUNDING DECKS/HARDSCAPE boy \ `�0y �� / PULL BOX [�-+ FEATURES TO BE DEMOLISHED AND F l F REMOVED OFF-SITE � \ •� F���`� A2 \`�^ / ^ h ��,��`� A2 ' \\ `° UTILITY POLE W ►--� W �F 'J h PROPOSED MITIGATION �F,;J \\� H L �,J� ♦ \�� ti� PLANTINGS (TYP.) J GUY POLE C'1 `' (AREA=1,300t S.F.) 1 1 ` I ' Al W ` ' ' Al 12 PROPOSED MITIGATION GUY WIRE \ % i PLANTINGS (TYP.) Q 11 (AREA=90t S.F.) WETLAND FLAG W W DEP COAST10 AL BANK / \ DEP COASTAL BANK /J \ (NOT BARNSTABLE TOCB) \ \ (NOT BARNSTABLE TOCB) / EDGE OF WETLAND PROPOSED MITIGATION ^'� O \ PLANTINGS (TYP.) CD2 \ EDGE OF FLAGGED / / CO2 (AREA=190t S.F.) CONTOUR M W 0 a EDGE OF FLAGGED WETLAND/ 'OBI BACK OFCONDARY DUNE` ` EDGE OF FLAGGED B1 OFFLAGGED — COASTAL DUNE WETLAND/ BACK OF S CONDA bUNE _.,,,r.� EDGE E !� EDGE OF FLAGGED B - — / CD3 EDGE OF FLAGGED 62 - �CD3 COASTAL DUNE COASTAL DUNE ' \ COASTAL DUNE B3 / SPOT ELEV. , Bit C05 CD4 ' I \ _CDT B4 6 - .. D4 / // ' CD1 PROPOSED 3 B5 / / / a \ B5 I a W W CD / / — � P -�'"' CD7 / / EXISTING P ' CONTOUR / 1 ' \ \ ����/ / /_ FOOT PATH VO / U Ln / r ? I --V1 , �n TO BE REMOVED / +12.5 SPOT ELEV. ti w / 000 � � / / / / � ':o. �� j / / �000 SEDIMENT BARRIER a 0000 cd / I TpN /l�� 1A� / I �` �Q1� /1�1 SCALE 1�1� / /E vE lE� / / / vE AS NOTED o /* P.15) / / I �\��\ / / tiO� �� C�15� // I / / ��� DRAWING FILE N i / Zp�E / \ �� / / ZEE C19285-P.dwg N \ \ / _ / / PROPOSED DATE \ /`\ PROPOSED 1 - snNc 01-21-2020 ti \ LAWN _ / --- SEDIMENTATION AREA / / BARRIER DRAWN BY 3 AREA \ �,' ` -- -� `$�\ BARRIER (TO REMAIN) DA V/MJB v CHECKED BY N �\F� OE PR�P '� ��1 ��`� PROPOSED INVASIVE REMOVAL / SMR o0; �pG� �� �� & BANK RESTORATION (TYP.) � N (AREA=229t S.F.) N / EXISTING FOOT 00 EXISTING PLAN S PROPOSED PLAN PATH TO REMAIN PROPOSED INVASIVE REMOVAL S & BANK RESTORATION (TYP.) 20 10 0 20 60 20 10 0 20 60 (AREA=5,124t S.F.) C2*2*1 U s~ CIO1 inch = 20 ft. 1 inch = 20 ft. W PROJECT NO.OF SHEETS v C19285.00 ZONING COMPLIANCE TABLE 20.0 20.00 ZONING DISTRICT:DISTRICT: RF-1 OVERLAY DISTRICT: AP (AQUIFER PROTECTION) 18 USE: SINGLE—FAMILY RESIDENT RPOD (RESOURCE PROTEC110N)RESIDENTIAL DWELLING 16. COASTALPROPOSED DWELLING* engineering co. SUBJECT REQUIRED EXISTING PROPOSED 260 Cranberry Hwy.Orleans,MA 02653 14 -� 508.255.55U P 508.255.6700 F LOT AREA (TOTAL AREA - WETLANDS) 87,120 S.F. (RPOD) 38,455t S.F. NO CHANGE CD t2 LOT FRONTAGE 20 FT. 202.18 FT. NO CHANGE < EXISTING DWELLING* Q 10.010.00 LOT WIDTH 125 FT. 188.77 FT. NO CHANGE G�P�F. EXISTING COVERED O g O CONCRETE PATIO* FRONT YARD SETBACK (MAIN HOUSE) 30 FT. 105.7f FT. 107.5t FT. : �� ��` 6. SIDE YARD SETBACK — EAST (MAIN HOUSE) 15 FT. 14.2t FT. 15.6f FT. �\� 4. F SIDE YARD SETBACK - WEST (MAIN HOUSE) 15 FT. 21.2f FT. 54.4t FT. 2. W REAR YARD SETBACK (MAIN HOUSE) 10 FT. 168f FT. 153.4t