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HomeMy WebLinkAbout0237 PRINCE AVENUE - Health � -7 PrIt, c P I u t- %}')Gl r S ans. i L L S I BAXT ER & NYE, INC. Professional Land Surveyors and Civil Engineers 812 Main Street•Osterville, MA 02655 Tel. (508) 428-9131 Fax. (508) 428-3750 WILLIAM C. NYE, R.P.L.S., President STEPHEN A.WILSON, P.E.,Vice President-Engineering RICHARD A. BAXTER, R.P.L.S.,Vice President JOHN R. ELLIS, R.P.L.S. January 23, 1998 Town of Barnstable Board of Health Town Hall 367 Main Street Hyannis, Ma. 02601 Re: LLB Trust 237 (Lot 2) off Prince Avenue (Assessor's Map 76, Parcel 6B) Members of the Board: This is to inform you that an inspection for the septic system repair for the above noted location was performed on January 21, 1998. The new leaching system was installed in accordance with the plans dated December 16, 1997. If you have any questions or comments please do not hesitate to call me. Very truly yours, Baxter&Nye Inc. t en A. Wilson, P.E. P. Engineering cc: LBB Trust SAW/slg #97133 MEMBERS OF CAPE COD SOCIETY OF PROFESSIONAL ENGINEERS AND LAND SURVEYORS/AMERICAN CONGRESS ON SURVEYING AND MAPPING MASSACHUSETTS ASSOCIATION OF LAND SURVEYORS AND CIVIL ENGINEERS 8 NO.�— ditW y ��disN , aO MA r 165 '�oWI� of B arnsthb+ 0 'REC. BY ll0 Mld Board of 1,0 367 Main Street, Hyannis MA 02601 Stem 0.R"k,R.S. Bdm R.(w'.R.S. ()Mce: 509-790-6265 Ralph A.Motphr,M.U. rAX: 508.775.3344 . ..,,,.,C ti r,QUEST FORM encc rc<ucsts must he xuhmined nt Icost riftctn f151 deve Prior to the scheduled Iloerd of Ile meeting. /111 vari 1 ��'1 NAME OF APPLICANT L TZ � - TEL.N0. Z� ADDRESS OF APPLICANT 2'3� ot�= pet►x-E ACE M,a.►Zs'raos Mtu.s NAME OF OWNER OF PROPERTY S �E SUI3DIVI510N NAME IJ� DATE APPROVED 8 - AS5E5SOIt'S MAP AND PARCEL NUMBER M PCB &� LOC ATION OF REQUEST �peT S'Dc °r- L"T 2 SIZE, OF LOT SiP�tlo sF SQ.FT WETLANDS WITHIN 200 FT.NO VARIANCE FROM REGULATION(List Regulation) irir21! IAIIW►vvtn Sir Nc�` REASON FOR VARIANCE(May attach if more space is needed) 1 P (,,(>1�1 cI ll�i u. �✓I-t��' IVl A-x t vvi v w� -o T S I C v✓PLt,a�li�� '� I S A44 WIC D� vs, " 6XIS0IJ6 �' S��'�" . �+N NO i h� LEARLY OU3 L ED C � UIIMITT Leo I'LAN _ HOUR COI'I[:S OI I'L/1N MUST IIC S VAILIANCI3 RIsQUES1'. "Susan 0. Rask,R.S.,Chairman VARIANCC APPROVED Brian R. Grady, R.S. Nar APPROVED Ralph A. Murphy, M.D. REASON FOR DISAPPROVAL i Date # Dear I am writing to inform you of our request for a variance from .the Board of Health Regulation in regards to our new septic system which will be installed at iA .... Prince. I •V e�:' ( � f Fk' I ♦a 3 G .' ( '. E � , r 5 V Mars-ems'� , , ,r 4 P�Y'Y F FY K , J f 33 4, x s We are requesting a variance from Board of Health Regulation which requires k A kYF �'�<+«+.-'r .Si e';1 ,. `v 1�--�� , <1—PnT. � ��, 1`�� CS��..Q..` `. "',� :M`°-.. � ''.+f�ft` .irj�r'e•§'#R' a ' "Qm#,*;}-t>to•t p J ��C/..'. .a, �l - aYd q.y+s T ?a 7t�3` ,� rfk # t a 4 Y, ri7 t �s �`y / yin mil `�.,c-: is. d a 4 �'v`. .. �./ t +• ire x '`s } , Gam' S�-�Q.✓Z.�T��� 1''��M t f -<� i r x. tY•. r 1 1 y Y 4 c Fk(� sd a~ vsy- - �'.I t ,` •♦C ? se�"' y x �y, 6 y� t COXSTAL� as E. 'F f S c o.J � y 4 `t, ytdiT g - ti �F:F .;.SYtI a 4.ia >a�,f✓!. c3 '� �: e sF a e z' i,.,y +a r h`i_ t. + �i 7 ,' _. :-1 tin ::will be held on tX�S�� � (0 ,'1997 at,7 0.0 ;m. tof�Health:irieeF � p� . , �' �i a The�Board: g Room, New Town , n o4,F' atis°.s4k�,ixY�i7ax"rili x• - b 4 or as soon thereafter as practicable at the Second Floor �� t � �r a� Hall, 3 57 Main Street,Hy v anrus, MA t v` ti z �r }�»'+�� ''"'`.�� �,,ri .Y�' ✓ +�. a A t ��) s '',� < � a' ati -'r' >rt,� C�.. r 'The letter is to se rve as an official notification to abuttor(s). y s Sincerely yours, af-r4}{L9 Name •� 1 Commonwealth of Massachusetts Executive Office of Environmental Affairs Dept. of Environmental Protection John Grad One winter Street,Boston,Ma. 02108 D.E.P. Title V Septic Inspector P.O. Box 2119 Teaticket,MA 02536 (508)564-6813 WILLIAM F.WELD Governor ARGEO PAUL CELLUCCI Lt.Governor SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A CERTIFICATION 237 Prince Av.Marstons Mills Address of Owner: Property Address: (if different) Date of Inspection: 11/5197 Peter Bilodeau Name of Inspector: John Grad I am a DEP approved system inspector pursuant to Section 15.340 of Title%(310 CMR 15.000) Company Name,Address and Telephone Number: CERTIFICATION STATEMENT I certify that I have as of the onaliime of inspeced the The wasp age citionswas performedem at ibased ron my and oning and experience experience reported h prolper function andaccurate and complete maintenance of on-site sewage disposal systems. The system. This Inspection Is based on criteria defined In Title V _ Passes code 310CMR16303.My findings are of how the system is _ performing at the time of the inspection.My Inspection does Conditionally Pa 85 not imply any warranty or guarantee of the longevity of the =Needs_Fur er aluation-By-the-L-ocal-Approving_Authority septic system and any of its components useful life. x_ Fails Date: 1213197 Inspector's Signature: uthority in (30)days of leting is j; The System Inspector shall lls a shet a copy of this ared system orinspection has a designf�owto the Approving of 10 000 gpd orAgreater,the inspector or and the system powner shall submit j; inspections. If the system the report to the appropriate regional office of the Department of Environmental Protection. l The original should be sent to the system owner and copies sent to the buyer,if applicable and the approving authority. i INSPECTION SUMMARY: Check A, B, C,or D: A] SYSTEM PASSES: I have not found any information which indicates that the system violates any of the failure criteria defined as in 310 CMR 15.303. Any failure criteria not evaluated are indicated below. COMMENTS: B] SYSTEM CONDITIONALLY PASSES: One or more system components need to be replaced or repaired. The system, upon completion j of the replacement or repair,passes inspection. Indicate yes,no, or not determined(Y, N,or ND). Describe basis of determination in all instances. if "not determined",explain why not. The septic tank is metal, unless the owner or operator has provided the system inspector with a copy of a Certificate of Co�pllance(attached)indicating that the tank was installed within twenty(20)years prior to the date of the inspection;or tial infiltration or exfiltration,or tank the septic tank,whether or not metal, is cracked, structurally unsound,shows substan j failure is imminent.The system will pass inspection if the existing septic tank is replaced with a conforming septic tank as approved by the Board of Health. (revised oMW) One Winter Street • Boston,Massachusetts 02108 • FAX(617)556-1049 • Telephone(617)292-5500 t f P 133 554p207 p 133 554 208 US Postal Service Receipt for Certified Mail US Postal Service No insurance Coverage Provided. Receipt for Certified Mail Do not use for Intemational Mail See reverse No Insurance Coverage Provided. Sent to c rzrSropr{ fo Ku N� Do not use for International Mail See reverse Sent to Street&Number MICbfAELI i )MU 01%klko `lovUG Z59 P,1NCE Q uz: Street&Number Post Office,State,&ZIP Code (o!o LU I U050�2 �ij rJ5 i u r r c,e A. o2G Post Office,State,&ZIP Code Postage A4 ov�1 $ � ^ Postage $ Certified Fee Certified Fee S Special Delivery Fee Special Delivery Fee LO Restricted Delivery Fee Restricted Delivery Fee — Return Receipt /` 1LO Whom&Da live U Return Receipt Showing to / j1 Retum Roe Who 'vered v Date,& R C co $ ate, ee TOTAL ge& $ Postm ALP a&F s /J € o to � tmari ate cou_ � b a dL `a. .3,���'a -1._._... - . P 133 554 209 US Postal Service Receipt for Certified Mail No Insurance Coverage Provided. Do not use for International Mail See reverse Sent to & Street&Number ,Z Fb '$o k post Office,State,&ZIP Code GOTVrt- MA' �21s35 E $ee 3 Special Delivery Fee Restricted Delivery Fee u� Rum Receipt Sho ' Whom&Date De' red 0 v Return Receipt Date,&Address ' O TOTAL P ee6 G c7 Postmark or to .� o SS9Z0 d� Cl) a PyOFTNEpO� TOWN OF BARNSTABLE OFFICE OF BABMAO39 & L � BOARD OF HEALTH 0'0 ` 367 MAIN STREET MA'S k' HYANNIS, MASS.. 02601 February 5, 1988 Mr. Christopher Kuhn P.O.Box 2 Cummaquid, Ma 02637 Dear Mr.Kuhn: You are granted variances from Title 5, of the State Environmental Code, and Town of Barnstable Health regulations for the upgrading of an onsite sewage disposal system at Lot 2 off Prince Avenue, Marstons Mills, listed as Parcel 6B on Assessor's Map 76. The variances granted are: Regualtion 15.03 (7) - To allow the distance from the septic tank to the property line to be reduced to 2 feet in lieu of 10 feet as required by title 5. Regulation 15.03 (7) - To allow the distance from the leaching facility to the property line to be reduced to zero (0) feet in lieu of 10 feet as required by Title 5. Regulation 15.03 (7) - To allow for no separation of distance between the reserve leaching facility to the property line in lieu of the required 10 feet. To allow the distance from the leaching facility to the edge of the watercourse to be reduced to 53 feet in lieu of 100 feet as required by the Town of Barnstable Health Regulations. To allow the distance from the reserve leaching facility to the edge of the watercourse to be reduced to 54 feet in lieu of 100 feet as required by the Town of Barnstable Health Regulations. The following conditions apply: (1) The septic system must be installed in strict accordance to the plan. (2) The designing engineer must be onsite and supervise construction of the -swage disposal system and certify in writing to the Board that his design has been strictly adhered to. (3) It shall be recorded on the deed that the onsite sewage disposal system shall be pumped every two (2) years and written certification submitted to the Board by a licensed septage hauler. A Mr: Christopher Kuhn Re: Lot 2 off Prince Avenue Marstons Mills Page 2. (4) The dwelling cannot have more than two (2) bedrooms. Sewing rooms, dens, 1^fts, enclosed porches, study rooms, finished cellars, and similar type rooms are considered bedrooms according to the Department of Environmental Quality Engineering. (5) The variance expires March 1, 1989. These variances are granted because the existing cesspool is in all probability sitting in groundwater and contributing to the pollution of the marsh. It would appear.that the proposed system will alleviate a source of contamination. Very truly yours, Ann Jane Eshbaugh 4- Acting Chairman Board of Health Town of Barnstable TM/bs DATE TOWN OF BARNSTABLE FEE f a OFFICE OF RECEIVED BY 1 eAe»r f BOARD OF HEALTH� rr�t 3e7 MAIN STREET HYANNIS, MASS.02601 VARIANCE REQUEST FORM N11 variances must be submitted FIFTEEN (15) days prior to the scheduled Board of llealth I'veting. WIE OF .APPLICANT Christopher Kuhn TEL. 110. L_8DD-21 _&02 ODRESS OF APPLICANT P.O. Box 2, Cummaquid MA 02637 1.NtIE OF OWNER OF PROPERTY Christopher Kuhn 11UIVISIOt1 1111AINE n/a DATE APPROVED SSESSORS NAP AND PARCEL NUMBER Assessors Map 76 - Parcel 6B .0CATION OF REQUEST Lot 2, off Prince Avenue Marstons Mills 'lZE OF LOT 5816 SQ. FT. WETLA14DS WIIRIN 20U FT. OF PROPERTY: Yes X No 'ARIANCE FROM REGULATION(List Regulation) Title V• Sect 15 03(7)• Septic tank to be 7' from property line (3' variance); Sect. 15.03(7): Leach facility and reserve to abut property line (10' variances) -- Town of Barnstable Regulations: Leach facility to. be 56' from top of bank (44' variance); Reserve to be 58' from top of bank (42' variance) (reg-ulations as of 5-26-83) - t-ASON FOR VARIANCE(Nay attach letter if more space is needed) Applicant had been directed to upgrade his septic system. The dwelling has since been damaged by fire, and proposals are before the ._town to replace the dwelling with a two bedroom house The septic system has been designed to conform with Title V and Town of Barnstable Board of Health regulations as much as possible. 1,Nfl — TWO COPIES OF PLAN RUST BE SUBMITTED CLEARLY OUTLINING VARIANCE REQUEST. �111ANCE APPROVED "1 APPROVED MASON FOR DISAPROVAL Robert L. Childs, Chairman Ann Jane Eshbough Grover C.M. Farrish, M.D. BOARD OF 11EALTII TOWN OF BARNSIABLE 1,1- L �23? ern F,THE p TOWN OF BARNSTABLE i OFFICE OF i BJEAM M : BOARD OF HEALTH A68. 9�p 1639. ` ' F am 467 MAIN STREET � AY k HY'.'1NNIS, MASS. 02601 March 30, 1989 Mr. Christopher Kuhn P. O. Box 2 Cummaquid, MA 02637 Dear Mr. Kuhn: You are granted multiple variances from Title V, of the State Environmental Code and Town of Rarnstabi„ llealth Regulations, to install an onsite sewage disposal system at Lot 2, Prince Avenue, Marstons Mills, listed as parcel 6B on Assessor's,map 76. The variances granted are: Regulation 15.03 (7) - To allow the distance from the septic tank to the property line to be reduced to seven (7) feet in lieu of the required ten (10) feet. Regulation 15.03 (7) - To allow for no separation distance from the leaching , facility to the property line in lieu of the required ten (10) feet. Regulation 15.03 (7) - To allow for no separation distance from the reserve leaching facility to the property line in lieu of the required 10 feet. Regulation 15.03 (7) - To allow the separation distance from the garage to the septic tank to be reduced to :our (4) feet in lieu of the required ten (10) feet. To allow the distance from the leaching facility to the edge of the watercourse to be reduced to 56 feet in lieu of IJO feet as required by the Town of Barnstable Health Regulations. To allow .the distance from the reserve leaching facility to the edge of the watercourse to be reduced to 58 feet in lieu of 100 feet as required by the Town of Barnstable Health Regulations. The. following conditions apply: (1) The septic system must be installed in strict accordance to the plan. (2) The designing engineer must: be onsite and supervise construction of the sewage disposal system and certify in writing to the Board that his design has been strictly adhered to. (3) It shall be recorded on the deed that the onsite sewage disposal system shall Mr. Christopher Kuhn Re: Lot 2, Prince Avenue, Marstons Mills March 30, 1989 be pumped .anually and written certification submitted to the Board by a• licensed septage hauler. (4) - The dwelling cannot have more than two (2) bedrooms. Sewing rooms, dens, lofts, enclosed porches, study rooms, finished cellars, and similar type rooms are considered bedrooms according to the Department of Environmental Quality Engineering. Therefore, the garage cannot contain a second floor "storage" room. These variances were granted because the existing cesspool is in'all probability sitting in groundwater and contributing to the pollution of the marsh. It would appear that the proposed system will alleviate a source of contamination. Very truly yours, ` Grover C. M. Fatrish, M.D. Chairman BOARD OF HEALTH TOWN OF BARNSTABLE TM/bs copy: DEQE Arne Ojala I Wiz. v o2 3� 362-4541 939 main street rt 6a yarmouth port mass 02675 down Cope engineering civil engineers& land surveyors structural design Arne H.Ojala P.E.,R.L.S. land court December 30, 1988 Richard R.Fairbank P.E. surveys Barnstable Board of Health site planning Barnstable Town Offices 367 Main Street Hyannis, MA 02601 sewage system designs Reference: Christopher Kuhn / Lot 2, Price Ave. , Marston Mills, MA inspections ' Dear Board Members: permits On behalf of our client, Mr. Kuhn, we are requesting an informal hearing with the Barnstable Board of Health to discuss our proposals for his lot off Prince Avenue. The current proposal (as seen on the enclosed plan) is to remove an existing fire-damaged dwelling and replace it with a two-bedroom dwelling. The septic system is also to be upgraded from a cesspool to a septic tank, d-box, and galley (for which the necessary variances had previously been attained) . we wish to discuss a few aspects of the project with the Board for their input. Please contact our office as to when a suitable hearing date can be scheduled. If you have any questions, please call me at 362-4541. Sincerely, "- Albert H. Roberti Environmental Consultant Down Cape Engineering, Inc. cc: Christopher Kuhn 239 Prince Ave. Marstons Mills, MA 02468 "JAN 3 1989 (2) The designing engineer must be onsite and supervise construction of the sewage disposal system and certify in writing to the Board that his design has been strictly adhered to. FWi ;.., . (3) The onsite sewage disposal system shall be pumped annually and written certification submitted to the Board by a licensed septage hauler. (4) It shall be recorded on the deed that the dwelling cannot have more than two(2) bedrooms. Sewing rooms,dens, lofts,enclosed porches, study rooms, finished cellars, and similar type rooms are ;considered bedrooms according to the Department of Environmental Protection. These variances were granted because the existing leaching facility failed and heeds to be replaced as soon as possible. Also,the proposed leaching trench meets te maximum feasible compliance standards contained in Title V,the State Environmental Code. f b a�sr er K Sincerel yours, 1 Acting\\Cha rman ; Board of a lth f " + t.; Town of Barnstable j Y � RM/bcs t •F t . :, / Rsxft ,tt •' 1t.1:,," 1t1.; '. + y >zti7 $+� t`°F c i` i: f i.'•r - 1 •t> 1" ;( 'lr1 - , t x '3Y 2 4�.t.+ii 1.