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HomeMy WebLinkAbout0026 WOODVALE LANE - Health ?6 V�OODVALE LANE Centerville A = 190 — 185 SMEAD No.2-153LOR UPC 12534 smead.com • Made In USA 2 T`8T � 1�9tIKEDM11114PNODUC�lI�E SFI �SR PROGRAM VAVW-cJFROGRAMJDRG i 06/10/2013 14:01 5084775313 ENGINEERING WORKS PAGE 01 Town of Bame Re y Services 'I` 0UM F.der,Diroetor Pic He Divialon Thmas McKna,Director 200 Main Street, HYsaels,MA 02601 Offim: 30&9624644 Fax: 50$-7904304 Date: 1 1Seww Permit# or's MapftreW �1f 5, Lamar A 2192mclaftow Form lf0se"T'11c• n e E Deafer: I0SU11C : G t Address: LW. Crb s t � 1 � ^_ Address: � dk►'1+� W -tea as s .i-4 a 4 M f- d 2`4 14 SvtL was issued a permit to install a d ate) instal ern , wy k A '#- ZC L'O"vok Lt; rUt septic System at tOlvcJv�x 14 based on a design drawn by dated (des er) I certify that the septic system referenced above was installed subomttally according to _ e design, which may include minor approved changes such as lateral relocation of the distribution box and/or septic ta& Stripout (if required) was inspected and the soils were found satisfactory, I certify that the septic system referenced above was installed with major changes (i.e. greater then 10' lateral relocation of the SAS or any vertical relocation of any aoruponent of the septic system)but in accordance with State&Local Regulations. Plan revision or cerdited as-built by designer to follow. Stripout (if required)wa ted and the soils VMM found satisfactory. PETER T. 'S E ature WE(4TEE CIVIL ,�No.881s6 signers rgnature ( xDesign-- PILLME-9ETURN TO . 5T I? C OT B TH MANX YOU. �' ST L C gAoMw b mtkIn nwoertif{eatlon fmm.doc k4v No. f�r� 1�1 d - 3•�(�l�`�"'r_l�r;47 1 Fee [� THE COM ONWEALTH OF MASSACHUSETTS Entered in computer: Yes PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE, MASSACHUSETTS application for disposal *pstem Construction Hermit Application for a Permit to Construct(4e_Repair(I-rTpgrade( ) Abandon( ) ' omplete System ❑Individual Components Location Address or Lot No.0 0000 1 s1,or .4.4wE Owner's Name,Address,and Tel.No. C T1100/n45 Palls.*? Assessor's Map/Parcel/ O_/8_5- - In$taller'sName,A/dd��dress,and Tel.No.,ro$-S/20-973$ Designer's Name,Address,and Tel.No._99-4-'7-.S-p3 JoseloA 0,e g 9pwvi �Nq/rlG�I^/N9 works' Type of Building: Dwelling No.of Bedrooms 3 of SiZe sq.ft. Garbage Grinder( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) gpd Design flow provided gpd Plan Date Number of sheets Revision Date Title Size of Septic Tank Type of S.A.S. Description of Soil Nature of Repairs or Alterations(Answer when applicable) r&g JM`, /6'00 (�a� 5,I-wTiG rook d-/3"X �/Seu/S aP 7- l4rZ� /9r'C .3�i L,t.6y/T.S u//T� /1/D STUNT= a 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 Certificate of Compliance has been issued by this Board of Health. Date Application Approved by Date / Application Disapproved by r Date for the following reasons Permit No. ��T/`'f q Date Issued No. 3 M �� /! -..3l �c� s Fee THE COMMONVIEALT-,R'OF MASSACHUSETTS Entered in computer: PUBLIC HEALTH DIVISION -TOWN'OF BARNSTABLE, MASSACHUSETTS' . Yes t Yicatiou for Bisposal 6pstem Construction Permit Application for a Permit to Construct(G� Repair(Z4'Upgrade( ) Abandon( ) L��omplete System ❑Individual Components Location Address or Lot No..21 6VO a I74/i- 4-14e/= Owner's Name,Address,and Tel.No. Assessor's Map/Parcel )A"—J,/i: l Installer's Name,Address,and Tel.No. 412 o- q 7.5 Designer's Name,Address,and Tel.No. SOG'4177- 3/3 t l�S �J 1 7,/ G l2cr! T Type of Building: �`� Dwelling No.of Bedrooms 3 of ize sq.ft. Garbage Grinder( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) gpd Design flow provided gpd Plan Date Number of sheets Revision Date Title Size of Septic Tank Type of S.A.S. , Description of Soil Nature of Repairs or Alterations(Answer when applicable);Tf r , Date last inspected: . sr ! u t 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 Certificate of Compliance has been issued by this Board of Health. S' / �ci GQ_ Date Application Approved by v� T a jC Date 3 / Application Disapproved by Date for the following reasons Permit No. �/ �'I Date Issued `�- -----------------------------------------...... -----------------------------------------------------------------------------------------.. . . - _ . _. - - --.•_......_-._.................. .. U THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE,MASSACHUSETTS Certificate of Compliance THIS IS TO CERTIFY,that the On-site Sewage Disposal system Constructed(G) Repaired(c�_)- Upgraded( ) Abando ed( )by ,1 U C,01 ��� �3/ �2 ri :4 i +. at '� l_!/�ii�iili �/ �`'�> �i ✓/Ti_'r�I%/�= has been constructed in accordance ? with the provisions of Title 5 and the for Disposal System Construction Permit No. 2G d- y 1 dated 3 / Installer,/ Designer #bedrooms �, r -ev I`Q/' %i c .r Approved n flo , 3 U gpd The issuance of his permit shall not be construed a�a guarantee that the system wil ct o J�as designed. f� Date ( Z. Inspector i --- — - - - -- r� / No. .L.d 1 3 - I ( Fee / yU THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION-BARNSTABLE,MASSACHUSETTS Misposal 6pstem Construction Permit Permission is hereby granted to Construct( ) ,Repair(cam). Upgrade Abandon( ) System located aty� and as described in the above Application for Disposal System Construction Permit. The applicant recognized his/her duty to comply with Title 5 and the following local provisions or special conditions. Provided:Cons ctio17;st be completed within three years of the date of this permit.Date Approved by t0 1 � TOWN OF BARNSTABLE LOCATION 26 LV0o4 Vjs16 (ciao SEWAGE# 2013-l 4 q VILLAGE S rrr'Vi//,,_ ASSESSOR'S MAC'&PARCEL/QD INSTALLER'S NAME&PHONE NO: SEPTIC TANK CAPACITY l�dD 34 LEACHING FACILITY:(type) '�' G w"r(size) 357 A 6, NO.OF BEDROOMS 3 -d.W re;4, OWNER 17koWgI , 4 PERMIT DATE: (p-3—l'j COMPLIANCE DATE: (D 44 3 Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Feet Private Water Supply Well and Leaching Facility(If any wells exist on site or within 200 feet of leaching facility) Feet Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of leaching facility) Feet FURNISHED BY 3 � 4/4- fl i I ' a Bk 27415 Ps23 Jasr-31413 05-29-2013 & 02 w 340 DEED RESTRICTION WHEREAS, Thomas F. Patten, Jr. and Patricia J. Patten are the owners of 26 Woodvale Drive (a/k/a 20 Woodvale Drive), Centerville, MA, and being shown as Lot 10 on a plan entitled "Woodvale Subdivision of Land in Centerville— Mass, Belonging to R. Arthur Williams Nov. 24, 1970, Nelson Bearse - Richard Law, Surveyors, Centerville"which plan is filed with the Barnstable County Registry of Deeds in Plan Book 246, Page 145. WHEREAS, Thomas F. Patten, Jr. and Patricia J. Patten as owners of said Lot have agreed with the Town of Barnstable Board of Health to a restriction as to the number of bedrooms which can be included in any home built on said Lot as a pre-condition of obtaining a disposal works construction permit in compliance with 310 CMR 15.000 State Environmental Code, Title V, Minimum Requirements for the Subsurface Disposal of Sanitary Sewage. WHEREAS, the Town of Barnstable Board of Health, as a pre-condition to granting a Disposal Works Construction Permit for a septic system in compliance with 310 CMR 15.000, State Environmental Code, Title V, Minimum Requirements for the Subsurface Disposal of Sanitary Sewage is requiring that the agreement for the restriction on the number of bedrooms in any house constructed on said Lot be put on record with the Barnstable County Registry of Deeds by recording this document. NOW THEREFORE, Thomas F. Patten, Jr. and Patricia J. Patten, do hereby place the .following restriction on the above referenced land in accordance with its agreement with the Town of Barnstable, Board of Health, which restriction shall run with the land and be binding upon all successors in title: 1. 