FT. 0.0 0+20.00 0+40.00 0+60.00 0+80.00 1+20.00 1+40.00 1+60.00 WETLAND SETBACK (MAIN HOUSE) 35' FT. 22f FT. 37.0t FT. .00 q� 1+0 .00 1+7 .00 �C FRONT YARD SETBACK (GUEST HOUSE) 30 FT. 30.9t FT. NO CHANGE �3 z 0 SIDE YARD SETBACK - EAST (GUEST HOUSE) 15 FT. 111.1 t FT. NO CHANGE 5 0+00 1+00 1+75 a� SIDE YARD SETBACK - WEST (GUEST HOUSE) 15 FT. 15.6t FT. NO CHANGE Station p REAR YARD SETBACK (GUEST HOUSE) 10 FT. 311 t FT. NO CHANGE A WETLAND SETBACK (GUEST HOUSE) 35' FT. 71f FT. NO CHANGE A-A PROFILE VIEW HORIZONTAL SCALE 1'=20' LOT COVERAGE * 207. (7,691f S.F.) 16.07. (6,160t S.F.) 13.8% (5,305t S.F.) VERTICAL SCALE 1'=10' *BUILDING COMPONENTS NOT TO SCALE FLOOR AREA RATIO (FAR) ** 30% (11,537t S.F.) 30% (11,537t S.F.) 22.47. (8,600t S.F.) BUILDING HEIGHT 30 FT. N/A SEE ARCHITECTURALS 1" x 2" x 4' WOODEN FILTER FABRIC STAKE V ON CENTER * 20% OR EXISTING COVERAGE WHICHEVER IS GREATER DESIGN CALCULATIONS STAPLE FABRIC (MAX.) c ** 30% OR EXISTING FAR WHICHEVER IS GREATER To POST. DESIGN FLOW: 2 BEDROOMS (GUEST HOUSE) + 4 BEDROOMS (PROPOSED DWELLNG) + 1 POTENTIAL BEDROOM (PROPOSED DWELLING) DOUBLE STAKED HAYBALE c A 0 -50' BUFFER ZONE COVERAGE AT 110 GAL. PER DAY PER BEDROOM = 770 GPD PROPOSED )WELLING) 770 GPD X 200% = 1540 GALLONS - FIRST COMPARTMENT SLOPE �y N 770 GPD X 100% = 770 GALLONS — SECOND COMPARTMENT °z SUBJECT EXISTING PROPOSED CHANGE USE 2 COMPARTMENT 3,000 GAL TANK ' SEAL BUILDINGS & PORCHES 2,070t S.F. 270f S.F. 1,800t S.F. REDUCTION BURY BOTTOM OF FILTER INSTALL: ONE ( 1 ) — 2 COMPARTMENT 3,000 GALLON SEPTIC TANK (H-20 FABRIC IN 6" X 6" wo1 MA,�s� DECKS & STAIRS 40f S.F. Ot S.F. 40t S.F. REDUCTION ) TRENCH HARDSCAPE PATIOS, WALLS, STEPS, ONE ( 1 ) - 1,500 GALLON PUMP CHAMBER W/ MYERS SRM4 PUMP(H-20) L WALKWAYS & GRAVEL DRIVE 1,015t S.F. 1,169t S.F. 154t S.F. INCREASE cl N 6 TOTAL 3,125t S.F. 1,439t S.F. 1,686f S.F. NET REDUCTION— �, 15o w, 50'-100' BUFFER ZONE COVERAGE SEDIMENTATION BARRIER DETAIL (TYR ) 10 AL NOT TO SCALE BUOYANCY CALCULATIONS: SUBJECT EXISTING PROPOSED CHANGE w BUILDINGS & PORCHES 3,466t S.F. 4,349t S.F. 883t S.F. INCREASE PROPOSED 3,000 GALLON TWO—COMPARTMENT SEP71C TANK (H-20,� PROPOSED 1,500 GALLON PUMP CHAMBER ;(H-20,� EROSION h SEDIMENTA77ON CONTROL NOTES: a ASSUMPTIONS: a DECKS & STAIRS 380t S.F. 330t S.F. 50t S.F. REDUCTION - ASSUMPTIONS: 1. THE SEDIMENT CONTROL BARRIER SHALL BE INSTALLED PRIOR TO THE START OF TANK IS EMPTY F HARDSCAPE (PATIOS, WALLS, TANK DIMENSIONS= 171 x 7'W x 6.5D + 0.51 x 45H x 6'W (BAFFLE WALL) TANK IS EMPTY CONSTRUCTION AND MAINTAINED UNTIL STABILIZATION AND REVEGETATION OF DISTURBED O WALKWAYS & GRAVEL DRIVE 3,133t S.F. 2,210f S.F. 923t S.F. REDUCTION TANK WEIGHT= 36,000 LB (PER SHOREY PRECAST ST-3000-H-20 + BAFFLE WALL) TANK DIMENSIONS= 111 x 6.17 