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0081 HOLWAY DRIVE - Health
I HOLWAY DRIVE WEST BARNSTABLE 136-036 f �l r it �t f Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE, MASSACHUSETTS Yes TIPPfiration for -Mis osaf bps of eo a Vermit Application for a Permit to Construct( ) Repair Upgrade( A n r )"00Complete System E<ndiidual Components Location Address or Lot No. ` a c�A�1 r- V Owner's Name,Address,and Tel.No. 'G��— Assessor's Map/Parcel 6 Q 2 6 ����Yw � - �`7 C6 Installer's Name,Address,and Tel.No. Sow ' ;�� Designer's Name,Address,and Tel.No. She 3 Type of Building: Dwelling No.of Bedrooms Lot Size �� �t �i Garbage Grinder( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) ?jam gpd Design flow provided gpd Plan Date 3 a 3 �Z Number of sheets Revision Date �� 4 Title Size of Septic Tank C� mod, �� .L �rti�ype of S.A.S. Description of Soil Nature of Repairs or Alterations(Answer when applicable) a Jr c,J C anA�A 1,&,_� re.>! c� �vw2. ' X i '� ' K r 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. Signed Date Application Approved by Date -'30'f� Application Disapproved by Date for the following reasons Permit No. I Date Issued O—t S 4 �.. r ti i �.. S So .` a. No. Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes PUBLIC HEALTH DIVISION TOWN OF BARNSTABLE, MASSACHUSETTS Yitation for IDis osaY *ps to Co n Permit y Application for a Permit to Construct( ) Repair( pgrade( A�an ❑Complete System ndividual Components Lccation Address or Lot No. 8 1 �d tom. A� ►^ u Owner's Name,Address,and Tel.No. V-e Assessor's Map/Parcel 1 3 6 0 3 Yv\JktG6 Installer's Name,Address,and Tel.No. Sow GQf`f Designer's Name,Address,and Tel.No. vvv�j.r ck-% �+ Type of Building: ` Dwelling No.of Bedrooms Lot Size o� s Garbage Grinder( ) Other Type of Building No..of Persons Showers( ) Cafeteria'( ) - ^ Other Fixtures Design Flow(min.required) 7 3d gpd! Design flow provided 330 gpd Plan Date { c�(� �l Number of sheets \ Revision Date v I Title - ,^T" Size of Septic Tank SZZ<�) Ck( c, ype of S.A.S. j Description of Soil `>�_e, �bu�, i 1 Nature of Repairs or Alterations(Answer when applicable) C S <,j C WS(A-,n.-h c.�/ `ate' o . ate _Q S ' x 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. Signed Date Application Approved by Date ?i D f Application Disapproved by Date i for the following reasons ( -5Permit No. U� �� � Date Issued --------------------------------------------------------------------------------------------------------------------------------------- THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE,MASSACHUSETTS Certificate of Compliance THIS IS TO CERTIFY,that the On-site Sewage Disposal system Constructed( ) Repaired(�� Upgraded( ) Abandoned( )by ;.4 � �,_t V,c�'�C."J'� l�a.t/ •l�-� at �5-` C�`c �-�ta. �/- U�. has been constructs in accordance with the rovisions of Title5 and the for Disposal System Construction Permit No.o?G/5���b dated —�U Installer C.aF- —`c�-J' G Designer #bedrooms Approved desi flow d gpd The issuance of this permij 11 n t be construed as a guarantee that the system wil fitnc o as designs . Date 0 ( Inspector , pr No. `I G Fee THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION -BARNSTABLE,MASSACHUSETTS Misposar *pstem ConstrUrtion Permit Permission is hereby granted to Construct( ) Repair Upgrade( ) Abandon( ) System located at a-id 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 completed within three years of the date of this permit."/' Q I� S Pate �" J o — 1 ,5 Approved by 1 ' } TOWN OF BARNSTABLE \LOCATION -a�_ � )``a uP SEWAGE# VILLAGE �ASSESSOR'S MAP&PARCEL `� 6 INSTALLER'S NAME&PHONE NOcQ� \�S' �c cst�W2 SEPTIC TANK CAPACITY , c sow C.