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HomeMy WebLinkAbout0186 BAY LANE - Health 186 BAY LANE Centerville A= 186 - 026 SMEAD KEEPING YOU ORGANIZED No. 12534 2-153LOR SUSTAINABLE FORESTRYMIN.RECYCLED INITIATIVE CONTENT 10% CWiieeFiberSowcing POST-CONSUMER® wwwAtproprem.org YI IM MADE IN USA GET ORGANIZED AT SMEAD.COM TOWN OF BARNSTABLE LOCATION f t G y LGdr SEWAGE# 009—yV VILLAGE 6 4 ASSESSOR'S MAP&PARCEL IX INSTALLER'S NAME&PHONE NO. � 717G 4 400 SEPTIC TANK CAPACITY #d Q C2 CoMo LEACHING FACILITY:(type) Jr ff=.)0 S (� �j4 (size) )a e�-,X 3,� NO.OF BEDROOMSGtiV' OWNER d PERMIT DATE: big COMPLIANCE DATE: 14 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 wiihin' 300 feet of leaching facility) Feet FURNISHED BY . coos 3 = yle y-3�6c/i� .5 = �5' S ® eiao p®coGa No. I Fee <-O THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS 2ppfication for 3Disposal 6pstem (Construction Permit Application for a Permit to Construct( ) Repair.�Upgrade( ) Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot No.46 �� ("r��1/.ii Owner's Name,Address,and Tel.No. Cq Assessor's Map/Parcel �j�pi�oll /C�+ � 6o Installer's Name,Address,and Tel.No. Pa' 6pX J,U jug Designer's Name,Address,and Tel.No. 1,0 1jpx �y I Lt5�t9CJ� n. /C Smu Type of Building: Dwelling No.of Bedrooms r2jU� Lot Size 6 sq.ft. Garbage Grinder( ) Other Type of Building k./1 , No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required y�� gpd Design flow provided yy gpd Plan Date 8 a, ,7 Number of sheets 1;� Revision Date O®� Title Size of Septic Tank r� e"DmA✓ 47(� Type of S.A.S. 3X SUU�alfU+ CkAj.bt!_S Description of Soil e Nature of Repairs or Alterations(Answer when applicable) &CA 6vi is oCy �'�rl� �'6�,,.>A -{- ,� � ,k e // cam` T,����rl iL 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 % LJ a70Application Approved bQSgne Date Application Disapproved by Date for the following reasons Permit No. s9`'�/ ��� Date Issued J No. ?(1�� Fee A ., 0 , a = �* THE COMMONWEALTH OF,MASSACHUSETTS _.THE in computer: t, PUBLIC HEALTH DIVISION\TOWN OF BARNSTABLE, MASSACHUSETTS ftpliration for Mis�osal 6pstem Construction Permit ' Application for a Permit to Construct( ) Repair-Upgrade( ) Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot N6.1006 &.YL-< 6n�v/ t 00 Owner's Name,Address,and Tel.No. 's Ma /Parcel ri"s i<,A-,.4d Assessor p a61 Pao A fC,„ LJ-V rT OC2601 I}nsstaller's Name,Address,and Tel.No. f 6 0,O)r j a ruO Designer's Name,Address,and Tel.No. ���13oX 7(.41 Type of Building: Dwelling No.of Bedrooms �u✓� Lot Size sq.ft. Garbage Grinder( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) gpd Design flow provided yy gpd r Plan Date h9117 Number of sheets Revision Date U A?D/ M . r a.- Title Size of Septic Tank ;)&k9 Type of S.A.S. �d'U I�cn Cat be%S X P A G S _$4 11/1 �24/-f SaA�f1 Description of Soil Nature of Repairs or Alterations(Answer when applicable) 6CA 6VI SA.,,. /� ^s A J ,t% tt 1 aduf DALU' /.n(Y, .2 t"syn M �, �( t 'TG..k. ��ten?12 nt, _ �Yl. ,ter/I!n W.2?a Date last inspected: Agreement: of 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. _Siggne -'.. - Date I 1j;Z4l Application Approved by Date �f Application Disapproved by Date for the following reasons Permit No. -;?.r/ '� y '1� ;Date Issued l / _ --- - . - - - -_ - ---=---- J THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE,MASSACHUSETTS � Fr�,i, '"�•, � Ctrtifiiat of�6�ntip ante' _.. THIS IS TO CERTIFY,that the On-site Sewage Di/spos 1 system Constructed( ) Repaired(, j Upgraded( ) Abandoned( )by /< <lI e-- �G.�o`� uPS7lu�T at jg . _ &,. )( vt jk _ has_been 6onslructed m accordance - /- with the provisions of Title 5 and the for Disposal System Construction Permit No:,_��rd d Installer Atike- Designer V. f~ #bedrooms Approved design flow gpd ` The issuance of this permit shall not be construed as a guarantee that the system will function=as designed Date j Inspectors, _...• -----, --- --//-JJ------- ----------------- ------- --- - ----- --- ---- ---- ------------------ - No. i '? �'1 Fee © THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION-BARNSTABLE,MASSACHUSETTS Misposal 6pstem Construction 3permit Permission is hereby granted to Construct( ) Repair`_y Upgrade( ) Abandon( ) System located at 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:Construction,must+be com.leted within three years of the date of this QbyM) Date _ / 77 Approved Town of Barnstable Regulatory Services Richard V.Scali,Interim Director KAM Public Health Division 1639. Thomas McKean,Director 200 Main Street,Hyannis,MA 02601 Office: 508-862-4644 Fax: 508-790-6304 Installer&Designer Certification Form Date: 0 a3�)616 Sewage Permit# a 0��`yy� Assessor's Map\Parcel { OZ(,v Designer: L,Lwow - cslalc-;y Installer: ,DAtA ftmgYm=c Address: Po.(3oy- 364- cAx--sr "Address: 16 1 �3&5 Ld,&V FAI,movqa, MA. o2S77+ V1/A&Jn11Sy kA- 02601 On CJ) a 3 a0/9 AbA" fZ was issued a permit to install a (dat (installer) septic system at 1 Nc, Qey �, . 3ae,3 r,,AaL based on a design drawn by (address) E. Laarn*_�,e.s — r—ALtLE,,/ dated F3 i28 17'Ra) 10I Z0 7 (designer) I certify that the septic.system referenced above was installed substantially according to the design, which may include minor approved changes such as lateral relocation of the distribution box and/or septic tank. Strip out (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 than 10' lateral relocation of the SAS or any vertical relocation of any component of the septic system) but in accordance with State& Local Regulations. Plan revision or certified as-built by designer to follow. Strip out(if required)was inspected and the soils were found satisfactory. I certify that the system referenced above was constructed ' l' nce'with the terms of the I\A approval letters(if applicable) �¢ .DOFIM LEERS CAULEY (Installer's Signature) CML C Na 35101 i'apesigneir's Signature (AffixDes Here) PLEASE RETURN TO BARNSTABLE PUBLIC HEALTH DIVISION. CERTIFICATE OF COMPLIANCE WILL NOT BE ISSUED UNTIL BOTH THIS FORM AND AS- BUILT CARD ARE RECEIVED BY THE BARNSTABLE PUBLIC HEALTH DIVISION. THANK YOU. QASeptieWesigner Certification Form Rev 8-14-13.doc P�Of IKE Town of Barnstable • BARNS-TABLE, MASS.39. Board of Health �p i63q. �� RFD MAC e 200 Main Street, Hyannis MA 02601 Office: 508-862-4644 Paul J.Canniff,D.M.D. FAX: 508-790-6304 Junichi Sawayanagi Donald A.Guadagnoli,M.D. December 5, 2017 Mr. Jack Landers-Cauley P.O. Box 364 West Falmouth, MA 02574 RE: 186 Bay Lane, Centerville A= 186-026 Dear Mr. Landers-Cauley, You are granted a variance on behalf of your client, Baybridge Realty Trust L.L.C., to construct an onsite sewage disposal system at 186 Bay Road, Centerville. The variance granted is as follows: Section 360-1 of the Town of Barnstable Code: To install a soil absorption system 69 feet away from a coastal bank feet of a property line, in lieu of the minimum one-hundred feet separation distance required. r This variance is granted with the following conditions: (1) You testified that a bedroom will be removed from the first floor by removing an existing wall which is located in between two bedrooms. A new bedroom will then be constructed within the basement, thereby maintaining a total of four bedrooms overall. No more than a maximum of four (4) 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. (2) The septic system shall be installed in substantial conformance with the revised engineered plans dated October 20, 2017. (3) 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 revised plans dated October 20, 2017. 