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HomeMy WebLinkAbout0034 BONE HILL ROAD - Health 34 Bore Hill Bamstarle r r+ No. 90MMONWEALTH 6 Fee bu/ THLF /OF MASSACHUSETT/S Entered incomputer: PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE, MASSACHUSETTS Nplitation for Disposal *pstem Construction Permit Application for a Permit to Construct Repair()((')u Upgrade( Abandon ❑Complete System Individual Components ( ) P W Pg ( ) ( ) P Y P Location Address or Lot No. 3 1� 13W6; N i(-L RA> Owner's Name,Address,and Tel.No. P �33<0 6 (3�l�d.i5'rrq�i P Qv� I C(✓a� 1+4�4�1��� Assessor's Ma - /Parcel Installer's Name,Address,and Tel.No.508-`f`n'8 871 Designer's Name,Address,and Tel.No. 5a S—;L73"0311 7 i S3 8,5 C YA&YJ9U 4 kJ Y E Type of Building: Dwelling No.of Bedrooms �'" �oed otSize sq.ft. Garbage Grinder( ) Other Type of Building RIRR L_b&)Jir[ No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) �a.© gpd Design flow provided gP d Plan Date of aQ�d 01 6 Number of sheets f Revision Date Title ,31+ AotjE 14fc ,. P-oAD 1364W9TA?,Li5 Size of Septic Tank 1,®pc, Type of S.A.S.�AJ ,Op C�y44_Q)tj G14H/iu&V;C Description of Soil !:!,)A 5,60JD (ate J��`t S 6,1 Nature of Repairs or Alterations(Answer when applicable) 0:5 IF 6_W6T1 d.J(X [,ppc) 62wtw Sc5pTLe� T"< IM N F-w U-13 oy M 6.3) SUO C--&U,20 14--lo Ct,"69S La.,r rO a gec[7: oy otJ Gx)r>� AQb Aa5 Fri oN 5OZ5 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 Heal Sign d Date 1—,.1-3 " 1� Application Approved by Date Application Disapproved by Date for the following reasons Permit No. d_0 1 p _q 7 Date Issued oax No. O 1 �/�1 P r (� 1.1711( Fee u THE COMMONWEALTH OF MASSACHUSETTS Entered inco4uter: PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE, MASSACHUSETTS 2pplitatlon for ?Disposal 6pstem (Construction Permit _ Application for a Permit to Construct( ) Repair(X Upgrade( ).Abandon( ) ❑Complete System �Zvidual Components Location Address or Lot No. ,� �,OA1C Fd t 4C R� Owner's Name,Address,and Tel.No. Assessor's Map/Parcel 3 � Po O�gcL•coREN Installer's Name,Address,and Tel.No.5v$-07-$8?-7 Designer's Name,Address,and Tel.No. $d B-'Z73-'03-1 Z C'�1pb�tDS ENTa��St=S `l.G � �CtilN��i►rCz-��. Type of Building: �ol// Dwelling No.of Bedrooms - ""•' Lot Size 5A t sq.ft. Garbage Grinder( ) Other Type of Building jz ( _No.of Persons Showers( ) Cafeteria( ) y . Other Fixtures - Design Flow(min.required) gpd-,.,,Design flow provided of 51 gpd Plan Date 9-;Lq•-A Ot(2 Number of sheets ' 0 Revision Date L 7� n� � Title 34 ��t '��e- o e s'- M AL6TAw (.4 Size of Septic Tank 1100 Type of S.A.S.JAI COO b4-t,Lotj CN A&6ca2=j Description of Soil_ ���S ��(.�7 /�,�'{ 5�X Pe_4&_j Nature of Repairs or Alterations(Answer when applicable) Lis C &KJST I AI CZ 1,00C) G*"&) N F tAJ 1) u a.) ;5'�0(;=C j O&j 14--AQ �at& try r-rJ4 r Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in t_ 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 Heal . Sign- Date Application Approved by A A Ar Date 11 - d ? /6 Application Disapproved by $ Date i for the following reasons Permit No. 2 p Lj( : Date Issued t THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE,MASSACHUSETTS y. Certificate of Compliance THIS IS TO CERTIFY,that the On-site Sewage Disposal system Constructed( ) Repaired( fO Upgraded( ) Abandoned( )by CAP9i W( Q G C:. - -, Ses L .G _ at 3 q A.QNE !41 LI_ Pb J3.AA&UCrA$CgjC- has been constructed in accordance with the provisions of Title 5 and the for Disposal System Construction Permit No. o�7dated if -13 1 (o Installer(?/QPr(,Otv d5 t%Ey7:6aWL� Designer .-G #bedrooms f j rr jT f Approved desi fflo �Q gpd The issuance of this permit shall not be;construed as a guarantee that the system will fuhct w n�as design1d. Date I /L Inspector—i_ 1 l y Ar - -- --- ------------------------------------------------------------------------------------------------------------ No. - Fee / U THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION -BARNSTABLE,MASSACHUSETTS disposal 6pstem Construction i3ermit Permission is hereby granted to Construct( ) Repair(x) Upgrade( ) Abandon( ) ) System located at 34162 ME (!LLPOA> 9! 'AU S L, - • � t rf , and as described in the above Application for Disposal System Construction Permit. The applicant recognized his/her duty to comply with `°` •_ I Title 5 and the following local provisions or special conditions. Provided:Construction must be completed within three years of the date of this permit. Date I ,/� ���j Approved by TOWN OF BARNSTABLE - LOCATION 3 4 Bo tj C- H l Li- Po AT) SEWAGE# Acs t ea VILLAGE RAJL)r,'T,�k. F��cASSESSOR'S MAP&PARCEL 313(p SO INSTALLER'S NAME&PHONE NO( AAPr= Q)G EfJ T6AAk5QS U-0� - 4.7 -all SEPTIC TANK CAPACITY I O oo G- ALLW S i f LEACHING FACILITY.(type) A 5©®a CA A ut (size) 8 X NO.OF BEDROOMS OL OWNER FA J t?g�ES MA�Z".5��►�, PERMIT DATE:, 2.0 COMPLIANCE DATE: Separation Distance Between the: A AT. 6 W Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility EL.. A ,Qn Feet Private Water Supply Well and Leaching Facility(If any wells exist on site or within 200 feet of leaching facility) N A Feet Edge of Wetland and Leaching Facility(If any wetlands exist within t 300 feet of leaching facility) Feet FURNISHED BY QM&,¢)Q iDr=- & PAts d Q vzi p to j CN Ln (N " N N� JI 11 al i J 1) Y9 h ui 130> w T� . o 7v z ut C� gozvz r. vv u vv i Town of Barnstable Regulatory Services . Richard V. Scali,Interim Director II &%WWAst.e. a AIMSPublic Health Division Thomas McKean,Director 200 Main Street,Hyannis,MA 02601 Office: 508-862-4644 Fax` 508-790-6304 Installer& Designer Certification Form 12-7�-1(D Date. Sewage Permit# aZa I G q 17 Assessor s Map\Parcel Designer: 5 C n to ce- c*Iq .,'TD C. Installer: CQ VJ'ae. ewi-ccert$e Address; 2$5y ra�b r Ili hwa Address: 153 Carnmerc(ol S4r-!e,+ i Cask 10c6rektam HA az53 d HoskQ,.e, �-t�t 02.to y 9 on GQeewi& Erk rQrlseS was issued a permit to install a . (date) (installer) septic system at 3 2 &%Ie Ni k 900J based on a design drawn by (address) ":Y C E%i Ain aec CrC.. dated 2 1- 1 / (desig Er) Y 1 certify that 1 he septic system referenced above was installed substantially according to the design, w iich may include minor approved changes such as lateral relocation of the distribution b x and/or septic tank. Strip out (if required) was inspected and the soils were found s tisfactory. 1 certify that the Septic system referenced above was installed with major changes (i.e. greater than 1 ' lateral relocation of the SAS or any vertical relocation of any component of the septic ystem) 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 foundsatisfactory. 1 certify that he system referenced above was construc nce with the terms of the 1\A apy royal letters(if applicable) CHUR fll,dR. a VIL (Installer' Si i re) N 41 7 1 A9 S rASE igner's Si a (Affix igne s St mp H e) PL UTURA TO BA STABLE PUBLIC HEA H D IS N. CERTIFICATE OF COMPLIANCE WILL NOTBE ISSUED UNTIL BOTH T4118, FORM AND AS- BUIL CARD ARE RECEIVED BY THE BARNSTA13LE PUBLIC HEALTH DIVISION. THANK YOU, QASeptic\Designer Certification Form Rev 8.14.13.doe i Doi_: 1 9 3U9 4 O56 117221-2016 12 0 11 BARNSTABLE LAND COURT REGISTRY DEED RESTRICTION Whereas, Frances N. MacIsaac and Karen MacIsaac, Trustees of the 34 Bone Hill Road Nominee Trust, under declaration of trust dated December 13, 1999, and filed with.the Barnstable Registry District of the Land Court as Document No. 789,599 (the "Trust"), of 34 Bone Hill Road,P. O. Box 241, Cummaquid, Massachusetts 02637, are the owners of Lot A, shown on Land Court Plan No. 21720-B, located at 34 Bone IIill Road,Barnstable (Cummaquid), Barnstable County, Massachusetts(hereinafter,the '`Lot")- and Whereas,pursuant to the terms of the Trust any one Trustee of the Trust has authority to bind the trust;and Whereas,Karen MacIsaac, Trustee of the 34 Bone Hill Road Nominee Trust, under declaration of trust dated December 13, 1999, and filed with the Barnstable Registry District of the Land Court as Document No. 789,599,has 