26 Woodvale Lane (a/k/a/20 Woodvale Lane) may have constructed upon it a house containing no more than three (3) bedrooms. Thomas F. Patten, Jr. and Patricia J. Patten agree that this shall be a permanent deed restriction affecting the dwelling located at 26 Woodvale Lane (a/k/a/20 Woodvale Lane), Centerville, MA and being Lot 10 in Plan Book 246, Page 145. Page 1 � h Bk 27415 Pg24 #31413 For title, of see deed recorded in the Barnstable County registry of Deeds Book 7815, Page 313. Executed as a sealed instrument this A3 day of nr!.-& _, 2013. Owner's signatures COMMONWEALTH OF MASSACHUSETTS 7-14 as /".d0a#&-& �^ , ss s f-b�if�,'*2Y6 Date S a3 , 2013 Then personally appeared the above named .�'��m�s `" 04i�esa known to me to be the person/s who executed the following instrument and acknowledged the same to be their free act and deed, before me. Notary Public My commission expires: . /, ,W)& (date) =_ - ilk i Nk Page 2 BARNSTABLE REGISTRY OF DEEDS 2 COMPLETE •N COMPLETE THIS SECTION ON DELIVERY ■ Complete items 1,2,and 3.Also complete A. Sigrture item 4 if Restricted Delivery is desired. (/� ❑Agent X ■ Print your name and address on the reverse 11 ❑Addressee so that we can return the card to you. B. Received by(Printed Name) C. D e of Delivery ■ Attach this-card to the back of the mailpiece, C f or on the front if space permits. D, Is delivery address different from item 19 ❑Yes 1 Article Addressed to:. If YES,enter delivery address belour.. ❑No Prop TD:191002001 JONES-HENRY,J CHARLES& JOSEPH,BARBARA J Service Type 555 OLD STAGE ROAD 3. OWCe thled �Certltied Mail ❑Express Mall � CENTERVILLE,MA 02632 J ❑Registered ❑Return Receipt for Merchandise I ❑Insured Mall ❑C.O.D.. 4. Restricted Delivery?(Extra Fee) ❑Yes 2. Article.Number 7011 3500 0002 1049 3327 (Transfer from sere/ce label) I PS Form 3811,February 2004 Domestic Return Receipt 102595-02-M-1540 j 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 • Engineering works, Inc. 1 12 West Crossfield Road Forestdale, MA 02644 I I s . COMPLETE • COMPLETE • ON DELIVERY ■ Complete items 1,2,and 3:`Also complete `A''Slgnature item 4 if Restricted Delivery is desired. X`' ❑Agent ■ Print your name and address on the reverse ❑Addressee so that we can return the card to you. p;8eceived by('Printed Name) C:D e ofp elivery ■ Attach this card to the back of the mailpiece, or on the front if space permits. D. Is delivery address different from item 1? ❑Yes 1. Article Addressed to: If YES,enter delivery address below:- ❑No l I^ Prop M:190186 KING,EARL E l 8 WOODVALE LN CENTERVILLE,MA 02632 3. Service Type ❑Certified Mail Express Mail � ❑Registered ❑Return Receipt for Merchandise I ❑Insured Mail ❑C.O.D. l 4. Restricted Delivery?(Extra Fee) ❑Yes 1 2. ArticleNumber 70 3500 0002 1049 3334 I (rransfer from sendbe . SForm 3811, February 2004 Domestic Return Receipt 102595-02-M-1540'� 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 • Engineering Works, Inc. 112 West Crossfield Road Forestdale, MA 02644 ` L SENDER: COMPLETE THIS SECTION COMPLETE THIS SECTION ON DELIVERY ■ Complete items 1,2,and 3.Also complete A Sig5gtlo 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. B. Received by(Printed 1Vame) C. Date of Delivery 10 Attach this card to the back of the mailpiece, or on the front if space permits. I -Z/r 5 D._Is delivery address different from item 1? ❑Yes 1: Article Addressed to: If YES,enter delivery address below: ❑No Prop M:190185 I, PATTEN,THOMAS F JR&PATRICIA l 20 WOODVALE.LANE II CENTERVILLE,MA 026.32 3. Service Type PrCertifled Mail ❑Express Mail ❑Registered ❑Return Receipt for Merchandise ❑Insured Mail ❑C.O.D. 4. Restricted Delivery?(Extra Fee) ❑Yes 2 Article Number ! ; I I I I I ; I I -1 1 1 i s 11- --F-t 1 X --- I ((Transfer from service lebeQ 7 011 3 5 0 0 0 0 0 2 1049 3358 -PS Form 3811,February 2004 Domestic Return Receipt 102595-02-M-1540 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 • Engineering Works, Inc. ! 12 West Crossfield Road Forestdale, MA 02644 ._ :S 211l,l,filllf,eJll�t1'tl'1'.1'jfll tjil�litit'1'11��i14111111iffil1 I SENDER: THIS SECTIONCOMPLETE THIS SECTIONON DELIVERY and 3.Also complete NA.,Signature Delivery is desired. ent LWAtftach int-you. . :.:...' _address on the reverse ❑Addressee ' that we can return the card to you. B. Receive biy� Pdn 'd Nam ef C. D to of D livery this card to the back of the mailpiece,on the front if space permits. - D. Is delivery address different from item 1? ❑Yes 1. Article Addressed to:- If YES,enter delivery address below:. ❑No I Prop ID:191002002- BARNSTABLE LAND TRUST INC P O BOX 224 I 3. Service Type COTUIT,MA 02635 Certified Mail ❑Express Mail ❑Registered ❑Return Receipt for Merchan< ❑Insured Mail ❑C.O.D. 4. Restricted Delivery?(Extra Fee) ❑Yes Z Article Number (f# 7 011 i 3 5 0 0I 0:D 0 2 1'0 4 9 3 3 0 3 (Transfer from service tabeq ,, t � f ;I E Ps Form 3811,February 2004 Domestic Return Receipt 102595.0r, ^ UNITED STATES POST First3 Mail P fees Pafd usps"" Permit No.G-10 ........... Sender: Please print your name, address, and ZIP+4 in this box Engineering Works, Inc. 112 West Crossfield Road Forestdale, MA 02644 1,411 SENDER: COMPLETE THIS SECTION COMPLETE THIS SECTION ON DELIVERY ■ Complete items 1,2,and 3.Also complete A. Signature item 4 if Restricted Delivery is desired. X e&�� '� 4C� ❑Agent ■ Print your name and address on the reverse v! ❑Addressee so that we can return the card to you. B. Received by(Panted Name) C. Date of Delivery ■ Attach this card to the back of the mailpiece, or on the front if space permits. D, Is delivery add n`t fr© 1? ❑Yes 1. Article Addressed to; If YES,entedd$I ery ad c b ow. ❑No fivm 4 i Prop ID:190176 _ d � LYNCH,CHARLOTTE A `� P P O BOX 444 3. Service Type CENTERVILLE,MA 02632 eCertified Mail ❑Express Mail ❑Registered ❑Return Receipt for Merchandise ❑Insured Mail ❑C.O.D. 4. Restricted Delivery?