2inerely yours, io Pau J. Can D M.D. Chairman Q:\WPFILES\Lan dersC au I eyB aybri dgeRealty 186BayRoad.docx t K S DATE: 10/6/2017 FEE: i s * BARNBPABLB. taAs. REC.BY i639� ��� " Town of Barnstable sCHED.DATE: 10/24/2017 Board of Health 200 Main Street, Hyannis MA 02601 Office: 508-862-4644 Paul J.Canniff,D.M.D. FAX: 508-790-6304 Junichi Sawayanagi Donald A.Guadagnoli,M.D. Alternate:Cecile Sullivan,RN,MSN VARIANCE REQUEST FORM LOCATION V ) Property Address: 186 Bc MWGW7te, MA 02632 Assessor's Map and Parcel Number: 186/026 Size of Lot: 1.15 Acres 50,200 Sf± Wetlands Within 300 Ft. Yes X Business Name: n/a No Subdivision Name: n/a APPLICANT'S NAME: Dennis Kerkado Phone 508 577-7258 Did the owner of the property authorize you to represent him or her? Yes X No PROPERTY OWNER'S NAME CONTACT PERSON Name: RaVridqe Realty!Trust, I l C' Name: pennis Kerkado Address: 16 Kings Way, Hyannis, MA 02601 Address: 16 Kings Way, Hyannis, MA 02601 Phone: 508 577-7258 Phone: 508 577-7258 EMAII-: dkerkadonnarealtygroup.com VARIANCE FROM REGULATION(List Reg.) REASON FOR VARIANCE(May attach if more space needed) Please see attached sheet NATURE OF WORK: House Addition House Renovation U Repair of Failed Septic System Checklist (to be completed by office staff-person receiving variance request application) Please submit copies in S separate,collated packets. Five(5)copies of the completed variance request form Five(5)copies of engineered plan submitted(e.g.septic system plans) Five(5)copies of MA DEP approval letter for I/A septic systems only. Five(5)copies of labeled dimensional floor plans submitted(e.g.house plans or restaurant kitchen plans) A completed seven(7)page checklist confirming review of engineered septic system plan by submitting engineer or registered sanitarian Signed letter stating that the property or business 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��tl8pplicnxenseor{ Title V and/or local sewage regulation variances only) `"='`E'" IC ` `- `"' Full menu—Five(5)copies of full menu submitted(for grease trap variance requests only). _ $95.00 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/lessee 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 Paul J.Canniff,Chairman NOT APPROVED Junichi Sawayanagi REASON FOR DISAPPROVAL Donald A.Guadagnoli,M.D. C:\Users\Decollik\AppData\Local\Microsoft\Windows\Temporary Internet Files\Content.Outlook\BMQD49H2\VARIREQ Rev APR2017.DOC r J.E. LANDERS-CAULEY, P.E. Civil-Environmental Engineering P.O. Box 364 West Falmouth, MA 02574 (508)-540-7733; 508-540-3344 (fax) jlandersca@aol.com Barnstable Board of Health October 6, 2017 200 Main Street Hyannis, MA 02601 Re: 186 Bay Lane, Barnstable, MA 02632 Variance Request-Title V VARIANCE FROM REGULATIONS REASON FOR VARIANCE Distance from coastal bank reduced from SAS system located for maximum feasible 100 feet to 69.9 feet compliance with regulations Barnstable Regulation SENDER: COMPLETE THIS SECTION 'COMPLETE THIS'SECTION ON DELIVERY ■ Complete items 1,2,and 3. A. Signat r �'� ■ Print your name and address on the reverse X , Actt so that we can return the card to you. L-{tid :�ssee ■ Attach this card to the back of the mailpiece, B. Receive y(Printed Name) C. Date gel' ery or on the front if space permits. J 1. Article Addressed to: D. Is delivery address different from item 1? E Yes -_- - —` If YES,enter delivery address below: ?No Prop 1D:186011 NICKERSON,NANCY&SAMUEL& NSJ FLEETWING INV TRUST (,r 836 BUMPS RIVER ROAD CENTERVILLE,MA 02632 l II I IIIIII IIII III III II I III III II III Service tue oRg� a ® Adult Signatrre e �ered Ml"A1)III I I III ❑Adult Signature Restricted Delivery ❑Registered Mail Restricted 9590 9402 2256 6225 4221 38 certih d Mail Restricted Delivery O Relive etum Receiptfor - ❑Collect on Delivery Merchandise r�Adir_le Alum6cr?rnnefnr fm �a r�r en n.c-,nRr_�n Delivery Restdoted Delivery ❑Signature Confirmation*^+ j, t Y i l i 't l� a. !i i .:fall ❑Signature Confirmation 7 017 14,5b 0 0 0 0 394 7 4 4 9 7 ' _lail Restricted Delivery_ Restricted Delivery Ps Form 3811,July 2015 PSN 7530-02-000-9053 Domestic Return Receipt USPS TRACKING# ;``"'"`" ..,� JUIV a x :tomu "" '" e �n 9590 9402 2256 6225 4221 38 United States Sender:Please print your name,address,and ZIP+4®in this box* Postal Service 'J. E. Landers-Cauley, P.E. P.0. Box 364 West Falmouth, MA 02574 ,lip 111 1111 It)#110111f1111111, „111ill COMPLETE • . ON DELIVERY ■ Complete items 1,2,and 3. A Sig y �✓w,.iti. ta5ent ■ Print your name and address on the reverse p�.,,v,~"°" p,Addressee so that we can return the card to you. ■ Attach this card to the back of the mailpiece, B. Received by(Printed Name) � C. Date of Delivery ' or on the front if space permits. 1. Article Address_e_d to:_ _ D. Is delivery address different from item 1? ❑Yes " g n If YES,enter delivery address below: ❑No ! i Prop ID:186012 MCNAMAR.A,LISA M TR %BAYRIDGE REALTY TRUST LLC ! 16 KINGS WAY ...'ANNIS,MA 02601 3. Service Type: ❑Priority Mail Express® II I IIIIII IIII III I II II I III III II III II I I I III I(III ❑0 Adult Adult Sign ure Restricted Delivery ❑ReVIste Registered Mail Restricted 9590 9402 2256 6225 4221 14 ❑Certified Mail® Delivery ❑Certified Mail Restricted Delivery ❑Return Receipt for O Collect nn Delivery Merchandise 2. Article Number lTranaf—s - — — i i Delivery Restricted Delivery ❑Signature ConfirmationTm tz i t; t 'I t}5 0 31 I I ❑Signature confirmation fail 7 017 1480 0 0 0 3 9 4`7 ,,e.,� Mail Restricted Delivery Restricted Delivery _ u(over$500) PS Form 3811,July 2015 PSN 7530-02-000-9053 Domestic Return Receipt USPS TRACKING# �I First-Class Mail Postage&Fees Paid WPS Permit No.G-10 9590 9402:;"cg-W 16225 .4221 14 I United States •Sender:Please print your name;address;and ZIP+4®in this box• Postal Service RIF �J. E. Landers-Cauley, P.E. ' I P.O. Box 364 3 West Falmouth, MA 02574 'Itl�lt�{�,l��,j�.��I1111i1rl�l�ll,I�I�III1I�I�Ililltltl�lill�l�l� 6 e SENDER: COMPLETE THIS SECTION • . . . 4 �O ■ Complete items 1,2,antY ': .:.' &-,Zigna: re ■ Print our name and addee-s oh-the reverse Agent y X so that we can return the card to you. Addressee ■ Attach this card to the back of the mailpiece, 13_44ec6lved nt d ) C. Date o Delivery or on the front if space permits. U ,, �� D 11 1. Article Addressed to: D. Is delivery address different from item 1? ❑ s If YES,enter delivery address below: ❑ i Prop ID:186077 NICKERSON,SAMUEL R ESTATE OF �� 1 PO BOX 77UEL 223 NICKERSON �1 CENTERVILLE,MA 02632 ®� Service Type ❑Priority Mail Express® ❑Adult Signature ❑Registered Matl ❑Adult Signature Restricted Delivery ❑Registered Mail Restricted 9590 9402 2256 6225 4221 52 ❑certified Mau® Delivery ❑Certified Mail Restricted Delivery ❑Return Recetptfor ❑Collect on Delivery Merchandise 2_Atticle_Number[transfer from service label) ❑Collect on Delivery Restricted Delivery ❑Signature Confirmation r,___.. ,-mail ❑Signature Confirmation I Restricted Delivery Restricted Delivery 1 70171145011000013947 ;4473 0 PS Form 3811,July 2015 PSN 7530-02-000-9053 Domestic Return Receipt,; USPS TRACKING# First-Class'Mal Postage&Fees Paid Permit No.G-10 9590 9402 2U5 4221 52 United States •Sender:Please print your name;address,and ZIP+4®in this box* Postal Semite J. E. Landers-Cauley, P.E. N P.0. Box 364 West Falmouth,MA 02574 COMPLETE •N COMPLETE THIS SECTION ON DELIVERY ■ Complete Items 1,2,and 3. A. Signat e ■ Print your name and address on the reverse X ❑Agent so that we can return the card to you. ❑Addressee ■ Attach this card to the back of the mailpiece, Weived by(Printed Name) C. D to o De'very or on the front if space permits. Z 1 1. Article Addressed to: D. Is delivery address d' rent from ress em 1? ❑Yes — 1 If YES.enter delivery add b'ow• ❑No I Prop ID:186076 MURPHY,JO-ANNE M I I 176 BAY LANE CENTERVILLE,MA 02632 -J. Service II I IIIIII IIII III I II II I III III II III II I II I I I I I III 13 Adult❑Adult Sig 0 Priority Mail Expresse nature eRestricted Delivery ❑Registered Mail Restricted ❑Certified Mail® Delivery 9590 9402 2256 6225 4221 21 ❑Certified Mail Restricted Delivery ❑Retum Receipt far ❑Collect on Delivery Merchandise 2. Article Number(Pransfer from service label) ❑Collect on Delivery Restricted Delivery ❑Signature ConfirmationTr" Mil ❑Signature Confirmation 7 017 14 5 0' 0 0 0 0 3 9 4 7. 