W x 6 D AREAS. TANK WEIGHT= 21,230 LB (PER SHOREY PRECAST ST-2500-H-20) 2. DURING CONSTRUCTION THE CONTRACTOR SHALL BE RESPONSIBLE FOR EROSION w WEIGHT OF RISERS AND COVERS NOT INCLUDED WEIGHT OF RISERS AND COVERS NOT INCLUDED CONTROL AND SHALL PROTECT THE CONSTRUCTION SITE FRO EROSION UNTIL ppqq W w TOTAL 6,979f S.F. 6,889f S.F. 90t S.F. NET REDUCTION up OF SIIEWORK AND ESTABLISHMENT OF VEGETATIVE GROUND COVER. `C � •. BUOYANCY FORCE ON EMPTY TANK: (ASSUMING 100 YR FLOOD EL. 13) AFTER GRADING, EXPOSED SLOPES SHALL BE COVERED WITH NORTH AMERICAN GREEN DISPLACED WATER VOLUME= 17'L x 7'W x 6.5'D BUOYANCY FORCE ON EMPTY TANK: (ASSUMING 1 YR FLOOD EL. 12} 3. SC150 EROSION CONTROL BLANKET, OR APPROVED EQUAL. THE EROSION CONTROL O MITIGATION: VOLUME= 773.5 C.F. DISPLACED WATER VOLUME= 11 L x 6.17 W x x 6 D BLANKET SHALL BE INSTALLED IN CONFORMANCE WITH MANUFACTURER'S a ~ BUOYANT FORCE UP= 773.5 C.F. x 64 LB/CF= 49,504 LB VOLUME= 407.2 C.F. SPECIFICATIONS. w TOTAL INVASIVE REMOVAL = 11,403f S.F. BUOYANT FORCE UP= 407.2 C.F. x 64 LB/CF= 26,062 LB 4. THE CONTRACTOR SHALL PRACTICE GOOD HOUSEKEEPING MEASURES DURING THE DAY TOTAL LAWN REMOVAL = 1,580t S.F. DOWNWARD FORCES: DOWNWARD FORCES: TO DAY OPERATION AT THE SITE. THE SITE SHOULD BE POLICED DAILY TO REMOVE ANY TANK WEIGHT= 36,000 LB UTTER OR DEBRIS. TOTAL MI11GA11ON = 11,403t S.F. (INVASIVE REMOVAL) + 1,580t S.F. (LAWN REMOVAL) = 12,983f S.F. TANK WEIGHT= 21,230 LB 5. MATERIAL STOCKPILES THAT ARE IN PLACE FOR AN EXTENDED PERIOD OF 11ME SHALL SOILS ON TOP OF TANK: SOILS ON TOP OF TANK= BE STABILIZED WITH VEGETATION, MULCHING, EROSION CONTROL BLANKETS, AND OTHER NOTES TOTAL SURFACE AREA OF TANK - (3) 26" DIA. COVER/RISERS = 107.9 S.F. TOTAL SURFACE AREA OF TANK - 32" DIA. COVER/RISER = 60 S.F. MEASURES THAT RE NECESSARY TO PREVENT THE DISCHARGE OF SEDIMENT FROM W PROJECT SITE. 1 E GRINDERS ARE NOT ALLOWED WITH THIS DESIGN. COVER SATURATED SOILS= 2' (AVG.) x 107.9 S.F. x 80 LB/CF= 17,264 LB COVER SATURATED SOILS= 2.65'(AVG.) t x 60 S.F. x 80 LB/CF= 12,720 LB 2) THE INSTALLER IS RESPONSIBLE FOR ASSURING THAT COMPONENTS OF TOTAL DOWNWARD FORCE= 53,264 LB TOTAL DOWNWARD FORCES= 33,950 LB THE SEWAGE DISPOSAL SYSTEM ARE DESIGNED WITH SUFFICIENT w STRENGTH TO SUSTAIN ALL LOADS TO BE IMPOSED ON THEM. ANY NET DOWNWARD FORCE= 3,760 LB NET DOWNWARD FORCE= 7,888 LB COMPONENT OF THE SYSTEM SUBJECT TO VEHICULAR TRAFFIC MUST r--� COMPLY WITH A MINIMUM STANDARD OF A.A.S.H.T.O. H-20 WHEEL LOADS. PROPOSED DWELLING T.O.F EL. = 14.10 " " " 3) (V.I PRIOR TO SETTING ANY SEWAGE DISPOSAL SYSTEM COMPONENT, INSTALLER GUEST HOUSE T.O. SLAB EL. = 8.2t .F. 24 HEAVY DUTY SEAL-TITS CAST M ) IRON FRAMES AND COVERS TO 24" HEAVY DUTY 'SEAL-TITE CAST 30" "HEAVY DUTY SEAL-TITE" CAST SHALL VERIFY EXISTING