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 on the Lot as a pre-condition to 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; and 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 15.200, 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 or maintained on the Lot be put on record with the Barnstable County Registry of Deeds and/or the Barnstable Registry District of the Land Court;as applicable, by recording this document. Now,therefore, Karen MacIsaac,'Trustee of the 34 Bone Hill Road Nominee Trust,under declaration of trust dated December 13, 1999, and filed with the Barnstable Registry District of. the Land Court as Document No. 789,599, does hereby place and impose the following restriction upon the Lot in accordance with their agreement with the Town of Barnstable Board of Health, which said restriction shall run with the land and be binding upon all successors in , title: s The dwelling constructed or maintained upon the Lot shall contain no more than two (2) bedrooms unless and until it is connected to the municipal sewer or the Board of Health of the Town of Barnstable permits otherwise. T ' ' Property Address: 34 Bone Hill Road, Cummaquid, Massachusetts ' For title, see Certificate of Title No. 156232. -44 Executed as a sealed instrument this (5 day of /1 yi m bi— Q , 2016. 34 BonZHi d Nominee Trust By: en MacIsaac, Trustee STATE OF h1RSSAchvS£� s County of , MVSV-fb1z' On this /S" day of Nax mbf e , 2016, before me, the undersigned notary, public,personally appeared Karen MacIsaac, Frwho proved to me through satisfactory evidence of identification,which was &2— DR�5��� ' ����.vf , or ❑ who is known by me and to me known,to be the person whose name is signed on the preceding or attached document,"and acknowledged to me that she signed it voluntarily for its stated purpose and as her free act and deed, as Trustee of 34 Bone Hill Road Nominee Trust. Zdk,,sAd F f'hftRTt c- ;Notary Public My Commission Expires:' !(- �L010 F41 M ' v�CTgRY PV��'' C Uss PX 2 TRUSTEE'S CERTIFICATE I, Karen MacIsaac, Trustee of the 34 Bone Hill Road Nominee Trust,under declaration of trust dated December 13, 1999, and filed with the Barnstable Registry District of the Land Court as Document No. 789,599 (the"Trust"), of 34 Bone Hill Road,P.0. Box.241,.Cummaquid, Massachusetts 02637, under oath, do depose and say as follows: 1. That Frances N. Maclsaac and I are all of the trustees of the Trust., 2. That the Trust has not been revoked or amended and is still in full force and effect. 3. That any one Trustee is authorized by the terms of the Trust to bind the Trust and I have been duly authorized and directed by all of the beneficiaries of the Trust,to sign, seal, acknowledge and deliver the attached'or foregoing Deed Restriction. r 4. That no beneficiary of the Trust is a minor, or is now deceased or under any legal ,. disability or operating under any constraint or undue influence. Subscribed and sworn to under the pains and penalties of perjury this 1 S day of VoL)L,*b£2 CVU1t1:1/ K r n MacIsaac,Trustee of 34 Bone Hill Road Nominee Trust STATE OF-A� ^95sg6h vs£ S County of 6V/QS7 6/L Then personally appeared before me,the undersigned notary public,the above-named Karen Maclsaac, Trustee of the 34 Bone Hill Road Nominee Trust 0 who proved to me through satisfactory evidence of identification, which was e£As C— , or ❑ who is known by me and to me known,to be the person whose name is signed on the preceding or { attached document, and who swore or affirmed to me that the contents of the document are truthful and accurate to the best of her knowledge and belief. 9w ® F mH-4n ,Notary Public My commission expires: y'I/ =�v20 41 . W :zW N r OTgRY 1P . i BARNSTABLE COUNTY REGISTRY OF DEEDS A TRUE COPY,ATTEST JOHN F.MEADE,REGISTER 3ARNSTABLE REGISTRY OF DEEDS John F. Meade, Register 1 i Town of Barnstable Barnstable Board of Health i &"M M Hyannis g 200 Main Street, His MA 02601 I i639. ,� 2007 fp Mp. A Office: 508-862-4644 Paul Canniff,D.M.D. FAX: 508-790-6304 Junichi Sawayanagi Donald Guadagnoli,M.D. S October 31, 2016 Mr. Michael Pimentel JC Engineering, Inc. 2854 Cranberry Highway East Wareham, MA 02538 RE ,' 34 Bone Hill Road;`Barnstab1e`t _ Dear Mr. Pimentel, You are granted variances on behalf -of your clients, Francis and Karen Macisaac, to construct an onsite sewage disposal system at 34 Bone Hill Road, Barnstable. The variances granted are as follows: 310 CMR 15. 211: To install the leaching facility 6.8 feet away from the front property line, in lieu of the ten feet minimum required. 310 CMR 15. 211: To install the leaching facility underneath up to 3.7 feet of soil cover, in lieu of the maximum of three feet allowed. These variances are granted with the following conditions: (1) 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 two (2) bedrooms maximum. A copy of the recorded deed restriction shall be submitted to the Health Agent prior to obtaining a disposal works construction permit. (2) The septic system shall be installed in strict accordance with the revised - engineered plans dated September 29, 2016. Q:\WPFILES\Pimentel Macisaac 34 Bone Hill Road Var 0ct2016.docx 1 a , (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 engineered plans dated September,29, 2016. 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 engineer designed the septic system to be located in an area to attempt to maximize setbacks to wetlands. Si ely yours, Paul a n M. ChairmanVV Q:\WPFILES\Pimentel Macisaac 34 Bone Hill Road Var Oct2016.docx 3 �FTHE1p� DATE: 30 /r v FEE + BARNSfABLE, '� Pt'I" (�y(f� " ��.4 y MASS. �p 1679• W REC. BY cS (�'OCke* Town of Barnstable SCHED. DATE: f m Board of Health CO-3 200 Main Street,Hyannis MA 02601 Office: 508-862-4644 Wayne A.Miller,M.D. FAX: 508-790-6304 Junichi Sawayanagi Paul J.Canniff,D.M.D. VARIANCE REQUEST FORM LOCATION Property Address: 34 Bone Hill Road, Barnstable, MA 02559 Assessor's Map and Parcel Number: Map 336,Parcel 61 Size of Lot:10.452 sf Wetlands Within 300 Ft. Yes X Business Name: No Subdivision Name: APPLICANT'S NAME: Frances&Karen Macisaac Phone Did the owner of the property authorize you to represent him or her? Yes X No PROPERTY OWNER'S NAME CONTACT PERSON Name: Frances N.&Karen Macisaac Na;ne: Michael Pimentel,EIT,CSE Address: P.O.Box 241,Cummaquid,MA 02637 Address: 2854 Cranberry Highway,East Wareham,MA 02538 Phone: Phone: 508-273-0377;Email: mpimentel@jcengineeringinc.com VARIANCE FROM REGULATION(List Reg.) REASON FOR VARIANCE(May attach if more space needed) See attached Appendix A NATURE OF WORK: House Addition O House Renovation O Repair of Failed Septic System Checklist (to be completed by office staff-person receiving variance request application) Please submit copies in 4 separate completed sets. _ Four(4)copies of the completed variance request form Four(4)copies of engineered plan submitted(e.g.septic system plans) Completed seven(7)page checklist confirming review of engineered septic system plan by submitting engineer or registered sanitarian _ Four(4)copies of labeled dimensional floor plans submitted(e.g.house plans or restaurant kitchen plans) _ Signed letter stating that the property owner authorized you to represent him/her for this request _ Applicant understands that the abutters must be notified by certified mail at least ten days prior to meeting date at applicant's expense (for Title V and/or local sewage regulation variances only) _ Full menu submitted(for grease trap variance requests only) 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 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 co f tr '�'-� 'A f ca Certified Mail Fee Al r-q $ Extra Services&Fees(checkbox,add tee as ap ptiere) ❑Return Receipt(hardtop» ' $ t� O ❑Ratan Receipt(electronic) $ P ! El Certified Mall Restricted Delivery $ O - Here 1 ❑Adult Signature Required $ � 3 ❑Adult Signature Restricted Delivery$ ;r` rU PostageLn % Prop ID:336050001 �►-�; i JEFFREY P.CHANDLER Ln , US I r-1 21 CHIMNEY HILL DRIVE N FARMINGTON,CT 