( LEACHING FACILITY: NO.OF BEDROOMS 3 OWNER PERMIT DATE:7 COMPLIANCE DATE: Separation Distance Between.the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Feet Private Water Supply Well and Leaching Facility(If any wells exist on site or within NO feet of leaching facility) Feet Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of leaching facility) Y `a©Q�— Feet FURNISHED BY'��,,4,_&I 1 A�: all`5'" Town of Barnstable Regulatory Services �o Richard V. Scali,Interim Director BARNSTAB 9� MASS. Public Health Division ib39. �0 AtFDMA'�a Thomas McKean, Director 200 Main Street,Hyannis, MA 02601 Office: 508-862-4644 Fax: 508-790-6304 Installer &Designer Certification Form Date: 1112i � Sewage Permit# C'>e cD tS'-a YGo Assessor's Map\Parcel 13C O Designer: 3y_ e- OVJyv� Installer: Address: Address: On '� Q�I ��s 1 " �g vas issued a permit to install a (date) (installer) septic system at RU-w,A L1 based on a design drawn by (a dress) OjKjjfC, l�� �� dated n4 $ (designer) A— 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 constru liance with the terms of the EN approval letters (if applicable) �yt�OF LEA REN (Insta er's ignature) No Y NFr � isger'`s, Signature) (Affix tamp ere) PLEASE RETURN TO BAR TABLE 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. QASeptic\Designer Certification Form Rev 8-14-13.doc 'AC tvb T- t4F F l L1 W y � ' e Town of Barnstable `Al:" Regulatory Services i .. Thomas F.Geiler,Director MAMg Public Health Division a6jQ `10 Thomas McKean,Director 200 Main Street,Hyannis,MA 02601 Office: 508-862-4.644 Fax: 508-790-6304 Installer&Designer Certification Form --- Date: / W 2066 Sewage Permit# 2D65—/9Y Assessor's Map arcel � i 3G ia./ .3G Designer: StIv Ilito A W i tsco RE Installer:. Cfl D 7 Address: G&xky k)* 91a'r I Syrvt!jym Address: TO�KC 2� ?Ss I�br4en r:::� S4,-Oc,,v C(A IWA OJS-?? On -?MZrJas �e - A- 'I'b rreY was issued a permit to install a . (date) (installer) septic system at based on a design drawn by (address) 5�MOw+ A (JI Ism f dated 1 (2-2 to S (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. _ 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. 40 t , STEP HEN Ai LY+J W 't (Installer's Signature) `) W" L DN �! ti esigner's Signature)• (Affix Designer's Stamp Here) PLEASE RETURN TO BARNSTABLE PUBLIC HEALTH DMSION. 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. Q:Health/Septic/Designer Certification Form 3-26-04.doc ���20O3-pp5� Bk 19684 P:9 20 0 0-21368 04--04--2005 DEED RESTRICTION WHEREAS,Andris J.Silins and Diane Silins of Barnstable,MA are owners of' Holway Drive located at Barnstable,MA(hereinafter referred to as Lot 21)and being shown on a plan entitled"Point Hill,designed for Point Hill Realty Trust by Crowell&Taylor,Yarmouthport, Engineers and Surveyors,Scale 1 inch= 100 feet,dated July 1971,"duly recorded in Barnstable County Registry of Deeds in Plan Book 249,Page 107. WHEREAS,Andris J. and Diane Silins as the owner of said lot have agreed with the Town of Barnstable Board of Health to a restriction as to the number of bedrooms which can be included in any home built on said lots 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;. 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,and authorizing the issuance of a building permit for the construction of a single family home on this property,is requiring that the agreement for the restriction on the number of bedrooms in any house constructed on the lot be put on record with the Barnstable County Registry of Deeds by recording this document, NOW,THEREFORE,Andris J.and Diane Silins do herebyplace the following restriction on their above-referenced land in accordance with their agreement with the Town of Barnstable Board of Health,which restrictioni shall run the land and be binding upon all successors in title: Holway Drive,Barnstable,MA may have constructed upon the lot a house containing no more than three( 3 )bedrooms.Andris J.and Diane Silins agree that this shall be Bk 19684 Pg 201 #21368 permanent deed restriction affecting Lot 21 located plan entitled"Point Hill,designed for Point Hill Realty Trust by Crowell&Taylor,Yarmouthport,Engineers and Surveyors, Scale 1 inch= 100 feet,dated July 1971"and being shown on the plan recorded in Plan Book 249,Page 107. For title of Andris J.and Diane Silins see the following deed:. It)4All TlF Executed as a sealed instrument �S day of November,2004. t Andris J. Silins Diane Silms COMMONWEALTH OF MASSACHUSETTS SU FFOL k SS. November( 2004 _ mber, 2004 before me the undersigned On this day of Nove notary public, personally appeared Andris and Diane Silins,provided to me through satisfactory evidence of identification, which was a driver's licenses, to be the persons whose names are signed on the preceding document,and acknowledged to me that they signed it voluntarily for its stated purpose. Notary Public, My Commission Expires: h 0((f s I a$ , "Lo O FF1AA, -,'-vFTEUD i � Mid•.