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HomeMy WebLinkAbout0091 JUNIPER ROAD - Health 11 Juniper Road Centerville P A = 230 041 UPC 12543 No.HLOR wpS*INRR 4N Crocker, Sharon From: Crocker, Sharon Sent: Tuesday, October 26, 2010 12:15 PM To: 'gheufelder@barnstablecounty.org' Subject: FW: Reminder 91 Juniper Ln, Cent _ GeoHeuf 91 iniperLnCent2009.d. Oops. Here's letter Have a good week, Sharon -----Original Message----- From: Crocker,Sharon Sent: Tuesday,October 26,2010 12:13 PM To: gheufelder@barnstablecounty.org' Subject: Reminder 91 Juniper Ln,Cent Hi George, We just spoke this am about 91 Juniper Ln, Centerville Sending this reminder along as you were away from your office when I reached you. Here's a copy of BOH letter. Item came to Board 6/16/09. Might be helpful to have an update for June-Dec 2009. Then Year 2010 comments/ reports. Thank you. 1 °F114E Town of Barnstable Barnstable Board of Health AN-A,, • MRNSTABLE, • ' � ' y MASS. � 200 Main Street,Hyannis MA 02601 1639. prfD MA1 a 2007 Office: 508-862-4644 Wayne Miller,M.D. FAX: 508-790-6304 Paul Canniff,D.M.D. Junichi Sawayanagi July 1.0, 2009 George Heufelder PO Box 427 Barnstable, MA RE: 91 Juniper Lane, Centerville A= 230 041 Dear George Heufelder: You are granted permission to incorporate aeration into the septic system at 91 Juniper Lane, Centerville with the following conditions: (1) The process shall be carefully monitored and results shall be reported to the Board of Health. This letter will serve in lieu of a septic permit as permission to perform the remediation program for the emergency repair. This permission is granted because the existing septic system is in failure and public sewer is planned for this area in the future. This aeration system is temporary. Sincer ly yours, W yne iller, M.D. airma Q:\WPFILES\GeoHeuf 91 Jun iperLnCent2009.doc COMMONWEALTH OF MASSACHUSETTS - _ EXECUTIVE OFFICE OF ENVIRONMENTAL AFFAIRS d n r DEPARTMENT OF ENVIRONMENTAL PROTECTION 11AP _ PARCEL, 6r LOT b TITLE 5 OFFICIAL INSPECTION FORM-NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM FORM PART A CERTIFICATION Ec7'�! Property Address: 91 Juniper Lane ��® Centerville MA 02632 Owner's Name: James Fowler Owner's Address: Same N 2004 Date of Inspection: November 2,2004 wSTAa�E PT. Name of Inspector: PATRICK M. O'CONNELL Company Name: SEPTIC INSPECTION SERVICES CO. Mailing Address: 189 CAMMETT ROAD MARSTONS MILLS MA 02648 Telephone Number: 508-428-1779 CERTIFICATION STATEMENT I certify that I have personally inspected the sewage disposal system at this address and that the information reported below is true,accurate and complete as of the time of the inspection. The inspection was performed based on my training and experience in the proper function and maintenance of on site sewage disposal systems.I am �1�111111 approved system inspector pursuant to Section 15.340 of Title 5(310 CMR 15.000). The system: �����•�t1 OF _X_ Passes Conditionally Passes a ATRI ••:••NNeeds Further Evaluation by the Local Approving Authority ty M =...4= Fails 0 • ti Inspector's Signature. —a. - Date: 11/2/04 �'�i,� � Q*� 6INSPE nw una��� The system inspector shall submit a copy of this inspection report to the Approving Authority(Board of Health 1 1 DEP)within 30 days of completing this inspection. If the system is a shared system or has a design flow of lth or gpd or greater,the inspector and the system owner shall submit the report to the appropriate regional office of the DEP.The original should be sent to the system owner and copies sent to the buyer, if applicable,and the approving authority. Notes and Comments: System in good condition,pump functioning properly. Probed area of SAS and found no evidence of saturation. ****This report only describes conditions at the time of inspection and under the conditions of use at that time.This inspection does not address how the system will perform in the future under the same or different conditions of use. Title 5 Inspection Form 6/15/2000 page 1 , Page 2 of 11 OFFICIAL INSPECTION FORM—NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A CERTIFICATION(continued) Property Address: 91 Juniper Lane,Centerville Owner: James Fowler Date of Inspection: November 2,2004 Inspection Summary: Check A,B,C,D or E/ALWAYS complete all of Section D A. System Passes: _XX_ I have not found any information which indicates that any of the failure criteria described in 310 CMR 15.303 or in 310 CMR 15.304 exist. Any failure criteria not evaluated are indicated below. Comments: B. System Conditionally Passes: One or more system components as described in the"Conditional Pass"section need to be replaced or repaired.The system,upon completion of the replacement or repair,as approved by the Board of Health,will pass. Answer yes,no or not determined(Y,N,ND)in the for the following statements. If"not determined"please explain. The septic tank is metal and over 20 years old*or the septic tank(whether metal or not)is structurally unsound,exhibits substantial infiltration or exfiltration or tank failure is imminent. System will pass inspection if the existing tank is replaced with a complying septic tank as approved by the Board of Health. *A metal septic tank will pass inspection if it is structurally sound,not leaking and if a Certificate of Compliance indicating that the tank is less than 20 years old is available. ND explain: Observation of sewage backup or break out or high static water level in the distribution box due to broken or obstructed pipe(s)or due to a broken,settled or uneven distribution box. System will pass inspection if(with approval of Board of Health): broken pipe(s)are replaced obstruction is removed distribution box is leveled or replaced ND explain: The system required pumping more than 4 times a year due to broken or obstructed pipe(s).The system will pass inspection if(with approval of the Board of Health): broken pipe(s)are replaced obstruction is removed ND explain: T41. 