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HomeMy WebLinkAbout0007 VINE AVENUE - Health 7 Vine Avenue Centerville U A = 226 026 TOWN OF BARNSTABLE Ec LOCATION U///P_ 4Ve— SEWAGE # 200 t ---11,"Z. VILLAG}�'-- ®'ASSESSOR'S MAP & LOTI�?.2. Pllz� INSTALLER'S NAME PHONE NO. �GCe tT' SEPTIC TANK CAPACITY LEACHING FACILITY: (type) NO. OF BEDROOMS �I i BUILDER OWNER Waaltrt PERMITDATE: 13 11 I COMPLIANCE DATE: 2— 7`a 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 eahing facility) Feet Furnished by r r7 ' i 1n a � a � o J 4 d No. ) , Sp.00 / ' o��� �� t� i.,i�'•LO, �021.b'1� ..._ Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in wmputer:. Yes PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE. MASSACHUSETTS Apprtcatton for Mtopooal *pgtem Com6truction Vernntt Application for a Permit to Construct( )Repair(, :)Upgrade(X)Abandon( ) R3 Complete System ❑Individual Components Location Address or Lot No. "7 1/I IV E AV L . Owner's Name,Address and Tel.No.6-0 9 — 775— &"j e- q-►.Ga+A 1j')4SS • WooDRiry RiBAL G5t/afG� T2 l Ct.^ 2 E/w'I e -7 V I IV I/L Assessor's Map/Pazce /, 0 2.(o Installer's N Address and Tel.No. 7 71 —V � Designer's Name,Address and Tel.No. 5o �-�� e� —z PY�rKE2 l2�• !2 V 1 L-LL, rY1 S Type of Building: Dwelling No.of Bedrooms Lot Size 10j 9 00 sq.ft. Garbage Grinder(NLp Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow L/y O gallons per day. Calculated daily flow H U ( C_F>D gallons. Plan Date P o U. 1 )-4 -ZOO I Number of sheets I Revision Date Title 5tTt PLAN — PIZoPoSED 5 PTIC SYS1 44 UPG--r,4120 Size of Septic Tank 00 C-14 LLGN- Type of S.A.S. I z'x 3 fo` (ft RE{2 Description of Soil 0-fill vli' •r Hv 4�0 5 r— ( u� rOIA- D yi 3 n U �" 7/ Nature of Repairs or Alterations(Answer when applicable). Date last inspected: DESIGNING ENGINEER MUST SUPERVISE INSTALLATION AND CERTIFY IN WRITING Agreement: THE SYSTEM WAS INSTALLED IN STRICT The undersigned agrees to ensure the construction and maintenance of the aforAdWAbAk%Esft pMe 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 ued by Board of ea iss l Signed Date 21 Application Approved by Date Application Disapproved for the following reasons Permit No. 2001 - 762, Date Issued z Fee Entered in computer: ✓ �' THE COII�IMONWEALTH OF MASSACHUSETTS Yes PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE., MASSACHUSETTS` j 0[pplication for Oiopooal *pgtiv Con.5truction Permit Application for a Permit to Construct( )Repair( -)Upgrade(X)Abandon( ) JZ Complete System ❑Individual Components Location Address or Lot No. "T f V 1 N E A V L Owner's Name,Address and Tel.No.$o& — 775-- S 6-1 W o o 9(Z.t rv� R en Lv,s*iq't T 2 Assessor's Map/Parcel t=t n}e!v'I/� '"7 V f/V S VG /)'1 2.z f. /� o z. (o C r A f c-V 1 L-LG 4 M A S S Installer's N e,Address and Tel.No. -�9 I —y Designer's Name,Address and Tel.No. ar a - L'1 -9 -3 3 y y k e), �c' SUL-LIV/91W a"RIrVE�R�IIVG , �g oSF._r ­7 R. 1ZD r � Type of Building: J Dwelling No.of Bedrooms Lot Size lO., q UU sq.ft. Garbage Grinder(NtV Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow 44410 gallons per day. Calculated daily flow H U 1 C-f D gallons. Plan Date N U L/ 1 Z. 292 1 Number of sheets I Revision Date Title 51 T E P CA N - PR-(POSE D 9 a P T i c S YS t C-/Vl U 26-1- I D IS Size of Septic Tank 1 00 G-,a L4.Ow Type of S.A.S. I''A 31,' 4PIW �.tip�PER Description of Soil Q_7" Y;i U t .Yau ! 7.-5>t'.-J/I g "- 6'4 o r� rc 6Y"OV- 1 -4,r7, ,-7 iggl�y) lou UZI„�35'� Cvr/d,�P_ � �`- l� 6'rf0 1 f Iu�,"r—- ', ,/ 7 SI1�e�:i 1. �U�/ lP��i�J G�fad fS � t� ! `.tA/!f1�� �U � /� 9 U Nature of Repairs or Alterations(Answer when applicable) Date last inspected: j r 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 bee i sued by t ' Board of,, eal h Signed _ I. .