��.r ��� e r r ' a,tyy. 4.a-6 w ♦ z t ;:� 'a, (;�tr� �. .. ;�! s ."r r ,rtiS�r','•� } ��3 ��,��>' t ' '`: 1r•1 it }�}it��lt'eM� p , • c c baxtet , a 1 TOWN OF BARNSTABLE �Jyo T t r�•�o OFFICE OF ,AU!Pr ,, BOARD OF HEALTH b p 367 MAIN STREET 0 AY HYANNIS.MASS.02601 i r. t..S.' {t.isy •. �,Qr , .. f' ., r }�4 f�Sn i kPyY75 5y�,M1K'Yi�? w $ y1 . L nl"K.4 December 18, 1997} y� 1 a ! .t 3 k 4 � r ���1l�ttt�iAF��p••y`�� Yr V,.13.,`4�+r�t��, Richard Baxter,RLS. J #I Baxter&Nye and Co. Tfip�L � txi� 7 Osterville,Ma 02655 f } RE: 237 Off Prince Avenue, Marstons Mills 4 Yq Dear Mr. Baxter: You were granted variances on behalf of your client LBB.Trust, from Title 5,of the State" Environmental Code, and Town of Barnstable Health regulations to replace a soil absorption system at 237 (Lot 2)off Prince Avenue,Marstons Mills, listed as Parcel 6B on Assessor's Map 76. , , r<} T ;,, The variances granted are as follows: } • ��„,Ld • Regulation 15.211: To allow the separation distance from the soil absorption d system to the property line to be reduced to one(1)foot in lieu of 10 feet as require by Title 5. • Regulation 15.211 (1): To allow the separation distance front the S.A.S.to the t cellar wall to be reduced to ten(10) feet in lieu of the required 20 feet separation distance. • Regulation 15.211 (1): To allow for a two feet separation distance between the soil absorption system and the coastal bank in lieu of the required 50 feet separation distance. hI • Part VIII Section 10.00: To allow the distance from the leaching facility to the `off edge of the wetland to be reduced to 77 feet in lieu of 100 feet as required by the Town of Barnstable Health Regulations. A �t The following conditions apply: !Vi (1) The septic system must be installed in strict accordance to the plan. 5 baxter t _ n't 22� Dnte r v J Fee 1OWtJ OP F3ARM31'AME -^ orrIcE Or"' f r►•' 197 11AIt1 9111FF_r <<•��h!q•,`� aq ozeol VARMICE RE( UES'r FORt, . 11 vnr.Jnnce redi�enta meet ha [submitted fI-fteen (15) dnys Prior to the echedul ed n 1k)nrd of Ilenith Meeting. •i TEL. tIO. 1-800-212-8026 IIAlll; OF ArrLI(.'Atlr Christopher Kuhn ADI')IjESS OF AFrl,ICA11'r P.O. Box 2 Cumma uid MA 02637 tlAtll, OF Otdt1ER OF FRUt'ER'I'Y same D_ATE AFFRUVED 511111►tV1SION IIAtlt -�„ LO'C SI7.E ASf1F.SSORS IIAr Atli) PARCEL 111-11IIIGR _ I.00A'.('ipq OF REQ11EST Lot 2, off Pri�a Ave., biarstons Mills Town of Barnstable facility vARIAMIR Ftott REMILAri.Otl tobe 29' from top bank l to be 38' from top of bank 62 variance); reserve variance). Regulations as of 5-26-83 Title V: Sect. 15.03(7): Leach facility and reserve to be 84' and 82' respectively to REASON FOR VARIANCE (tiny attnch. letter if more apace is needed) Applicant had been directed to upgrade his septic system. The septic system has PP — een es>.gne to con orm with it e V and the Town of Barnstable Board of Health regulations as much as possible. 'OFIF.S OF FLAN BUST BE SUB1111 'EU CLEARLY Ut1TLI11111G VARIANCE REQUEST. rl,nn Itao t; _ VARIAIICF, AI'rROVEI) 1101' A)'rROVE1) 11GAS011 FOR I)ISATROVAI. UV Ann Jane Eshbaugh, Chairman AUG p �990 Susan G. Rask BOARD OF HEALTH TOWN OF BARNSTABLE d oFzeerc s TOWN OF BARNSTABLE ! OFFICE OF i BA"STAM Z MAo4 BOARD OF HEALTH 4b39' 367 MAIN STREET OIIA'(k HYANNIS, MASS. 02601 March 30, 1989 Mr. Christopher Kuhn P. O. Box 2 Cummaquid, MA 02637 Dear Mr. Kuhn: You are granted ;muaiple variances from Title V, of the State Environmental Code and Town `of Barnstable Health Regulations, to install an onsite sewage disposal system at Lot 2, Prince Avenue, Marstons Mills, listed as parcel 6B on Assessor's map 76. The variances granted are: Regulation 15.0.3 (7) - To allow the distance from the septic tank to the property line to .be reduced to seven (7) feet in lieu of the required ten (10) feet. Regulation 15.03 (7) - To allow for no separation distance from the leaching facility to the property line in lieu of the required ten (10) feet. Regulation 15.03 (7) - To allow for no separation distance from the reserve leaching facility to the property line in lieu of the required 10 feet. Regulation 15.03 (7) - To allo v the separation distance from the garage to the septic tank to be reduced to 19M ,�4,).feet. in lieu of the required ten (10) feet. To allow the distance from the leaching facility to the edge of the watercourse to be reduced to 56 feet in lieu.of 100 feet as required by the Town of Barnstable Health Regulations. To allow the distance from the reserve leaching facility to the edge of the watercourse to be reduced to 58 feet in lieu of 100 feet as required by the Town of Barnstable Health Regulations. .The following conditions apply: (1) The septic system must be installed in strict accordance to the plan. (2) The designing cng naei must be onsite and supervise construction of the sewage disposal system and certify in writing to the Board that his design has been strictly adhered to. (3) It shall be recorded on the: deed that the onsite sewage disposal system shall j ,nristopher Kuhn .: Lot 2, Prince Avenue, Marstons Mills ,,Aarch 30, 1989 be pumped anually and written certification submitted to the Board by a 'licensed septage hauler. f (4) The dwelling cannot have more than two (2) bedrooms. Sewing rooms, dens, lofts, enclosed porches, study rooms, finished cellars, and similar type rooms are considered bedrooms according to the Department of Environmental Quality Engineering. Therefore, the garage cannot contain a second floor "storage" room. These variances were granted because the existing cesspool is in all probability sitting in groundwater and contributing to the pollution of the marsh. It would appear that the proposed system will alleviate a source of contamination. Very truly yours, Grover C. M. Parrish, M.D. Chairman . BOARD vF UPAT TN TOWN OF BARNSTABLE TM/bs copy: DEQE Arne Ojala Let 23 7 P� February 24, 1989 Mr. Christopher Kuhn P.O.Box 2 Cummaquid, Ma 02637 Dear Mr.Kuhn: You are granted approval to reconstruct your two (2) bedroom dwelling at Lot 2 Prince Avenue, Marstons Mills, Ma. You were granted variances from Title 5, of the State Environmental Code, and Town of Barnstable Health regulations for the upgrading of an onsite sewage disposal system to accommodate your existing two (2) bedroom dwelling at Lot 2 off Prince Avenue, Marstons Mills, listed as Parcel 6B on Assessor's Map 76 on February 5, 1988. However, the dwelling was recently destroyed by fire. The variances granted were: Regualtion 15.03 (7) - To allow the distance from the septic tank to the property line to be reduced to 2 feet in lieu of 10 feet as required by Title 5. Regulation 15.03 (7) - To allow the distance from the leaching facility to the property line to be reduced to zero (0) feet in lieu of 10 feet as required by Title 5. Regulation 15.03 (7) - To allow for no separation of distance between the reserve leaching facility to the property line in lieu of the required 10 feet. To allow the distance from the leaching facility to the edge of the watercourse to be reduced to 53 feet in lieu of 100 feet as required by the Town of Barnstable Health Regulations. To allow the distance from the reserve leaching facility to the edge of the watercourse to be reduced to 54 feet in lieu of 100 feet as required by the Town of Barnstable Health Regulations. 7 i The following revised conditions apply: (1) The septic system must be installed in strict accordance to the plan. (2) The designing engineer must be onsite and supervise construction of the sewage disposal system and certify in writing to the Board that his design has been strictly adhered to. (3) It shall be recorded on the deed that the onsite sewage disposal system shall be pumped annually and written certification submitted to the .Board by a licensed septage hauler. (4) The dwelling cannot have more than two (2) bedrooms. Sewing rooms, dens, lofts, enclosed porches, study rooms, finished cellars, and similar type rooms are considered bedrooms according to the Department of Environmental Quality Engineering. Therefore, the garage cannot contain a second floor "storage" room. These variances were granted because the existing cesspool is in all probability sitting in groundwater and contributing to the pollution of the marsh. It would appear that the proposed system will alleviate a source of contamination. Very truly yours, Ann Jane Eshbaugh Acting Chairman Board of Health Town of Barnstable TM/bs copy: Attorney Michael Ford TOWN OF BARNS]. V C// LOCA:j,'OIv' (/-���� J (✓C� SEWAGE # 7F� VILLAGE l ASSESSOR'S MAP & LOT INSTALLER'S NAME&PHONE NO.- SEPTIC TANK CAPACITY LEACHING FACILITY: (type) ,T (size) >x y NO. OF BEDROOMS BUILDER OR OWNER_RC4. e� 2�-- PERMITDATE: —COMPLIANCE DATE: - l Separation Distance Between the: Maximum Adjusted Groundwater Table and Bottom of Leaching Facility Feet Private Water Supply Well and Leaching Facility (If any wells exist on site or within 200 feet of leaching facility) Feet Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of leaching facility) Feet Furnished by ...�-. , �/ �-r �� 1 �-����� No. e Fee -�5,A.09 THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS 01pplication for Zigpo!ga1 *paem Construction hermit Application for a Permit to Construct( )Repair( )Upgrade( )Abandon( ) ❑Complete System ❑Individual Components Locat' Address or Lot N Owner's Name,Address and Tel.No. 31? d{��,,k v Assessor's Map/Parcel Installer's Name,Address,and Tel.No. Designer's Name,Address and Tel.No. Type of Building: Dwelling No.of Bedrooms�_ Lot Size sq.ft. Garbage Grinder( ) Other Type of Building No. of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow ���— gallons per day. Calculated daily flow Dc� -7 gallons. Plan Date f J`f7 Number of sheets Revision Date Title Size of Septic Tank A-yo Type of S.A.S. Description of Soil )`6vto" ot Nature o 0epaior 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 issued by hi and Signed Date rP /?ZF Application Approved by Date L) Application Disapproved for the following reasons Permit No. . Date Issued '2 k# No. `` Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLES MASSACHUSETTS Application for Miopo$ar *pztem Con!6truction Permit Application for a Permit to Construct( )Repair( )Upgrade( )Abandon( ) El Complete System ❑IndividuaIfComponents Local on Address or Lot No. Owner's Name,Address and Tel.No. Assessor's Map/Parcel Installer's Name,Address,and Tel.No. Designer's Name,Address and Tel.No. 0/6 it gf 6' �9 3 x Type of Building: Dwelling No.of Bedrooms ,\Lot Size sq. ft. Garbage Grinder( ) Other Type of Building r No. of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow j/ gallons per day. Calculated daily flow Ql�-7 gallons. Plan Date to, Number of sh-lets Revision Date Title Size of Septic Tank / Type of S.A.S. Description of Soil `/r1v f/ Nature o 'epai3 or Alterations(Answer when applicable) l tad c /'c p"G c� 2 F Date last inspected: 'a + Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system d in accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certifi- cate '� of Compliance has been issued by hi ar iartff Signed _ Date / Application Approved by Dat ;✓�/ Application Disapproved for the following reasons Permit No. i* " ; Date Issued i --------------------------------------- THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE, MASSACHUSETTS Certificate of Compliance THIS IS TO CERTIFY,that the On-site Sewage Disposal System Constructed( ) Repaired ( )Upgraded( ) Abandoned( )by It/// at o� �, has been constructed in accordance with the provisions of Title 5 and the for Disposal System Construction Permit No.0 dated �' !� Installer ,f a= Designer K T/T The issuance of this permit shall not be construed as a guarantee that the system will function as designed. Date Z r q A Inspector �\_11 Y r No. � . Fee THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION - BARNSTABLES MASSACHUSETTS Mi5po.5ar bpg;tem Construction Permit Permission is hereby granted to Construct )Repair( )Upgrade( )Abandon( ) System located at and as described in the above Application for Disposal System Construction Permit. The applicant recognizes his/her duty to comply with Title 5 and the following local provisions or special conditions. Provided:Construction mustbe completed within three years of the date of this e it. /�° 07 Date: <&�— 1 Approved i i l� cW ��� �' 1��� I D �� ��� �� � B � BILODEAU BUILDERS, INC. MARSTONS MILLS, MA 02648 (508) 428-2978 f l� PETER J. BILODEAU 1 1 PRESIDENT 1 6 1 411 I w �z •V fir - I 50 Fri .5rA i .36 "5FpTjc- (Tq q I ." it 7 6 �4 u O Title st Draft printed aept.mber al, 1993- . 1. the Department with regard to systems ovine operated by an agency of the Commonwealth or of federal government; or case basis as 2. the Department, on a case-by-case to b- for the determined by the Department to be necessary Protection of public health, safety, welfare or the P. environment. - Article XI of the State Sanitary Code: Minimum Artie }� Sewa a in Unsewered Requirements dea ineAugustsal 1966f Sanitary g Areas as amen late (Coastal) - The seaward face or side of any elevated andform, other than a coastal dune, which lies at the landward land subject to tidal action, o Cot edge of a coastal beach, 40 and Part II, wetland as defined in M.G.L. c.131, § 10.30(2) . Bank (Inland) - A portion ofo he land surfaceined in whicL.naturac. 1311ly abuts and confines a water b Y a and Part III, 310 CMR 10.54 (2) . - Solid rock exposed at the surface or overlain by unconsolidatedBedrock includes gravel, sand, silt and/or clay. in es are weathered or saprolitheir ar Bedrock defined and most of teaionen extent ts r •are described P ribed in the of Massachusetts" published by the "Bedrock Geologic p licWorks (1983) . ` pepartment of ;Pt A room providing privacy, intended primarily for sleeping and consisting of all of the following: rr// floor sp ace of no less „than 70 s e "feet; `�� rr a. 7 . 3�, (except height of no less tha ' ( t tb b. a ceiling 9 mobile--homes and homes constructed ,'prior o date of building code may have ceiling heights less than ation3"and c• an �electrical servic d• at least one window. Living rooms, -dining rooms; kitchenost aasbathrooms, .garages are unfinished cellars and unheated storage are not considered bedrooms. Where the total n notumber of rooms for single family dwellings exceeds eight, hallways, unfinished cellars and unheated storage areas, the number of bedrooms shall be calculated by dividing the .total y two then rounding down to the next lowest number of rooms b Whole number. temporary use, all In seasonal dwellings which receive only temp rooms, except kitchens, bathrooms whetheriheat,ng oventilati nms shall eor a counted as bedrooms regal window is provided. c a - A layer composed of microorisms whichand formsorganic material located below a soil absorption system tel.(508)362-4541 939 main street rt 6a fax(508)362-9880 yarmouth port mass 02675 down cope engineering civil engineers& land surveyors structural design Ame H.Ojala P.E.,P.L.S. April 3, 1991 land court Richard R.Fairbank P.E. surveys John McElwee,P.LS. Barnstable Conservation Commission site planning 367 Main Street Hyannis, MA 02601 sewage system designs Dear Commission Members: Enclosed is a Preliminary Notice of Intent submitted on inspections behalf of our client, Christopher Kuhn. We feel some background information is necessary to explain a little of the history and details of the project, hence this permits cover letter. The Barnstable Conservation Commission issued an Amended Order of Conditions on November 30, 1987, approving the construction of a wood pile and timber pier (among other things) on Lot 2 (Assessors Map 76 Lot 65) off Prince Avenue, Marstons Mills. The state has subsequently issued a license (#2005 ) to allow construction of this pier. This pier was never x constructed. Mr. Kuhn is proposing to move this ®/ approved pier to Lot 1 and extend it approximately 50' to obtain deeper water for his 38 ' long, 4 ' draft sailboat. Due to prevailing southwest winds, he would tie off with the bow facing into the wind, and hence the deeper water (at the 5 ' contour) is necessary to accommodate the keel. The only moorings displaced would be his own and a friend 's (Murphy mooring) , who uses it for his whaler, and would in the future use Mr. Kuhn' s pier for access to his boat. His neighbor's mooring will be 44 ' from his proposed pilings and the distance from his neighbor' s proposed pier to Mr. Kuhn's is now 831 . There will be no structures of any kind allowed on the Barnstable Conservation Foundation parcel. According to Mr. Kuhn, he has never seen sailboats tacking in the area of the proposed pier. It is also estimated that the channel will be 60 ' from the end of the proposed pier, which allows unimpeded passage for boats travelling to and from the town dock. The proposed pier has been designed to be low profile, with no railings, and with minimal impacts to the area . indeed, tas i le i' will no,.-1 co-oil,l ete l y avoid the ? i s U z '3 = t 1 i_`�'1 _:r o q. Z'z�l'Z pr-Dposes to allow the Spartina sp. , presently spreading over his sandy beach, to continue to fill in, thereby returning it to its natural state. We welcome your comments on this proposal. If you have any questions, please do not hesitate to contact me. Sincerely, Sarah B. Rooney Environmental Assistan Down Cape Engineering, Inc. cc: Barnstable Harbormaster Shellfish Officer, Dept. of Natural Resources Waterways Committee Coastal Health Coordinator ' i C V- Rh P ail ]�-� Yn; < • 310 CNIR 10.99 g D-�Foe N_. Commonwealth f (10 De pw+oec trY DEPj of f��assachusetts k BARI�STABLE 1 Gty+own saairr _ qpp„cant KUHN '°39 Notice of intent �ra3Y+ Under the Massachusetts Wetlands Protection Act, G.L. c. 131, §40 and Application for a Department of the Army Permit TOi+'N OF BARNSTABLE BY-LhW, ARTICLE XXVII Part 1: General Information 237 Prince Avenue, Marstons Mills Lot 1 1. Lccation:Street Adoress Assessor's Lan Number 76 Lot Number 16 (Lot 1) 2. Project:Type residential Description To cnnsrruct a wood pile and timber pier in and over the waters of Prince Cove, MArstons Mills 3. Registry:County BARNSTABLE ClnreniBook -5738 - 8 Page 183 Cerlittcate (It Regislered Und) 1-800-412-0571 4 AIiC2'11 Christopher Kuhn Tel. Address 237 Prince Avenue, Marstons Mills 0.2648 • • 5. Prcpe7ty Owner same Tel. Address 5. Remesentattve Doan Cape Engineering,lnc Tel.(50B)362-4541 ACcress 939 Main Street (Route 6A), Yarrnouthport 11A 02675 7. a.Have the Comenstion Commission and the DepamnedsRegional Office each been smbyeertified mail or hand oelivery,2 Copies Dt completed Notice 01 MteM kft zuPpDT.VD P""darm nls?