06032-2478 r --------------- Certified Mail service provides the following berilefits: ■A receipt(this portion of the Certified Mail label). for an electronic return rApt,see a retail' ■A unique identifier for your mailpiece. associate for assistance.To receive a duplicate , ■Electronic verification of delivery or attempted return receipt for no additional fee,present this delivery. USPS®-postmarked Certified Mail receipt to the n A record of delivery(including the recipients retail associate. "t, signature)that is retained by the Postal Service'" Restricted delivery service,which provides for a specified period. delivery to the addressee specified by name,or to the addressee's authorized agent Important Reminders: Adult signature service,which requires the ■You may purchase Certified Mail service with signee to be at least 21 years of age(not First-Class Mail®,First-Class Package Service®, available at retaiq. or Priority Mail®service. Adult signature restricted delivery service,which, ■Certified Mail service is notavailable for requires the signee to be at least 21 years of age international mail. and provides delivery to the addressee specified ■Insurance coverage is notavailable for purchase by name,or to the addressee's authorized agent, with Certified Mail service.However,the purchase (not available at retail). of Certified Mail service does not change the ■To ensure that your Certified Mail receipt is Insurance coverage automatically included with accepted as legal proof of mailing,it should bear a.• certain Priority Mail items. USPS postmark.If you would like a postmark on ■For an additional fee,and with a proper-this Certified Mail receipt,please present your endorsement on the mailpiece,you may request Certified Mail item at a Post Office'for' the following services, postmarking.it you don't need a postmark on this. Return receipt service,which provides a record^Certified Mail receipt,detach the barcoded portion, of delivery(including the recipient's signature). of this label,affix it to the mailpiece,apply y You can request a hardcopy return receipt or an --appropriate postage,and deposit the mailpiece. electronic version.For a hardcopy return receipt, complete PS Form 3811,Domestic Return Receipt;attach PS Form 3811 to your mailpiece; IMPORTANT.Save this receipt for your records. Ps Form 3800,April 26 s(Reverse)PSN 7536-02-000.9047 , f SENbER:'COMPLETE SECTION ■ Complete items 1,2,and 3. ■ Print your name and address on the reverse Agent so that we can return the card to you. 0 Addressee ■ Attach this card to the back of the mailpiece,/ B. Recce (Printed Name) C. D e of.D live or on the front if space permits. �•/ /L i� 1. Article Addressed to: D. Is delivery address different from item 1? U Yes cropfl:336osa ,i If YES,enter delivery address below: ❑No Xft, E KRAMER&MARCIA NAGLE P� BOX 212 4,I, 40A HINGTON,VA 22747 I 3. Service II I nlll�l 16111811 I I I I I IBIIII I4 III II I I III ❑Adult e Signature ❑Registered s ered Mail h®❑Adult Signature Restricted Delivery ❑Registered Mail Restricted 9590 9402 1704 6053 7287 80 El Certified Mail® Delivery ❑Certified Mail Restricted Delivery ❑Return Receipt for ❑Collect on Delivery Merchandise 2—Article.Number_(rTgsfer from servtoe label) „, ❑Collect on Delivery Restricted Delivery ❑Signature Confirmation'"' It t r 1 x ; S ; t R 4; t l ` t t Restricted Delivery s q Signature Confirmation 7 0'1 5 1520 0 0 0]f 18 4 9 8 6 Ei 6 1''lll Restricted Delivery PS Form 3811,July2015 PSN 7530-02-000-9053 Domestic Return Receipt LISPS TRACKING# TO Pa 9590 9402 1704 6053 7287 80 i e United States •Sender:Please print your name,address,and ZIP+40.in this box* Postal Service � I JC Engineering,Inc. ?854 Cranberri Highway Wareham, Ma 02538.1314 i I I I I I I I I I I 5 5 . 1 SENDER: • Complete items 1,2,and ■ Print your name and address on the reverse --E3 Agent —u/ 2Z�D so that we can return the card to you. rP YAddressee a. eceived (Printed,Name) C. Dat of D livery ■ Attach this card to tie(rack of the mailpiece, , or on the front if space permits. 1. Article Addressed to: D. Is delivery address different from item 1? Yes Prop ID:336051 If YES,enter delivery address below: 0 No JOHN A. &SANDRA A. LALIBERTE- P.O.BOX 332 =1 CUMMAQUID, MA 02637 I 3. I IIIAlIIIIIpIIIBIIIIIIIIII�IIiIII �IIIIIIIIIIII ❑Adult e Signature ❑RregsterMail edM j ss® rm ❑Adult Signature Restricted Delivery ❑Registered Mail Restricted 9590 9402 1704 6053 7288 03 ❑Certified Mail® Delivery ❑Certified Mail Restricted Delivery ❑Retum Receipt for ❑Collect on Delivery Merchandise 2. Article Number(Transfer from Service label) ❑Collect on Delivery Restricted Delivery ❑Signature ConfirmatlonT" r =: t :r t ,{ ` ��t Fail ❑Signature Confirmation 7 015' 152 0- 0 0 01 18 4 9 8 6 8 0_ ill Restricted Delivery Restricted Delivery PS Form 3811,July 2015,PSN 7530-02-000-9053 Rog 35141 Domestic Return Receipt t USPS TRACKING# First-Gass Mail Postage&Pees Paid USPS Permit No.G-10 9590 9402 1'4 1053 7288 03 United States •Sender.Please pant your name,address,and ZIP+4®in this box• Postal Service JC Engineering,Inc. 2854 Cranberry Highway I East Wareham,Ma 02538-1314 I COMPLETE •N COMPLETE THIS SECTION ON DELIVERY ■ Complete items 1;2,and 3. A. Signature ■ Print your name and address on.the reverse X ❑,,y�Agent so that we can return the card to you. E Addressee ■ Attach this card to the back of the mailpiece, 4Received by(Printed Mane)�_ jC. vat of ry or on the front if space permits. //C e- k a to 1. Article Addressed to: D. Is delivery address different from item 1? Yes Prop ID:336082 If YES,enter delivery address below: ❑No ALICE KELIY MADRU 31 BONE HILL ROAD CUMMAQUID, MA 02637 I I II I�lllli IQII ICI I Il I II I I I6(III I B I II I II I III y Mall�press@ 0 Adul3. ServiceS gn tureBRestricted Delivery ❑❑Registered red M l Restricted 9590 9402 1704 6053 7288 34 ❑Certified WHO Delivery ❑Certified Mail Restricted Delivery ❑Return Receipt for ❑Collect on Delivery Merchandise 2—Article Number_(Transfer from service/abep ❑Collect on Delivery Restricted Delivery ❑Signature Conflrmat+onTm = 3 s t x '`'— iT-'�E——il ❑Signature ConlUmatlon 7 015 11520 10 0 01 18 4 9 18 6 5�9 J r,i-111 Restricted Delivery ' i Restricted Delivery T' PS Form 3811,July 2015 PSN 7530-02-000-9053 60fi 3 Domestic Return Receipt r LISPS TRACKING# 9590 9402 1704 6053 7288 34 United States •Sender:Please print your name,address,and ZIP+4®in this box• I Postal Service JC Engineering,Inc. 2854 Cranberry Highway Easi Wareham, Ma 025S8,1314 II I I y �� � � �� 'r 4 —��� � ����� ��� t .:� �-� . a � � �� �� Q�;T�-��Ti�a� <t�C.�J� d T�s ��3L��1 t �.-�_�. —_ � r r o. .� _ _ .. 4 � , , JC ENGINEERING, Inc. /1 Civil & Environmental Engineering d � 2854 Cranberry Highway East Wareham, Massachusetts 02538 Ph. 508-273-0377—Fax 508-273-0367 APPENDIX A Due to the physical constraints of the property, the following local upgrade.approvals are requested. Local Upgrade Approval Requests: In accordance with 310 CMR 15.401 - 15.405, the following local upgrade approval is requested from 310 CMR 15.221 (7): (1.) A 0.70' waiver (3.00' — 3.70') for the maximum cover over the proposed leaching facility. In accordance with 310 CMR 15.401 - 15.405, the following local upgrade approval is requested from 310 CMR 15.211: (1.) A 3.20' waiver (10.00' — 6.80') for the minimum setback from the leaching facility to the front property line. 24016 1 07PN N_ 2�,� L t P. G3c��. t DC a � I y POA,� LETTER OF TRANSMITTAL JC Engineering Inc. Civil&Environmental Services 2854 Cranberry Highway pro Telephone: 508-273-0377 E.Wareham,MA 02538 Facsimile: 508-273-0367 21 TO: Town of Barnstable DATE: 09/29/16 JOB NO. 3514 Board of Health, RE: BOH Variance Package 200 Main Street _ 34 Bone Hill Road Hyannis,MA 02601 Barnstable,MA 02559 WE ARE SENDING YOU: X-Enclosed _ Under separate cover via X the following: Report Prints Brochures Shop Drawings Specifications Copy of Letter Change Order Forms Please find enclosed the following for your review and approval: 1.)four copies of an executed variance request form, 2. four copies of a septic system design plan dated'September 29, 2016, 3.)a signed representation authorization letter,4.)four labeled existing house floor plans, 5.)an executed 7-page check list, 6.)a check for$95 (variance request fee), 7.)a_Soil Suitability Assessement for Sewage Disposal form, and 8.)a Sieve Anaylsis Report. THESE ARE TRANSMITTED as checked below: X For Approval —Resubmit Copies for Approval For Your Use Approved as Noted Copies for Distribution As Requested Returned Approved as Submitted Returned For Review and Comment For Your Information REMARKS Should you have any questions,please feel free to contact our office. COPY TO: File, Capewide SIGNED: " nan J Wallace, EIT _ a. 21. 