- Date -Date-- Application Disapproved for the following reasons Permit No. 200 1 - 7 Date Issued f F �, l S - THE COMMONWEALTH OF MASSACHUSETTS a v x T k 4 / BARNSTABLE, MASSACHUSETTS Certificate of (Compliance "w THIS IS TO CERTIFY,that the On-site Sewage Disposal System Constructed( )Repaired( )Upgraded(�) Abandoned( )by , at —7 V I Nl Ail t5 „ C.kA 161/f L-(-: i1114 5..!r has been constru6ted in accordance ` '° ' ao�r -'76z � ' with the provisions of Tide-S and the for Disposal System Construction Permit No. dated 1��1 Installer 11 k. Designer Su l i (/�/V E/VG 1!V Cm 21,fyG , /I1/ G.. The issuance of this permit shall not be construed as a guarantee that the sy tem will.function dW.as desi_ ed. Date �" �� y Inspector A,.t4 --------------------------------------- No. 2 W I " W Fee THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION - BARNSTABLE} MASSACHUSETTS Mi!6po.5ar *pgtem Construction Permit Permission is hereby granted to Construct( )Repair( )Upgrade Abandon( ) System located at --I V 11115 A V f , C 1^41&0 L L E , !'Y!ASS and as described in the above Application for Disposal System Construction Permit.The applicant recognizes his/her duty to comply with Title 5 and the following local provisions or special conditions. Provided:Construction must be completed within three years of the date of this ermit. Date: I 1 /fC l(l 1 Approved by U. _4�� I ' x x TOWN OF BARNSTABLE E�- LOCATION 57 14//1 SEWAGE t `76"Z VILLAGE _ ASSESSOR'S MAP & LOTC29 � f 6 INSTALLER'S NAME PHONE NO. 6 Q' j SEPTIC TANK CAPACITY I 71rr cum LEACHING FACILITY: (type) Sao �a-j G-ej (size) NO. OF BEDROOMS BUILDER OWNER PERMITDATE: COMPLIANCE DATE: 2— a 7-0 z 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 lejhing facility) Feet Furnished by --;30 aJ ✓- o O ^C y Ile) \ __ 5 (40' Wide — PrivateWay) _ (not constructed '0 \` - - - - - - I Eo ! — — 4/� i � BSI? III I \ \ I O 15 MIN BAN CoASTAL \ eels O 01 Covered Porch \ \ v { D-Box —MIN. N — /fL24.6 w R Pe Wall I N zY 24 —120.00 -- 4 W--- l Stone arking Arco 1.y 36' in C � ,Edge of P ent V§nv (25� Wide - Privofe p� A v6 V w TEST HOLE EL. 22 O LAYER 7.5YR 3/1 i 9" VERY DARK GRAY 21.25 A LAYER 10YR 4/3 ! OLIVE BROWN j 19" SANDY LOAM 20.4 1 B LAYER 10YR 5/6 TEST HOLE LIGHT OLIVE BROWN 35" COARSE SNAD 19.08 AT C LAYER 10YR 6/6 OLIVE YELLOW 7 VINE AVENUE 80" MEDIUM SAND 15.33 CRAIGVILLE MA 10YR 7/3 PALE YELLOW BY SULLIVAN ENGINEERING 120" NO GROUNDWATER ENCOUNTERED 12 OSTERVILLE, MA APPROX.GROUNDWATER @ EL.2.5 DATE: DECEMBER 14, 2001 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 February 28, 2002 Board of Health Town of Barnstable 200 Main Street Hyannis, MA 02601 RE: 7 Vine Ave., Craigville/Map 226 Parcel 026 Dear Board of Health, Per your request, we inspected the installation of the septic system at the above referenced property on February 26 and February 27, 2002. The system was installed in substantial compliance with the plan of record. I trust this meets your present needs. If you have any questions, please feel free to contact my office. Ver truly yours, Peter Sullivan, P. E. Sullivan Engineering Inc. Cc: Mahlon Woodring Members of American Society of Civil Engineers, Boston Society of Civil Engineers i M, r� 1rIG Town of Barnstable Board of Health 200 Main Street, Hyannis MA 02601 Office: 508-862-4644 Susan G.Rask,R.S. FAX: 508-790-6304 Sumner Kaufrnan,MS Wayne Miller,M.D. December 24, 2001 Peter Sullivan, P.E. P. O. Box 659 7 Parker Road Osterville, MA 02655 RE: 7 Vine Avenue Craigville Dear Mr. Sullivan: You are granted variances, on behalf of your clients, Albertina and Manlon Woodring, to construct an onsite sewage disposal system at 7 Vine Avenue Centerville. The variances granted are as follows: 310 CMR 15.211: The soil absorption system will be located only 1.4 feet away from the southerly property line, in lieu of the minimum ten feet setback required. 310 CMR 15.211: The soil absorption system will be located only 2.5 feet away from the easterly property line, in lieu of the minimum ten feet setback required. 310 CMR 15.211: The septic tank/ pump chamber will be located only two feet away from a non-eroding coastal bank, in lieu of the twenty- five feet minimum setback required. The variances are granted with the following conditions: (1) No more than four (4) bedrooms maximum are authorized at this property. Dens, study rooms, offices, finished attics, sleeping lofts, and woodring similar-type rooms are considered "bedrooms" according to the MA Department of Environmental Protection. (2) 'The applicant shall record a properly worded deed restriction, signed by the owner of the property, at the Barnstable County Registry of Deeds restricting the property to four (4) bedrooms maximum. A copy of the recorded deed restriction shall be submitted to the Health Agent prior