_ _ Yes No'_' Submit one aitIIitional+copp:lto arastable*atarO Stesonrcea' �..,40 b. Has the lee been submitted? Yes .i No for:coastal �ro3ectsY- C. 7ota11Filing Fee Submitted d. Cityrrown Share of Fling Fee Male Share of Filing Fee • (sent to CityrTown) of tee in excess O VS.sent to MP) e. Is a brief s,ctemeni a;.awhed indicating how the applicant calculaied the tee? Yes "..No Etie:.tive 71r1DIB9 31 8. Have all obtainable permits.variances and approvals required by local by-law been obtained? Yes No ; Obtained: Applied For: Not Applied For: R Rnilding Permit 9. Is any portion of the site subject to a Wetlands Restriction Order pursuant to G.L.c. 131. §40A or G.L. c. 130, §105? Yes No i X 10. List all plans and supporting documents submitted with this Notice of Intent. Identifying NumberLetter Title.Date 87-238 Site Plan Showing proposed Wood Pile and Timber Pier in and over the Waters of Prince Cove in Marstons Mills, Barnstable, MA Prepared for Christopher Kuhn Revised �'Za"`li Scale: 1"=20' 11.Check those resource areas within which work is proposed: (a) a Buffer Zone (b)Inland: Bank. Land Subject to Flooding. Bordering Vegetated Wetland' Bordering Land Under Water Body 8 Waterway. Isolated (c)Coastal: EX Land Under the Ocean* Designated Port Area' :X Coastal Beach* Coastal Dune -Barrier Beach $ Coastal Bank Rocky Intertidal Shore* K Salt Marsh" Land Under Salt Pond' Land Containing Shellfish* - E Fish Run' Floodplain •Likely to involve U.S.Army Corps of Engineers concurrent jurisdiction.See General Instructions for r Completing Notice of Intent. .. 3-2 > i 112. Is the wetland resource area to be altered by the proposed work located on the most recent Estimated Habitat Map(if any) of rare."state-listed"vertebrate and invertebrate animal species occurrences provided to the conservation commission by the Natural Heritage and Endangered Species Program? YES [ ] NO [X J Date printed on the Estimated Habitat Map issued NO MAP AVAILABLE [ J (if any) 1990 If yes, have you completed an Appendix A and a Notice of Intent and filed them, along with - supporting documentation with the Natural Heritage and Endangered Species Program by certified mail or hand delivery,so that the Program shall have received Appendix A prior to the filing of this Notice.of Intent? YES [ j NOJr [ J • 33 - j Y `e4.G Part II:Site Description Indicate which of the following information has been provided (on a plan, in narrative description or calcula-..,,tj;; tions)to clearly. completely and accurately describe existing site conditions. Identifying Number;Letter (of plan. narrative or calculations) Natural Features: Soils 87-238 Vegetation R7-23R Topography 87-238 Open water bodies(including ponds and lakes) 87 2 Flowing water bodies(including streams and rivers) Public and private surface water and ground water supplies on or within 100 feet of site Maximum annual ground water elevations with dates and location of test 87-238 boundaries of resource areas checked under Part I, item 11 above Other Man-made Features: 97-7 3R Structures(such as buildings,piers,towers and headwalls) 87-238 Drainage and flood control facilities at the site and immediately off the site, including culverts and open channels (with inverts),dams and dikes Subsurface sewage disposal systems Underground utilities 87-238 Roadways and parking areas 87-238 Property boundaries,easements and rights-of-way Other Part III:Work Description Indicate which of the following information has been provided(on a plan, in narrative description or calcula- tions)to clearly, completely and accurately describe work proposed within each of the resource areas checked in Part I, item 11 above. Identifying NumbenLetter (of plan,narrative or calculations) Planview and Cross Section of: 87-238 Structures(such as buildings,piers.towers and headwalls) Drainage and flood control facilities.including culverts and open channels(with inverts), dams and dikes Subsurface sewage disposal systems&underground utilities Filling,dredging and excavating,indicating volume and composition of material Compensatory storage areas,where required in accordance with Part Ill,Section 10:57 (4)of the regulations Wildlife habitat restoration or replication areas Other Point Source Discharge Description of characteristics of discharge from point source(both closed and open channel),when point of discharge falls within resource area checked under Part I,item 11 above,as supported by standard engineering calculations,data and plans,including but not limited to the following: 3-4 i 1. Delineation of the drainage area contributing to the point of discharge; 2. Pre-and post-development peak run-off from the drainage area.at the point of discharge.for at least the 10-year and 100-year frequency storm; 3. Pre-and post-development rate of infiltration contributing to the resource area checked under Part 1.item 11 above; 4. Estimated water quality characteristics of pre-and post-development run-off at the point of discharge. Part IV:Mitigating Measures 1. Clearly. completely and accurately describe.with reference to supporting plans and calculations where necessary: (a) All measures and designs proposed to meet the performance standards set forth under each re- source area specified in Part II or Part III of the regulations;or (b) why the presumptions set forth under each resource area specified in Part 11 or Part III of the regula- tions do nol apply. CX Coastal Resource Area Type: Identifying numoer or letter I G Intano LAND UNDER OCT7 A N of supportoocuments I Pier is designed with piles adequately spaced and sized so as to allow wave energy and sediments to pass relatively unimpeded 87-238 No eel grass beds in the area Temporary turbidity during construction anticipated; piles shall be mechanically driven. Non-leaching wood preservative to be utilized on all lumber Loss of benthic substrate is offset by the increase in surface area of pilings for community attachment IN Coastal Resource Area Type: Identifying nurnoer or letter D Intano COASTAL BEACH at support documents I There shall be no change in bottom topography due to construction ! and existence of pier 87-238 Pier will not interfere with alongshore sediment transport Non-leaching wood preservative.to be.utilized in all lumber t No eel grass beds in the area.of construction Pier designed so as to not affect adversely water circulation or water quality 3-5 i S , I. Delineation of the drainao6 area contributing to the point of discharge; s�c. 2. Pre-and post-development peak run-off from the drainage area.at the point of discharge.for at least the 10-year and 100-year frequency storm. 3. Pre- and post-development rate of infiltration contributing to the resource area checked under Part 1.item. 11 above: 4. Estimated water quality characteristics of pre-and post-development run-off at the point of discharge. 4 y Part IV: Mitigating Measures 1. Clearly. completely and accurately describe.with reference to supporting plans and calculations where.. necessary: (a) All measures and designs proposed to meet the performance standards set forth under each re- source area specified in Part 11 or Part III of the regulations:or (b) why the presumptions set forth under each resource area specified in Part 11 or Part III of the regula tions do nol apply. EX Coastal Resource Area Type: Identifying number or letter I G INanc COASTAL BANK otsupponcocuments i The pier begins at the Bank, on a.lawn area; the walkway will be on piles, starting 6" above grade, and decking to be 1" apart 87-238 Construction of the pier will not adversely affect the Coastal Bank All non-water dependent machinery to be kept landward of Bank There will be no interuption of sediment supply to local areas IX Coastal Resource Area Type: IdenUtyingnumoerorletter D InIana LAND CONTAINING SHELLFISH I otsuppondocuments Pier has been designed so as to avoid adverse water circulation, ! sedimentation, and water quality. 87`238 Any shellfish in the area shall be removed and transplanted air owner's expense Piles proposed to be driven to minimize turbidity Substrate lost due to pile placement corresponds to increase in . surface area for community attachment of organisms Construction machinery not to be allowed on Land Containing Shellfish - to be done from floating barges Y , tX Coastal Resource Area Type. Identifying number or letter ❑ Inland Of support documents • 2. Clearly,completely and accurately describe.with reference to supporting plans and calculations where necessary: (a) all measures and designs to regulate work within the Buffer Zone so as to ensure that said work does not alter an area specified in Part I,Section 10.02(1)(a) of these regulations:or • (b) if work in the Buffer Zone will alter such an area,all measures and designs proposed to meet the performance standards established for the adjacent resource area specified in Part 11 or Part III of these regulations. Coastal Resource Area Type Bordereo By 1 00•Fool Discretionary Zone: Identifying number or letter Q InlanC BUFFER ZONE ofsupponoocuments Any disturbance of area to be revegetated upon completion of project 87-238 i i (ARTICLE XXVII .ONLY) Impact of proposed action applied for: (use additional sheet if 1. Effects on erosion control : none necessary) 2. Effects on wildlife : none 3. Effects on recreational interests : No infringement..on..neighbor's.moor.ings.,.or:navigation.-.. 4. Effects on aesthetic interests : pier is in keeping with area 5. Effects on public trust rights : Stairs designed for 'longshore access 6. Effects on agriculture :N/A 7. Effects on aquaculture.: N/A S. Effects on historic interests : N/A3-6 f PLEASE INDICATE WHO IS TO RECORD THE ORDER OF CONDITIONS (CHECK ONE): Applicant XX Agent Part V:Additional Information for a Department of the Army Permit 1. COE Application No. 2. (to be provided by COE) (Name of waterway) 3. Names and addresses of property owners adjoining your property: see attached sheet 4. Document otherproject alternatives(i.e..other locations and/or construction methods.particularly those R that would eliminate the discharge of dredged or fill material into waters or wetlands). 5. 81.2" x 11 " drawings in planview and cross-section.showing the resource area and the proposed activ- ity within the resource area.Drawings must be to scale and should be clear enough for photocopying. Certification is required from the Division of Water Pollution Control,before the Federal permit can be issued.Certification maybe obtained by contacting the Division of Water Pollution Control.1 Winter Street Boston, Massachusetts 02108. Where the activity will take place within the area under the Massachusetts approved Coastal Zone Management Program,the applicant certifies that his proposed activity complies with and will be conducted in a manner that is consistent with the approved program. Information provided will be used in evaluating the application for a permit and is made a matter of public record through issuance of a public notice.Disclosure of this information is voluntary,however,if necessary information is not provided,the application cannot be processed nor can a permit be issued. hereby certify under the pains and penalties of perjury that the foregoing Notice of Intent and accompanying plans. documents and supporting data are true and complete,to the best of my knowledge. Signature of Applicant Date (Down Cape En sneering) 4 Z y nature plicant tRepre ntative Date FORM —E.ception to EKG Form 4345 approved by HQUSACE.6 May 1982". M E D MAY 82 0 0 (TEST)--This document contains a pint Department of the Army and state of Musat►.setts applicattoc for a permit to obtain permission to perform sctivitice to United States raters.The 0(rire . of Management and Budget 10148)has approved those questions required by the VS Army corps of Engineers. OMB Number 07,02-0036 and expiation date of 30 September 1983 applies".This statement will be set in 6 point type. „i --- 3-7r i . 7' y ? u.s.POSTAGE ; V Q AUG 20'90 .k iROM � I� „ r P 257 422 41s7 1552 6 4b524&5 r so L u4 A \• ����a�i �F h.5.. \L r lrrl - '��1 � ri'Q•�1�Sti.1 A�—�tv�l�$L�c AUG 211999 LO � fl j your e^�.ao cGi�,Y f � � t • 6y Ra':p81f e oCO �. Q.UUY. d C!+li� JIi£E' -Ind NU1,;..M � ro � __�-� �ttit��P{urr�G'�.F•• �:.-� � +�rrr€�+ft►u4ttt�t,A..Q,B$R 0 3 y CD c m ® c y a ,oa 0m o v C CA v m m m m WCD y y l f � \ Abutters within 300': A.M. 76 Parcels: 17: Barnstable Conservation Foundation, 1 Winter St., Hyannis 02601 18: Cornelia Austin, 154 Prince Ave., Marstons Mills 02648 15: Michael J. & Susan K. Young, 21 Coulton Park, Needham 02192 14: William E. 6z Anita S. Kepnes, 'Prince Ave., Marstons Mills 13: James J; & Mary M. Hines, 99 Oak St., Reading, MA 01867 19: Town of Barnstable, 367 Main St., Hyannis 24: Wilbur C. & Vivian E. Cushing, 228 Cedar Tree Neck Rd., Marstons Mills 44: Jon & Nancy Bryan, 215 Prince Ave., Marstons Mills 30: Francis & Julie McCarthy, Unit 1001, 2500 Mystic Valley Parkway, Medford 02155 .--12: Barnstable Conservation Foundation 11: John P. 6z Susan D. Dunn, 21 Marshview Lane, Marstons MIlls . BA V. C;• MA 70N5 f.M - �� .O 1�•. � \ XK G �rF / \ �1 •` « l' / - \ - ( ,� ��:- car l•I > _ A '.QAom �_ _ _ �i. si'rs4ens� �, :�I,'i� ;`'� , �• L `�rar berry$o� G C I `'�_ h ` ! • "': F.. C s I - ��� / _ 9 = Bogs`. ..\ /'/'cto Oh ta i �. .999�, i _ •Z' v it ` l 3' I _ y'r8og5 - !<� Lo2•ells °<�` .� ^` Aso .;.• 1QpL ; { o ' o� �—� Pond 1 \ c • _ — 36 == , �; �•�_-• S Y r--_ - , ' CranDerry� .'I. •\ a\, J �3 �� ��c ° 08 .fi. ,•'_���\�- - n' 1 I r ♦ tip Q \�C '1r . / •-�..-. ` �: n II` _ ,`- •. IF 01 q — { n• r` ..�: \\\ Y l\OJ -So. �IO\`•��I� �1\ \�_f11p:. I �' { Pond,/ ,. IF x .I'��• �I•�• �.�/`77• a �• `c_�\K. a 3`._ .�0 ]b� `:1 i�\0= -� ` :2�._,.�A _��.`_: • ,.'a �. .� ;_ iY o� �` - ,_./B • �,. a _, � P •`�'j'•� : __ % `,''y- • •,'P i\ it .p 3sJ _J _ 'lta � _ � •- IFIne .'ll,. � n� in Cr an ry Imo` l; ` D .1 ����% A_ Islanp `•• �J�SEavui` I,�„1\ ' i• I ��,.��l� t`on C.Q Bo s: •�� r. (r: :O ,; OA ••:• a •1.1 1 °\ `GO.. {` \�__ _ Si Marys �lFltent`• _i -_: -EI.�' - �\,-• `\;• \`�\k �• " \ �._ �, Island R`, Pond 01 5 �C•� ti rR - 1 _ •. "f� `.'`....• tn• I' 'Y^ �ll0 . I D •t 1/ Isabella I •f/• IF it; p p� (�o - �•VJP 3 r� - _``��r.,L' �U .�i`l\ t �\�14� t.._• j b PJI!�. .41 ��� ✓; ! �- _ Public I - �` o I' OR i. i,' po ��._ �• c L i ! t' r'��C• F� :. Tims ?T^i^mF •► -� `L \•. eL_ � " - t• , Handy Pt WVe •I'' •\ l ��•� , Or�••`� Pu b1i,pt tiondinp 4... `{I1� . . `, ..� r�I. � �!•• Hoopers I • �j<� : ''`�� i:1 r I -1:....:; I 1 1 �J _• .Jj�, ��`; �' •1;Beach I oNClub< i0sster n, Noisy • ��/2 p B4 t1 Pond •j •. .{,1, >t Pt ~�. �.,acrbors � • j. �; i •� �ivPublic '/ 2` = • ` "'. �. Landing I S RVI LE AND ISLAND• ~1` l•• Cotuit :tip. •• •� F L `•, • •• ° �\ n• I 1 •c. ., Bluff �.. •���G \\` r n= ,•\�\'ri0tUI •�• ,., :'lo F Tleal `�'�'.'I` ; .c /�, r`. _ /•�- -~c .°' F 11 •:c �i j - _ _ -iisghlands Fiat: ���-_ _ h • ,fir; v - Y . _ cam! =�SEAVIE►y v,• -:�J, '..R ;n• mesons eC \� ` r, 1`t/,l�' - ��-� ih•f, ;Island OgBd j _ - Jgeach -- .- :a' rbors �'... - L�/lI'IT��N ��Q9 e Ha ! _ I' A �y5t r cLignt ` I • I n•(c II i 7 I"At 1 V J.f1V IAVc IU a��'nv�(<'d./i�I S 87-238 a � Y O I j s O � t � J M J••y d � i � as ago kb L r O O J � J c M 109 7' ♦ s a • ., (( � S •fit I H N I s (' b uit Sad I Ire b Lo - - J- LL. I- ` �b Ass�so�s �h� 76 � �, � ,♦ � ;. +o LOTS I i 2 Ei to N& t9 , Daniel S.Greenbaum Commissioner Gilbert T.Joly 0,9S. 7 Regional Director > > (Sed 947 MY ez( 6T0--6S4 April 20, 1989 Board of Health RE: BARNSTABLE--Subsurface Sewage P.O. Box 534 Disposal--Proposed Variances Hyannis, Massachusetts 02061 to 310 CMR 15 .03 (7) "Distances" of Title 5 of The State Environ- ATTENTION: Grover C.M. Farrish, M.D. mental Code for Christopher Kuhn Chairman Lot 2 , Off Prince Road Dear Board Members : The Department of Environmental Quality Engineering is in receipt of your letter of March 30, 1989, and a revised plan dated March 17, 1989, (latest revision) requesting variances to the above referenced location. y ;;.. In a letter to you dated April 3 , 1989, the Department denied the request for variances due to deficiencies on the plan and dis- crepancies between the plan and your approval letter dated February 24, 1989 . The Department has had an engineer review the present submittals and finds them to be in order. Accordingly, said request for variances is hereby approved. If you have any questions, please contact Mr. Brian Dudley at the above telephone number. Very truly yours, Je f ouldy Chi f W t Tvion Control Section G/BAD/lm cc: Down Cape Engineering 926 Main Street Yarmouthport, MA 02675 362-4541 939 main street rt 6a yarmouth port mass 02675 down cape en'tiaeering civil engineers& land surveyors structural design August 10, 1990 Arne H.Ojala P.E.,R.L.S. land court Richard R.Fairbank P.E. surveys Town of Barnstable Board of Health site planning 367 Main Street Hyannis, MA 02601 sewage system designs Reference: Christopher Kuhn, Lot 2, off Prince Ave. , Marstons Mills inspections Dear Board Members : permits Enclosed please find site plans and a copy of variances granted Christopher Kuhn for Lot 2, off Prince Avenue, Marstons Mills, on March 30, 1989. With the exceptions of the variances granted from the Barnstable Health Regulations, we wish to have the Title V variances extended for one year. In addition to this extension request, we wish to request variances as listed on the enclosed variance request form. Please note the revised location of the top of bank and the revised setbacks. We wish to get on the the August 28 meeting agenda. Thank you for your consideration. Sincerely, Sarah B. Rooney / Environmental Consultant Down Cape Engineering cc: C. Kuhn Atty. Michael D. Ford 171 Main St. Hyannis, MA 02601 encl L 362-4541 939 main street rt 6a yarmouth port mass 02675 down cope engineering civil engineers&land surveyors structural design Arne H.Ojala P.E.,R.L.S. land court Richard R.Fairbank P.E. surveys February 4, 1988 site planning sewage system designs Thomas McKean, Health Agent Barnstable Health Department Barnstable Town Hall inspections 367 Main Street Hyannis, MA 02601 permits Reference: Septic Revision on Lot 1, off Prince Avenue, Marstons Mills Dear Tom: Enclosed are two copies of the revised plan for the upgrade of the septic system on Lot 1, off Prince Ave., prepared for Christopher Kuhn. The revision was approval at the February 2nd Board of Health meeting. Please note the changes in the variance requests. Yours truly, Lynne Whiting Down Cape Engineering PyofINC TOWN OF BARNSTABLE OFFICE OF t BsaNutBL Nut BOARD OF HEALTH �. 