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Home My WebLink About0000 KETTLEHOLE ROAD - Health 0u Z L yt TOWN OF BARNSTABLE OFFICE OF 1 DAHd9TSBL i BOARD OF HEALTH NAM 'o i639• 367 MAIN STREET cMnYk HYANNIS, MASS.02601 April 15, 1997 Steven Shuman RE: Preliminary subdivision plan of land in Marstons Mills Chairman, Planning Board Petitioner: Frances R. Pittendreigh, trustee Barnstable Town Hall Title: "Indian Lakes Development Trust Hyannis, Ma 02601 Assessor's Map 61, Parcel 9, 10, 13 Engineer: Baxter & Nye, Inc. Date: March 12, 1997 Dear Mr. Shuman: The Board of Health has reviewed this preliminary subdivision plan in Marstons Mills makes the following recommendations: The developer must provide public water to each and every lot in this subdivision. Public water lines and all connections must meet specifications and/or rules and regulations of the local water department. Each septic system shall be located within the prescribed boundaries of each individual lot. All septic systems shall be located as most distant as possible from the wetlands within each lot. The developer shall have recorded on the deed that variances from Title 5, Minimum Requirements for the Subsurface Disposal of Sanitary Sewage, or the Town of Barnstable Health Regulations whichever is more stringent, will not be granted on any lot in this subdivision. A percolation test must be made on each lot at leaching site, before a Disposal Works Construction Permit will be issued. Maximum groundwater elevations must be determined by using data available from the United States Geological Survey - Probable High Groundwater Levels on Cape Cod, Mass. Each proposed septic system must conform strictly to 310 CMR 15.00, the State Environmental Code, Title 5, and Town of Barnstable Rules and Regulations. Any lawn area created must be covered by at least four (4) inches of loam. All tree stumps, brush and building debris removed when clearing lots or roads must be disposed of at a licensed solid waste disposal facility. Chipping brush and tree stumps is an acceptable alternative. Burial on site is prohibited. The applicant must receive an Order of Conditions from the Conservation Commission, if applicable. Prior to Board of Health approval of each building permit, the sewage system and water supply must conform to 310 CMR 15.00, the State Environmental Code, Title 5, or Town Health Regulations, whichever is more stringent. It is recommended that each sewage disposal leaching facility shall be located the furthest distance from Middle Pond on each lot to reduce eutrophication caused by phosphorous and other nutrients. The United States Environmental Protection Agency's National Eutrophication Survey states that 0.25 lbs. per year of total phosphorous enters wetlands from every person served by onsite septic systems within 300 feet wetlands (US EPA 1983). The Town of Barnstable in it's "Stormwater Priority Listing" dated August 1985, revised 1987, lists this as an area where shellfish resources and wetlands must be protected. Prior to Board of Health approval of each building permit, the sewage system and water supply must conform to 310 CMR 15.00, the State Environmental Code, Title 5, or Town Health Regulations, whichever is more stringent. Very truly yours, OusaknG&RV, R.S. Chairman Brian R. Grady, R.S. i Ralph Iurph4, Iyt. BOARD F HEALTH TOWN OF BARNSTABLE SGR/bcs Copy: Indian Lake Development Trust Town Clerk Baxter& Nye, Inc. Health Department COMM Fire District Conservation Commission " TOWN OF BARNSTABLE OF TH E Taw OFFICE OF I Deaa]TSDr, i BOARD OF HEALTH cos,i639• 367 MAIN STREET 'EDMAI HYANNIS, MASS.02601 April 15, 1997 Steven Shuman RE: Preliminary subdivision plan of land in Marstons Mills Chairman, Planning Board Petitioner: Frances R. Pittendreigh, trustee Barnstable Town Hall Title: "Indian Lakes Development Trust Hyannis, Ma 02601 Assessor's Map 61, Parcel 9, 10, 13 Engineer: Baxter & Nye, Inc. Date: March 12, 1997 Dear Mr. Shuman: The Board of Health has reviewed this preliminary subdivision plan in-Marstons Mills makes the following recommendations: The developer must provide public water to each and every lot in this subdivision. Public water lines and all connections must meet specifications and/or rules and regulations of the local water department. Each septic. system shall be located within the prescribed boundaries of each individual lot. All septic systems shall be located as most distant as possible from the wetlands within each lot. The developer shall have recorded on the deed that variances from Title 5, Minimum Requirements for the Subsurface Disposal of Sanitary Sewage, or the Town of Barnstable Health Regulations whichever is more stringent, will not be granted on any lot in this subdivision. A percolation test must be made on each lot at leaching site, before a Disposal Works Construction Permit will be issued. Maximum groundwater elevations must be determined by using data available from the United States Geological Survey - Probable High Groundwater Levels on Cape Cod, Mass. Each proposed septic system must conform strictly to 310 CMR 15.00, the State Environmental Code, Title 5, and Town of Barnstable Rules and Regulations. Any lawn area created must be covered by at least four (4) inches of loam. All tree stumps, brush and building debris removed when clearing lots or roads must be disposed of at a licensed solid waste disposal facility. Chipping brush and tree stumps is an acceptable alternative. Burial on site is prohibited. The applicant must receive an Order of Conditions from the Conservation Commission, if applicable. Prior to Board of Health approval of each building permit, the sewage system and water supply must conform to 310 CMR 15.00, the State Environmental Code, Title 5, or Town Health Regulations, whichever is more stringent. It is recommended that each sewage disposal leaching facility shall be located the furthest distance from Middle Pond on each lot to reduce eutrophication caused by phosphorous and other nutrients. The United States Environmental Protection Agency's National Eutrophication Survey states that 0.25 lbs. per year of total phosphorous enters wetlands from every person served by onsite septic systems within 300 feet wetlands (US EPA 1983). The Town of Barnstable in it's "Stormwater Priority Listing" date.d August 1985, revised 1987, lists this as an area where shellfish resources and wetlands must be protected. Prior to Board of Health approval of each building permit, the sewage system and water supply must conform to 310 CMR 15.00, the State Environmental Code, Title 