2016 3 5 3 P M 24 Frances N. & Karen Macisaac . P.O. Box 241 Cummaquid, MA 02637 September 26, 2016 I Board of Health Town of Barnstable 200 Maim Street Hyannis, MA 02601 Re: Declaration of Authorization 34 Bone dill Road, Barnstable, MA 02559 Dear Members of the Board: Let it be known that we,Frances N. & Karen Macisaac(owners of 34 Bone Hill Road in Barnstable, Massachusetts), do hereby authorize JC Engineering, 1nC. of East Wareham, MA 02559 to represent our interests regarding the upgrade of the sewage disposal system located at 34 Bone Hill Road, Barnstable, Massachusetts in meetings both public and private. Sincerely } Frances N. Macisaac Kamen Macisaac y 1 ®°r t no r _ tibbEtts r=ngmr=ering carps. CONSULTING ENGINEERS 716 County Street TawtonMA 02790 Tel.(509)822-693$Fax.(501)380.7911 Client: J.C. Engineering,Inc. Job No. Inst.16-3689 2854 Cranberry Highway Date: 6/8/2016 East Wareham,MA 02538 Report No GS6159D Project: 34 Bone Hill Road, Barnstable, MA Combined Hydrometer and Sieve Analysis Report ASTM D-422 Dry Sieve Analysis Hydrometer Analysis of the Portion of the Total Sample Passing the#10 Sieve Sieve % Pass. Size MM Sieve Size MM % Pass 3.0" 100.0 76.100 No. 10 2.00000 100.00 1.0" 100.0 25.400 No. 18 1.00000 75.78 1/2" 98.3 12.700 No. 35 0.50000 31.86 3/8" 96.7 9.510 No. 60 0.25000 9.94 No.4 91.5 4.760 No. 140 0.10500 5.88 No. 10 76.7 2.000 No.270 0.05300 5.46 0.05117 4.80 0.03630 3.80 0.02974 2.80 0.02103 2.80 0.01487 2.80 0.01055 0.80 0.00529. 0.80 0.00374 0.80 0.00265 0.80 0.00137 0.80 Percent of Total Sample For Triangle Classification Retained on the No. 10 Sieve Based on Material passing the No. 10 Sieve % Retained (2mm) = 23.3 % Sand 94.5 Silt 4.7 % Clay 0.8 Remarks: Philip J..Medeiros Technician Christopher M. White S.E.,P.E. Laboratory Director 1 tibbetts engine ng carp. M s �' � CONSULTING e-JrINEERS Graph OI gain Size Analysis Using ASTM D-422 TIl C--.,-.t Tmm ;i;-1.0 T.U�>D169RPra.(10�Et0.fi11 . i J.C. Engineering,Inc. ! Job No. Inst.16-3689 Date:6/8/2016 Material Passing#10 Sieve -a—Report No.GS6159D --h Gravel Portion Curve i 100 #270 #140 #60 #35 #18 #10 #4 3/8'"1/2" to, 3.9' 100 f � 90 A", 90 80 80 I 70 70 C" rn 60 60 a .Q 50 50 iL c 40 40 a L a 30 30 a 20 20 10 -10 0 0 0.001 0.010 0.100 1.000 10.000 100.000 Grain Size in Millimeters i i 9/26/2016 AbutterReport Board of Health Abutter List for Map & Parcel(s): '336061' Direct abutters (no set distance) and the properties located across the street. Total Count: 5 '�"l Close Maa A&Pzirca. ov"I?eri 45X-��r2 vE:�N!� 336050001 CHANDLER,JEFFREY P 21 CHIMNEY HILL FARMINGTON,CT 17926/307 DRIVE 06032-2478 336051 .___ ...-SA LALIBDRA ERTE,JOHN A& ' _.,. . . PO BOX... . . . _. _.. _. 332 CUMMAQUID,MA C198039 02637 336054 KRAMER,JOYCE& PO BOX 212 WASHINGTON,VA 23230/144 NAGLE,MARCIA 22747 336061 MACISAAC,FRANCES P O BOX 241 4 CUMMAQUID,MA C156232 N&KAREN 02637 336082 MADRU,ALICE KELLY 31 BONE HILL RD CUMMAQUID,MA 1977/289 02637 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 9/26/2016. http://maps.townofbarnstabfe.us/arcims/appgeoapp/AbutterReport.aspx?type=BOH 1/1 JC ENGINEERING, Inc. '�Q y Civil & Environmental Engineering 2854 Cranberry Highway y g y East Wareham, Massachusetts 02538 Ph. 508-2 73-03 77—Fax 508-273-0367 MEETING NOTICE Dear Abutter: You are hereby notified that there will be a public meeting on Tuesday, October 25, 2016 at 3:00 PM in the Hearing Room on the second floor in the Barnstable Town Hall, which is located at 367 Main Street, Hyannis, MA 02601. This meeting is to present variance requests associated with a Septic System Upgrade located at 34 Bone Hill Road, Barnstable, Massachusetts. Due to the physical constraints of the property, the following local upgrade approvals and variances are requested. Local Upgrade Approval Requests: In accordance with 310 CMR 15.401 - 15.405, the following local upgrade approval is requested from 310 CMR 15.221 (7): (1.) A 0.70' waiver (3.00' — 3.70') for the maximum cover over the proposed leaching facility. In accordance with 310 CMR 15.401 - 15.405, the following local upgrade approval is requested from 310 CMR 15.211: (1.) A 3.20' waiver (10.00' —6.80') for the minimum setback from the leaching facility to the front property line. 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. Oc,�_ vZ©1 L GLEN E. HARRINGTON, R.S. w 9 LEDA ROSE LANE MARSTONS MILLS, MA 02648 a Tel.: 774-23 8-1813 to September 28,2016 Barnstable Board of Health 200 Main Street Hyannis,MA 02601 ' RE: 102 Iyannough Road,Hyannis,MA Dear Mr. McKean&Honorable Board Members, Please accept this letter as a request to appear before the board at the next scheduled public meeting to discuss the board's decision of July 12,2016 in regard to the above-referenced property. The board's decision was based upon two other properties that the"1650 Rule"was applied to. The owner has questions and concerns regarding the applicability of the 1650 Rule to their site and the differences of their site to the other previously 1650 Rule required properties. Therefore,the owners request a discussion at the next meeting which is scheduled for October 25,2016 at 3:00 pm. If there are any questions or comments,please do not hesitate to contact me at the above number. Respectfully submitte , Glen E. Harrington,R.S. Cc: client ZinovBOHMtgMtr Town of Barnstable ' . 'r# / �50 Department of Regulatory Services 1 a Public Health Division Date a /� MAM 200 Main Street,Hyannis MA 02601 w -C �Fnlrtxt� - k1?t' IWO Date Scheduled' d- A." d M - Time Fee Pd._ Sail Suitability Assessment for Sew e PiSposal � Performed By:__/" w 1'�J YYI en � E 17 G SE i Witnessed By:•' �1/• LOCATION&.GENERAL INFORMATION , Location AddressR(Lc Owner's Name F_9j d&.S t KojizE10 . Address PC Bo X of f I C it&wtA cau[� J G�c4PEWt0& aw Assessor's Map/Parcel: 3 3�/ ®6 I :Engineer's Name T�pAIS Z61=_ tC+1 AJG7 iu t�� 3c c-vt5meerrn5 _ NEW CONSTRUCTION (� REPAIR Telephone# 56%-417 W57 50;,173-0377 LandUse-��)-i9%r4.1e �kGyy�i�� Awd11�9 Slopes(%) %O' 0 • Surface Stones `Distances from: Open Water Body Possible Wet•Area' 0-i ft Drinking Water Well ft Drainage Way i" ft Property Line G.A ft Other — ft SKETCH:(Street name,dimensions of lot,exact locations of test holes&Pere tests,locate wetlands in proximity to holes) S� r��GClnec� ���V1;. •• A y. Parent material(geologic) Depth to Bedrock 7 16 S 1 $ a n ' Depth to Groundwater. Standing Water in Hole:_' 1� i.�,5 Weeping from Pit FpCa (� u Estimated Seasonal High Groundwater DETERMINATION FOR SEASONALHIGH WATER TABLE Method Used: Oi ec,4 ig}ipvr Depth Observed standing in obs:hole: In. Depth to soil mottles: (© ►a, Depth to weeping from side of obs.hole: — In, Groundwater Adjustment [k. Index Wet!