2 Page 3 of 11 OFFICIAL INSPECTION FORM - NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A CERTIFICATION(continued) Property Address: 91 Juniper Lane,Centerville Owner: James Fowler Date of Inspection: November 2,2004 C. Further Evaluation is Required by the Board of Health: Conditions exist which require further evaluation by the Board of Health in order to determine if the system is failing to protect public health,safety or the environment. 1. System will pass unless Board of Health determines in accordance with 310 CMR 15.303(l)(b)that the system is not functioning in a manner which will protect public health,safety and the environment: — Cesspool or privy is within 50 feet of a surface water — Cesspool or privy is within 50 feet of a bordering vegetated wetland or a salt marsh 2. System will fail unless the Board of Health (and Public Water Supplier,if any)determines that the system is functioning in a manner that protects the public health,safety and environment: _ The system has a septic tank and soil absorption system (SAS)and the SAS is within 100 feet of a surface water supply or tributary to a surface water supply. The system has a septic tank and SAS and the SAS is within a Zone 1 of a public water supply. — The system has a septic tank and SAS and the SAS is within 50 feet of a private water supply well. _ The system has a septic tank and SAS and the SAS is less than 100 feet but 50 feet or more from a private water supply well". Method used to determine distance "This system passes if the well water analysis, performed at a DEP certified laboratory, for coliform bacteria and volatile organic compounds indicates that the well is free from pollution from that facility and the presence of ammonia nitrogen and nitrate nitrogen is equal to or less than 5 ppm, provided that no other failure criteria are triggered. A copy of the analysis must be attached to this form. 3. Other: Titla G incnartinn Fnrm 4/1 G/7nnn 3 Page 4 of 11 OFFICIAL INSPECTION FORM—NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A CERTIFICATION(continued) Property Address: 91 Juniper Lane,Centerville Owner: James Fowler Date of Inspection: November 2,2004 D. System Failure Criteria applicable to all systems: You must indicate"yes"or"no"to each of the following for all inspections: Yes No — _X— Backup of sewage into facility or system component due to overloaded or clogged SAS or cesspool — —X— Discharge or ponding of effluent to the surface of the ground or surface waters due to an overloaded or clogged SAS or cesspool _X_ Static liquid level in the distribution box above outlet invert due to an overloaded or clogged SAS or cesspool — _X_ Liquid depth in cesspool is less than 6"below invert or available volume is less than day flow _X_ Required pumping more than 4 times in the last year NOT due to clogged or obstructed pipe(s). Number of times pumped _X_ Any portion of the SAS,cesspool or privy is below high ground water elevation. _X_ Any portion of cesspool or privy is within 100 feet of a surface water supply or tributary to a surface water supply. — _X_ Any portion of a cesspool or privy is within a Zone 1 of a public well. _X_ Any portion of a cesspool or privy is within 50 feet of a private water supply well. — _X_ Any portion of a cesspool or privy is less than 100 feet but greater than 50 feet from a private water supply well with no acceptable water quality analysis. (This system passes if the well water analysis, performed at a DEP certified laboratory,for coliform bacteria and volatile organic compounds indicates that the well is free from pollution from that facility and the presence of ammonia nitrogen and nitrate nitrogen is equal to or less than 5 ppm, provided that no other failure criteria are triggered. A copy of the analysis must be attached to this form.1 (Yes/No)The system fails. I have determined that one or more of the above failure criteria exist as described in 310 CMR 15.303,therefore the system fails. The system owner should contact the Board of Health to determine what will be necessary to correct the failure. E. Large 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. You must indicate either"yes"or"no"to each of the following: (The following criteria apply to large systems in addition to the criteria above) yes no — _ the system is within 400 feet of a surface drinking water supply _ the system is within 200 feet of a tributary to a surface drinking water supply — _ the system is located in a nitrogen sensitive area(Interim Wellhead Protection Area—IWPA)or a mapped Zone II of a public water supply well If you have answered"yes"to any question in Section E the system is considered a