4 4 8 0 i`o�ll Restricted Delivery Restricted Delivery I PS Form 3811.July 2015 PSN 7530-02-000-9053 Domestic Return Receipt USPS TRACKING# �' - First Class Mail Postage&FeesPaid USPS Permit No.G-10 9590 9402P 6�6225 4221 21 j i United States •Sender:Please print your name,address,and ZIP+40'i6 this box• Postal Seriicd I. E. Landers-Cauley, P.E. P. 0. Box 364 i iWest Falmouth, MA 02574 '-=_t-B :464 COMPLETE • ■ Complete items 1,2,and 3. A. Signature ■ Print your name and address on the reverse X �11 ❑went so that we can return the card to you. O'�Gt� &Addressee ■ Attach thiscard to the back of the mailpiece, B. Received by(Printed ame) C. Date of Delivery or on ,e front if space permits. ^tr.f ,�.,,, Io 1. ArticldeAddressed to: D. Is delivery address different from item 17 M Yes — — -- - — --- — — — If YES,enter delivery address below: ❑ No I I ; Prop ID:186025 \� ' I IHOLTZMANN,EDWARD M \ j I 305 EAST 86TH ST-ART 11BW I NEW YORK,NY 10028 0 ill I IIII'I IIII If I Ill II I II'III Il III III II I'll I l ❑AduNvice sgnat Type ❑Registered Mail press® red Mal ❑Adult Signature Restricted Delivery ❑Registered Mail Restricted El Certified Mail® Delivery 9590 9402 2256 6225 422145 ❑Certified Mail Restricted Delivery °Return e Receipt for ❑Collect on Delivery 2_es.b_N„mt--r_frrancfer_fmm-service_labe0 ❑Collect on Delivery Restricted Delivery ❑Signature ConfirrnatlonTm Signature Confirmation '7, 14 5 0 0000 3947 4527 1 ❑Restricted Delivery Restricted Delivery ff PS Form 3811,July 2015 PSN 7530-02-000-9053 Domestic Return Receipt USPKIy First=Class,Mail,. Postages&Fees Paid{ USPS Permit No.0-10 9590 9402 2256 6225 4221 45 United States •Sender:Please print your name,address,and ZIP+4®in this box* Postal Service J. E. Landers-Cauley, P.E. P. O. Box 364 West Falmouth, MA 02574 It�� i°iill���I�lI11fi��i1���f�lll��nh�l"rJ�llh�i�lll�llllfil�, COMPLETE / • ON DELIVERY ■ Complete items 1,2,and 3. fA sign re ■ Print your name and address on the reverse X ❑Agent so that we can return the card to you. Ad ressee ■ Attach this card to the back of the mailpiece, B. R eive (Printed Name) C. e o elivery i or on the front if space permits. t i 1. Article Addressed t_o_:_ _ _-__ —__. D. Is deliver??ddress different from Item 1? yea Prop ID:186075 If,Y?'i t 1'very address below: No ' 194IBAY D NAERD F III&PACKARD, t \\� e CENTERVILLE,MA 02632 ,� 3. Service Type ❑Priority Mail Express® ❑Adult Signature ❑Registered Mail � ❑Adult Signature Restricted Delivery ❑Registered Mall Rest-` 9590 9402 2256 6225 4221 69 ❑Certified Mall Restricted Delivery ❑Return",? ❑Collect on Delivery Meru 2 Delivery Restricted Delivery ..ationTm 7017. .14e50 0,000 3947 4466 rma0on Restricted Delivery .:.:livery '—over$500- PS Form 3811,July 2015 PSN 7530-02-000-9053 Domestic Return Receipt USPS TRACKING# =� MD6>14'kI �'"'Pr First Class Mail Postage&Fees Paid USPS Permit No.G-1.0 9590 9402 256 6225 4221 69 I United States •Sender:Please print your name;address,and ZIP+40'in this box• Postal Service I I E. Landers-Cauley, P.E. P. 0. Box 364 West Falmouth, MA 02574 I � I I I1'11''ll'Hllr'1""1'111lI1"Jill"'illlll111i11111 Jill)1111111 I I )54- Poo � eX4LJ LAI aS Deck fY1raS� [ledromit rI....:3 Room •+GEC /z Deck ' o Kitchen (3' mGs�-e,✓ Dining Room �=� 00 I / 2//1�1 t vv r l �O 3()LT 0-Q_, .............. Bcdroo Bedroom 22 X20 $ x Landing 81XI81 Attic Space Attic Space 2 x9 M ter., ev, La N Laundry ndry Room 10 X8, I-anvil Room 22 X15, iU .3X2' FP . I � Landing r CLIENT AUTHORIZATION AND DIRECTIVE ( W (� L I/we ltnvv�� 2 being the owner(s) of the real property located at &4l✓ LAA and having engaged John E. Landers-Cauley, P.E.to act as my/our engineer and consultant concerning (hereinafter referred to as the "project") do hereby authorize and direct John E. Landers, Cauley, P.E. and all of his employees, agents and servants, to prepare and file with the appropriate permit granting authorities,the necessary and appropriate civil engineering plan(s) and application(s)for permits and/or approvals that may be required for the project; and to sign and deliver on my/our behalf any application, permit, certification, authorization, instrument or other document necessary or appropriate to obtain any required permit for the project; and to attend and represent me/us at any public meeting or hearing related to the project; and to consent to the continuance or rescheduling of any public meeting or hearing or other matter related to the project; and to consent to the closing of any public meeting or hearing related to the project; and to consent to any condition or requirement that may be requested by any permit granting authority; and to do or take any other necessary or appropriate action as may be related to the project all at such time(s) and in such manner as John E. Landers, Cauley, P.E. may deem appropriate I/we represent to John E. Landers-Cauley, P.E.that I/we are the owner(s) of the above described real property and that I/we have the authority to execute and deliver this Authorization. Executed as a sealed instrument. Dated: Jol y/o Owner Dated: Co-Owner cWdocuments/authorization statement i AbutterReport Page 1 of 1 Board of Health Abutter List for Map & Parcel(s): '186026' Direct abutters(no set distance) and the properties located across the street. Total Count: 8J Close Map&Parcel Ownerl Owner2 Addressl Address 2 Mailing Country Deed CityStateZi p 186011 NICKERSON,NANCY& NSJ FLEETWING INV 836 BUMPS RIVER CENTERVILLE,MA 26036/305 SAMUEL&]ANET TRS TRUST ROAD 02632 186012 MCNAMARA,LISA M TR %BAYRIDGE REALTY 16 KINGS WAY HYANNIS,MA 25998/192 TRUST LLC 02601 186025 HOLTZMANN,EDWARD 305 EAST 86TH ST- NEW YORK,NY 1297/400 M APT 11BW 10028 1 186026 MCNAMARA,LISA M TR %BAYRIDGE REALTY LLC 16 KINGS WAY HYANNIS,MA02601 25998/192 186028 SOPHOCLES,MICHAEL 513 HAYFIELD LANE WAYLAND,MA 27460/180 S&DOROTHY 01778 1 186075 SMITH,EDWARD F III 194 BAY LANE CENTERVILLE,MA &PACKARD,USA 02632 28176/230 186076 MURPHY,30-ANNE M 176 BAY LANE CENTERVILLE,MA 02632 2790/207 NICKERSON,SAMUEL C/O SAMUEL CENTERVILLE,MA 186077 R ESTATE OF NICKERSON PO BOX 723 02632 24878/205-------------- 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 this list certified.The owner and address data on this list is from the Town of Barnstable Assessor's database as of 