•vp�•. Comm .`•sssach Ai-j.. --4 2009 BARN fiA�!,E e6uNTY BARNSTABLE REGISTRY OF DEEDS R€GI TRY OF DEEDS A�TR�UE COPY,ATTEST JOHN F.MEADE,REGISTER r r DEED RESTRICTION WHEREAS,Andris J. Silins and Diane Silins of Barnstable,MA are owners of 136-03 Holway Drive located at Barnstable,MA(hereinafter referred to as Lot 21)and being shown on a plan entitled"Point Hill,designed for Point Hill Realty Trust by Crowell&Taylor, Yarmouthport, Engineers and Surveyors,Scale 1 inch= 100 feet,dated July 1971,"duly recorded in Barnstable County Registry of Deeds in Plar,Book 249,page 107. WHEREAS,Andris J. and Diane Silins as the owner of said lot have agreed with the Town of Barnstable Board of Health to a restriction as to the number of bedrooms which can be included in any home built on said lots 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 fot the Subsurface Disposal of Sanitary Sewage; WHEREAS,the Town of Barnstable Board of Health, as a pre-condition to granting a disposal works construction permit for a septic system in compliance with 310 CMR 15,200, State Environmental Code,Title V,Minimum Requirements for the Subsurface Disposal of Sanitary Sewage, and authorizing the issuance of a building permit for the construction of a single family home on this property,is requiring that the agreement for the restriction on the number of bedrooms in any house constructed on the lot be put on record with the Barnstable County Registry of Deeds by recording this document, NOW,THEREFORE,Andris J. and Diane Silins do hereby place the following restriction on their above-referenced land in accordance with their agreement with the Town of Barnstablc Board of Health,which restriction shall run the land and be binding upon all successors in title: 1. 136-03 Horivay Drive,Barnstable,NIA may have constructed upon the lot a Douse containing no more than three( 3 )bedrooms. Andris J. and Diane Silins agree that this shall be 1- permanent deed restriction affecting Lot 21 located plan entitled"Point Hill, designed for Point Hill Realty Trust by Crowell&Taylor,Yarmouthport,Engineers and Surveyors, Scale 1 ir_ch 100 Feet,dated July 1971" and being shown on the plan recorded in Plan Book,249,Page 107. For title of Andris I and Diane Silins see the following deed: Book , Page Executed as a sealed instrument day of November,2004. Andris). Silins Diane Silins COMMONWEALTH OF MASSACHUSETTS ' SS. November ,2004 On this _ day of November, 2004, before me, the undersigned notary public, personally appeared Andris and Diane Silins,provided to me through satisfactory evidence of identification, which was a driver's licenses, to be the persons whose names are signed or, the preceding document,and acknowledged to me that they signed it voluntarily for its stated purpose. Notary Public, My Commission Expires: D f i BAX 'ER, NYE & HOLMGREN, INC. Registered Professional Engineers and Land Surveyors 812 Main Street,Osterville,MA 02655 (508)428-9131 FAX:(508)428-3750 November 23ra 2004 "... . .. - Mr. Thdnias'McKeari Board of Health Town Offices 200 Main Street Hyannis, Massachusetts 02601 Re: A. Silins a i Holway Drive, West Barnstable Assessors Map 136; Parcel 36 Dear Mr. McKean, Attached please fiiid a draft of the deed restriction the Board required in granting variances for the above referenced lot for your review and approval. If you have any comments please call me and we will incorporate them into the deed restriction prior to recording it. I thank you for your attention to this matter. Sincerely, E t en A. Wilson, P.E. � -�- t > cc: A. Silins #2003-094 SilinsDeedRestrictionLetter.doe Land Surveys Subdivisions Septic Design Wetland Filings Site Design '[�01!l4 OFBl�RNSTA1tlE Transmittal Letter APR -5 PM 3: 43 To: Board of Health 200 Main Street wiSI©N _ Hyannis, MA 02601 From: Stephen A. Wilson, P.E. Subject: Noy Date: t/( 2_vr We are sending you IM Attached ❑Under Separate Cover The following documents: ❑Prints❑Order of Conditions W Variance Approval❑Recording Slip ❑ Septic System Permit ❑Notice of Intent 11 Other DATE QUANTITY DESCRIPTION y Zoa 5 &U. - 3 Gv0 owe b These items are transmitted as checked below: ❑ For Your Use ❑ As Requested For Your Files ❑ For Review and Comment ❑ For Recording As Required Other: Additional Distribution File No. !?