5, or Town Health Regulations, whichever is more stringent. Very truly yours, usan G. R s ,•R.S. Chairman Brian R. Grady, R.S. Ralph . urph , bi. BOARD F HEALTH TOWN OF BARNSTABLE SGR/bcs Copy: Indian Lake Development Trust Town Clerk Baxter& Nye, Inc. Health Department COMM Fire District Conservation Commission TOWN OF BARNSTABLE THE raw OFFICE OF i i DARISTAHr, i BOARD OF HEALTH MAD& �o i639• 367 MAIN STREET �o M HYANNIS, MASS.02601 April 15, 1997 Steven Shuman RE: Preliminary subdivision plan of land in Marstons Mills Chairman, Planning Board Petitioner: Frances R. Pittendreigh, trustee Barnstable Town Hall Title: "Indian Lakes Development Trust Hyannis, Ma 02601 Assessor's Map 61, Parcel 9, 10, 13 Engineer: Baxter S& Nye, Inc. Date: March 12, 1997 Dear Mr. Shuman: The Board of Health has reviewed this preliminary subdivision plan in Marstons Mills makes the following recommendations: The developer must provide public water to each and every lot in this subdivision. Public water lines and all connections must meet specifications and/or rules and regulations of the local water department. Each septic system shall be located within the prescribed boundaries of each individual lot. All septic systems shall be located as most distant as possible from the wetlands within each lot. The developer shall have recorded on the deed that variances from Title 5, Minimum Requirements for the Subsurface Disposal of Sanitary Sewage, or the Town of Barnstable Health Regulations whichever is more stringent, will not be granted on any lot in this subdivision. A percolation test must be made on each lot at leaching site, before a Disposal Works Construction Permit will be issued. Maximum groundwater elevations must be determined by using data available from the United States Geological Survey - Probable High Groundwater Levels on Cape Cod, Mass. Each proposed septic system must conform strictly to 310 CMR 15.00, the State Environmental Code, Title 5, and Town of Barnstable Rules and Regulations. Any lawn area created must be covered by at least four (4) inches of loam. All tree stumps, brush and building debris removed when clearing lots or roads must be disposed of at a licensed solid waste disposal facility. Chipping brush and tree stumps is an acceptable alternative. Burial on site is prohibited. The applicant must receive an Order of Conditions from the Conservation Commission, if applicable. Prior to Board of Health approval of each building permit, the sewage system and water supply must conform to 310 CMR 15.00, the State Environmental Code, Title 5, or Town Health Regulations, whichever is more stringent. It is recommended that each sewage disposal leaching facility shall be located the furthest distance from Middle Pond on each lot to reduce eutrophication caused by phosphorous and other nutrients. The United. States Environmental Protection Agency's National Eutrophication Survey states that 0.25 lbs. per year of total phosphorous enters wetlands from every person served by onsite septic systems within 300 feet wetlands (US EPA 1983). The Town of Barnstable in it's "Stormwater Priority Listing" dated August 1985, revised 1987, lists this as an area where shellfish resources and wetlands must be protected. Prior to Board of Health approval of each building permit, the sewage system and water supply must conform to 310 CMR 15.00, the State Environmental Code, Title 5, or Town Health Regulations, whichever is more stringent. Very truly yours, usan G. R s , R.S. Chairman Brian R. Grady, R.S. Ralph urph, , BOARD F HEALTH TOWN OF BARNSTABL E SGR/bcs Copy: Indian Lake Development Trust Town Clerk Baxter& Nye, Inc. Health Department COMM Fire District Conservation Commission TOWN OF BARNSTABLE �pF tN E T0� OFFICE OF I Dsaa9TSDr, i BOARD OF HEALTH °o i639• 367 MAIN STREET cM�rk HYANNIS, MASS.02601 April 15, 1997 Steven Shuman RE: Preliminary subdivision plan of land in Marstons Mills Chairman, Planning Board Petitioner: Frances R. Pittendreigh, trustee Barnstable Town Hall Title: "Indian Lakes Development Trust Hyannis, Ma 02601 Assessor's Map 61, Parcel 9, 10, 13 Engineer: Baxter & Nye, Inc. Date: March 12, 1997 Dear Mr. Shuman: The Board of Health has reviewed this preliminary subdivision plan in Marstons Mills makes the following recommendations: The developer must provide public water to each and every lot in this subdivision. Public water lines and all connections must meet specifications and/or rules and regulations of the local water department. Each septic system shall be located within the prescribed boundaries of each individual lot. All septic systems shall be located as most distant as possible from the wetlands within each lot. The developer shall have recorded on the deed that variances from Title 5, Minimum Requirements for the Subsurface Disposal of Sanitary Sewage, or the Town of Barnstable Health Regulations whichever is more stringent, will not be granted on any lot in this subdivision. A percolation test must be made on each lot at leaching site, before a Disposal Works Construction Permit will be issued. Maximum groundwater elevations must be determined by using data available from the United States Geological Survey - Probable High Groundwater Levels on Cape Cod, Mass. Each proposed septic system must conform strictly to 310 CMR 15.00, the State Environmental Code, Title 5, and Town of Barnstable Rules and Regulations. Any lawn area created must be covered by at least four (4) inches of loam. All tree stumps, brush and building debris removed when clearing lots or roads must be disposed of at a licensed solid waste disposal facility. Chipping brush and tree stumps is an acceptable alternative. Burial on site is prohibited. The applicant must receive an Order of Conditions from the Conservation Commission, if applicable. Prior to Board of Health approval of each building permit, the sewage system and water supply must conform to 310 CMR 15.00, the State Environmental Code, Title 5, or Town Health Regulations, whichever is more stringent. It is recommended that each sewage disposal leaching facility shall be located the furthest distance from Middle Pond on each lot to reduce eutrophication caused by phosphorous and other nutrients. The United States Environmental Protection Agency's National Eutrophication Survey states that 0.25 lbs. per year of total phosphorous enters wetlands from every person served by onsite septic systems within 300 feet wetlands (US EPA 1983). The Town of Barnstable in it's "Stormwater Priority Listing" dated August 1985, revised 1987, lists this as an area where