10/5/2017. http://maps.townofbamstable.us/arcims/appgeoapp/AbutterReport.aspx?type=BOH 10/5/2017 I J.E. LANDERS-CAULEY, P.E. Civil-Environmental engineering P.O. Box 364 West Falmouth, MA 02574 (508)-540-7733; 508-540-3344 (fax) jlandersca@aol.com October 6, 2017 Re: 186 Bay Lane, Barnstable, MA 02632 Dear Abutter: On behalf of our client,we are requesting the Barnstable Board of Health grant one or more Variances for the above referenced site. Summary of Project Upgrade a failed septic system to a new Title V septic system that meets maximum feasible compliance with all current regulations. Location of Protect 186 Bay Lane, Barnstable, MA 02632 Assesors Map 186 Parcel 026 Hearing Date/Time/Place October 24, 2017 at 3:00 P.M. Barnstable Town Hall 367 Main Street Second Floor Hyannis, MA 02601 You may exam and/or obtain a copy of the Variance Request (including plans, photos and other supporting materials) and information concerning the date,time and place of the hearing in this matter at the Barnstable Board of Health, 200 Main Street, Hyannis, MA 02601, 508-862-4644; or by contacting my office. Sincerel K Z . Lan ers-Cauley, P.E. p://Ken B/186 Bay Ln BOH Notice to Abutters r Town of Barnstable P# 508.495.1225 P Department of Regulatory Services 3-Z n,Marank: Public health Division Date-2--2 8-17 rages. .ttM'� 200 Slain Street,Hyannis PAA02601 Z q a Date Scheduled _ I Time r/V Fee P(l. $100.00 �J '� Soil Suitability Assessment for Sewa Disposal Performed By: Witnessed By: 0- � �- ✓7`�i' rQ LOCATION&GEYERAL INFORMATION Kn f a LocationAddress186 Bay Ln. Centerville Owner's Name Lisa McNamara ` Adrlress30 William Fairfield r. Wenham, MA 01984 Asscssor'.sNlaprPareel:186 026 (code 1010) En jneer'sNatne RIn%a1 J. Borselli NEWCONSTRUCTIOK __. REPAIR X _ Tclephonoo508.495.1225 Lnnd Osc. Residential Slopcs(".a) Surface Stones Distances from: Open Water Bod)• n Possible Wet Area n Drinking Water Well 0 Dmiragc.Fay _R Property Liu. n Othet n S KETC H:(street dame,dimensions of lot,exact locations of test boles&perc tests,locale wetlands in proximity to holes) � aysc,--, f V r-\\J Parent ntateial lgeolagicl Sand N. Depth w Bednsk >10 0' Depth to Groondtcoler,Standing Water in Hvle; none `, Weepin.111rom Pit Face none Estiinated Seasonal High Groundwater 121 +/- DETERNIINATION FOR SEASONAL HIGH WATER TABLE Ntahoc[Used: observed Depth Obsen•ed standine in obs.hole: in. Depth to soil nu Illes: in. Depth to mecping from side orobs-hole: in, Groundm'ater Adjustment a, Inds,11'ell= Reading Date: Indcc Well let el___ Aaj,factor Adj.Groundwater Level Observ ation PERCOLATION TEST Date3-17-307,re10 a.m. Ilole a 1&2 Time at 0- Depth of Pere Time at 6" Stan Pre-soak Time a Time(0"6"I End Pre-soak RateMin:Inch <2min/inch Site SuitabililY Assessment: Site Passed X Site Failed: _ Additional Testing Needed(Y•Ni Original: Public Health Di%ision Observation Hole Data To Be Completed on Back---------,- ***If percolation test is to be con(lucted within 100'of wetland,you must first notify the Barnstable Conservation Division at least one(1)week prior to beginning. Q aS EPT IMPHRCTO1W.DOC k-M DEEP B V O SER ATION HOLE LOG Hole# 1 Depth thom Soil 1106'.nn Soil T-i-c soil Color $,it Other Surface l in.f (CSD:\I (\lunselll \loll ling isimclum,Slones.Boulders. C n,i'tell, n Cr,\ II - 0" 611 Drivewav Fill 6" - 30.11B Loamav Sand_10._vear 6L6 `__ 3011 12011 C Coarse Sand 2_57.�4 DEEP OBSERVATION HOLE LOG Hole# 2- Depth from Soil Horizon Soil Texture Soil Color Soil Other Surfacelin.l IlSD.\l (\lunselll \louling 1Slnicture.Stones.Boulders. Consist a 4n Cracel Same as above DEEP OBSERVATION HOLE LOG Hole# Depth from Sail Horizon Soil Tarnm Soil CJIOr Soil Other Surface tin.) iL'SDAi 1\lunselll \fouling (Structure.Stones.Boulders. - C•nsi-tene ° Go,ell DEEP OBSERVATION HOLE LOG Hole# Depth front Soil Horizon Soil Texture Soil Color Soil Other Surface tin.► (USDA( 1\lunsclll \foaling iStnlcturc.Slones.Boulders. onsi Zeno ° Cre ell Flood Insurance Rate`lao: Ahor c 500 year Ilood boundary No \'es\v/ r- Within 301)yearboundan• XI>�///Y/es_• . Within 100 year flood beundar. No V Vas_ Dhath of Naturnliv Occurring Pervious Material Does at least four feet ornaturilly occurring pervious material exist in all arras observed throughout the area proposed For the soil absorption system" Ifnot.what is the depth ornaturally occurring pJrvious material? Certification I certify that on (date)I have passed die soil evaluator examination approved by the Department or Environmental Protraction and that the above analysis was performed by me consistent with the required training.expertise and experience described in 310 CHAR 15.017. Signature Date 9-1 1- Q:`SEPTIC.PERCFOR 4I.DOC 'F•!r Y • ' L TRANS.NO.: CITY/TOWN: APPLICANT: ADDRESS: DESIGN FLOW: Land REVIEWED BY: DATE: c -? r N/A OK NO GENERAL- Legal boundaries denoted[310 CMR 15.220(4)(a)] tr' 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?(I"=40'for plot plans, 1"=20'or fewer for components) 310 CMR 15.220(4)] Easements shown 310 CMR 15.220(4)(b) System located totally on lot served [310 CMR 15.405(1)(a)for upgrades]-i not, a variance is required [310 CMR 15.412(4) E Location of impervious surfaces(driveways,parking areas etc.) [310 CMR 15.220(4)(d)] ,1 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)(f)] daily flow 1 se tic tank capacity (required andprovided) soil absorption system(required and rovided) whether system designed for garbage grinder North arrow[310 CMR 15.220(4)(g)] Existing and roposed contours 310 CMR 15.220(4 Location and log of deep observation holes(existing each-test) 310 CMR 15.220(4)(h)] grade el.on Names of soil evaluator and BOH representative [310 CMR 15.220(4)(h) and(i)] , Location and date of percolation tests(performed at proper elevation?) 1­310 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) A 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 7 Location of every water supply,public and private, [310 CMR N/A OK NO 15.220(4)(k)] v/"- within 400 feet of the proposed system location in the case of surface water su plies and gravel packed public water supply within 250 feet of the proposed system location in the case within 150 feet of the proposed system location in the case Of rivate water supply wells l Location of all surface waters and wetlands located up to 100 tt. beyond setbacks listed in 310 CMR 15.211 and any catch basins located within 50 ft. [310 CMR 15.220(4)(1) Water lines and other subsurface utilities located [310 CMR 15.220(4)(m)] (if water line cross see 310 CMR 15.211(1) 1 ) 1 , Profile of system showing invert elevations of all system corn onents and the bottom of the SAS [310 CMR15.220(4 o ) Stain of designer[310 CMR 15.220(1)and 310 CMR 15.220(2) Stamp of Registered Land Surveyor(required if construction / activities within 5 ft. of lot line) [310 CMR 15.220(3)) Test Holes adequate(two in each of the primary and reserve unless trenches as permitted in 310 CMR 15.102(2)or as approved for an u grade under LUA at 310 CMR 15.405 1 Test hole adequate to demonstrate four feet of suitable mate al? 310 CMR 15.103 4) �- Test Holes adequate to confirm adequate groundwater separation? 310 CMR 15.103(3)] '� Benchmark within 50-75'of s stem 310 CMR 15.220 4 ( ) Materials specifications noted?