_ -� Baxter,Nye&Holmgren Inc. Phone:508-428-9131,ext.13 812 Main Street Fax: 508-428-3750 Osterville,Massachusetts 02655 F Mail:swilson@jkhohngren.com Tmwudtta1.e#er4.doc Bic 19684 P9200 W21368 04--04--2+005 al 093210 DEED RESTRICTION WHEREAS,Andris J. Silins and Diane Silins of Barnstable,MA are owners of' Holway Drive located at Barnstable,MA(hereinafter referred to as Lot 211 and being shown on a plan entitled"Point Hill,designed for Point Hill Realty Trust by Crowell&Taylor,Yarmouthport, Engineers and Surveyors,Scale 1 inch= 100 feet,dated July 1971,"duly recorded in Barnstable County Registry of Deeds in Plan Book 249,Page 107. WHEREAS,Andris J.and Diane Silins as the owner of said lot have agreed with the Town of Barnstable Board of Health to a restriction as to the number of bedrooms which can be included in any home built on said lots 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 foi the Subsurface Disposal of Sanitary Sewage; WHEREAS,the Town of Barnstable Board of Health,as a pre-condition to granting a disposal works construction permit for a septic system in compliance with 310 CMR 15.200,State Environmental Code,Title V,Minimum Requirements for the Subsurface Disposal of Sanitary Sewage,and authorizing the issuance of a building permit for the construction of a single family home on this property,is requiring that the agreement for the restriction on the number of bedrooms in any house constructed on the lot be put on record with the Barnstable County Registry of Deeds by recording this document, NOW,THEREFORE,Andris J. and Diane Silins do hereby place the following restriction on their above-referenced land in accordance with their agreement with.the Town of Barnstable Board of Health,which restriction shall run the land and be binding upon all successors in title: Holway Drive,Barnstable,MA may have constructed upon the lot a house containing no more than three( 3 )bedrooms.Andris J.and Diane Silins agree that this shall be s 1 i. . Bk 19684 Pg 201 #21368 permanent deed restriction affecting Lot 21 located plan entitled"Point Hill,designed for Point Hill Realty Trust by Crowell&Taylor,Yarmouthport,Engineers and Surveyors,Scale 1 inch= 100 feet,dated July 1971"and being shown on the plan recorded in Plan Book 249,Page 107. For title of Andris J. and Diane Silins see the following deed:. ��V�q Executed as a sealed instrument day of November,2004. Andris J. Silins Diane Silms COMMONWEALTH OF MASSACHUSETTS S,U FFO L K SS Novemberr�,2004 On this day of November, 2004, before me, the undersigned notary public, personally appeared Andris and Diane Silins,provided to me through satisfactory evidence of identification, which was a driver's licenses, to be the persons whose names are signed on the preceding document,and acknowledged to me that they signed it voluntarily for its stated purpose. Notary Public, cy My Commission Expires: J9 Cl 6 U S I oZ e ) 0�-4 O ! FHAN"", ,...VET£LLQ .`�A i:311C L►: �OS� YYI toomrn sssacht �d,20(39 1A�� fiADL€COUNTY R€ TRY OF DEEDS BARNSTABLE REGISTRY OF DEEDS A TRUE COPY,ATTEST Zk� � JOHN F.MEADE,REGISTER A Town of Barnstable Board of Health 200 Main Street,Hyannis MA 02601 Office: 508-862-4644 Susan G.Rask,R.S. FAX: 508-790-6304 Sumner Kaufman,MSPH Wayne Miller,M.D. September 14, 2004 Mr. Stephen Wilson, P.E. Baxter, Nye, and Holmgren, Inc. 812 Main Street Osterville, MA 02655 RE: 81 Holway Drive, West Barnstable A= 136-036 Dear Mr. Wilson, You are granted conditional variances on behalf of your clients, Andris and Dyane Silins, to construct an onsite sewage disposal system at 81 Holway Drive, West Barnstable. The variances granted are as follows: PART XIII,. SECTION 2.00: To construct an onsite`soil,absorption system.and a private water supply well on the same lot consisting of'only 35,732 square feet, in lieu of the 40,000 square feet minimum lot size required. 