significant threat,or answered "yes"in Section D above the large system has failed. The owner or operator of any large system considered a significant threat under Section E or failed under Section D shall upgrade the system in accordance with 310 CMR 15.304.The system owner should contact the appropriate regional office of the Department. T41P S Tnenorf�nn Rnrm A/i,;nnnn 4 Page 5 of 11 OFFICIAL INSPECTION FORM-NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART B CHECKLIST Property Address: 91 Juniper Lane,Centerville Owner: James Fowler Date of Inspection: November 2,2004 Check if the following have been done. You must indicate"yes"or"no"as to each of the following: Yes No _X_ _ Pumping information was provided by the owner, occupant,or Board of Health — _X_ Were any of the system components pumped out in the previous two weeks? _X_ — Has the system received normal flows in the previous two week period ? — _X_ Have large volumes of water been introduced to the system recently or as part of this inspection? _X_ _ Were as built plans of the system obtained and examined?(If they were not available note as N/A) _X_ _ Was the facility or dwelling inspected for signs of sewage back up? _X_ _ Was the site inspected for signs of break out? _X_ _ Were all system components, excluding the SAS, located on site ? _X _ 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? X_ _ Was the facility owner(and occupants if different from owner)provided with information on the proper maintenance of subsurface sewage disposal systems? The size and location of the Soil Absorption System (SAS)on the site has been determined based on: Yes no _X_ _ Existing information. For example,a plan at the Board of Health. _X_ — Determined in the field(if any of the failure criteria related to Part C is at issue approximation of distance is unacceptable)[310 CMR 15.302(3)(b)] T41. S incnnrti�n Farm All C/7MIl 5 i� Page 6 of 11 OFFICIAL INSPECTION FORM—NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION Property Address: 91 Juniper Lane,Centerville Owner: James Fowler Date of Inspection: November 2,2004 RESIDENTIAL FLOW CONDITIONS Number of bedrooms(design): 3 Number of bedrooms(actual): 3 DESIGN flow based on 310 CMR 15.203 (for example: 110 gpd x#of bedrooms): 330 Number of current residents: 4 Does residence have a garbage grinder(yes or no): No Is laundry on a separate sewage system(yes or no): No 4if yes separate inspection required] Laundry system inspected(yes or no): Seasonal use:(yes or no): No Water meter readings, if available(last 2 years usage(gpd)): Two years total: 147,000 gal.=201 gpd. Sump pump(yes or no): No Last date of occupancy: Currently Occupied COMMERCIAL/INDUSTRIAL Type of establishment: Design flow(based on 310 CMR 15.203): gpd Basis of design flow(seats/persons/sgft,etc.): Grease trap present(yes or no):_ Industrial waste holding tank present(yes or no):_ Non-sanitary waste discharged to the Title 5 system (yes or no):— Water meter readings, if available: Last date of occupancy/use: OTHER(describe): GENERAL INFORMATION Pumping Records: Tank pumped three weeks prior to inspection. Source of information: Owner Was system pumped as part of the inspection(yes or no): No If yes,volume pumped: gallons--How was quantity pumped determined? Reason for pumping: TYPE OF SYSTEM _X_Septic tank,distribution box,soil absorption system _Single cesspool _Overflow cesspool Privy Shared system(yes or no)(if yes,attach previous inspection records, if any) _Innovative/Alternative technology. Attach a copy of the current operation and maintenance contract(to be obtained from system owner) Tight tank _Attach a copy of the DEP approval Other(describe): Approximate age of all components, date installed(if known)and source of information: Compliance date: 3130100 Were sewage odors detected when arriving at the site(yes or no): No Titla C Tnenantinn Fnrm 4/1 r%ionnn 6 Page 7 of I 1 OFFICIAL INSPECTION FORM—NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION(continued) Property Address: 91 Juniper Lane,Centerville Owner: James Fowler Date of Inspection: November 2,2004 BUILDING SEWER: XX (locate on site plan) Depth below grade: 2' Materials of construction:_cast iron _X_40 PVC_other(explain): Distance from private water supply well or suction line: 50' Comments(on condition of joints, venting, evidence of leakage, etc.): SEPTIC TANK: XX (locate on site plan) Depth below grade: 16" Material of construction:_X_concrete metal fiberglass—polyethylene _other(explain) — If tank is metal list age:— Is age confirmed by a Certificate of Compliance(yes or no): certificate) —(attach a copy of Dimensions: 10.5' long x 5.8' wide—1500 gal. Sludge depth: 0" Distance from top of sludge to bottom of outlet tee or baffle: - Scum thickness: 0" Distance from top of scum to top of outlet tee or baffle: - Distance from bottom of scum to bottom of outlet tee or baffle:- How were dimensions determined: STICK WITH HINGE FLAP. Comments(on pumping recommendations, inlet and outlet tee or baffle condition,structural integrity, liquid levels as related to outlet invert,evidence of leakage,etc.): Tank was recently J2umaed and has no sludge or scum lavers LIQUid level at bottom of outlet invert Tees are intact and clear. GREASE TRAP: No (locate on site plan) Depth below grade:_ Material of construction:—concrete metal fiberglass_polyethylene other (explain): — — — Dimensions: Scum thickness: Distance from top of scum to top of outlet tee or baffle: Distance from bottom of scum to bottom of outlet tee or baffle: Date of last pumping: Comments(on pumping recommendations, inlet and outlet tee or baffle condition, structural integrity, liquid levels as related to outlet invert,evidence of leakage,etc.): Titla C Incnontinn Fnrm 411;1,)n 1(1 7 f Page 8 of 11 OFFICIAL INSPECTION FORM—NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION(continued) Property Address: 91 Juniper Lane,Centerville Owner: James Fowler Date of Inspection: November 2,2004 TIGHT or HOLDING TANK: No (tank must be pumped at time of inspection) (locate on site plan) Depth below grade: Material of construction: concrete metal fiberglass polyethylene other(explain): Dimensions: Capacity: gallons Design Flow: gallons/day Alarm present(yes or no): Alarm level: Alarm in working order(yes or no): Date of last pumping: Comments(condition of alarm and float switches,etc.): DISTRIBUTION BOX: XX (if present must be opened) (locate on site plan) Depth of liquid level above outlet invert: 0" Comments(note if box is level and distribution to outlets equal,any evidence of solids carryover, any evidence of leakage into or out of box,etc.): No solids or high stains PUMP CHAMBER: XX (locate on site plan) Pumps in working order(yes or no): Yes Alarms in working order(yes or no): Yes Comments(note condition of pump chamber,condition of pumps and appurtenances, etc.): Floats properly positioned pump in working order. Titlo G inenartinn Fnrm All 8 Page 9 of 11 OFFICIAL INSPECTION FORM—NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION(continued) Property Address: 91 Juniper Lane,Centerville Owner: James Fowler Date of Inspection: November 2,2004 SOIL ABSORPTION SYSTEM(SAS): XX (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: —X_leaching fields,number,dimensions: One 10 x 46 field. overflow cesspool,number: innovative/alternative system Type/name of technology: Comments(note condition of soil,signs of hydraulic failure, level of ponding, damp soil,condition of vegetation, etc.):Probed ground over SAS and found no evidence of saturation No visible evidence of backua vent intact CESSPOOLS: No (cesspool must be pumped as part of inspection) (locate on site plan) Number and configuration: Depth—top of liquid to inlet invert: Depth of solids layer: Depth of scum layer: Dimensions of cesspool: Materials of construction: Indication of groundwater inflow(yes or no): Comments(note condition of soil,signs of hydraulic failure, level of ponding, condition of vegetation,etc.): PRIVY: No (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.): Titles C Tnenontinn Fnrm ail ei,)nnn 9 Page 10 of 11 OFFICIAL INSPECTION FORM—NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION(continued) Property Address: 91 Juniper Lane,Centerville Owner: James Fowler Date of Inspection: November 2,2004 SKETCH OF SEWAGE DISPOSAL SYSTEM Provide a sketch of the sewage disposal system including ties to at least two permanent reference landmarks or benchmarks. Locate all wells within 100 feet. Locate where public water supply enters the building. Juniper Lane ;s zz 53 Z-7 1500 gal tank 1000 gal pump chamber 10 x 46 field Titles Tnenantinn 17nrm 10 I— Page I i of 11 OFFICIAL INSPECTION FORM—NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION(continued) Property Address: 91 Juniper Lane,Centerville Owner: James Fowler Date of Inspection: November 2,2004 SITE EXAM Slope None Surface water None Check cellar Dry Shallow wells None Estimated depth to ground water: More than 10 feet Please indicate(check)all methods used to determine the high ground water elevation: Obtained from system design plans on record- If checked,date of design plan reviewed: _X_Observed site(abutting property/observation hole within 150 feet of SAS) Checked with local Board of Health-explain: Checked with local excavators, installers-(attach documentation) Accessed USGS database-explain: You must describe how you established the high ground water elevation: Area in front yard is 6-8' lower than location of SAS. Titles S Tnenartinn Rnrm 4/1;ionnn 1 1 TOWN OF BARNSTABLE ' �F7HET0 6�P�' Iro OFFICE OF i BARNSTAEL a BOARD OF HEALTH y MAea p� op 1639• ��� 367 MAIN STREET oMaY� HYANNIS,MASS.02601 February 18, 2000 Lawrence Devine P. O. Box 742 Centerville, MA 02632 RE: 91 Juniper Road, Centerville Dear Mr. Devine: You are granted a variance from 310 CMR 15.211, to construct a leaching field only one foot away from the property line. You are granted permission to construct an onsite sewage disposal system at 91 Juniper Road, Centerville, with the following conditions: (1) No more than three (3) bedrooms are authorized. Dens, study rooms, finished attics, sleeping lofts and similar-type rooms are considered "bedrooms" according to the Massachusetts Department of Environmental Protection. a (2) A registered land surveyor shall mark the property line locations at the site before the septic system is installed. (3) The designing engineer shall supervise the construction of the onsite sewage disposal system and shall certify in writing to the Board that the system was installed in strict accordance with the submitted plans dated revised February 1, 2000. This variance is granted because the applicant testified a mistake was made when the foundation was constructed. Instead of a slab, a full foundation was constructed thereby requiring the leaching field to be relocated close to the property line. Sincerely yours, Susan G. Rask, R.S. Chairperson Board of Health Town of Barnstable SGR/bcs devine LIP � a �pFIMElp� OZ ATE:AQ Z - z�—1 V FEE: �• C/C� IlO J BARN ASS. : f\ 9 .. 