[various sections of 310 CMR 15.000] Monents not>36"deep (unless Local U UA requested 310 CMR Is L05 1 )grade ( )� Address t$ Sheet of 7 N/A OK NO SEPTIC.TANK Size OK? 310 CMR 15.223(1)] zf� 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 described 310 CMR 15.227(5))or permitted for upgrades under LUA 310 CMR 15.405(1)(k)] Minimum cover 9" (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)(0] "Three access covers(inlet and outlet must be 20" or greater)- middle access at least 8" (b 7/07) f310 CMR 15.228(2)] Access to within 6 " of grade -one port for systems<]000gpd, two fors stems>1000 gpd [310 CMR 15.228(2)] All at-grade covers secured to unauthorized access? [310 CMR 15.228(2)] �- > 10 ft from building foundation [310 CMR 15.211(1)]Buoyancy calculation Required/Done[310 CMR 15.221(8)1 1 H-20 Where appropriate? [310 CMR 15.226(3)] Setbacks from resources [310 CMR 15.211] Multi-Compartment Tanks Required when other than single-family dwelling or flow>1000 d [310 CMR 15.223(1)(b)] First compartment 200%daily flow; Second compartment 1000/0 Bail flow 310 CMR 15.224(2)and(3) "U" pipe through or over baffle,outlet of each compartment with as baffle or approved filter[310 CMR 15.224(4)] Address I Sheet 3 of 7 N/A OK NO BUILDING SEWER AND OTHER PIPING - Located at least ten feet from any water line? [310 CMR 15.222(2)] Zf� Disposal piping at least 18"below water line(when water and sewer cross, see 310 CMR 15.21 l(1)[1]) l,'f Cleanouts required/provided? 310 CMR 15.222(8) Thrust blocks specified in force mains?310 CMR 15.221(6)(c)] Slope of sewer line not less than 0.01 (1/811/8) 0.02 preferable [310 CMR 15.222(6)] Proper pitch on all runs?(.005 within gravity-distributed trenches and beds) r310 CUR 15.251(9)and 310 CMR 15.252(2)(c)] ✓� Siphonproblem/ leachfield below pump chamber) / Endca s or vent manifoldspecified? Size and orientation of discharge holes specified?(not smaller than 3/8"not larger than 5/8") [310 CMR 15.251(8)and 310 , CMR 15.252(2)(h) Materials specified (310 CMR 15.251(5) specifies various pipe types allowed) DISTRIBUTION BOX 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 deeper than 9" - 10 CMR 15.232(3)(fl] Inside minimum dimension 12" [310 CMR 15.232 2f Minimum sum 6" 310 CMR15.232(3)(e Watertight cover if<2000gpd);waterproof manhole if>200.0gpd 310 CMR 15.232(3)(d)] -PUMP CHAMBERS Capacity(emergency storage above working—design flow)?[3 10- CMR 23](2)] Proper setbacks r310 CMR 15.211 (same as se tic tanks)] Watertight 20-in minium access manhole at least 20"MUST BE TO GRADE [310 CMR 15.231(5 ) Service components accessible(not too deep with piping, disconnects accessible) Alarm floats-alarm on circuit separate from pumps specified? Exceeds two units must have two pumps operating in lead lag i mode. [310 CMR 15.231(6)and 8) Stable Com acted Base [310 CMR 15.221(2) Buoyancy calculations needed?Provided? 310 CMR 15.221(8 Address [ Sheet 4 of 7 N/A OK NO SOIL ABSORPTION SYSTEMS:(SAS) GENERAL Calculations correct? ,. 4 feet of naturally occurring material demonstrated? [310 CMR 15.240(1)] Required separation to groundwater?P10 CMR 15.212)] ✓ Aggregate specified as double washed[310 CMR 15.247(2)] i System Venting required/provided?(system under driveway or >36"deep) [310 CMR 15.241] Inspection ports specified and within 3'final grade?[310 CMR 15.240 13 ,E Breakout requirements met?(No violation of breakout elevation within 15 ft of SAS unless barrier) [310 CMR 15.211(1)[4] and Guidance Document] v GALLERIES,PITS,CHAMBERS 310 CMR 15.253 Chambers and Gal. in trench configuration supplied with inlet every 20 ft.1310 CMR 15.253(6)] Each structure with one inspection manhole(if>2000 gpd must be to grade) [310 CMR 15.253(2)] Aggregate I'minimum-4'maximum. [310 CMR 15.253(1)(b)] 2'sidewall credit maximum [310 CMR 15.253(1)(a) In bed conflizuration, inlet every 40 s . ft. 310 CMR 15.253(6) TRENCHES 310 CMR 15.251 Width 2'minimum 3`maximum [310 CMR 15.251(1) 100 feet-maximum len 310 CMR 15.251(1)(a) Minimum separation 2x effective depth or width whichever eater(3x if reserve between trenches) [310 CMR 251(1)(d) Situated along contours 310 CMR 15.251(2)] Breakout OK? [310 CMR 15.211(1) 4] and Guidance Document BED SAS(Maximum size-of bed or field 5000 d) minimum 2 distribution lines P10 CMR 15.2520)(a)] Maximum separation between lines 6' 310 CM R15.252 2) d ! Maximum separation between lines and outside of bed 4' [310 CMR 15.252(2)(e)] Aggregate depth below discharge pipes 6" minimum, 12" maximum. [310 CMR 15.252(2)(g)] Se aration between beds 10'minimum. [310 CMR 15.252(2)(f)] 1 Bottom area used in calculations only[310 CMR 15.252(2)(i)] Address Sheet 5 of 7 N/A OK NO DID THE PLAN INVOLVE Pressure Dosed System ? Provided pump and piping calculations as required [310 CMR 15.220(4)(r)] j Pressure dosing required on all systems>2000gpd or alternative systems under remedial approval [3 l 0 CMR 15.254(2)and I/A Remedial Use Approvals] 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 d)good to note on plan [310 CMR 15.254(2)(d)] Construction in fill -Did the plan specify that the fill shall meet the specification of 310 CMR 15.255(3)? Impervious barrier and/or retaining wall ? Guidance Document Impervious barrier installation must be supervised by designer 310 CMR 15.255(2)(b)] Retaining wall must be designed by Registered Professional Engineer 310 CMR 15.255(2)(a)] Side slope not exceed 3:1 ? D 10 CMR 15.255(2) Breakout requirements met? [310 CMR 15.252(2) and Guidance Document] s At least 5 ft. from impervious barrier to edge of SAS (10 ft. recommended) [310 CMR 15.255 (2)(e)] Graveldess System ILIA-Approval Letters) - - Check DEP A roval letters for credits and design conditions If used with pressure dosing do not allow pressure discharge to scour soil interface Alternative Septic System[UA A proval Letters) Was DEP Approval Letter provided and/or have you [DEP viewed the letter for conditions? f Is the technology being properly applied and does it meet all {P A roval Conditions? Is there a note on the plan regarding the requirement for } perpetual maintenance agreement? Any alarms involved on separate circuits j Did the applicant submit an operation and maintenance manual? a�salicant submitteda co of a maintenanceVarian { Are-the variances listed on the plan? [310 CMR 15.220 (4)(q)] RLS Stamp necessary on plan if a component is within five feet of propeqy line 310 CMR 15.412(4 New construction or increased flow proposed-[Refer to 310 : CMR 15.414] Address Sheet 6 of 7 Nitrogen Sensitive Areas . N/A OK NO Is the system in a Designated Nitrogen Sensitive Area(Zone 11 fo a public supply well)?