310 CIVIR 15.221(7): To allow more than three feet of soil; 'cover over the septic tank and distribution box. These variances are ranted with the following conditions: i 9 9 (1) No more than three (3) bedrooms maximum 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 applicant shall record a properly worded` deed restriction, 'signed by the owner of the property, at the Barnstable County.: Registry of Deeds restricting the property to three (3) bedrooms maximum. A copy of the Q:WP/WilsonSilins recorded deed restriction shall be submitted to the Health Agent prior to obtaining a disposal works construction permit. (3) The septic system shall be installed in strict accordance with the engineered plans dated August 25, 2004. (4) The designing engineer shall supervise the construction of the onsite sewage disposal system and shall certify in writing to the Board of Health that the system was installed in substantial compliance with the plans dated August 25, 2004. Sincerely yours, Way e Miller, M.D. Chairman p 0 Q:WP/WilsonSilins I ' �' � p 9Ynw oe*aua; � DMMG xx , CLOSET _ _ MASTER B.4TH� I; " --'--- I - - - -- - - - --- - - - __ - o�E.l.,� s BATu g . .MASTER BEDfd?'LT'iCIO KITCHEN ASTii _ � CEnirs CE vr. cEDbt cz e aeons'., , ao , "oK vo• i T ' g i Asa I 1� c j I �naewE� 9 vaaon er La � I I I � _ A 6 i LaIRVPIa FIR` I" I i vnaw m Lo. I I I I I ee . xL EL TM . oo nrn ova . � OIf@CIIT N -.-------------------:_._:.. gip; -------'----'- --- -- --�_o- . / ^ BEOROOPI3 BEOROOII y _..—.—.—.......------ m. AA - b CIOg SECOND FLOOR PLAN - . - Ni aoa va°,.n a.�vca eeco®v�oon ceroei...d w,rca n ' � °L•a�c.e:eie a°0�'.uc.°."'e�n+rnH'�ronV1p1VOr.Esa�eaac�'*� . � vs:k.•v oc,vaeae'm�.w.us rw. �. � � � .. sty?»*o coon.e,4Towi w�au-<nn+wmsn:raw octeda wen,- r GROUNDWATER Groundwater Analytical,Inc. P.O.Box 1200 ANALYTICAL Buz Main Street Buzzards Bay,MA 02532 Telephone(508)759A.441 May 3, 2005 FAX(508)759-4475 www.groundwateran alytical.com Mr. Ron Saari Envirotech Laboratories, Inc. 8)an Sebastian Drive Unit#12 Sandwich, MA 02563 LABORATORY REPORT Project: Dragin/81 Holway Dr Lab ID: 83328 Received: 05-02-05 Dear Ron: Enclosed are the analytical results for the above referenced project. The project was processed for Rush 24 Hour turnaround. This letter authorizes the release of the analytical results, and should be considered a part of this report. This report contains a sample receipt report detailing the samples received, a project narrative indicating project changes and non-conformances, a quality control report, and a statement of our state certifications. The analytical results contained in this report meet all applicable NELAC standards, except as may be specifically noted, or described in the project narrative. This report may only be used or reproduced in its entirety. I attest under the pains and penalties of perjury that, based upon my inquiry of those individuals immediately responsible for obtaining the information, the material contained in this report is, to the best of my knowledge and beliet, accurate and complete. Should you have any questions concerning this report, please do not hesitate to contact me. Sincerely, Eric H ensen r Oper tions Maryager r i EHj/s d Enclos es F � C7 -e 4 C/3 a% UD Q D C17 r rT7 GROUNDWATER ANALYTICAL EPA Method 524.2 Volatile Organics by GC/MS Field ID: 0504489 Matrix: Aqueous Project: Dragin/81 Holway Dr Container: 40 mL VOA Vial Client: Envirotech Laboratories,Inc. Preservatiun: NCI/Cool Laboratory ID: 83328-01 QC Batch ID: VM7-1765-W Sampled: 04-29-05 16:45 Instrument ID: MS-7 Agilent 6890 Received: 05-02-05 17:35 Sample Volume: 25 mL Analyzed: 05-03-05 11:13 Dilution Factor: 1 Analyst: LG Page: 1 of 2 CAS Number _Arialy>fe -, Qn_�tltlptlr3Lt LJrts a:_ gepQ+t)bg llmu 75-71-8 Dichlorodifl_uorom_eth_a_ne _ BRL ug/L 0.5 74-87-3 i Chloromethane- BRL ug/L 0.5 75-61-4 ! Vinyl Chloride BRL ug/L 0.5 --- --- --._.. -------- --- 74-83-9 Bromomethane BRL ug/L 0.5 75-00-3 Chloroethane BRL ug/L 0.5 75-69-4 Trichlorofluoromethane -- BRL ug/L 0.5 75-35-4 1,1-Dichloroethene BRL ug/L 0.5 75-09-2 