to obtaining a disposal works construction permit. (3) The septic system shall be installed in strict accordance with the engineered plans dated November 12, 2001. (4) The designing engineer shall supervise the construction of the onsite sewage disposal system and shall certify in writing to the Board of Health that the system was installed in substantial compliance with the submitted plans dated November 12, 2001. This variance is granted because physical constraints at the site severely restrict the location of it a so absorption system due to the fact that wetlands adjoin the property. The proposed new septic system is designed to meet the maximum feasible compliance standards contained within the State Environmental Code, Title V. Sincerely yours, PA-��A Susan G. RA 4, R.S. Chairperson Board of Health Town of Barnstable woodring d i IME Tp� DATE: �O BARNS'TABLE. FEE: Q H Sa 039. � REC. BY ��F°'�Y' • Town of Barn stable SCHED. DATE: NMI Board of Health 367 Main Street, Hyannis MA 02601 e Office: 508-862-4644 R S C > �5. FAX: 508-790-6304 Sumner Kaufman,M.S. H. ®ECt1h A.Murphy,M. . VARIANCE REQUEST FORM ll.• 4 2001 LOCATION / Tow Eon H DEP7r'AB�E Property Address: 7 V/I I� �� ✓e . L /�, j✓, �/e Assessor's Map and Parcel Number: 4P'/y Flo Size of Lot: /O, �eo SF Wetlands Within 300 Ft. Yes ✓ Business Name: No Subdivision Name: APPLICANT'S NAME: 6COoe-trj?) Phone � 73 - 3 7 j -,5e,/ Did the owner of the property authorize you to represent him or he?4 Yes t No PROPERTY OWNER'S NAME CONTACT PERSON Name: (�lberh�?<c.. o lj)o0d.n ng Tr Name: Peter il�'✓2i� f . �Su//, vain Eny �c Address: Vln� /� ye .� r�/o yil/c� MAAddress: l�.O Bo.t tofeTv�Ile /19N 0o3z5` Phone: Of- 7 7.S- 566 / Phone: 01 - Odd' -33 Y y VARIANCE FROM REGULATION(List Reg.) REASON FOR VARIANCE(May attach if more space needed) �%S+A_nGe:S rrcm ropes L;' /U {c�/ /e�r� '�c� 01. S fret �r� l ' t"cet- /pro✓olF1 ' &L t3g,,K (num-erod)'rri) +n 25 feel "2(i uireW � r � ✓Jt-o✓,at°ek, �I�C TcenK/ lJi�rnp -'l7,Qr»�,T NATURE OF WORK: House Addition ❑ House Renovation ❑ Repair of Failed Septic System P Checklist(to be completed by office staff-person receiving variance request application) ✓ Four(4)copies of the completed variance request form ✓ Four(4)copies of engineered plan submitted(e.g.septic system plans) _✓ Four(4)copies of labeled dimensional floor plans submitted(e.g.house plans or restaurant kitchen plans) Signed letter stating that the property owner authorized you to represent him/her for this request _✓ Applicant understands that the abutters must be notified by certified mail at least ten days prior to meeting date at applicant's expense (for Title V and/or local sewage regulation variances only) IV)} Full menu submitted(for grease trap variance requests only) ✓ Variance request application fee collected(no fee for lifeguard modification renewals,grease trap variance renewals[same ownerlleasee only],outside dining variance renewals[same owner/leasee only],and variances to repair failed sewage disposal systems [only if no expansion to the building proposed]) ✓ Variance request submitted at least 15 days prior to meeting date VARIANCE APPROVED Susan G.Rask,R.S.,Chairman NOT APPROVED Sumner Kaufman,M.S.P.H. REASON FOR DISAPPROVAL Ralph A.Murphy,M.D. Q:/WP/VARIREQ i 7 Vine Ave. Craigville, MA Map 226 Parcel 026 ABUTTERS TO BE NOTIFIED OF BOARD OF HEALTH HEARING Fred B. Williams, Tr. Map 226 Parcel 024 26 Prospect Realty Trust PO Box 81 Southboro, MA 01772 Fred Williams Map 226 Parcel 025 P O Box 646 Marlborough, MA 01752 Margaret McClean Map 226 Parcel 031 737 North Harper Ave. W Hollywood, CA 90046 Christian Camp Meeting Association Map 226 Parcel 183 c/o Richard H. Eggers Jr. Craigville Conference Center Craigville, MA 02636 United Church Board Map 226 Parcels 032 & 027 c/o Richard H. Eggers Jr. Craigville Conference Center Craigville, MA 02636 SULLIVAN ENGINEERING INC. 7 PARKER ROAD/P O BOX 659 OSTERWLLE, MA 02655 Peter Sullivan P. E. Mass Registration No. 29733 psullpe@aol.com phone 508-428-3344 fax 508-428-3115 November 28, 2001 Board of Health Town of Barnstable 367 Main Street Hyannis, MA 02601 RE: 7 Vine Ave., Craigville Map 226 Parcel 026 Dear Board of Health, Attached please find a submittal for a variance request for the above