[310 CMR 15.214, 310 CMR 15.215 and / 310 CUR 15.216-also refer to Policy regarding upgrades of such V existing s stems] Is the system proposed on the same lot as served by private well . i 310CMR15.2142 Are the nitrogen loads proposed in compliance? [310 CMR 15.216(1)] Miscellaneous Pum in to septic tank? 310 CMR 15.229 Shared System [310 CMR 15.290 Address 10(p Sheet 7 of 7 Town of Barnstable P# 508.495.1225 P Department of Regulator)'Services : UAnY91'AULC,: Public Health Division Date-2-2 B-17 MADa. , 200 Main Street,Hyannis Pob\02601 �rro nvd� Z q a Dale Scheduled _ 1� -7 Time �r/v� Fee Pd, $100.00 �J � / N V Soil Suitability flssessment for Se wa Disposal i Perfunned By: Witnessed Oy: `�- e_,�� � N LOCATION&GENERAL INFORiv1ATION Location Address 186 Bay Ln. Centerville owner's Nome Lisa McNamara kr ' Address30 William Fairfield r. Wenham, MA 01984 Assessor's MlaplParcel:186 026 (code 1010) En jneer's Nartre N�ichal J. Borselli NEW CONSTRUCTION REPAIR X Telephone it 5 0 8.4 9 5.1225 L,nJUsc Residential Slopcs(°,e) Surface Stones Dislances from: Open Water Bad), a Possible Wet Area R Drinking Water Well R Dralrage Waf ❑ Prupeny Ltue n OOter m S KETCH:(Street mane,dimensions of lot,exact locations of test holes&pore tests,locate wetlands in proximity to holes) 'H 0 V's7 %L r + 1 NN Parent material weulogicl Sand ` Depth to Bcdnxk >100' Depth to Groundwater. -Standing Water in Molt: none ` Weepinfrom Pit Face none Estimated Seasonal High Groundwater 121 +/- DETERMINATION FOR SEASONAL HIGH WATER TABLE NethodUsed: observed Depth Obsen•ed standing in ebs.bale: in. Depth to soil mottles: in, Depth to neeping Prem side orobs,hole: in. Groundnxalcr Adjuslment a, Index Well= Readin_Dart; Index N'tll It,el_ Adj.factor :\Jj.Groundn'a1�7 Ltrel PERCOLATION TEST Date3-17-$67re10 a.m Obsen•ation Halt= 1&2 Time at 9" Depth of Perc Time at 6" Stan Pre-soak Time it Time 19"6"I . End Pre-soak Rate MinjInch <2min/inch Silt Suilabilil)•Assessment: Site Passed X Site Failed:._ Additional Testing Needed IY.V r Original: Public Heallh Division Observation Hole Daus To Be Completed on Back----- -- ***If percolation testis to be conducted Within 100'of wetland,you roust first notify lire Barnstable Conservation Division at least one(1)iveek prior to beginning. Q:IS EPTlC1PERCFOIh\L DOC DEEP OBSERVATION HOLE LOG Hole# S Depth from ,oil llarizan Sail Texture Soil Color soil Other Surface t in.I iCSDAI iMunsell) montim 1Structurc,Stones.Boulders. Gmsistenn.°+fine el l 0" - 611 ]?rivewav Fill 6" - 30." -B Loamay Sand_10_year 6L( 3011 12011 C Coarse Sand 2_57- /4 _ DEEP.OBSERVATION HOLE LOG Hole# Z Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface tin.) ICSDAI (Munscill >Waling ISlnmture.Stones.Boulders. Consisicnct °aGravel Same as above DEEP OBSERVATION HOLE LOG Hole# Depth Rom Soil Horizon Sail Texture Soil Color Soil Other Surface(in.I iUSDAI Munsell) Mottling iStrtcture.Stones.Boulders. Gmsistencx.l+Gnx el I DEEP OBSERVATION HOLE LOG Hole# Depth Iiom Soil Horizon Soil Tenure Soil Color Soil Other Surfacetin.l 1CSDAi tMunse111 \fouling !Strunura.Siones.Boulders. Consistenc,.1°Graxell •x�V. .tl -_ Flood Insurance Rate Man: � Alim a 500 Bear flood boundary No Within 500 yearboundar• Xt`. Yes Within 100 year tlo�t boundan Mpth of Naturalty Occurring Pervious Material Does at least four Feet oPnaturally occurring pervious material exist in all areas observed throughout the area proposed For the soil absorption system? IfnoL what is the depth of naturally occurring p4rvious material? Certification I certify that on (date)l have passed the soil evaluator examination approved by the Department of Environmental Protection and that the above analysis was performed by me consistent with the required training.expertise and experience described in 310 C SIR 15.017. Signature _ Datc$1 y 1 Qc`SEPTIC.PERCFOR\d.DOC ra ��—� Y �, .w^"" ate•Y .`ems`".'„ . At " F i 6 r _1 1 + `". _ : 1 �. e �. I ��� w .� .� , wit ..� �� � t ,� .; �K i y �, i Y 2 t' �.,` 4. � � ��, � _ � . V1 'rt ��, "- � �. 3] 4 �' e .�iM � ~� 33 /� �i S" a,wl�_r �dir•� � LX r� ���� <, �xx ;a. �+ �:I U M �� i� 4 ,ia� 'Ya u � �v4 r �Y r4� f '�'�'�mot. � '��� f'?�, �.,'� ." xti. � tom` �,, �'' :,. �' •-,,t _ _ � . � c�- i t� i� k ,l S�'' .;a x� "; 'a t �:�. � _�� _ � '/ _ Y y •,' - _ ` `.` T �1r 1 _ �Y ', 3 '' !i��� y rv,� y; � ;;r - �, +,� �; ., a� a. r � t � � c �; -r , i` i � i +p .,C.i ICJ '_ ,f,`,' �� F �. � � d ; ;i � f � ti�M�1�., _ � W 1 • � s J.E. LANDERS-CAULEY, P.E. Civil-environmental Engineering P.O. Box 364 West Falmouth, MA 02574 (508)-540-7733; 508-540-3344 (fax) jlandersca@aol.com Sharon Crocker Barnstable Board of Health November 20, 2017 200 Main Street Hyannis, MA 02601 Re: 186 Bay Lane, Barnstable, MA 02635 Variance Request-Title Dear Ms. Crocker: The hearing in this matter was continued to determine ONLY if the room in the basement complied with the state building code. Submitted with this letter is an email from Dennis Kerkado showing three photos of the interior of the basement with a statement from Dennis Kerkado that the door opening is 32 x 78 and the window opening is 29 x 48. There are no revisions to the plans and there are no revisions to the 7 page checklist. Please contact our office if you require any additional documents or information. Sincerely, J. E. Landers-Cauley, P.E. P://Ken B/168 Bay Ln letter re BOH Variances J.E. LANDERS-CAULEY, P.E. Civil-environmental Engineering P.O. Box 364 West Falmouth, MA 02574 (508)-540-7733; 508-540-3344 (fax) ilandersca@aol.com Sharon Crocker Barnstable Board of Health November 20, 2017 200 Main Street Hyannis, MA 02601 Re: 186 Bay Lane, Barnstable, MA 02635 Variance Request-Title Dear Ms. Crocker: The hearing in this matter was continued to determine ONLY if the room in the basement complied with the state building code. Submitted with this letter is an email from Dennis Kerkado showing three photos of the interior of the basement with a statement from Dennis Kerkado that the door opening is 32 x 78 and the window opening is 29 x 48. There are no revisions to the plans and there are no revisions to the 7 page checklist. Please contact our office if you require any additional documents or information. Sincerely, J. E. Landers-Cauley, P.E. P://Ken B/168 Bay Ln letter re BOH Variances 1 Town of Barnstable P# 508.495.1225 ,NME rqw �P Department of Regldatory Services 3-2 netwauntr.i Public Health Division Date-2 8-17 mess. reyy. yam 200 Main Street,Hyannis NL\02601 Date Scheduled _ 1 Time �v1 FeePd. $100.00 X fV V Soil Suitability Assessittent for Sews/c/�!{l(/Disposal i Performed By: Witnessed By: /�,[e 1-2—L ill? LOCATION&GENERAL INFORMATION ►� Loce6onAddress186 Bay Ln. Centerville Owner's Name Lisa McNamara kr ' Atldress30 William Fairfield r. Wenham, MA 01984 Assessor's Nlap/Parc&186 026 (code 1010) En jne'9' me NlsichalNa J. Borselli NE W CONSTRUCTIOK REPAIR X Telephone u 5 0 8.4 9 5.12 2 5 Land use Residential Slopes(°,) Surface Stones Dislances from: Open Water Body a Possible Wel Arca h Drinking Water Well R Drainage W,,y ,R Propcny Liue ❑ Oil- a SKETCH:(sheet name,dimensions or lot,exact locations of test holes&pore tests,locale wetlands in proximity to holes) Parent material Igeologict S and Depth to Bedeck >10 0' Depth to Groundwater.Standing Water in Hole; none � _ Weepin1l'rom Pit Face none Estimated Seasonal High Groundwater 12 t +�- DETERNIINATION FOR SEASONAL HIGH WATER TABLE Method Used: observed Depth Observed standing in obs.hole; in. Depth to soil mottles: in. Depth to n aping frem side of obs.hole: in. Groundwater-\djusiment a. Index\yell= Reading Date: Index O'tll let el Adj.factor Adj.Groundwater Level PERCOLATION TEST Dme3-17-3r17rte10 a.m. Observation Ilole e 1&2 Titre at 0" Depth of Pere Time of b" Strut Pre-soak Time a Time 19 6") End Pre-soak Rate klinjlnch <2min/inch 1 ^ �p!•i Site Suilabilih,Assesstnenl: Site Passed X Site Failed:- _ Additional Testing Naded(Y.