# Reading Date: index Well Idvel Adj.factor Adj.Clroundwater Level,,e PERCOLATION TEST bate , 71me Observation Hole# Time at 9" � Depth of Pere Time at 6" Start Pre-soak Time @ Time(9"4") -� End Pre-soak Con&C�� a� .Ie" ", i Rate Min./inch Site Suitability Assessment: Site Passed ' 'i6 Site Failed: 'R Additional Testing Needed(Y/N)� ` r Original: Public Health Division 'Observation Holt: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:\SBPTICVPRCFORM.DOC -1 DEEP-OBSERVATION HOLE LOG Hole# 1,2 _ Depth from Soli Horizon Soil Texture Sdil Color Sall• Other Surface(in.) (USDA) (Munsell) Mottling (Stnucture,Stones;Boulders. oIsistency.96•drivel) U 0-12 FiII - - (z- G- so N l.Qaw� ib Yr 6/6 10JO :IZO-1G8 C-2 coarse Sand 6C� DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon. , Soil Texture Soil Color Soil Other Surface(in.)' (USDA) (Munsell) Mottling' (Structure,Stones,Boulders. -------------- Consistency, DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders.. DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Slooes;Boulders, Consistency. QMvel) t , Flood Insurance Rate Man: Above 500 year flood boundary No _ Yes Within 500 year boundary No ✓, Yes, Within 100 year flood boundary No., Yes Depth of Naturally Occurring Pervious Material Does at least four feet of naturally occurring pervious mtitorlal exist in all areas observed throughout the area proposed for the soil absorption system? e5 If not,what is the depth of naturally occurring pervious material? Certification 5(date)I have passed the soil evaluator examination approved by the I certify that on I 0 .a Department of Environmental Protection and that the above analysis was performed by me consistent with . the required training,expertise and exp ence described in�10 CMR 15.017. Signature 011A �-' Date Q 226 AG Q:WEPTlC%PBRCFORM.DOC J TOWN OF BARNSTABLE o . / /c?06 n - .LOCATION 3V IArVkl/ W) SEWAGE # VILLAGE � /h-r7� ASSESSOR'S MAP & LOT 331- ' U(., l INSTALLER'S NAME &i PHONE NO. SEPTIC TANK CAPACITY ' s/, o LEACHING FACILITYAtype) (size) NO. OF BEDROOMS PRIVATE WELL OR PUBLIC WATER BUILDER OR WNER DATE PERMIT ISSUED: DATE COMPLIANCE ISSUED: VARIANCE GRANTED: Yes No I 0 Qt KW o . Fss.-.......................... THE COMMONWEALTH OF MASSACHUSETTS BOARD HEALTH _3.�� ...��' � 4 Appliratioo -for Diipoottl Workfi Tutuitrurtioo Vrruift Application is hereby made for a Permit to Construct ( or Repair ( ) an Individual Sewage Disposal System at: -�t 4 '�w — (t"A ---------- -------- ------- --------------------- N n-Ad ss or N Owner Address W _ Installer Address Q Type of Buildi Size Lot..__�.(�___3S�'�__Sq. feet U Dwelling o. of Bedrooms_-.__--------------------------------------Expansion Attic ( ) Garage Grinder ( ) aOther—Type of Building ____________________________ No. of persons----------------------------- Showers ( ) — Cafeteria ( ) G4 Other fixtures ---- ------------------------------------------------ W Design Flow..................... _________---------gallons per person per day. Total daily flow---------- Uz� gallons. WSeptic Tank—Liquid capacitv--/Q?Ugallons Length---------------- Width................ Diameter---------------- Depth-----------_-_. x Disposal Trench—No-____________________ Width.................... Total Length.................... Total leaching area---------- ........sq. ft. Seepage Pit No �a�40r__ Diameter.................... Depth below inl t___.._.___.__ Total leachiu area_____ -____-___-. it. z Other Distribution box ( ) Dosing tank �C � � Percolation Test Results Performed by.......................................................................... Date--------------------------------- a Test Pit No. 1................minutes per inch Depth of Test Pit.................... Depth to ground water---_______-__--_-_--- (X4 Test Pit No. 2________________minutes per inch Depth of Test Pit.................... Depth to ground water:_-_-____-_--__-____---- -- ------------ - - --------------- p � (`� jr- O Description of So L 3.` - --- - - _ - - /_ _.. -'�-�-------�.t----(�--- x i f� r � W -•••--�`--------------_- ----- - �� ----- Lz �-:� ��t1'----IX��C�Er'`'-�-------------- UNature of Repairs or Alterations—Answer when a icable...-___________________________ _--• ----••-------------------•••-------•-----....._...._... -----------------•---••--•----------•--•---•-••--------------•------------------------- -----------------•------------------------------- Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of Article NI of the State Sani The undersigned tary Cod her agrees not to place the system in operation until a Certificate of Compliance has b ed by the o rd o e t Signe r.- •----•----- Date Application Approved By. .-- ........ • - -........ •_•• --et�7, . ate Application Disapproved for the following reasons----------------------•------------------------------------------------------......--•-•-----•-------•-••••-••••- .................................. ........................................................................................................ ......... ...:.Z..—.............. .... ............. ....... ....... ate PermitNo.----------_.......................................... Issued---- - -•- ----- - --2. -----•-•----•-- Date THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH �► Appliratiou -for Di-apoottl Works Tutudrurtion jhruiit Application is hereby made for a Permit to Construct (ior Repair ( ) an Individual Sewage Disposal System at: ----------- ------•-- ----= ----- -- -------•- = Location Address / or Lot No f///��� F Owner rr r 1 ` Address (s� df Installer Address `/ Q Type of Building/' Size Lot..._/A. __T�_�'�'___Sq. feet U Dwelling—No. of Bedrooms______________________________ __ -Expansion Attic ( ) Garbage Grinder ( ) aOther—Type of Building ---------------------------- No. of persons..--____--___-______---__.__ Showers ( ) — Cafeteria ( ) a' Other fixtures ----- ------------------------ - Desi n Flow______________________ 7 ".__.____..gallons per person per day. Total daily flow.._______, W g g P P P Y Y --- --•---- ------gallons. Ix Septic Tank—Liquid capacity-.fllaUgallons Length---------------- Width................ Diameter---------------- Depth-----.....__. x Disposal Trench—No-____________________ Width---------_---------- Total Length-------------------- Total leaching area---------_.._.-----sq. ft. Seepage Pit No-----f ._ Diameter___________________ Depth below inlet-________________-__ Total leaching area._-_.,_-.--._-_-sc}%ft. z Other Distribution box ( ) Dosing tank ( ) . a Percolation Test Results Performed bY--........................................................................ Date---------------------------------------- Test Pit No. I................minutes per inch . Depth of Test Pit-------------------- Depth to ground water-----.--._.-_._.-_._---- (rq Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water--._-_-_-___---.----.... IXx ' ------------------------ . _••` ........................ r ------------- ,. OD rescnpton o Soil e-- � V-ta -U ✓ ------ ---------------------------------- U Nature of Repairsi'br`` terations—Answer when ag ic Al able------------------------------------------------------------------------------.----------------- -----•---------------------•--------------- ------------------------------------------ -----••-•-----------------•--------------------------------------------------------------•----... Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of Article XI of the State Sanitary Code,— The undersigned fu_Fther agrees not to place the system in operation until a Certificate of Compliance has been issued by the bodrd of health. Signed.... ................ �}'� / -- D-a-t-e--•----------- Application Approved By.­-7 ; ._ � N I __s/, eate Application Disapproved for the following reasons_________________________________________________________________________________________________________________ ? Da t e Permit No........................................................ Issued �4 �� 7..1 Date THE COMMONWEALTH OF MASSACHUSETTS BOARD O, HEALTHY �5 ......t::................... �rdif iratr of Tomplianrr b THIS IS TO ERTIFY, That the. Individual Sewage Disposal System constructed (< ) or Repaired ( ) y .."_ ._ fir' _.. f � t1 I F nstal r ---------------------------------------------------------------------- r / at_------'----- --..._..-v ..