(Extra Fee) ❑Yes 2. (Transfer 7011 3500 0002 1049 3341 i (transfer from service labeq PS Form 3811,February 2004 Domestic Return Receipt 102595.02-M-1540, f�_ I i I � I UNITED STATES POSTAL SERVICE First-Class Mail Postage&Fees Paid USP Permit No.G-10 1 • Sender: Please print your name, address, and ZIP+4 In this box • Engineering works, Inc. 1�\� 12 West Crossfield Road ' i Forestdale, MA 02644 I 4: '�,. � F�}i''f � fii F = F� °!j s IF }�{ F� }•IFs }i a F�Fi � 7° � tI . ..-.._. ... _ .._ II I I �Illl 1�� i,f l�• rltl �� r 1 i! 1F r� �') r F;s'i rir I Il I COMPLETE •N COMPLETE THIS SECTIONON DELIVERY ■ romplete items 1,2,and 3.Also complete A. Si at4 ;j:trn 4 if Restricted Delivery is desired. ❑Agent ■ Print your name and address on the reverse X ❑Addressee 1 so that we can return the card to you. B. Recelved by(Printed N C. Date of very .M �Attach this card to the back of the mailpiece, ' 9 or on the front if space permits. �� �� R D, Is delivery address dill om item 1? ❑Yes nt'fr 1. Article Addressed to; If YES,enter delivery address below:. ❑No Prop ID:190177 STONE,CHRISTOPHER ISAAC& j' C/O BERSON FINANCIAL'GROUP j 16255 VENTURA BLVD.,SUITE 800 I 3, Service Type 1� ENCINO,CA 91436 4I Wertifled Mail ❑Express Mall li I�— ❑Registered ❑Return Receipt for Merchandise ❑Insured Mail ❑C.O.D, 1 f` 4. Restricted Delivery?(Extra Fee) ❑Yes 2._Article Number 7 01.1, 3 5,0 0 0002 1049 3365 (transfer from service label)i 1 if ; i �'PS Form 3811,February 2004 Domestic Return Receipt 102595-02-M-1s4*0 UNITED STATES POSTAL SERVICE I First-Class Mail Postage&Fees Paid USPS Permit No.G-10 • Sender: Please print your name, address, and ZIP+4 in this box • Engineering works, Inc. � 12 West Crossfield Road Forestdale, MA 02644 I }F el• tF.� .i..j i it. i?i• ; � . ,'�j•it cF•c• j::c• c.• : ?_ 18I"}}}{•' , ( : t }: l.I �j�� 'il• ! iii�Fi}1�}ei } f _ l Town of Barnstable Barnstable Board of Health j o``a j BAPNSTA13M$ 200 Main Street, Hyannis MA 02601 I i639. A 2007 Fp µpt Office: 508-862-4644 Wayne Miller,M.D. FAX: 508-790-6304 Paul Canniff,D.M.D. JunichiSawayanagi . May 28, 2013 Mr. Peter McEntee, P.E. 12 West Crossfield Road Forestdale, MA 02644 RE `26 Woodvale Lane; Centerville A? 190-185: Dear Mr. McEntee, You are granted conditional variances on behalf of your clients, Thomas and Patricia Patten, to construct an onsite sewage disposal system at 26 Woodvale Lane, Centerville. The variances granted are as follows: Section 360-1 of the Town of Barnstable Code: To install the septic tank 64 feet away from a wetland, in lieu of the minimum 100 feet separation distance required. Section 360-1 of the Town of Barnstable Code: To install a soil absorption system 92 feet away from a wetland, in lieu of the minimum 100 feet separation distance required. 310 CMR 15.405 (a) & (b): To install the soil absorption system nine feet away from a slab foundation (garage), in lieu of the minimum 10 feet separation distance required. These variances are granted with the following conditions: (1) No more than three (3) bedrooms are authorized at this property. Dens, study rooms, offices, finished attics, .sleeping lofts, and similar-type rooms are considered "bedrooms" according to the MA Department of Environmental Protection. \ Q:\WPFILES\McEnteePatienSeptieVariances2Ol3.doc (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 three 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 April 4, 2013. (4) The designing registered sanitarian 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 engineered plans dated April 4, 2013. L Z These variances are granted because the proposed plan appears to meet the maximum feasible design standards contained within the State Environmental Code, Title 5 and local Health Regulations. The designing engineer designed the septic system to be located in an area to attempt to maximize setbacks to wetlands. Sinc rely yours, o` Wayne fln iller, M.D. Chairm Q:\WPFILESWcEnteePattenSepticVariances2013.doc S :j2ID V / b OFF DATE: dt)`' FEE 1639• A1� REC. BY " Town of Barnstable SCHED. DATE: Board of Health 200 Main Street, Hyannis MA 02601 Office: 508-8624644 Wayne A.Miller,M.D. FAX: 508-790-6304 Junichi Sawayanagi Paul J.Canniff,D.M.D. VARIANCE REQUEST FORM LOCATION Property Address: 2(c W o 0 AVC1U U" cA 1 01, k zo fie.- IJ OA e Assessor's Map and Parcel Number: I ck 0 \ S Size of Lot: , G 00 0 +�- S F Wetlands Within 300 Ft. Yes 'N4 Business Name: No Subdivision Name: APPLICANT'S NAME: �e�-e M C G,4 4-e-E P F- Phone 5-0 F - �3 7-L' to E' Did the owner of the property authorize you to represent him or her? Yes of No PROPERTY OWNER'S NAME CONTACT PERSON Name: -l�o v-Q-5 V f aA-�r,��c� Pc.FF-�� Name: �� E e, Address: 20 CN coo�.t c ,vim (anl-�AAddress:T:,; J. 5 e�V`�-►'- '���y� Phone: Phone: VARIANCE FROM REGULATION(List Reg.) REASON FOR VARIANCE(May attach if more space needed) 3 0 C M t Z40-0 S 1 (b S:► e s T ; (_o Lei l Ck%-,t- 3 !v O A-4--�e \ S'. 4e CeN.s t-rrL i ^A— V'o.rZ`eaw UL S e e- 5 4> c.c.1...,cl \Pcxr-. ,r cc NATURE OF WORK: House Addition 13 House Renovation El Repair of Failed Septic System R p tv --4 Checklist (to be completed by office staff-person receiving variance request application) Please submit copies in 4 separate completed sets. 63 Four(4)copies of the completed variance request form C) C� _ Four 4 copies of engineered plan submitted(e.g�septic s stemplans) m Completed seven(7)page checklist confirming review of engineered septic system plan by submitting engineer or registered sanialan 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 a,plicant's expense (for--jTitle V and/or local sewage regulation variances only) 4 •• CAA Full menu submitted(for grease trap variance requests only) 1,J r-- _ Variance request application fee collected(no fee for lifeguard modification renewals,grease trap variance renewals[same own�Assee 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 Wayne Miller,Chairman NOT APPROVED Junichi Sawayanagi REASON FOR DISAPPROVAL Paul J.Canniff,D.M.D. C:\Users\decollik\AppData\Local\Microsoft\Windows\Temporary Internet Files\Content.Outlook\BAJ9P9B7\VARIREQ.DOC .f`� ' c� ��� �I�r��� � e �r �_� ,- Engineering Works, Inc. 12 West Crossfield Road, Forestdale, MA 02644 Tel/Fax (508) 477-5313 April 10, 2013 Town of Barnstable Board of Health 200 Main Street Hyannis, MA 02601 Re: 26 Woodvale Ln, Centerville, MA (Assessors Map 190, Parcel 185) Construction of a Title 5 Septic System Dear members of the Board: On behalf of my client, Thomas Patten, the following request for variances related to a complete septic system upgrade, due to failure of the existing septic system consisting of two cesspools, is being made. Following are the variance requests: • 310 CMR 15.405(a) & (b)— CONTENTS OF LOCAL UPGRADE APPROVAL 1. A 1' variance, S.A.S. to garage slab, for a 9' setback. • LOCAL REGULATION, Chapter 360, Article 1 — Setback Requirements 1. A 36' variance, septic tank to wetland, for a 64' setback. 