367 MAIN STREET HYANNIS, MASS. 02601 January 19, 1988 Mr. Christopher Kuhn P.O.Box 2 Cummaquid, Ma 02637 Dear Mr. Kuhn: RE: Lot 1 and Lot 2 off Prince Avenue, marstons Mills The hearing you requested for variances for Lot 1 and Lot 2 off Prince Avenue, Marstons Mills, will be held on February 2, 1988, at 4:30 P.M., at the Board of . Health Meeting in the Selectmen's Conference Room, Town Hall,-367 Main Street, Hyaraiis, Ma. very- truly yours, Thomas A. McKean Acting Director BOARD OF HEALTH TOWN OF BARNSTABLE TM/bs cc: Down Cape Engineering f - oft ; City/Town o� Barnstable � . .,,N,,, APPIiC3nI _ Kuhn run Order of Conditions AMENDED TOWN OF BARNSTABLE WETLANDS PROTECTION BY-LAW, Ch. 3. Article XXVII FROM: BARNSTABLE CONSERVATION CON-MISSION TOWN OF BARNSTABLE BY-LAWS, ARTICLE XXVII From Barnstable Conservation Commission To Christopher Kuhn Same (Name of Applicant) (Name of property owner) P.O. Box 2 Address Cummaauid MA. 026.37 Address Same Map Number 76 Lot Number 65 .This Order is issued and delivered as follows: ❑ by hand delivery.to applicant or representative on (date) U by certified mail.return receipt requested on August 06, 1990 (date) This project is located at Parcel #65 (lot 2) off Prince. Ave. , Marstons Mills, MA. The property is recorded at the Registry of Deeds in Barnstable Book 5738 Page 183 Certificate(it registered) Jul 17 1990 (for reconsideration) The Notice of Intent for this project was filed on y , _ (date) The public hearing was closed on July 31, 1990 (date) Findings The Barnstable Conservation cnmmi sainn has reviewed the above-referenced Notice of Intent and plans and has held a public hearing on the project. Based on the information available to the Commission at this time, the Commission has determined that the area on•which the proposed work is to be done is significant to the following interests in accordance with the Presumptions of Significance set forth in the regulations for each Area Subject to Protection Under the Act(check as appropriate): ❑ Public water supply Flood control Land containing shellfish ❑ Private water supply Storm damage prevention Fisheries M Ground water supply Prevention of pollution Protection of wildlife habitat Total Fling Fee Submitted n/a State Share Clty/Town Share (1h fee in excess of S25) Total Refund Due S City/Town Portion$ State Portion S ARTICLE 27 Only: ('h total) (1/2 total) Public Trust Rights ❑ Agriculture Erosion Control ❑ Aquaculture Recreational ❑ Historic ; Aesthetic Effective 11/10/89 5.1 Therefore, the Barnstable Conservation Committee hereby finds that the following conditions are necessary, in accordance with the Performance Standards set forth in the regulations, to protect those interests checked above. The Barnstable Conservation Committee orders that all work shall be performed in accordance with said conditions and with the Notice of Intent referenced above. To the extent that the following conditions modify or differ from the plans, specifications or other proposals submitted with the Notice of Intent, the conditions shall control- GENERAL CONDITIONS 1. Failure to comply with all conditions stated herein, and with all related statutes and other regulatory measures. shall be deemed cause to revoke or modify this Order. 2. This Order does not grant any property rights or any exclusive privileges; it does not authorize any injury to private property or invasion of private rights. 3. This Order does not relieve the permittee or any other person of the necessity of complying with all other applicable federal. state or local statutes, ordinances, by-laws or regulations. 4. The work authorized hereunder shall be completed within three years from the date of this Order unless either of the following apply: (a) the work is a maintenance dredging project as provided for in the Act; or (b) the time for completion has been extended to a specified date more than three years, but less than five years, from the date of issuance and both that date and the special circumstances warranting the extended time period are set forth in this Order. 5. This Order may be extended by the issuing authority for one or more periods of up to three years each upon application to the issuing authority at least 30 days prior to the expiration date of the Order. . 6. Anv fill used in connection with this. project shall be clean fill, containing no trash, refuse, rubbish or debris. including but not limited to lumber, bricks,plaster, wire, lath,paper,cardboard, pipe, tires, ashes, refi-igerators, motor vehicles or parts of any of the foregoing. 7. No work shall be undertaken until all administrative appeal periods from this Order have elapsed or, if such an appeal has been filed, until all proceedings before the Department have been completed. 8. No work shall be undertaken until the Final Order has been recorded in the Registry of Deeds or the Land Court for the district in which the land is located, within the chain of title of the affected property. In the case of recorded land, the Final Order shall also be noted in the Registry's Grantor Index under the name of the owner of the land upon which the proposed work is to be done. In the case of registered land. the Final Order shall also be noted on the Land Court Certificate of Title of the owner of the land upon which the proposed work is to be done. The recording information shall be submitted to the Barnstable Ce^.�,at-o-, Commissic: on the form at the end of this Order prior to commencement of the work. 10. Where the Department of Environmental Quality En :neering is requested to make a determination and to issue a Superseding Order, the Conservation Commission shalf be a party to all agent.:proceedings and hear- ings before the Department. 11. Immediately following completion• the project shal be certified to be as per these conditions and plans. in wricinz, to the Barnstable Conservation Commission by the project engineer who snail be registered in the state of Mass. 12. Upon certification by the project engineer the applicant shall forthwith request• in writing, that a Certificate of Compliance be issued stating that the work has been satisfactorily completed. 13. Prior to any work being done at the site, all legal advertising bills incurred by the petitioner in relation to the Wetlands Hearing held on this project shall be paid. 14. This Order is issued under Article XKVII of the Town of Barnstable By-Laws The Barnstable Conser:acion Com---scion or Conservation Officer shall be notified no more than two weeks nor less than two days prior to the commencement of work, and have the authont.; cc issue an Enforcement Order if the terms or intent of cnis Order are not complied with. 15. It is the applicant's responsibility to provide all contractors with a copy of this Order and to ensure that all workers are informed of the conditions of this Order before they begin work at the site. SPECIAL CONDITIONS - ART-0020 ORDER OF CONDITIONS UNDER ARTICLE XXVII PLANS., Title: Site Plan Dated: June 28, 1990, revised Signed and stamped by: Arne H. Ojala, P. E. On file with: Barnstable Conservation Commission 367 Main Street, Hyannis, MA. 02601 - (508) -790-6245 1 . ) Within one month of receipt of this Order of Conditions and prior to the commencement of any work approved herein, General COndition number 8 (preceding page) shall be complied with. 2. ) It is the responsibility of the applicant, owner and/or successor(s) to ensure that all conditions of this Order are complied with. The project engineer and contractors are to be provided with a copy of this Order and referenced documents before the commencement of construction. 3. ) All work shall codform with the provisions of the D. E.P. Superseding Order of Conditions of February 6, 1990 ILA the following conditions. 4. ) All work shall conform with the plan of record dated June 28, 1990, revised. 5. ) The applicant shall obtain approval of the revised plan of record from the D.E. P. Southeast Region prior to the onset of work. 6. ) The applicant shall affect a restriction in perpetuity which shall preclude any future pier for lot 1 . Said restriction shall. be affected by the end of calendar year, 1990. Moreover, by way of this Order of Conditions, no pier, shall be constructed on lot 1 . Said condition shall continue over time. 7. ) The on-site cesspool shall be pumped dry and filled with clean sand. 8. ) All concrete and reinforcing rod debris from the ramp, and all macadam to be removed shall be appropriately disposed of off-site. 9. ) This approval is contingent upon the approval by the Board of Health of the subsurface sewage disposal system and the number of bedrooms embraced by the proposed residence. 10. ) The area seaward of the proposed deck shall be reclaimed in rugosa rose or other indigenous or naturalized shrubs in Consultation with the Conservation Department. Adaptation of the Heritage Landscape Plan of April 12, 1989 to fit the diminished footprint of the house is permissible under this Order. 11. ) The Conservation Commission, its employees, and its agents shall have a right of entry to inspect for compliance with the provisions of the Order of Conditions. 12. ) At the completion of work, or by the expiration of the present permit, General Condition number It shall be complied with., doc s art27kuhi--i Issued By Barnstable Conservation Commission 41,Z -1 1XI, 146�14_ 1 Signature(s) + C This Order must be signed by a majority of the Conservation Commission. On this 6th day of August 19 90 before me personally appeared mark H. Robinson to me known to be the person described in and who executed the foregoing instrument and acknowledged that he/she executed the same as his/her free act and deed. - October 28 , 1994 ' N ary b c My commission expires The applicant,the owner,any person aggrieved by this Order,any owner of land abutting the land upon which the proposed work is to be done or any ten residents of the city or town in which such land is located are hereby notified of their right to request the Department of Environmental Quality Engineering to issue a Superseding Order, providing the request is made by certified mail or hand delivery to the Department within ten days from the date of issuance of this Order. A copy of the request shall at the same time be sent by certified mail or hand delivery to the Conservation Commission and the applicant. Detach on Dotted Line and Submit to the Issuer of this Order Prior to Commencement of Work. To Barnstable Conservation Commission(Issuing Authority) PLEASE BE ADVISED THAT THE ORDER OF CONDITIONS FOR THE PROJECT AT FILE NUMBER HAS BEEN RECORDED AT THE REGISTRY OF ON (DATE) If recorded land, the instrument number which identifies this transaction is If registered land, the document number which identifies this transaction is Signed Applicant 362-4541 939 main street rt 6a yarmouth port mass 02675 dOWa Cope efi fineetiaiie civil engineers& land surveyors structural design August 17, 1990 Arne H.Ojala P.E.,R.L.S. land court Richard R.Fairbank P.E. surveys site planning Town of Barnstable Board of Health 367 Main St. sewage system Hyannis, MA 02601 designs Reference: C. Kuhn, off Prince Ave. , Marstons Mills; inspections Request for variances - Lot 1 permits Dear Board Members : Please be advised we wish to withdraw from the August 28, 1990 agenda and reschedule for September 11, 1990. All information, as well as a check for $50. 00, has been submitted previously. Thank-you, Sincerely, Sarah B. Rooney Environmental Assistant Down Cape Engineering, Inc. cc: Michael Ford C. Kuhn P u 1N TOWN of BARN STABLE DATE FEE 1 OFFICE OF RECEIVED BY i )A)I9TIDLY, 1. ®OARD OF HEALTH 367 MAIN STREET HYANNIS, MASS. 02e01 VARIANCE REQUEST FORI1 All variances must be submitted FIFTEEN (15) days prior to the scheduled Board of Ilealth meeting. , NAME OF ,APPLICANT TEL. NO. 1-800-212-8026 ADDRESS OF APPLICANT P.O. Box 2, Cummiquid, MA 02637 NAME OF OWNER OF PROPERTY Christopher Kuhn SUBDIVISION NAI1E N/A DATE APPROVED ASSESSORS MAP AND PARCEL NUMBER Assessor's Map 76 Parcel 6B LOCATION OF REQUEST Lot 2 off Prince Avenue Ma rstons Mills SIZE OF LOT 5816 Sq. FT. WETLANDS WITIIIN 200 FT. OF PROPERTY: Yes._No VARIANCE FROM REGULATION(List Regulation) Title V Variances: 1 septic tank to hP lnrated 2' frnm property line (variance of 8') 15.03(7) 2. Leach facility to be located 0' from property,: line (variance of 10') 15.03(7) 3 Reserve to be 0' from property line (variance cf 101). 15 n3(.Z) Town of Barnstable Variances: 1. Leach facility to be 53 from top of bank (variance of 479 5-17-83 2 •Reserve to be 54' from to of bank (variance of 46') 5 17=83 REASON FOR VARIANCE(May attach letter if more space is needed) Appli ant was directed by the Health Department to upgrade his septic system. There is no proposed construction to the dwelling. The septic-system-proposed on tbe ac nmpanying plan nnnformc to Tirlev and Tnxx,n RPanlations ac much as possible. PLAN — TWO COPIES OF PLAIT MUST BE SUBMITTED CLEARLY OUTLINING VARIANCE REQUEST, VARIANCE APPROVED NOT APPROVED REASON FOR DISAPROVAL Robert L. Childs, Chairman Ann Jane Eshbaugh Grover C.M. Farrish, N.D. BOARD OF 11EALT11 TOWN-OF BARNSTABLE DATE �,� ► /�8g o iNU c TOWN OF BARNSTABLE FEE t \ a ` OFFICE OF A Q RECEIVED BY���-�/-�O��o'` 7Ae15roecr. 1 BOARD OF HEALTH z 3e7 MAIN STREET HYANNIS, MASS. 02e01 VARIANCE REQUEST FORM All variances must be submitted FIFTEEN (15) days prior to the scheduled B r- lie th meeting. , tdAtiE OF ,APPLICANT TEL. N0. 1-800-212-80 ADDRESS OF APPLICANT P.O. Box 2 Cummi uid MA 02637 tdAt1E OF OWNER OF PROPERTY Christopher Kuhn SUBDIVISION NAME NIA DATE APPROVED ASSESSORS It" AND PARCEL NUlIBER Assessor's Map 76 Parcel 6B LOCATION OF REQUEST Lot 2 off Prince Avenue Ma rstons Mills SIZE OF LOT 5816 SQ. FT. WETLANDS WITHIN 200 FT. OF PROPERTY: Yes- X No VARIANCE FROM REGULATION(List Regulation) Title V Variances: 1 septic tank to he lnratpd 2' frnm property line (variance of 8') 15.03(7) 2. Leach facility to be located 0' from property . line (variance of 10') 15.03(7) 3 Reserve to be 0' from property line (variance of 10') 1 5 03(7) Town of Barnstable Variances: 1. Leach facility to be 53 from top of bank (variance of 47.9 5-17-83 2 Reserve to be 54' from top of bank f 46') 5 17=83 REASON FOR VARIANCE(llay attach letter if more space is needed) Apnli ant was dirp-ctahy the Health Department to upgrade his septic system. There is no proposed construction to the dwelling. The septic system imposed on the accom ylag plan rnnfnrms to TUIPM and Town Regulations as much as possible. Q PLAN - TWO COPIES OF PLAN MUST BE SUBMITTED CLEARLY OUTLINING VARIANCE REQUEST. VARIANCE APPROVED NOT APPROVED REASON FOR DISAPROVAL Robert L. Childs, Chairman Ann Jane Eshbaugh Grover C.M. Farrieh, M.D. BOARD OF IIEALTII rJ�►/� TOWN OF BARNSTABLE I Daniel S.Greenbaum Commissioner Gilbert T.Joly J -Za�, 0294 7 Regional Director (50S) U7 MY (vxt 6T0--eSJI RE: NOTIFICATION OF FILE NUMBER DATE: April- 5 -no WETLANDS/ Barnstable (city/town) This Department is in receipt of the following application filed in accordance with the Wetlands Protection Act (M.G.L. Chapter 131, Section 40) : APPLICANT: Christopher Kuhn OWNER OF LAND: Same ADDRESS: P.O. Box 2 ADDRESS: Cummaquid, MA 02637 PROJECT LOCATION: Lot 2, off Prince Avenue This project has been assigned the following file # SE 3-1952 Aithough a file # is been issued, the possible following deficiency(ies) in the filing have been noted: Conservation Commission note: please review 310_ CMR 10.30. Land Subject tc Coastal Storm Inundation. Plans do not meet Title 5 No file # will be assigned to this project until the following missing information is sent to this office tc- complete the filing in accordance with the Act: PLEASE RETURN THIS FORM bFLTH REQUESTED INFORMATION. ( ) Notices of Intent * ( ) Locus Maps ( ) Plans ( ) Title 5 Plan ( ) Appendix A Documentation COMMENTS: ( ) Application has been forwarded to the Waterways Licensing Program to determine if a Chapter 91 License is required. ( ) Please forward a copy of the Notice of Intent to the Army Corps of Engineers for Sec. 404 review (Call 1-800-362-4367 for information.) ( ) Project may require a Water Quality Certificate. Applicant is advised to contact the DEQE Division of Water Pollution Control (1 Winter Street, Boston MA, 02108; Tel: (617) 292-5673) for forms and further information. ISSUANCE OF A FILE NUMBER INDICATES ONLY COMPLETENESS OF FILING SUBMITTED, NOT APPROVAL OF APPLICATION. JM/it cc: Conservation Commission (x) DEQE Water Pollution Control - SERO (x) Building Inspector ( ) U.S. Army Corps of Eng. , Reg. Branch ( ) Coastal Zone Management (x) Board of Health I BOARD OF HEALTH MEETING i s Minutes of Meeting November 27, 1990 The regularly scheduled meeting of the Town of Barnstable Board of Health was held on Tuesday, November 27, 1990 at 7:00 P.M. in the Conference Room, Town Hall, 367 Main Street, Hyannis. In attendance: Ann Jane Eshbaugh, Chairman, Susan G. Rask and Joseph C. Snow, M.D., members. Also present was Thomas McKean, Director of Public Health and Barbara Sullivan, Office Assistant. i Jane Eshbaugh called the meeting to order at 7:00 P.M. i First on the agenda, Attorney Michael Ford was present to request multiple variances from Title V of the State Environmental Code and Town of Barnstable Health Regulation, ' i for the installation of an onsite sewage disposal system at Lot 2, Prince Avenue, Marstons Mills, listed as parcel 6B on Assessor's map 76. Arne Ojala, Down Cape Engineering, gave some data to the Board concerning the coastal bank. Mr. Ojala stated there is no evidence fof erosion due to tidal action. The toe of the bank is subject to only the rise and fall of the tide, and not littoral