shellfish resources and wetlands must be protected. Prior to Board of Health approval of each building permit, the sewage system and water supply must conform to 310 CMR 15.00, the State Environmental Code, Title 5, or Town Health Regulations, whichever is more stringent. Very truly yours, Ousa"nFR�—&s , .S. Chairman Brian R. Grady, R.S. Ralph . lurph6, M. BOARD . F HEALTH TOWN OF BARNSTABLE SGR/bcs I Copy: Indian Lake Development Trust Town Clerk Baxter& Nye, Inc. Health Department COMM Fire District Conservation Commission TOWN OF BARNSTABLE �F THE TO OFFICE OF DAHalTODL i BOARD OF HEALTH NAM 'oo i639• 367 MAIN STREET Oup"( HYANNIS, MASS.02601 April 15, 1997 Steven Shuman RE: Preliminary subdivision plan of land in Marstons Mills Chairman, Planning Board Petitioner: Frances R. Pittendreigh, trustee Barnstable Town Hall Title: "Indian Lakes Development Trust Hyannis, Ma 02601 Assessor's Map 61, Parcel 9, 10, 13 Engineer: Baxter & Nye, Inc. Date: March 12, 1997 Dear Mr. Shuman: The Board of Health has reviewed this preliminary subdivision plan in Marstons Mills makes the following recommendations: The developer must provide public water to each and every lot in this subdivision. Public water lines and all connections must meet specifications and/or rules and regulations of the local water department. Each septic system shall be located within the prescribed boundaries of each individual lot. All septic systems shall be located as most distant as possible from the wetlands within each lot. The developer shall have recorded on the deed that variances from Title 5, Minimum Requirements for the Subsurface Disposal of Sanitary Sewage, or the Town of Barnstable Health Regulations whichever is more stringent, will not be granted on any lot in this subdivision. A percolation test must be made on each lot at leaching site, before a Disposal Works Construction Permit will be issued. Maximum groundwater elevations must be determined by using data available from the United States Geological Survey - Probable High Groundwater Levels on Cape Cod, Mass. Each proposed septic system must conform strictly to 310 CMR 15.00, the State Environmental Code, Title 5, and Town of Barnstable Rules and Regulations. Any lawn area created must be covered by at least four (4) inches of loam. All tree stumps, brush and building debris removed when clearing lots or roads must be disposed of at a licensed solid waste disposal facility. Chipping brush and tree stumps is an acceptable alternative. Burial on site is prohibited. The applicant must receive an Order of Conditions from the Conservation Commission, if applicable. Prior to Board of Health approval of each building permit, the sewage system and water supply must conform to 310 CMR 15.00, the State Environmental Code, Title 5, or Town Health Regulations, whichever is more stringent. It is recommended that each sewage disposal leaching facility shall be located the furthest distance from Middle Pond on each lot to reduce eutrophication caused by phosphorous and other nutrients. The United States Environmental Protection Agency's National Eutrophication Survey states that 0.25 lbs. per year of total phosphorous enters wetlands from every person served by onsite septic systems within 300 feet wetlands (US EPA 1983). The Town of Barnstable in it's "Stormwater Priority Listing" dated August 1985, revised 1987, lists this as an area where shellfish resources and wetlands must be protected. Prior to Board of Health approval of each building permit, the sewage system and water supply must conform to 310 CMR 15.00, the State Environmental Code, Title 5, or Town Health Regulations, whichever is more stringent. Very truly yours, Ousa!Cft-4, R.S. Chairman Brian R. Grady, R.S. i Ralph urph�i, bt. BOARD . F HEALTH TOWN OF BARNSTABLE SGR/bcs Copy: Indian Lake Development Trust Town Clerk Baxter& Nye, Inc. Health Department COMM Fire District Conservation Commission TOWN OF BARNSTABLE DETMETo OFFICE OF i BAWSTAM r BOARD OF HEALTH °0 1639• �� 367 MAIN STREET a Mph 4 HYANNIS, MASS.02601 October 17, 2000 Raymond Lang RE: Preliminary plan of land in W. Barnstable Chairman, Planning Board Petitioner: Aila Jarvi Barnstable Town Hall Assessor's Map 217, Parcels 25 Hyannis, MA 02601 Engineer: Down Cape Engineering, Inc. Date: October 3, 2000 Dear Mr. Lang: The Board of Health has reviewed this preliminary subdivision plan in W. Barnstable and makes the following recommendations: The developer must provide public water to each and every lot in this subdivision identified on the submitted plan dated Revised October 3, 2000 identified as PL. BD. #788, plan of land in West Barnstable, Massachusetts, as prepared for Aili P. Jarvi. Public water lines and all connections must meet specifications and/or rules and regulations of the local water department. Each septic system shall be located within the prescribed boundaries of each individual lot. No more than four (4) bedrooms are authorized at Lot 3. Also, if any of the other lots abutt a parcel which is connected to a private water supply well, said lot(s) shall be limited to 440 gallons per acre per day. All septic systems shall be located as most distant as possible from the wetlands within each lot. The developer shall have recorded on the deed that variances from Title 5, Minimum Requirements for the Subsurface Disposal of Sanitary Sewage, or the Town &f Barnstable Health Regulations whichever Is more stringent, will not be granted on any lot in this subdivision. A percolation test must be made on the lot at leaching site, before a Disposal Works Construction Permit will be issued. Maximum ground water elevations must be determined by using data available from the United States Geological Survey - Probable High groundwater Levels on Cape Cod, Mass. Each proposed septic system must conform strictly to 310 UMH I b.00, the btate Environmental Code, Title 5, and Town of. Barnstable Rules and Regulations. All tree stumps, brush and building debris removed when clearing lots or roads must be disposed of at a licensed solid waste disposal facility. Chipping brush and tree stumps Is an acceptable alternative. Burial on site is prohibited. Any lawn area created must be covered by at least four (4) inches of loam. The applicant must receive an Order of Conditions from the Conservation Commission, if applicable. Prior to Board of Health approval of each building permit, the sewage system and water supply must conform to 310 CIV1R 15.00, the State Environmental Code, Title 5, or Town Health Regulations, whichever is more stringent. Sincerely yours, usan G. R k, R.S., Chairman Ralp tM'Lirphy,'M.D. Sumner Kaufman, MSPH Board of Health Town of Barnstable SGR/bcs Copy: Aili P. Jarvi Down Cape Engineering, Inc. Town Clerk Health Department West Barnstable Fire District Conservation Commission f - '�i"" 'a -•fi�^P-y.; -rig. Gi__.