referenced property. I have also attached a letter from the owner and a copy of the abutters that we will notify via certified mail of the Public Hearing date. I trust this meets your present needs. If you have any questions, please feel free to contact my office. Very truly yours, � RFcF/ Peter Sullivan PE OFC O Sullivan Engineering Inc. ro yryoF 0 4 Fq�Tyo psrge Cc: Mahlon Woodring r �F Members of American Society of Civil Engineers, Boston Society of Civil Engineers dF THE Tp� DATE: ~O FEE:BARNSTABM �Ji �O t►zass. 9Q� 1639. ,0�' REC. BY �f059 A Town of Barnstable SCHED. DATE:la 9/01 Board of Health 367 Main Street, Hyannis MA 02601 Office: 508-862-4644 Susan G.Rask,R.S. FAX: 508-790-6304 Sumner Kaufman,M.S.P.H. Ralph A.Murphy,M.D. VARIANCE REQUEST FORM LOCATION �7 Property Address: / VI'he. I� ✓e . Assessor's Map and Parcel Number: /oa10 Size of Lot: /U, geoo SF Wetlands Within 300 Ft. Yes Business Name: No Subdivision Name: APPLICANT'S NAME: R)ber fl/7k% 19)a h/uY. td ooe-L.r/h Phone �/ 73 - 3 7/�-,56 Did the owner of the property authorize you to represent him or he . Yes t/ No PROPERTY OWNER'S NAME CONTACT PERSON Name: /g Iherhr- 6 ZAba -nw j Tr Name: ,fete r 610), ✓2/7 �/Sull,•✓ai) Address: 7 ✓t nc ✓e .�r4 o✓)wry i'J A • Address: 0 So.Y l0 5 D_S�ervi�/e /Yl f1 0o?1P55 Phone: Uf- 7 7S- 56ZP 7 Phone: S b, - Odd'-33�/y VARIANCE FROM REGULATION(List Reg.) REASON FOR VARIANCE(May attach if more space needed) 310e m e %S•o2/l 0) )i60-&nGZS {'Tom: ro er L,' /U Icef rcr, �e� �. S Fret ark 1. t Ce°t 10rov,ole°� pcoukt g n ntm ! 4a a5 feet / u ��,/ } ✓pro✓,d ek �Plw3hL 7anK/ ALmp hwrnbes NATURE OF WORK: House Addition ❑ House Renovation ❑ Repair of Failed Septic System Q Checklist(to be completed by office staff-person receiving variance request application) Four(4)copies of the completed variance request form Four(4)copies of engineered plan submitted(e.g.septic system plans) _✓ Four(4)copies of labeled dimensional floor plans submitted(e.g.house plans or restaurant kitchen plans) Signed letter stating that the property owner authorized you to represent him/her for this request _✓ Applicant understands that the abutters must be notified by certified mail at least ten days prior to meeting date at applicant's expense (for Title V and/or local sewage regulation variances only) /V?' Full menu submitted(for grease trap variance requests only) ✓ Variance request application fee collected(no fee for lifeguard modification renewals,grease trap variance renewals[same owner/lessee only],outside dining variance renewals[same owner/leasee only],and variances to repair failed sewage disposal systems [only if no expansion to the building proposed]) ✓ Variance request submitted at least 15 days prior to meeting date VARIANCE APPROVED Susan G.Rask,R.S.,Chairman NOT APPROVED Sumner Kaufman,M.S.P.H. REASON FOR DISAPPROVAL Ralph A.Murphy,M.D. Q:/WP/VARIREQ f COMPLETE • ON DELIVERY ■ Complete items 1,2,and 3;Also complete A. Signature item 4 if Restricted Delivery is desired. X- C P 0Agent ■ Print your name and address on the reverse Addressee so that we can return the card 1t�-�,y B. Received y(Printed.r4 Crate of Delivery ■ Attach this card to the back of the mailpiece, L or on the front if space permits. ,d Fi Olt MA D. Is delivery address different from item 1? ❑ 1. Article Addressed to: If YES,enter delivery address below: ❑ No 73 -7 Y))n 97 1 (� "e- ' 3. Service Type y y 00 Certified Mail ❑Express Mail KRegistered ❑ Return Receipt for Merchandise ❑ Insured Mail ❑C.O.D. 4. Restricted Delivery?(Extra Fee) ❑Yes 2. Article Number / ; i (Fransfer'from servicb label)' S�Ja 0'i OGP 00 I PS Form 3811,August 2001 Domestic Return Receipt 102595-01-M-2509 9 UNITED STATES POSTAL SERVICE First-Class Mail Postage&Fees Paid _ LISPS Permit No.G-10 • Sender: Please print your name, address, and ZIP+4 in this box • w, SULUVAN ENGINEERING INC. R.O. BOX 659 s: 7 PARKER ROB,® OSTERVILLE, MA 026555 d M III J. SENDER: COMPLETE THIS SECTION COMPLETE THIS DELIVERY ■ Complete items 1,2,and 3.Also complete A. Sig re item 4 if Restricted Delivery is desired. X 1 2 Agent ■ Print your name and address on the reverse Addressee so that we can return the card to you. :,•. - - Bteceived by(Print ame) C. =fry ■ Attach this card to the back of the mailpiec4 or on the front if space permitso ). �� r / 01 ` 1 D. Is delivery address differe m Rem 1? ❑Yes 1. Article Addressed to: If YES,enter delivery address below: ❑No r-rek 6- GD��I iaY121, i rs. Ty,, 1 -0 - I 3.fRegistered ice Type .rII-- I �1�yy]� r7 n l ertifiedMail ❑Express Mail �Q u ! bOfb /ii/y 0 / /dam ❑Return Receipt for Merchandise ❑ Insured Mail ❑C.O.D. 4. Restricted Delivery?