currents normally associated with the open coast. A salt marsh is in existence along the toe of the bank, which is an indication of its stability. Mr. Ojala further stated that the septic system upgrade as shown on the plan will never be affected in any way by the coastal environment during the useful life of the system. After some i discussion. Joseph Snow made a motion to explain the reasons for granting the additional i variances where there was an existing house, a cesspool which there had been a demand i that the septic system be upgraded, if this were a new construction these variances would � I not be appropriate but under the circumstances it appears that they are. The motion was seconded by Susan Rask, the Board voted unanimously to approve the motion. After some discussion, a motion was made by Sue Rask, seconded by Joseph Snow, the Board voted unanimously to grant the applicant multiple variances from Title V, of the State Environmental Code and Town of Barnstable Health Regulations, to install an onsite sewage I I Board of Health Meeting - Minutes November 27, 1990 k Page 2. i disposal system at Lot 2, Prince Avenue, Marstons Mills, listed as parcel 6B on Assessor's map 76. The variances granted are: Regulation 15.03 (7) - To allow the distance from the septic tank to the property line to be reduced to seven (7) feet in lieu of the required ten (10) feet. Regulation 15.03 (7) - To allow for no separation distance from the leaching facility to the property line in lieu of the required ten (10) feet. Regulation 15.03 (7) - To allow for no separation distance from the reserve leaching facility to the property line in lieu of the required 10 feet. Regulation 15.03 (7) - To allow the separation distance from the garage to the septic tank to be reduced to 6.11 feet in lieu of the required ten (10) feet. To allow the distance from the leaching facility to the top of the coastal bank to be reduced to 38 feet in lieu of 100 feet as required by the Town of Barnstable Health Regulations. To allow the distance from the reserve leaching facility to the top of the i g g coastal bank to be reduced to 29 feet in lieu of 100 feet as required by the Town of Barnstable Health Regulations. To allow the distance from the leaching facility to the mean high water mark to be reduced to 84 feet in lieu of 100 feet as required by the Town of Barnstable Health Regulation. To allow the distance to the reserve leaching facility to the mean high water mark to be reduced to 82 feet in lieu of the required 100 feet. The following conditions apply: (1) The septic system must be installed in strict accordance to the plan dated November 22, 1988 revised July 31, 1990. (2) The designing engineer must be onsite and supervise construction of the sewage disposal system and certify in i writing to the Board that his design has been strictly adhered to. (3) It shall be recorded on the deed that the septic tank shall be pumped annually and written certification submitted to the Board by a licensed septage hauler. (4) The dwelling cannot have more than two (2) bedrooms. Sewing rooms, dens,, lofts, enclosed porches, study rooms, finished cellars, and similar type rooms are considered bedrooms according to the Department of Environmental Quality Engineering. These variances were granted because there was a two (2) bedroom cottage at this site, which was destroyed by fire. The cottage was connected to a cesspool which is in all probability sitting in groundwater and contributing to the pollution of the marsh. The proposed replacement system is designed to provide better environmental protection. y�FTHE pO� TOWN OF BARNSTABLE t OFFICE OF i Bsaa9TeBL i BOARD OF HEALTH 00 039. 367 MAIN STREET am HYANNIS, MASS. 02601 February 24, 1989 Mr. Christopher Kuhn P.O.Box: 2 Cummaquid, Ma 02637 Dear Mr.Kuhn: You are granted approval to reconstruct your two (2) bedroom dwelling at Lot 2 Prince Avenue, Marstons Mills, Ma. You were granted variances from Title 5, of the State Environmental Code, and Town of Barnstable Health regulations for the upgrading of an onsite sewage disposal system to accommodate your existing two (2) bedroom dwelling at Lot 2 off Prince Avenue, Marstons Mills, listed as Parcel 6B on Assessor's Map 76 on February 5, 1988. However, the dwelling was recently destroyed by fire. The variances granted were: ReguaiUoii 1J.03 (7) - To ailow the distance from the septic tank to the property line to be reduced to 2 feet in lieu of 10 feet as required by Title 5. Regulation 15.03 (7) - To allow the distance from the leaching facility to the property line to be reduced to zero (0) feet in lieu of 10 feet as required by Title 5. Regulation 15.03 (7) - To allow for no separation of distance between the reserve leaching facility to the property line in lieu of the required 10 feet. To allow the distance from the leaching facility to the edge of the watercourse to be reduced to 53 feet in lieu of 100 feet as required by the Town of Barnstable Health Regulations. To allow the distance from the reserve leaching facility to the edge of the watercourse to be reduced to 54 feet in lieu of 100 feet as required by the Town of Barnstable Health Regulations. The following revised conditions apply: (1) The septic system must be installed in strict accordance to the plan. (2) The designing engineer must be onsite and supervise construction of the sewage disposal system and certify in writing to the Board that his design has been strictly adhered to. J Mr. Christopher Kuhn Re: Lot 2 Prince Avenue, Marstons Mills, Ma. February 24, 1989 (3) It shall be recorded on the deed that the onsite sewage disposal system shall be pumped annually and written certification submitted to the Board by a licensed septage hauler. (4) The dwelling cannot have more than two (2) bedrooms. Sewing rooms, dens, lofts, enclosed porches, study rooms, finished cellars, and similar type rooms are considered bedrooms according to the Department of Environmental Quality Engineering. Therefore, the garage cannot contain a second floor "storage" room. These variances were granted because the existing cesspool is in all probability sitting in groundwater and contributing to the pollution of the marsh. It would appear that the proposed system will alleviate a source of contamination. Very truly yours, cu" Ann Jane Eshbaug Acting Chairman Board of Health Town of Barnstable TM/bs copy: Attorney Michael Ford DEQE ristopher Kuhn Lot 2, Prince Avenue, Marstons Mills ,,ovember 28, 1990 (3) It shall be recorded on the deed that the septic tank shall be pumped annually and written certification submitted to the Board by a licensed septage hauler. (4) According to the EPA/WPC Project No. 625042402 Grant A2plication 66.418 CONSTRUCTION GRANTS FOR WASTEWATER TREATMENT WORKS CONSTRUCTION PHASE, dated June 1988 special grant condition #22 signed by the Town of Barnstable on May 31, 1988, any wastewater effluent pumped from septic systems connected to a building, facility, or other manner of construction which is erected or otherwise placed, in whole or in part upon land which is defined as a wetland or floodplain, cannot be disposed at the Wastewater Treatment Plant located in Hyannis. Therefore, the applicant shall furnish the Board a copy of a contract with a licensed septage hauler indicating where the wastewater effluent (which is to be pumped from the septic tank on an annual basis) will be disposed of. (5) The dwelling cannot have more than two (2) bedrooms. Sewing rooms, dens, lofts, enclosed porches, study rooms, finished cellars, and similar type rooms are considered bedrooms according to the Department of Environmental Quality Engineering. These variances were granted because there was a two (2) bedroom cottage at this site, which was destroyed by fire. The cottage was connected to a cesspool which is in all probability. sitting in groundwater and contributing to the pollution of the marsh. The proposed replacement system is designed to provide better environmental protection. Very truly yours, Ann Jane shbaugh Chairman BOARD OF HEALTH TOWN OF BARNSTABLE AJE/bcs copy: DEP Arne Ojala Michael Ford Board of Health MeetingMinutes November 27, 1990 Page 10. Next on the agenda, the Board approved the minutes from the previous meeting. Old Business/New Business: Thomas McKean reviewed the following with the Board: (a) Tamarack Remand decision. (b) Title V Policy memorandum non-sewered funeral home discharges. (c) Administrative Code Questionnaire. (d) Garbage and Rubbish Disposal Regulation - Schedule a meeting date. A motion was made by Susan Rask, seconded by Joseph Snow, the Board voted unanimously to adjourn at 10:20 p.m. Respectfully submitted, Barb ra C. Sullivan Office Assistant Board of Health Meeting - Minutes November 27, 1990 Page 9. Next on the agenda, Peter Sullivan, Baxter & Nye, Engineering requesting a Disposal Works Construction Permit Applications for Peter Folger, 25 Rambler Road, Osterville, for the addition of 2 bedrooms to the existing 4 bedroom house, a total of 6 bedrooms. The Board reviewed the plans with Tom McKean. After a brief discussion, a motion was made by Sue Rask, seconded by Joseph Snow, the Board voted to approve the application. Next on the agenda, Peter Sullivan, Baxter & Nye Engineering requesting a Disposal Works Construction Permit Application for The May Institute, Lot 13 Bramblebush Drive, Cotuit, 91,454 sq. ft. lot., construction of six bedrooms and an office. The Board reviewed the plans with Tom McKean. After some discussion, a motion was made by Joseph Snow, seconded by Susan Rask, the Board voted unanimously to approve the application. Thomas McKean reviewed all the correspondence with the Board. After some discussion concerning construction within floodplain areas, Susan Rask made a motion to require all applicants who are granted a variance for a building, facility, or any other manner of construction which is erected or otherwise placed, in whole or in part upon land which is defined as a wetland or flood plain, to furnish the Board a copy of a contract with a licensed hauler indicating where the wastewater effluent will be disposed of due to the fact that the Environmental Protection Agency/Water Pollution Control Project No. 625042402 Grant Application 66.418 CONSTRUCTION GRANTS FOR WASTEWATER TREATMENT WORKS CONSTRUCTION PHASE, DATED June 1988 special grant condition #22 signed by .the Town of Barnstable on May 31, 1988 does not allow wastewater to be disposed at the Wastewater Treatment Plant. Joseph Snow seconded the motion and the Board voted unanimously to require all applicants to furnish a copy.. of a contract with a licensed hauler indicating where the wastewater effluent will be disposed of. if any contract indicates disposal 4-the Town's Wastewater Treatment 'Plant the said contract will be deemed unacceptable and will not meet this policy of the Board. r I - •+;\IOW n(f..- 'd I LOCV-I"WAU- !C-1•(,l_f2. �6f,'F= !.•_ , I I Rtv I ,nN.r...,, Itl) i Ck) ( i f � � Y r/.Jr if I-�f•�r A}J '�t l�alhi��tl1U►+f _ t p I1�• �7: ( "FNIA xval.' A IcAr �fm a Gu11u,ell b=i I ! t,9z a�rtuEy•� F t (Q lAeet i All — 2fY IO ALL AfzOJIl'7 ' ;� �'D•y�(.1`'f•) -_ _ � -- "i^I�'�1+Allir�rY K-cLv�=-• t.h�}r=/t'taPx•r�t.u1 i L�. . _ I I` � I� II i' � � Io�y•.'11•l.Mtl Y-ll III i M ,,r. "� G ul" zd xu►,r4VO mac• i ec r_i i i P � ,�` I Lk'F�a;�I'UI o.o. u ri•Ff 6/�:trl xl.l.rxv tx=lrlr.r•� .� �I t 1. :#'-:: .. .,. 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OPt tAQ�OlOR TO MU9t Y6■IRUCTION ALt.•DIItiMt20�6 F and/or+u{atin66 eendIt d; of uruna tha rdipoarlb111ip tot,►e7 dlatSaprnoiae a w I'"'o" taoolu oot Nootbi to the. a .� ott•ntiew of the daeitoar. 1 02 ' ,, 1 l :�t1412 AIU/ I E IIIr N �"i i 1\ �t II✓ \ 1G �Lit Y Iic:V \9 = i 9f I:44ifl' l N is IV _{ Ell . 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I _ __ t- ..� I i..ghfa Jull-r I T lQ4 � �.w Ir���vele-T,�,�z�,r- I � 'IJ; � �� -_. . = I �%�.,e F::��,�i�All I �•- � i II _ .. . a- t Q� J O11 � u 1 � '�'�`� I i �'•�� ,�,1� °! ere �.L.1✓ya"_�I. e�� 3' � ao,c, ntoa m cora#a�lnor a:ons •' coYtalatot Hoar rats ><♦tt.oittar (;: eodlos aalat le� oeodlalwhdUec0encltirl "� r tha.raa0eaai►l !t1 leerW .,i,1 er,lnawYl/tnated r0 G"bra'aNa to the attantiar Yt tYe b�t�ar... t \ LOT 1 70.43' 1 i i � \r CONC. FOUND MIYICHAE 2 v s LOTi� LOT 1 5816 p (0.13 ACV/ 0 M hR►N`� Gov E # 87-238 CERTIFIED PLOT PLAN CATION : PRINCE AVE MARSTONSMILLS BARNSTABLE RED FOR. LOCATION PREPARED SCALE : 1 " = 20 . DATE : 05/03/93 Ill ff to,F TOWN OF BARNSTABLE �FTNEtO 0�"Py wyo� OFFICE OF 13PMSTMM i BOARD OF HEALTH MAes. 367 MAIN STREET 9�G 1639. �� HYANNIS, MASS. 02601 OM k' November 16, 1990 Michael D. Ford Attorney at Law 171 Main Street Hyannis, MA 02601 Dear Mr. Ford: As I discussed with you today in my office, I am in receipt of the letter from Arne Ojala dated October 1990 concerning the Christopher P. Kuhn property. The Board requested information concerning the coastal bank but the letter received does not contain the needed information. The bank$ vegetation and subjectivity to tidal action may be of concern to the Board. To avoid any further delay in the variance process ,I recommend your furnishing this information prior to November 20, 1990. Very truly yours, Thus A. McKean` Director of Public Health TM/bcs _ L NEW— i1.410 � t OWN OF BARNSTA t4 , As N•�'.A� ...^ SSESSOii a \ W� er,1,eM 'oq� V 'tir Ate"' !6 hi •�/ b 1 ,a�`. ' 2.11Ac b d I. UPLANb 2.6.2 AC TO_,, b o°00 t•.as 1 I3e ® 41 J9 A'G 1.01 AC .3 a AG is OOgY . e AO r1 lie o 1.11AC ,1p ll� C011M011 r tit It , f.LO AC IP 1.61AC-4 a t t !il 41 Qe ►.16 AZ >4 I 1 4o AC 1.24 Ac 0" �+ All >e� LB 44 \� // i6 at 84 A.C. act too 04 92. © 8 fists. s y 1a x u Sa e� �y� map° '`�"•,`•:'•' 0 Y•}. e4 Aft ��a AC Y A2 ve if v � a ' t s �`.�( ' � OHO Q 1►A v� s4:>at �y 1 1.14 At Lsa 1S 1.OIA� opo® p :.,f.�` i Ss :d WI 81 ® e t al I AO OG ^0 3r :o6AG y �+69 o ...E -� d ,�•fir ... V PREPARED UNDER THE DIRECTION OF THE BARNSTA13LE BOARD OF A§SESSORS AV IS AIRMAP INC MASSACHUSETTS CONNECTICUT 4�s`'..c ^s.1, .It .i A..bN The Town of Barnstable ° `- Health Department { 'rA" ° 367 Main Street, Hyannis, MA 02601 rua �0■AY M. Office 508-790-6265 Thomas A. McKean FAX 508-775-3344 Director of Public Health TO: Joseph DaLuz Building Commissioner FROM: Thomas A. McKean - ,� Director of Public�ealth DATE: October 7, 1993 SUBJECT: Dwelling Under Construction Identified as Lot #2 Prince Cove Assessor's Map 76, Parcel 6B Builder/Owner: Peter Bilodeau Please do not issue an occupancy permit for the above referenced property. The dwelling is presently under construction. On March 30, 1989, the Board of Health granted the previous owner, Christopher Kuhn, conditional variances to construct a septic system on this site. Condition #4 states "the dwelling cannot have more than two (2) bedrooms. Sewing rooms, dens, lofts, enclosed porches, study rooms, finished cellars, and similar type rooms are considered bedrooms according to the Department of Environmental Quality Engineering (now DEP) . Therefore, the garage cannot contain a second floor storage' room. " During construction of the dwelling on October 6 1993, Health Inspector Jerome Dunning observed an isolated room on the top floor of this dwelling which did not appear on the submitted floor plans reviewed by the Board of Health in 1989. This room is greater than 100 square feet in size, it's ceiling height is greater than seven feet three inches, it's wired for electricity, ventilation is provided, and at least one window is provided. Please do not issue an occupancy permit of any kind, temporary or otherwise, for this property until after this issue is resolved. cc: Peter Bilodeau Robert Smith, Esquire l 362-4541 939 main street rt 6a yarmouth port mass 02675 down cape eagineefing civil engineers& land surveyors structural design March 24, 1989 Arne H.Ojala P.E.,R.L.S. land court Richard R.Fairbank P.E. surveys Barnstable Board of Health Barnstable Town Offices site planning 367 Main Street Hyannis, MA 02601 sewage system designs Reference: Kuhn / Variance Requests (revised plans and variance request form) inspections Dear Board Members: permits Enclosed are copies of the revised site and sewage plan we have prepared for Mr. Kuhn (revised date: 3-23-89 ) for Lot 2, off Prince Avenue, Marstons Mills. The revisions include corrected calculations in the sewage- section design. Also enclosed is a variance request form to reflect the changes in variances needed since our original Board of Health filing. Copies of the revised plan have also been sent to the D.E.Q.E. to the attention of Brian Dudley. If you have any questions, please call me at 362-4541. Sincerely, Albert H. Roberti Environmental Consultant Down Cape Engineering, Inc. i 7 nTOWN OF BARNSTABLE j LOCATION ) 1l�il�N royC, SEWAGE # O VILLAGE A-SSESSOR'S MAP& LOT INSTA)':tR'S NAME&PHONE NO. SEPTIC_ANK CAPACITY LEACHING FACILITY: (type) (size) �� y X"2 NO.0';BEDROOMS BUILO-ERi-OR OWNER s, PgMrr>DATE: 'r-kLLCOMPLIANCE DATE: 1 - �-L • Q Fl l SeparidopVistance Between the: Maximiii Adjusted Groundwater Table and Bottom of Leaching Facility Feet Private:?Varer Supply Well and Leaching Facility (If any wells exist on site';oi within 200 feet of leaching facility) Feet Edge of,Wetland and Leaching Facility(If any wetlands exist witl�n-:300 feet of leaching facility) Feet Furnished by Pi Y \ TOWN OF BARNSTABLE -2 37 OFINEr� OFFICE OF I )AMSTMM i BOARD OF HEALTH r�ra ''o i639• `{P 367 MAIN STREET HYANNIS,MASS.02601 December 18, 1997 Richard Baxter, RLS. Baxter&Nye and Co. Osterville, Ma 02655 RE: 237 Off Prince Avenue, Marstons Mills Dear Mr. Baxter.: You were granted variances on behalf of your client LBB. Trust, from Title 5, of the State Environmental Code, and Town of Barnstable Health regulations to replace a soil absorption system at 237 (Lot 2) off Prince Avenue, Marstons Mills, listed as Parcel 6B on Assessor's Map 76. The variances granted are as follows: • Regulation 15.211: To allow the separation distance from the soil absorption