Methylene Chloride BRL ug/L 0.5 156-60-5 Vans-1,2-Dichloroethene BRL ug/L 0.5 1634-04-4 Methyl tert-but I Ether(MTBE) BRL ug/L 0.5 75-34-3 1,1-Dichloroethane--- -_ BRL ug/L 0.5 594-20-7 2,2-Dichloropropane BRL ug/L _ 0.5 ......... - 156-59-2 cis-1,2-Dichloroethene BRL ug/L 0.5 74_97-5 Bromochloromethane BRL ug/L 0.5 67-66-3 Chloroform BRL ug/L 0.5 71-55-6 1,1,1-Trichloroethane BRL I ug/L 0.5 56-23-5 Carbon Tetrachloride BRL _ ; ug/L _ 0.5 563-58-6 1,1:Dichloropropene---- - BRL -- ug/L 0.5 71-43-2 Benzene i BRL i ug/L 0.5 107-06-2 - 1,2-Dichloroethane BRL ug/L 0.5 79-01-6 Trichloroethene BRL _ug/L _ 0.5_ 78 87-5 _ 1,2-Dichloropropane-- - - BRL - ug/L - 0.5 74-95-3 Dibromomethane BRL ug/L 0.5 75-27-4 Bromodichloromethane BRL ug/L 0.5 ...------- - ---- ---- - 10061-01-5 cis-1,3-Dichloropropene BRL ug/L 0.5 108-88-3 toluene BRL ug/L 0.5 i0061-02_-6 - tran5-1,3-Dichloropropene - BRL ug/L 0.5_ _ i 79-00-5 1,1,2-Trichloroethane _ BRL _ ug/L 0.5__ _ r127-18 4 Tetrachloroethene - BRL ug/L 0.5 ------------ ..BRL ug/L 142-28-9 __ 1,3-Dichloro ro ane___ L 0.5 124-48-1 Dibromochloromethane - BRL ug/L 0.5 106-93-4 ; 1,2-Dibromoethane BRL ug/L 0.5 108-90-7 1 Chlorobenzene BRL ug/L 0.5 630-20-6 1,1,1,2-Te.trachloroethan_e BRL ug/L 0.5 { 100-41-4 Ethylbenzene BRL ug/L 0"5 108-38:3110"23 meta-Xylene and para-Xylene BRL ug/L 0.5 .. _._...--.. 95-47-6 ortho-Xylene BRL 100-42-5 Styrene BRL ug/L 0.5 75-25-2 Bromoform BRL ug/L 0.5 98-82-8 Isopropyl benzene BRL ug/L 1 0.5 108_86.1 Bromobenzene BRL ug/L 0.5 ! 79-34-5 1,1,2,2-Tetrachloroethane BRL ug/L 0.5 96-18-4 : 1,2,3-Trichloropropane- - -- __. ._.. ...... BRL ug/L- 0.5 -- 103-65-1 n-Propylbenzene BRL ug/L 0.5 95-49 8 2-6lorotoluene BRL ug/L 0.5 108-67-8 j 1,3,5-Trimethylbenzene BRL ug/L 0.5 Groundwater Analytical, Inc., P.O. Box 1200, 228 Main Street, Buzzards Bay, MA 02532 GROUNDWATER ANALYTICAL EPA Method 524.2 (Continued) Volatile Organics by GC/MS Field ID: 0504489 Matrix: Aqueous Project: Dragin/81 Holway Dr Container: 40 mL VOA Vial Client: Envirotech Laboratories,Inc. Preservation: HCI/Cool Laboratory ID: 83328-01 QC Batch ID: VM7-1765-W Sampled: 04-2"5 16:45 Instrument ID: MS-7 Agilent 6890 Received: 05-02-05 17:35 Sample Volume: 25 mL Analyzed: 05-03-05 11:13 Dilution Factor: 1 Analyst: LG Pdgo: 2 of 2 CAS Number An*t�. Coll III at 15f¢tes Untf ` ?Reponirtg�imtr 106-43-4 4Dhlorotoluene BRL ug/L 0.5 98-06-6 tort-Butylbenzene BRL ug/L 0.5 i 95-63-6 1,2,4-Trimethylbenzene BRL ug/L 0.5 135-98-8 ser.-Butylbenzene BRL ug/L 0.5 541-73-1 1,3 Dichlorobenzene BRL _ ug/L 0.5_ _ 99-87-6 4-isopropyltoluene BRL ug/L 0.5_ 106-46-7 1,4-Dichlorobenzene —�- BRL — -- ug/L 0.5 - 95-501 1,2-Dichlorobenzene BRL ug/L 0.5 104-51-8 n-Butylbenzene i BRL ug/L 0.5 96-12-8 1,2-Dibrom_o-3-chlotnpropane I BRL _ _ug/L 0.5 i 120-82-1 1,2,4-Trichlorobenzene BRL — ug/L -0.5 87 68-3 1 lexachlorobutadiene I BRL ug/L 0.5 91-20-3 Naphthalene BRL ug(L 0.5 f—87 61-6 1,2,3-Trichlorobenzene - _. BRL' ug/L 6.5 QC Surrogate Compound- :Spiked stt�ed i�+ cottty 1,2-Dichloro_ben_zene-d4— 10 i7.7 77 % — 70-130% 4-Bromofluorobenzene 10 9.2 92 % 70-130% Method Reference: Methods for the Determination of Organic compounds in Drinking Water,Supplement III,US EPA, EPA-600/R-95/1310995)- Method Revision4.1. Report Notations: BRL Indicates concentration,if any,is below reporting limit for analyte. Reporting limit is the lowest concentration that car,be reliably quantified under routine laboratory operating conditions. Reporting limits are adjusted for sample size and dilution. Groundwater Analytical, Inc., P.O. Box 1200, 228 Main Street, Buzzards Bay, MA 02532 EAWROTECH LABORATORIES,INC. MA CERT.NO.:M-MA 063 8Jan Sebastian Dr- Unit#12 Sandwich, MA 02963 (908)888-6460 1-800-339-6460 FAX(908)888-6446 CLIENT. Dragin Drilling LOCATION: 81 Holway Drive ADDRESS: W. Barnstable,MA COLLECTED BY. Dragin drilling SAMPLE DATE: 4/29/2005 SAMPLE TIME: 4:15 WATER SAMPLE TYPE: New Well DATE RECEIVED: 4/29/2005 LAB I.D. #: 0504489 WELL SPECS.: NA RESULTS OF ANALYSIS: Parameters Units Recommended Results Method Date Analyzed Limits Coliform bacteria /100ml 0 0 9222 B 4/29/2005 pH pH units 6.5-8.5 6.00 4500 H+ 4/29/2005 Conductance