(Extra Fee) ❑Yes 2. Article Number (transfer from service iabeq 7()O O 0600 QQ�,S' 7%P G 04990 PS Form 3811,August 2001 Domestic Return Receipt 102595-01-M-2509 Y UNITED STATES POSTAL SERVIC� S E P S �P �" '" first-Glass Mail �� F .` ` .Postage&'Fees Paid USPS ^' — o Permit No.G-10 DF- �, • Sender: Please print lab,r�dd , d6dress, and:ZIP+4 in,this box • ULINAN ENGINEERING INC. P.O. BOX 669 7 PARKER ROAD OSTERVILLE, PEA 026 a Ii�4is111f18I144s{slt1I,1la111I,f111ILIl4it:11A14111'Ili,III SENDER: • .N COMPLETE THIS SECTIONON DELIVERY ■ Complete items 1,2,and 3.Also complete A. Si ure item 4 if Restricted Delivery is desired. ❑Agent ■ Print your name and address on the reverse X ddressee` so that we can return the card to you. g eceived b (Printe Na ) C. Date of Delivery k ■ Attach this card to the back of the mailer` or on the front if space permits. ! C?'.11 �r�' B /} 4 1. Article Addressed to: /Agi ?)Wry ad ress�rft from ❑em 1? Yes If ES,enter delivery_:;ai" rress below: ❑ No b0 1/fa rns Oft 02041 t p ,v y3ox lO4(� �y �O1�O m1 0 /�02 3. S cep„ c�`� p Cerfdied!Miil Ex Tess Mail Registered ❑Return Receipt for Merchandise ❑ Insured Mail ❑C.O.D. 4. Restricted Delivery?(Extra Fee) ❑Yes 2. Article Number ; ;: i : (transfer from service'labeq' 700o !�V d' ' 0aS' '�2�o J PS Form 3811,August 2001 Domestic Return Receipt 102595-01-M-2509 v UNITED STATES POSTAL SERVI n� PAD a "First ClassMa i ili PM w: _ ,• Postage&.P.ees Paid LISPS a Permit No.G-10 • Sender: Please print your name, address, and ZIP+4 in this box • SULLIVAN ENGINEERING INC. P.O. BOX 659 7 PARKER ROAD 4( SECTIONSENDER: COMPLETE THIS SECTION COMPLETE THIS ON DELIVEPY ■ Complete items 1,2,and 3.Also complete A. Sig re , item 4 if Restricted Delivery is desired. ❑Agent ■ Print your name and address on the reverse ❑Addressee+ so that we can return the card to you. ■ Attach this card to the back of the mailpic �►,^ B. �j Vey y(P" N -- . C. Dat Div or on the front if space permits. �Z/¢ (,/E Q Woodriq&dfi- 1. Article Addressed to: D. Is delivery'address different from item ? 0 11Y1 /J If YES,enter delivery address below: ❑No s) Chro.It I� �fJaC- 64 R,�A H - e-rs 'J-r C0 _ 3. S ice Type ra r�y r d e, yYUq • od 1p.3,y Certified Mail ❑Express Mail O Registered ❑ Return Receipt for Merchandise ❑ Insured Mail ❑C.O.D. 4. Restricted Delivery?Jz7xtra Fee) ❑Yes 2. Article Number r+(Transfer from service,label) .;D:OO;;0&,06 ;DD�J, PS Form 38;11 'August 2001 1 ' 3 Domestic Returri Receipt p .i ' 102595-01-M-2509 9 J UNITED STATES POSTAL SERVICE First-Class Mail Postage&Fees Paid USPS Permit No.G-10 • Sender: Please print your name, address, and ZIP+4 in this box• E. G SULLIVAN ENGINEERING INC. P.O. BOX 659 7 PARKER ROAD '°� OSTERVILLE, NSA 02655 i SENDER: COMPLETE THIS SECTION COMPLETE THIS SECT13iy U11j DEL!VFRY ■ Complete items 1,2,and 3.Also compete ' of t ey item 4 if Restricted Delivery is desired. ■ Print your name and address on the reverse so that we can return the card to you. 4� e' ad by(Printed ame e o■ Attach this card to the back of the mailpiece, or on the front if space permits. B 1. Article Addressed to: V VD. Is delivery address different from item 1? 0 Ye If YES,enter delivery address below: ❑ No ell f `�G7v u1.. 3. Service Type Certified Mail ❑ Express Mail ❑ Registered ❑Return Receipt for Merchandise 3>. ❑ Insured Mail ❑C.O.D. 4. Restricted Delivery?