2. An 8' variance, S.A.S. to wetland, for a 92' setback. Variance requests being made are due to site constraints. Sincerely, Peter T. McEntee P.E. .......... - ._..... a--- --------. — Engineering Works, Inc. 12 West Crossfield Road,Forestdale, MA 02644 Tel/Fax(508)477-5313 April 10, 2013 Barnstable Board of Health 200 Main Street Hyannis, MA 02601 Re: 26 Woodvale Ln(a/k/a 20 Woodvale Ln), Centerville, MA, Title 5 Septic Upgrade Representation Authorization Dear Board members: I hereby authorize Peter McEntee PE to represent my interests for the subject'project. 1. Thomas & Patricia Patten—Owners 4/4/13 AbutterReport Board of Health Abutter List for Map & Parcel(s): '190185' Direct abutters (no set distance) and the properties located across the street. �I Total Count: 7 Close Map&Parcel Ownerl Owner2 Addressl Address 2 Mailing Country Deed CityStateZip LYNCH, CENTERVILLE, 190176 CHARLOTTE A P O BOX 444 MA 02632 23865/241 STONE, C/O BERSON 16255 VENTURA ENCINO,CA 190177 CHRISTOPHER 25157/294 ISAAC &LIVIA FINANCIAL GROUP BLVD.,SUITE 800 91436 190184 BARNSTABLE, CONSERVATION 200 MAIN STREET HYANNIS,MA 1983/249 TOWN OF(CON) COMMISSION 02601 PATTEN,THOMAS 20 WOODVALE CENTERVILLE, 190185 F JR&PATRICIA J LANE MA 02632 7815/313 190186 KING,EARL E 8 WOODVALE LN CENTERVILLE, 23302/186 MA 02632 JONES-HENRY,] 555 OLD STAGE CENTERVILLE, 191002001 CHARLES & JOSEPH,BARBARA ] ROAD MA 02632 22181/182 191002002 BARNSTABLE P O BOX 224 COTUIT,MA 9002/119 LAND TRUST INC 02635 This list by itself does NOT constitute a certified list of abutters and is provided only as an aid to the determination of abutters.If a certified list of abutters is required,contact the Assessing Division to have thislist certified.The owner and address data on this list isfrom the Town of Barnstable Assessor's database as of 4/4/2013. .F i 66.203.95.236/arcing/appgeoapp/AbutterReport.aspx?tWe=BOH 1/1 Engineering Works, Inc. 12 West Crossfield Road, Forestdale, MA 02644 Tel/Fax(508)477-5313 = April 10, 2013 Re: 26 Woodvale Lane, Centerville, MA (Assessors Map 190, Parcel 185) Construction Title 5 Septic System k Dear Sir/Mam: Please be advised that an application for variances from the Massachusetts Department of Environmental Protection, Title 5, and Local Regulations have been submitted to the Barnstable Health Department for approval. The following variances are being requested: • 310 CMR 15.405(a) & (b) —CONTENTS OF LOCAL UPGRADE APPROVAL 1. A 1' variance, S.A.S. to garage slab, for a 9' setback. • LOCAL REGULATION, Chapter 360, Article 1 — Setback Requirements 1. A 36' variance, septic tank to wetland, for a 64' setback. 2. An 8' variance, S.A.S. to wetland, for a 92' setback. The application and plans are available for review at the Barnstable Health Department, 200 Main Street, Hyannis, MA, Monday through Friday (excluding holidays) from 8:30 a.m. to 4:30 p.m. A public hearing will be held, to discuss the proposed work, on Tuesday, May 14, 2013, at 3:00 p.m. The hearing will be held at the following location: Town Hall Hearing Room Second Floor 367 Main Street Hyannis, MA Si erely, Peter T. McEntee P.E. Town of Barnstable r# Departinent of Regulatory Services s. > � Public Health Division Date �AM , � e b79r a�� am2601 200 Main Stree/Hnnis A 0 i :Date Scheduled Time i U a c�3 Fee Pd. Soil Suitability Assessment for S : y e Disposal Performed B .1 e.+' �c �v��-¢�. . Witnessed 13,y: LOCATION& GENERAL INFORMATION Location Address 4 Owner's Name Gn-od le Address `ZO t as Crer it end Assessor's Map/Parcel: M o -- 1 ay Engineer's Name 1P�� V\C--��� NEW CONSTRUCTION REPAIR 04— Telephone# Land Use J2_9__S e CL��A�K Slopes('Yo) d ( Surface Stones N Distances from: Open Water Body �d 4-f ft Possible Wet Area L t70 ft Drinking Water Well 7 t ft Drainage Way ft Property Line ft Other ft i SKETCH:(Street name,dimensions of lot,exact locations of test holes&pere tests,locate wetlands itt proximity to holes) d Ecru e,1 j7c�./-a ' Parent material(geologic) ILt C"` 0o 114 J� Depth to Bedrock Depth to Groundwater. Standing Water in Hole: Weeping from Pit Face 'Z-3 k' Estimated Seasonal High Groundwater DETERMINATION FOR SEASONAL HIGH WATER TABLE Method Used: Depth Observed standing in obs.hole: 1 2 in. Depth to loll mottles: Depth to weeping from side of obs.hole: in. Groundwater Adjustment ft. Index Well.#_)Z Reading Date: td G/ Index Well level r Adj,factor AdJ,Groundwater Level PERCOLATION TEST Date, .�, 'Pone,.__,_ Observation Hole# � Time at 9" p � Depth of Perc � �2 L ` M Time at 6" Start Pre-soak Time @ � `i Time(9"-611) End Pre-soak 24 5.J`p n s Rate MinJlnch. _ Site Suitability Assessment: Site Passed Site Failed: Additional Testing Needed(Y/N) Original: Public Health Division Observation Hole Data To Be Completed on Back----------- ***If percolation test is to be conducted within 100' of wetland,you must first notify the Barnstable Conservation Division at least one (1)week prior to beginning. Q:\.SEPTICVERCFORM.DOC DEEP.OBSERVATION HOLE'L0G Hole Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Manse 1) Mottling (Structure,Stones,Boulders., nsiitertcv LL 2. 5-Y �a DEEP OBSERVATION HOLE LOG Hole# -�- Depth from Soil Horizon Soil Texture Soil Color Soil Other` Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,.Boulders. ns' e % Sr DEEP OBSERVATION HOLE LOG Hole# Depth from. Soil Horizon Soil Texture Soil Color. Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistency. Gravel)- DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones.Boulders. o s• Flood Insurance Rate- Above 500 year flood boundary No_ Yes Within500yearboundary No 'res Within 100 year flood boundary No Yes Depth of Naturally Occurring Pervious Material _ Does at least four feet of naturally occurring pervious material exist in all:areas observed throughoutahe area proposed for the soil absorption system? 3 If not,what is the depth of naturally occurring pervious material? _.. Certification r T certify that on 000 (date)I have passed the-soil evaluator examination approved-by the• - Department of Environmental Protection and that the above analysis was performed by me consistent with T the required training,expertise and experience described in 310 CNM'15.017. Date Signature - QGSEPTICIPERCFORM.DOC CITY/TUWN �?v- a r'n.S i- 6UR i ADDRESS: DESIGN �w REV>EEwE BY: PQ l-�� DATE: I ,�y �3 N/A Na Legal boundaries denoted 310 CMR 15.220(4)(a)] Street, Lot, tax parcel number and lot number noted on plan [310 CMR 15.220 4 'u Locus Provided 310 CMR 15,2204(t)] Plan proper scale? (1"=40' for plot plans, 1"= 20' or fewer for ✓ components 310 CMR 15.220 4 Easements shown 13.10 CMR 15220 4 b System located totally on lot served [310 CMR 15.405(1)(a) for ✓ upgrades]- if not, a variance is re ired 310 CMR 15.412 4 Location of impervious surfaces (driveways, parking areas etc.) 310 CMR 15.220(4)(d)] Location all buildings existing and proposed 310 CMR ✓, 15.220(4)(c)] Location and dimensions of system