=•G.............. --- �f 7 •h � >J-� _ -_��� _'°� �.3 = - _' has been installed in'accordance with the provisions of Article XI of k The State Sanitary Code as described in the application for Disposal Works Construction Permit No--------- __-- XI dated' _2- 0 r r -' THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A G RANTEE THAT THE SYSTEM WILL FUNCTION SATISFACTORY. DATE... - �' --- Inspector _- � 7,,.•yq"' Ghr« ---•-•• -------------- / THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH %} + ...4 CR! .... . O F !lk ....../�d�G ......../ ...�!'..... e d No.-------•- FEE , Dinpo,ittl Nork,6 Cnouo#rurthin Vrrmif Permission is hereby granted-' �� " . �/ *-------------------------------------------------------------------------------------------- to Construct ( or Repair ( ) an Individual Sewage Disposal System I A at No...:rt` ......................�k4-e /�..-. '^ "- 0 r) ��t � � �`�_ � All� �[ '�1teB ' s ' "'�street ' as shown on the applicati n for Disposal Works Construction Permit No_______________________Dated_-__ ____j_____._ = . DATE=..... ------ ........ N Board of Health FORM 1255 HOBBS & WARREN, 1NC.._.PU;BJ1:j HERS 7•�/? a 1 � a . CEO a Xf WELLS j4f / p7'A CE(VT ,Req L DT S ( ovv b _ ARgA 194EN11- L ROAD - - PROPOSED VENT WITH CHARCOAL T.O.F. EL.= 41 .1'± FINISH GRADE OVER D-BOX= 39.4± FINISH GRADE OVER CHAMBERS= 37.2' - 40.1' FILTER TO ABOVE GRADE G E N E RA I. NOTE S PROVIDE EXTENSION RISER REMOVABLE WATER-TIGHT COVER OVER SLOPE @ 2% MIN. OVER SYSTEM 3/4"TO 1-1/2" DOUBLE WASHED, WITH COVER OVER INLET& RISER TO WITHIN 6"OF FINISHED,GRADE STONE TO CROWN OF PIPE 1• UNLESS OTHERWISE NOTED,ALL SYSTEM COMPONENTS AND CONSTRUCTION FINISH GRADE OUTLET TO WITHIN 6"OF F.G. 4"SCHEDULE 40 PVC INSPECTION PORT WITH ACCESS 2^OF 1/8"TO 1/2"DOUBLE WASHED METHODS SHALL BE IN ACCORDANCE WITH TITLE 5 OF THE STATE ENVIRONMENTAL FI FIND. EL.= 39.6'± F.G. OVER TANK EL.= 40,2'± 5"DIA, OUTLET(S) MIN SLOPE 1% BOX TO F.G. (SEE NOTE 21) CODE AND ANY APPLICABLE LOCAL RULES. STONE OR GEOTEXTILE FILTER FABRIC - - ----- - - 2. ANY CHANGES TO THIS PLAN MUST BE APPROVED BY THE BOARD OF HEALTH AND THE " TOP OF SAS= 36,40' PLACE H-20 RISERS ON DESIGN ENGINEER. -EXISTING 4" PROPOSED 4" 9 MIN. 3 T MAX ALL CHAMBERS WITH 3. 4"SCHEDULE 40 PVC PIPE WITH WATER TIGHT JOINTS SHALL BE USED IN DISPOSAL � SEWER PIPE _ SCH. 40 PVC 36"MAX_ 35"40' SEE NOTE#23 BREAKOUT EL= 35.90' INLET PIPES TO 6"OF SYSTEM UNLESS OTHERWISE NOTED. j -�, SEWER PIPE FINISHED GRADE 1� I 3"DROP MAX 4. TO PREVENT BREAKOUT, THE PROPOSED FINISHED GRADE SHALL NOT BE LESS THAN - _ 6' 3 2"DROP MIN 3 9 L=21 ± T PROVIDE WATERTIGHT ELEVATION =35.90' FOR A DISTANCE OF 15'AROUND THE PERIMETER OF THE SAS. UNLESS A MIN.SLOPE Q 1% 4" PVC IN FROM JOINTS (TYP.) Sw� 40 MIL GEOMEMBRANE LINER IS PLACE AT LEAST FIVE FEET FROM S.A.S.AND THE TOP OF 14" *37 0'± SEPTIC TANK 4"PVC OUTTO O 0 O C� 0 0 0 L� C� a o 0 O 0 0 o THE LINER IS NOT LESS THAN THE BREAKOUT ELEVATION. CONTRACTOR TO PROVIDE i 0- LEACHING FACILITY oQ o o � (� 0 5. SLOPE ALL SOLID PIPE AT 1.0% MINIMUM. SPECIFIED DROP BETWEEN ; CD 0 0 0 0 0 0 C� = 0 = 0 INLET AND OUTLETV 0 6. THIS SYSTEM IS NOT DESIGNED FOR A GARBAGE DISPOSAL. SHALLRVE IFFY SIZE 48" VERIFY CONTRACTOR OF OUTLET TEE 35.72' MIN. 35j,rjrj' 2� oo o a o 00 cx� o0 7. LOCAL BOARD OF HEALTH AND DESIGN ENGINEER TO BE NOTIFIED PRIOR TO BACK AND EXISTING SEPT STION EPTIC EXISTING TEES AND REPLACE AS GAS BAFFLE 6" CRUSHED STONE o � � � � � � � � � o 0 0 o FILLING WHEN SYSTEM IS NEARLY COMPLETE AND READY FOR INSPECTION_SYSTEM IS TANK NECESSARY OVER MECHANICALLY o NOT TO BE BACK FILLED WITHOUT FIRST OBTAINING APPROVAL FROM BOARD OF HEALTH COMPACTED BASE AND DESIGN ENGINEER. ?.5' 8.5' (TYP) -� 2.5' 2.0' 2.0' . 5 OUTLET DISTRIBUTION BOXP) 8. ELEVATIONS BASED ON APPROXIMATE M.S.L. DATUM. BENCHMARK ELEVATION OF 40.00 TO BE INSTALLED ON A LEVEL STABLE 21.0' ESTABLISHED ON NAIL SET IN UTILITY POLE#2 AS SHOWN ON PLAN. BASE. FIRST TWO FEET OF OUTLET GROUND WATER ELEV.= 28.40' mottlin PIPES TO BE LAID LEVEL. 33.40 g.83' 9. CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTION 5'MIN. THROUGH DIG-SAFE AT LEAST 72 HOURS PRIOR TO COMMENCING WORK ON SITE AT COiLTi;(r,C;ivr< �� vEK+I'Y EXISTING EXISTING 1 ,000 GALLON CONCRETE SEPTIC TANK TYPICAL CHAMBER PROFIRL Ci-�>�,iv�Y�CI~C t_ivL� 'VIEW « _ CROSS SECTION VIEW2 - 500 GALLON 1-888-DIG-SAFE AND ANY OTHER APPLICABLE AGENCIES. REPORT ANY DISCREPANCIES ELEVATION PRIOR TO ANY WORK& SEPTIC TANK PROFILE DISTRIBUTION BOX DETAIL E H-20 CHAMBER DETAILS TO THE DESIGN ENGINEER. NOTIFY ENGINEER IF DIFFERENT. NOT TO SCALE NOT TO SCALE NOT TO SCALE 10. ALL JOINTS WHERE PIPE ENTERS AND EXITS CONC.STRUCTURES SHALL BE MADE WATERTIGHT. - 11. NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH DEEDED :::. NOTES: SWING-TIES DIMENSIONS & SETBACKS SCALE: 1"=20' ;,} � -' OWNER/APPLICANT IS TO OBTAIN SUCH DETERMINATION FROM •: - - -- - ---- -------------- ------ ------ - # . _ - APPROPRIATE AUTHORITY. 1.) CONTRACTOR SHALL VERIFY SOIL CONDITIONS IN THE LOCATION OF DESCRIPTION HC-1 HC 2 '?�: ;`;' ` .•J • PERC NO. 15062 THE PROPOSE LEACHING - + 12. ALL SEPTIC SYSTEM COMPONENTS SHALL WITHSTAND H-10 LOADING UNLESS LOCATED D FACILITY TO ENSURE CONSISTENCY WITH TEST �_ / / +ali° INSPECTOR: David W. Stanton, R.S. UNDER MORE THAN 3 FEET OF COVER OR LOCATED UNDER PAVEMENT, DRIVES,OR PIT DATA SHOWN ON THIS PLAN. REPORT TO ENGINEER AND LOCAL CORNER OF STONE (1) 29.T 53.1' 14t (1) (2) 21 A TRAVELED WAYS IN WHICH CASE THEY SHALL WITHSTAND H-20 LOADING. BOARD OF HEALTH IF SOILS ARE NOT CONSISTENT WITH TEST PIT DATA. 8� HC-1 'ti :.,� , �` EVALUATOR: Michael Pimentel, CORNER OF STONE (2) 21.0 44.3' 8� EIT,CSE .-- �, # f C.S.E. APPROVAL DATE: Oct. 1999 ; 13. DOUBLE WASHED CRUSHED STONE SHALL BE FREE OF ALL DIRT, DUST AND FINES. 2.) PROPERTY IS NOT LOCATED WITHIN A DEP APPROVED ZONE 2,THE HC-2 r; �.f -- �s June 2 2016 GROUNDWATER PROTECTION OVERLAY DISTRICT, WELLHEAD CORNER OF STONE(3) 33.8 50.1' � _ D -- ,` "- DATE: Q p .� , I, 14. WHERE REQUIRED, CONTRACTOR SHALL REMOVE ALL LOAM, SUBSOIL AND UNSUITABLE 1. PROTECTION OVERLAY DISTRICT, OR THE ESTUARINE WATERSHEDS, L 1` �i - -_'/ . ' % TEST PIT#: 1 MATERIAL IN AREA BENEATH AND FOR 5 FT. ON ALL SIDES OF LEACHING FACILITY. CORNER OF STONE(4) 39.7' 58.1 © 1 �g - • L UNSUITABLE MATERIAL WITH CLEAN COARSE SAND FREE FROM CLAY, 1 I ELEV TOP- 36.90' REPLACE A FINES OR OTHER UNSUITABLE MATERIAL IN ACCORDANCE WITH 310 CMR 15.255(3). N J �..{ 'L� ,` ;- f ELEV WATER= 28.40' (mottling) 15. CONTRACTOR SHALL NOTIFY DESIGN ENGINEER OF ANY DISCREPANCIES FOUND IN ;' SITE CONDITIONS FROM THOSE SHOWN PRIOR TO CONTINUATION OF WORK. N ���� ; • •4 , w a h0` F • ,f ' ,'' PERC RATE _ r" 16. PROPOSED PROJECT IS LOCATED WITHIN: OLJ • r DEPTH OF PERC= z 24� ' M3 LOCUS { ASSESSOR'S MAP 336 LOT 61 J.P. #3 ,`� + '0 l TEXTURAL CLASS: 1 OWNER OF RECORD: FRANCES N. MACISAACa. I • + KAREN MACISAAC ' a.:• ' ADDRESS: P.O. BOX 241 011 Fill CUMMAQUID, MA 02637 / MAP 336 �� '` y �� �,_. • • �� q�,•. ,� f� 12" 35.90' .� 3 \ �� L r ��� • • III ti� !y Ij a o FEMA FLOOD ZONE X < /p LOT 50-001 �� -- - _ __ - - -------- -- - - - ,�-' 00 ho /i COMMUNITY PANEL# 25001C0559J Silt Loam 17. DEED REFERENCE: L.C.C. NO. 156232 /� �jl ( 10Yr 5/6 18. PLAN REFERENCE: 1. L.C. PLAN NO.21720-B 2. PLAN BOOK 583, PAGE 91 \ h WF-1 (START) / t4 3 F � ,.• jay o -M-� 28.40' 19. AL DISTURBED AREAS SHALL BE RESTORED TO ORIGINAL CONDITION. 0 3 - ' \ S " 20. PROPERTY LINE INFORMATION IS ONLY APPROXIMATE. THIS PLAN IS TO BE USED ONLY 47 " o ~ \ / E - 27.40 FOR SEPTIC SYSTEM UPGRADE. JC ENGINEERING WILL NOT ASSUME ANY LIABILITY \ ` Weeping @ 114' �` 00 15' 1 / , (•t /I , � V�► 114" - - - - - - __ FOR USES OF THIS PLAN OTHER THAN ITS INTENDED PURPOSE. 