\I f•�' �"`•-� 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(cast one(1)week prior to beginning. Q:\S EPTIC\PL'RCI'OItNLDOC - fir DEEP OBSERVATION HOLE LOG Hole# Depth Coln Soil 110Hwn Soil Tecu m soil Color Soil Other Surface(in.l WSDAI Munselh blonlinu (Structure-Stones.Boulders. - - Con,-i tun. ° Cn II 0" 611 Drivewav Fill 6" - 30.11.._B Loamy Sand_10._year 6 6 30" 120"C Coarse Sand 2_57.7/4 DEEP OBSERVATION HOLE LOG Hole# 2, Depth rrom Soil Horizon Soil Texture Soil Color Soil Other SurfaceIill.) tl'SDAI Oluoselll Monliq 'Structure.Stones,Boulders. Co nsistench ° Gnvel Same as above DEEP OBSERVATION HOLE LOG Hole# Depth from coil Horizon Soil Tcxiurc Soil Coke Soil Other Surface tin.) tt.'SDAI (Munselh Mottling tStnuciure.Slones.Boulders. C•nsiztenc Cn ell DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surfacelin.l WSDAI 1\lunsclli Mettling t.Strunurc.Slows.Boulders. -- 'nsi Zeno ° Gra ell Flood Insurance Rate Mao: t . Abot a 500 rear flood boundan No 1(e",/ Within ion year boundan No7 Within 100 rear flail beundan - Dbpth of Naturally Occurring Pervious Material Does at least[bur feet ornatur ally occurring pervious material exist in all areas observed throughout the -• area proposed for the soil absorption system'.' - If not,what is the depth of naturally occurring Orvious material? Certification I certify that on (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 the required training.expertise and experience described in 310 CNIR 15.017. Signature Dater l 0:'S EPTIC.PE RUOR\d.DOC USE RISERS' 'TO BRING THE USE RISERS TO BRING THE LFE51 COVERS TO WITHIN 6" COVER TO WITHIN 6" ALL STONE IS OF FINISHED GRADE OF FINISHED GRADE DOUBLE WASHED VENT PIPE WITH F PRADE ZABEL FILTER SHALLI E INSPECTED THREADED RODENT AND MAINTAINED A MINIMUM OF WITHIN 3" ELEV=17.1-MAX SCREEN ON OR 20"� 0 40 P.V.C. CONCRETE COVERS TO BE BROUGHT TO 4 PVC WITHIN 6" OF FINISH GRADE 4" CAST IRON OR OBs' PORT scIIEDULE 4o P.vc. 12"MIN. 3LA ofSLP.= 0_0_2_ DIST._ SLP.= 0_005 1,500 GALLON SECTION 500 GALLON �••5_CONCRETE COVER � 1/a"-1/ ELEV.*14.89 SECTION =0.02 DIST.=24_o WASHED ONE ELEV.=L�. _ INVERT o 000a000000a000000o0 14.49MIN. 0000000"0"0"a"o" UR 0o0 * 10" MIN. ELEV.=1 .41 THE PIPES SHALL BE INSTAL �„s ei I,EV•=13. o_o_o_o_o_o_o_o_o_o _ _ o o_oIL) _ INSTALLED IN THE �T ' is z�� ELEV.=1 O"o"o"o"O" ®®®5R®®®®®®® °O°o°o°O°o°o°O°�%4" TOYii/z DEERMDW BY THE FILTER ELEV=�3.sr2 00000000000 ®®®®®®®®®®® °O°O°O°O°O°O°OC ASHED STONE LOCATIONS AND AT THE � � of DISTRIBUTION BOX o 0 0 0 0 0 ®®®®®®®®®®® o„o„0 0 o„o„0 ELEV•-11.45 ELEVATION SHOWN. (SEE CHART AT RIGHT) USE H-20 LOADING. TO BE WET TESTED IF 2000 GALLON PARTITIONED SEPTIC TANK MORE THAN ONE OUTLET. 3 @ 4' 10" x 8.5' H-20 LEACHING CHAMBERS 5.0' TO BE PLACED ON 6" OF STONE EQUALLY SPACED IN A 12.5'x33.5' TRENCH TO BE PLACED ON 6" OF STONE OR LENGTH OF OR MECHANICALLY COMPCTED SOIL. MECHANICALLY COMPACTED SOIL LIQUID OUTLET TEE - - - - - - - - - - - - - - - - - - - - - - - - - - - - USE A TANK WITH THREE COVERS. DEPTH BELOW FLOW LINE ELEVATION ADJUSTED 1'= 6.5 4 FEET.......14 INCHES CALCULATED GROUNDWATER ELEVATION= 5.5 USE H-20 LOADING. 5 FEET.......19 INCHES SOIL TEST DONE BY: FALMOUTH ENGINEERING DETERMINED BY UPLAND EDGE OF BVW 6 FEET........24 INCHES WITNESSED BY: DAVE STANTON __________ SEE 310 CMR --- --- 12.5' x 33.5' = 418.75 15.227 (6) PERCOLATION RATE:_<2__MIN/INCH P# 15296 12.5'(2)(2) + 33.5' (2)(2) = 184.00 TEST HOLE 1 DATE: 0a/_l7L17_ ELEV_16_L ___ 602.75 x .74 = 446.04 PROFILE OF DEPTH HORIZON TEXTURE COLOR MOTT. OTHER I CERTIFY THAT I AM CURRENTLY APPROVED BY THE SEWAGE DISPOSAL SYSTEM DEPARTMENT OF ENVIRONMENTAL PROTECTION PURSUANT NOT TO SCALE O"-6" HTM DRIVEWA TO 310 CMR 15.017 TO CONDUCT SOIL EVALUATIONS 16.2-15.7) AND THAT THE ANALYSIS GIVEN HAS BEEN PERFORMED BY ME CONSISTENT WITH THE REQUIRED TRAINING, EXPERTISE, AND EXPERIENCE DESCRIBED IN 310 CMR 15.017. I FURTHER CERTIFY THAT THE RESULTS OF GENERAL NOTES: PERC ® MY SOIL EVALUATION, AS INDICATED ON THE ATTACHED 6"-30" B LOAMY SAND 10YR 6/6 SOIL EVALUATION FORM, ARE ACCURATE AND IN (15.7-13.7) 32 ACCORDANCE WITH 310 CMR 15.000 THROUGH 15.017. EL 13.6 1. THIS PLAN IS FOR THE REPAIR OF AN EXISTING SEWAGE DISPOSAL SYSTEM. REFER TO ATTACHED SOIL EVALUATION 2. PLAN REFERENCE - LOT 3 BARNSTABLE REG. OF DEEDS. BY FALMOUTH ENGINEERING, INC. 3. THIS PLAN IS FOR THE INSTALLATION /REPAIR OF SEPTIC SYSTEM 30"-120" C COARSE SAND 2.5Y 7 AND NOT TO BE USED FOR SURVEYING AND ZONING PURPOSES. /4 NO H2O - DESIGN DATA: 4. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO D.E.P. (13.7-6.2) ENC'D TITLE 5 AND THE TOWN OF BARNSTABLE RULES AND REGULATIONS FOR THE SUBSURFACE DISPOSAL OF SEWAGE. TEST HOLE 2 DATE:03-17,117_ ELEV. ___ NUMBER OF BEDROOMS _4(FQ_UR).-.___ 5. ALL COVERS TO SANITARY UNITS SHALL BE BROUGHT TO WITHIN DEPTH HORIZON TEXTURE COLOR MOTT. OTHER GARBAGE DISPOSAL NONE 6 OF THE FINISHED GRADE. (Q�_____ 6. EXISTING AND FINAL GRADES SHALL REMAIN ESSENTIALLY THE TOTAL ESTIMATED FLOW 444----- GPD SAME, UNLESS NOTED BY FINAL CONTOURS. 0"-6" HTM DRIVEWA ( 11(L GAL /BR./DAY X ___ BR. ) 7. ALL COMPONENTS OF THE SANITARY SYSTEM SHALL BE CAPABLE 16.2-15.7) • OF WITHSTANDING H-10 LOADING UNLESS THEY ARE UNDER OR SEPTIC TANK CAPACITY 2-o00_rmI. REQUIRED WITHIN 10' OF DRIVES OR PARKING AREAS. H-20 LOADING f SHALL BE USED UNDER OR WITHIN 10' OF DRIVES OR PARKING 2L000_GAL.PROVIDED ti�� z,t� Ate, >. 6 AREAS UNLESS NOTED. "-30„ o�� N '�� , LEACHING AREA REQUIREMENTS 8. ANY MASONARY UNITS USED TO BRING COVERS TO GRADE SHALL B LOAMY SAND lOYR 6/6 GAULEY BE MORTARED IN PLACE. (15.7-13.7) o c SIDEWALL AREA -l8.4-00 S.F. 9. NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH 35101 BOTTOM AREA _4L$�7s5__ S.F. DEEDED OR ZONING REGULATIONS. OWNER/APPLICANT IS TO ��o ISTERQ a OBTAIN SUCH DETERMINATION FROM APPROPRIATE AUTHORITY. „ „ 'IFS I N W,".1 LEACHING CAP.(BOT. & SIDEWALL)_446.04GAL 10. THE EXCAVATOR/CONTRACTOR SHALL VERIFY THE LOCATION OF 30 -120 C COARSE SAND 2.5Y 7/4 �, 1_ TO�H2O ALL UNDERGROUND UTILITIES PRIOR TO ANY EXCAVATION. (13.7-6.2) ENC'D RESERVE LEACHING CAPACITY _444.00 _ G� 11. UNTIL APPROVAL FROM THE BOARD OF HEALTH IS GRANTED, THIS t PLAN IS SUBJECT TO CHANGE. NOTE: THE TOWN OF BARNSTABLE REQUIRES THE ENGINEER TO INSPECT ALL SEPTIC ' SYSTEM COMPONENTS, APPLICANT: DENNIS KERKADO DATE: 08/28/17 INCLUDING INVERTS, AFTER THEY HAVE BEEN INSTALLED AND BEFORE THEY ARE BACKFILLED. REV. 10/04/17 10/20/17 JDR SHEET 2 OF 2 JOB # 2856 USE RISERS TO BRING THE USE RISERS TO BRING THE F.F. ELEV.=18.51 COVERS TO WITHIN 6" COVER TO WITHIN 6" ALL STONE IS OF FINISHED GRADE 20,MIN OF FINISHED GRADE DOUBLE WASHED VENT WITH PIPE ELEV•= 16.0_ ZABEL FILTER SHALL BE INSPECTED + T��ED RODENT AND MAINTAINED A MINIMUM OF WITHIN 4" CAST IRON OR » i 0 3" ELEV.=17_4 MAX SCREEN SCHEDULE 40 P.V.C. 20 � CONCRETE COVERS T�0 BE BROUGHT TO OBs a 0 Pvc PORTWITHIN 8" OF FINISH GRADE 4" CAST IRON OR DIST.=45.6' SCHEDULE 40 P.V.C. 1. 12 MIN. 3" LA of SLP.=0.02 DIST.- SLP.=0_005 1,500 GALLON SECTION 500 GALLON - �•5 _CONCRETE COVER f ' SECTION =0 02 DIST.=24_0 WASHED ONE ELEV.*14.89 ELEV.=1 2& INVERT ELEV. .41 0 000a0000000oo0o0o00 14.49MIN. �o�o°o°o°"°"°"°" " 0000 10" MIN. _ o_o_o_o_o_o_o_o_o_o _ _ o o_0_c *THE PIPES SHALL BE INST GAS LEV.=13. ®®®® 0 ®®®® - o - b -t < z4" LAYER of THE LENGTH OF ZABEL v v v v v O O O O O O O O INSTALLED IN THE OUTLET TEE Is ELEV.=L3a ELEV.=�3 00000o00000 ®®®®®®®®®®® 00000000000000 /4" TO 1-1/2" DETERMINED BY THE FILTER O O O O O ®®®®®®®®®®® O O O O O O O WASHED STONE LOCATIONS AND AT THE LIQUm DEPTH OF DISTRIBUTION BOXj o 0 0 0 0 0 ®®®®®®®®®®® o 0 0 0 0^O^O THE TANK usED. ELEVA1.45 ELEVATION SHOWN. (SEE CHART AT RIG" USE H-20 LOADING. TO BE WET TESTED IF 2000 GALLON PARTITIONED SEPTIC TANK MORE THAN. ONE OUTLET. 