components and reserve areas. ✓, 310 CMR 15.220(4)(e)] System Calculations 310 CMR 15.220 4 ✓ day flow septic tank capacity (required andprovided) soil abso Lion s :stem r. uired and. rovided whether system designed for garbage der North arrow 310 CMR 15,220(4)(g)], Ddsting and ro osed contours 310 CMR 15.220(4)(g)] ✓ Location and log of deep observation holes (e)dsting grade el. on each test 310 CMR 15.220(4)(h)] Names of soil evaluator and BOH representative [310 CMR 15.220 4 h and i Location and dale of percolation tests (performed at proper elevation?) [310 CMR 15.220(4)(i)] Percolation test results match loading rate? [310 CMR 15.242 Certification statement by Soil Evaluator [310.CMR 15.220 4 Observed and Adjusted groundwater (method for adjustment given or indicated) [310 CMR 15.103(3) and 310 CMR 15.220(4)(n)] Address Sheet,1 of 9 f N/A O0 Location of every water supply, public and private, [310 OR 15.220.4 ;k within 400 feet of the proposed system-location m the case of surface water supplies lies and gmyel packed pubW4ater.gui3ply. within 250 feet of the proposed s- stem location in the case within 150 feet of the proposed system location in the case of private water supply wells Location of all surface waters and wetlands located up to 100 ft. beyond setback fisted in 3.10 CNM 15,211 and any.catch basins. located v tthin 50 ft: 310 CNM, -15.220 4 1 Water lines and other subsurface utilities.located [310 CNfR 15.220:4 in. '-water-line cross see 310 CV& 15.211 I Profile of,system-show,ing.invert elevations of all-system com orients.and the l�ottm of the SAS: 31 Q,CMR 15.,220 4 ,o S I t=2 of deli 0r, 310 CNM 15.220 1 and 310 CNIR'15.220 2 Stamp.of Re"gistered Land:Surveyor (required if constructon / activtties�vv�thin 5 ft: of lot line 3.10 CMR 15.;220 3._ , Test Holes adequate(two in each of the primary and reserve unless trenches as permitted in.31.0 CNM 15.102(2) or as _ approved for an a _,ade under LUA at 310 CNM 15.405'1 k Test:hole adequate to demonstrate four feet of suitable,material? 310 CNM Y5.193(4)] Test Ho es adequate.to confirm adequate groundwater separation? 310 C1VIR 1°5.103 3 Benchmark witlun.5045! of system 31D CMR.15 22Q 4„ N aterials specifications noted? [various sections of 310 NNW System compon�nts:not> 36" deep (unless Local Upgrade A roval�or"LUA r=e .uested) 3.10 a . .. Address Shed of 9 N/A OK NO Size OK? 310 CMR 15:223 1 Inlet tee located ten inches below flow line [310 CMR 15.227 6 Outlet tee 14" or 14" + 5" per foot for increase ft depth [310 CMR 15.227(6)] Outlet tee with gas baffle or approved filter 310 CMR 15.227 4 Note regarding installation on stable compacted base [310 CMR 15.228 1 Separation between inlet and outlet tees (no less than liquid depth) 310 CMR 15.227 2 Inlet/Outlet elevations at least 12" above high groundwater (except as descriped 310 CMR 15.227(5)) or permitted for upgrades under LUA 310 CMR 15.405 1 k Minimum cover ".(Tanks buried more.than 9" must have risers on all openings and on the d-box) [310 CMR 15.2228(1) and 310 CMR 15.232 3 Three access covers (inlet and outlet must be 20" or greater) - middle access at least 8" 7/07 310 CMR 15,228(2)] Access to within 6 of grade - one port for systems<1000gpd, two for.:systerns>1000,gpd 310.CMR 15:228 2 Ah at Wgrade covers secured to unauthorized access?"1310 CMR 15.228 2 > 101 frombuiftfoundation 310 CMR 15,211 1 'Buoyancy calculation Required/Done 310 CMR 15.221 8 H-20 Where,a ro riate? 310 CMR 15.226(3)] Setbacks from resources 1310 CMR 15.211 W et CkIVCk Required when other than single-family dwelling or flow>1000 d 310 CMR 15.223 1 b ' First compartment 200% daily flow; Second compartment 100% �l daily flow 310 CMR.15..224 2 .and _3 . "U" pipe through or over bale, outlet of each compartment with as baffle or approved filter 310 CMR 15.224(4)] Address. Sheet,3 of 9 a N/A OK NO Located at least ten feet from any water line? (II Q CMR t� 15.222 2 Disposal piping at least 18" below water line(when water and sewer cross see 310 CMR 15.211(l)[1]) Cleanouts r ., aired/ rovided ? 310 CMR 15.222.8 1 Thrust blocks sp22jjed in forte mains? 310 CAS 15.221 6 c Slope of sewer line not.less than 0.01 (1/8"/ft) 0.02 preferable 310 CMR T5.222.6 Proper pitch on all runs? (005 within gravity-distributed trenches and beds) [310 CUR 15.251 9 and 310 CMR 15.252(2)(c)] Siphonproblem/ eachfield below pump chamber t/ Endca"s or vent'manifoldspecified? Size and orientation of discharge.holes.specified?:(not smaller than 3/8" not larger than 5/8") [310 CUR 15.251(8) and 310 CMR 15.252(2)(h)] Materials specified. (310 CMR 15.251(5) specifies various pipe types allowed NINE Stable compacted base [310 CMR 15.221(2) and 310 CMR 15.232 2 a Splash plate or baffle tee required on inlet/provided?(when pressure sewer to d-box or steep pitch of gravity sewer) [310 CMR 15.323(3)(a)] Riser,if;dee . : han 9" 310 CMR 15.232 3 Inside minimum Oni ne'nsion 12" 3.10 CMR 15.232(2)(b)] Minimums " 310 CMR15.232(3)(e)] Watertight cover if<2000gpd); waterproof manhole if>2000gpd J 310 CMR 15.232 3 d Opacity(etrYergency storage above working=design flow)?`[310 Pro er setbacks f310 CMR 15.211 same as s tic tanks Watertight 20-in o}inium access manhole at least 20"MUST BE TO GRADE 310 CMR 15.231(5)] Service components accessible (not too deep with piping, disconnects:accessible) J Alarm floats- alarm.on circuit separate from um s ecified? Exceeds two unio must have two pumps operating in lead-lag mode: 310 CMR 15.231 6 and 8 Stable Co ed..Base 310 CMR.15.221 2 . . Address Shot 4 of 9 BuQ , . c t;,ns needed?Provided? 3. 1;0 CND 15221.8 7777 -r Addrees She 5 of 9 N/A OK NO Calculations correct? 4 feet of naturally occurring material demonstrated? [310 CMR 15.240 1 Required separation to oundwater? 310 CMR 15.212 Aggregate specified as double washed 310 CMR 15.247 2 System Venting require&-provided? (system under driveway or >36" deep) 310 CMR 15.241 Inspection ports specified and within 3"final grade? [310 CMR 15.240 13 Breakout requirements met? (No violation of breakout elevation within 15 ft of SAS unless barrier) [310 CMR 15.211(1)[4] and Guidance Document Chambers and Gal. in trench configuration supplied with inlet every 20 ft. 310 CMR 15.253 6 Each structure v�ith one inspection manhole (if>2000 gpd must be tograde) 310 CMR 15.253 2 Aggregate 1' minimum-4 maximum: 310 CMR 15.253 1 b 2' sidewall credit maximum 310 CMR 15.253 1 a In bed confi ratio inlet eve 40 . f3. 