CONDITIONS, INCLUDING ELEVATIONS OF EXIT INVERTS, FINISH GRADE (H-20) IRON FRAME AND COVER TO IRON FRAMES AND COVERS TO ^ AND REPORT ANY DISCREPANCIES TO THE DESIGN ENGINEER. ZABEL FINISH GRADE (H-20) FINISH GRADE OVER PUMPS (H-20)A300- " 44 .. FILTER12X20-VC (CONFIRM) 4) ALL GRAVITY SEWER PIPE SHALL BE 4 DIA. SCH 40 PVC UNLESS OTHERWISEW NOTED. THE MINIMUM SLOPE OF 4" DIA. SCH 40 PVC SHALL BE 0.01 FT/FT. :•"� ' FINISH GRADE=9.4t FINISH GRADE=9.3t -TEE AND EIAFFI_E'V.I.F a 5) NO PART OF THIS DESIGN SHALL BE ALTERED WITHOUT PRIOR APPROVAL 3' M MAX MIN. �I FROM THE DESIGN ENGINEER AND THE AGENT OF THE LOCAL BOARD OF - 12"MIN. MINIMUM 2' EARTH F HEALTH. ALL REQUESTS FOR CHANGES SHALL BE MADE IN WRITING PRIOR .• �• 3 MAX. /COVER (TYP) D'BOX w TO CONSTRUCTION. 4" scH 4o Pvc : . • '' •. " : MAIN HOUSE=9.0 V 4 SCH 40 PVC (2) 2"0 FORCE 6) THE USE OF ALTERNATE MANUFACTURERS FOR SYSTEM COMPONENTS GUEST HOUSE (V.LF.) ---- _ __ FLOAT BRACKET �� 5'� MAINS TO D-BOX ._� M.,. TO LEACH FIELD ,.__._.,._.__..�. SHALL NOT BE APPROVED IF THE USE OF THEIR EQUIPMENT REQUIRES Sso " �ROP:2" min. -- -- SCALE CHANGES IN DESIGN. 10 " 5.55 .n AS NOTED 3 max. 5.60 0 7) THE INSTALLER SHALL ASCERTAIN THE LOCATION OF EXISTING UNDERGROUND ' ALARM == -, a.�y(v.LF)j DRAWING FILE N UTILITIES PRIOR TO EXCAVATION, AND SHALL PROTECT U11UlIES WITHIN THE �'* 3" . ALL ---1 C19285-P.dwg w WORK AREA DURING CONSTRUCTION. •' 4'DEPTHQ 4'-l" LIQ. DEPTH EAD PUMP "ON" DATE} � eo 8) THE EXISTING SEPTIC TANK AND PUMP CHAMBER SHALL BE PUMPED, REMOVED WITH ' 1ST COMPARTMENT 6.5" DRAWN BY a SURROUNDING CONTAMINATED SOILS AND BACKFILLED WITH CLEAN COARSE SAND. 2,000 GAL MYERSPUMP SR HP 9) ALL SYSTEM COMPONENTS SHALL BE MARKED WITH MAGNETIC MARKING TAPE COMPARTMENT PUMPS "OFF" CHECKED BY DAV/1VIJB OR A COMPARABLE MEANS IN ORDER TO LOCATE THEM ONCE BURIED. 1,000 GAL " 1 s SMR FLOOR EL.=1.52 • SUMP N g IF APPLICABLE: N N 10) FILL MATERIAL FOR SYSTEMS CONSTRUCTED IN FILL SHALL BE CLEAN COMPACTED CHECK VALVES BASE (� GRANULAR SAND, FREE OF ORGANIC MATTER AND OTHER DELETERIOUS W/ 12" LAYER OF "0 BLEEDER HOLE MATERIALS. THE SAND SHALL BE GRADED SUCH THAT NOT MORE THAN CRUSHED STONE N SIEVE PERCENT , 1,500 GALLON EFFLUENT DOSING CHAMBER (H-20) COMPACTED BASE W/ 6" 45% OF THE SAMPLE, BY WEIGHT, SHALL BE RETAINED ON THE #4 SIEVE. 70t (PROPOSED DWELLING) 3'f MIN THE FILL SHALL NOT CONTAIN ANY MATERIAL LARGER THAN 2 INCHES. SIZE PASSING 27't (GUEST HOUSE) — LAYER OF CRUSHED STONE U 13't C2*4*1 THE MATERIAL THAT PASSES THE #4• SIEVE SHALL MEET THE 4 100% TWO COMPARTMENT (H-20) � FOLLOWING GRADATION REQUIREMENTS: 50 10%-100% PROPOSED 1,500 GALLON PUMP CHAMBER EXISTING D—BOX� 112 00 %-20% �u 00 0%-5% 3,000 GALLON SEPTIC TANK (H-20) (NOT TO SCALE) (NOT TO SCALE) W 2 OF 2 SHEETS NOT TO