4 PVC PIPE SHALL BE PLACED IN A VERTICAL POSITION TO A 21. A 4 PERFORATED,SCH. 0 V Q / y4 120" 26.90' DEPTH OF THE BOTTOM OF THE SAS AND EXTEND TO WITHIN 3"OF FINISH GRADE. A Standing @ 132" REMOVABLE THREADED CAP SHALL BE PLACED ON THE TOP TO ALLOW FOR INSPECTIONS. �RI1iE / E�c�,y , ' \ > LOCUS PLAN 132" - -- - - - 25•90' 22. OWNER/APPLICANT/CONTRACTOR SHALL BE RESPONSIBLE TO OBTAIN ANY AND ALL ,•./ I `> SHRUB 3 (TYP) � �A Y �� pj / e C-2 Coarse Sand REQUIRED PERMITS AND APPROVALS FOR THIS PROJECT. I q / GAS ' / / ` \ f SCALE: 1"= 1000' 2.SY 6/6 23. IN ACCORDANCE WITH 310 CMR 15.401 -15.405,THE FOLLOWING LOCAL UPGRADE �`�- GAS �� M / ,,�� icy / / 168" Z2 90 APPROVALS ARE REQUESTED FROM 310 CMR 15.211 &310 CMR 15.221 (7): w 3 (1.) A 0.70'WAIVER(3.00'-3.70') FOR THE MAXIMUM COVER OVER THE LEACHING FACILITY. ( WP - -- - (2.) A 3.20'WAIVER(10.00'-6.80') FOR THE MINIMUM SETBACK FROM THE LEACHING m - � AS I—, \ �� ` DESIGN DATA TEST PIT DATA FACILITY TO THE FRONT PROPERTY LINE. ,.�•� � 3 / / \ � PERC NO. 15062 - - - a / 18" OAK / i ` \ `� NUMBER OF BEDROOMS (DESIGN) INSPECTOR: David W. Stanton, R.S. LEGEND 2- WV � / \ ' ' EVALUATOR: Michael Pimentel, EIT,CSE 1 DESIGN FLOW 110 GAUDAY/BEDROOM EXISTING SPOT GRADE W / #34 I ` �� \ C.S.E.APPROVAL DATE: Oct. 1999 61 • 3 APpRO M TECOCAr�-_W 2 BEISTING 1 r , , MAP 336 TOTAL DESIGN FLOW ° 220 440 GAUDAY DATE: June 2, 2016 EXISTING CONTOUR / ON / DWELLING ( ` LOT 54 DESIGN FLOW x 200 /o - GAUDAY TEST PIT#: 2 r1 DWELLING i PROPOSED CONTOUR 30 STOOP Iv. USE EXISTING 1,000 GALLON SEPTIC TANK ELEV TOP= 36.90' (FULL BASEMENT) 3f � ff � -� / 50 PROPOSED SPOT GRADE U� a 'DEED RESTRICTION TO BE FILED AT BARNSTABLE REG. OF DEEDS. ( rxt) o /0 4, / I ELEV WATER= 28.40' mottli ( / Gq� EXISTING GAS LINE O 6• ' PERC RATE = NIA -- Q •z , I / See sieve analysis / (� / 12" SPRUCE I DEPTH OF PERC= results below ��H�'` EXISTING OVERHEAD WIRE �,30 1 100 4 ' INSTALL 2 - 500 GAL. CHAMBERS w/ AGGREGATE TEXTURAL CLASS: 1 W �' EXISTING WATER LINE SIDEWALL CAPACITY TEST PIT LOCATION (LENGTH + WIDTH) (2 SIDES) (2 HIGH) (0.74 GPD/S.F.) = GAL/)AY PROPOSED 2 500 GALLON 4Q / / MAP 336 I / U)F 3 (21.0'+8.83) (2) (2') (0.74 GPD/S.F.) = 88.3 GAL/DAY 0,. 36.90' F10 EXISTING 1,000 GALLON SEPTIC TANK i I H 20 LEACHING CHAMBERS W 11" SPRUCE / / o g I O Fill WITH AGGREGATE 3 ?, ` EXISTING SEPTIC TANK TO / LOT 61 / I I o Q TT CAPACITY 12" 35.90' PROPOSED 4" SOLID SCHEDULE 40 PVC PIPE BE UTLIZED IN THIS DESIGN l / 10,452±S.F. ` / 1 � BOTTOM CAPAC ,3 13" / / o 1 u� (LENGTH x WIDTH) (0.74 GPD/S.F.) = GAUDAY Q PROPOSED DISTRIBUTION BOX -OAK �-- __ 1 J CO) (21.0'x 8.83') (0.74 GPD/S.F.) = 137.2 GAUDAY �, PROPOSED 500 GALLON H-20 LEACHING CHAMBER { 0 PRO SED DISTRIBUTION BOX / / l / / / / > Silt Loam .r � � C-1 REMOVE ALL UNSUITABLE MATERIAL z _ 38 1� / � / / � / � I i <Q TOTALS: 10Yr 5/6 DOWN TO "C-2"SOIL&REPLACE w/CLEAN • n3o 3h � / C� REV. DATE BY APP'D. DESCRIPTION COARSE SAND PER 310 CMR 255(3) J ���'` 0± i 'I w TOTAL NUMBER OF CHAMBERS 2 r TOTAL LEACHING AREA 304.7 SQ.FT. 102" _ Mottling 102"_ _ 28.ao' PROPOSED SEPTIC SYSTEM UPGRADE (M 0 r -APPROXIMATE LOCATION OF EXISTING �- Z TOTAL LEACHING CAPACITY 1 'Y L L I 225.5 GAL./DAY `Adj_G,W.@104.4" p PREPARED FOR: o LEACHING PIT TO BE PUMPED, ABANDONED. ! Lu 104.4" - - - - 28.20' M - �TP 2 AND FILLED WITH COARSE SAND " Js� a Benchmark, 36x9' / 32' / / ' ___._ „ _weeping @ 114'_ - 27.40' ,y cyF FRANCES N. & KAREN MACISAAC I 114 L Nail in U.P.#2 Z /� ) / '- p Elev. =40.00' �` --PROPOSED INSPECTION PORT_ / 3�' / / m _4 SIEVE ANALYSIS RESULTS �tuRc LL.IR• Approx. M.S.L. / / ��0 �/ (Soil sample taken from C-2 sal in TP2) 120" 26.90' LOCATED AT U.P.#2 TP 1� 27" OA.. : / -� / SAND 94.5% „ Standing a�7 132"_ 34 BONE HILL ROAD 36x9 ROPOSED HAYBALE LINE 132 - -- __. 25.90 �i / / / SILT 4.7% BARNSTABLE, MA 02559 PR. 4" PVC VENT PIPE; 'A '` ` /. / / � ' CLAY 0.8°k C-2 Coarse Sand L� r� / 2.5Y 6/6 SCALE: 1 INCH = 10 FT. DATE: SEPTEMBER 29, 2016 EXACT LOCATION PER OWNER / / 109,99, v_- / FENCE/ ` 24" GAK PER TITLE 5 ALTERNATIVE TO 168" 22.90' 0 5 10 20 9, FEET N82° PERCOLATION TESTING GUIDANCE ►l t PROPOSED 40 MIL. IMP. 10 20"Vy ' �� � -:- 444 -� GEOMEMBRANE LINER; I f -- co WF 5 FOR SYSTEM UPGRADES I 141. PREPARED BY: TOP EL.=35.90'; BOTTOM EL.=30.90' (EFFECTIVE OLICY BRP/DWM/PeP P00-4 : f JC ENGINEERING, INC. I UNDER BASED ON THE CAPE COD COMMISSION METHOD MAP 3361 �! SOIL TYPE: "UNCOMPACTED" INDEX WELL: AIM247 �i � �H`,� �: , 2854 CRANBERRY HIGHWAY WATER-LEVEL RANGE ZONE: B ,e N 4 "Gti LOT 51 \ 1 EFFLUENT LOADING RATE FOR WATER DEPTH READING: 22.86' \ n , CLASS 1, >85%SAND= 0.74 GDP/SF WATER DEPTH READING DATE: 5/16 A,, EAST WAREHAM MA 02538 SITEPLAN ASSUMED PERC RATE <2 mpi WATER-LEVEL ADJUSTMENT: 2.301 � 508.273.0377 ADJUSTED G.W.DEPTH: 11.0'-2.3'=8.T ___.__�. _. SCALE: 1"= 10' '` v - - Drawn By: BJW Designed By:BJW Checked By: MCP 1 JOB No.3514 F_ _------.------_---�_�_� ___ ' PROPOSED VENT WITH CHARCOAL T.O.F. EL.= 41 .1'± FINISH GRADE OVER DBOX- 39.4± FINISH GRADE OVER CHAMBERS= 37.2' - 40.1' FILTER TO ABOVE GRADE GENERAL, NOTES PROVIDE EXTENSION RISER REMOVABLE WATER-TIGHT COVER OVER SLOPE @ 2% MIN. OVER SYSTEM 3/4"TO 1-1/2" DOUBLE WASHED WITH COVER OVER INLET& RISER TO WITHIN 6"OF FINISHED GRADE STONE TO CROWN OF PIPE 1• UNLESS OTHERWISE NOTED,ALL SYSTEM COMPONENTS AND CONSTRUCTION OUTLET TO WITHIN 6"OF F.G. 4" SCHEDULE 40 PVC INSPECTION PORT WITH ACCESS METHODS SHALL BE IN ACCORDANCE WITH TITLE 5 OF THE STATE ENVIRONMENTAL FINISH GRADE , F.G. OVER TANK EL.= 40.2'± F5"DIA. OUTLET(S) MIN SLOPE 1% BOX TO F.G. (SEE NOTE 21) 2"OF 1/8"TO 1/2"DOUBLE WASHED CODE AND ANY APPLICABLE LOCAL RULES. @ FND. EL.= 39.6'±' _ _ STONE OR GEOTEXTILE FILTER FABRIC 2. ANY CHANGES TO THIS PLAN MUST BE APPROVED BY THE BOARD OF HEALTH AND THE " - , PLACE H-20 RISERS ON DESIGN ENGINEER. PROPOSED 4" 9"MIN. TOP OF SAS 36.40 ALL CHAMBERS WITH 3. 4"SCHEDULE 40 PVC PIPE WITH WATER TIGHT JOINTS SHALL BE USED IN DISPOSAL ,�--EXISTING 4" 3.7'MAX. SEWER PIPE SCH. 40 PVC MAx. 35.40' SEE NOTE#23 BREAKOUT EL= 35.90' INLET PIPES TO 6"OF SYSTEM UNLESS OTHERWISE NOTED. �� SEWER PIPE I FINISHED GRADE " DROP MAX 6 3" 3 D O F 9.. L-21 ± 4. TO PREVENT BREAKOUT, THE PROPOSED FINISHED GRADE SHALL NOT BE LESS THAN 2"DROP MIN_ MIN.SLOPE ,% PROVIDE WATERTIGHT ELEVATION =35.90' FOR A DISTANCE OF 15'AROUND THE PERIMETER OF THE SAS. UNLESS A 4" PVC IN FROM JOINTS (TYP.) � 40 MIL GEOMEMBRANE LINER IS PLACE AT LEAST FIVE FEET FROM S.A.S.AND THE TOP OF 14" S f �j r SEPTIC TANK 4 PVC OUT TO C� O L� 0 0 o o 0 THE LINER IS NOT LESS THAN THE BREAKOUT ELEVATION. CONTRACTOR TO PROVIDE - • LEACHING FACILITY po 0 0 0 5. SLOPE ALL SOLID PIPE AT 1.0% MINIMUM. SPECIFIED DROP BETWEEN oo 0 0 0 0 0 0 0 0 INLET AND OUTLET CONTRACTOR „ CONTRACTOR SHALL i OUTLET TEE 35.72' MIN. 35,55' 2' po � � � � � � � � � o o � � � � � � o� 6. THIS SYSTEM IS NOT DESIGNED FOR A GARBAGE DISPOSAL. SHALL VERIFY SIZE 48 VERIFY CONDITION OF 7. LOCAL BOARD OF HEALTH AND DESIGN ENGINEER TO BE NOTIFIED PRIOR TO BACK AND CONDITION OF EXISTING TEES GAS BAFFLE 6" CRUSHED STONE ppp po FILLING WHEN SYSTEM IS NEARLY COMPLETE AND READY FOR INSPECTION. SYSTEM IS EXISTING SEPTIC AND REPLACE AS OVER MECHANICALLY o0 100001 p NOT TO BE BACK FILLED WITHOUT FIRST OBTAINING APPROVAL FROM BOARD OF HEALTH TANK NECESSARY I COMPACTED BASE _ 5 2.6 8.5' (TYP) - 2.5' 2.0' 2 0' AND DESIGN ENGINEER. OUTLET DISTRIBUTION BOX 4.83' 8. ELEVATIONS BASED ON APPROXIMATE M.S.L. DATUM. BENCHMARK ELEVATION OF 40.00, TO BE INSTALLED ON A LEVEL STABLE 21.0' (TYP.) ESTABLISHED ON NAIL SET IN UTILITY POLE#2 AS SHOWN ON PLAN. BASE. FIRST TWO FEET OF OUTLET , GROUND WATER ELEV.= 28.40' mottlin PIPES TO BE LAID LEVEL. 33.40 8.8T 9. CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTION EXISTING 1 ,000 GALLON CONCRETE SEPTIC TANK 2 - 500 GALLON CHAMBERS 5'MIN. CHAMBER END VIEW THROUGH DIG-SAFE AT LEAST 72 HOURS PRIOR TO COMMENCING WORK ON SITE AT (' (� CROSS SECTION VIEW t� 1-888-DIG-SAFE AND ANY OTHER APPLICABLE AGENCIES. REPORT ANY DISCREPANCIES *CONTRACELEVATION TPRIORTOAINYWORK&G SEPTIC TANK PROFILE �IS"�'"RIB�"�"`I�N B � �`�"'AI� TYPICAL CHAMBER PROFILE N_�n CI'�/'rIMBER DETAILS TO THE DESIGN ENGINEER. V 10• ALL JOINTS WHERE PIPE ENTERS AND EXITS CONC.STRUCTURES SHALL BE MADE WATERTIGHT. NOTIFY ENGINEFR IF DIFFFRENT. NOT TO SCALE NOT TO SCALE NOT TO SCALE _ 11. NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH DEEDED OR ZONING NOTES: SWING-TIES DIMENSIONS & SETBACKS SCALE: 1"=20' '`' T P I A LICANT IS TO OBTAIN SUCH DETERMINATION FROM�' TES T DATA REGULATIONS OWNER/APPLICANT --- -- ------.