1639. �0� � REC. BY Town arnstable a , SCHED. DATE: RELEIVE1 �, Board of Health G r D F C 2 9 1999 367 Main Street,Hyannis MA 02601 TOWN OF BARNSTABLE Office: 508-790-6265; HEALTH DEPT. Susan G.Rask,R.S. FAX: 508-790-6304.`/ Sumner Kaufman,M.S.P.H. Ralph A.Murphy,M.D. VARIANCE REQUEST FORM LOCATION 1t Property Address: ,w n,per- Assessor's Map and Parcel Number: M z3v P 4-11 Size of Lot: % 3 S O ! S r= Wetlands Within 300 Ft. Yes Subdivision Name: No �— Business Name: APPLICANT CONTACT PERSON _ Name: 'r vP'�✓��� ,j�e��s•'t.¢ Name: �c.�rz ACC, L, , P Address: �d 13Ox 21-f Z .Ce-ntn vt lle O'Z6YZ. Address: 1&gam 74 Z Cc' fr�Je/ y21.3Z Phone: SOA S7,8 Phone: FAX: FAX: VARIANCE FROM REGULATION(List Reg.) REASON FOR VARIANCE(May attach if more space needed) ✓l/lv.x Gr,t�l.r=e[ ��?! �'� y%- .'Inns / i.J4 #4-1 7rk C"14111 Lei r�.�w 'r6ie�/��Pi�'�iotute. S� o�'P Q CX�N Ile e5r,,Cv f h k i r—a%_k,cXL' is lw `t d 3/O cm 2 /S; Sz-E(dc c I, S -A - 4- Sow P� /°ikg - _/G �. �rc.,',eg; '-(-',F 1b has f JOB ItK,e Checklist(to be completed by office staff-person receiving variance request application) L/"- Four(4)copies of plan submitted(including septic system plans and/or restaurant floor plans) 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 variances only) Variance request application fee collected(no fee for lifeguard modification renewals,grease trap variance renewals[same owner/lessee only],outside dining variance renewals[same owner/lessee 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 Ralph A.Murphy,M.D. Q:/WP/VARIREQ TOWN OF BARNSTABLE j LOCATIONqL�(!✓I j der' Ihr SEWAGE # VILLAGE—rev! -erZ11/1e ASSESSOR'S MAP & LO.T INSTALLER'S NAME&PHONE NO._ ��''�aLdD`% Cv J` 7,� SEPTIC TANK CAPACITYe y, LEACHING FACILITY: (type) 5 e Ili lc� (size) NO. OF BEDROOMS BUILDER OR OWNER PERMTTDATE: 3/ZQ�DO COMPLIANCE DATE: �D Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Feet Private Water Supply Well and LeachingFacility ty (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 i i i Z2 No. 'f' / / :R p' Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE., MASSACHUSETTS Zipprication for Miopogal *p5tem Construction Permit Application for a Permit to Construct(Q Repair( )Upgrade( )Abandon( ) O Complete System ❑Individual Components Location Address or Lot No. 91 J U" )PC-t2 F-DA.O Owner's Name,Address and Tel.No. CeKI -Ee111t_L-E �0,-tAE,5 Assessor's Map/Parcel 3� g9 LAK v Da% E_ CEVATEZV 1 LLG Vtk Installer's Name,Address,and Tel.No. Designer's Name,Address and Tel.No. AZS-1- AAA r /S%% L t.vv sNiv F_"6 t 0,3 t:.G SLk 6X \tOC. ;tN.�1t-�S--��� r�_ ✓v(�C''Z��3C`4� v{.�iL�.�.-� V.Ui���`t...l,L '� -7 o-01311 i Type of Building: Dwelling No.of Bedrooms Lot Size sq.ft. Garbage Grinder(W1) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow gallons per day. Calculated daily flow �J�J� gallons. Plan Date Jut_ 2 1_o9 Number of sheets Revision Date N�o tJ (M.. Title t2koPoSEio `v' E:p-nc !S,Y6rEm J° 1 Chum t?ee- '&An Size of Septic Tank 1 SLD &ALLo" Type of S.A.S. 1 Z X 36 1,CAC t-k%N6 Description of Soil O-3" 0 1 ?,ry F_ N eEDCES �t LKAE tAA T e W-S "k Low�YT C)tov"3 60ME 2007E!:�, S Z6a MCHO -+44.A0_E'Sw iZZ)n-TS Za` 12r_"C ceA.2s6 5 JUG )O`l(-L lei 10Y25/4 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 iss ed b ,t�hi.ss B(o/ d Health. Signed r C Z r r Gam_ Date 3-.JT Application Approved by Date �,�A Application Disapproved for the following reasons f Permit No. Date Issued r`" „w No: _.Kim Fee THE COMMONWEALTH OF MASSACHUSETTS ` Entered in computer: Yes PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE., MASSACHUSETTS y 62pplication for Migogar *pgtem Construction permit Application for a Permit to Construct(YQ Repair( )Upgrade( )Abandon( ) ElComplete System ElIndividual Components Location Address or Lot No. 91 J U ti1 \pE rL IZOA O Owner's Name,Address and Tel.No. s CENrEe.Ytt_t.E JaMcs Aro u.i=CL Assessor's Map/Parcel 2 1 9 L o.1C c_.3�Cz v t_ ZC-%M TEiZ\/I LL C 'M ( Installer's Name,Address,and Tel.No. Designer's Name,Address and Tel.No. AZ S-3'3 A4 i 3 vt?,�-t•z cR"T t Gou S” Sv c.�� k�►.i �.� 61�v t= �2a�u6 \ 46't r.L N c(S Type of Building: Dwelling No.of Bedrooms Lot Size 91 3� sq.ft. Garbage Grinder(A Q Other Type of Building No. of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow 3� gallons per day. Calculaied daily flow _Y�) gallons. Plan Date Ju L.q Z 3 I.O9�) Number of sheets 7_ i Revision Date N1 o Q C:,_ Title ►&OV,'OSEC,> (an E�7S�-EM °J1 Uta e -to__DA{) Size of Septic Tank 6XALt_ )kA Type of\$.A.S. 1 Z x 38 1-cACtAN,u6 �GC7 Description of Soil O �u E N).C.EC>LE& L r F�\A T r£� ' b"_ " /� Lowu�Y�Q►ov,LSJ3 �/ SOME IZCOi� 5 -ZG`' -6 MED3.