SCALE a RAO ECTNO. v C 19285.00 LEGEND NEW CONCRETE CONSTRUCTION \ U �� \ NOTES � , \1 A. PROVIDE BASEMENT WINDOWS AND VENTILATION AS REQUIRED. B. LOUVER PER OF R 1 SQUARE FOOT OF BASEMENT FLOOR AREA. I Ij C. ALL UTILITIES TO BE INSTALLED ABOVE FLOOD t --'I PLANE ELEVATION EL. 121. i I I D. GARAGE TO BE CONSTRUCTED AS 1 HOUR FIRE- I RATED ENCLOSURE I � � 7.0' I I ���--------------- --------------- 7.0' T.0. FIN. H I- - ----------- `,\� T.0. FIN, I I. -- \ ------------------- --- � - - - - - - - - - -i Li _ -- o --- ———— — —————— ————————————— I I ' --- ---! C-------------- -------------- i----------- -/-I-------I-`1-------------11--I NOTE I I / I i \ NOTE A t p / SLOPE I \ 1 1 / 14!'CON CRETE I \ SIAB _ I b I I I I I ----- --1--------� L------\ I I I I I I { BASEMENT 7------ 001I T.O. FIN. I I 1 1 I / T.O. FIN. \ I T.O. FIN. l I / LOW POINT c K / I to - ----------J I I I \ 1 I U N I / NOTE G \ I r Date Issue -- --- --- -j I / p I I I ------ / -t 1I ---------------��---- * ----------- ------- ------ -- 1 I i O I I - I i J I , , , I 391 SEAVIEW, i I i I SMOKE DETECTOR \� p i-__ AVENUE a----I-_� i I L❑ p —_ I ----------- ---------\\ I---d- -I--- -, N \ y T p I I Osterville,Massachusetts I I I i 02655 L REED A.MORRISON Architect f I L._-- -------- --- ------- ---- - i -- p -- I 10.66 I ------- -------�_ - �� �� �10.6fy` I - - ---- T.0 FIN. I i I I �'.O. FIN. �- -------- I I I i I I I I I I I ( I , I I -- ----- ------------------------------- -------- -� I I 193 Parker Road 1-- - --- - ----- - - - ---- -- - - --- - -- - - ----- -- ---------- -=------ - ---- -----•------------- -- - -- J Osterville Massachusetts 02655 508 426-8379 BASEMENT FLOOR PLAN Date: Scale: „ ,_ 11 12/10/02 141_1, „ ------ — 0 1 2 4 8 Drawn By: 1 BASEMENT FLOOR PLAN FT LEGEND NEW CONSTRUCTION \ 40'-0" NOTES A. PROVIDE SMOKE DETECTORS AS REQUIRED. 1 IN IMMEDIATE VICINITY OF ALL BEDROOMS 1 IN ALL BEDROOMS 1 IN EACH STORY INCLUDING THE BASEMENT _�-- 1 PER 1,200 SF OF FLOOR AREA I B. GARAGE TO BE CONSTRUCTED AS 1 HOUR FIRE- RATED ENCLOSURE ....... ........... ............ ..................... - - ................ .... .. ......................................... ......................................................... ............. .. .................................... . ................................. _................................................................... . _ ..............................I......... ................ . ..... ..................................................... .... _ - ................................................................................................ . .................................I....I DECK................................................ ............................................................................. .. .............................................................................. .........................................................I.................. ... 7A ............................................................. .... T.O. FIN. - ........................... ......... .. T. IN - - -- ------- ------ - - ------- ...... ....... ..... ......... l .......................... . .. I-- --- - - — I ..... ....... .. .... . — �- J L.- .-.- ---- -- - -- - - - - - - -- -- - - - - - - - - - - - - - -- - --- - I II I I /I - - - - - - -- - - - - - ------- -- --- --- - - - - -- --- - -- - - -- II I I II I I I I II I I II I I I LIVING ROOM II BED 1000M 1 104 I OI ---- --- - -- ---- ___.. O SMOKE DETECTOR 7.0' I � I I SMOKE DETECTOR I 7.0' -- - --- �- T. O. FIN. I I O T. O. FIN. -\ I - - - - - -- - - - - - --- --- - -- - - - --- - - - - -- - ill N I I Date Issue I I I 6 R @ 7.33" I I I - 14.66' 15.0' _- - - - - - -W/-D T. EF . FIN. 28X2 8 O 2 III R@ 391A SVEEANVUIEE W5 VARIES 1 HALL MUDROOM BA1 G 06 7 ........ YER I. D. 01 D B 2X2 - I 107 I..... ........ b R Q I _s, i - _. - -----..-.-.-..-.-.-.-.-.-..___^. _- - �.. .p....... I. r - . . .... VARIE I i.10.66' .............................................................................. ................ I I _..... ............... _. ................................................................................... .................. I Ostervi11eMassachusetts BEDROOM2 ,\ . .... ........................................................................................ .................. 02655 I 108 I . _.. ... . .. ...... . ... . ..... . ..... ...................... ..... . .. Oi.................._................................DECK... ....................................... ............... .. , .......................I.......... ... .. . ....................................... .................. SMOKE DETECTOR I _............................... ...... ........ REED A.MORRISON - -- - - - Architect CLOSET1 I ...................................................................................................... .................. I 109 ri .................................................................................................. .................. ................................................................................................... . - - - 10.66' I 10.66' t. 0. FIN. - - - - --- --- --- - -- - -- ---- - - T. O. FIN. 193 Parker Road Osterville,Massachusetts 02655 508 428-8379 i FIRST FLOOR PLAN Date: Scale: 5'-oil 17'-0" 18'-0" 3'-6" 12/10/02 -- - 1/411 = 1 -Oil Drams By: S FIR T FLOOR PLAN C� FT 1 2 4 s 1 A3 .Sri.•' a bast �" - 24 0 Opening Above For M.H. TEST HOLE t• \`�� �� j•b \ - - 1&2 Golv..Pipe Fbr o o• \ / Float Support Frome BiCover. 