310 CMR 15.253 6 UffAM width.2' minimum 3' maximum 310 CMR 15.251 1 b 100 feet -maximum length [310 CMR 15.251 1 a Minimum separation 2x effective depth or width whichever greater 3x if reserve between trenches 310 CMR 251 1 d Situated alon contours 310 CMR 15.251 2 Breakout OK? [ 10 CMR 15.211 12[41 and Guidance Document minim n 2 d stnbut on lines 31.0 CMR 15.25Z(2)(a . ✓' Maximum se arati .between lines 6' r310 e-M R15.252 2 , d ✓ 1Vlaximum separation between lines and outside of bed 4' [310 Aggregate depth below discharge pipes 6" minimum, 12 maxiinm `310 CIvR 15.252 2 f Se aration between beds 10' mi um. 310 CMR.15.252'2 BotfOM46auseo in calculations only 3.10 CMR 1`5.252 2 i Addresseet;.6.of 9 k Pressure Dosed System ? Provided pump and piping calculations as required 310 CMR 15.220(4)(r)] Pressure dosing fequired on all systems >2000gpd or alternative systems under remedial approval [310 CMR 15.254(2) and I/A Remedial Use AUrovals If used in gravelless system -make sure jet is directed as not to scour soil interface Guidance Document Inspections once per year (systems<2000 gpd) or quarterly >2000 dgood to note on plan 310 CMR 15.254(2)(d)] Construction in fill -Did the plan specify that the fill shall meet / the specification pf310 CMR 15.255 3 ? Impervious barripr and/or retaining wall ? Guidance Document Impervious barrier installation must be supervised by designer 310 CMR 15.25 5 2 Retaining wall must be designed by Registered Professional En 'neer 310 CW 15.255(2)(a)] Side slope not exceed 3:1 ? 310 CMR 15.25 5 2 Breakout retluirements met? [310 CMR 15.252(2) and Guidance Document At least 5 ft. from impervious barrier to edge of SAS (10 ft. ' recommended JJ 10 CMR 15.255 2 e Check DEP Approval letters for credits and design conditions If used with pressure dosing do not allow pressure discharge to scour soil interface Was DEP Approval Letter provided and/or have you reviewed the letter for conditions? Is the technology being properly applied and does it meet all DEP Approval Conditions? Is there a 4ote on the plan regarding the requirement for 2erpetual maintenanceagreement? / An alarms involved on separate circuits Did the applicant submit an operation and maintenance manual? Has a_ cent submitted a co of a maintenance a eement. Are the variances listed on the plan ? [310 CMR 15.220 4 RLS Stamp..-necessary on plan if a component is within five ✓. feet of.pro a 1310 CMR 15.412(4)] Addre®s Sheta7 of 9 Qtan or 'creased flow progr�sed [Refer to 31 Q 4 , 4'Y t D fi W, Address Sim$•of 9 NO Is the system in a Designated Nitrogen Sensitive Area (Zone II for a public supply Well)? [310 CMR 15.214, 310 CMR 15.215 and tr,A-j 310 CMR 15.210 - also refer to Policy regarding upgrades of such a n wd stems Is the system proposed on the same lot as served by private well ? J , 310 CMR 15;21. 2 Are the'nitrogen loads proposed in .compliance? [310 CMR 5.21., Pumping to septic tank ? 310 CMR 15.229 Shared System �1-CMR 15.290 V 1 i A4dms' Shwt 9:of 9 DECK BATH BEDROOM DINING KITCHEN 200 SF± BATH HALL GARAGE BEDROOM BEDROOM LIVING 140 SF± 140 SF± FLOOR PLAN 26 (ask/a/ #20) WOODVALE LANE, CENTERVILLE, MA Town of Barnstable Geographic Information System April 4,2013 191019 O #576 191003 191020003 #575 #560 191002003 #554 p #661 --------------------------- �-:1910 2001�: G N VD G1 .......:-..:..:.::•.:•.:::::::.'-.:•.:.:•::::•..-.::•:'•:#557..:-::•.:..•.:r:::<•.:;:;.:::.,.;..::.::•:•..•::;.::::'•>•.::•::::•-:•::;:::::•.•: ::':::::•.'•:.::::::::',:•::':::::�:�::;:�is��,'�:�•::•::ii: '�:.'::' :;.....:............... O 190074 01 0 r #540 190258 #559 •'�'•190 8 :.26 F•190185`�� ' 190183 #54 39#0182 19007400370 LN #522 WoOVVA 190175 #7 01 190177 190071 #517 1900740 04 190178 #510 #55 190179 190144 #71 #521 Feet 1901 #511 DISCLAIMERS:This map is for planning purposes only. It is not adequate for legal Map:190 Parcel:185 Board of Health Selected Parcel boundary determination or regulatory interpretation. Enlargements beyond a scale of Abutter List Type-Direct abutters(no set distance)and the properties located IV+ V=100'may not meet established map accuracy standards. The parcel lines on this map E are only graphic representations of Assessor's tax parcels. They are not true property across the street. Abutters boundaries and do not represent accurate relationships to physical features on the map such as building locations. Buffer t - LEGEND LOCUS a N BARNSTABLE LAND TRUST INC. V-107 99 -- (STING CONTOUR MAP 191 PARCEL 002-002 91.31 x 99A9_ EXISTING SPOT GRADE JONES-HENRY, J. CHARLES & -u- PROPOSED CONTOUR Woodvole t n f" JOSEPH; BARBARA J Fl-00-1 PROPOSED SPOT GRADE o MAP 191 PARCEL 002-001 / -W- EXISTING WATER SERVICE Great Marsh Rd y 90 , -G- EXISTING GAS SERVICE UNDERGROUND WIRES a. N BORDERING VEGETATED J OUTSIDE CORNER/BOTT. STEP 0 WETLAND FLAG m WETLAND > k%-106 ; EL.=99.58 `(ASSUMED DATUM) ' WETLAND SYMBOL o 70.76 TEST PIT 4 J 89.43+ �. / I J � BENCHMARK / _ i __ ,EXISTING LEACH CESSPOOLS '// 1 _ r TO BE PUMPED, FILLED WITH ROUTE 28 l _ * *69,-5 81'28�3,5,v W � � � - SAND AND ABANDONED. ( r� V-105 •� 155:d0' � LOCUS MAP -150 �.J S ED NOT TO SCALE I III 414- V- 04 • , �J•/i � 4'S9 edge cbQf lawn R' i ��~/ + 99.68x I 1 GENERAL NOTES: 89 &•i G-' O 1 q' i� `,/ I 1. ALL CHANGES TO THIS PLAN MUST BE APPROVED BY THE LOCAL I EW PO X�93.79 J i Off/ -� BOARD OF HEALTH AND THE DESIGN ENGINEER. I '' ( q> . 99,65 -� t. • I 91,31 i q, / $7.75 +$ •66 X / 9f�64 i .� 1 I 2. ALL WORK AND MATERIALS SHALL CONFORM TO THE REQUIREMENTS CP POND k I j �� / i + / �� OF THE STATE ENVIRONMENTAL CODE, TITLE V, AND ANY APPLICABLE WATER SURFACE .I EW I PROPOx F �`� I I LOCAL RULES AND REGULATIONS EXCEPT AS REQUESTED BELOW: 67,98 i \�� � ( 98.04 v/ / SEPTIC T NI--K- I J��/�• -310 CMR 15.405(1)(b): EL.=88.0t ;I 9�16 \ 8'S 25 I , ��J' 1) A 1' variance, S.A.S. to garage slab, .for a 9' setback. W • x �� O O a I Op ' -LOCAL REGULATION Chapter 360. Article 1 - Setback Requirements I ¢V-103 ( \� 3\� I j I �i`� 2) A 36' variance, septic tank to wetland, for a 54' setback. 89.03 I 9 � I m I I 3) An 8' variance, S.A.S. to wetland, for a 92' setback. � iv I x 91.74 �� 1 2`� stockdde\Yenc I DECK 9 8 99,25 / �W/ I .=G SP 1 i I 3. THE SEWAGE DISPOSAL SYSTEM SHALL NOT BE BACKFILLED PRIOR M 87,83 ) - I �'-� \98� 4� KING, EARLE E TO INSPECTION AND APPROVAL BY THE BOARD OF HEALTH AND THE i M �n �?� ' p�.1/ x 88,9�/ ��~ 92,07 x 99, 7 1 � Z MAP 190 PARCEL 186 DESIGN ENGINEER. 0 '-°/ i /� O 4. ANY CONDITIONS ENCOUNTERED DURING CONSTRUCTION DIFFERING o�' % TP 2 1 '� O FROM THOSE SHOWN HEREON SHALL BE REPORTED TO THE DESIGN �I } ENGINEER BEFORE CONSTRUCTION CONTINUES. ,LOT 10 ; /EXISTING �� 71 v I 5. ALL ELEVATIONS BASED ON AN ASSUMED DATUM. I/�( I ' HOUSE(#20) GARAGE Li7 I�` 'I I s 6. THE DESIGN ENGINEER IS NOT RESPONSIBLE FOR THE FAILURE OF eARNSTABLE CONSERVATION ' MB�U 190E 185 T.O.F.=99.45f y ^:+l I THE CONTRACTOR OR OWNER TO NOTIFY THE LOCAL BOARD OF COMMISSION 16,000 SFt ��'I NI I HEALTH FOR PROPER INSPECTIONS DURING CONSTRUCTION. MAP 190 PARCEL 184 / 1 I II Of V-10z� / 93,88 1 r P��� MgSSq� 7. WATER SUPPLY PROVIDED BY TOWN WATER SERVICE. 88,67r i >5- ---- _ x ,9,` , 99,49 LJp D = yD 8• THERE ARE NO WELLS WITHIN 150' OF THE PROPOSED S.A.S. r' x r--- 99 2i I I o PETER T. ;'� `. n- 9. ALL AREAS CLEARED FOR CONSTRUCTION SHALL BE RESTORED AS X `s I Ipl o M CIVIIEE N AGREED UPON BY OWNER AND CONTRACTOR OR AS OTHERWISE 95,49 i 97.19 �� x �� ,.', 1 ia1 " DIRECTED BY THE APPROVING AUTHORITIES. 