system to the property line to be reduced to one (1) foot in lieu of 10 feet as required by Title 5. • Regulation 15.211 (1): To allow the separation distance from the S.A:S. to the cellar wall to be reduced to ten(10) feet in lieu of the required 20 feet separation distance. • Regulation 15.211 (1): To allow for a two feet separation distance between the soil absorption system and the coastal bank in lieu of the required 50 feet separation distance. • Part VIII Section 10.00: To allow the distance from the leaching facility to the edge of the wetland to be reduced to 77 feet in lieu of 100 feet as required by the Town of Barnstable Health Regulations. The following conditions apply: (1) The septic system must be installed in strict accordance to the plan. baxter , "_ � 4 �J 1 (2) The designing engineer must be onsite and supervise construction of the sewage disposal system and certify in writing to the Board that his design has been strictly adhered to. (3) The onsite sewage disposal system shall be pumped annually and written certification submitted to the Board by a licensed septage hauler. (4) It shall be recorded on the deed that the dwelling cannot have more than two(2) bedrooms. Sewing rooms, dens, lofts, enclosed porches, study rooms, finished cellars, and similar type rooms are ;considered bedrooms according to the Department of Environmental Protection. These variances were granted because the existing leaching facility failed and needs to be replaced as soon as possible. Also,the proposed leaching trench meets the maximum feasible compliance standards contained in Title V,the State Environmental Code. Sincerel yours, Acting\\Cha rman Board of a lth Town of Barnstable RM/bcs r baiter I TOWN OF BARNSTABLE ��Q ♦� OFFICE OF BAS39T"L a BOARD OF HEALTH NAM a, Op 1639' `�� 367 MAIN STREET MAY k HYANNIS, MASS.02601 November 28, 1990 Mr. Christopher Kuhn P. O. Box 2 Cummaquid, MA 02637 Dear Mr. Kuhn: You are granted multiple variances from Title V, of the State Environmental Code and Town of Barnstable Health Regulations, to install an onsite sewage disposal system at Lot 2, Prince Avenue, Marstons Mills, listed as parcel 6B on Assessor's map 76. The variances granted are: Regulation 15.03 (7) - To allow the distance from the.septic tank to the property line to be reduced to seven (7) feet in lieu of the required ten (10) feet. Regulation 15.03 (7) - To allow for no separation distance from the leaching facility to the property line in lieu of the required ten (10) feet. Regulation 15.03 (7) - To allow for no separation distance from the reserve leaching facility to the property line in lieu of the required 10 feet. Regulation 15.03 (7) - To allow the separation distance from the garage to the septic tank to be reduced to 6.11 feet in lieu of the required ten (10) feet. - To allow the distance from the leaching facility to the top of the coastal bank to be reduced to 38 feet in lieu of 100 feet as required by the Town of Barnstable Health Regulations. - To allow the distance from the reserve leaching facility to the top of the coastal bank to be reduced to 29 feet in lieu of 100 feet as required by the Town of Barnstable Health Regulations. - To allow the distance from the leaching facility to the mean high water mark to be reduced to 84 feet in lieu of 100 feet as required by the Town of Barnstable Health Regulation. - To allow the distance to the reserve leaching facility to the mean high water mark to be reduced to 82 feet in lieu of the required 100 feet. The following conditions apply: (1) The septic system must be installed in strict accordance to the plan dated November 22, 1988 revised July 31, 1990. (2) The designing engineer must be onsite and supervise construction of the sewage disposal system and certify in writing to the Board that his design has been strictly adhered to. Mr. Christopher Kuhn R.Fi`Lot 2, Prince Avenue, Marstons Mills .;, November 28, 1990 (3) It shall be recorded on the deed that the septic tank shall be pumped annually and written certification submitted to the Board by a licensed septage hauler. (4) According to the EPA/WPC Project No. 625042402 Grant A2plication 66.418 CONSTRUCTION GRANTS FOR WASTEWATER TREATMENT WORKS CONSTRUCTION PHASE, dated June 1988 special grant condition #22 signed by the Town of Barnstable on May 31, 1988, any wastewater effluent pumped from septic systems connected to a building, facility, or other manner of construction which is erected or otherwise placed, in whole or in part upon land which is defined as a wetland or floodplain, cannot be disposed at the Wastewater Treatment Plant located in Hyannis. Therefore, the applicant shall furnish the Board a copy of a contract with a licensed septage hauler indicating where the wastewater effluent (which is to be pumped from the septic tank on an annual basis) will be disposed of. (5) The dwelling cannot have more than two (2) bedrooms. Sewing rooms, dens, lofts, enclosed porches, study rooms, finished cellars, and similar type rooms are considered bedrooms according to the Department of Environmental Quality Engineering. These variances were granted because there was a two (2) bedroom cottage at this site, which was destroyed by fire. The cottage was connected to a cesspool which is in all probability, sitting in groundwater and contributing to the pollution of the marsh. The proposed replacement system is designed to provide better environmental protection. Very truly yours,01,AAAA Ann Jane �OML&60—i shbaugh Chairman BOARD OF HEALTH TOWN OF BARNSTABLE AJE/bcs copy: DEP Arne Ojala Michael Ford 9- -�32 TOWN OF BARNSTABLE 7H E Taw OFFICE OF BABa9TAIM BOARD OF HEALTH NAB& p 0o i639' 367 MAIN STREET 'FO MPY k' HYANNIS, MASS.02601 February 23, 1989 Mr. Christopher Kuhn P.O. Box 2 Cummaquid, Ma 02637 Dear Mr. Kuhn: You are granted approval to reconstruct your two (2) bedroom dwelling at Lot 2 Prince Avenue, Marstons Mills, Ma. You were granted variances from Title 5, of the State Environmental Code, and Town of Barnstable Health regulations for the upgrading of an onsite sewage disposal system to accommodate your existing two (2) bedroom dwelling at Lot 2 off Prince Avenue, Marstons Mills listed as Parcel 6B on Assessor's Map 76, on February 5, 1988. However, the dwelling was recently destroyed by f ire. The variances granted were: Regulation 15.03 (7) - To allow the distance from the leaching facility to the outside edge of the foundation to be reduced to 13 feet in lieu of 20 feet as required by Title 5. Regulation 15.03 (7) - To allow the distance from the reserve leaching facility to the outside edge of the foundation to be reduced to 13 feet in lieu of 20 feet as required by Title 5. Regulation 15.03 (7) - To allow the distance from the leaching facility to the property line to be reduced to 7 fee_ t in lieu of 10 feet as required by Title 5. Regulation 15.03 (7) - To allow the distance from the reserve leaching facility to the property line to be reduced to 7 feet in lieu of required 10 feet. To allow the distance from the leaching facility to the edge of the,watercourse In. to be reduced to 51 feet in lieu of 100 feet as required by Town of Barnstable Health Regulation. i To allow the distance from the reserve leaching facility to the edge of the watercourse to be reduced to 58 feet in lieu of 100 feet as required by Town of Barnstable Health Regulation. The following conditions apply: (1) The septic system must be installed in strict accordance to the plan. (2) The designing engineer must be onsite and supervise construction of the sewage disposal system and certify in writing to the Board that his design has been strictly adhered to. (3) It shall be recorded on the deed that the onsite sewage disposal system shall be pumped every two (2) years and written certification submitted to the Board by a licensed septage hauler. (4) The dwelling cannot have more than two (2) bedrooms. Sewing rooms, dens, lofts, enclosed porches, study rooms, finished cellars, and similar type rooms are considered bedrooms according to the Department of Environmental Quality Engineering. (5) The variance expires March 1, 1989. The variances are granted because the existing cesspool appears to be sitting in groundwater with a potential threat of contamination to the wetlands. It would appear that the proposed system will alleviate a source of pollution. Very truly yours, k Ann Jane Eshbaugh Acting Chairman Board of Health Town of Barnstable TM/bs TOWN OF BARNSTABLE LOCATION.J3 �601 a P" ��,i.i`t.e�1�-i/�2r- SEWAGE # �� •' d-) � VILLAGE &I�` S '1�. ASSESSOR'S MAP & LOT O/ -d 6 S' INSTALLER'S NAME & PHONE NO. „L��Fr ©H r.Sg p s ' �1' SEPTIC TANK CAPACITY /C-&V * (4-L LEACHING FACILITY:(type) (� � 411 0(size) �' IS 4-e NO. OF BEDROOMS PRIVATE WELL O UBLIC WATER BUILDER OR OWNE 4/ DATE PERMIT ISSUED: DATE COMPLIANCE ISSUED: �-- VARIANCE GRANTED: Yes No 4c \z� /s"' � _ I No.....1_.�.�2Z �F Fzes..... . ? - THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH TOWN OF BARNSTABLE Appliratilan for Disposal Works Tnnstrnr#inn Prrmit Application is hereby made for a Permit to Construct ( X) or Repair ( ) an Individual Sewage Disposal System at: ......6;1-3......_. .._ .. - ... d•• - .......................................... f /� ) Loca' n-A ress or Loto. Qyvner Address Installer Address d Type of Building Size Lot----------------------------Sq. feet U Dwelling—No. of Bedrooms......... .................... .Expansion Attic ( ) Garbage Grinder ( ) �+ '4 Other—T e of Building No. of persons________________•__--__-__-- Showers — Cafeteria Q' Other fixtures __________________________________ -------------•-•------•-----... -------------------------------------- Design Flow �.pl_�. .................gallons per person per day. Total daily flow....................................................._ gallons. W W Septic Tank—Liquid ca.pacity............gallons Length................ Width................ Diameter................ Depth................ x Disposal Trench—No..................... Width.................... Total Length.................... Total leaching area....................sq. ft. Seepage Pit No--------------------- Diameter.............._..... Depth below inlet.................... Total leaching area..................sq. ft. Z Other Distribution box ( ) Dosing tank ( ) - �' Percolation Test Results Performed by.......................................................................... Date........................................ as 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........................ R'+ ------ -_----- ------•-•----------------•--...-•---------...... Description of Soil 1L c _ c?. ....... �_----_-------------------------------- ....... _- "►� W UNature of Repairs or Alterations—Answer when applicable. -----•--•--------------------------------------........................................................... g g isposal System in accordance Agreement: The undersigned agrees to install the aforedescribed Ind with the provisions of TITLE 5 of the State Environmental Code—The undersigned further agrees not to place the Sys m ' p rtntil a Certificate of Compliance as -een i by the board of health. y Signed - - ---- -------� � Clio: p.@ei I ---------------- ---- .... PPlication Approved B .. .......-�`-�.. ........... PP Y .... .......... ---------------------------------- -- to Application Disapproved for the following reasons: .............................................................................. ...'------.......------.............-----------'------ --- --------------- ---------------------------------------------------------------------------- ----------------------------------------- -- -------------------------- q / Date Permit No. ..."..........-".,.!"...... ..Z Z Issued -?��-- ---�---------------------------- Date . No.: 2 Z Fps... :!T sN....... THE COMMONWEALTH OF MASSACHFUSETTS, BOARD OF HEALTH TOWN OF BARNSTABLE . Appliration for Dispasal Works Toes rnrfinn Vrrmi# Application is hereby made for a Permit'to Construct ( x) or Repair ( ) an Individual Sewage Disposal System at ........r, ------------........... .. ....................... ................... ...• ...................................................... / ! Local on-Address or Lot Ito. ,y.l•// 3. ................. -- a•-.......... ------------------------------------- .......... ------•----.......--- ----------------------------- ....... ............. ,/,In r Address Installer Address UType of Building Size Lot----------------------------Sq. feet Dwelling—No. of Bedrooms..........••.......................i-___••-_Expansion Attic ( ) Garbage Grinder ( ) p.l Other—Type of Building ............................ No, oaf persons............................ Showers ( ) — Cafeteria ( ) 04 Other fixtures!11 -----•--- - ----------------------------------------------------- XV W Design Flow.......... _ .F....................gallons per person per day. Total daily flow............................................gallons. WSeptic Tank—Liquid capacity............gallons Length____•.•.•___-__- Width................ Diameter__-_____--_--_ Depth................ , Disposal Trench—No..................... Width.................... Total Length.................... Total leaching area....................sq. ft. Seepage Pit No..................... Diameter.................... Depth below inlet.................... Total leaching area..................sq. ft. Z Other Distribution box Dosing tank ( ) Percolation Test Results Performed by.......................................................................... Date........................................ Test Pit No. 1...............:minutes per inch Depth of Test Pit.................... Depth to ground water.........._............. Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water........................ a ---------------------------------1. O Description of Soil---------------C•��`-"'--/ -'L°,`-� � �....-..............................----------•---•--•------•-_-----•------------••----•-•-- , _:._-.:_ V ----------------------------------------- •------------------------------ ---*•----------- ••-........ ------ --- ----- •----------------------- ------------------------------------------------------------------------------------------------------••------- ......................................................_..E U Nature of Repairs or Alterations—Answer,.when.applicable-_____.._.—ram" ""_. ._....... - _------•--. -•------------------------•-•--••---•------------------------•-......_•-•--•---•--.••--r._.....-----•-----••--•- Agreement: The undersigned agrees to install the aforedescribed-Individualual Sewage Disposal System in accordance with the provisions of TITLE 5 of the State Environmental Code—The undersigned further agrees not to place the s stem 'n�-o ,er o6:6ritil a Certificate of Compliance has/been issued by the board of health. A a© .. ..................., � /Signed -� �!' " ...... ..--. ----------- pplication Approved ..t.�e ... e ±.II+....... Application Disapproved for the following reasons- -------------------------------------------------------------------------------------------------------------------------- ------- ........................................ Q Dare Permit No. --.......-1..I.. 2 Z Issued ........... � Z. /C i x..-.. THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH TOWN OF BARNSTABLE (gEr#ifirate of (Elamplittne THIS IS TO CERTIFY, That the Individual Sewage Disposal System constructed ( ) or Repaired ( ) by--------------------------------------.......................................................---------- -------------------------------------------------------------------------------------...............---- ........................ Installer `� .. i""li vt r A,,,o 1')/t.IM-,._I.i.� at .-.-.--..... -... x--®.w.. V., :N.............--------------------------------....................----..................... has been installed in accordance with the provisions of TITLE 5 of The State Environmental Code as described in the application for Disposal Works Construction Permit No`�..L--...r�...�..................... dated ..I.. ..... !..................-.- THE ISSUANCE O THISCCERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE SYSTEM WILL Fd dN SATISFACTORY. DATE---------------------------------- ------------ ------------------------------:...-----................. Inspector ............................................................ ................................. THE COMMONWEALTH OF MA59ACHU9- BOARD OF H=EA-LTH — c� - TOWN OF BARNSTABLE No.................z... FEE. .................... Disposal Works Tonotrudiurt "pan fit Permission is hereby granted................................................................................................................... ......................... to Construct or Repair ( ) a Individual Sewage Disposal System at No - ,nlCfc, (Vt. 1V11/ I C pp p , Street �....�.).....................✓. ,._................. as shown on the application for Disposal Works Construction Permit o.......�...:. : Dated...._�..._2_�A'. /............ ........................ ! ..... ...•..�•.............._.......•--.....- pp.. DATE............../ ;'a. G-j.-•-•--............ ........ Board of Health FORM 36508 HOBBS&WARREN.INC..PUBLISHERS 7 SECTION - SEWAGE - � � / � =�-V� _�-�-�✓��- - r �, r -SEPTIC TANK- -"D"BOX - L� -LEACH- Ff. �i� I Af ril,•ai u+ j �`•�IMSLI• "2•'OF+hTO III,- WASHED STONE � `-� � � �' V '• _I 14 OUT• IN- OUT• •�(J } •. '� \ �..\\ SEPTIC TANK _ Gr ^:/ --�i1sL/SdJ/ ) ��'� \ rr r��' {/Pc ✓J ELELE E V. ELEV. V. ELEV. 1 .��y� ELEV. ELEV. ml /4 •. +i✓ COF am- 3_ � WASHED STONE �:/, ._ I;Xltif i rA mewloi, C0i�� --�3 t Sl past,Ff.s '; / v�� ,' �` `�, p/ pO r to O TEST HOLE LOG (` 05(o i�Ap iov� ;alp TEST SY WITNESS J \� � TEST DATE � i/�,, / r �Z. _ 0 C� Ai ✓ M V BEDROOM HOUSE DESIGN 1 ' ,''i: ✓ \ i o \ :�� ;�,3� �� o�,��-��-`' _ + T.H. • 1 o T.H. ' ,►c ELEV.IG•5 ELEV. f q ��LS. ,� �i y j C3 op' " � g� 1 No \ _ 0.5" Ew Y• I PERC RATE -MIN/IN. DISPOSER IS OSrFI x \�/i 1 + 4 �� �, `v y �1� FLOW RATE 11D (GALJOAY1 ?D /I r tr!