- ---------_-- '.�: k �` ''�' APPROPRIATE AUTHORITY. 1.) CONTRACTOR SHALL VERIFY SOIL CONDITIONS IN THE LOCATION OF DESCRIPTION HC-1 HC-2 / / '' .. ' • • = PERC NO. 15062 _ ' 12. ALL SEPTIC SYSTEM COMPONENTS SHALL WITHSTAND H-10 LOADING UNLESS LOCATED THE PROPOSED LEACHING FACILITY TO ENSURE CONSISTENCY WITH TEST ::... •:. . ..•.. ...:• *-- :..•.• .. - -- INSPECTOR: David W. Stanton, R.S. PIT DATA SHOWN ON THIS PLAN. REPORT TO ENGINEER AND LOCAL CORNER OF STONE(1) 29.T 53.1' 14t (1) (2} 21 UNDER MORE THAN 3 FEET OF COVER OR LOCATED UNDER PAVEMENT, DRIVES, OR BOARD OF HEALTH IF SOILS ARE NOT CONSISTENT WITH TEST PIT DATA. 8� HC-1 EVALUATOR: Michael Pimentel, EIT, CSE TRAVELED WAYS IN WHICH CASE THEY SHALL WITHSTAND H-20 LOADING. CORNER OF STONE (2) 21.0' 44.3' .81 C.S.E. APPROVAL DATE: Oct. 1999 13.•a DOUBLE WASHED CRUSHED STONE SHALL BE FREE OF ALL DIRT, DUST AND FINES. 2.) PROPERTY IS NOT LOCATED WITHIN A DEP APPROVED ZONE 2,THE "' " s"' ` Y CORNER OF STONE(3) 33.8' 50.1' HC-2 I r%' ` �'- _W .,• f• - DATE: June 2, 2016 GROUNDWATER PROTECTION OVERLAY DISTRICT, WELLHEAD - '.- , _ .; IJ,t 14. WHERE REQUIRED, CONTRACTOR SHALL REMOVE ALL LOAM, SUBSOIL AND UNSUITABLE PROTECTION OVERLAY DISTRICT, OR THE ESTUARINE WATERSHEDS. CORNER OF STONE(4) 39.T 58.1' t. 'L" / �'+ ` ' ti �' TEST PIT* 1 MATERIAL IN AREA BENEATH AND FOR 5 FT. ON ALL SIDES OF LEACHING FACILITY. • , �*. ` REPLACE ALL UNSUITABLE MATERIAL WITH CLEAN COARSE SAND FREE FROM CLAY °� .� • ELEV TOP= 36.90' ' FINES OR OTHER UNSUITABLE MATERIAL IN ACCORDANCE WITH 310 CMR 15.255(3). • ` 'r� '`W ELEV WATER- 28.40'(mottling) �+ '+ tli<' - 15. CONTRACTOR SHALL NOTIFY DESIGN ENGINEER OF ANY DISCREPANCIES FOUND IN SITE CONDITIONS FROM THOSE SHOWN PRIOR TO CONTINUATION OF WORK. w ! ( PERC RATE _ N I ;�. ti,-_ J� �' �' "- `'s5! 16. PROPOSED PROJECT IS LOCATED WITHIN: O i f • . P F R = DEPTH O PERC N ' LOCUS , ! ,' ASSESSOR'S MAP 336 LOT 61 Z ��� %� T LOC"S ( TEXTURAL CLASS: 1 g U.P. #3 ,` --� • • • i >•, jj- r'. ♦ OWNER OF RECORD. FRANCES N. MACISAAC vS�w� (4) t (3) • « • l` I - - KAREN MACISAAC J pti_� $ '� • "^ • ' •a !/�-• 0" 36.90' ADDRESS: P.O. BOX 241 4- / MAP �. • e • • • ' �'• ' It • • ••� 12" 35.90' \3 \ Fill CUMMAQUID, MA 02637 -- - - Ic r_V \ LOT 50-001 ��C� - --- - - - -- - -- - ;: ••• .• } FEMA FLOOD ZONE X / OO , +�,• ,! °��: I � ; f7o COMMUNITYPANEL# 25001CO559J \ \ v�Z �' • ® } It I � �`� Silt Loam 17. DEED REFERENCE: L.C.C. NO. 156232 o / \ t• j �j / mil/ 10Yr 5/6 \ • ) � .> 18. PLAN REFERENCE. 1. L.C. PLAN NO.21720-B WF-1 (START) t nr o (►` 2. PLAN BOOK 583, PAGE 91 \ \ S S 1bt� _._ / 0 C ( Mottling _102 e / \ \ \ ` 'U c� 102" - - 28.40' 19. ALL DISTURBED AREAS SHALL BE RESTORED TO ORIGINAL CONDITION. � i 3 0 • © ^ o S79` 19 " / `" t 20. PROPERTY LINE INFORMATION IS ONLY APPROXIMATE. THIS PLAN IS TO BE USED ONLY m \ 34 ,. ._ 100.15' E y_ ~ ;�l • Weelrlg irx ' i4" c FOR SEPTIC SYSTEM UPGRADE. JC ENGINEERING WILL NOT ASSUME ANY LIABILITY 114" _ 27.40' FOR USES OF THIS PLAN OTHER THAN ITS INTENDED PURPOSE. oy 120" 26.9U 21. A 4"PERFORATED SCH.40 PVC PIPE SHALL BE PLACED IN A VERTICAL POSITION TO A • DEPTH OF THE BOTTOM OF THE SAS AND EXTEND TO WITHIN 3"OF FINISH GRADE. A REMOVABLE THREADED CAP SHALL BE PLACED ON THE TOP TO ALLOW FOR INSPECTIONS. F, ��O e/T !►jR I <cF , "---_,_._ 132" Standing @ 132" _ 25.90' 22. ..,/ SHRUB jVFw�y �iNE( t ` \ ---- LOCUS PLAN OWNER/APPLICANT/CONTRACTOR SHALL BE RESPONSIBLE TO OBTAIN ANY AND ALL S 3 (TYP) �') !! f C-2 Coarse Sand REQUIRED PERMITS AND APPROVALS FOR THIS PROJECT. / J � SCALE: 1"= 1000' 2.5Y 6/6 23. IN ACCORDANCE WITH 310 CMR 15.401 -15.405,THE FOLLOWING LOCAL UPGRADE GAS / GAS \ / �g"� �ti 4 / 168" 22 90� APPROVALS ARE REQUESTED FROM 310 CMR 15.211 at 310 CMR 15.221 (7): ro tiz (1.) A 0.70'WAIVER(3.00'- 3.70') FOR THE MAXIMUM COVER OVER THE LEACHING FACILITY. GAS y f ( Wf (2.) A 3.20'WAIVER(10.00•-6.80') FOR THE MINIMUM SETBACK FROM THE LEACHING DESIGN DATA TEST PIT DATA FACILITY TO THE FRONT PROPERTY LINE. i 3 / PERC NO. 15062 �a / , 18" OAK / i \ \ \ \ � ' INSPECTOR: David W. Stanton, R.S. LEGEND r / \ � � NUMBER OF BEDROOMS (DESIGN) 2* -W WV DESIGN FLOW 110 GAUDAY/BEDROOM EVALUATOR: Michael Pimentel, EIT,CSE ApPw`` #34 � C.S.E.APPROVAL DATE: Oct. 1999 ROX/ w-�. / EXISTING I I MAP 336 `" EXISTING SPOT GRADE TOTAL DESIGN FLOW 220 GAUDAY DATE: June 2, 2016 >>.- EXISTING CONTOUR 3 / ATE LOCgT w / 2-BEDROOM M p --�_ ( ti ` LOT 54 DESIGN FLOW x 200 % 440 GAL/DAY DWELLING Y 1 TEST PIT#: 2 ZO PROPOSED CONTOUR 3 O STOOP TOP=41.1'± I I USE EXISTING 1,000 GALLON SEPTIC TANK ELEV TOP= 36.99 F (FULL BASEMENT) 3f 1 "DEED RESTRICTION TO BE FILED AT BARNSTABLE REG. OF DEEDS. 50 PROPOSED SPOT GRADE Z Q• -_ z ( 136 4' I N ELEV WATER= 28.4D' (mottling) GAS EXISTING GAS LINE �3W O PERC RATE - N/A ter, 1 ( ' / See sieve analysis D/H/W - EXISTING OVERHEAD WIRE s 11 1 a ; INSTALL 2 - 500 GAL. CHAMBERS w/ AGGREGATE DEPTH OF PERC= results below / 12" SPRUCE �30X ,/ r 100 � ' + W W EXISTING WATER LINE /a Q / 1 I SIDEWALL CAPACITY TEXTURAL CLASS: 1 � ` / I TEST PIT LOCATION 3�-- (O �- / / / J (LENGTH + WIDTH) (2 SIDES) (2 HIGH) (0.74 GPD/S.F.) = GAL/DAY / I WF-3 (21.0'+8.83) (2) (2') (0.74 GPD/S.F.) 88.3 GAL/DAY EXISTING 1,000 GALLON SEPTIC TANK PROPOSED 2 500 GALLON MAP 336 0 8 ( � o'• 36.so' o o H 20 LEACHING CHAMBERS I 11" SPRUCE I / O / Fill WITH AGGREGATE �` / j ;:ti '� �-EXISTING SEPTIC TANK TO ` 10,402++_S.F. oc`Ov Q BOTTOM CAPACITY 12" 35.90' PROPOSED 4"SOLID SCHEDULE 40 PVC PIPE BE UTLIZFD�THIS DESIGN 13" / / / / / o ( (LENGTH x, WIDTH) (0.74 GPD/S.F.) = GAL/DAY ` C] PROPOSED DISTRIBUTION BOX j - 137.2 GAL/DAY (21.0'x 8.83) (0.74 GPD/S.F.) - p�'G 4°, OAK ,r w =" �.�-- ---PROPOSED DISTRIBUTION BOX / / / / ! C_1 Silt Loam PROPOSED 500 GALLON H-20 LEACHING CHAMBER REMOVE ALL UNSUITABLE MATERIAL fi 3g- 31 / / / 1 Q TOTALS: DOWN TO C-2 SOIL& REPLACE w/CLEAN �p .3h / / C� REV. DATE BY APP D. DESCRIPTION J "----lOt ( ( w TOTAL NUMBER OF CHAMBERS 2 - - - - - - - ---- COARSE SAND PER 310 CMR 255(3) w � `. _ _ I i ( � TOTAL LEACHING AREA 304.7 SQ.FT. 102" Mottling @ 102 28 40' PROPOSED SEPTIC SYSTEM UPGRADE O APPROXIMATE LOCATION OF EXISTING I+17 _ _ / Z TOTAL LEACHING CAPACITY 225.5 GAL./DAY 'Adj. G.W.@104.4' V oo, s LEACHING PIT TO BE PUMPED, ABANDONED, / I + ,W - - - �S PREPARED FOR: TP 2, AND FILLED WITH COARSE SAND / 104.4" _ 28.20' `v a �Y'i,�OF kfa q Benchmark ua `'' r 6x9 --'' / 32 -___ ---- ----- -- - Weeping - +s �� t PRANCES N. & KAREN MACISAAC Nail in U.P.#2 2 -.._� m SIEVE ANALYSIS RESULTS �' CHURC ILL AL Elev. = 40.00' r PROPOSED INSPECTION PORT / / / F 4 S Pp , /�q �/ ry/ (Soil sample taken from C-2 sal in TP2) 120" 26.90' ,k / LOCATED AT A rox. M.S.L. � ,.r - U.P. #2' ' 6x9'TPI 27" OA ROPOSED HAYBALE LINE / / SAND 94.5% Standing u�? 132' j . F 34 BONE HILL ROAD _ / SILT 4.8% C-2 Coarse Sand r BARNSTABLE, MA 02559 � 'I CLAY 0.8 k ,r' PR. 4" PVC VENT PIPE; / ��,^(� 2.5Y 6/6 ---------��- - ---- ` EXACT LOCATION PER OWNER f / 24" C�7AK „ y' SCALE: 1 INCH = 10 FT. DATE: SEPTEMBER 29,2016 / 109.99 FENCE ' ` , PER TITLE 5 ALTERNATIVE TO 168 22.90 / ���) 0 5 10 20 40 FEET PROPOSED 40 MIL. IMP. N820 10'20"W 1 < PERCOLATION TESTING GUIDANCE p P�►� � GEOMEMBRANE LINER; N . ' co WF 5 FOR SYSTEM UPGRADES TOP EL.=35.90'; BOTTOM EL.=30.90' f , ,. - � PREPARED BY: (EFFECTIVE DATE: MAY 3,2006) � J� JC ENGINEERING, INC. UNDER POLICY BRP/DWM/PeP-P00 d : •BASED ON THE CAPE COD COMMISSION METHOD '* / ►(`+J!� MAP 336 �! I' SOIL TYPE: "UNCOMPACTED" INDEX WELL: AIV1�247 Z; ` ��+_ : _ J 2854 CRANBERRY HIGHWAY WATER-LEVEL RANGE ZONE: B ` ' "' 4 EAST WAREHAM MA 02538 LOT 51 EFFLUENT RATE FOR 2.8VEAST ' CLASS 1, 85% SAND= 0.74 GDP/SF WATER DEPTH READING:DATE: SITE PLAN � WATER DEPTH READING DATE: 5/16 .0 ' . ' •.�' ASSUMED PERC RATE<2 mpi WATER-LEVEL ADJUSTMENT: 2.30' p*: 508.273.0377 ADJUSTED G.W.DEPTH: 11.0'-2.3'=8.T - - -__.____ SCALE: 1"=10' t't Drawn By: BJW Designed By:BJW Checked By: MCP JOB No.3514