12M=2 y: .•1;a' .� pp LEAVES B TWIGS- +� ;, '�V• � i� s Jt \ l :,�•y.•. r,.,. ,. 0' A LAYER-IOYR3/3 EL9.0 \ ` •i '8� • �• DARK BROWN �o �j• n• ' \ / Wetland L/mlt Fla ed SILTY SAND \ CB H 5 gg Pump Power 8 Float Control To D-Box 3" Bt LAYER-IOYR SM EL e.a ;n \ ¢ byENSR Cables Installed in Accordance . \ \ With Local Bldg.8 Elec.Codes. YELLOWISH f• a -" ~ Parke Neck p• .�• e „ � rYeta-j:' -:J, \ N }• 8" B2 LAYER-10YR 22 EL 8.5 Pond w0 VERY DARK BROWN ' s_ '' _= -- 1 _ ` 'o a 4"0 From.Septic ORGANICS f'� .Q5eo' la rl • Tank.Sch.40 PVC Precast Pump tf" B3 LAYER-1OYR 3/2 EL 5.1 0°o`!� a a o'r Chamber VERY DARK GRAYISH BROWN o '��\.pOti° ° . •* SAND W/SOME ORGANICS •Q' •• , �" i , •:7 �� p ( o z ' 24" B4 LAYER-t OYR 5/8 EL 7.0 co Paved>twale and. 'R o°. YELLOWISH BROWN • - - C.B. FINE-MED.SAND �OCUS �N 'gy 'r •t �\'� _ // • t+ set at low point PLAN BROWNISH YELLOW ei• �,r;l 11 o a alli 1" r 37" Cl LAYER-I OYR 6/8 EL 5.9 ce MED.SAND Fnd I 41" C2 LAYER-7.5YR 5/8 EL 5.6 u ✓ s • 8 6pO GAL 3? 4 \ \ ' STRONG MED.SAND ` L w/'���gcN Ah � � 1 ` ` 4'1OSch.40PVC Finished 43" C3 LAYER-t0YR8/8 EL5.4 I -0 R _._T V, / BROWNISH YELLOW C ��J � 1 , / )� From Septic Tank Grade MED.SAND I , _22�0� �� s LOCUS PLAN / 19 ` 1�Q O e7" C4 LAYER-2 5Y 8B EL 3.4 \ d$ :'e _ r. r n�.D M s 1 OLIVE YELLOW Rg -tZALI. L '1748-3 ?p2 �, Ed �. ` A',d. d..A MED.SAND Scale: 117=2000' \WA1Lt�lfNG oN�, to �• of po of Conduit Thru Chamber Galy. n f�" GROUNDWATERE14COUNTERED ELo.7 Emer enc Stora a For Power 8 Float To D-Box Assessors Map 138 9 Y 9 o Cables. Chain ee Min.2'Cover Volume 880gal. \Iny,6.08 °' Parcel 31 Alarm onE1.3.81 . 2"0 Sch.40 PVC Groundwater Protection on El. 3.31 Mercury Float ' Pump p Switchs-3Regd Threaded Pipe Zone AP GROUNDWATER AJUSTMENT Pump off El. 2.81 Check Valve Zoning RF- / �, \ ,/ Groundwater at 8.3 �Elev.0.7 g �► ,\ AQp/•t 10t�'' t, Secure Pipe atTopB Gate Valve Index Well MIW?9,Zone A / N Bottom of Chamber i Setbacks Front 30 Adjustment: 2.3 Nov. 2002 Side 15� Bottom El. 2.08 I a 6"Washed. Adjusted GroundwaterExlev.3.0 ' l�j / E I .'sa. . rcc A one Min. Rear 15 90�eoP -�p`I Lin41 t a SECTION % P4sv S,/ LO ��• � `� \ (1500 Gallon Septic Tank) i � ���K�� a I;<, �� •�. �. / v�wr PUMP CHAMBER DETAIL / Opt g / y ?�1 A ,4 �' �- 1 r Not to Scale o a, 0 T.N / 9'(Min.) 3'(Max.) Finish Grade U / •� Oj: y / \ 1 �� Filter 4"0 Perforated pg \ rfi 1 Vent Compacted Fill Fabric PVC F.G. 10.0 F.G.10.0 f Pipe n ! y .o,u t 4' I : aa,�,t ll� H-20 Tee or �t � +r BB • I D-Box Baffle Pea Stone \ 50 s� {+� ( llI // p \ � �, ,,•y q ��',;��f,1 \ \ 1 7.5 1500Ga1. ;b:°-•••> Bot.E1.8.0 - / t" +� ` 73 0000 Gal, Pump 8 9 8'7 -1D Double Washes / `� F� ro l 7.3 Septic Tank Chamber 8.5 5.0 Stone 1-1 \� -•.