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HomeMy WebLinkAbout0457 SEA VIEW AVENUE - Health 4 V /32 — o33 l i Fee t SHE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE, MASSACHUSETTS 0[ppYication for 30igool *pgtem Con.�truction i3ermit Application for a Permit to Construct(---)Repair( )Upgrade( )Abandon( ) EZomplete System ❑Individual Components Location Address or Lot No. tl$'7 5e�Q►QL_j AV w C' , Owner's Name,Address and Tel.No. Assessor'sMap/Parcel 444a ccenY P`7N 136-0, \3a a,� v� �e -0 Installer's Name,Address,and Te}}.No. Designer's Name,,Address and Tel.No. ee 6grtahe Q� Z i&(0sl s- Type of Building: Dwelling No.of Bedrooms(— Lot Size /��y 6Le9 t. Garb ge Grinder( N Other e of Building No.of Persons Showers'I}�p g ( ) Cafeteria( ) Other Fixtures Design Flow gallons per day. Calculated daily flow gallons. Plan Date yI Z C4 0S— Number of sheets 1 Revision Date Title Sk kls - Size of Septic Tank (Tee (6,,11Qk:� Type of S.A.S._7-SOO (nAL C}ff�wN%ftS ih Vo X(RZI mil Description of Soil Z. ? ;-%0 IF (ftilla& tag 412 Lr S�N� it-3b` g,i�y�-� ioye�/y [Mm.wb 36-1?0" C UkYLR 7.�9Y S f cl MM- Ck0.h Nature of Repairs or Alterations(Answer when applicable) Date last inspected: I Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal-system in accordance with.the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certifi- cate of Compliance has been issued b is o f Uealth. � �� Sign Date Application Approved Date (o `f Application Disapproved for the following reasons Permit No. 0'10L5— y' Date Issued a a i _No. I ty Fe S Entered in computer: f 4 �.---THE"COMMONWEALTH OF MASSACHUSETTS Yes P PUBLIC HEALTH DIVISION'-TOWN OF BARNSTABLES M'4SSACHUSETTS ZI plication for:biopooY *pgtem Con5truction-Permit, Application for a Permit to Construct Repair( )Upgrade( )Abandon( ) ErComplete System ❑Individual Components ' Location Address or Lot No.4 57 -Sc,,V i ev Av e w Q , Owner's Name,Address and Tel.No. 41 env;\\Q. -B&er-Cam.}K VI-j n �d\X*A1ef- Tn. Assessor'sMap/Parcel L/o (oC«Y ��"� 1 13$-033 60 0., Yr,n,�2a 3� ?-,M'1vn,A 0Z10� Installer's Name,Address,and Tel.No. Designer's Name,Address and Tel.No. or tz7 Type of Building: f Dwelling' LNo.of Bedrooms (y_— Lot Size I 14 Nkcc-,sq-ft. Garbage Grinder(/VC) Other r?-Type of Building No.of Persons Showers( ) Cafeteria( ) " Other Fixtures F w" r41/ Design Flow Co7Z.. gallons per day. Calculated daily flow (Q(va gallons. Plan :Date `1�Zo�oS'- Number ofsheets t f Revision Date '.j Title S� 17�r„rr �l roPa .ac�l Sf'Ql c- U fArc,olQ_ Size of Septic Tank 1Soo v Type of S.A.S. 7-Soo (OAL CHArnF �S ,� Ih ta'x laZ` Description of Soil 0-S O 1 n(,Z Z LPW_-e, 1Ak 4jZ Loam ��ara tt-3to'` �,�a�ee� lays�/4 L�M sib 3�,-12.0" C".LAYe K 7.f Y Sjcl met SAD Nature of Repairs or Alterations(Answer when applicable) w A 4. 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 issue this oard of -ealth. l � Sig Date Fj' Application Approved>y Date 10 5 Application Disapproved for the following reasons Permit No. cam:C� 9 Date Issued �'4 S THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE, MASSACHUSETTS 1CC tdfi�AtEO�t `OYIY YiattCe �. THIS IS TO CERT.I°k,'Y, that the in-site Sew ge Disposal System Constructed Repaired( )Upgraded( ) ,.kbardoned( )by e at yS 7 5LJt view Auer WUG . Os- u.\1R has been constructed in ac ordance with the provisions of Title 5 and the for Disposal System Construction Permit No.;'QQQ 5 y dated Installer -�-��'V Ni ` Designer v \ v at The issuance of this ., t s all no beYconstrue .as a guarantee that the system wtll function s Date l Inspector �\ 1 ...'..� •� --- ----------------------------------- No. Fee THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION - BARNSTABLES MASSACHUSETTS --'`� �Digp0!di *pgtem Construction Permit Permission is hereby granted to Construct(-')Repair( )Upgrade( . )Abandon( ) System located at t-/97 V l e s N v-e n cyS I'v,1 and as described in the above Application for Disposal System Construction Permit. The applicant recognizes his/her duty to comply with Title 5 and the following local provisions or special conditions. Provided:Construction must be ompleted within three years of the dat of this pe it. Date: Approved by TOWN OF BARNSTABLE LOCATION SEWAGE# 14g®r- " VILLAGE ���,�.�i��e ASSESSOR'S MAP&PARCEL /3T- 3' INSTALLERS NAME&PHONE N0. �o ,' SEPTIC TANK CAPACITY iSbo 641 /SZo C V�70 LEACHING FACILITY:(type) leap Cml c44,fr.,) (`7) (size) 101,A62 NO. OF BEDROOMS 6 OWNER I,,, a PERMIT DATE: _ �,-'y�dJ' COMPLIANCE DATE: Separation-Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Feet Private Water Supply Well and Leaching Facility(If any wells exist on site or within 200 feet of.leaching facility) Feet Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of leaching facility) '� Feet FURNISHED BY (5 41Y�God. ,O H Jr� �1- ?7 ° A��1o/L C 3- 34 ' d sy° '` iJ�� ol � o � 3 { Town of Barnstable Regulatory,Services i' Thomas F. Geiler,Director BARNkAMAC g I i Publi,c Health Division rFn '� Thomas McKean;Director i s l t 200 Main S reet,Hyannis,MA 02601 i Office:.508-862-4644 ! Fax: 508-790-6304 Installer&Designer Certification Form Date: d 7 Sewage Permit# 7,00�-ZQ�/Assessor's Map\Parcel 3 9`03;3 ® l�/Pl J 6n 1v . Designers; - ,jGf`f�G�ll/1 ,��lq�ilie/�� Installer: , If p Address. Address: On h 4Z-YV s-1 ,des` 10/) 60 was issued a permit to install a - (date) E (installer) # ' septic s stem at q,j 7 ��7eQaGhy Q'�°.. based on a design drawn by, ► (address) ` dated: D i. (designer). I certify that the,,septic; system referenced above was installed substantially according to the design,,wlii&may;include minor"j approved changes such as lateral;relocation of the distribution box and/or septic tank. ;Stripout (if.required) was inspected and the soils were found satisfactory: - I �'.ertify that the;septc;system referenced above was installed,with major changes (i.e. greater�than 10' lateraljtelocation of the SAS or any vertical relocation of any component ofl the septic,s I stem)but in'accordanc,e with State & Local Regulations. ;Plan revision or certified as-built by designer"to follow. Stripout (if required) was inspected Arid the soils were found satisfactory. PMETI j . H sU>Llva (Inst: er's Signature): F ` .2974;CIVIL _.. Q�IAL 000i (Designer's Signature) .j > (Affix Designer's Starnp'Here) PLEASE3RETURN TO