(Extra Fee) ❑Yes 2. Article Number /-�7 / (transfer from service label) '700 Il 06e � 10�' PS Form 3811,August 2001 f Domestic Return Receipt 102595-01•M•2509 4 9 UNITED STATES POSTAL SERVICE P� First-Class Mail Postage&Fees l a IJ PS P&fmit-No-G-1 a--- Sender: Please primt'oy m', address, and•Z+P-44-itrthis-b©x •- C C6S o r6 5 x MQK�; ns S � 02 {{{ttttt{t{i`{tri�t,{{t.f�t{{ttal MAHLON D. WOODRING 102 WHITNEY ROAD SHORT HILLS, NEW JERSEY 07078 November 17, 2001 Town of Barnstable Board of Health To whom it may concern: I hereby give permission for Peter Sullivan of Sullivan Engineering to speak for me in matters concerning the upgrade of the septic system at 7 Vine Avenue, Craigville, MA. ahlon D. Woodring �n 7 Vine Ave. Craigville, MA SKETCH PLAN OF FIRST FLOOR Z 6/1, �yl►yl. 4 of l 6;fooyy,) C)FGN � r G r9 o N'T Nor T,,) 5CP L E of ��• 7 Vine Ave. Craigville, MA SKETCH PLAN OF SECOND FLOOR h O Ua rl grI'i t+ � DGo lf�7uwNy ` d r� E NOT TO 5L' LC- (40' Wide - Private Way) (not constructed - - - - - - - - - ' \ \ jV-4n r55--E - - - \ � -12" _ Lo°p ---- 41 I \ \ \ Lp O — NK 0. 1 CoWred Porch \ \ G � v _-10 T3 t ff�24.8 Rfle Wolf - r o -_-- 24 120.00 -_ 4 --lw I Stonn orklny Aroo 0 0 ?¢ tdqe of P ent \ w VQ�� (25� Wide - Private VI�ayA� Vs N TEST HOLE EL. 22 O LAYER 7.5YR 3/1 9" VERY DARK GRAY 21.25 j A LAYER 10YR 4/3 OLIVE BROWN 1911 SANDY LOAM 20.4 B LAYER 10YR 5/6 TEST HOLE LIGHT OLIVE BROWN 3511 COARSE SNAD 19.08 AT C LAYER 10YR 6/6 OLIVE YELLOW 7 VINE AVENUE 80" MEDIUM SAND 15.33 CRAIGVILLE MA 10YR 7/3 PALE YELLOW BY SULLIVAN ENGINEERING 120" NO GROUNDWATER ENCOUNTERED 12 OSTERVILLE, MA APPROX.GROUNDWATER @ EL.2.5 DATE: DECEMBER 14, 2001 Health Complaints 07-Sep-01 Time: 12:00:00 PM Date: 9/6/01 Complaint Number: 3062 Referred To: LEE MCCONNELL Taken By: FLORENCE SMITH Complaint Type: TITLE V SEWAGE Article X Detail: Business Name: Number: 7 Street: Vine St. Village: CENTERVILLE Assessors Map-Parcel: Complaint Description: It smills like a septic system is overflowing at this address. It smills awful. Tom Hanlin owns a place in this area and says he walks his dog every night by this address and it really smills bad. Actions Taken/Results: I spoke to the owner at 7 Vine St/323 Huckins Neck Rd. about septic odor. She was not aware of any smell of sewage; she was also not comfortable with me walking around her property. I spoke to the neighbor who did not notice any bad odor. Investigation Date: 9/7101 Investigation Time: 11:00:00 AM i 1 717 ASSESSORS REF.: ZONE: i•. `j�� i •'� Map 226, Parcel 026 RC d o „ • . Setbacks: ' a (o \ OVERLAY DISTRICT: Front 20' .+• ;. :_ AL Side 10' q i�• ;• < AP - Aquifer Protection District Rear 10' / As Shown on Plan Entitled '•�� , . Al / Revised Groundwater Protection Overlay Districts" - April, 1993 FLOOD ZONE: '�• _ Zone A10(EIa11.) & C // Community Panel No. a 'o LOCU a i e d s, REFERENCES: July 2, 1992 "^ • 1O 10 Deed Book 11249/316 // / / / G n.�.n� x '• x-x•,I-r Edge of Salt Marsh raI vllle ea Plan Book 89161/ / / / / 'grab migvill 6 _ caw x •n'u ,I ll as Flagged b ENSR / / ; y ,�. bAL Iic iie �l n n• e (071SEPIO1)y �/ /// / / _ ?gy m o4 ndin� i i3 6 k�ac - oh 20 :..,...t� '.� A3 � / / / / � o•J Q ��� AL / •/ %eel Location Map/ Q< / / / / / 15 1"=2000'f A4 , 0/ p5� 0 \�a�G / 51.5� Lawn Ql-- - AL A5 ! 20 i A7 - - - - / / / / /� �, 'QoQ Leaching Chamber To Be H-20 Maximum Feasible Compliance Variances Required cad: goo���-caoo ' / Q # 7 -�� �' 1. 310CMR15.211(1): Minimum S etback Distances from: 7 Filter i - - - _. -. / � \0� / 2 sty w1f -lo ric �-.Compacted Fill .. � Property line (street line) -m Fab o 9 Dwellin i / 10 - / / / k6 ' 's, 10 (ten) feet required, 2.5 feet and 1.4feet provided. .0 ,r` 79M EIi2J.0•NOVD '29 Coastal Bank(non eroding)to Septic Tank/Pump Chamber No Slane 7 teetop of Mog Noll In Pavement M ale / 25 feet required and 2+/-feet provided. a LeachingU Additional Conditions 4.. 3/4"-hd)v 2°Double La ,' / Ix �e 2. Registered Land Surveyor to stake lot lines prior to installation of system. I o l u0Z_ �� 3. Design Engineer to inspect and certify system compliance. 12'-0 -- CROSS SECTION OF CHAMBER -NOT TOSCALE 24 24'00 I/2pening Above For M.H. 0 Galy.Pipe For Frame 8 Cover. Float Support DESIGN DATA NOTES / 0 a> '„ Single Family-4 Bedroom I. Water Supply For This Lot is Municipal Water. ( ��ZpOFis / a '•Pump Power Float Control To D Box No Garbage Grinder 2.Location of Utilities Shown on This Plan Are Approx. KTE �'ti `�-� 20 h Cables Installed in Accordance - Daily Flow; 110 x 4 =440•'gpd At Least 72 Hours Prior to Any Excavation For This O. � AICHARD GR, � / / h� `ti - With Local Bldg.B Elec.Codes. `� - Septic Tank: 440 gpd x 200%=880gpd Project The Contractor Shall Make The Required IL o R• ?