98.97 WALK,i ;.•,._�` I r I No. 35109 i '..PAVED- I-7- 10. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY V C�'�/ �''/ \�� ;:.DRIVEWAY ;:: L1_I� I 100.5 0�� /'EGISTE�`����Q THE LOCATION OF ALL UNDERGROUND UTILITIES, PRIOR TO BEGINNING FSSIONAL ENG� CONSTRUCTION. ' \ I I 1 11. WHERE REQUIRED, CONTRACTOR SHALL REMOVE ALL UNSUITABLE SOILS 89.41 � j• `�(� 0 `•� IN THE AREA BENEATH AND FOR 5' ON ALL SIDES OF THE S.A.S. AND ' 0 REPLACE WITH CLEAN SAND AS SPECIFIED IN 310 CMR 255(3). 94.07 95,94 I 155.00' �� 12. AREAS REQUIRING STRIPOUT OF UNSUITABLE MATERIALS SHALL BE 101.50 93.55 X / '-N 79'58'45" E 97�9__/ 98.83 GSL7.' E BOX INSPECTED BY DESIGN ENGINEER PRIOR TO BACKFILL. ; �' 13. THIS PLAN IS TO BE USED FOR SEPTIC SYSTEM PURPOSES ONLY AND OWNER OF RECORD ( �� a. Y.,`:,:. ''...< E X IS NOT TO BE CONSIDERED A PROPERTY LINE SURVEY. FATTEN, IA J 9z•99 F JR & PATRICIA edge of pavement/berm 97,76 99.68/MA& NAIL 101-00 PROPOSED SEPTIC SYSTEM UPGRADE PLAN 20 WOODVALE LANE � { 100,00 STONE, CHRISTOPHER ISAAC 26 (a/k/a/ #20) WOODVALE LANE, CENTERVILLE, MA CENTERVILLE, MA 02632 & UV1A WOODVALE ' LANE MAP 190 PARCEL 177 TBM-2. WETLAND DELINEATION a MAGNETIC NAIL SET Prepared for: Thomas Patten, 20 Woodvale Lane, Centerville, MA 02632 VACCARO Environmental EL:=.100.00 (ASSUMED DATUM) Engineering by: SCALE DRAWN JOB. NO. Consulting FLOOD PLAIN DESIGNATION 1"=20' P.T.M. 128-13 P.O. Box 955 Community-Panel No. 250001 0015 C LYNCH, CHARLOTTE A Engineering Works, Inc. Sandwich, MA 02563 Map Revised: August 19, 1985 .12 West Crossfield Road, Forestdale, MA 02644 DATE CHECKED SHEET NO. (508) 888-5855 Zone 'C" MAP 190 PARCEL 176 • f, (508) 477-5313 4/4/13 P.T.M. 1 of 2 L { NOTE: TO PREVENT BREAKOUT, THE PROPOSED SEPTIC TANK PROPOSED D-BOX. FINISH GRADE SHALL NOT, BE < EL:97.08 INSTALL RISERS & COVERS OVER INLET & INSTALL RISER & WATERTIGHT FOR A DISTANCE OF 15 AROUND THE OUTLET AND SET TO 6" OF FINISH GRADE PERIMETER OF.THE -S.A.S. COVER SET TO 6" OF GRADE PROPOSED S.A.S. INSTALL INSPECTION PORT OVER END UNIT T.O.F.=99.45t EXISTING F.G. EL.=99.4t F.G. EL.=99.5t F.G. EL.=100:08(max.) ro w MAINTAIN 27. GRADE (MIN.) OVER S.A.S. mow wwwomw INSPECTION L = 22' L 23' L = 6' PORT ® S=1% (MIN.) L © S=1% (MIN.) ® S=1% (MIN.) 4"SCH40 PVC 4"SCH 1, PVC 4"SCH40 PVC /EX/STING 6" ,o„ ,a° 6 71NVER HOUSE(#20) GARAGE ro 4b N INV.=97.30 46° uQU10 INV.=96.59 r -I T.O.F.--99.45f � �' Q LEvEL ADD INV.=96.82 JPROPOSED INV.=96.65 3 ROWS OF 7 UNITS AT 5.0'/UNIT = 35' N cAs BAFFLE INV.=97.05 D-80�S (UNITS MUST BE STAMPED H-20) o o F H-20 SOIL ABSORPTION SYSTEM (PROFILE) �`? i O PROPOSED SEPTIC TANK CONNECT TO EXISTING 4 SCH40 PVC 47 9 ' d ' " ESTABLISH VEGETATIVE COVER 0 1 SEWER AT HOUSE, INV.=97.54t BACKFILL WITH CLEAN NATIVE OR i a PERC SAND TO TOP OF CHAMBERS NOTES: ;, .,•; ..• .. J 1 CONTRACTOR SHALL VERIFY ALL EXISTING PIPE BREAKOUT=TOP ;:• ': ' TOP ELEV.=97.08 INVERTS, PRIOR TO INSTALLATION. ' INV. ELEV.=96.59 2) D—BOX SHALL BE SET LEVEL AND TRUE TO GRADE ON A MECHANICALLY COMPACTED SIX BOTTOM ELEV.=96.00 INCH CRUSHED STONE BASE, AS SPECIFIED IN 4' MIN. OF NATURALLY OCCURING 2.83' 310 CMR 15.221(2). PERVIOUS MATERIALS 3) INSTALL INLET & OUTLET TEES AS REQUIRED. 5 MIN. ABOVE GROUNDWATER EFFECTIVE WIDTH=8.5' LAYOUT r S.A.S. 4) GAS BAFFLE TO BE INSTALLED ON OUTLET TEE EXISTING SUITABLE AS MANUFACTURED BY TUF-TITE, ZABEL OR EQUAL. ADJUSTED HIGH GROUNDWATER, EL=90.8 — MATERIAL 3 ROWSSEPTIC SYSTEM PROFILE NOESEPARATIONFBETWEENArc EACH6ROWT& NIO STONE 63.5" N.T.S. TYPICAL SECTION 13 DESIGN CRITERIA SOIL LOG 33.8" DATE: MARCH 11, 2013 (REF P#13,893) NUMBER OF BEDROOMS: 3 BEDROOMS SOIL EVALUATOR: PETER MCENTEE PE, (SE#1542) WITNESS: DONALD DESMARAIS R.S. TOP VIEW SOIL• TEXTURAL CLASS: CLASS I HEALTH AGENT so" DESIGN PERCOLATION RATE: <2 MIN/IN Elev. TP— 1 Depth Elev. TP-2 Depth END CAP END CAP DAILY FLOW: 330 G.P.D. 99.6 0„ 99.6 0„ FRONT VIEW SIDE VIEW DESIGN FLOW: 330 G.P.D. FILL r, FILL REAR/TOPEND AVIEW blk GARBAGE GRINDER: NO 98.9 8 98.9 8" NOTE: UNIT CONFIGURATION AND AVAILABILITY SUBJECT SIDE VIEW C1 C1 TO CHANGE WITHOUT NOTICE.`PRODUCT DETAIL MAY LEACHING AREA REQUIRED: (330 GPD) = 445.9 SF PERC DIFFER SLIGHTLY FROM ACTUAL PRODUCT APPEARANCE. SF 42"/54' 4640 TRUEMAN BLVD 0.74 GPD/ In i •HILLIARD, OHIO 43026 Arc 36 DETAIL PROPOSED SEPTIC TANK: 1500 GALLON CAPACITY t MED. SAND } MED. SAND ADVANCED DRAMACE SYSTEMS.INC. (UNITS MUST BE STAMPED H-20) ak PROPOSED D-BOX: 1 INLET, 3 OUTLET (MINIMUM), H-10 RATED 2.5Y 6/6 1 2.5Y 6/6 PROPOSED SEPTIC SYSTEM UPGRADE PLAN s• USE 3 ROWS OF 7—ADS Arc 36 UNITS WITH No 26 (ask/a/ #20) WOODVALE LANE, CENTERVILLE, MA SEPARATION BETWEEN EACH ROW & NO STONE 90.8 ADJ. G.W. 4 ""90.8 ADJ. G.W. 4 . Prepared for: Thomas Patten, 20 Woodvale Lane, Centerville, MA 02632 , -89.3 STG. G.W. 4 123" 89.3 STG.G.W. Q 123" BOTTOM AREA: (GENERAL USE APPROVAL FOR 4:80 SF/LF OF UNIT) Engineering by: SCALE DRAWN JOB. NO. 88.6 132".� 88.6 132" (ArC36 Units) 21 UNITS x 5.0 LF x 4.80 SF/LF = 504.0 SF NTS P.T.M. 128-13 STANDING G.W. 0'94'; (EL=89.3) Engineering Works, Inc. INDEX WELL, SDW-252, ZONE�D, ADJUSTMENT=1.5', MAR 2013 » 12 West Crossfield Road, Forestdale, MA 02644 DATE CHECKED SHEET N0. DESIGN FLOW•PROVIDED: 0.74 GPD/SF (504.0 SF) _ ,373.0 GPD PERC RATE <2 MIN/IN. (t" HORIZON). (508) 477-5313 4/4/13 P.T.M. 2 of 2 t „ . q . " LEGEND LOCUS �a N BARNSTABLE LAND TRUST INC. V-107 - 99 -- EXISTING CONTOUR z MAP 191 PARCEL 002-002 9131 x 99.19 EXISTING SPOT GRADE Ln ti n Ln .c ,110 JONES-HENRY, J. CHARLES &' PROPOSED CONTOUR Woodvale. �orle � JOSEPH, BARBARA J 100 PROPOSED SPOT GRADE c �� MAP 191 PARCEL 002-001 EXISTING WATER SERVICE n p� � � Great Marsh Rd q , ___ -G- EXISTING GAS SERVICE 89,51 90+ U- UNDERGROUND WIRES d N BORDERING VEGETATED JI OBM E CORNER/BOTT. STEP O WETLAND FLAG y h�O�d sr WETLAND ; EL.=99.58•(ASSUMED DATUM) u WETLAND SYMBOL �• o °9�, m �: -106, TEST PIT a Pa o -- 4 89.43 + / I �'g BENCHMARK J �` ,� J` �•/ �.QZ / _�,EX/STING LEACH CESSPOOLS E 28 / TO BE PUMPED, FILLED WITH ROUT l - 69,-S' 81'28'35.'i SAND AND ABANDONED. ( r ' LOCUS MAP ' V-105 •� I00:UU' /JI SH ED �� 1 91.50r _ I NOT TO SCALE V- 04 �/ gJ'� r4,59• ..edge of lawn A' / ���/ + X_ 1 GENERAL NOTES: cp 89:67 OF , .• I / J/ 99.68 1 I KING, EARLE.E O.G", ) I d' v� cr`t/ MAP 190 PARCEL 186 iALL ALL CHANGES TO THIS PLAN MUST BE APPROVED BY THE LOCAL 'I EW Q,. • ( xk93:79 i p/ ��_ 99.65--� i � I BOARD OF HEALTH AND THE DESIGN ENGINEER. f• ••' 91:31 i �9 / 7.75 +.8 .66 I x / 9R 64 / 1 Q WORK AND MATERIALS SHALL CONFORM TO THE REQUIREMENTS POND X j / i +�� f2k,+/, ;� I OF THE STATE ENVIRONMENTAL CODE, TITLE V, AND ANY APPLICABLE WATER SURFACE :I EW I �' PROPOSED I (��i LOCAL RULES AND REGULATIONS EXCEPT AS REQUESTED BELOW: SEPTIC T NK F . 87,98 I ( 98.04 /. � 25' \� .�' -310 CMR 15.405(1)(b): EL.