B RNSTABLE PUBLIC HEALTH DIVISION. CERTIFICATE OF COMPLIANCE!. WILL f NOT BE ISSUED UNTIL BOTH.THIS FORM AND AS- BUILT CARD ARE ]RECEIVED BY THE'BARNSTABLE PUBLIC HEALTH DIVISION. THANK YOU. Q:\septic\Desgner Certification Form Rev 03-09-06.doc �i i Town of Barnstable IUMSiASM HA� 1639' Board of Health A�0 200 Main Street, Hyannis MA 02601 Office: 508-8624644 Susan G.Rask,R.S. FAX: 508-790-6304 Sumner Kaufman,MSPH Wayne Miller,M.D. June 1, 2005 Mr. Peter Sullivan, P.E. Sullivan Engineering, Inc. P.O. Box 659 Osterville, MA 02655 RE: 457 Sea View Avenue, Osterville A= 138-033 Dear Mr. Sullivan, You are granted conditional variances on behalf of your clients, Peter and Kathryn Wheeler, to construct a replacement onsite sewage disposal system at 457 Sea View Avenue, Osterville. The variances granted are as follows: 310 CMR 15.211: The soil absorption system will be located eight feet away from the property line, in lieu of the ten (10) feet minimum separation distance required. - 310 OR 15.211: The soil absorption system will be located one foot away from the water-line, in lieu of the ten (10) feet minimum separation distance required. These variances are granted with the following condition: • The waterline shall be sleeved in the areas which are in close proximity to the leaching facility. These variances are granted because the physical constraints and configuration of the site restrict the location of the soil absorption system. Sincere yours, Wayne Wler, M.D. SullivanWheeler2005 Town of Barnstable • 1A�78'i'ABT.E. � Board of Health 200 Main Street,Hyannis MA 02601 Office: 508-862-4644 Susan G.Rask,R.S. FAX: 508-790-6304 Sumner Kaufman,MSPH Wayne Miller,M.D. June 1, 2005 Mr. Peter Sullivan, P.E. Sullivan Engineering, Inc. P.O. Box 659 Osterville, MA 02655 RE : 457 ,Sea View Avenue; Osterville k 13$=033 Dear Mr. Sullivan, You are granted conditional variances on behalf of your clients, Peter and Kathryn Wheeler, to construct a replacement onsite sewage disposal system at 457 Sea View Avenue, Osterville. The variances granted are as follows: 310 CMR 15.211: The soil absorption system will be located eight feet away from the property line, in lieu of the ten (10) feet minimum separation distance required. 310 CMR 15.211: The soil absorption system will be located one foot away from the water-line, in lieu of the ten (10) feet minimum separation distance required. These variances are granted with the following condition: • The waterline shall be sleeved in the areas which are in close proximity to the leaching facility. These variances are granted because the physical constraints and configuration of the site restrict the location of the soil absorption system. Sincere yours, Wayne Wler, M.D. SullivanWheeler2005 I e� CC�� yA DATE: ���j v FEE:AR 1 1639. � REC. BY Town of Barnstable .....m_,_» SCHBD. DATE: GQ Board of HealtbPvIJ1°N 200 Main Street,Hyannis MA 02601 Office: 508-862-4644 Susan G.Rask,R.S. FAX: 508-790-6304 Sumner Kaufman,l4LS.P.H. Wayne A.Miller,M.D. VARIANCE REQUEST FORM LOCATION y� Property Address: 157 SGk V ia-•w &\j A),gF ('yji—t..L Assessor's Map and Parcel Number: 13 cH "O33 Size of Lot: C.11 "C`) Wetlands Within 300 Ft. Yes s/ Business Name: No Subdivision Name: APPLICANT'S NAME: Phone Did the owner of the property authorize you to represent him or her? Yes No PROPERTY OWNER'S NAME CONTACT PERSON Name: -Tef, C� t��l 1KffEC-Z�� �'iR�r Name: `:x— Address: 9c5nk; ?&xyr0--- ' Address: ,L. X tc+S`Z Phone: Phone: VARIANCE FROM REGULATION(List Reg) REASON FOR VARIANCE(May attach if more space needed) M; A_K NATURE OF WORK House Addition I ????? House Renovation 0 Repair of Failed Septic System SK Checklist (to be completed by office staff-person receiving variance request application) Please submit copies in 4 separate completed sets. Four(4)copies of the completed variance request form _ Four(4)copies of engineered plan submitted(e.g.septic system plans) _✓ Four(4)copies of labeled dimensional floor plans submitted(e.g.house plans or restaurant kitchen plans) _✓. Signed letter stating that the property owner authorized you to represent him/her for this request _✓ Applicant understands that the abutters must be notified by certified mail at least ten days prior to meeting date at applicant's expense (for Title V and/or local sewage regulation variances only) Full menu submitted(for grease trap variance requests only) C:\Documents and.Settings\decollik\Local Settings\Temporary Internet Fi1es\0LK3\VARIREQ.D0C . . fir W�--e/e r— . °�S� Sc I/Pew �v�, ...---...----•-•---._. . . . . . . -8 ... - : : : . . . . :..---.---.:'-,*L�....,----..:�.::.I-..:-.'.-.-,::--i:..o-tj..,.-::.:::--.-�6.--,-.-.:.:-_--.-....,�...:,w_..-.-.'-- II.:*,I�:L..-I &- .w-..:Mj.-.-.---.:.I-----'..:1-PI..:.*b;�*-...;......-..—.....--;..--.-.,.I'..-...0.�--',--I.w...:::-'..-..;:-.-- i �.*1).-.-..-1 ..1 iyWw P u+�bO ........-•- -.- ... ................ :. ..: :.:..:.:.:_ -: - : : : : : : : . . -;--: z ^ ^ - •..._ . . . . . 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March 24, 2005 Town of Barnstable Board of Health 200 Main Street Hyannis, MA 02601 RE: 457 Sea View Avenue, Osterville Dear Board of Health, As owner of the above referenced property, please be advised that John O'Dea or Peter Sullivan of Sullivan Engineering, Inc. has my permission to represent me before your board in matters relating to the septic system at my property. Sincerely; G Peter G. Wheeler SULLIVAN ENGINEERING INC. 7 PARKER ROAD/P O BOX 659` OSTERVILLE, MA 02655 Peter Sullivan P. E. Mass Registration No. 29733 psullpe@aol.com phone 508-428-3344 fax 508-428-3115 DIRECT ABUTTER LIST FOR MAP 138 PARCEL 033 Board of Health Variance Request for Peter & Kathryn Wheeler 457 Sea View Avenue, Osterville MAP /PARCEL OWNER NAME 138 026 John Conathan,.II, Tr. j c/o Jay-& Jean B. Hynes Y 50 Glenridge Road Needham, MA 02026 138 025 Mary M. Madden _ % 439 Sea View Ave., LLC c/o Kirkpatrick & Lockhart LLP 75 State Street Boston, MA 02109. 