�5�1.1tx { $�': SEPTIC TANK �ZO . ('.j!= / �I'o 10' P71 - }i , V. REO'D SEPTIC TANK SIZE ^ J �/F L7 �y ttt LEACH FACI LtTY \i __ SIDE WALL ?�($*8��3 )=1Q5.�SC ( Z.S1 - 2r GAY. (off c� y;jr BOTTOM $x$= (0�-,6 SF G/D. I JiA� _ u ` I TOTAL .. - `G �xi+� _ _ ri '. �/w \ ( -! ^,� 8?ice-Gil USE: g,A ✓ `.3� '� ��: B ��Q7`�c-eJ�.�', ,� I s� . D' '.'?11 �, I E:.EJt,'��D '(o bG bed' r' 6'� _WATER ENCOUNTERED r !f�� ''Jt�r� !'✓ L•`'Sir�G'��j- ''�) .-� , � � = i .:, G '�� '��u�S-1��.3✓;�'6�: - - '�h✓G�i�(0 5E�' i '�kj F G `r i ' r'. ('(I DAi.� M'.I�BG G(,G I✓(E;D i. G 'S NOT t (UNLESS OTHERWISE hOTEDi ` )' ', eF•.� c,�- i,�,�, i �WD � UI�IE.�$�!N :al.�STJ aE 1rA � !:'^•;�� J E+.►...►.� ,k` �,- , a.MUNICIPAL WATER JS'f01}iE RELX,Ik'fE� 10 tR'Ohd SF IE. t1H OF dt., —_//�� yn► �� s p �� GX�'r ��^`^ S.PIPE PITCH:Y••PER FOOT ` i/Ci+T.r!F frA v +-1 _ tUr CF :sr'{. �.DESIGN LOADING FOR ALL PRE-CAST UNITS:Asj����.: /� y S.MIN.GROUND COVER OVER ALL SEWAGE FACILITIES:( I FT. ARNE H. G 1� I S.PIPE JOINTS SHALL BE MADE WATER TIGHT o OJALA i + Y } � -�-✓� / r 7.CONSTRUCTION DETAILS TO BE ACCORDANCE WITH COMM.OF MASS. C-41 CIVIL S `� STATE ENVIRONMENTAL CODE TITLE S 1,.� .� '✓ ` C •, PLAN $, E' • ',,zY, 0►.1LCf �Ellp ►.�JI BE .',r, �, " ,' i tr'�F'+�'.`[.� O ti� �J p W F �i, ' ,,-��� OF S-f�v-�3 LOCUS:_i ?- '�G s^>! 1• c, I t'Lllg PIAI� 1'OMi WX.V c No. _z PFC Eq4 i �- of m/�' G. NALENGINEEq f Yv�Q �i V�vV "1►'W dw,,',�/�F C 7:`Y. • t 11 b.Pl riia�l'1 P>E �� �I ZIP '�DVD'� BFE�� or ARNE yr REF: ITS T 0.- 'j4 P� ►!G� own co e e _ *. �E FJuk pJu,o � 5 + .� 0E; P ngineering c PREPARED FOR:_ '}�„ ��✓� +ui�-�. - ' T..II�IIa� �I.D P OG RZIDD WILD15 �kL&1,��r:0 ;!';ii I01 G1.rF.l:l RD4 '��Zi�Cfi�l CIVIL ENGINEERS OJA �eA+N F TrB EkJ✓ � "I~A(nlo'(I�ict,�loED Irk r++h Peo .� — —— �A�l BOARD OF HEALTH LAND SURVEYORS OR rj rn `I , Y?d MSfN St. SCALE CONTOURS' (PROPOSED)"�O'Q"-0- yhLE4� Rom' MA Y Jr.MA APPROVED DATE y, A .... ti11 pi �V ili Z�Qd ew 13_ z Y33 SECTION - SEWAGE - -- vfr'r�eel'►cf- pt,AO 6OoK 36(o, 17,A&IE 5� - I Erclsf 2 i -SEPTIC TANK- <I, -"O"BOX - Z' -LEACH G� J - Fl flSf►ppa.foPE tl.. •.�_lK.1M5LJ• 2.-OF"@To a-WASHED STONE 10 � �h_► I co�2 �\\ i y � O ,�. OUT• IN• OUT N• • o EE ^ 1Gb0 I I� ! ' �� . � �11G•c.��� ��-1 ,I ---� TANK 2 i 9' ?! ELEV. ELEV. ELEV. ELEV_ 1714- \ d PrPf�l DF FLov l= �E�'` ELEV. ELEV. EL.to, ® // \ \ �_ \ .S A Ottf1.E1 (fE: Za'(a''JP 14"ooOO) I0.00 WASHED STONE I -: \ 0p TOM r41 4 / jpXa. TEST HOLE LOG V4675Co 4x4 i umpcsvlNt��Fe .�•. ��v \ � �; FAtF-fie IJIL ,PE . �1Ca �3 TEST 8Y WITNESS2 BEDROOM HOUS`i TEST DATES DESIGN O T.H. 2 T.H. i ELEV. r ELEV.•�Z.O NO - �' - DISPOSER PERC RATE Z- MIN/ N. ---- FLOW RATE I 10 (GAL./DAY j _- J Gt.EG1.1. . ZZO ((,'a- V� SEPTIC TANK Mlut� REO'D SEPTIC TANK SIZE �F[3A Q LEACH FACILITY s2ce uI • pp � 1�-_ Z G/D. SIDE WALL x3.3=Ir5,��2,51 tJAL�C.e.S ►.D �SA('� v BOTTOM BXP> =:(04 Ck I.D1 f° G/D. TOTAL :!14,'Uo SF -���� rII -� / A • I Y Eo�� USE: C> F 29 dfil LEACHING '- t.I.ITi4 21 _WATER ENCOUNTERED I ' Pj Itil tf-�i✓ Y. '� �-��x �b-t 4='F. VEPr44 I NOTES: (UNLESS OTHERWISE NOTED) .f.AG� Fi4G11�1'(`('t'p IiOCA'(ED S3' F(LO►-A 1F�rY fD?oF�SA�� (1�+A0a 0r47) As of s'- P-$3 1.OATUM(MSLI�TAKEN FROM 6 > IT__QUADRANGLE MAP VAIt�`,��{�4Q1A�IC�flF $�� �.D��y, 2.MUNICIPAL WATER._ �S���F---j1VAILABLE wW46 O�t-o°fff? s4 FPO t-l -(OPor0,00K- -ligA {�4LIIr1T� DTi� ep O'FQAI✓1 3'�OPt' 3.PIPE PITCH:%"PER FOOT . �VI&i�( L 'OF �CD� IaS OF 'S-nSS 4.DESIGN LOADING FOR All PRECAST UNITS:AASHO- -sr E pl5rAI L- .. �I n1 f,JgAIZIAkkE of o -.•fl3('1) ; _ LI rt7�f E COVER OVER ALL SEWAGE FACILITIES:(1)FT, VO(�`¢p1O' S. MIN.GROUND CO .¢ E SITE PLAN S.PIPE JOINTS SHALL BE MADE WATER TIGHT 7 ,/�/ ._ la��wOF, Vl�j�{�(�;j� - 7.CONSTRUCTION DETAILS TO BE ACCORDANCE WITH COMM.OF MASS. FROG 1 ���e 1 T V�' ��``�{ Qf LOCUS I�L� aJ� — STATE ENVIRONMENTAL CODE TITLE S L����'J C� 10, �� yl���i j.03�?) ' 8.-f*il5 PLp`r�l ?OR PFrDv`eo_ ►-IOP.�C O►�1! A A 3All�/ 4 i 1: o�� ARNE rya M42STDI.Is MtLLs L u_ �S�-KJ Ct I q. Sci-IEo��1.E Qo P a cc tIS �THRoJC-+1'O�T S�SIGf�I E7v8 �S� . A NGINEER OJALA �^'i REF: ��SE.SSO�S M����SL I to' ) — �9IST down .rape engineering f#26 °g PREPARED FOR: G42sTaPr�Ee �taa FSS�OjHVA ECG` CIVIL ENGINEERS I LAND SURVEYORS BOARD OF HEALTH' 92f1 jlf SS. RE SCALE— Io 1 E. •-- DA�aeas-ra� �tA E CONTOURS (PROPOSEDI -0— APPROVED _ _DATE . 4' SECTION - SEWAGE -i✓ Isk:1 fEk-lb 1ql -SEPTIC TANK- �L�. - BOX - - LeLI } ' �• � 1 WASHED STONE / —IJ 7* MA FAR Coles OUT• IN• �-� tt IN• OUT• i 1000G �_ _ -�/1 SEPTIC I 2ll"ram� n ! f1 ELEV. SELLsLEVV..J TANK ELEV. I i ELEV. i ��J? JI d� + ' ! .� G > ''�1_. �0 � `� t` \ ELEV. ELEV. 4 'i/JN\0��'!'h I✓ 51 i/\\ �D, �� � _ _ I %—�\ \ p�Pi�CED rt����l Co;}. eelE 1 lC �1 OFr1«-1%.. J \ \ // �i� \ '�� �F+` /�o. -i:l"✓�'\ + WASHED STONE 2070 (A,R. TEST HOLE LOG f "67562 TEST BY A'i:GiLlI,jLl a WITNESS / TEST DATE 10__l al - �J� DESIGN ' �13EDROOM HOUSE , / ( iI o� 1 JJ =�-a �`� T.H. • 1 T.H. • 2 �1 '_ �� r � _A< ELEV. ELEV. NO E'wY• ' DISPOSER SE PERC RATE _ / . FLOW RATE iD (GAL.lDAV) E20 ClE1��I SEPTIC TANK �ZU . ({•5�` i ��f%' \ ``�\\ REQ'D SEPTIC TANK SIZE ' `« \ ul � . LEACH FACILITY SIDE WALL ( Z.S) - 2 G/D. BOTTOM ,Q G/D. (T0� ml1 . — D� o �� _ TOTAL {� _ \ u 1 _ l� USE: G I •� !r - L'eAf •� -�-r �LI f r?�/1t� 41- _ 11�1�, ��1�1(a".fib '(D P, " '3 =6 Fs,2)�F'' to- (CAI, 1{� Afop (5V ErDEK4 x P1 EFF t�-lrl-'Y61� I'dlDn { J�k�J� fW'!ili' -10 6-DI n G � �.�. T�i+clE�t�F.�:`•�H>�h�.��IQI �'�+}EDk;%,j„ �CON1 �°Ei?f�( vil~� i 1 es F,I. WFID �o x WXF Trt� 6�E. � WATER ENCOUNTERED �' / p ;� �^,t �l! iGFw1�✓STD o(jJ�; 1 Y „c —�P!. 'J' Z 4. -5� � D��,.I� �o;.I�J� i t�t,�s✓ lo,� NOTES' (UNLESS OTHERWISE NOTED) li fit!" ('(IDad.�) M641111 e5-El,Edtyfl5> to or- AwJE� -� •E lat. °..vAr'� PC�R�A ecww 6,rI-. he 1.DATUM:t��D •GtiiUil'� rI�v�S UM�I:v 'E S.MUNICIPAL WATER SE ow-A?I D to,.;roq �!. LtN OF i.PIPE PITCH:%"PER FOOTy ^' � t�l �� ( El' C K'r D► LUt.� &11LDII AGGb�� 4.DESIGN LOADING FOR ALL PRECAST UNITS:AS'{j�f(i-P.: 1 f.MIN.GROUND COVER OVER ALL SEWAGE FACILITIES: T. ARNE H. �, (�1A�14,'hE;jer S.IIPE JOINTS SHALL BE MADE WATER TIGHT 7.CONSTRUCTION DETAILS TO BE ACCORDANCE WITH COMM.OF MASS. c� CIVIL STATE ENVIRONMENTAL CODE TITLE f �(1 SITE AN $.-fAt, fLAj liaK PE:OP�ji'c� 4 ZY, owl- �.1�D � BE (J�,Q►tl. c-� OF 42����) of S Tlo-�3 LOCUS: p � F�pt G=r, QUA We efv�e(i���� / 1�,�,. '� 1.�p+-^s'1 4u fYG<D �i Lko _il•WJAI TTJ�I 19�6�lC AEG.I�Ib�t-E NALENGINEER ce Z�;Ost> %, F04-Qr' 21 i��� Tb M�D BF '7t� I � o� RRNE tS�yG REF: Pl.a�! E��Jk �1�'� - �� Ss O�T�E 15f Ih N� G down cope engineering l-A ll�i M;zl✓ &U I-a1P ar wDD Lw s eAr A�.t.O'� tal��E�'�� �1 f�l PlAki 'i'�Q�!t}}I OJ A j iR E PApR E O F/O�R�: _� Z!�I�� ��"A-A(Nlo'(I�+� 14 <44•ft� �5k,'- . CIVIL ENGINEERS ;b / -- �LF!� F�XCJ� `//�O BOARD OF HEALTH LAND SURVEYORS �, , CONTOURS (EXISTING)----•-------. •20 tTrr>n tla. _ �E+5►(1 OR 11 1 (PROPOSED)-0-4-0-0- APPROVED GATE r1i gbku�R'�= MA Y�WA o"�/ -_ L N: ,� SCALE _ I DAfE - L . �211nnzt r---V. iz-19-ems SECTION - SEWAGE � ����•�11�E�s / _ t 6 G 1� _ CTANK —SEPTI — —" " 7 —LEACH Elf �D 31 D BOX — 1 t� O .4htSLl0 WAS ouT- WASHED STONE IN. 0'� ` ��j` ,. `"`\�•I _ �" �� •ram\ IN- OUT• IN- SEPTIC K! 11 F �i✓ �/�� �r�/��/ ' TANK ELEV. ELEV. ELEV. ELEV. I - 41 ELEV. ELEV. 4'1 ! 'i�N Oc '�t= F✓, 9_..r?1 I'./ \ D ebst \� — ,i �. ,4 __ I � � \� ,\\ �cee-� 4 _ ._ o�,ffi•--ate• --- \� + Ge61 , FADS WASHED STONE TEST HOLE LOG TEST BY . ✓�.r� �tt.�Yi. 1 �1.Il.JII. .: J.D.il.� r WITNESS / TEST DATE I�!S '1 DESIGN' -BEDROOM HOUSE T.H. 1 o T.H. s 2a�6 — ELV.�G•�J EI EV. L Ot5 OS E R ER IS OS£ PERC RATE —MINAN. FLOW RATE J JD (GAL.MAV jj{. SEPTIC TANK �ZU . i'.5!= f ( > `� u5w REO'O SEPTIC TANK SIZE Piz?' l Q LEACH FACILITY hta:;7 SIDE WALL $�Qrl3)t3.,) iGS.G�C i Z.S! _ � GID. '. ._: - m E ' S14 i � MIDI: BOTTOM xV (o4.d I i,p.) . j [�o �!�7.1 � ' �"� \ 1,4 Flee . TOTAL - 14�L � V•1i•51 _� I � ' t aJ� 'rt-l�l�i,t^ (�' 1�4� `�' `k''� �• _�� -B�t�Y �/�)��..�t�T{:',h (E;. 1+> USE: ' G 1.� Ili.'.(lf10 8e 01 fI" ��f Litu'✓ ► x !: ..�.L-r 44 Y f� , 3�.lYi�-� Kul fIZ&S�-D .o X t> 1 f4s 13�re. _-hL2-WATER ENCOUNTERED r n ' i w .��• � �•� 1�41�'�G:3�- 1fs.0 C,) �I � �*' 2.a�kr 5�k.. DFh;� fo• I�.1►�I♦t,F3✓A!Iq: • �-III�✓TD 15E 0° 1�'-OM �����f ice'?� C�(I D�d.� Mi .� B�l:l�J:k(ED.'G') 01= Ate;E�i��.�E. NOTES' (UNLESS OTHERWISE NOTED) �s; 11��)- 1�•D3(7� °�tl PERt11rF; I��j�l :r.Jrj�i,Gw >r7.�E +} ` ,�� �F �►a1yt�,��: 1 vtr�+iC,t1;1��/R�+���u�l.�, lJ�,�ED�?'��AE A�.iD 1.DATUM: Q7r! U ' � Of X.MUNICIPAL WATER il40 BF -6LY,4-1�.10' � .�!• ,�;, t�BE <e1�C�? LICKT 'DI�IE.UI.LT i.all,Lr� cr. � V a.PIPE PITCH:R•'PER FOOT /. A.DESIGN LOADING FOR ALL PRECAST UNITS:As;.{�eep. '�O ARNE OIALA�GV• rl �� �i �1�,4,1/G_.�J�!.w►, �Lj� p-z&.gR) 5.MIN.BROUNDCOVER OVER ALLSEWAGE FACILITIES:l I FT. ='ram^ R•� S.PIPE JOINTS SHALL ISE MADE WATER TIGHT c�a CIVIL �� ��-erG IV tT _TJ�I �F'c/1 1 "1� SI i C 7r.CONSTRUCTION DETAILS TO BE ACCORDANCE WITH COMM.OF MASS. No -2i � � , ,�� AN STATE ENVIRONMENTAL CODE TITLE S �Q �+� p�, lb.-fA5 PI1+>,.1 roK Pl'�ixifc� kJCY, oKur Ll�tl:A 'AFC >rR\ r Locus: pG m mpr-,C;;q- U09 erAOL14. --- REG. NALENGINEER �- q.4Gi+�J -E — OCO �+tM. �1 c�1J� 'rb I�VD B P I • • �� ARNEyG REF: r b.> down rQ e eft 8 H. >-�e � . FilUk F.2�UD��ED 5 ,-r5 bE'.Dk116���t•� ✓f� I1 i1�r' D��it.�c() 'fb p n �aeej�n OJA Nl PREPARED FO2R,:���,2 n S N�/J MI�!MIZ� g�!�DSP a� LODD ' S k4 Nw� 'fD 1i1�'1'E�1 pi.0c� 'f Ot ► ''` CIVIL ENGINEERS b _ �I W F'x(Jx— IhI(,� Il6i <44}IGj P�0�7�L��. LAND SURVEYORS � - - -- D�Q? BOARD OF HEALTH '.� �� N¢S• OR 11 1 k �. _ Qr�i_,�,yt'�� MA Yt��WA SCALE 3Lf' Y `' a *D�AE APPROVED DATE4 -CONTOURS �ppppTO'SED)-'O-O""O � �� � _ L > . �z12lee r_fl_v• I2-1945 SECTIO tN - SEWAGEE - - P.Er'E¢c-+JcE P�A�1 �oK 3o(o P4t,E 5S �3 _ FXty • ZI -SEPTIC TANK- ' A, -"o"BOX- Z r -LEACH-c =� _.lc:R�'.(Msu• "2»Of 1770 V!» _ c., . �- WASHED STONE .Y lo {t o 11.! 1 cov�tz 13,0 a. f IN—OUT• IN• OUT- IN!• TANK SEPTIC ELEV. ELEV. ELEV. ELEV. 1-7 DC?f�{or 1'W� { ELEV. ELEV. ILI�Er(E�.: Ib"LG"JP,Io��o��1) 2 OIIfi.Ef'(�E: 20"(e-''JP, 14'Oov-ftJ) -. _ oFlr»-iw~ � � IO.OE3 /I_ WASHED STONE r�oTToMDt= Ctl `�V� TEST HOLE LOG V#`C Gco 4x4 c til�� rt-tee �� 2 0 �L, TEST BY R.FAIR>3al.UL P.E. �� bwtL'i 13.0 t-t j �` /C� " �� �_ U1i +. WITNESS /± Z BEDROOM HOUSE" , TEST DATE —g� DESIGN ` T.H. t T.H. • 2 �, 1- f —at ELEV..IZ.O NO ! \ I( �. ELEV. < MIN/IN. DISPOSER OISPQSER" #, \ \ Is, RATEy� — _-- FLOW RATE 110 (GAWDAY)* s 7 �i r GLc� . SEPTIC TANK ZZO �,�! REO'O SEPTIC TANK SIZE ;oosE r -f ' � LEACH FACILITYlce'�gL41lDTAINt►Jl X�S71>�Cs. �A SIOE WALL Cgf8�2x3?S=I�L(Z�S1 ZL4.o G/O. ;�lAt-G e.5 1JEG�55AIz ' BOTTOM �X QJJ Cd�c%t 1,01 - — � GlO, 6fo t3�P,J-1Pc�- - � o L rI TOTAL I.1,Ep�I �c,E-�oIf�_S A LTf' �S - USE: k ZgLA�2 LEACHING F �,ci�i i• �I cir c-r. Ic �c I I A Pn� [�1f7 I . „�. p10 Cod _WATER ENCOUNTERED , I MPT 4 ' a ,►�I of 6AP-+�I S?A►31.1: .lAel A►,1LES NOTES (UNLESS OTHERWISE NOTED) 'r Ii.E JARIAIIJC.ES ! - I,E/kLa FRGII.It`(-f 13E IiOCA(E9 sv rROr�1 GoT t - Srf'fl�'(A►1K'�O QE I.otA?(;�l Z' F¢ot-�► �ol'Etz�`i; '(oPof f3A►JtC (�IAfUAIJC,EoF�(7'� ASD� 5�►�-�3 1. OATUM(MSQ'TAKEN FROM�j_—____..OUAORANGLE MAP IiIIJ IF(\I A 121 A NIC IS of 5') IS.03(1) . 2. MUNICIPAL WATER_ 15 Al AVAILABLE — I.EA�FI FAGit if,t-fo DF_L otArE4 o' FRoN1 MoPc12?� - ZES6nRJ6'(`o(3E I.otA(,f? Is A'FQoI`'I 'f0 POI= RP+•�1�- j.PIPE PITCH:W"PER FOOT \ I CVA21P+�k.E cF �IC� / PAS OF c`-n-SS - ( ,,aDE 4:DESIGN LOADING FOR ALL PRE-CAST UNITS:AASHO. Sf 6 1206611,. -44 1�In1�[�(AeIAIJc,E C7(= 1U') �•j.03(l) " I. - L,al 1•�u ` S.MIN.GROUND COVER OVER ALL SEWAGE FACILITIES:(1)FT. SITE PLAN —QESf 2�l E fc f3F V _ S.PIPE JOINTS SHALL BE MADE WATER TIGHT 7 ./ - �N OF 4.iPIC��I{tR1f _ 7.CONSTRUCTION DETAILS TO BE ACCORDANCE WITH COMM.OF MASS. F2oN1 1 12oPI`2'( �� Uf�\ DFF t�LE STATE ENVIRONMENTAL COOS TITLES ",,/ Mgss \ LOCUS: g.Tr1r5PtAnl a-lp, QI.(l.Yp.V� -�O'�I AF.�9�I i ��r U � L,I�.IE es A NCB �`3'SAU --- - o� ARNE — c.a E .R�rJg¢SI A NGINEER O,►ALA 11 REF: dSS SSO�S M aP 'iCo r�aP1t�i3 9 H. sc�iratl�+r qo P-�cTo Cc u56�`(H¢oLl[- -oLlt s\ srEr�1 clown cape engineering PREPARED FOR: '° 9c �� 4`Z I + BZt ��1cT�R�v�,a�, sSltlfdAL �� CIVIL ENGINEERS LAND SURVEYORS —RE 1 /RvEVOR '"= /��� 1� DA E ( Q BOARD -11OF•.�HEALTH I • 926 bktA$�. SCALE— (PROPOSED) EXISTING)- � APPROVED _DATE MA I!7de.V�1L�A,r.�I✓ CONTOURS _ _ 4 . I SECTION - SEWAGE -SEPTIC TANK- -"O"BOX- I -LEACH M.Le�f 0%\\-Pro P6v IMSU• -a-OF 14TO IS" �'E I��-'� "t PL.�,� )`� �, 1, WASHED STONE. (—� I � U I I�-ram 1��.' 4-10 0-241 IN. OUT• �iCQQG I IN- IN- " `r'^_- _�5�•`- i SEPTIC ELEV. TANK ELEV. ELEV. ELEV. vJ9 •3 �jr� e - - Dd.L �� �,� ELEV. ELEV. ♦ - / - �� ` s= �-.lt fA� ��I•J� �� �. � �-- . ,�•. �I?'vQC�V WITF{ G.�^.. GIG • � d-�� __ _ {�� ��� -. - `� panes Cam- 3-+�3� V . , '•�._ OFib"-lih" n � • �'/(or Qom- / \ WASHED STONE` ' Cltif II�p 1�1h C01� -+31 sr A'A,Ff t C � PSI o,(HIV€,�t�� � � `` -_'�``;�3?��f -•,.'/ �00., �`� 5 " • TEST HOLE LOG "Y7 P�oR �MPE�rio> cw� f p - I (015E C,X t IMS, ,?kDS Est.FL t '�;;;,f, ; � � —IIi �� . - K, � J TESTBY WITNESS , / / / / a W_ J !/"r'lli�+'�/ l' /` �✓� l`� ! �_`�` jSf►;il���.-� 1r TEST DATE DESIGN' BEDROOM HOUSE T.H. • 1 T.H. • or 4- imp i �' �a_- ,r,, ��!„!� oLti ✓ �-ro�� Mov ELEV. —mac ELEV. j ffr�-., oodo �. �T• 2 y �' 8• i r5'. Eti .IiiB' L DISPOSER13 12 : ' " ,• .: s=: PERC RATE MIN/IN. I �� 3 5A-1t MCA rU FLOW RATE 1�� (GAL/DAV) �/� i. �'�l5T1.1(x err '�` Or-MMuTi-w r) SEPTIC TANK ZO . (l.jl= / \ �e ri 1e. i 1 I `� ,! '' �•� A��b►L{� , _ REQ'D SEPTIC TANK SIZE \\ ��> �P fw A. - hA� J LEACH FACILITY SIDE WALL = r ( 9.51 - °G/D: (Op' BOTTOM = I.01 _ (14.D G/D. a as m1fia TOTAL �'�Z(s .a _J�.�--'' - 77 ZAP USE: 1 .,!fly afi IA. " � T = `� _ �_966;,0r a :>agA +.)n Ic-L ii) o A t3.3` t DEP( x B'E�F {.Er'.6644 Y 81� iJIKi� - 6G DI _� } �Arl,i'�f f0 I P�°Ef(z f M>;y Et.EJk'f p �(0 4G tlp f WATER ENCOUNTERED v �'.L �..�i• - 15.1 S,�7) _���. 7J� Z A►.1 -DACE g �pk� a NOT ES: (UNLESS OTHERWISE NOTED) P?�Po`f� C'flD�d.� M>k� El�V4!fED 'f0 Dt: Ar'�IG�'% `E 1. DATUM:IJCWp /. !.IVUNICIPAL WATER IS To BEi'EI�l,t.TED 10 K�'Oh( 1E= Uri. J'+} '.115'I'J 3E lad f�l. ;'grit: Dc �,j-a�t�f�� -- nV��,,4i�t � !" I 7.PIPE PITCH:%"PER FOOT �.\1� OF - ,�� 1.DESIGN LOADING FOR ALL PRECAST UNITS: Alj deg �� �C'� I�����^v �-1 S.MIN.GROUND COVER OVER ALL SEWAGE FACILITIES:(1)fT. ARNE H. S.PIPE JOINTS SHALL BE MADE WATER TIGHT %o OJgLAi 7.CONSTRUCTION DETAILS TO BE ACCORDANCE WITH COMM.OF MASS. CIVIL %1 "��EeJE '(b 6G � �00 Y:g` iK p� �sr STATE ENVIRONMENTAL CODE TITLE S ' SITE PLAN $.Tws fL w k.K I�C'�oP�Ep I��, a,n.�r a} l:.D ►,Sor BE tkED °Fs (VAR' OF ..��A5 ot= s-?�-�3 Locus: - 2.- •ra roll m ew wog 6TI4'�;{. aj �L -�cc+ %,Ls 40V��C B�' �I D TF j'f L P�I� �f1L��M (� REG:F NAl ENGINEER �_w b.Po• �;vxo '1� 'rE0 rw FKN•�� ZI cg6,eje 'oo Mat> lsmw � o�� ARNE `yam REF:���?7k �F' � - �� ss t. �u&�u,�o 5> >��5 T 1;�.�, - � ►� - 7f�lX�o� down CO.Pe en i 1..ilt�ildlZ g�;Il,Dt�P aF FIrODD bObJS 9T�Ci.LO'�'��ra5[ I,IA''E�'�D G�i rF�, G{.D'd '�H�p1(aj Aee��ng OJA PREPARED FOR: w4gw Fw, '1 49'�..Q(I10'r 11�CUbED I!i <44K1 FFOV51ki-) CIVIL ENGINEERS BOARD OF HEALTH LAND SURVEYORS — —CONTOURS (EXISTING)--------• 1 9" Win � �. '��� • - OR II I In 1A (PROPOSED)"O"O"o-'Q— APPROVED DATE .�ld� � .E. MA Y�J _` lW SCALE : 1 ..w DA .E - G 6 F✓>;��. 1,".(A I P,?�/4"'�"��' i ,�,''�. I�� SE CTION - SEWAGE - Parr ►.��FPkA� 600K 3v(�, P�c-,E 5 e FXI51 Z -SEPTIC TANK- I -"O"BOX - Z7 -LEACH- GIALLl- FIRS//f pa.ov�CV. WASHED STONE \ I € 0- lf) rr; OUT IN- ouT• y ,1 1 1 N• \ j L. 44- ' ' � e� 1 r' S"1 iG�E 1 TANK ? I .. ELEV. ELEV. ELEV. ELEV. 171F?f� c)rA ,j= 4 rE1;f ELEV. ELEV. �EL.(p. S9 Ot111�E1 (cE%20��4'tJP+ Iq'OOkf�l� 10.0� WASHED STONE go Tr 0 m TEST HOLE LOG #Co7�Co '1. Et,.2�o NA v 4x4 ruM�c .�ce -� � TEST BY FAdRP�D h{IL PE . �� " �✓ / _ / WITNESSBEDROOM HOUSE. TEST DATE — DESIGN \ o � +t�s �, \ , T.H. . 1 T.H. • 2 �� \\ I �. 1 I_. SL ELEV. ELEV. I Z.O < NO PERC RATE 2- MIN/IN. DISPOSER D)SPR \ \\ s� FLOW RATE 1 C (GALJOAY I*- !CI;Gi-1 SEPTIC TANK McGIU4� AEO'D SEPTIC TANK SIZE �FA `J�r _ LEACH FACILITY a ryE�►:{1lD� TAI fJIU[� r� xlsnr� _ �� - �--- Z SIDE WALL ,fQ2 ,12x3,3=1D5��(Z,�) . G/D. " � Z'o BOTTOM f�XPb =to4 �r t.nl —64- -Q G/O.' TOTAL 5F CHID o 0 Y y ��E of SA M�5 USE: OCM LEACHING - I -r � n',.....-GTi,.is, X I � _�Pn►1),1D ' , _WATER ENCOUNTERED , d r PIZ I1` /�r— 4a '10 OF- NOTES: (UNLESS OTHERWISE NOTED) Lt: �lAfLlAI [DES ;EPrLFI fi4G1)�I f�('(O'13F I�OCA'fE0 S3' FgDr-A GoT�I lT_ 5EPf1`1 K fO tiE a.�atPa"tE0 2'fI?or�! r''�2or'�R"7Y ;. -fl op or'BA04 (vAf2AA0a Or4V) PAS 015 S- 17-83 1. DATUM(MSL)_TAKEN FROM __�CUAORANGLE MAP „Vudf.[ AI2IA0r-6 OF ,b�� .,�5.03(�) GW\IE TO 136 I-OLAt�,(j S9'Fpot-4 '(oPoF O�AOK- 2.MUNICIPAL WATER 15"0 L4�eAP�-AVAILABLE + -':iEAcl{fAGIlyT�(�o"13E l�ofEQ o 20s?oPr`' S.PIPE PITCH:y+"PER FOOT ,/ C+tAQ P+�k.E OF �.DESIGN LOADING FOR ALLPRE{AST UNITS:AASHO• 'fiF_ -IAI le .44 ;1,IIllE[�AeIA►J�E OF i0') 03(7 I 1 LlFti�(�E S.MIN.GROUND COVER OVER ALL SEWAGE FACILITIES:(1)FT. _ ����.fD �C VOCO�E(2 4 90 PLAN 1 /1*1 •.PIPE JOINTS SHALL BE MAOE WATER TIGHT 7 `/ 1� OF �ati1t����a ife S� `AN T.CONSTRUCTION DETAILS TO-BE ACCORDANCE WITH COMM.OF MASS. �R ( �_ ��e�T �.� 1 f,�j .. 1 STATE ENVIRONMENTAL CODE TITLES � 1o'' OF Mqs LOCUS: �� r F-,r..LE Q.�l� B.Ta►s vl�f.1 sr s.lo� o�l�Y A� �a� i fir) ;:OR P�' LI U� Kl A -- ' ARNE \ M l t-L S G `, ,1 - t-s�IL- 9 S�f lEvL11.E Qo PJL'(ae uSD'i'HR�JC-+I�O�T SlS�Gf�' E7v8':7a+fg SI . A, NGtNEER OdaLA N� REF: 6.�SESSo�Is l�laP -Tlo t"'�aP_1-E t_ E° �Qow� cope engineering $ PREPARED FOR: G�T�1STbP�E� �� EGISTER ��� 1 f . . 'Wfik F CIVIL ENGINEERS 1 • LAND SURVEYORS —RE RVEVOR {p �� BOARD OF HEALTH 926&%In 81- SCALE_ CONTOURS (EXISTING)----- APPROVED _ _DATE dQ1���a,�� MA ! ~�� DA E 8-I 238 (PROPOSED)" -0- f SECTION - SEWAGE ,q SEPTIC TANK— —-D"BOX — I —LEACH—G "2••OF*"TO 16" I WASHED STONE / I J r e�,. 744 f �'�0 ii,�'d,. Cam• �� '.\�� �/__/_— � � � \ �D 11�. �-2� � �.:�� <_ �__, :� � � �2l �_� ►�MAP OUT• IN• Tr'GCJ �S► 1- �i�7 / OUT• IN• 1 r-- �� ✓ (D SEPTIC TANKCir ELEV. ELEV. ELEV. 1 .1 ELEV. C�-;� �.