umhos/cm 500 287 120.1 4/29/2005 Nitrate-N mg/L 10.0 3.79 300.0 4/29/2005 Nitrite-N mg/L 1.00 < 0.004 300.0 4/29/2005 Sodium mg/L 20.0 35.8 200.7 5/2/2005 Iron mg/L 0.3 <0.1 200.7 5/2/2005 Manganese mg/L 0.05 0.009 200.7 5/2/2005 Potassium mg/L 20.0 1.8 200.7 5/2/2005 Calcium mg/L N/A 11.3 200.7 5/2/2005 Magnesium mg/L N/A 3.5 200.7 5/2/2005 Hardness(as CaCO3) mg/L 500 42.6 200.7 5/2/2005 Alkalinity mg/L 200 15.9 2320 B 4/29/2005 Sulfate mg/L 250 11.7 300.0 4/29/2005 Chloride mg/L 250 65.5 300.0 4/29/2005 Color APC units 15.0 < 5.0 2120 B 4/29/2005 Turbidity NTU 5.0 3.5 2130 B 4/29/2005 Free CO2 mg/L 50 31.1 4500-CO2 D 4/29/2005 Volatile Organics ug/L See report. ND EPA 524.2 5/3/2005 ND=None Detected. COMMENTS: pH is below recommended limit and may have corrosive characteristics. Sodium level is not a health hazard. WATER MEETS EPA STANDARDS AND IS SUITABLE FOR DRINKING PURPOSES FOR PARAMETERS TESTED. <= Less than > =Greater than TNTC =Too numerous to count Y,- 5 Date ___2s* RonWd J. Saari Laboratory Dire or Massachusetts Department of Environmental Management Office of Water Resources 101583 TYPE OR PRINT ONLY Well Completion Report 1.WALL LOCATION GPS (OPTIONAL) LATITUDE LONGITUDE Address at Well Location:9` 11131u/�)9/11 Property Owner:. Il Subdivision Name: Mailing Address: �✓a City/Town: l tl. ,�aE-n�� , �� a� City/Town: Assessors Map Assessors Lot#: NOTE:Assessors Map and Lot# mandatory,if no t bet°address available Board of Health permit obtained: Yes Not Required ❑ Permit Numberk)-20- , c03 Date Issue 2. WORK PERFORMED 3. PROPOSED USE` 4."DRILLING METHOD ❑ New Well ❑ Abandon Domestic ❑ Irrigation ❑ Cable �g Auger El Deepen ❑ Recondition ❑ Monitoring ❑ Municipal ❑ Air Hammers+" Direct Push Replace ❑ Other ❑ Industrial ❑ Other ❑ MuclA6"taryD ,EJ Other 5. WELL LOG oC Unconsolidated Consolidated 6,SITE"SKETCCH(use permanent tanamairks with etstanr } 9 W P@lfflEi3blllhl From (ft) To (ft) High Low C7 S m Other Rock Type ' v 7. WELL CONSTRUCTION Y.. 8. CASING A r, Total Depth Drilled From (ft) To (ft) Casing Type and Material Size O.D. (in) Well Seal Type Date Drilling Complete 341 ( 6, 4-1 1 9. SCREEN ; K tl From (ft) To (ft) Slot Size Screen-Type and Material Screen Diameter /r D/0 10. FILTER PACK/GROUT/ABANDONMENT MATERIAL 11.ADDI.TIONAL,WELL INFORMATION j <P Developed? k-Yes ❑ No { From (ft) To (ft) Material Description�-, Purpose Fracture i Enhancement? E:l Yes EI<No Method Disinfected? I R Yes ❑ No 12.WELL TEST DATA�iPRODUCTION WELLS) ;,, 1T, 13. STATIC WATER LEVEL(ALL WELLS) : YieId ime Pumped Drawdown to Time ecovery to Depth Below Date Method (GPM)-R hrs min) (Ft. BGS) (hrs & mi (Ft. BGS) Date Measured Ground Surface (FT) 14. PERMANENT PUMP (IF AVAILABLE) 15.NAMEIADDRESS OF PUMP INSTALLATION COMPANY Pump Description S� -a'e � ` Horsepower Nam",, Pump Intake Depth(ft) Nominal Pump Capacity :2 —(gpm) t�A 4-2 f 16. COMMENTS J 17.WELL'DRILLER'S STATEMENT This well was drilled and/or abandoned under my supervision,_according to applicable rules and regulations, and this report is complete and correct to the best of my knowledge. Driller: `YW—tCA 2Supervising Driller Signature: Registration #: Firm: Lellintt _Z1e Date: Y� ��GJ Rig Permit#: P `NOTE: Well Completion Reports must be filed by the registered well driller within 30 days of well completion. BOARD OF HEALTH COPY No.�---------- BOARD OF HEALTH Fee TOWN OF BARNSTABLE (pplication-*rVell Con0ruttionperntit Application is hereby made f r a permit to Construct ( ), Alter ( ), or Repair (�n individual Well at: on — Address Assessors Map and Parcel -----�1�LW� Owner Address l -` __ �n c-cal ------- - y � _e& i3® Installer — Driller Address Type of Building Dwelling ----------------------------- �------------ Other - Type of Building----------- --- No. of Persons-- . l� Type of Well --Poe— Purpose of Well---- Agreement: The undersigned agrees to install the aforedescribed individual well in accordance with the provisions of The Town of Barnstable Board of Health Private Well Protection Regulation — The undersigned further agrees not to place the well in operation until a rtificate .of Compl' ce has been issued by the Board of Health. ell