=A TOWN OF B NS ABLE 'iSEUIVISION RULES AND REGULATIONS FORM B ••T---__� APPLICATION FOR TENTATIVE APPROVAL OF PRELIMINARY Pp&`, , n ��CC / li bate: T_ s ao a , r . �OQ® Subdivision # : 7gFi f c.F To the Planning Board in the Town of Barnstable: The undersigned authorized applicant(s) or owner(s) of all the land shown on the accompanying Preliminary Subdivision plan located and described as follows: Plan Title: f2c�i�i�i/�,Q�i �r,4 �: ►f/ /off o/�',�/��,� �n+ � ,._ i/fd ig V Plan Date: Assessor's Map and Parcel Number(s) 7 Zoning: P_)t� Area: Number of Lots: Drawn By: Address: Phone: �5-02' 76 z— ¢S i hereby submits such plan as a Preliminary Subdivision plan in accordance with the Rules and Regulations of the Barnstable Planning Board. The undersigned's title to said land is derived as follows: /2 10 7 s 7 PLEASE COMPLETE THE FOLLOWING 1 . Access to the, development is proposed from the following street (s) - 2 . Have any of the propos�d access roads been designated as Scenic Roads? yes no If yes, which one(s) ? t 3. The development will be served by: ✓ Town Water Supply Private Wells Town Sewers On-Site Sewage Disposal Systems Package Sewage Treatment Facility 4 . Is any part of the development within the following Groundwater Protection Overlay Districts of the Zoning Ordinance? GP yes no WP yes no 5. Are there: a. Any wetlands or inland water bodies on this site? yes _ k/ no approximate area. .:f y b. Wetlands or inland waterbodies within 200 feet of the perimeter? / yes no 6. Is any of the site/within the FEMA 100 year flood plain? yes � no 100 - 500 year fl1000d plain? yes �/ no 100 year Velocity Zone? yes V/no 7 . Is the subdivision in a Historic District? yes no 8. Is the subdivision in a District of Critical Planning Concern as designated by the Cape Cod Commission? yes no 9. Is the subdivision located in an Area of Critical Environmental C cern? yes y no 10. Is the subdivision located in a Critical Habitat as designated by the 1 90 APCC publication "Cape Cod Critical Habitats" yes no _ _.._.„_2....� ._ ,',' `.,s Nib-w++ �:��c,rY'S•l'-.-..,ze-. - _ - y � r 11 . Will the subdivision conform to all the requirements of the Subdivision Rules and Regulations? a —1L yes no If "no" , attach a list of waivers required. To the best of my knowledge the information submitted herewith is complete and accurate. 141 Signatur f Owner Address Telephone Signature of Owner Address Telephone Signature of Address Telephone Authorized Applicant Applicant's Authorization: Received by Town Clerk: Date: Time: Fee: Signature: Please make check payable to the Town of Barnstable Received by Board of Health: Date: Time: Signature: i I ' TOWN OF BARNSTABLE SUBDIVISION RULES AND REGULATIONS FORM B R PRELIMINARY SUBDIVISION PLAN - SUBMISSION CHECKLIST This form must be completed by the plan preparer, signed and dated and returned with a completed copy of Form B attached and j the appropriate filing fee. No application shall be considered ' complete until all the required materials have been submitted. For the complete submission requirements, see Section 3-5 of the ` Rules and Regulations. PLEASE CHECK EACH ITEM: Two copies of the completed Form B and Form B Checklist. Filing Fee $ + 7 U A copy of the deed for each parcel. i A copy of the most recent tax bill for each parcel. A list of waivers which may be required. Nine copies of the EA Form if required. (Submission is recommended at the Preliminary stage. ) 10 copies of the Preliminary Plan at a scale of 1"=100 ' Six copies of the Preliminary Plan containing the following information: Subdivision name and number, north arrow, date, scale, legend, and the words "Preliminary Plan" . Key map at 1" = 1,000 ' . Below the key map, the assessors map and parcel number(s) , zoning district(s) and zoning overlay district(s) , and zoning area, frontage and width requirements. Total area of the subdivision. i Names of record owner, applicant and plan / preparer. 11 Subdivision boundaries, adjacent property lines and abutters. i l Existing and proposed streets, ways, easements, public areas, and width of paving. Legal status of ways. Al/}. Top and toe of proposed slopes adjacent to roadways. Sight distances. Approximate lot sizes, lot numbers. Approximate area of wetlands on each parcel. Drainage systems , existing and proposed. IO Topography shown by contours. Significant site features, including wetlands, waterbodies, flood zone boundaries, and kettle holes. ✓ Existing building structures and stone walls. ✓ Wetlands within 200 feet of perimeter of the proposed subdivision. Slopes in excess of 10%. Existing water mains, utilities and sewers adjoining property. Utility poles within and adjoining the subdivision. Plan showing overall development of contiguous land if it is in the same ownership. Signatu a of reg' stered land surveyor or registered engineer: r I Company/Firm: Address : ` Telephone: Date: Certification: Certification #: off-re''�� Section 3.1.2 Certification The above-referenced plan is prepared in accordance with the applicable rules and regulations of the Barnstable Planning Board. -pL Arne H. Ojala, PE, PLS Oct-04-00 01:25pm From-BARNSTABLE REGISTRY 5083625065 T-1T9 P.01/02 F-M '1 1237 �, xa�r e(ax, tamsteKr 5'4'6 of 8atstaLrtble (sec), EarnarablR Cavmdr Caaary,A� ! : beixg aaawnsd for mastderatkte paid,ganr to aTTI pauUW jAM f B=vztc3,le (West), asx-Ed;&10 R=Ty, � 14aaaaada3ot49 � t� surds "tig ==aart7ta rj tbaiaat3k together vi-m the ruilattsa Lttaraon nmau,d sr. 9aresta4la rwcax), &Lrnataole i CL1Ar1tYs r�assaepttsatts, boupd3cd RAd rs9rr�tbeo as fottetaes. (D ff*=ud YsaC�;l 11: ��Tx£EiY ty land ter arl7 at je to a1L13 ttaxr'S, fsva FtwaIfta SavarpLy-Prue (i7S) feet, more or to 6a; 2a5T tit E1 4 crafts five 4t=-0 RbrLy (540) west more or lass, "a * I#= net, or Parmaosly or Gornsa7 Crwat+y )k,ars, Flvc JU"red (500) teat mere 4r long) SOYTfFFr4 Z oy law of HA,llct S. Uranar of all, tgsa Imarce (190) fret mote or It1 Ides; KAEM I= try eaetd Gar ., of+11 leersd, 0M pup'* a 8":h:y (180) feet � 1aS9; I Tl�kiY Cy 4 Ctsr+lts4r of 44. 1", Nuety_Ptvs 4nd 774CO (95.77) reet, EAS1$R1Y dy lead ;r anaac B. Orackar, No Fb,na:-ae Tbirry-otq Rrui 32/lo4 («31.32) feet; SOAT'WLY C7 tare of TrUSU" Or bare York, ffiet, haven a I(arLford R_ R" Cc_, try a carwa lens, 5.jx Mmared TQarcy-;F5,te9 ra 73/3CG (639.T3) feotq '' Wj$STP:W py said R424ra4d 1a94, Airway W 104,150 (90.40) tees) !