�' ^ 1.: =� .r �E \ \ �OVP� 7v ELEV. ELEV. 05 I r E ?OI ' Tom, _ \ .. OF%--l%* --— a + Me .1WASHEDSTONE F+ �►D�7 Y TEST HOLE LOG r 0567 Pf'oP 1HPMIOLLV1 COJ�,Wr, TEST 8Y IrI r� WITNESS TEST DATE DESIGN _ BEDROOM HOUSE T.H. 1 T.H. s 2t� _�►" ��' f� r \ a ELEV.IG'% •ELEV. I •1 nl Ifs `�� I j j� ! ,+ I�C DISPOSER IS OSER• f \ PERC RATE MIN/IN. . .F / FLOW RATE ID (GALJDAY) ZZ b /f i r { \ \ ' ��, 4s� /�� f ~ SEPTIC TANK �� �U - /• , 1, �•/ REO'D SEPTIC TANK SIZE h >,'p LEACH FACT LtT'Yp SIDE WALL 4W+$��3 )=�Qg.�SC ( Z.�) Z G/D. BOTTOM TOTAL G/D. I To P.El J�D� k, -� � 10�►,x— ,rfo r \ �\—' �+ fPic� w /�+rt'(+ .G'flanl �� S-lo e iW-01� USE: j'lils O �J APd D (51' �DEPt'41x P$I EFF. 4-Fk Y'�SI fm 4S1M"!='A- •� 111;J'�-lp 6-- 0' FROM rco sl?'fzf �11�r I.1r es EIZ A'f� L W&+de-Y WATER ENCOUNTERED E3.:?►�.�S JIQ!�'�'(�tE Dw .l, I r r' I ..D -,el OC A8NE 'f4E �- le,> �;:�#!1>Jia ; f.GV�✓TD 51i0` met !o°cvY L?: KIDAL.) M. Be ELEJt�rt > I D� o&�JE�j�6.F,t✓. NOTES !UNLESS OTHERWISE NOTED) ay rc"�JW66- '� 03(?� � - �.t1�y,s��P�E�t�pNlprg(fp�� ►nl5vk:��Ei�✓t,u�.: 5.�,r.EI�. 1►� It.DATUM:fJ D �N' '' ,/ /�,p V>rFhuk)e �t.&I U�rE>•SEA=E A I-D !.MUNICIPAL WATER)1,10 SE R.EI�U..la'fLa_101..t 0"1. :e IUI.IE.Dr R/1+J UI�S?0 PE 15D F7I ff ()C I •s �tN OF � C'�CKT�Dt�EI.U►.�'� &U�.At,I�ACC,��� S.01PE PITCH:IM••PER FOOT ��r• i ^�} � t�l �� 0� E>�►Je �.DESIGN LOADING FOR ALL PRECAST UNITS:�Lj'�.Ill�Gi� Cyr^� S.MIN.GROUND COVER OVER ALL SEWAGE FACILITIES:( ►FT. ARNE H. �� (�lt�ik} 'I'. 4 r Fi/ VWI.�,IIu� e.PIPE JOINTS SHALL BE MADE WATER TIGHT ^' G�- `' �� a�� � -�� 7.CONSTRUCTION DETAILS TO BE ACCORDANCE WITH COMM.OF MASS. a v CIVIL u `�l9%gVe 10 LT 6g5l � STATE ENVIRONMENTAL CODE TITLES SITE AN �.rl*t; � � t�oQaigp w�, 0Q,9I- i:.o � .9 _z 1 N s? a� 4Z'��1Fr -D)> of s?�-�3 f� }�;�Grf UI.I6 �jfwW tip. --�•�E" � Loc`us:-lrt! ?� �F t�Ir.� •�;._.�- I•0_-�._.XILS +) f V,,- <D e;i l&,V "1� 4J,pric evef'�ry�'I. REG:P�+R�iT NAL ENGINEER b.PP9 (�9- I-tf11 'D be :Q'6t, ` , Few'r++� ZI C9�� 'rb m01t> isr AW� �' 1 ��� ARN� REF: f.lu%c T� (3E�114+ 0.t's,�Jh Mom- Lr rx����d � down cope eng�ineeting � ►,. mot. i I / I I ` ;c �: PREPARED FOR: 7�M✓� IL11i-!� I 0► og> LAO 6 m-�'.1�0''�''�t4lo WA, ;I'sZ 10 -r v-i<�, PLDoc. '(+rllt�art�1 :� O,l A N I p �__•, �1 n �/ M D�/ 11 t' 'i'MIE irk 14 (�p'1'II�iG(,��� Ih� '1'+�I� PL�Ovd->. CIVIL ENGINEERS :< f $ LAND SURVEYORS R BOARD OF HEALTH -- (Ex1STING)•.•••.••••••• Q' OR II 1 rn CONTOURS (PROPOSED)-O-O'O�- APPROVED DATE I1<' �'� �� MA Y YA �j;; ��. '"" SCALE 1 D 1` DA E _ I tom. 121 Z' T-e% I�- 1- Z 7 SECTION - SEWAGE JV :�i1 _ , �Xl�-1( j�y,1GI.L. Pt►2r���l� SEPTIC TANK- + -"D"BOX- -LEACH _ .7 -�MSL)• -2•'OF I4T0 w- 1. 1 I GJ'n[• r am t ti,, WASHEO STONE _ / 1 l �/ •7 Q4' _ V : TF -2� /N. OUT• IN OUT• -� \� -~s► ���'1_ — ,/may .\ O - 07Q IN• 1{�000 SEPTIC �/� ��]' (�I n � -� a �•I(I �1 '` P f�GMu� \)t ELEV. ELEV• / TANK I ELEV. 1 p _ _=--1\ G `. Voli 1Q,0G�_ EUt191f RIJ!D ELEV. ELEV. 14 OFU,"-IV+•' } �e�TE }ADS WASHED STONE i �>CI I�Ip 4lalk CpJ� 2�70 4A,Ff TEST HOLE LOG �X!ST !. � t I / (r��, oI,�P-�� P?�+•' �-,►2060 Est•FG �' 1,� �ii / , � /� - __'- ___- ��-�_— /�� \ `\ �J _ TEST BY WITNESS (A� TEST DATE '� -�! DESIGN BEDROOM HOUSE T.H. • 1 o T.H. • 2 �l — � �,�`/i \ `�. BSI ELEV.'!G•� ELEV. NO y 17 J/�� If `� �o ���j'f�%•1 // <\ '� o -_ S E'�=� PERC RATE MIN/IN. Dt�&-P7OSER IS OSEFi FLOW RATE 110 (GAL./DAY) C�E�nI SEPTIC TANK vZU REO'b SEPTIC TANK SIZE t / ►tD. �\ / PPS ►� . � f \i LEACH FACILITY SIDE WALL ZIS+'3��'S )=�G�S.�St' (Z.S) G/D. BOTTOM . ESS = lo�.dsp +.0) - G/D. TOTAL OF a4vXL1m USE: �LG !� G�QcUf-� V 121�1e',Yr ' I 1 _ - �.kLi-t�G+,�.C'>'Y+E�.;�?!•�.v h�J'0,�'`�!!;Dom_-:-li• LE�;.�•� �/n:! 1'�t'f0 l� D' F� �'��t�°E�'(�fvit�C B= WATER ENCOUNTERED �j1' � �U.;. r ���� J— ' 9 /'\ r "iF-V�✓h7tt�J/./(o 5E0` J`�J � _ �.�.� 2.A►.�t tDi'r�f� P�PE5PT L4: KlDkr) M Bi✓6LF_ trf1;D I X WIE;�'�8•f.E. NOTES: (UNLESS OTHERWISE NOTED) (!,y t r6 jrwu� - �,,p3(7) — 0i �j?'✓;rJT�1�=Elpup�-1 1.DATUM:IJC p 1 1 ' ,1-I p� I'�r,. TTI�U�'1=- rn�.t1 7 �Kifi�J J,/•+l�E iM,+✓ !.MUNICIPAL WATER)�j-I.0$E�EIn...A-reD-lo F1'.OI�.�.E LIIdE.tr-alit ;,11.�5'fD !��J4. Ok11� �� L4t''�`�!iF.��,' I !.PIPE PITCH:%"PER FOOT `ZH OF �,� ^c p� Ej(KT. &Ui.a1,1 ACGt � 1.DESIGN LOADING FOR ALL PRECAST UNITS:ALj'�D�E�. � C) S.MIN.GROUND COVER OVER ALLSEWAGE FACILITIES:(1)FT. ARNE H. ,G, �� ,! �G s}q! � fir, �_.�-03 rlu/r G,4.1 S.PIPE JOINTS SHALL BE MADE WATER TIGHT ' QJALA 7.CONSTRUCTION DETAILS TO BE ACCORDANCE WITH COMM.OF MASS. <��' CIVIL ��•� STATE ENVIRONMENTAL CODE TITLES SITE C AN g.rl�s PtA+I >oK �><� � , al n.�r j ekia p JOT B� tJ�D � ,�F° �R� � I�,�Rtt►'�-E cs 42 ����#� of S�0-�3 LOCUS:�2- r�F vi;m rr*?tc;�r uix erAIUt I 1• NAL ENGINEER ( /..w��{ Of \ Lpjc :a:��ED 7S' F�M'f+�E 2' ale Ta�V y D g tk I �` � Ilt•y� ,1�' )till,tk�t1UD��ED `7P1i-� F.X1S'% ARNE yam. REF: , ae lT E �, ;� N BeIe D� d'� <0 down cope engineering _ f/�, , ` c PREPARED FOR: I}2 t��41 V, 1..11►�IIdIZ� I �A1P A- LODD l�DbDS Eft��l.G I I;y k1��EZ"!D �!'(�, ��Du: '� 1 OJA N, M �.{ CIVIL ENGINEERS i R*� 'r1�0 `� t�f Fri �(fiE �; D 1�=..Q(�bf InlC4,t1DF,� tr.1 T�41r-, PC'o -�. - -- BOARD OF HEALTH LAND SUR VEYORS �, — OONTOURS (EXISTING)............. W)<fl>)�. e � '(E (1 OR I1 1 (PROPOSED) �� -O— APPROVED OATE— _ ^'� `a- MA Y��r YA y L1.``��' SCALE ' SECTION - SEWAGE / SDI -SEPTIC TANK- j I -"DI,BOX - I -LEACH PI? �j A / Ulf 1 I •��.1 S'.�/MSLI� '2"OF 14TO I* / I I 1 i I 1 1 TIC• l.1' ,� 1 .. WASHED STONE ' 7 Cw1 •/ it - /.., � �.% I� pop ! 4'_0 \�.; �N• OUT• IN• OUT• 4-� �� VFW —1"4► � \� � ''%�'y ,`\ i J� er /1�)� l' SEPTIC / A' � �':P 'WK✓I. � 1�1DIiPJ'�7� Vn\�� J1 V/ J TANK i9 Jr ELEV. ELEV. ELEV. I 1 ELEV. ELEV. ELEV. 411 �!pN OC��-1;✓, 2.�,' �.js�\\ �� �\: �� _ .``V _ 4 � �- �\ �.`` �t?i�CED L��I�S� l) '.ram% 1. .�.. OFFA--IV&" \V' — a 1 `� `-�• +.C.Ot�IG2ETE FADS WASHED STONE TEST HOLE LOG � } TEST BY TEST DATE 11� y WITNESS DESIGN ' BEDROOM HOUSE ��� 1 jj4 `�' ` `C' '1 r \ it%1 T.H. s T.H. 2 �-�[ ELEV.it°% ELEV. NO �• p�h! ELEV. 11,8' PERC RATE 2 MIN/iN. DISPOSER IS osFq ;GAL-IDAY 1 \ FLOW RATE 110 _ SEPTIC TANK ZU - C > ClEl:r� p I � EXIT' of REO'D SEPTIC TANK SIZE C -�.��c! +• �'F� D LEACH FACILITYp SIDE WALL ZLg 3\(�, )='I�i)./sC (2.51 - 2 G/D. R 1 11"D € V A:To!• BOTTOM - �.�i GID. ', l� ('(O es P.ENbFlee TOTAL . Crib i� — � �'r'f1J>' r •+••j' \ \ { ?_Its?� S'lt�-GSp agWia.,SE" I USE: btig f2f, g a ���=211:'.t_rh MF /� I. .i AP.at i' (3�' �#x g' E a: .1�fy Y'8' ki{n'± r�to 6 p' t l !'s v�Ei��r 'vI C 1/ �1, c __WATER ENCOUNTERED 4 �� � e e..�&SD '0 x bw,G l�E _-1144°-it.+:y E 4!'r� *,- Sta 92�C�{) '. �7�` 2AI.t'�Pk:c c - I} ✓fi �;� NOTES: (UNLESS OTHERWISE NOTED) ty 1�� >�,Qjr,/t�)- 1*.03(?� mr-mef .:> I�S?w�P�1.0w' B,.�E. Arc >i.DATUM: D• pc VAC'�i�+i^ ��/����f��'.:r.I U!J,NED�1'��1%E t�1D _.MUNICIPAL WD ER p�7�0 EE.R•EL% 'I�Z..�D'. 7EW: lA1.iti. W'0 U91,1/O S.PI PE PITCH:14"PER FOOT �!j'+ID'rE FT. 1.DESIGN LOADING FOR ALL PRECAST UNITS: ARNE H. i.MIN.GROUND COVER OVER ALL SEWAGE FACILITIES:(1) ,t 0JA� •.PIPE JOINTS SHALL of MADE WATER TIGHT o -+ � ��jj�i .5�1 Y17n� .L� K 7.CONSTRUCTION DETAILS TO of ACCORDANCE WITH COMM.OF MASS. a w CIVIL ✓ r Ftii ✓ Q� A STATE ENVIRONMENTAL CODE TITLES �� -2 j7ti?w -G C� q2'P�i� j 1 #j G,�p.a3 �+ /1 b,T�s PLw W mapo�,sp t,- �•, a Ler �s-4) ooT Be: LItiED '�Fc LSE : Locus: 2- , `t aU,1.I� fib . / EA 'o TV.�i�Gi "IF7tC ��< �. >itEG.I NALENGINEEq '{/�w� P 1'(r( Y>E ;Q,l-'ram ?�I fr0t��+l� 2' �� ARN€ y� REF: b' v �x�Ts 't itjici)�j (�l $E �I �c� 'f� flown. "Pt en��rreering = OJA � PREPARED FOR: �i'�Z ���t1'✓'� IL.11:�h W10114tz� gI L-DJP o wxI, 005 err kL& � ����D E���I F�.oKI � I CIVIL ENGINEERS fUAf l t�12� '/l � T�:{G ` 75 ��/ T+iE E D 1►�=.A l Nlc T if 1cu bED IrL <441cg pw. . - - r. LAND SURVEYORS \. -- BOA ROOFHEALTH snmain� �- OR t II ------------- Y��W / ti lM`a SCALE CONTOURS ROPOSED)'4-0-4"0- APPROVED DATE 'Ri_ MA y •, CAE Z 14-e-�V• i2-H-e3 SECTION - SEWAGE - �-_ P-Er�eE►.I P►� t oK 3v(�, C, 5� fXIS Z I -SEPTIC TANK- I _.,D"BOX - 2- -LEACH F QS1►pp�.o9�rl�. I � , •.�:1�.(MSLJ• "2••OFIhTO%- i WASHED STONE , 1 IN- \ �A rr { VLE OUT• IN• OUT• IN• �.44 C, TANK ELEV. ELEV. ELEV. ELEV. Ot=Pf1 orF. 4v,]= 4 FEET' ELEV. ELEV. ............. !►J�E (E�� : IL"LG"�Pl10"po,-]0) � � 4F OLtTl,ft'(cE: Zb'(4.`vPr 14"Oov_W) -.2._ CF>r•'•1W' 1 7 \t V - IO.Oo WASHED STONE TEST HOLE LOG Pl�Co7GC, 4-14 t't�MFc *�lr Q ,u TEST BY �FAIF-�dr.!!L P.>; . 4Ca F_� WITNESS2 BEDROOM HOUSE: \ - TEST DATE I � DESIGN \ \ p / 1A SIt9s T.H. " T.H. • i 2 ELEV. ELEV. 12,0 < NO DISPOSER pISP OR \ \ S PERC RATE MIN/IN. -, \ �Dq -- FLOW RATE 142 (GAL_/DAY I*- Gc,"a . SEPTIC TANK 2Z0 ((.Q- � REO'O SEPTIC TANK.SIZE p LEACH FACILITY PRr=13L11LD^ TAI IJIU� r xls71r.1r �;\ - �� - - SIDE WALL �� 2�c3?s IDS.�(2,5� 2t -.o G/D. L:l-�'` 'UEC �S�t' C � ZO 210 BOTTOM _ (o9:0r 64.o G/D. TOTALwc1,{O - OZAe �o sAVT MSS . J V �Q(+ USE: O► T2ELALT LEACHING �1.iTl� 21 r�5T�`1c.�, I .�Qn►LLLD �__ ' '/ `r _WATER ENCOUNTERED I 9 ��'`G a.i- x ��j.9J OFF•�E�la , oF3AP.�iS7A►31.>: JAetA►JC,ES { -(►ODt_ NOTES: (UNLESS OTHERWISE NOTED) Iii f, Z VA2j Aid L.ES V�La f;ALIL-tT`(-fo," VotA'(E1� s3' F(zo1-A T - sEPflc, (l,.IK fO 015 A�.l0 v F¢o1•�1 �or�RN j'oP of(3Awl1C(��AtJcE oFm') as of s- 1�-83 �-T 1.DATUM(MSL)-TAKEN FROM 6. ��_QUADRANGLE MAP t,9lllf(VA12sAtdLf_� of A6.030) ' IS ALYJEP VAILABLE . - JE TO�t,0x 1>0 54'FPoM -rOPoF 0s4"K- 2.MUNICIPAL WATER --�° -lxgk4,11 f641t i1 -fc,-3E(.off ep o M'��aP� 7.PIPE PITCH:Ir••PER FOOT t'�lAQ1A+-1L� of .�Co> hs of 5-n'$$ _ +.DESIGN LOADING FOR ALL PRE-CAST UNITS:AAST O- S T. 'f141I� -.+ I;thl� I f,,ro 1Jt,E OF.�D'� '.03[� _ t.�r'C-,IZA�E S.MIN.GROUND COVER OVER ALL SEW GE C L ES:(1) p�� DC T� PLAN 0.PIPE JOINTS SHALL BE MADE WATER TIGHT v1�M 1?ao 3C •�N OF �.i1�E{,/A� SITE 7.CONSTRUCTION DETAILS TO BE ACCORDANCE WITH COMM.OF MASS. Fizor�l 1 t20P�e'(� st , tLiLE aV� STATE ENV I RONMENTAL CODE TITLE 3 (�� I0 �� y, %5.03(?) `*`1H �� d44S LOCUS: F $.THt6PL.Aoj I••lO�C D!J LIU� JnIC� A ,l► A ———_ A. o� ARNE yes M fk2sTD1.1S 1`'1 l Lt_S w —JvttilL—— rm- _ NGINEiER (�; H• -.i ��.SESso�S t�taP -1� t 9 SGfIGo�i►�E 4o P.�c '(a Cc NS�f7'(HRollt-w1'atJT S�(SFG►�i E''N85' . ". OJALA <^I flEF: ��'o�F'�FGfSTE�EG�a� mown cape engineering $ f / PREPARED FOR: Gr��tsTr�ee �� NAL E� I CIVIL ENGINEERS I �� ��.� LAND SURVEYORS - 1 RVEVOR lu: 2a� BOARD OF HEALTH' ., RE SCALE_ I� i 9 E Q-I �J (EXISTING)- APPROVED _ _DATE PjAea, jAAAg- *AA , DA E C7 1 C_�� CONTOURS (PROPOSED)-o--o"�- t ;` F. • ALL COMPONENTS LOCATED IN POTENTIAL COVERS LOCATED TO WITHIN VEHICLE TRAFFIC AREAS OR BURIED 4 FEET 12" OF F.G. OR GREATER SHALL BE H-20 LOAD CAPACITY. / TEST HQU Q N ELEV.= 14.30 ACME PRECAST VENT P-6756 oP FTOP OUNDATION FG= 13't D83 OR EQUAL DOWN CAPE ENGINEERING �pP 10/15/87 C, F F.G. s 13'f G F.G= 13 f PIT #1 INV. = 10.63 O 1000 GAL. 4" a,a � �' _ 0 ELEV. = 18.5 INV. = E7ER T '� BAXTER NECK RD• 10.4 INV = 10.23 a DIST• scH� / LOAM & SUB SOIL O slxTlc TAW INV. 10.03 crtE -8„ TEST H0AA BOX P v.� gyp£ TOP ELEV. 10.13 io.00' IN v =9.83 BAXTER & NYE INC. �Q MIN. 6" CRUSHED 1 . = 9.6 • •• �• 12/10/97 . ` STONE BASES . '. �,._ .tM1:l;:ti=::�:,:'�; t. �';.; •r y,•- ,� -48" PERK TEST PI #2 NORTH BAY 1 PEASTONE BOTTOM ELEV.7.63 0 ELEV. 6.3 _ - LOCUS MAP CLEAN & LOOSE i `" _ SA MEDIUM D ==- SCALE 1 25,000 U 3T MEDIUM ASSESSORS EL. 2.5' NO WATER OBSERVED = SAND MAP 76 PARCEL 65 T.H.#1 = EL. 2.5 NO WATER - i T.H.#2 = EL. 2.3 OBSERVED WATER EL. 2.3' WATER OBSERVED ZONES PRO A.P. & RF NO SCALE FLOOD ZONE All (EL.= 11) - x I DESIGN DATA SINGLE FAMILY- 2 BEDROOMS -. NO GARBAGE GRINDER DAILY FLOW = 110 X 2 = 220 G.P.D. 2 SEPTIC TANK = 220 X 150% = 330 G.P.D. _ (1) REMOVE UNSUITABLE SOILS BENEATH PROPOSED SYSTEM, BACKFILL USE EXISTING 1000 GAL. _ z / / /, WITH CLEAN GRANULAR MATERIAL FILL TO BE GRADED AS FOLLOWS: NOT Q \�/ �/ � / I ~ /�� O �, MORE THAN 15% RETAINED ON No. 4 SIEVE, NOT MORE THAN 90% RETAINED \ \ \/ \ \/ \�t ON No..50 SIEVE, OF FRACTION PASSING No. 4, 10% OR LESS TO PASS No. _ � � � � � � � � , � � 100 SIEVE AND 5% OR LESS TO PASS No. 200 SIEVE, SOIL TO BE APPROVED a, /\// /� / /�\�\// i!\/ • �. BY ENGINEER FOR COMPLIANCE PRIOR TO PLACING ON SITE. .:•. :;•,:�f, i. ".+'.: ,':•`' (2) LOCATION OF UTILITIES NOT SHOWN ON THIS PLAN, AT LEAST 72 HOURS PRIOR TO ANY EXCAVATION FOR THIS PROJECT CONTRACTOR SHALL MAKE THE REQUIRED NOTIFICATION TO DIG SAFE (1-800-322-4844) AND APPROPRIATE WATER DISTRICT TO DETERMINE UTILITY'LOCATIONS. ALL PIPES TO BE SCHEDULE 40 PVC PERFORATED 3/4" TO 1 1/2" USE 1 - 4" DISTRIBUTION LINE IN AN WASHED STONE FOR ALL ASPECTS OF THE SEPTIC SYSTEM THE CONTRACTOR b SHALL COMPLY WITH ALL GOVERNING CODES AND REGULATIONS. 4'X 37'X 2' WASHED STONE TRENCH TOPPED WITH 2 OF PEASTONE IN PARTICULAR 310CMR 15.000 THE STATE ENVIRONMENTAL CODE TITLE 5, AS SHOWN THE TOWN OF BARNSTABLE BOARD OF HEALTH REGULATIONS PART VIII: (EXISTING SYSTEM IS 8' WIDE) TRENCH ON-SITE SEWAGE DISPOSAL REGULATIONS AND THE BOARD OF HEALTH F 220 G.P.D./.74 = 297 S.F. OF LEACHING AREA REQUIRED RECOMMENDATIONS FOR ACCEPTED PRACTICE. 4'X 37'= 148 S.F. BOTTOM AREA CROSS SECTS SEE PLAN BOOK 495 PAGE 93 FOR 2(2(4+37)) = 164 S.F. OF SIDEWALL AREA LOCATION OF UTILITY EASEMENTS 312 S.F. TOTAL OF LEACHING AREA PROVIDED NO SCALE ABANDON & FILL EXISTING FAILED LEACHING GALLEY. CLASS 1 SOIL PERCOLATION RATE l" 1N 2 MIN. OR LESS SEE DEED RESTRICTION FOR TWO BEDROOM LIMITATION. THE LOCATION OF THE PROPOSED SEPTIC SYSTEM REPRESENTS THE MAXIMUM FEASIBLE COMPLIANCE WITH TITLE 5. ELEVATIONS ARE e .BASED ON N.G,V D, FLOOD PLANE LINE IS BASED ON CHRISTOPH ER P. KUHN & PENELOPE HINCKLEY ? FLOOD INSURANCE RATE MAP COMMUNITY--PANEL NUMBER 250001 0018 D REVISED: JULY Z1992 Nil 7.2 LOT _ •moo.7� `> o tiae Ln Ln 13.8 �(Y70 B_I ND �3.2 UL4 / �.. stone drip e P o- � t 3 O- r7 TOP OF COASTAL BANK PROPOSED SEPTIC SYSTEM Y 37.00' CD / 70.43 S89'01 18 E BENCHMARK = 6.5 DIST. . . ,'' B.Frio � / •2' z 21% f - 9.2 - Q / 08 sip is cover 17- 14.2 �:.;z EXPANSION AREA , �' \ CB:FND I � b 1 off (L 13.9- TAW \`a� .5 / �Oi •9 EXISTIN (awn - \ VEN / 13.9 \ �c? '°s 13.8 x 13.8 � S stone drive 3.8 \ 8.0 o stone drive F 9� RELOCATE UTILLITIES 129 AS NEEDED- 13,8 WATER SER\DICE TO BE REPLACED / 8,4 lawn ��o WITH CLASS 150 PRESSURE PIPE \ °t P"O \ Lo0� 9L 13.2 Water 13.1 5, 816 S. F. Ix x 1&2 s 4.6 t &3 F` 1 12 2 27 129 x I p � � .•------_._ fit° o � 3 ee� \ 0 N 12'/10/97 Ao S.T #2 th / edge of stone 4.2._�--' 3.7 5. <o x &5 / t x .._ AL2 4.3 2-5 x x 3r1 x 3.5 d .FND i ed a of 23 22 1j 2. 0 CO 8 Pal � I PLAN OF PROPOSED SEPTIC UPGRADE Variances Requested j #237 OFF PRINCE AVE. Title 5 1 N 15.211:(1) (MARSTONS MILLS) ► PLAN To allow a soil absorption system to be one (1) foot from the property line in lieu ; B-A-R-NSTAB 1 �of ten (10) feet. J C'A-S S SICALE 1 " = 10' IN To allow a soil absorption system to be two (2) feet from a coastal bank in lieu of j fifty(50) feet. L.B.B. TRUST To allow a soil absorption system to be ten (10) feet from a cellar wall in lieu of SCALE: 1 = AS NOTED DATE: DEC. 3,1997 twenty (20) feet. REV. DEC. 10,1997 `P> >w Dvsc_16<,1997 Town of Barnstable Regulations BAXTER & NYE INC, REGISTERED LAND SURVEYORS ^To allow a leaching trench to be seventy seven(77') feet from a wetland in lieu of ( I CIVIL ENGINEERS❑S T E R V I L L E, MASS, one hundred (100') feet. � To allow the use of a leaching trench in lieu of a leaching field (250' Reg.) OF , 1. STEPHEN qq� � ALLYN • tt A 3 WiLSON >SA1cLFft. ,. DEED REFERENCE: BK. 9853 PG. 155 �� �z /l7 �Z �Co• 9 #97133 W ' Z 0 3 � i rm N Q W —+ f p cc x C U N � toe lie �l l � t r Z 3'*� > LU �; cc i '7 t — 6 D u Y a c A N r C C C cc Fes'-A T- LAL s�, rl - ► --� - it x t3 ! �►� Q�m 'k oolr- i a JL LA _ t t ! It ( 3 T t t W lWiLlk . �' -t ^/ j► •`1 ' �� _ -�1 1. Re CL 0114 1 -74 7111 00, uj cc CL r� W t^ tli W t•-- 1 W Q iJ 2 4i5• r Z W LLI LU cc 42 ?fir z y Au&v)i- • ,� � �' +: ..0 1 11 ' � to may, W cc 46 ,. V c o i s _ T ; t ✓ - — c�� 1.'1 c E 1 a A ue p; E vy v E c 4 m O W m n a a v KT a c 0 ! ?4f,�—� - 0) ct .0 m 'c f N `•:. Z U 3 i -` !a r.t F ✓ `ram' I o "fit t °.. l.. 'fi � � +1" �,t f'-s' �•.�.'•��e �- _-_. __ __._... _ � '' _ . � V � is 4 CA jet � � � �• y } Q .' �• � oa �/ x .� � f . - f _ Z 0,5 : .77 74 3 +t ' ►z r f u�. , I I . „I fi r ; , a►, ` -r - Ir r--xTT CYZ P ?�' o {x �' , �'' �•d. '� Zen � C.` . !o I/2'! � N �.•;,�- �,� '�'-,_ .� � ,,..__., � - �_ � U -' ( j I w 'j ` 2 fur-, F-9 A4A �I� x: �►_ ►��.,�'� pc � � �. � �� -- — f iy : W S 41 ►— Q W - uj rA-- a V = Cr z c4fiZS� ,"AW4UM O Z W s Z � Z Y 3 U f5'dC cc N Q W t 'vi , o W ¢ _ cr , — L !�j �{fit If - a� A Ccc - rules r, i n o N • ' 4 _ _ Q �t Of— ! _ _tt tt Z � ' � * • w - ♦ � I `__.� -_ _ _yam � �� 1 R ,�,.., � � •` � _ *y ; ' '� 4�-;lam / � n � P. - .o , bS��r-*'J c'..►.. L C�E�►G G tz; x -- leis +� 31: ► ��' Ski, y01 ,,,,� i�►t+,C' ,mow rt�. 11 1 IM 2 f r.. -34 _ ail AL,�, 611A �A Coll ► 3 ,t \ � tl ! �++ 'T" .. . cr CL 740f;v Arm -7�-YT`� � � �- '..� _ -...--r.._ '.rG`2✓t"Si' --.'��+.�.. 5.9•,.. _....� .�.._ _-..-_ � -'^.^._'.. ___.._.. ._..__- .-- . :�'t i- 19 ( Y t7GlQ f j - 'T ' ,� t' s Y i I" l.- " y Tr A, VIOM)1.1 �1 1 c �•'ZX � 4 ' 4 Ui ll__C� W t98LSl , 1 WALL LINE r-_._ PITCH PITCH I BELOW DOTTED WALL LINE DOWN BELOW DOTTED — J < 7 PTC DOWN DOW � Z , 3 � t � T_Z 0 < PITCCHH CL a �'pOWN -- CEILING LINE _ DOWNIPIP T DOTTED J D0 7ACESS f ELF AR - - z �' HIGH 3 _ � OR Et,CLOSE 1, a DECK �o BELOW 117 GD HA A Y 14 list IDOWN WALL LINE ' 7'0" CEILING LINE BELOW DOTTED PITCH DOTTED �4'0" HIGH --- —� i SKY G DOWN - ACCESS LI H , T DOOR Mz to v3 a-in ATTIC PLAN B SCALE: 1 / 4"= 1'0" F 3 NEW RESIDENCE FOR: PETER SILODEAU r AT PRINCE COVE f WALL LINE I BELOW DOTTED - - - - ' PIT I_ - � DOWN DOWNY _ --i ITCH PITCH WALL LINE DOWN DOWN> BELOW DOTTED ' =z to ' I a-n =z 1� C-)3 PITCH a- ov!N 7'0" CEILING LINE DOTTED PITCH DOWN 4'0" HIGH ACCESS DOOR i ,-HELF ARE JACIGH TUB FNCLO ED o IiELOW n-n DECK w ! � -_ BATH- RM. *WN PP17C�H� 6.8., J� R S R. DOWNN - ' WALL LINE 7'0" CEILING LINE' BELOW DOTTED DOTTED PITCH '� vDOWN - SKYLIGHT ------------- .n z 20 i i ATTIC PLAN SCALE: 1 /4"=1'O" NEW RESIDENCE FOR: PETER BILODEAU AT PRINCE COVE