138 027001 Jean E. Gavin, Tr. Gavin Real Estate Trust 511 Oak Haven Drive Altamonte Springs, FL 32701 Sullivan Engineering Inc. 7 Parker Road Box 659 Osterville MA 02655 Peter Sullivan P.E. Mass. Registration No. 29733 Phone 428- W fax 428-3115 e-mail PSuIIPE@aol.com ABUTTER NOTIFICATION LETTER RE: Board of Health Public Hearing To Whom It May Concern: As a direct abutter of a proposed project, please be advised that a Variance Request has been filed with the Town of Barnstable Board of Health. The specific project information is as follows: Applicant : Peter & Kathryn Wheeler Project Location: 457 Sea View Avenue, Osterville Assessor's Map and Parcel: Map 138 Parcel 033 Project Description: Proposed.upgrade of a failed septic system. The variances being requested are variance to minimum set back to property line and minimum separation distance to water line. Applicant's Agent: John C. O'Dea Sullivan Engineering Inc. 7 Parker Road Osterville, MA 02655 Public Hearing: Location: Barnstable Town Hall 367 Main St., Hyannis 2nd Floor Conference room Dater May 10, 2005 Time: 7:00 PM Plans and the application describing the proposed activity are on file at the Board of Health office, 200 Main Street, Hyannis and at Sullivan Engineering's offices. Please call if you have any questions regarding this application. 5/ DATE:----20 PROPERTY ADDRESS:- 457 Seaview-Avenue Osterville , Ma . �! 4 0 i� 02655 '19499 ------------------------ � . On the above date, I inspected the septic system at the above a This system consists of the following: 1 . 2-6X8 cesspool on left side of house 2 . 1-6X10 cesspool on right side of house All have metal covers Based on my inspection, I certify the following conditions: 1 . This is not a title Five system. 2 . This is aosewage system 3 . The sewage system is in proper working order at present time . SIGNATURE:1` Name: J. P. Macomber Jr . Company: Jose_ph_P . Macomber—& Son, Inc . Address: Box 66 Centerville , Ma. 02632-0066 -------------------- Phone: 508-775-3338 THIS CERTIFICATION DOES NOT CONSTITUTE A GUARANTY OR WARRANTY I JOSEPH P. MACOMBER & SON, INC. Tan ks-Cesspools-Leachflelds Pumped & Installed Town Sewer Connections P.O. Box 66 Centerville, MA 02632-0066 775-3338 775-6412 COMMONWEALTH OF MASSACHUSETTS EXECUTIVE OFFICE OF ENVIRONMENTAL AFFAIRS DEPARTMENT OF ENVIRONMENTAL PROTECTION ONE WINTER STREET, BOSTON MA 02108 (617) 292.5500 ?RUTJY COX Secretes• ARCED PAUL CELLUCCI DAVID B. STRUH Governor Corrnss:oa SUBSURFACE SEWAGE DISPOSAL SYSTEM WSPECTION FORM PART A CERTIFICATION ptyq�, Name of Owner Marotteri to Wheeler 457 Seaview Avenue --a— Osterville , Ma. Address of Owner: Dau of 4upocvon: Nam. of Inspectee:(Ptease Print) Joseph P. Macomber J r . I am a DEP approved s stem inspector pursuant to Section 1 S.340 of Trtio 5 (310 CMR 15.000) m conpanyNaa: Joseph �. Macomber & Son , Inc . IMaMngAddrass: Box 66, Centerville , Ma . 02632-0066 Tdeprwna Number: 5()77 2 2 CERTIFICATION STATEMENT I certify that I have personally Inspected the sewage disposal system at this address and that the Information reported below is true, accurate and complete as of the time of Inspection. The Inspection was performed based on my training and experience in the proper function and maintenance of on-site sewage disposal systems. The system: ,_,Passes Conditionally Passes Needs Further Evaluation By the Local Approving Authority _ Fails Inspector's Signature: Date: 1C/ The System Inspector hall submit a copy of this Inspection report to the Approving Authority (Board of Health or DEP)within thirty (30) days of completing this inspection. If the system Is a shared system or has a design flow of 10,000 gpd or greater, the inspector and the system owner shall submit the report to the appropriate regional office of the Department of*Environmental Protection. The original should be sent toms system owner.and copies sent to the buyer, If applicable, and the approving authority. NOTES AND COMMENTS revised 9/2/98 Page Iof11 r,1 Printed on a«yci.a v,ar SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A CERTIFICATION (continued) PropenyAddress: 457 Seaview Avenue , Osterville Owner: Marguerite Wheeler Date of Inspection: 5/2 0/9 9 INSPECTION SUMMARY: Check A, B, C, o/ D: A. SYSTEM PASSES: I have not found any information which Indicates that any of the failure conditions described in 310 CMR 15.303 exist. Any failure criteria not evaluated are indicated below. COMMENTS: e. SYSTEM CONDITIONALLY PASSES: One or more system components as described In the 'Conditional Pass' section need to be replaced or repaired. The system, upon completion of the replacement or repair,as approved by the Board of Health, will pass. Indicate yes,no, or not determined(Y, N, or NO). Describe basis of determination In all Instances. If 'not determined', explain why not. The septic tank is metal, unless the owner or operator has provided the system Inspector with a copy of a Certificate of Compliance (attached)Indicating that the tank was installed within twenty(20) years prior to the date of the Inspection: or the septic tank, whether or not metal,Is cracked,structurally unsound, shows substantial Infiltration or exfiluation, or tank failure Is imminent. The system will pass inspection if the existing septic tank is replaced with a complying septic tank as approved by the Board of Health. AAD Sewage backup or breakout or high static water level observed in the distribution box Is due to broken or obstructed pipe(3) or due to a broken, settled or uneven distribution box. The system will pass Inspection if(with approval of the Board of Health). broken pipes) are replaced obstruction Is removed distribution box Is levelled or replaced - The system required pumphig•tnore than'fourtimes-ayeardue to broken or obstructed pipe($). The Tyrtem wi4tye3-s-- in3pection If(with approval of the Board of Heaith): - broken pipo(s) are replaced obstruction Is removed revised 9/2/98 Page 2of11 SUBSURFACE.gEWAGE DISPOSAL SYSTE-M WSPECT1oN FORM 4 PART A CERTIFICATION (contirxiad) NopartyAddrau: 457 Seaview Avenue , Osterville O'D4ru Marguerite Wheeler �"� � 5/20/99 C. . /FURTHER EVALUATION LS REQUIRED BY THE BOARD OF HEALTH: /Yr0 Condldons exist which require further evaluadon by the Board of Health In order to datermina It the system Is falling to prot►ct tr public health, salary and the environment. 1) SYSTEU WILL PASS UNLESS BOARD OF HEALTH DETERMINES W ACCORDANCE YCM 310 CIAR 15.303 (1)(b) THAT THE SY LS NOT PiNcnoNWO W A w.