•I c $CUTWUX 97 siao�z Asllsvia lane, 7hieo xundmd ,:eventy and 13/luo (27b.13Y tiO TFRLS Cy land�af V. aVW4 (ewew+, TUC elstdatq EaBa -7 ehL and 0013L'b '� (288.ao� raX;; uvA gCBT( 5Tc'IiLY try aasd tosawn lar,q, it+4 4=4roo (£q(1. r4c4 aura or lcss anc vy a tt t} creek Suvvm)iUnlred dtggty (780) fa.ec rwe or lose, I rY; 3aia pace ox Zara q.pzLal" 5.61 Bcna of w]o= ar4 L5 trt;rsa, more or 1C$is, a,araklmn. KI TM�FLT tUr IW. of -aatsna of New York, Leu ('aven b Rartraro P, A.. Cp, py 0 atraieaz LSna, one awoax"e sepoaTs•Cita arse la/loo (171sc) rust arA by a cwvtk lxnc, F:rc $onprcd hgncy-F:.va ant OC/ioo (5$5.cbj 1� feet; tW=.LY by liana yr Scaac H. Crooucr oy tAMC ;OWNS neamurtrg t0getner, Flour Avodred the 4a0 04/100 (401.04) ftat3 1<otr!'RULY 09 lane of 1031 Craekcr, Ors Hundred SeveeLy-Slr.® and C?,r1,A0 (179,07) i' raaK;; ttASTARi3 by saes er F)ervla F. Gsaorgae cL ax, SU R"ored ona 85/10C (692.35) ;an; 50UTE= oy 344T.Str*01:, ty Tra cvnrsoa mt&=Ing ;ogatbar Tva H=Lred 51xry_ Ffvo arra 03/100 (245-03) foots tV IAO er 40mm%w .arv% CIS 41 by tome cO —p;mcaun-UM tAgatMr Tnres IMarrad fffty-Tva cp4 46iloo (352_46j rest; :uPr eeYY er seio J_'q saps, Quo dundTea XWGTy arc 00/100 (1w.00) zees; rt�c 9Fzy oy 3.#Ad Or CR.rl w 4 Ava Q. Sala, NO t:cndred Fifty-Om arts A/100 f (25+.28) feet; 50717=Y by said UU Lana, Q= NuEared Xuwzy-5evcn Ape 3511CQ 1,197,55) fcex; `7'ERIY az"n by said Salo land ay Pour cnnrsen reasumna togeittor sat ! �unnr'aA S1zLy-serastt ar+a 97,fiotl (ea7.9i) zees. 5ald parcea of lane eenLal.as 12.71 sores, Meru or lesa. T' ' MOrumd—7®t Tamear.•-T=*U Ca mum v Tqw=14 Rat SMW) I 7 i ' h • fl i Oct-04-00 01:25pm From-BARNSTABLE REGISTRY 5083625065 T-170 P-02/02 F—OT4 i T1x Two above 66crz-.eed paurala ar land are WWW oA a Alan etatttl c. ;rll n all Latad in ik@L $6Ty9%able - MASS. 8elcnging to dorsLs Kota $ a e, l Ir" - T- . Jaa. 27, 196L ftibon t3uww - Jischaxv IBn, Sdsvayora, Cantorva.U&, hags.° Lc tt 1$$T r ecorgod ugr& U in the ftrmcT4Lh7o GeaAW Rei;Lstr9 of paella. , yg7 +. For Ve %aaw, DW T4=g (31, daeda to W, all daYad april 30, 191.4; one a'r= t Mary 9. „orzng :Vgprdaa in aa3d in &U 367 Pap 321- one from Mary H. 7srSaB, GwLft lri of Rum R. yoriaa& mc*rdad l n 8xu 367 Page 3•15, and otn rrm awlea L_ TyBECT., Guardt= of mpry E, 16r=g recorood 3n B"Ic 367 Page 326. { s Salo pterosaes ar. mro)ect " an sasolftt Sr. f,Ra'or of CAM 4 v3myarra jkvct.r:c 'r Cn. datea FeerLW7 3, i9n AzA recuraea sr 8eop 382 Pack OL, aad to a rooa T-w u-4 made GT,The QmAty at H4rr-3%&ln daLad J47 15, 1927 WA -ecordL-d = bbok 446 page e M* 2C•roo; riWL or ray as Obtaw as Z" abase naptaaaec plaA 16 anbwc- W Irr Lire Mpl;s of record of Hai peraoraa ]-Wr$Zy snsatlec to use Tra ramp.xte l!R1 fIi^ =waw�Awa I� lid End ac,l I I I .311.i?16TFHI� at rr Lr t° ` .9 ii4 -'Arn prMcl-,-,4vu�d dac a or,AMC,- Jot+n A"2 It`d IP { rco as Ind aax.'rufore me .,,d,.Gk�,owlcJged Cac fnse,;e,cg s,.z:tm`ecr ru Ws ,k l,V}L dy cn=,,,m t rs41 toe i r � � s YarusLxbl as., Yacslved February 11., 19649 at-d :§ retarded. %i. i� REAL ESTATE FOR FISCAL 2000 TAX YEAR 07/01/1999 TO 06/30/2000 PROPERTY/OWNER CLASS CUSTOMER .________ VALUES _________. CHARGE TAX 251-178 1010 95762 LAND ___________________377.37 28,900 HYFDRE JANUSZKIEWICZ, MARY JANE BUILDING 72,000 LAND BANK 38.75; 335 BISHOPS TERR TOTAL VALUE 100,900 RE TAX 1,291.521 HYANNIS, MA 02601 DEFERMENT 0 TOT ACTUAL 1,707.64j EXEMPTION 0 NET VALUE 100,900 LOC: 335 BISHOPS TERRACE BILL NO BOOK/PAGE DEED DATE SQ FT 13992 C1437/7 03/11/1997 19166 __________________________________________________________________________________________________________ 325-032-0O3 1020 99685 LAND 0 HYFDRE 402.801 JAP REAL ESTATE FAMILY LP BUILDING 107,700 LAND BANK 41.361 %KENNETH RUBINSTEIN PC TOTAL VALUE 107,700 RE TAX 13?8.56 485 MADISON AVE ISTH FL DEFERMENT 0 TOT ACTUAL 1:822.721 NEW YORK, NY 10022 EXEMPTION 0 NET VALUE 107,700 LOC: 287 OCEAN STREET BILL NO BOOR/PAGE DEED DATE ACRES 13993 10407/01 09/15/1996 .00 ____________________________________________________________________________ 245-092 1010 95017 LAND 41,300 HYFDRE 367.641 JAPPE, WILLIAM F 6. RUM A BUILDING 57,000 LAND BANK 37.75' P 0 BOX 487 TOTAL VALUE 98,300 RE TAX 1,258.24 W HYANNISPORT, MA 02672 DEFERMENT 0 TOT ACTUAL 1,663.63 EXEMPTION 0 NET VALUE 98,300 LOC: 111 FIFTH AVENUE BILL NO BOOR/PAGE DEED DATE SQ FT 13994 4673/077 08/15/1985 7841 __________________________________________________________________________________________________________ 117-177 1300 90151 LAND 162,800 COMFDRE 299.551 JAQUES, PAUL B BUILDING 0 LAND BANK 62.52I BEVERLY JAQUES TOTAL VALUE 162,800 RE TAX 2,083.84 BOX 216 DEFERMENT 0 TOT ACTUAL 2,445.91 OSTERVILLE, MA 02655 EXEMPTION 0 NET VALUE 162,800 LOC: 44 QUAIL ROAD BILL NO BOOR/PAGE DEED DATE ACRES 13995 1339/727 2.42 117-117 3420 90126 LAND 127,400 COMFDRE 398.36 JAQUES, PAUL B b. BEVERLY G BUILDING 89,100 LAND BANK 83.14 BOX 216 TOTAL VALUE 216,500 RE TAX 2,771.20 OSTERVILLE, MA 02655 DEFERMENT 0 TOT ACTUAL 3,252.70) EXEMPTION 0 NET VALUE 216,500 LUC: 51 WEST BAY ROAD BILL NO BOOK/PAGE DEED DATE SQ FT 13996 1362/527 17424 __________________________________________________________________________________________________________ 1 F � --------------------------------------------------------------------------------------------------------- 117-012 1010 90036 LAND 171,200 COMFDRE 570.03 JAQUES, PAUL P & BEVERLY G BUILDING 138,600 LAND BANK 118.96 BOX 216 TOTAL VALUE 309,800 RE TAX - 3,965.44 OSTERVILLE, MA 02655 DEFERMENT 0 TOT ACTUAL 4,654.43 EXEMPTION 0 NET VALUE 309,800 LOC: 40 QUAIL ROAD BILL NO BOOK/PAGE DEED DATE ACRES 13997 C2953/ 1.71 --------=-------------------------------------------------------------------------- 228-185 1010 171921 LAND 65,100 COMFDRE 326.23 JARNOT, WALTER J 6 DELPHINE BUILDING 112,200 LAND BANK 68.08 PO BOX 2099 TOTAL VALUE 177,300 RE TAX 2,269.44 CENTERVILLE, MA 02632 DEFERMENT 0 TOT ACTUAL 2,663.75 EXEMPTION 0 NET VALUE 177,300 LOC: 92 HEADWATERS ROAD BILL NO BOOK/PAGE DEED DATE SQ FT 13998 8823/308 10/15/1993 34848 --------------------------------------------------------------------------------------------------------- 289-158 1010 174648 LAND 33,000 HYFDRE 435.71 JARRAS, ROBERT 6: VICTORIA BUILDING 83,500 LAND BANK 44.74 151 TREMONT ST TOTAL VALUE 116,500 RE TAX 1,491.20 BOSTON, MA 02108 DEFERMENT 0 TOT ACTUAL 1,971.65 EXEMPTION 0 NET VALUE 116,500 IOC: 100 BRIARWOOD AVENUE BILL NO BOOR/PAGE DEED DATE SQ FT 13999 2524/346 13504 ---____--------__________________________ 217-025-B00 1010 94327 LAND 59,700 BARN FD RE 534.2E JARVI, AILI P BUILDING 113,200 LAND BANK 66.39 2070 MAIN ST TOTAL VALUE 172,900 RE TAX 2,213.1- W BARNSTABLE, MA 02668 DEFERMENT 0 TOT ACTUAL 2,813.7" EXEMPTION 0 - . NET VALUE 172,900 LOC: 2070 MASH ST./RTE 6A(BARN.) BILL NO BOOK/PAGE DEED DATE ACRES 14000 1237/546 3.67 _________________________________________________________________________________________________________ 217-025-W00 1320 94327 LAND 3,200 LAND BANK 1.2- JARVI, AILI P BUILDING 0 RE TAX 40.9, 2070 MAIN ST TOTAL VALUE 3,200 WBFDRE 7.4( W BARNSTABLE, MA 02668 DEFERMENT 0 TOT ACTUAL 49.6'_ EXEMPTION 0 NET VALUE - 3,200 LOC: 2070 MAIN ST./RTE 6A(BARN.) BILL NO BOOK/PAGE DEED DATE SQ FT 14001 1237/546 11326 ________________________________________________________________________________________________________ j _ 4. ASSESSORS MAP NO. 6 ?3S PARCEL. NO., ._ �� _ �_� 1� No.. ........._.....