�0 +^CCU > "iS ZC� \Zt��' C. COAiZSr; SAI.I� )OY Nature of Repairs or-Alterations(Answer when applicable) c Date last inspected: 'a Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Code and not to place the,system in operation until a Certifi- cate of Compliance has been issued b this Board Health. Signed Ic e Date 3-J7 G>� Application Approved by Date Application Disapproved for the following reasons Permit No. "' Date Issued " i--------------------------------------- THE COMMONWEALTH OF MASSACHUSETTS _ I BARNSTABLE, MASSACHUSETTS I Certificate of ComplianNce _ e THIS IS TO CE IFY, 0 site algg Disposal System Constructed( Repaired ( )Upgraded( ) Abandoned O by at has been constructed in accordance with the provisions of Title 5 Ad the for Disposal System Construction Permit No. dated /9",4,- � . Installer A Designer The issuance of this shall n t be co strued as a guarantee that the s ste\ ,w.�ifll function s des' ed.� Date a Inspector ———/————�J—n————————-—————————————————————— 19 No. l / G,/ Fee� s THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION - BARNSTABLE., MASSACHUSETTS Xtgpogal *pgtem Construction 30ermtt Permission is hereby granted to Construct( Repair( )Upgrade( Abandon( ) System located at -7,G /eii tz"', 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:Construct m st be com leted within three years of the date of t s p9 �- Date: Approved by "� i SENDER: • • ! EEF H! Elit tjt �!! tEit j 1lit! ■ Complete items 1,2,and 3.Also complete item 4 if Restricted Delivery is desired. ■ Print your name and address on the reverse so that we can return the card to you. C. Signature ■ Attach this card to the back of the mailpiece, r' ❑Agent X A1111)cl• ❑Addressee or on the front if space permits. e 1. Article Addressed to: D. Is delivery address different from item 1?VO Yes If YES,enter delivery address below: ❑ No 3. Service Type ❑Certified Mail ❑ Express Mail aZj OL& ❑ Registered ❑ Return Receipt for Merchandise ❑ Insured Mail ❑C.O.D. 4. Restricted Delivery?(Extra Fee) ❑Yes 2. Article Number(Copy from Sam a label z 5 PS Form 3811,July 1999 Domestic Return Receipt 102595-99-M-1789 UNITED STATES POSTAL SERVICE First-Class Mail Postage&Fees Paid LISPS Permit No.G-10 • Sender: Please print your name, address, and ZIP+4 in this box ,,// • 0 2-6 2 . jjJs�ciils it�iLsff��1JE���ItA.1ili+ill1.l1111t]It1141111J'A TOWN OF BARNSTABLE , LOCATION 11 114i el' SEWAGE # VILLAGE LM It- 111�16 ASSESSOR'S MAP & LOT INSTALLER'S NAME&PHONE NO._62L>22142tl 12�1 7 2/`Q. ,$p SEPTIC TANK CAPACITY /5-eV C-470W /�1'' LEACHING FACILITY: (type) ,57V l e IM (size) /��' NO. OF BEDROOMS BUILDER OR OWNER >> sr/04 PERMITDATE: Ql®® COMPLIANCE DATE: 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 /-529 27 3 Min.Top of Fnd.44.5 Covers to be at Finish F.§45. Grade. F.G.43.0 Inv.41.ts 1000 Gal. Bot.El.41.31500 Gallon Pump 41.6Septic Chamber 5.0�_ Chamber • Corrected Ground Water Use a 2500 Gallon Septic Tank With Bedding as Elev.36.3 Per Title 5 2 Compartments as Shown DEVELOPED PROFILE-OF PROPOSED SEPTIC SYSTEM Not to Scale 24"0Opening Above For M.H. DESIGN DATA ,. I&I8 Gale Pipe Fbr Frame 8 Cover. Single Family•3 Bedroom Float Support With no Garbage Grinder y,�:, �•�,a�., ,.�,.�:. Daily Flow=110 x 3=330 GPD Septic Tank:330 GPD it 200%z 660 GPD q� Pump Power S Float Cant roI ToD•Box I500Gal.min.See Developed Prof ile Cables Installed in Accordance AbovLetACHING AREA With.Local Bldg.8 Elec.Codes. \ - 330GPD/0.74=446 SF Required O 1 �- Use Bottom Area Only Uri z 41"0 From.Septic Bottom Area=lO'x4V=460 S.F. Tank.Sch.40 PVC Precast Pump 4 60 S.F.Total Provided Chamber LEACHING.BED DESIGN 4.0' d �. All Pipes to be Schedule 40.PVC .►R°� e�.,•;,, :;:;•; Perforated With Capped Ends,Use 3-4 Distribution Line In a 12 x 38' Washed Stone Field as Shown. PLAN NOTES 4 10 0 Sch.40 PVC Finished L Water Supply ForThis Lot is.Municipal Water. From Septic Tank Grade 2.Location of Utilities Shown onThis Plan Are ApproL •• At Least 72 Hours Prior to Any Excavation For This Proieat The ContractorSholl Make The Required �� •rib ►��e. e.• s • Notification fo Dig Safe(I-800-322-4844) Conduit Thu Chamber Galy. q 3 The Contractor is Required to Secure Appropriate For Power d Float Chain Emergency Stowe b Cables. 4e Mi n2'Cover Permits From Town Agencies For Construction Vol.530 Gal. Inv.40.8 Defined byThis Plan. Ala on EI. 86 ° 2"0 Sch.40 PVC 4 Install Risers as Required to Within 12!�of PumponEl.37.8 Mercury Float ' Threaded Pipe Finished Grade. Switchs-3 Req'd 5.All Structures Buried Four Feet or More or Subjeet- Pum off El.37.5 Check Valve to Vehicular Traffic Lobe H-20 Loading. BottomSecure I o ChamberopS 6 Septic System to be Installed in Accordance With Bottom of Chamber I 310 CMR 15.00 Latest,Revision And The Town of Bottom Z 6"Washed Barnstable Board of Health Regulations. ►•'s' 's: one Min. 9 SECTION T 7. All Piping tobs Sch40 PVC PUMP CHAMBER DETAIL' Not to Scale Finish Grade o OF i C M, Compacted,Fill 3!Maximum Filter R SULLIVAN iv 1/8"-Ile NO 29733 Pea Stone CIVIL 4"0 Perforate h " PVC Pips 3/4-1 V2 Doubte . 'a Washed 2.5' 2.5' 2.5' 2.5' O 10,-0� CROSS SECTION OF LEACHING BED JAMES AYOWLER,JR. Not to scale 91 JUNIPER ROAD CENTERVI LLE,MASS. JULY 23,1999 SULLIVAN ENGINEERING INC, SHEET 2 Of2 OSTERVILLE, MASS. F Min.Top of t Fnd.44.5 G.G.43.5 F.G.43.0 Inv.41.8 40.5 Bot.El.41.3 40.3 1500 Gallon Pump 41.6 Septic Tank• Chamber 5.0' 10�Min. Corrected Ground Water 7U�dding Elev.36.3 DEVELOPED PROFILE OF PROPOSED SEPTIC SYSTEM -Not to.Sca(e 24"0Opening Above For M.H. DESIGN DATA ,. 