*LgER WHiGiWILLPRa=cT THE Pu8UC E(EALT1iAND SAFETY AND THP EX�oKUE)1T: Cesspool or privy la wlWn 60 feetof surface water Cesspool or privy Is wlWn 60 fast of a bordsring vogstatod wsdand or a salt marsh. Z) SYSTE)J WLLL FAIL UNLESS THE BOARD OF HEALTH(AND PUBLIC WATER SUPPLIER, IF ANY)DETER).4LNES THAT THE SYSTE FUNCTIONWO W A MANNER THAT PROTECTS THE PUBLIC HEALTai AND SAFETY AND THE ENVIRONI.IEYT: l� The system has a aopdc tank and aoU absorption system (SAS) and the SAS Is wlthln 100 Is et of a suriacs water suppl• ulbutary to a surface water supply, The system has a sapdc tank and soU absorption system and the SAS Is wltNn a Zone I of a putic water supply w.u. The system has a septic tank and soli absorpUon system and the SAS Is wlWn 60 lest of a private water supply wou. The system has a sopdc tank and aoll absorpUon system and the SAS Is lose than 100 foot but 50 foot or more from a private water supply wall,urtloss a will water ►nalysls for codform bacterls and volatile organic compounds if)6c4tes u' wed Is free hom pollution from that faclllty and the presence of t.mmortla Nuogon and Nusto N'Jogsn Is rQual to a l.s than 6 ppm. Method used to dstsrmine distance W19 (approximadon not valid).• 3) OTHER r r o e se . t -0-P--the Pightsida of the—heuse . revised 9/2/98 page 3orit r SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A CERTIFICATION (continued) PropomAddrsss: 457 Seaview Avenue , Osterville Owrw: Marguerite Wheeler D" of lrupoction: 5/20/99 D. SYSTEM FAILS: You must Indicate either 'Yes' or 'No' to each of the following: 410_ 1 have determined that one or more of the following failure conditions exist as described In 310 CMR 15.303. The basis for this determination Is Identified below. The Board of Health should be contacted to determine what will be necessary to correct the failure. Yes No Backup oFsewege(Rto laciNty-or-or"tbrrt componant•dueRo en overloaded or,6bgged'SAS0r•ce33p0ol. Y Discharge or ponding of effluent to the surface of the ground or surface waters due to an overloaded or clogged SAS or cesspool, _ e. / Static liquid level in the distribution box above outlet Invert due to an overloaded or clogged SAS or cesspool. Y Liquid depth in cesspool Is less than V below Invert or available volume Is less than 112 day how. Required pumping more than 4 times In the last year NOT due to clogged or obstructed pipe(s). Number of times pumped�. Any portion of the Soil Absorption System, cesspool or privy Is below the high groundwater elevation. Any portion of a cesspool or privy Is within 100 feet of a surface water supply or tributary to a surface water supply. Any portion of a cesspool or privy Is•wlthin a Zone I of a public well. Any portion of a cesspool or privy is within 60 feet of a private water supply well, -Y Any portion of a cesspool or privy is less than 100 feet but greater than 50 feet from a private water supply well with no acceptable water quality analysis. If the well has been analyzed to be acceptable, anach copy of well water analysis for coliform bacteria, volatile organio.compounds, ammonia nitrogen and nitrate nitrogen. - E. LARGE SYSTEM FAILS: You must indicate either 'Yes' or 'No' to each of the following: The following criteria apply to large systems in addition to the criteria above: The system serves a facility with a design flow of 10,000 gpd or greater (Large System) and the system is a significant threat to public health and safety and the environment because one or more of the following conditions exist: Yes No 4:Y7 the system is within 400 foot of a surface drinking water supply the system-!&-within 200 foetof-e-tributa(y-4oe surfaoadrinJciwg v+atersupPlY -- A// the system is located In a rtiuogep sensitive area(Interim Wellhead Protection Area IWPA) or a mapped Zone II of a public water supply well) The owner or operator of any such system shall upgrade the system In accordance with 310 CMR 15.304(2)• Please consult the local regional office of the Department for turther Infognadon. 1 revised 9/2/98 Page 4of11 I i SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART B CHECKLIST P'opeMAdre": 457 Seaview Avenue , Osterville D"nw: Marguerite Wheeler Date of Inspection. 5/2 0/9 9 Check if the following have been done: You must Indicate either 'Yes' or "No* as to each of the following: Yes No / Pumping Information was provided by the owner,occupant, or Board of Health. .None of the systemcompocrnts.l.a.uabaon puatpadrtopat-Jeast t;wo•weaka and•the'trystem hasbaaaaecaluisag w+sa►al.low rates during that period. Large volumes of water have not been Introduced into the system recently or as part of this Inspection. As built plans have been obtained and examined. Note If they are not available with N/A. _ The facility or dwelling was inspected for signs of sewage back-up. The system does not receive non-sanitary or Industrial waste flow. _ The site was Inspected fol signs of breakout. _ ry All system components,excluding the Soil Absorption System,have been located on the site. _1(ld�Je_ The septic tank manholes were uncovered, opened, and the interior of the septic tank was Inspected for condition of baffle or tees, material of construction, dimensions, depth of liquid, depth of sludge, depth of scum. The size and location of the Soil Absorption System orr the site has been determined based on: Existing Information. For example, Plan at B.O.H. _ Determined in the field (if any of the failure criteria related to Part C Is at issue, approximation of distance is unacceptable) 115.3021311bI1 The facility owner.(and.M_pAQIc.1f diflaraot if=nxcnarl.svataprnuidad.with ial=natioa on?h�o M nt—.ti ^I Subsurface Disposal Systems. revised 9/2/98 Page 5of11 i SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION PropeMAddrass: 457 Seaview Avenue , Osterville Owrw: Marguerite Wheeler Date of Irsspection: 5/2 0/9 9 FLOW CONDITIONS RESIDENTIAL: Design flow: g.p.d./bedroom. Number of bedrooms(desig Number of bedrooms(actual):6 Total DESIGN flown Number of current residents Garbage grinder(yes or no): �, Laundry(separate system) ( es or If yes, aeparatelrupaction.required Laundry system Inspected /e or no) p9,7.