- --- Fss............. .:... ..... THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH ...................I. ....................0 F..........................._...........-..-.....-------•-----------....................... Appliration for Iliopoottl Morkii Tonotrurtion Vamit Application is hereby made for a Permit to Construct ( ) or Repair ( ) an Individual Sewage Disposal System at: .........- -_...` . ...... .� -- _.... ..... ----- .......................... - .... pLocation-� ddress or Lot No..... .r=.Q.�L- ------------------------------------- -•---.....-•--........--------.-----......................._...........-----................--.--- Own r Address w ....V1.F_T.�-----..c'�-r..R......C-o...�--------------- .-----------.---.-.--- ---------------------------.--..-..-.-.---- Installer Address Type of Building Size Lot............................ feet U Dwelling—No. of Bedrooms_._.....................................Expansion Attic ( ) Garbage Grinder Other—Type e of Building USE.--..... No. of ersons.....Q------------------- Showers (�) — Cafeteria ( ) Ga YP g P P4 Other fixtures -------------------------------• - W Design Flow-3 QG_F.b................gallons per person per day. Total daily flow............................................gallons. Cv Septic Tank—Liquid capacity_��gallons Length................ Width................ Diameter-______..._-.._- Depth.............. otal leaching Disposal Trench—No- - ....' DiametWidth r idth:_X Depth Total Length inlet.................TTotal leaching .................. q Z Other Distribution box ( ) Dosing tank ( ) Percolation Test Results Performed bY.......................................................................... Date........................................ Test Pit No. 1................minutes per inch Depth of Test Pit.................... Depth to ground water........................ f� Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water........................ R+ •----------------------------------•------------------------------------.._......---...--------.............................................................. O Description of Soil . .. `�-----../v._..-------1n...--�--� - - . - -•-------------------•••.... -•---• --. ...... -•....-------------------- -•-----------•- U W -----•---------------------•-----------------....------------------------......................--•--------.....-----•----•--•--•-------------------.....---------------•••......----•-•-•-••--•------_.. UNature of Repairs or Alterations—Answer when applicable................................................................................,.............. -------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------•---• Agreement: The undersigned agrees to. install the aforedescribed Individual Sewage Disposal System.in accordance with the provisions of iIHE 5 of the State Sanitary Code—.The undersigned further agrees not to place the system in operation until a Certi to of Compliance has been isrsued by the board lth. Signed-�--, ' __ '..-------- --1..----_ji�."' Date Application Approved By.....----- _��...:............................:......•---•-•--------........-------- .............. � Date Application Disapproved for the following reasons:.....................•---------......------------........__.......--------------•---•--•------•------........._ ..........................................................................................•-----....-•------.......-----------•-••---•-------•-----------•------•-•-••••---••--...-----•-••---....------ Date Permit No.------ �.:..J�36 I.---------------------- Issued-...... ..----_...y--•-/7-.2 6:...._.._... Date THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH ..................:------......--.----.....OF........................................--------...................,< . _.._........... 4 Appiiration for R posal lVarks Tontrnrtion Vrrmit '. Application is hereby made for a Permit to Construct ( ) or Repair ( ) an Individual Sewage Disposal system at: .... . .. -•---•--_.. SCaution- dress ^^ • ' •-..or Lot No. . ........._ .. __.. .�.L=.Jc. ....... ......•-•---•••---•-_.. ._.:.------------_--.............._........ Own Address M Installer # Address s Type of Building ; Size Lot............................Sq. feet Dwelling—No. of Bedrooms------------3---------------------------Expansion Attic (\ Garbage Grinder aOther —Type of Building _,Ho_U�_F�......... No. of persons......................L Showers.(A Cafeteria ( ) Otherfixtures --------------•-----•--••---•-•-----........-•-------•.---.........•••••••---••-•••-•••--•-•-•••-.......-•••---•-•--..._...........••.............---- Design Flow.; P&Ph...._.... ....gallons per person per day. Total daily flow...........................................gallons. Septic Tank—Liquid*capacity._,..,.,-...gallons Length................ Width................ Diameter................ Depth................ x Disposal Trench—No..................... Width.................... Total Length.................... Total leaching area...................sq. ft. 3. 4eepage7Pit No......�.;�-...... Diameter.......... '... Depth below inlet.................... Total leaching area.................sq. ft. Z Other Distribution box ( ) Dosing tank ( ) '-, Percolation Test Results Performed by.......................................................................... Date........................................ Test Pit No. I................minutes per inch Depth of Test Pit.................... Depth to ground water......................... Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water........................ a .............••-•••••-••-••••-•-•...........----......••-••..........•--•-•-•••-•-•........