�`• / / ti o C777 Use a 1500 Gallon Septic Tank. G Notification to DIG SAFE-1-888-344-7233. LHEUREUX ty, y / a LEACHING AREA 3.The Contractor is Required to Secure Appropriate s • #34312 �� / 4"0 From.Septic Precast Pump Permits From Town Agencies For Construction •uq �t ` } o Tank.Sch.40PVC Chamber 440 gpd/0.74=595 s.f.Required Defined by This Plan. Q 6._0.1 Sidewalk 2(12'+36 )2 192 s.f. t ,�p r o v r�`O Bottom Area: 12 x 36 = 432 s.f. 4.Install Risers as Required to Within 12"of Finished d!>� Vim` `bl� P..,. .;: ..e:a•: 624 s.f.Total Provided. Grade. � � �•. LEACHING CHAMBER DESIGN 5.All Structures Buried Four Feet (4) or More or .�J PLAN All Pipes to be Schedule 40 PVC. Use 4 Subject to Vehicular to be H-20 Loading. NOTE: 0 // -500 Gallon Leaching Chambers in 6.Septic System to be Installed in Accordance With ��'•. 12'x 36' Washed Stone Field as Shown. 310 CMR 15.00 Latest Revision And The Town of a PLAN VIEW Barnstable Board of Health Regulations. 1.) The property line Information shown was obtained / n 1 (,4 11 Sch.40 PVC Finished 9"Min. 7. All Piping tobe Sch.40 PVC. from available record Information. (see references) by Scale: I = 20 From Septic Tank Grad Cover 2.) The topographic Information shown was obtal ed by o .,_ ..Aw °9IL ' 7on the ground survey performed on 25/0CT101. Al Conduit Thru Chamber Vent 3. The datum used Is NGVD '29. a fixed mean sea level . For Power 8 Float Chay.: R To D Box Connect t0 Exist. I/2 HP Pump by Myers datum based on FEMA bench marks RM-17 do RM-18. 26 459 Gallons torage 17' cables Min.2'Cover F.G. 18.0 House Sewer or Approved Equal 19.5 F.G. 23.0 See FIRM Panel # 250001 0008 (rev 02/JUL/92) 7 Alarm on El.13.9 2"0 sch.40 PVC PumponEl. 13.4 Mercury Float •v Threaded Pipe TopEL20.5 Switchs 3Req'd 16.0 Z 15.8 P 19.7 :- `� 1500Gallon Pump B of.El.l7.5 / Pump off EL 12.1 Check Valve 19.9 Secure Pipeat Top B Septic Tank Chambe ' Bottom of Chamber Tee or Baffle Directions to Site: From Hyannis town hall take Main Street to the West End Rotary and BottcmEl.10.85 6"Washed „_,.r„°„.,,,;,•_,. .,,, ,y.,,, take a right onto Scudder Ave.; Take a right onto Smith Street and follow as it merges Into A ,:E: ,.o ,•:•:•. Stone Min. Bedding as Craiggvv�IIle Beach Road; Take a right onto Lake Elizabeth at the sign to Craigville 8 SECTION 'T PerTitle 5 Conference Center; Take a left onto Clark Ave. and follow to the end; Take a left onto Vine 1000 Gallon Septic Tank(H-20) DEVELOPED PROFILE OF PROPOSED SEPTIC SYSTEM Ave. and house is on the right Corner#7. PUMP CHAMBER DETAIL Not to Scale g Not to Scale Ttle: PREPARED BY PREPARED FOR: Notes/Revision: SITE PLAN o ALSERTINA D. WOODRING,_TR. Zr PROPOSED SEPTIC SYSTEM UPGRADE Sullivan ]Engineering, Inc. VQ lQ� 7 VINE AVENUE Q 7 VINE AVENUE PO Box 659 7 Parker Road CRAIGVI LLE , MASS. CRAIGVI,LLE_ I- MASS._' Osterville, MA 02655 Osterville MA 02655 (508)428-3344 (508)428-3115 fax (508)420-3994 (508)420-3995„ fax O ' 20 0 10 20 40 80 Field: WHK/MDH Drafty Date: Scale: = Comp.: RRL Review: November 12 , 2001 As Shown Prof, # Drawing # C306_1 g1 ASSESSORS REF.: ZONE. `° , o Map 226, Parcel 026 RC Setbacks: °AL o OVERLAY DISTRICT: Front 20r a' SJde 10' .g' •' " � / AP -• Aquifer Protection District Rear 10' - 1f •' 0 - As Shown on Plan Entitled 1° ®�, �° 0 �f d• '•'4 ;I'. ': l Al / "Revised Groundwater Protectlon `• " Overlay Districts" 1993 FLOOD ZONE: o °.. -� _ a •\ �� Zone A10(EI@11 r) & C Community Panel No. •w-' LOCUS •• II AL AL 250007 0008D �" Vralgvi e,, e'••: U• •. A2 / /- REFERENCES. July 2, 1992 %: :: ': �w �'4 / Deed Book 11249/316 c ,.. °..� .:.�. + °� �.11Ve 11 3 // / / / /` 10 '�� !� ••f. ralgvllle 4a . { Ede of Salt Marsh / / Plan Book 89/61 V� {." ' as Flogged b ENSR / / / / / eb ti rai 11�-' s co i/ I u n II g9 y �C' blic e H e (07/SEP/01) / y /// /' / ?� 8 `y ndin jh"i 13 e icy �1 ►� AL / AL 'L%al , ,/ / �'/' /' °t:� �` Locotlon Mop AL •, 1=2000',f A4�. a°'°°' — / AL AS � - - - - -- •��" � � — '' P / Iloo, �` .. / Q .. __._. Leaching Chamber To Be H-20 �� ° // f,,y I `~?�`�� Maximum Feasible Compliance / a �P I / / v.. . v..a.. Variances Required o:oe: / / 7 ' 1. 310CMR15.211 1 Minimum Setback Distances from: 100,/ 4 2 sty w/f ,2 1 F+It.r 10 Z / / / /// / / Lo Dwelling Property line(street line) �, rabrla Compacted F,II—�--- ,�. 