1/"Galv.Pipe FBr From e Bic over. Single Family-3Bedroom Floot Support With no Garbage Grinder ;,�,��., :y,, Daily Flow=110x3=330GP0 Septic Tank:330 GPD x 200%=660GPD Use 1500 Gallon Septic Tank Pump Power 6 Float Control To D-Box Cables Installed inAccordance \0v— LEACHING AREA With.Local BIdg.B Elec. Codes.} / � 330 GPD/0.T4=446 SF Required � Use Bottom Area Only z 4"0 From.Septic ' q Bottom Area=10 x46!=460 S.F- Tank.Sch.40 PVC Precast Pump CWI'� 4 60 S.F.Total Provided Chamber8.0 LEACHING.BED DESIGN All Pipes to be Schedule 40.PVC " Perforated With Capped Ends.Use " Use a 1000 Gallon Septic Tank 3-4 Distribution Line in a 12 x 38'Washed Stone Field as Shown. PLAN NOTES V0 Sch.40 PVC Finished L Water Supply ForThis Lot is Municipal Water. From Septic Tank Grade 2.Location of Utilities Shown on This Plan Am Approx. '•• At Least 72 Hours Prior to Any Excavation ForThis rd3 ��b ;;doe a r• Project The Contractor Shall Make The Required ,., Notification to Dig Safe(1-800-322-48 4) Conduit Thru Chamber Goly. 4 3.The Contractor is Required.to Secure Appropriate For Power 8:Float Emergency Storage ` Cables. Chain a; To D-Box Permits From Town Agencies For Construction •� 0 , Min.2'Cover Defined byThis Plan. Vol.565Gal. Inv 40.8 Alarm on EI.3136 ° 2"0 Sch.40 PVC 4 Install Risers as Required to Within 12'of PumponE1.37.8 Mercury Float Threaded Pipe Finished Grade. Switchs-3 Req'd 5.All Structures Buried Fovr Feet or More or Subject- Pum off El.37,5 Check Valve to Vehicular Traffic tobe H-20 Loading. BottomSecure. fCatmberopa 6, Septic System to belnstalledinAccordance With Bottom of Chamber ( `d 310 CMR 15.00 Lotest,Revision And The Town of Bottom E1.36.5 �' "e 6"WoshCd . :;' b•: Stone Min. Barnstable Board of Health Regulations. SECTION T— T. All Pi ping to be Sch 40 PVC PUMP CHAMBER DETAIL` Not t0 tole Finish Grade OF N, —Compacted'Fill 3` Maximum �b SEA Ile SULLIVAN to 1/8-I/2 C NO.29733 Pea Stone CIVIL C egi Perforate � w a PVC Pipe 3/4-1 V2 Double ,o Washed 2.5' 2.5' 2.5' 141 CROSS SECTION OF LEACHING BED JAMES AYOWLER,JR. Not to Sea Is 91 JUNIPER ROAD CENTERVI LLE,MASS. JULY 2371999 SULLIVAN ENGINEERING INC. SHEET 2 of OSTERVILLE, MASS. t� Lq rak a4lLk 1000 J� - i —— i Pam Tat P4e71 .Dats 7115Na -: OU Pines Avenue TOW P.31OYan BdHaMh DJAkrrld ., .. .p H+t�s oPt TBM�=41.95'MSL TidPlats 1 �. � Pt Top of PK NoB Set / 'V. ra- O Pta rweass and led naas OYR2rt- -d Litu Low"Sand,solla louts iftYR flIJ .: rut /��ri/Y�� �M S2s• B Med.-I .re.ruab 10YR510 �O�y, Pt AX, a 2a= W 12r c me Send.aYKM OlaraM 10YRW4No Wafts Encourdwed N 35*3 50 46, ` o 324.91' Paa62a' Pre Seek is teat.. 85.00' Dlap 1r4r 2Mhosa ao see 73.78' o-eox vaaT o Variance °4' 21°"d°'30'°` o„ '��'. ,1 'cam o Required cer+.ttaNd+ lD© - o• •"�ey 'p 10'. as . 3EP11G TANK � � � - - 7C''• � to .. PUMP O - CF1AMbff t - / ea0. It ratter : - rap Td O ph"needke end bet wafts SYn22 6-1r ., A Low"Sand•senor beta 10"so LOCUS PLAN . i lra .d.r a Nee.sfee.roets 1orRsn - \ \ 2r-ar c cowasa"wooa� lomew Scale:l'=2000 t42 zar = bUP 230 PARCEL 41 N Variance Required1. 310CMR15.211(1).MinimumSetbackDistancesfrompropertyline wa10(ten)feet rquired 1.0(one)foot provided from street line. Exisfinp Concrete FaandO/' — DewlJBGS Gmuld WetsCalatatlwn 1 t.epe Cod CommfaYan Tadrieal BJdYI _ a O�q Q o \ n1\ f 3ittL a ` ————— 41\ \ Ylda[Wet A1W247 C,t - 7os C 16' \ t .. \ � 0!a JIty1S.1t99 - ! _ 1 i.S' p �p�F•-1 �- `\ Mar"Resdnng nda Wall - PP .la�9350tSF 1rp \ Wder Level Aalramist 53 Q R` v Observed wafer E7e4eSan N6W 21.4 corrected Ground Weser NGVD 363 - 0 9 M / 56RVff P6 � The proposed foundation shown hereon complies with the Town of Barnstable / ---/ 85.00' `9, 85.00' sideline and setback requirements and Is not located within the 100-year flood plain, 6a60' --37 -S d531�50' W NOTE: _ --- ZONE: The p,,,lpd{y awe tnfamotlon shown awe eompBed RD-1 tiarrl o11d6able/aapd iltbrtnotkrl and does not Edge of P—t ----- --- OVERLAY DISTRICT: Area(min. 4J•560 SF represent an an the ground aurora \ r \ AP -Aquifer Protedlon Dlstrlet FronWjdttan Entitled oy^a 1m61)ZO' JUMPS, a Q \ As'Revised Groundlwwtr Protection Seth (m�) 1 5' y conventional surw and y methods.etall shown was obtained v UMPS, \ \Road \ Overlay Districts'-April. 1993 �Sideitc10' \ \\ Rear 0 alevatim of Le datum ake Is MGM 30/OCT/98) 02 1 00 MONfiD tpUTON OF�KN•060 05 1015 20 30 4o FEET w.vta/oee 12�15wv Movwo LocATtom OF 1-et+,cae.6490 - Title: North Scale f 20' Sheet Pre—pared y Prepared Fo Sullivan Engineering,Inc. (C aPS19Urg r.JAMES A.FOWLER,JR. PROPOSED SEPTIC SYSTEM �7" Data I 'of 2 J PO Box 659 PO Sax 718 99 LAKE DRIVE 91 JUNIPER ROAD -(/ JULY 23,1999 0stervtlle• MA 02655 N)unnis MA 02601-0718 CENTERVILLE,MASS. Dwg N C348P2 130SN taee�oaw� 11 -7ao2 fsoe/ CENTERVILLE,MASS. ewis t fg: wllIle e PercTe� P-9471 Date 7/15/99 _{ � .TBM E1=41.95' MSL A Q p SE Me. P.SuMven B of Health D.Miorandi . ' 2 pognt /''fin a Top of PK Nail Set / f �Op Ul�� A vIenu� Tea Hole 1 �•o Hayes o , o. . /Ed a of Pavement a �• F Pau tittl e W-3• O Pine needles and leaf matter ,,YR22 O O 3'-• A Loamy Sand,some roots 1oYR 513 • ` b` rest P e. A/et B Med.Sand,few roots 10YR 5/6 Q' �QCU oy. e 43 — .S' a o p 28'-12G C Coarse Sand,single grained I OYR614 N 35 3 PS 0" E 324.91' No WWer Encowdared �� PeroQ36" Pre Soak 1S Minutes 'nn Q •,• . •`• .Od '� � 73.78 pu nn \ 85.