-----•...._.......--•---••-----••-••.........--•-...__....._--•••- Descriptionof Soil............ ... ••••••••--••-•••.......•••...................................•----•--•---•--••-........ Ve C'/ ......1�..:........r .........................•••••-----••--•-••------------ W F J ' �..� U Nature of Repairs'or Alterations—Answer'when applicable............................................................................................... ............................-........................................................................................................................................................................... Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Disposal System.in accordance with the provisions of TIM 5 of the, State Sanitary Code—.The undersigned further agrees not to place the system in operation until a Certificate of�Compliance has be is ued by the board o lth. �19 " � abate Application Approved B ...../( .... % ` Date Application Disapproved for the following reasons:--.___•________________________________________________________________________________________________________ Date Permit No....._.N._-... ...--_.. ` ....___ Issued................... . .� :. 6 ...... Date THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH i it lG dt O F. ../�f 5 Gc S % G�e e- } tk _• 4 .............. :.... ............... . ......................................... .................... Trrtif uttte of Toutphana THIS IS TO CERTIFY, That the Individual Sewage Disposal System constructed ( ) or Repaired ( ) by......................1 v_�c...�T......---•-- ------•--..........................-_....---•----------•-•=-••-•-•----..........----...•-•-......-•---------......... .._..._ LG� G✓�- /!t rfCF _ ,c. Inatau fp p/yat............................................................................................................................................................................ ..........-•-••••-•- has been installed in accordance.;witli the provisions of.TITLE 5 of The State Sanitary Code as described in the application for Disposal Works Construction Permit No._a :':.: 3 _______________ dated....-.__.._L1 17' 6 ...................... THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE SYSTEM WILL FUNCTION SATISFACTORY. DATE.................. •-------•.................... Inspector---- ..... _. . ......------•-----......._-•-............. THE COMMONWEALTH OF MASSACHUSETTS BOARD"_OF HEALTH OF.................................................................................... No.......�. .:..3.�1,� Fim........................ ]RUipjasal Works Tonstrudiatt Vermtt Permission is hereby granted........ '1 .� .T �� t ....._.__._ ..................••-••--_-•••• to Construct (/) or Repair ( ) an Individual Sewage Disposal System at No...........L_li_I_....... L'L._......./,l t_r rL ./7�...._...:t a 4e., �i. .j --- �--••I••••_--. •..........-•-•-••----•....-•-----•••••......................... Street as shown„on the applicatiomfor Disposal Works,Construction ��1 �...... ....... Dated...... !7... _.`..-_._-_-_ ...............•---•_....... .. Board of Health DATE............... ............._...�---•-•-•-••--•--•-----•--•- FORM 1255 A. M. SULKIN, INC., BOSTON �N N � - Log'-Number: 5998 Bottle # Thio 17A Date: ,0une ,5,_1986 �,�°f BARtis� BARNSTABLE COUNTY HEALTH AND ENVIRONMENTAL DEPARTMENT SUPERIOR COURT HOUSE v BARNSTABLE, MASSACHUSETTS 02630 ASS DRINKING WATER LABORATORY ANALYSIS PHONE:.362-2511 'Ext. 337 Client: Richard Cleary - Collector: David Chappell Mailing Address: 299 Fawn Rd. Affiliation: well driller . Brewster, MA 02631 Time & Date of Collection: 612186 4:00 p.m. Telephone: Type of Supply: well-retest Sample Location: Lot 42 Kettlehole Rd. Well Depth: 120' W. Barnstable, MA Date of Analysis: 6/3/86 9:40 a.m. PARAMETER SAMPLE RESULT RECOMMENDED LIMITS Total Coliform Bacteria/100 ml 0 0 H Conductivity (micromhos/cm) 500.0. Iron ( m) 0.3 Nitrate-Nitrogen ( m) 10.0 Sodium ( m) 20.0 I . X Water sample meets the recommended limits for drinking of all above tested parameters. II . Based only on-results of the parameters tested for this sample, the water is suitable for drinking but may present the problems checked below: - A. Water sample has higher than average levels of Nitrate. Future monitoring is recommended (2-3 times per year) to establish any upward trends. B. The low pH of the water may shorten the useful life of the house's plumbing. C. Water may present aesthetic problems (taste, odor, staining) due to D. Water sample has high levels of sodium. Persons on low sodium diets should consult their doctor. III. Due to one or more of the reasons checked below, this water sample is unfit for human consumption: A. High Bacteria B. High Nitrates REMARKS: The Barnstable County Health and Environnmdal Department shall not endorse any stdkntents, interpretations or conclusions made by awate CC: Barnstable Board of Health else con ing t e re ults t hovt written consent., CC: Clifftrd Well Drilling 1 /7185 /Vabbray6ry Di ctor ` ,Explanation-of Test Results- M , Total.Coliform.Bacteria Coliform bacteria are an indicator of the sanitary quality of-a-water'.supply. Water supplies may.become contaminated from malfunctioning septic systems, cesspools and surface,runoff. A total coliform count of zero indicates that your water supply is safe and approved for human consumption. A.total.coliform count of greater than' zero is most often the result of accidental contamination of the sample bottle through improper sampling methods. For this reason, it would be advisable to retest any well water that is not approved. • t r H r ; P _ , pH is the.measure of acidity or alkalinityof the water. On the pH scale,the number 7 is neutral,less than 7 is acidic and more than 7 is alkaline. The pH of water on Cape�Cod.tends to be acidic in the range of 5.0 to 6.5. Conductivity Conductivity is a measure of the dissolved salts in solution.Amounts in excess of 500 micromhos/cm are generally considered unacceptable and may have a laxative effect upon users. Iron The presence of iron in water in concentration of .3 ppm or greater may: give the water a bittersweet astringent taste, cause an unpleasant odor, often gives the water a brownish color and cause staining of laundry and porcelain. The average concentration of iron in Cape Cod's water is .2 - .6 ppm. Although the presence of iron in water may cause the problems listed above, it is not considered deleterious to health. Iron may be removed by use of an iron removal system. Nitrate-nitrogen The Massachusetts Drinking Water Regulations have