=88.0t .1 I g 16 i 8:5 0/J 1) A 1' variance, S.A.S. to garage slab, for a 9' setback. W 0 0 ' W I �0% -LOCAL REGULATION Chapter 360. Article 1 - Setback Requirements x 0 _ I ¢V-103 I \\N j I '� `0 2) A 36' variance, septic tank to wetland, fora 54' setback. 0 a 89.03 i �� 9, 9N31� - I m - O / 3) An 8' variance, S.A.S. to wetland, for a 92' setback. M �/ I x 91:74 �`stockade\ enc� DECK 9 8 �.G49 25 3. THE SEWAGE DISPOSAL SYSTEM SHALL NOT BE BACKFILLED PRIOR c0 /87.83 1) - J , �98.44 T P 1 I TO INSPECTION AND APPROVAL BY THE BOARD OF HEALTH AND THE rn uj �!1 __ 99: 7 I z p(.I x ,88.9// 92,07 x 9A.:f- 1,- DESIGN ENGINEER. o ��°�� TP 2 % 4. ANY CONDITIONS ENCOUNTERED DURING CONSTRUCTION DIFFERING I I / O Crl FROM THOSE SHOWN HEREON SHALL BE REPORTED TO THE DESIGN N o• j i� �! ENGINEER BEFORE CONSTRUCTION CONTINUES. �o: • LOT 1 / /EXISTING / L71 J v 0 5. ALL ELEVATIONS BASED ON AN ASSUMED.DATUM. M BLU 190,-185 HOUSE(#20) GARAGE of, AQj j ' ' ..6. THE DESIGN ENGINEER IS NOT RESPONSIBLE FOR THE FAILURE OF BARNSTABLE CONSERVATION , T.O.F.=99.45t 9 H-�-I I THE CONTRACTOR OR OWNER TO NOTIFY THE LOCAL BOARD OF COMMISSION I 16,000 SF/1 I�'I NI I j HEALTH FOR PROPER INSPECTIONS DURING CONSTRUCTION. MAP 190 PARCEL 184 % 93 88 I •% I I� OF MAss9 7. WATER SUPPLY PROVIDED BY TOWN WATER SERVICE. V-1088.6 - 88:67/ i/ �5------- x 99 5��! 99:49. LJ I i �'`� � CyG 8• THERE ARE NO WELLS WITHIN 150` OF THE PROPOSED S.A.S. r' 99,2 •�! ICI o PETER T. 9. ALL AREAS CLEARED FOR CONSTRUCTION SHALL BE RESTORED AS 95.49 x I x x °tl.. � � I McENTEE N AGREED UPON BY OWNER AND CONTRACTOR OR AS OTHERWISE 97.19 �• r: CIVIL I I ICI DIRECTED BY THE APPROVING AUTHORITIES. 98:97 . WALK• • ..:.GARAGE,';?` 1 1 ► No. 35109 r�- 10. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY GARAGE.:O:.. I I I` 100.5 0 �/Sj�Ft� c�Q THE LOCATION OF ALL UNDERGROUND UTILITIES, PRIOR TO BEGINNING V / I �L�1-_L_ � OFFS �,\� CONSTRUCTION. I 11' 0 E 11. WHERE REQUIRED, CONTRACTOR SHALL REMOVE ALL UNSUITABLE SOILS 89.41 �/� I C4 �, . (\ IN THE AREA BENEATH AND FOR 5' ON ALL SIDES OF THE S.A.S. AND -- 1 ' v ! REPLACE WITH CLEAN SAND AS SPECIFIED IN 310 CMR 255(3). 94:07 95.94 155.00 A " 12. AREAS REQUIRING STRIPOUT OF UNSUITABLE MATERIALS SHALL BE x j �N 79°58'45" E 9T,9 gg,83 GS❑. y 101.50 INSPECTED BY DESIGN ENGINEER PRIOR TO BACKFILL 93.55 / b E BOX / \ ".99:4.0', 4 13, THIS PLAN IS TO BE USED FOR SEPTIC SYSTEM PURPOSES ONLY AND OWNER OF RECORD ( EB X IS NOT TO BE CONSIDERED A PROPERTY LINE SURVEY. FATTEN, THOMAS F JR edge of pavement/berm 101,00 PROPOSED SEPTIC SYSTEM UPGRADE PLAN & PATRICIA J 92,99 / 97.76 99.68 MAG. NAIL % 100,00 CE WOODLLE, LANE STONE CHRISTOPHER ISAAC + 26 (ask/a/ #20) WOODVALE LANE, CENTERVILLE, MA CENTERVILLE, MA 02632 M LIVIA WOODVALE LANE MAP 190 PARCEL 177 , TBM-2 •. WETLAND DELINEATION , MAGNETIC NAIL SET Prepared for: Thomas Patten, 20 Woodvale Lane, Centerville, MA 02632 VACCARO Environmental EL.=100.00 (ASSUMED DATUM) Engineering by: SCALE DRAWN JOB. NO. . Consulting FLOOD PLAIN DESIGNATION Engineering WOYhS, Inc. 1"=20' P.T.M. 128-1-3 P.O. Box 955 Community-Panel No. 250001 0015 C LYNCH, CHARLOTTE A ' fi s Sandwich, MA 02563 Map Revised: August 19, 1985` MAP 190 PARCEL 176. 12 West•Crossfield Road, Forestdole, MA 02644 DATE CHECKED SHEET NO. (508) 888-5855 Zone "C„ r (508) 477-5313 4/4/13 P.T.M. 1 Of 2 ' NOTE: TO PREVENT BREAKOUT, THE PROPOSED SEPTIC TANK PROPOSED D—BOX FINISH GRADE SHALL-NOT BE < EL:97.08 INSTALL RISERS & COVERS OVER INLET & " FOR A DISTANCE°OF 15' AROUND THE INSTALL RISER & .WATERTIGHT PERIMETER OF THE S.A.S. OUTLET AND SET TO 6OF FINISH GRADE COVER .SET TO 6" OF GRADE PROPOSED S.A.S. rt + INSTALL INSPECTION PORT OVER END, UNIT T.O.F.=99.45t O .O + EXISTING F.G. EL.=100i08(max.) ; F.G. EL.=99.4f F.G. EL.=99.5t ro W M MAINTAIN 2% GRADE (MIN.) OVER S.A.S. + INSPECTION L = 22' L = 23' L = 6' !!! PORT S=1% (MIN.) S=1% (MIN.) p S=1% (MIN.) 4"SCH40 PVC 4"SCH40 PVC 4"SCH40 PVC B /EXISTINGLLi 1 011 I s" 7.13" To �# � GARAGE INVERT HOUSE 20 1 INV.=97.30 as"LEVEL INV.=96.59 ;— —; T.O.F.=99.45f ,�°�'�,�' < LEVEL ADD INV.=96.82 PROPOSED' INV.=96.65 3 ROWS OF 7 UNITS,AT 5.0'/UNIT = 35' �w GAS BAFFLE INV.=97.05 0 (UNITS MUST BE STAMPED H-20) Q o 10 mk am H-20 SOIL ABSORPTION SYSTEM (PROFILE) O PROPOSED SEPTIC TANK CONNECT TO EXISTING 4" SCH40 PVC ESTABLISH VEGETATIVE COVER 1 SEWER AT HOUSE, INV.=97.54t BACKFILL WITH CLEAN NATIVE OR 4 .9' i a- PERC SAND TO TOP OF CHAMBERS BRE) CONTRACTOR SHALL VERIFY ALL EXISTING PIPE TOPAELEV—97.08 INVERTS, PRIOR TO INSTALLATION. INV. ELEV.=96.59 ` 2) D-BOX SHALL BE SET LEVEL AND TRUE TO GRADE ON A MECHANICALLY COMPACTED SIX BOTTOM ELEV.=96.00 INCH CRUSHED STONE BASE, AS SPECIFIED IN 4' MIN. OF NATURALLY OCCURING 310 CMR 15.221(2). PERVIOUS MATERIALS 3) INSTALL INLET & OUTLET TEES AS REQUIRED. EFFECTIVE WIDTH=8.5' 4) GAS BAFFLE TO BE INSTALLED ON OUTLET TEE 5' MIN. ABOVE GROUNDWATER EXISTING SUITABLE S.A.S. LAYOUT AS MANUFACTURED BY TUF-TITE, ZABEL OR EQUAL. ADJUSTED HIGH GROUNDWATER, EL=90.8 — MATERIAL' 3 ROWSSEPTIC SYSTEM PROFILE NOESEPARATIONFBETWE NArc EACH6ROWT& NIO TH STONE 63.5" N.T.S. TYPICAL SECTION —� 13„ ` SOIL LOG 33.8" DESIGN CRITERIA DATE: MARCH 11, 2013 (REF P#13,893) NUMBER OF BEDROOMS: 3 BEDROOMS SOIL EVALUATOR: PETER McENTEE PE, (SE#1542) WITNESS: DONALD DESMARAIS R.S. TOP VIEW SOIL TEXTURAL CLASS: CLASS I HEALTH AGENT —so" DESIGN PERCOLATION RATE: <2 MIN/IN Elev. TP— 1 Depth Elev. TP-2 Depth END CAP END CAP DAILY FLOW: 330 G.P.D. 99'6 0" b99.6 0" 'FRONT VIEW SIDE VIEW END CAP FILL # FILL REAR/TOP VIEW DESIGN FLOW: 330 G.P.D. I 98.9 8' pp98.9 g" GARBAGE GRINDER: NO C1 C1 NOTE: UNIT CONFIGURATION AND AVAILABILITY SUBJECT SIDE VIEW TO CHANGE WITHOUT NOTICE. PRODUCT DETAIL MAY LEACHING AREA REQUIRED: (330 GPD) 445.9 SF PERCH DIFFER SLIGHTLY FROM ACTUAL PRODUCT APPEARANCE. 0.74 GPD/SF 42"/54 HLLARD40 U MA BL 6 Iff4w, Arc 36 DETAIL PROPOSED SEPTIC TANK: 1500 GALLON CAPACITY MED. SAND MED. SAND ADVANCED DRAINAGE SYSTEMS,INC. (UNITS MUST BE STAMPED H-20) PROPOSED D—BOX: 1 INLET, 3 OUTLET (MINIMUM), H-10 RATED 2.5Y 6/6 2.5Y 6/6 PROPOSED SEPTIC SYSTEM UPGRADE PLAN USE 3 ROWS OF 7—ADS Arc 36 UNITS WITH No 26 (a/k/a/ #20) WOODVALE LANE, CENTERVILLE, MA SEPARATION BETWEEN EACH ROW & NO STONE '90.8 ADJ. G.W. 4 `r,90.8 ADJ. G.W. Q Prepared for: Thomas Patten, 20 Woodvale Lane, Centerville, MA 02632 BOTTOM AREA: GENERAL USE APPROVAL FOR 4.80 SF LF OF UNIT 89.3 STG. G.W. Q 123" 89.3 STG. G.W. Q 123" ( � ) ' 88.6 132 88. Engineering by: SCALE DRAWN JOB. N0. (Arc36 Units) 21 UNITS x 5.0 LF x 4.80 SF/LF• = 504.0• SF ' _6 132" NTS P.T.M. 128-13 STANDING G.W. ® 94 (EL=89.3) , Engineering Works, Inc. INDEX.WELL, SDW-252, ZONE D, ADJUSTMENT=1.5 MAR *2013 12 West Crossfield Road, Forestdole, MA 02644 DATE CHECKED SHEET NO. DESIGN FLOW PROVIDED: 0.74'. GPD ,SF 504.0 SF = 373.0 GPD PERC RATE <2 MIN/IN. ("C" ,HORIZON) y t (508) 477,-5313',, 4/4/13 P,T,M: 2 CI 2 `— .a ... _ ._ .. ..-y. ._ •.. .Yes._ _ .. _.. -_.. .....__.. :.