= �Q(�,Q�(,�(a Ilrm� G �• +b.06-q I Seasonal use(yes or no): / b 1 Water meter readings,if available (last two year's usage(gpd): ��7a 1� 6,Q Co/Ans r, a93 r h Sump Pump(yes or no):- Last date of occupancy:f� COMMERCIALANDUSTRIAL: Type of establishment: Design flow: d ( Based on 16.203) Basis of design flow Grease trap present: (yes or no) Industrial Waste Holding Tank present:(yes or no)Ae Non-sanitary waste discharged to the Title 6 system: (yes or no)AO Water meter readings,if available: JIA Last date of occupancy: OTHER:(Describe) Last date of occupancy: GENERAL INFORMATION PUMPING RECORDS and source of Information; System pumped artart of�n: yes or no) If yes,volume pumped: gallons Reason for pumping: l TY OF SYSTEM Septic tank/distribution box/soil absorption system Single cesspool Overflow cesspool Privy Shared system(yes or no) (if yes, attach previous inspection records,if any) I/A Technology etc. Attach copy of up to date operation and maintenance contract Tight Tank A1,4 Copy of DEP Approval Other !U APPROXIMATE AGE of all components, date instaked$f known)-end source ot•iAformation: Sewage odors detected when arriving at the site:(yes or no) 41d revised 9/2/98 Page 6of 11 Macomber Customer History Screen 5/24M Customer number 3141 Company. Name Create New Invoice Customer Name Gordon Wheeler Find Invoice J' JobAddress U-1ea View Avenue Jobcity Qsterville Find Customer JobState Add Billing Address JobZip Tel 428-6349 Print History Fax l Customer List Billing Address 289 Goddard Ave BiliingCity fkgDkline Print BillingState MA BillingZip 02146 Notes 8/2/88 pump 2 125.00 C.I.R & cover 120.00 8/2,5(88 $/2219I pump 3 pools 185.00 9114190 !8 241912 ump - Is 210M 9/9/22 8(,2195 pump 3 pools 320.00, 8/18/9,5 SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION (continued) NopeortyAddr",: 457 Seaview Avenue , Osterville Dww: Marguerite Wheeler Date of lnspoction: 5/2 0/9 9 BUILDING SEWER: (Locate on site plan) Depth below grade:, Q4 Material of constr coon' cast Iron 40 PVC_other(explain) Distance hom�rivate water supp y we1 or suction line Diameter,�_ C mments:(condition of Joints, venting, evidence of Joints appear tight Nn PV; rjencn of leakage . - SEPTIC TANK: af)C- (locate on site plan) Depth below grade: ZU Material of construction' concrate,4.dmsta{.Y�#Iberglass�Polyethylene+�other(explain) If tank Is (metal,list age f J4.ag@.conFVmad by Certificate of Complianc (Yes/No) Dimensions: 4n Sludge depth: tW Distance from top of sl dge to bottom affl of outlet tee orbe: _ Scum thickness: Distance from top of scum to top of outlet tea or baffle:•_ �,)) Distance from bottom of scum to bonom of outlet tee or baffle: /y110' How dimensions were cistermined: ifA Comments: (rscommsndat)on for pumping, condition of Inlet and outlet tees or-baffles, depth of liquid level In relation to outlet invert, stiuctura:-:ntegrhy. evidencs of leakage, etc.) eptic tank iG not nracnni- GREASE TRAP: !'s (locate on site plan) Depth below grade:.Al-4 Material of construcdonk)dconcfeta42mstal 4�4lberglass,l.) PoiyethyleneA�fothsr(explain) Dimensions: Allt Scum Wcknsss: PX Distance from top of scum to top of outlet tee or baffler Distance from bottom of scum to bonom of outlet tee or baffle:-11/2 Data of last pumping: Comments: Uscommandation for pumping, condition of Inlet and outlet tee& or baffles, depth of liquid level In relation to outlet Invert, strucrural integrity. evidence of leakage, etc.) Grease trap is not prPePnt - revised 9/2/98 Page 7of11 SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION(continued) Prop"Addreu: 457 Seaview Avenue , Osterville O' rw: Marguerite Wheeler Date of Inspection: 5/2 0/9 9 TIGHT OR HOLDING TANK (Tank must be pumped prior to, or at time of, inspection) (locate on site plan) Depth below grade: Material of construction:.concrete iametal&Fiberglas4ioPolyethylene f other(explain) AA Dimensions: Alf Capacity: 0 gallons Design flow: 4irgallons/day Alarm present Alarm level: Alarm in working order:Yes/VA No�/j Date of previous pumping: Comments: (condition of inlet tea, condition of alarm and float switches,etc.) Tight or holding tanks ara not Pracant DISTRIBUTION BOX:.�//✓�i (locate on site plan) Depth of liquid level above outlet Invert: Comments: (note-if level and distribution is equal, evidenoe of solids carryover, evidence of leakage Into or out of box, etc.) -Distribution box is not present PUMP CHAMBER:A i,ve.' (locate on site plan) Pumps in working order:(Yes or No) Alarms in working order(Yes or No) Comments: (note condition of pump chamber,condition of pumps and appurtenances,etc.) ump chamber is not nrPaPnt i I revised 9/2/98 Pages of11 SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION(continued) NopenyAdaess: 457 Seaview Avenue , Osterville Owner: Marguerite Wheeler Date of Inspection: 5/2 0/9 9 SOIL ABSORPTION SYSTEM(SAS):! (locate on site plan,If possible;excavation not required,location may be approximated by non-intrusive methods) If not located, explain: Type: leaching pits,number: 0 leaching chambers,number: leaching galleries,number:_ leaching trenches,number, length: leaching fields, number, dime signs: overflow cesspool,number: Alternative system: Name of Technology: Comments: (note condition of soil, signs of hydraulic failure,level of ponding, damp soil,condition of vegetation, etc.) Loamy sand to medium fi nP sand- No Ci gng of h:VHra„l j r CESSPOOLS: (locate on site plan) Number and configuration: e Depth-top of liquid to Inlet invert: Depth of solids layer: Depth of scum layer: r Dimensions of cesspool: .� Materials of construction: Indication of groundwater: inflow(cesspool must be pumped as part of Inspection) o Pi d not rn•tiinr i nf1nja C®SSA eeBspeels are dry . Comments: (note condition of soil, signs of hydraulic failure,level of.ponding,condition of,vegetation, etc.) s above PRIVY:Abe e, (locate on site plan) Materials of construction: Dimensions: y Depth of solids:. Comments: (note condition of soil, signs of hydraulic failurd level of ponding, condition of vegetation;etc.) Pri v3r i c lint—rt-@r'014t; revised 9/2/98 . Page 9of11 SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM WFORMATION (corrdi ) log",YAll": 457 Seawiew Avenue , Osterville su o {nap.coon:Mar Der f uerite ,Wheeler Dr.or g 5/20/99 SXETCH OF SEWAGE DISPOSAL SYSTEM: include ties to at least two permanent reference landmarks or benchmarks locats all wells within 100'(Locate where public water supply comas Into house) -------------------- ler 6 r _ y 5`7 revised 9/2/98 Page toof11 r SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION(continued) PropertyAddreu: 457 Seaview Avenue , Osterville , Ma Owrw: Marguerite Wheeler Date of Impaction: 5/2 0/9 9 MRCS Report name Soil Type_ Typical depth to groundwater USGS Date website visited Observation Wells checked Groundwater depth: Shallow Moderate Deep _ SITE EXAM Slope Surface water Check Cellar Shallow wells Estimated Depth to Groundwater Feet Please indicate all the methods used to determine High,Groundwater Elevation: Obtained from Design Plans on record —: Observed.Site(Abutting property bservation hole, basement sump etc.) Determined from local conditions - Checked with local Board of health Checked FEMA Maps !O Checked pumping records —L/Checked local excavators, installers Used USGS Data Describe how you established the High Groundwater Elevation. (Must be completed) Used water contours map . Gahrety & MIller Model 121#11 gy revised 9/2/9,8 Page 11of11 ( •r•'rT.