set a�maximum contaminant level for nitrates at 10 ppm. Excessive concentrations may cause methemoglobinemia (an infant,disease) and'have been suggested to form potentially carcinogenic nitrosamines. Contamination sources include fertilizers, cesspools and industrial wastes. Copper Due to the acidic nature of the water on Cape Cod, copper tends to leach from pipes. This normally does not present a health,hazard; however, concentrations in,excess-of 1:0 ppm may cause,a metallic taste and/or a bluish-green stain on porcelain fixtures. Sodium , A concentration of sodium over 20 ppm is only of concern to people who are on a low.sodium diet:'If the water supply has more than 20 ppm"sodium,it is up to the people who are on such a diet to find another source of drinking water or contact their doctor to determine if consuming the water is advisable. Concentrations exceeding 50 ppm indicate that there may be ocean water or road salt runoff water getting into the well. _ -7 1 10 2 1 s Massachusetts Water Resources Commission/Division of Water Resources WATER WELL COMPLETION REPORT •' WELL 1LOCATION Address �l tsc", '�"lQ_tto l C_ /? J_ City/Town A G.S.Quadrangle Map S Grid Location d Owner CYl.9-AA e 144E / x N Address o?9 9 'we D )E t )n /U —B!2�[e T'�✓L_ WELL USE CONSOLIDATED WELL Domestic rt' Public ❑ Industrial ❑ Type of Water-bearing Rock Other Water-bearing Zones METHOD DRILLED 1) From To Rotary(type) MJ b Cable ❑ 2) From To Other 3) From To 4) From To CASING Depth to Bedrock Length //'7 Diameter Type PVa UNCONSOLIDATED WELL STATIC WATER LEVEL Water-bearing Materials Feet below land surface ?'r Sand: fine❑ medium❑ coarse Date measured Gravel: fine❑ medium❑ coarse[] Screen: GRAVEL PACK WELL Slotf I(o ength :3 from / 1 7 toL Yes ❑ No C& Split Screen.(or 2nd screen) WATER QUALITY TESTS MADE Sloth lenqth from to Chemical Biological JK Depth To Bedrock PUMP TEST Drawdown feet after pumping days hours at GPM. How measured Recovery feet after hours. LOG of FORMATIONS COMMENTS: (On well or water) Materials From To ti d Finn .S,an .3 DRILLER Firm CLIFFORD WELL DRILLING e s Address . 65 Blue Rock Road OGkS City ,Q® R ration No. Aerator s ignature I-1 ease Arm[ arm y tOM-9-78-150519 r � 4 Q Complete Water Systems lJ Q Sales & Service on Water p o Treatment & Pump Systems o o 65 Blue Rock Rd. So. Yarmouth, Mass. 02664 April 16, 1986 John Kelley Town of Barnstable Board of Health We understand that no occupancy permit will be issued on Lot 42 Kettlehole Road, West Barnstable until a potable water sample which meets State requirements and has been analyzed by the Board of Health is received by your office . The delay is due to vandalism of a well that was in- stalled on April 7 , 1986.• We ask that the project may continue at this time without the water sample . Thank you �y fffor ed Cl' Clifford Well Drilling Rick Cleary Builde R cc : Rick Cleary L- I THIS PARCEL IS IN FLOOD HAZARD ZONE C LOCUS BARNSTABLE COMMUNITY PANEL 250001-0003D REVISED JULY 2, 1992. ROUTE 28 AQUIFER PROTECTION AREA CAPE COD TOPOGRAPHIC INFORMATION FROM TOWN OF BARNSTABLE G.I.S. MAPS. G COMMUNITY MUNICIPAL WATER & UTILITIES AVAILABLE ON ROUTE 6A AND JOHN MAKI ROAD. GARRETT'S w, COLLEGE OND �' OWNER OF RECORD: AILI P. JARVI REF: DEED BOOK 1237 PAGE 546. ALL LOTS TO CONTAIN A MINIMUM OF 43,560 S.F. OF UPLAND AND 150' OF FRONTAGE. ROv�E 6 ALL DISTANCES AND AREAS SHOWN ARE APPROXIMATE SUBJECT TO AN ON THE GROUND SURVEY. AREA OF PROPOSED LOTS — 171,375 SF± (3.93 ACRES±) LOCUS MAP SCALE 1 "= 1000" NO NEW ROAD IS BEING CONSTRUCTED FOR THIS PROPOSED DIVISION, UASSS ESORS MAP 217 PARCEL 25 ZONING: RF — MIN. AREA I FRONTAGE 150' MIN. SETBACKS: FRONT — 30 FT SIDE — 15 FT REAR — 15 FT TOTAL AREA OF SUBDIVISION = 3.93± ACRES PLAN REFERENCE BOOK 420' PAGE 51 . IV i GORDON -M, STAIR & SHERYL� GREEN _ STA 4� 1 �,..... -..� - N86 59'09 E 179.07, w LOT 3 oLO �6,528 S,F, � � z PxP/A=16.4 cn�— 70 1,06N\ C, \ m� of rl :t1 d/ ZN \ Pl. 3 �• F n 60 •A� 22 ti a° � r LOT 2 CO � 55,679 S.F. � 1.28 ACRES � c..� PxP/A= 16.2 O . cp- 70 N77°p3 5 OD cv 3,19 G J\ Z10 4Z LOT 1 6 9,16 4 S,F. 1,59 ACRES PxP/A=17,2 NOTE: ALL PROPOSED DRAINAGE IS APPROXIMATE W � N 6 ✓_ rq a EXISTING I GARAGE i EXISTING DWELLING I 1 7.59' ' Sgl.°00'29"W 97,32' S84°17'19'W HIGHV A'� 6A ��E . ROUTE 0CT 5 2000 ^o _ PLAN #788 PRELIMINARY SUBDIVISION OF LAND IN BARNSTABLE & WEST BARNSTABLE BARNSTABLE, MASS. PREPARED FOR AILI P. JARVI SCALE: 1 " = 40' DATE: OCTOBER 3, 2000 40 0 40 80 120 down cape engineering, inc. � N QF 44s� CIVIL ENGINEERS ��P`� (oZ ARNE H. F LAND SURVEYORS . 63 No.2ssas 0 939 main st. yarmouth, ma 02675 off 508-362-4541 �s�o IA /0 3 � fax 508 362-9880 ARNE H. OJALA PLS DATE JOB# 00-296 L I J S _ I THIS PARCEL IS IN FLOOD HAZARD ZONE C LDcus BARNSTABLE COMMUNITY PANEL 250001-0003D REVISED JULY 2, 1992. ROUT 28 AQUIFER PROTECTION AREA �o CAPE COD TOPOGRAPHIC INFORMATION FROM TOWN OF BARNSTABLE G.I.S. MAPS. Gam` COMMUNITY MUNICIPAL WATER & UTILITIES AVAILABLE ON ROUTE 6A AND JOHN MAKI ROAD. TE GARRETT'S ��,� COLLEGE OWNER OF RECORD: OND I AIU P. JARVI REF: DEED BOOK 1237 PAGE 546. ALL LOTS TO CONTAIN A MINIMUM OF 43,560 S.F. OF UPLAND AND 150' OF FRONTAGE. s ALL DISTANCES AND AREAS SHOWN ARE APPROXIMATE SUBJECT TO AN ON THE GROUND SURVEY. ro AREA OF PROPOSED LOTS — 171,375 SF± (3.93 ACRES±) I > PROPOSED DIVISION. CONSTRUCTED FOR THIS ❑ I = N❑ NEW ROAD IS BEING CO S LOCUS MAP SCALE 1 1000 � II I ASSESSORS MAP 217 PARCEL 25 ZONING: RF 43,560 SO-FT. - MIN. AREA FRONTAGE 150' MIN. SETBACKS: FRONT 30 FT I SIDE - 15 FT REAR - 15 FT TOTAL AREA OF SUBDIVISION = 3.93± ACRES PLAN REFERENCE BOOK 420 PAGE 51. III ''III II \\ LORD❑N_M. STARR ------� \ SHERYC� GREEN STA N86°59'09'E 179,07 E � LJ 1 � I I � 3 r 5 I N I ° 2 D � �g�1363 \ N vi L 0 T 3 I I i \ �w �6,528 S.F, = p ! PxP/A 16.470 \ 1 1.06 C. \ N . II rn 70 I -r, V v D2� r 6 0- -A 4' i II � N n; o n LOT 2 Irl, 55,679 S.F. I p 1.28 ACRES PXP/A= 16.2 O � N N O � Q a �o - d� 70 - o - I I 233.19 I G D Zd �G LOT 1 69,164 S.F. 1.59 ACRES PxP/A=17.2 L � NOTE: ALL PROPOSED DRAINAGE IS APPROXIMATE N �� 'D W c o W _ h I III � II I I EXISTING GARAGE EXISTING DWELLING I II III � f 11 7.59 I i ,1,Q0; 97.32' S8 .� So4°17'1Qe W �� JlijC I RO UTE Orr S 20 i 00 PLAN #788 PRELIMINARY SUBDIVISION OF LAND IN BARNSTABLE & WEST BARNSTABLE BARNSTABLE, 1V1Ass. PREPARED FOR AILI P. JARVI SCALE: 1" = 40' DATE: OCTOBER 3, 2000 40 0 40 80 120 down cape engineering, Inc. N Of MAfs9 CIVIL ENGINEERS o2� ARNE rye � H. F I LAND SURVEYORS GALA -o No.26348 0 9��Fs L""asp IQ 939 main st. yarmouth, ma 02675 off 508-362-4541 fax 508 362-9880 ARNE H. ❑JALA PLS DATE J❑B# 00-296 '' n