3 ® 4' 10" x 8.5' H-20 LEACHING CHAMBERS 5 0' TO BE PLACED ON 6" OF STONE EQUALLY SPACED IN A 12.5'x33.5' TRENCH TO BE PLACED ON 6" OF STONE OR LENGTH OF OR MECHANICALLY COMPCTED SOIL. - MECHANICALLY COMPACTED SOIL. LIQUID OUTLET TEE - - - - -- - - -- - - - - - - -- -- - - - - -- - USE ATANK WITH THREE COVERS. DEPTH BELOW FLOW LINE ELEVATION ADJUSTED 1'= 6.5 4 FEET.......14 INCHES CALCULATED GROUNDWATER ELEVATION= 5.5 USE H-20 LOADING. 5 FEET.......19 INCHES SOIL TEST DONE BY: FALMOUTH ENGINEERING DETERMINED BY UPLAND EDGE OF BVW 8 FEET........24 INCHES WITNESSED BY: DAVE STANTON_________�__ 12.5' x 33.5' = 418.75 S 5.22EE 7 (8) PERCOLATION RATE:_<2_MIN/INCH P# 15296 12.5'(2)(2) + 33.5' (2)(2) = 184.00 TEST HOLE 1 DATE: 0117L17_ ELEV._16_2 602.75 x .?4 = 446.04 PROFILE OF DEPTH HORIZON TEXTURE COLOR MOTT. OTHER I CERTIFY THAT I AM CURRENTLY "PROVED BY THE SEWAGE DISPOSAL SYSTEM DEPARTMENT OF ENVIRONMENTAL PROTECTION PURSUANT NOT TO SCALE 0"-6" HTM DRIVEWA TO 310 CMR 15.017 TO CONDUCT SOIL EVALUATIONS 16.2-15.7) AND THAT THE ANALYSIS GIVEN HAS BEEN PERFORMED BY ME CONSISTENT WITH THE REQUIRED TRAINING, EXPERTISE, AND EXPERIENCE DESCRIBED IN 310 CMR 15.017. I FURTHER CERTIFY THAT THE RESULTS OF PERC ® MY SOIL EVALUATION, AS INDICATED ON THE ATTACHED GENERAL NOTES: 6"-30" B LOAMY SAND lOYR 6/6 SOIL EVALUATION FORM, ARE ACCURATE AND IN (15.7-13.7) 32 ACCORDANCE WITH 310 CMR 15.000 THROUGH 15.017. EL. 13.6 1. THIS PLAN IS FOR THE REPAIR OF AN EXISTING SEWAGE DISPOSAL SYSTEM. REFER TO ATTACHED SOIL EVALUATION 2. PLAN REFERENCE - LOT 3 BARNSTABLE REG. OF DEEDS. BY FALMOUTH ENGINEERING, INC. 3. THIS PLAN IS FOR THE INSTALLATION /REPAIR OF SEPTIC SYSTEM 30"-120" C COARSE SAND 2.5Y 7/4 AND NOT TO BE USED FOR SURVEYING AND ZONING PURPOSES. 13.7-6.2) NO D20 DESIGN DATA: 4. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO D.E.P. TITLE 5 AND THE TOWN OF BARNSTABLE RULES AND REGULATIONS FOR THE SUBSURFACE DISPOSAL OF SEWAGE. TEST HOLE 2 DATE: 03�17 17_ ELEV-16_2_� NUMBER OF BEDROOMS -4('OU$�___ 5. ALL COVERS TO SANITARY UNITS SHALL BE BROUGHT TO WITHIN GARBAGE DISPOSAL NONE 6" OF THE FINISHED GRADE. DEPTH HORIZON TEXTURE COLOR MOTT. OTHER 6. EXISTING AND FINAL GRADES SHALL REIJAIN ESSENTIALLY THE TOTAL ESTIMATED FLOW _4AQ----- GPD SAME, UNLESS NOTED BY FINAL CONTOURS. 0"-6" HTM DRIVEWA ( 11(L GAL./BR./DAY X -4--- BR. ) 7. ALL COMPONENTS OF THE SANITARY SYSTEM SHALL BE CAPABLE 16.2-15.7) OF WITHSTANDING H-10 LOADING UNLESS THEY ARE UNDER OR SEPTIC TANK CAPACITY �,OQQ_GAi�EEQUIRED LZ� ASf y_ 2,0 WITHIN 10' OF DRIVES OR PARKING AREAS. H-20 LOADING 00_GAL.PROVIDED A� SHALL BE USED UNDER OR WITHIN 10' OF DRIVES OR PARKING AREAS UNLESS NOTED. 6"-30" B LOAMY SAND 10YR 6/6 ? �N*� v -g LEACHING AREA REQUIREMENTS B. ANY MASONARY UNITS USED TO BRING COVERS TO GRADE SHALL (15.7-13.7) LE �: SIDEWALL AREA �84.00 S.F. BE MORTARED IN PLACE. 9. NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH 1 3�'0� f BOTTOM AREA _41$735__ S.F. DEEDED OR ZONING REGULATIONS. OWNER/APPLICANT IS TO `'o ,S�ER•n` 446 04 OBTAIN SUCH DETERMINATION FROM APPROPRIATE AUTHORITY. FfSc,�,Sl•., c LEACHING CAP.(BOT. & SIDEWALL)_____ GAL. 10. THE EXCAVATOR CONTRACTOR SHALL VERIFY THE LOCATION OF 30 -120. C COARSE SAND 2.5Y 7/4 \I'll., ALL UNDERGROUND UTILITIES PRIOR TO ANY EXCAVATION. (13.7-6.2) ENC'D RESERVE LEACHING CAPACITY _444.00 _ Gam• 11. UNTIL APPROVAL FROM THE BOARD OF HEALTH IS GRANTED, THIS I . PLAN IS SUBJECT TO CHANGE. APPLICANT: DENNIS KERKADO DATE: 08/28/17 NOTE: THE TOWN OF BARNSTABLE REQUIRES THE ENGINEER TO INSPECT ALL SEPTIC SYSTEM COMPONENTS, INCLUDING INVERTS, AFTER THEY HAVE BEEN INSTALLED AND BEFORE THEY ARE BACKFILLED. REV. 10/04/17 10/20/17 JDR SHEET 2 OF 2 JOB # 2856 i o� LO zo cn : 5� Wa W z c �D. OD AL HAZARD HAZARD - ZONE ,Ills. ZONE IL .AE13 G04� A ` AEi2 4w V104 V103 'Ills CB/DH - IL V102 AL FOUND AL LOT 3 / 37.40' � 50,200t S.F. / WOODED / b 6" 0 TOP OF 101 V105 pf M 10" OAK OASTAL �" BANK �Illc �IIlc OD ARD AR Z0NE AE12 _ p ° X O `f °12 OAK KIO � � 44� wG °EXISG 18" A P� ' �o� OAK PARCEL viol o 100=z NIF -co 48. OAK MICHAEL S. & DOROTHY T- 15 ; SOPHOCLES mow/ 41r, ',�' 10"° w G$ / 0�4�0. OAK WOODED / WN 12 WOODED 24" .Dk�` 00ILIy'' �� ?� PINE Z ��``�,ugh ►Il 108 of O g�c�l EDGE T.H (POS00 /EW4 � 8' FAOE ��loc w�8 " , 4 ' LOT 1 o� J �2 0 jcS T CB/DH NIF O FOUND EDWARD F. SMITH III E/'" & LISA PACKARD IL VENT w PIPE a B/DH` l EW2 {�y A' p, FOUND _ / rn ;W 'lilt- � ��Sw old i oI o Ic N N 1' • CATCH / 4 BASIN / } 114 LOT 2 \ / o NIF \ ` / 3,��' JO-ANNE M. MURPHY 9 9iS /------ OF47 R DH CB r' Fo/ � / NOTES: �J THE EXISTING SEPTIC SYSTEM COMPONENTS SHALL BE �R I ABANDONED, PUMPED AND FILLED WITH CLEAN INERT �----= �u- \ o o(o MATERIAL 9 c�3 \ � '' w THE WATER SERVICE SHALL BE RELAID AS SHOWN AND SITE PLAN ENCASED WHERE IT IS WITHIN 10 OF ANY SEPTIC o BENCHMARK / SYSTEM COMPONENT OR PIPE. PREPARED FOR EF.s 28 AP 1 � l DENNIS KERKADO \ DATUM: NAVD 88 OF `\ �� THE FLOOD ZONES SHOWN WERE DETERMINED BY FALMOUTH 186 BAY LANE \ \ ENGINEERING, INC. AND DEPICTED ON A PLAN DATED APRIL 24, 2017 CENTERVILLE, MA J.E. LANDERS—CAULEY, P. E. THE VARIANCE REQUESTED IS: CIVIL ENVIRONMENTAL ENGINEERING PARCEL 11 BARNSTABLE REGULATION: LESS THAN 100' TO A COASTAL BANK P.O. BOX 364 WEST FALMOUTH, MA 02574 DOWN TO 69.9' 508 540 - 7733 ph 0 10' 20' 30' 40' 508 540 - 3344 fax ASS.#186-026 DATE: 08 28 17 SCALE: 1" 20' REV.10 20 17 JDR SCALE: 1" 20' DRAWN BY: JDR map 186 parcel 026 REV.10 04 17 JDR JOB NO. 2856 SHEET: 1 OF 2 - -- O� LO .4' n - 5 \ a O _ zo - cri zoo - HAZARD HAZARD OkE _ �lllc -- E1E13 04� IWLAE12 V104 V103 CB/DH IL V102 AIL FOUND S82.0 11 37.40' LOT 50,200 3S.F. / WOODED � / 8" 0 TOP OF 101 V105 p� 10" OAK OASTAL ; BANK �1IIc '111c OD ARD ONE AR Z AE12 A 80 AK X K �O{ " 012 OAK w cs 4/ 18" _ a - _ Ems tcP ,NK w � OAK I PARCEL / IL V107 c .�-, 10 o x N/ OAK MICHAEL S. & DOROTHY / _ ocs�050 C\2 48 T ---�5 SOPHOCLES 10110 g ti tiCb-43 AV - _ p OAK r o F16 --- WOODED / WN " 12 w --'-WOODED All PINE 101, EDG T.H. ._ 5 l 0 �• 4.� w `� rn LAM w ti° <9T (POST I EW4 P FAGE �.�,,L�� �� W ' rq LAWN 187 `Q? 8,6 ' .. .. o LOT 1 O� ) �ti s oT CB/DH FOUND NIFEDWARD F. SMITH III E °o �� 1� �w �, w & LISA PACKARD ' ' / VENT PIPE EW2 C, FOUND old EWl / O of O4� N N 1' 7 CATCH l �BASW \� 14elk / 13 I � � s / A LOT 2 a S NIF �\ ( �No JO—ANNE M. MURPHY AAA 01,\ , // \ v\ llbx \ �`Z' \ CB/DH \ 1 / NOTES: 35101 FOUN THE EXISTING SEPTIC SYSTEM COMPONENTS SHALL BE ABANDONED, PUMPED AND FILLED WITH CLEAN INERT --. o'o MATERIAL 0 THE WATER SERVICE SHALL BE RELAID AS SHOWN AND SITE PLAN ENCASED WHERE IT IS WITHIN 10 OF ANY SEPTIC o BENCHMARK: _ SYSTEM COMPONENT OR PIPE. PREPARED FOR NACAP I • DENNIS KERKADO EL 9.28 _ DATUM: NAVD 88 of THE FLOOD ZONES SHOWN WERE DETERMINED BY FALMOUTH 186 BAY LANE CENTERVILLE, MA ENGINEERING, INCI. AND DEPICTED ON A PLAN DATED APRIL 24, 2017 J.E. LANDERS—CAULEY, P. E. THE VARIANCE R,�QUESTED IS: CIVIL ENVIRONMENTAL ENGINEERING PARCEL 11 BARNSTABLE REGULATION: LESS THAN 100' TO A COASTAL BANK P.O. BOX 384 WEST FALMOUTH, MA 02574 508 540 — 7733 ph. 0 10' 20' 30' 40' (DOWN TO 69.9') 508 540 3344 fax ASS.#186-026 DATE: 08128117 SCALE: 1" = 20' REV.10 20 17 JDR SCALE: 1" = 20' DRAWN BY: JDR map 186 parcel 026 REV.10 04 17 JDR JOB NO. 2856 SHEET: 1 OF 2