••_ Adjusted Ground Water 4 00 sop ' ` ��� Waterproof/Seal Conc.SepticTank 8 Bedding as Elev. 3.0, Nov., 200220'-0 ( / ,� `� / �� \ '•, N IC i� I i Pump Chamber With Approved Sealant Per Title 5_,J \ ✓ / �� ¢ , p i o;: 1 //4)i%/ DEVELOPED PROFILE OF PROPOSED SEPTIC SYSTEM CROSS SECTION OF LEACH ING BED Not to Scale Not to Scale / /� // / la •\ ` '// � e///n ty tip f I NOTES O:. / cn "Al NOTE: Existing Septic System tobeAbandoned. I.Water Supply ForThisLotisMunicipal Water. 0 ?� \ , , s \ \ Pump aFi11 W ith Clean Material. 2.Location of Utilities Shown on This Plan Are Approx. •/I / CAI N \ P / cn At Least 72 Hours Prior to Any Excavation ForThis ca I orgy•, \ \ Project The ControctorShall Make The Required Notification to Dig Safe(1-800-322-4844) The Permits Contractor From Town Agenred cies eso Secure For Construction rn \ \ \\\ Defined byThis Plan. g t uctlon 4 Install Risers as Requiredto Within 12!*of Finished Grade. 5.All Structures Bdried Four Feet or More or Subject" to Vehicular Traffic to be H-20 Loading. I ` J \ \ �'' •\ \\\ \ Do 6 Septic System to be Installed in Accordance With �` 1 \ •� \ \ co .310 CMR 15.00 Latest,Revision And The Townof NIF \ Barnstable Board of Health Regulations. \ \ Jefferson F. Vander Wolk �. 1'''1 U ll / \\ \ \ \\ ctf 45522 7. All Piping to be Sch 40 PVC / �\ \ \ I \\ \\ Lot Area J sue_ I W land Limit 109 Ac Ok + ""« DESIGN DATA •"_�` o FI gged by ENSR �\ \\ \ \ � %K , + Proposed� �� `' t* Single Family it5 Bedroom(oom Existing) 33 , With no Garbage Grinder y Daily Flow=110 x 8= 880 GPD ` Septic Tank:880 GPD x 200%=1760GPD '• / / VI 0.- ; Use 2000 Gallon Septic Tank LEACHING AREA 880 GPD/0.74=1190 SF Required i / I Use Bottom Area Qnly C Bottom Area= 20 x 60�=1200 s.f. 1200 S.F.Total Provided LEACHING BED DESIGN MOVED L_EAGN�NG 9E� PLAN VIEW G 12 03 Z•s• N o wrw All Pipes to be Schedule 40.PVC Scale I 301 RELoGAT!_`D sB.pTIG TANK a PUMP CNAMMBR Perforated With Capped Ends.Use REVISION L/4/03 �CNANGEDGEOM6TRYaFLeAGH BEO 4-4 Distribution Lines in a 2dx60 Washed Stone Leach ing Bed as Shown. Ttle: PREPARED BY PREPARED FOR: No tesIlRe vision: s PROPOSED SEPTIC UPGRADE C�aP(����[�f The property line information shown was compiled �1�1�1V�I� ��gIlfl1c�t��"1lllg, �]C�l(;. JEFFERSON F. VANDER WOLK from available record information and does not rn 391 SEA VIEW AVENUE PO Box 659 7 Parxer Road 2801 NORTH OCEAN BLVD. represent an on the round survey. Osterville, MA 02655 Osterville MA 02655 P g y OSTERVI LLE, MASS. - (508)428-3344 (508)428-3115 fax (508)420-3994 (508)42;7-3995 fox GULF STREAM , FLA. The topography and detail shown was obtained o by conventional survey methods. 30 o 15 30 so 120 Field: RRL/RJM Draft: The datum used is NGVD Date: Scale: M Psi kmd Comp.: Review: December 5 , 2002 As Shown Proj if Drawing # C3932 1 99C)-7