��0 Drop 12"-9" 2 Minutes 00 sec •y,,•.�•.�•.. •• I o• /Z. •.•, u CHAMBEp, IrNk (Cll. O VOriOrice 9 2Mirntes30see ',• • p4 Required Class 1 Material ID so _ `s 0 E on O } eechw c � 0 Teat Hole 2 SEPTIG TANK \ 0"-" O Pere needles and leaf matter SYR= $ \ 1 6'42' A Loamy Sand,some roots 10YR 5/3 \ ` 1r-' B Med.Sand,few roots I OYR 5/6 LOCUS PLAN I \ i 26"-12V C Coarse Sand,shoe grained t0YR6/4 Scale : I =2000� Water F.neornrtaed @"m EfevaBon 31.0 NGVD MAP 230 PARCEL 41 Z\ -W T`: Existing Concrete o W/*Y -► ►�j --Foundot on. 42 o Dwelling _ W/� O — — —• USGS Hi Ground Water Calculation , P Dwellin ` — — - + fi g O� Cape Cod Commission Technical Bulletin 92-001 — — — — — 41 ` Index Well Al W247 � Zonetlf t E' t2,Sn Date Juyl5,1999 Qr- N� �93 5 0+S F sr \ Monthly Reading Index Wei 24 7 Vim/ Water Level Adjustment 5.3 r .. \ Observed Water Elevation NGVD 31.0 0 Corrected Ground Water NGVD 36.3 � /l oo�o ,� M RESERVE FM IN, SWJJVAD - H-z — — The proposed foundation shown hereon complies with the Town of Barnstable CIVIL� 65.60' 85.00' r sideline and setback requirements'and is not located withinahe 10(}-year flood plain. - -37— S J5�31'50" W -0H M" R NOTE.: FZOi+VD The property line information shown was compiled Edge of Pavement — — — D-1 from available record information and does not —36— — — !OVERLAY DISTRICT: 560 SF represent an on the round survey. Area (min. 43, p g y. o \ AP — Aquifer Protection District Fronts a (min) 20' Jungp(.Ir. \� Road \ As Shown on Plan Entitled W70NO s.in) 125' The topography and detail shown was obtained 6. 'Revised Groundwater Protection by conventional survey methods. \ \ Overlay Districts' — April, 1993 Front 30' IN, Side 10' I The datum used is NGVD '29, Based on the \ Rear 10' elevation of Lake Wequaquet.(33.6' on 301OCT/98) O ► 1015 20 30 40 FEET �zevrSnON 12�15�99 N1ovr-o LOCATION OF LEACH. OED Prepared By. a Prepared For: I Title: North Scale 1- -20, Sheet # Sullivan (Engineering, Inc. uaG�s&ry JAMES A. FOWLER,JR.? PROPOSED SEPTIC SYSTEM Date PO Box 659 PO Box 718 G� -Of 2 Osterville,;: MA 0,?655 Hyannis MA 02601-0718 99 LAKE DRIVE' f 91 JUNI PER ROAD JULY 23, 19ss (508)428-3344 (508)4 8-3115 fax (508)790-7902 (508)790-7905 fax CENTERV I LL E , MASS. C E NTERV I LLE ,MASS. ,a "g # ` PsuIIPEBool.com copesurvOcopecodnet `] r >a (,u yr , • 48P2 419 - h - � Pt ew18 Y Perc Test P-9471 Date 7115199 r r b nTM ©=41.95' MSL h2 op Avenuv p SE Mc. P.SYISvan 8 of Health D.Miorar� o i Hayes oTop of PK Nall Set Pain �� -Pines Tear Hole 1 f -EdgeOf Po►bment W-3" O Pine needles and leaf matter SYR2/2 = �� LittlAw 3"-5" A Loamy Sand,some rootsIOYR 5r3rest05"26' B Med.Sandfew roots 10YR 510t 43 — o Pos '0 26-126" C Coarse Sand.single grained 10YR614 0 •��6 4 61. • No Water Encountered op'a 35 3�50" 324.91' PercQ36" Pre Soak 15 Minutes s• a o '�•� o•' e� o 73.78' aBox - 85.00 Drop 12"-9" 2 Minutes 00 sec • o ' ,. '�; C Z - veNT p Va r i a n c e 9"-6" 2 Minutes 30 sec s o0 " �••••4S••e c� ` f I Required class 1 Material Q •'�• wES1 •• .. o. I o� 3EFnC TANK O PUMP 9 , o �O n G�tAM6ER .O Teat Hole 2 each OQ .WO I'll V1111 N 0"�" O Pine needles and leaf matter 5YR212 3 0 1 6"-12" A Loamy Sand,some roots 10YR 5/3 - LOCUS PLAN 12"26"LL B Med.Sand,few roots 10YR 516 \ \ 26--120" C Coarse Sand.single Walned 10yW4 Scale : 1 �=20001 - , Water Encowdwvd a 84"■Efevadon 31.0 NGVD o 1 9• MAP 230 PARCEL 41 Variance Required Z 12'6� U ;1. 310CMR15.211(1):Minimum Setback Distances from property line A 10(ten)feet required 1.0(one)foot provided from street line. - �" w £xisth7g Concrefe o WA - Y D*Wllnp Iv O \ _-Foundot b _ — _ 42 O USGS High Ground Water Calculation D"Ung �p _; l _ 1 Cape Cod Commission Techrtieal Bulletin 92-001 ` 0 03 - s \\ rr, 1 Index Well A1W247 `� ems' Zone C lv§l- Fr. f Ju 15,1999 2 i Date N O I-A �- ` 4 7 r6 .� + � \ Monthly Reading index Well �_ � _ 0�.� �93 5 0-S F sro\ \ Water Level Adjustment 5.3 \ Observed Water Sevation NGVD $1.Q Corrected Ground Water NGVD 36.3 /j 09 M / RIESS 14 14-z The proposed foundation shown hereon complies with the Tow>m of Barnstable 65.60' - - - 85.00' `�8 _ 85.00' sideline and setback requirements and is not located within the 100-year flood plain. - -37- S_353Q50" "W - —OH 1F1W w W NOT: The property hhe information shown was compiled ZONE: — — — — _ RD-1 from available record-information and does not Edge of Povament —36— — — OVERLAY DISTRICT Area (min.) 43,560 SF represent an on the ground survey. o = r \ AP - Aquifer Protection District Frontage (min) 20' p \ \ As Shown on Plan Entitled Width (min) 1 5' The topography and detail shown was obtained Junipur tea, ���� 'Rc.vised Groundwater Protection Setbacks: by conventional survey methods. Overlay Districts' - April. 1993 Front 30' \ the Side 10 datum used is NGVD 29 Based on 1 The do \\ Rear 10' elevation of Lake Wequaquet.(33.6' on 30/OCT/98) 0? 1 00 MGbeo L.OGATION OF LFAC.N. OSID 0 5 10 15 20 30 40 FEET FZEv�arON t2�r5/94 MOveO LOCATION OF L5AGF1.6 -0 North Scale , Sheet # Prepared By. o Prepared For: Title: 1'=2D Sullivan engineering, IIlC. (%ap sury DAMES A. FOWLER,JR. PROPOSED SEPTIC SYSTEM Date PO Box 718 91 JUNIPER ROAD I of 2 PO Box 659 Hyannis MA 02601-0718 99 LAKE DRIVE DULY 23, 1999 Osterville, MA 02655 C E NTEI�V I LLE ,MASS. Dw9 # (508)428-33++ (so8)428-315 F (5M)780-7902 )� nfox CENTERVI LLE ,MASS. c34sP2 PSURPEOod.com