10 (ten)feet required, 2.5 feet and 1.4feet provided. / / 1•k� t Pea Slone �t;•a TBM h7423.0'NGW '29 7 Coastal Bank(non eroding)to Septic Tank/Pump Chamber / top of Mog Noll In Poverrtent Q / 25 feet required and feetprove . ' � idd 2+/ provided. , Leaching 91 / a Chamber p� 3/4"-11/2°Double �-�•� / ; i �4 �. / Additional Conditions N 4 waeh.a Lo I: / e� `���"� / 2. Registered Land Surveyor to stake lot lines prior to installation of system. �C '/ UO2 0 X, 3. Design Engineer to inspect and certify system compliance. Ko P / o >Ad , 'V `l. - CROSS SECTION OF CHAMBER IV loo,/- 4►�iZyz 0,/ rJ� / `rrl�o �`�. NOT To SCALE Ike 24'0 Opening Above For M.H. 40 1/20 Galy Pipe For Frame 8 Cover. Float Support Q _ DESIGN DATA NOTES g ' ' 'a ^•`r'�` Single Family-4 Bedroom I. Water Supply For This Lot is Municipal Water. ySNOF'►pSS / i �' �a • �� ,; No Garbage Grinder SULLIVAN �y1 70 � � Pump Power Floar Control / To D eox 2.Location of Utilities Shown on This Plan Are Approx. o 20 h Cables Installed in Accordance - Daily Flow: I10 x 4 =440•gpd At Least 72 Hours Prior to Any Excavation For This .2 7 = RICHARD N C� /' pI� rL With local Bld 6 Elec.Codes. - Septic Tank: 440 ° -680 d Project The Contractor Shall Make The Required Cl6�il` � � R. � �? � �..... / 2 l - g P ' gpd x 200 /°- 9P 1 qq LHEUREUX '�" / / a_ �� / Use a 1500 Gallon Septic Tank. Notification to DIG SAFE-1-888-344-7233, / �,� LEACHING AREA 3.The Contractor is Required to Secure Appropriate p 4 #34312 � J Tan From.Septic precast Pump Permits From Town Agencies For Construction Tank.Sch.40 PVC Chamber 440 gpd/ (12' =595 s.f.Required ,o o* � g'_O" Sidewall:2(12 +36 )2= 192 s.f. Defined byThis Plan. FS ��iza q'b' ^7� °' �• Bottom Area: 12'x 36'= 432 s.f. 4.Instal I Risers as Required to Within 12"of Finished ` rl, ° �. ':::•. 624 s.f.Total Provided. Grade. LEACHING CHAMBER DESIGN + 5.Al Structures Buried Four Feet(4) or More or PLAN Subject toVehiculartobeH-20Loading. r All Pipes to be Schedule 40 PVC. Use 4 NOTE G: / -500 Gallon Leaching Chambers in a 6.Septic System to be Installed in Accordance With "� 12'x 36' Washed Stone Field as Shown. 310 CMR 15.00 Latest Revision And The Town of PLAN VIEW _,,_. __.._ Barnstable Board of Health Regulations. 1.) The property line information shown was obtained ` / 11 I 4"0 Sch.40 PVC Finished _ from available record information. (see references) Iw �5 Scale: I = 20 From Septic Tank Grade Co ei�' 7. All Piping to be Sch.40 PVC. 2.) The topographic Information shown was obtained by ar4 ri s.qr m- on the ground survey performed on 25/OCT/01. `�'' "p ', 7, Conduit Thru Chamber to _ ----- - w.° For Power a Float Cha To D-Box LL 1/2 H P Pump by Myers Vent Emerge3: The datum used is NGVD '29, a fixed mean sea level ll Gal° datum based on FEMA bench marks RM-17 & RM-18. 6 459Gn Storage Cables. e; Min.2'Cover CouseSewer Exist. , 19 5 'L 459 Gallons L7 °o FG. 18.0 House Sewer or Approved Equal FG. 23.0 See FIRM Panel 250001 0008 (rev 02/JUL/92) Alarm of El.13.9 2"0 Sch.40 PVC'. e Pum on El. 13.4 Mercury Float y Threaded Pipe Top E1.20.5 Switchs-3Req'd 16.0 Bot.El.17.5 Pump offEl.12.1 Check Valve 15.8 L5ciIIon0 Pump19.9 _ , 19.7 SecurePipeatTop& c Tank Chambe Bottom of Chamber-- �J + Tee or Baffle Directions to Site: From Hyannis town hall take Main Street to the West End Rotary and Bottom E1.10.85 „� 6 Washed ,.° ,.,.•. . ,.°..�, take a right onto Scudder Ave.; Take a right onto Smith Street and follow as it merges into t. - stone Min.�ZuBedding as CraiVile Beach Road; Take a right onto Lake Elizabeth at the sign to Craigville 8 SECTION °-i"" Per Title 5 Conference Center; Take a left onto Clark Ave. and follow to the end; Take a left onto Vine 1000 Gallon Septa Tank(H-20)i DEVELOPED PROFILE OF PROPOSED SEPTIC SYSTEM Ave. and house is on the right comer V. PUMP c H A E L Not to Scale Not t0 Scale , Title: PREPARED BY PREPARED FOR: Notes/Revision: SITE PLAN i4LBER'TIN_A DC W©ODRING,-�R. s PROPOSED SEPTIC SYSTEM UPGRADE Sullivan Engineering, Inc. VQp`Q)UN 7 VINE AVENUE (b 7 VINE AVENUE Po eox 65s 7 Parker Road CRAIGVILLE , MASS. _ CRAIGVI LLE MASS..' Osterville, MA 02655 Osterville MA 02655 (508)428-3344 (508)428-3115 fax (508)420-3994 (508)420-3995 fox O 20 0 10 20 4.0 80 Fled: 1NHK/MDH Draft: Date: Scale: ho Mi 6mwi Camp.: RRL Review: November 12, 2001 As Shown Prof. # Drowiflg # C306_191