—Rlre�•s7— rnrmr•nlsnlu-f.nrnRr�rlrn-I.++s.I/1rnt'nm re'w1J►111r7s:RT .rir-+7-r-.v�rl'r�.....r••' I TOWN OF BARNSTABLE WARD OF HEALTH SUB� A-•tn-r••.-::.—r, n�,�mSURFACR 9I:HAGF: DISPOSAL SYSTEM IN�S�!'F�CI'ION FORM - PART D .- CERTIFICATION _ -TYPI OR PRINT CI.EARLY- PROPERTY INSPECTED STREET ADDRESS 457 Seaview Avenue Osterville ' ASSESSORS MAP, BLOCK AND PARCEL # OWNER° s NAME Marguerite B. Wheeler PART D - CERTIFICATION NAME OF INSPECTOR _ Joseph P. Macomber,�Jr . COMPANY NAME Joseph P. Macomber &' Son , Inc . II COMPANY ADDRESS Box 66 Centerville , Ma. 02632-0066 Street Town or Clty State ZIP COMPANY TELEPHONE (508 ) 775 - 3338 FAX (508 )790 _ 1578 R q CERTIFICATION STATEMENT I certify that I have personally inspected the sewage disposaj system at this address and that the information reported is true , accurate , and complete as of the time of�inspection . The inspection was performed and any recommendations regarding upgrade , maintenance , and repair are consistent with my training and experience in the proper function and maintenance of on- site sewage disposal systems . Check ne., System PASSED The inspection irhich I have conducted has not found any informatio n which indicates that the system fails to adequately protect public healLh or the environment as defined in 310 CMR 15 . 303 , Any failure criteria not evaluated areas stated in the FAILURE CRITERIA section of this form. a � System FAILED* The inspection which I have conclaicted has found that the system fails to protect the public health and the environment in accordance with Title 5 , 310 CMR 15 . 303, and as specifically noted on PART C - FAILURE CRITERIA of this inspection form . Inspector Signature ' Date .��ZP'SZl�ii�3i�T.iT � - �•.JS.G•� One copy of this certification must be provided to the OWNER, the BUYER ( where applicable ) and the 130ARD OFr HEALTH. * If the inspection FAILED, th'e owner or""operator shall u d within one year of the date of the inspection, unless allowed ortrequiredm otherwise as provided in 3.10 CMR 16 . 305 . partd . doc 374 C u&cess Sh-eet Suite 604 Boston,MA 02210 --__—— —, - — - ' ——— — 1 r_-- , Telephone 617-4224952 Facsimile 617-422-0962'. ostervoc,MA I — Telephone SOR-420-6296 1 a 1 I www.kentduckharn-con'1 1 Awl l I 1 I I 1 {( 1 B I 1 � 1 1 I 1 1 , 1 I 1 1 A V" A701Awl i I c -------� I issues »� p A301 — .— — —J — "mA` I r— 09113m5 C—C.-- 1 I I t �I i ,; . . =J 2 IIR1A5 PamSSa AW1 -- M 1 M -- 1 1 � SS rSi I. ' I - CS i I ( A20t. Revisions I I I SMIR WALL sraa o�ALI I I N®bu pram t, EDGE OFI Wall EDGE OF YKI I 1 BELOW(AS-w") - ( _ I 1 l '�--7-5 W" ` 1 Azoz I I !! tm6Hf(O x r�ABW. ;\ A3E02 Sm"LIKE I ! Atoc !I 1 1 Mc I I ! ! 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TeloFacsi.mne 'M. b �_'�` � ROUTiI CtBtH.wmt ur.CONG BAS£(TA1T� 617d22-0952 M DRAIN)ON COPPER FLOOR PAN.CON.UP Facsimile 6L7d22-0962 4 ----q�EElW1 4 1 � gtE�,GA�11---- WALL UK 1Z.(B) vt CFHENIIWOS'MNOER ., 11, t5-S BIF AT ALL SURROUNDING WNLS W/CERAM 0.t a lle,MA i:54' I I 1M/11M IDLES7HROU0DUF(TES),SEAT.All Telephone I I JOBMS(C)CLASS PAKMM SHNL BE •S014214M6 FR4l1E1E55 TEYPERFO IAIONt GLASS wIM AN w .kentducklwn.com 29.WW MASS DOOR W/SS.GRAB OR HANDLE I I m e EPDY WEAKER STRIPPING.M PROVDE 2C I I ROM FM.HT.WAIL AT BENCH(F 1 1 I pt APPIKJBIE).(d FICN SMWR R ro PAVE A I BURHN NICIff VAIN w YARBLE SBL%umi011 9 R1 I I LBO.)Nt iM,A18iNG FO(RIRES 6 M BE- 1 I b B a - - L - _ ® m ATB, NOTE s s.Tmm urw MaMNE SIELVNG ON WHITE A001 ftp YENM STNmARDS AND BRACKETS PROVIDE f i WOOD'S i SOLID WOOD BLOOONG AS FUM. ftl � FLOORROUGH I GARAGE - R1 � 1 I I A201 I T I 1 1 ib - i 154 HEIGHT — — . i T IOFP- -- -- - - I I WALL BELOW ° i I DO H _ _ _ i M NT�G I I tv. D i i I . f . y N I C to ' C I "' O ImU PDINSi i y, AJ01 . Awl m EL a+64 - I -- Issues - s Nom6e DYc Dei°riprim p T E' WfRIETO SOFFB� T D ATOt ' At01 Aw, 4$H(AM• NOTE S — J _ 1 09/1300 C°ns[ommudm _- 6 Pt ROUGH)O� SQ NBGNr FB HOWb 2 1141IDS P..a sd NNEEwN1 Ni P2 Y ---- I,� I NOTE S NOTE 3 m 2" \ WOOD \S I MAN ff to S '+,�i' \ - - BEOROOY z t,lY, •-„K _ - -- ALIGN WITH WALL BELOW e TtN1 I1 -- AREA DORMER RAY AM - � 2PW ,Am Revisions rmtl WALL 0F1Dw -- 2s3 PARTITION ® ® o 6 N�aDimroBELOW - D UP QI I W ALIGN W/WINDOW BELOW -- A202 ZQ S-71E S-gf S-6 NOTE t 1 - FOYER F1H1 1 bllI � ALIGN W/WNWw�- f ®YUN RouGN I �I`1 V B_DOK TV m - B BELOW PARGRON d E1D-T(255WI '•' F- ILSIR Ott 204 -* /COAT CLOSET PARTITION COAT CLOSET ZO'tll V -_I-••---__-_'� _- WOOD CIedby: ___ - WOOD I ® Dmmby:DC f � aDOKGLSE BWIS IN --- / ALGID W/ NDOW S'4 --_ • •r ® BELOW Wheeler Residence � vs� .. `� _ '., � 457 Sea View Avenue -- ------ - - Ostavik zO TRAY aD ABY lYll11YOJ A f _b OAY_— A1Xx/w/BAYWINDOW I• I _ *.. Ti-S�Imalr >7 BELOW SITTING AREA _ I -/" tea`• �, ------------- r BATH 2 SECOND FLOOR CONSTRUMON PLAN RIDGE ABV.J 1FP tr-vc � z — x x Y W x T — — x 7 T Am /C A401 MAIN B1ALB111G M. - AAO, OF Rr06E MIDPOINT I_S,(• S-dGRO. S-dER0. 66C ' S-w B--IOf -10Yi B-9" 04047.00 . *g-y� S-eKRA S-B1ER0. '-NC FtOK - f f f S s 0101t.00 f f ,-10, 26'•V r A102 _ 9r A � AtROL w/cFNiFR Dmeteurk A202 A301 OF RIDGE ASV_ 1121Af - - MERAl OpF(Sr NOTES(A101-A103} '::W_; 74S SHALOTESL DOUBLE 4 OR .,. (q Au�,cLt ='T{ENr DUCKHAM 34-C ANO OOUNLESS�OR ENTRY poORS�ME �� - . d$ Architects Inc • td-ti CENIEIttD IR,lPSS OTt NOTm E f S f 4-C E 4-f Y-S S-9f Y-6 to'-d' ALL GH FRAMING 2=C t68 Y-d' 4•V (�pp x DutOmoNs-G.0 TO .. 4-f 9f-6 - - CDOEIORTES SIRICILI VERIFY AND AUGHT Nf AS NOTED ONE j74�wNm Bo Congress Street Suite 604 _ _T1 Boston,MA 04210 tf • ® (C)ALL ROOD FRAMING ESSUR TKATES BUTTING CONCRETE . SHAL ff PRESSURE TRFi1TFD Telephone . . I (0)ALL CASED DPEWCS(C.O.)SHALL BE0952 CMA6ffE DOOR LAW PT. t I I $i FPA ED OPFI+NGS.U.O.K.CO.Des--PDa4f Faa m;k 617-4220962 DKs.HOT R.C. mlre. rne�ero1n1L1w AL O�TFRDR Ostervilk,MA b I- i III WALS SWILL ff PRERPPED CLE&K WRITE Telephone .. to I I 1 I 5Da-420'S2�6 CEW RM SHINGLES(SNCH YAXNUY I 11 I I I EXPOSUR))6RH WOVEN DOR11ER5 ON ps(NO TfMo ON 216 AT t www.kentduckham.com 1 I III BUILDING PAPER(NO d _ 1 1 1 04.WOOD Cgt6iR11CRON FM16HG wnw 01EW SPRAY E7IPMAABIE FOAM DWATION - I II I I l AND All ML VAPOR BARRIER(SEAL ALL SHIMS). I I I NOENS (F)FOR AL CHROME CCAT ROD AID r�6I.9�PfDYAE AND Ospl1 WERIFID GtRIAE 1 l I MMNE VEL60.R SIBLF _ b I III MEDIROOM CA SHALL HAVE DOOR OPENERDOOR WITH�C 1 1 I� 3 TE M FOR AIITUNEIL E PROVIDE R`.r ERS n m I�1 6i GARAGE I.I I - - - I I 1 E A301 �Onomm IDAND BLOIXD6 AS RED•0; 1 A301 CDNG I I I I 1-p,-5 (G)FUM FLOOR ec l%MRW WALS(ONLY) SHALLOTRw NOTTED CM ANYw B AY o+w UNLESS. OTH ER.GARAM I g_5 FOE• I I 15-pr I I COUND SNA EWE L REC 14AUTM AS FEUD. b 1 t I I EN (H)ALL BLUESfONE PORCHES AND PORTWS SHALL _ To A201 I Y I K4W A IZW TREAD STOCK WRH A RDCK•FACE . Y•imr 7-df 2W 205 Y-T•- -ST YQ 4-� EDGE MOUND THE PUUMEIER- I I I I (G)PER FLOOD MAIN RFAURDAENTS.ALL yr I I I STRUCTURAL MEMBERS LOCATED UNDER THE 1e I ELEVATKRt SHALL ff MOUE OF A 2.SO NOµC�tO6TVE,OR pRESS1IRE•TfBiATED Mmum(ND O(CEPIDNS). -;ate^ _ Li TECH.ROOM b 7,.;.. ji ELECTREALCLOSET l I r��� s5 to NUMBERED NOikS: i"I'. AY` 4 „1 FRONT TERRACE . NOTE 1WIH IXtP O _ I \ NOTE 1:�AROUND BAY PROME)CAULIONG AND •s$ SEE NYGS '•� I" FlASFOIK:AS REC0. \: V '" r - . 1 oN A o I. I(,A50�• ® . . I HOLE 21orw NG BM- FLUSFt St0slowHEARTH AO, Wis : Sd BENCH NOTE 3:S II-17 PLASTER VENFflt SOFFR OVER BATH _ r - SIDE PORCH ---- t" SHIRR SOFFR CURB. FACE SEANCE A1GN WRH - _ SFROSHHWR.FACE CUB. b - NNN BUDDING ` I t MUORonM ROUGH n R Sim DITRY 11 �� REAR AJC07 tDIE 4: ff-BY•SUFMOR FTRERACES OR ' W"NT C EL a-1'4r(14.0 EQUAL WUH B-VEt ING,WO PREFABRICATED ( � I _ A301 MANTEL BY•HDRNER MUWORK;AD GRANITE _ µ.W Dee Demiprim " b \ 3 1 1 -- 11 (SERE�). FLUSH tdW f.YLAMit HFI�RLH t 09A}DS Cm.Camm . d c.o. `► -- - _- D _ _ --- - A307 Y--ttr £ --a t Y COAT CLOSET C0A ClaSE ' COAT CLOSET I I NOTE 5:BAR UPPER DAOtE&-3 S DOORAND UPPER 2 ND _OU to — Y6TH FTSET GLASS W000 2 II21At PamhSa b + FLARE 1 ..I ' A t FWl AM. L to tP NOTE 6:AD=_,PANEL"PROVIDE AND INSTALBEYOND 30•x3? (TYP•) L L 4.S? L_1q m FLOOR ACCESS PM41 WDH 4 FUM INSULATION . YUlil-PURPOSE 3S ON PANEL AND PWD HINGE.CENTER PMO- -- ® E YDTH CENTER OF CLOSET DOOR LAMINATED POSER 2 m Ar- Id SfOG>o I WASFI I DRY I ---- D y$ NOTE 7: am DOOR H SHOWER�GRAB UNDER UNDER -- _ DOOR HANDLE AND EPOM WEATHER SR�PNG . UNDER UND Hr.OF SHNR DR IS TO AUCH WRH BATH ENWY OR HEAD HOGHT.PROW=tC AR SPACE w-00. RiRG IYD WALL CPBS i ,Y I�i.� £ AEDYE am OR FOR VeMA IDN. - B K _ PANTRY 481Q4:e1{ �• Ot ' I•,�I r , Y NOTE ti•95TDOOR.sHoM-1x3 CEDAR FLOORING ON /2 I •+L•. _ , W P.T. SLEEPER ON Y CONC.SLAB B ON GRADE(TAPERED To DRAT)M COPPER PAN RcVjgjppg MICHEN ` y 2 ON 4 CRUSHED,COMPACIED STONE. CHAIN TO FOYER t•-d E I I�'`_ [300 � A20t DRY t�L OR CATCH BASIN PEFTR TO CML Nim6c ,LYe Demryem EtTMDOAt� (GUFSQ `- I ---- DRA S B l I® .ti .. � .r• ttt b ti EA W 36 Y •FEWtIf J rz 1� to 2 Sir 3 KITCHEN ; o E m F . 2 _ o j Y 111r - PANTRY 14 A7D2 ' o CtM1IFTR - --- � I ,uCommC011NER5(rm) 1 � � GUEST BATH A 4Y HEIT2IT I_--- " Tb S. ® ® \ 1 WIG DA6m s11PFR >t - Y4. . f NOTE I � 8 OI0R;H I � MAR NAIL �®t -BEARING WALL fL a Df s ) s - 4-tOli• 51� . trw --------------------- E ---- _ — — _ —— ---- - ------ A302 tY-QW-C�. - Y-Y 1.." %1 q. BOOK Diaan by:DC :. •I EA EO . ,ir BOOK 1 . 2 I '�I NOW(•. TYO1B. T-i.. L. EG OO I I � i'`I -'�-r• i- I 3'4 I I � ;I to E beEAKFAST AREVv Wheder . r� 9J1610NE,BARD+ $ z rt e Al I NOTE 2 I p GIG.FOLD 0 Sea View Avenue I F I1 Q 1 - to VJLQYL1eN MA 02655 ROOM --} FAMR.Y ROOK DORLER ABV.J 1 1 SS I—'LLIaJ- NOTE 4 I •' _. FIRST FLOOR CONSTRUMONKAN N ,n LR I � d t�� I I • i 1 Y-01�R.0. 3-[Bi• 3-9r 4'-6 HIM•? RIDGE ABV. d i+f 7-7TC -+ . 48 T-E t4-9L' -QKR.0. OTPR0. YJTCRA. •O F RIDGE P ARV. _ 6 5 lgmHiwea INO{IpD Y a �f ,� . ..7y_FIP........... .............................. .sU-p euFFCT4 urlE .............. .. ................ .. ` 57-af BUFFERLRIE• ••• •A• AIGN W/CENTER T1 .. A101 1 OF RDGE AW. 1121AP . A202 Cesspool Cover& ohw / -------ohw 1 / / / ohw ohw--------_ I 1 // / S \ + - e I ' //^� / �40' Wide-Public)Ver�[/e x / 11 + to- �' •'�'� A! i. .1+ + l + Edge of Pavement ' / .• I - ` N / / f0 / Z 1 �''-- / i a + + / h /IA 9 / �: PROPOSED WATER / / +;! + + t / `so. / / LINE / + / / +: + / (SET NOTE 2) P / / j i+l + + /' PR POSED j' I .l+ 1+ ENT / / 31.0' x , + 7 7H-2 I / / I } + + / m / /•/ // // PROPOSED o L ACHING AREA I I / / y + + + I+ A / T -3 I + / + / CD o PROPOSED v + +, + n Z D-BOX o 0 0 < I I ;i, J. 1+ I+ �„ I I rn + + N Flood Zone from FEMA Map N' PROPOSED °�' oo'� I $ e 0 3 ,� Q. : i�: + I i I Community-Panel No. 25001 0016 D ti(b 2"� FORCE MAtN o I - I •� ; + + + +; + / ' i Map Revised: July 2, 1992 to I I i + +: I + I V / I 61DfI l: Ind 0 + + + / \ + I 3 O / OHW OH H i + M- It I \ 2 p 4 I \ (SEE NOT ) 8 \\ \ + +� 1+ +�+ �Q \ U (LLJSEE NOTE 1) 1, + I \+ C I /+ + I+ d- O \ '' i + fi I End of Bank 1 / i + ; + t+ - / -14 -� l / �• + � �4.57 - \ + + J l I N 86 311" W J.. Lot 6 / / , / � l + : + + + . l / +: + + Top of State Defined �' \ \ �/ / o// / �• t / 15' Setback \ a Coastal Bank \ / / , / :'. .\ !• + fir+ + + + 1. -- -- A-& - - •---- (SEE SE3-4369) + + + + + +' l t End of Bank .►� \ \ �: ° + _ I + A5 tefated We Id + + + ' \ Edge of ' I \ Flogged b SR 11 UG 0 \ First Floor E1.=15.4' O s PROPOSED'. PLANTINGS B/DH C \ \ filtd 447 `�.° o ( 1 , oi. ''••, \ 5,950 SFf + \ ! \ O- wood Framed Z \ ni +'•.,. LANDSCAPE + . \ Dwelling nl\ I `i \ I'.. \ I \ 0.8' C a to BY OTHERS+ A3 i I , \ \+ + + + \ A2 \ I \ +. + + + i 1 + + o o +. ...+ i � _ I CO Nr \ / \ PROPOSED / 12 / I \ ' ► \ .PAVED \ + I � Y \ I 1 \ Lawn :: R VEWA + Match Line With Top Border \; \ \ �+ + F �' \ \ I+ + \ 1 \' + + + �L + + + PROPOSED ❑[�O©❑❑❑ 2„0 FORCE MAIM i \ ©❑ ❑ ❑❑ \ l + + + + - i _5 oM \ \ \ + + + \ \ 1 \ > o \ THL1 \\ ❑❑ PROPOS D Q PUMP CHAP6ER 00 PROPOSED \ \ SEPTIC TANK \� \ � \'• SEPTIC NOTES \ 0 ❑ \ ❑[] 1.The Proposed Septic Upgrade Requires a Variance to MI , I 310 CMR 15.211(Minimum Setback Distance to Property Line) \ i p - �❑ I \ 10'Required-4'Provided(Westerly) \ 25�' \ ❑ ❑ I 10'Required-8'Provided(Easterly). 1 tar 2.The Proposed Septic Upgrade Requires a Variance to \I 310 CMR 15.211(Minimum Setback Distance to Water Supply Line) ❑❑ \ 10'Required-I'Provided 3.The Proposed Water Line Shall be Constructed in Coordination With a i Barnstable water,and Shall be in Accordance with 248 CMR 1.00-7.00 DESIGN DATA &310 CMR 15.00.The Water Litre Shall be Sleeved Where Required Single Family-6 Bedroom Upgrade \ , P R O P Q)E D ❑ 4.Location of Utilities Shown on This Plan Are Approx.At Least 72 Hours With NO Garbage Grinder PROPOSED LEACH PIT i DWELLING : I Prior to Any Excavation For This Project the Contractor Shea Make Daily Flow=110 x 6=660 GPD FOR ROOF RUNOFF (TYP.) \ \ 13 the Required Notification to Dig Safe(1-888-344-7233). Septic Tank:660 GPD x 200%=1320 GPD F.F. EL• 5.The Contractor is Required to Seem Appropriate Permits From Town Use 1500 Gallon H-20 Septic Tank �� \ l ❑❑ \ Agencies For Construction Defined by This Plan. /f' \ \ ❑0 6.Install Risers to Within 6"of Finished Grade, LEACHING AREA 7.All Structures Buried Four Feet or More or Subject \ to Vehicular Traffic to be H-20 Loading. 660 GPD/0.74=892 SF Requited �'7� I O 1 \ I ,8 / 2 St 3 w f 8.Septic System to be Installed in Accordance With 310 CMR 15.00& Sidewall=2(l V+6Z)21=288 SF i r.. """" Dwelling ......... . ... .l Bottom Area=(10'x 62 =620 SF F ... """"'"•• 248 CMR 1.00-7.00 Latest Revision and the Town of Barnstable � EMA Zone C G� � 1❑ '\ Board of Health Regulations. 908 SF Total Provided e-�� 1 i I i \ 91 All to be Sch.40 PVC. V1 \ , ❑ 1 lo.Inlet tTeesShall Extend a Minimum of10" LEACHING CHAMBER DESIGN 1(e/ 76) ��� w I j ..................... RUCTION Below the Flow Line. \ \ I K LIMIT All Pipes to be Schedule 40.Use 11.An Outlet Tee Shall Extend 19"Below the Flow Line. \ „i•• " SILT FENCE \ \ 12.Existing Septic System to be Removed,or 1-500 Gal.Leaching Chambers in a I 10'x 62'Washed Stone Field as Shown. Pumped and Filled With Clean Material. '\ :•O �• i LMON LA�oSCApE o . i \\ . PERC TEST: 10,904 // ..... cn OE O, ,WO 1-01T FENCE5II Edge.°f �� `� / ' PERFORMED BY SULLIVAN ENGINEERING / / / I ' ' ' . . i E S W l / I WITNESSED BY DONALD DESMARAIS,R.S. FEBRUARY4,2005 / �� ",. A �_ D5 Stone Wall II TEST HOLE-1 s.5 TEST HOLE-2 .I6.o TEST HOLE-3 L.16.0 / / , / t---- -� \� - T - D4 - - - - -8- 0 LAYER IOYR 2/2 O LAYER IOYR 2!2 O LAYER IOYR 2R - -1 / �� \\\ - - - D3 ...........- • -..- � � - - - ., 11" VERY DARK BROWN 7 6 4" VERY DARK BROWN 7 VERY DARK BROWN 15.6 - / / -( -- \ ` • .► E LAYER IOYR 4R E LAYER 10YR 4/2 ° E LAYER IOYR 42 / 1 / ! J D2 DARK GRAYISH BROWN DARK GRAYISH BROWN DARK GRAYISH BROWN / I ..... - - ' �.\ 13" SANDY LOAM 7.4 10" LOAMY SAND 15 2 11" LOAMY SAND 15.1 / / / 1 O °f I B LAYER IOYR 5/4 B LAYER IOYR 5/4 B LAYER IOYR 514 \ 11- / - pF °O� Wood Bulkhead D•�.. ...• ••y . - ti i Landward Edge of Dune YELLOWISH BROWN YELLOWISH BROWN YELLOWISH BROWN �� i Flagged by E_NS_R (11/AUG/04) 30" LOAMY SAND 6.0 8" LOAMY SAND 12.8 36" LOAMY SAND 13.0 __1p_ �'� � / 1 C LAYER 2.5Y 5/3 C LAYER 2.5Y 514 C LAYER 2.5Y 5/4 ! - - LIGHT OLIVE BROWN LIGHT OLIVE BROWN LIGHT OLIVE BROWN - MED.SAND _ MED.SAND 120" MED.SAND 6.0 8" GROUNDWATER ENCOUNTERED 1.2 3" - PERC TEST 11.6 NO GROUNDWATER ENCOUNTERED - • 0.4 25 GALLONS IN 16 MIN. - 71„ <2 MINANCH 10.1 . .. ... .. ....... ./.. . .... - NO GROUNDWATER ENCOUNTERED _6-- - / Coastal Beoch i i - - - - - Al ° - - - - - - -3- - Pam Pow«Qneof Contra, ♦ i � � � r-- L I Wdh Federal.State gf 0 am d _T\ Soun1;�� Pump Chamber Plan View Detail - _ et Not to Scale - _ NantUck o CO rom fk onk Ord Cowr - OVERLAY DISTRICT. Ad i:w ``"`Fit. AP - Aquifer Protection District : '` kar sec& e• C«npooted FAI an If ru F f -f/9' /2 F«er°M Pea Stanf : •i _ • _ ,-.,_..,__ ,�"_a•. i' As Shown on Plan Entitled . s =- � , -�, ►� � ' MM.2'-Cover ,EL&aw„�r F "Revised Groundwater Protection ©r. ' ...� tMf,- J/. _,f/?. Overlay Districts - April, 1993 .. o ,o Pu owbM Washed fl Pu ,off ET.4. aLEAMER stone. .• ••,� .,4e'' "- •{• s.=re at r e Y .eo vre a-2o ", j)a r, ► p tr"Itam Ei.1.15 I ZONE: t stone YM. Z �.. t•q•�'�'fi 4 + � 4 Pump Chamber Section Detail Leach Chamber Cross Section Not to state Not to scare Area (min.) 87,120 SF ' Fron toge (m in) 20' Width (min) 125' Setbacks: Fron t 30' , Side 15' 4 B. Rear 15' v.c EL.la.e ° LOCATION MAP: F.F. .13 FLOOD ZONE: Scale: 1" = 2000'f F.. 10.a Zone B, C, A13, V11, & V17 (see plan) nn n [iCommunity Panel No. ASSESSORS REF: see po-aa, P50001 0016 D • Proposed tsoo Callen Proposal Iwo 0.11- now E up/rers Ce0Mg Ch b«, - July 2, 1992 .Map 138, Parcel 33 Saptk rank PP Chomb« M-20 N-20 s sou M. %bt-W_./SW d Wbt•wa.W/S".d e/Tea(2)Croat.of Asp+«+d S,aant w/Too(2)coot.of AA-d seawt OF n -A FLa, a. PETER DIRECTIONS: SULLIVANFrom Hyannis - Take Route 28 into Osterville; At the lights Developed Profile of Proposed Septic System ;t•• 2•4 r e 29 M by White Hen Pantry, take a left onto Osterville-West AdAmfmfnt t.2•Feeruary 2(05 C� 9t1u Barnstable Road and follow to the end; Take a left onto Not to Scale CYoundwal«.EL.,.? Main Street; Take a right onto Parker Road; At the stop v sign continue straight to end of road; Take a left onto Sea View Avenue, and house is on the right, $457. TITLE: PREPARED BY. PREPARED FOR: NOTES: Site Plan Sullivan Engineering, Inc. CapeSul 1.) The property line information shown wasPro osed Im rovements g� Peter G. & Kathryn Wheeler Trs. compiled from available record Information. PO Box 659 7 Parker Rood ' (n At Osterville, MA 02655 Osterville MA 0265tf 6 Primrose Ledge 2.) The topographic information was obtained �/�� Avenue I (508)428-3344 (508)428-3115 fax (508)420-3994 (508)420-3995 far Essex, CT 06426 from an on the ground survey, performed on 457 Sea View � •venue PSullPE@ool.com copesurv®copecod.net or between 191NOV104 & 23/NOV/04. Barnstable ° (Osterville) Mass. 3.) The datum used is NGVD '29, a fixed mean Draft: JOD Field: RRL/WHK 20 0 10 20 40 80 sea level datum. DATE: SCALE: Comp/Review: PS Comp/Draft: WHK/RRL August 2, 2005 1 ��=20� Proj. # 24022 Pro 'ect # C393