S --- date Application Approved B — —— --——— ----- date Application Disapproved for the following reasons:-------— - - — ----- ---—_—____—_ date Permit No. - '-J ^ 02 S -- Issued----- L-—h�-� - date BOARD OF HEALTH TOWN OF BARNSTABLE C ertif irate Of ComOance THIS IS TO CERTIFY,. That the Individual Well Constructed ( ), Altered ( ), or Repaired ( ) by------------------— - —-------- ---- - --- -- - ----- —-------- Installer at- ---- -- ---------- - -- — - -------------- has been installed in accordance with the provisions of the Town of Barnstable Board of Health Private Well Protection Regulation as described in the application for Well Construction Permit No. -_----------Dated---- ------- THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE WELL SYSTEM WILL FUNCTION SATISFACTORY. DATE---------- ----- — Inspector------ - - --- ------------ 0 5�Q s Fee------------------- No.------------------ BOARD OF HEALTH TOWN OF BARNSTABLE 2pp[uat ion_*rVeil Cootruct ion Permit Application is hereby made f r a permit to Construct ( ), Alter ( ), or Repair (V)an individual Well at: .; Address Toc n �`Assessors Map and/Parcel --fir"—t'A -- �%� — Owner w — Address Installer — Driller— Address Type of Building Dwelling --- --- —----- Other - Type of Building--------- --- No. of Persons----jal------------------- . t• Type of Well f 1 L --- Purpose of Well--J��— — Agreement: The undersigned agrees to install the aforedescribed individual well in accordance with the provisions of The Town of Barnstable Board of Health Private Well Protection Regulation - The undersigned further agrees not to place the well in operation until a ertificate of Compl' ce has been issued by the Board of�Heealt�h.' Sign ---/---- -— --L -=-©S— date Application Approved B, date Application Disapproved for the following reasons: - —------ ----- - --- -- s date Permit No. 9-00 5 0G S -- Issued - date BOARD OF HEALTH -; TOWN OF BARNSTABLE f Certificate Of Compfiance THIS IS TO CERTIFY, That the Individual Well Constructed ( ), Altered ( ), or Repaired ( ) by Installer s at- ---- ----___— -- — - ----- --- --- -- has been installed in accordance with the provisions of the Town of Barnstable Board of Health Private Well Protection Regulation as described in the application for Well Construction Permit No. --------------Dated----- ----- THE ISSUANCE OF THIS CERTIFICATE SHALL'NOT BE.CONSTRUED:AS A GUARANTEE THAT THE WELL SYSTEM WILL FUNCTION SATISFACTORY. DATE--------------- —--- -- Inspector------ - -- - ----- ---- BOARD OF HEALTH `TOWN OF BARNSTABLE Yell con5truct ion Permit No. co eD—cc 5 Fee Permission is hereby granted — — —----- to Construct ( ), Alter ( ), or Repair (�an Individual Well-at: Street as shown on the application for a Well Construction Permit No.- X) 5 — ------- Dated--- L`I �? —_- --------------------- Board of Health DATE -- aa '' TOWN OF BARNSTABLE �'�LOCATION F I t4 Ol W,41 OR SEWAGE # 200 S-/9 y -IVILLAGE W 8 S + .499 S;AC ASSESSOR'S MAP & LOT 13 b - 34 INSTALLER'S NAME&PHONE NO. S06- $1?6 360I SEPTIC TANK CAPACITY ) 6,00 to LEACHING FACILITY: (type) c IAA g-► S (size) S X ' NO.OF BEDROOMS 3 BUILDER OR OWNER AI OY S'f LTr�y PERMITDATE: S ' `�° O COMPLIANCE DATE: �' 0b 06 Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility � 1A Feet Private Water Supply Well and Leaching Facility (If any wells exist on site or within 200 feet of leaching facility) I6 0 "f`n Feet Edge of Wetland and Leaching Facility (If any wetlands exist wid"300 feet of leaching facility) Feet Furnished by �;,e of S ro 3 TOWN OF BA.RNSTABLE 'LOCATION 1 k61DJA4 SEWAGE # OM:!r q VLLAGE G�¢sl� ►J�RdS�3>� ASSESSOR'S MAP & LOT/®� INSTALLER'S NAME&PHONE NO. �®'t 4 T O("Q Y �8 D)?? 3861 SEPTIC TANK CAPACITY / sdo w-160.3 LEACHING FACILITY: (type) 6'1/ "1 (size) X�2 NO.OF BEDROOMS 3 BUILDER OR OWNER AN-6`( PERMITDATE: S° COMPLIANCE DATE: Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility A Feet Private Water Supply Well and Leaching Facility (If any wells exist /f 1 on site or within 200 feet of leaching facility) u� Feet Edge of Wetland and Leaching Facility (If any wetlands exist ,+ .j within 300 feet of leaching facility) Feet Furnished by 5:e /9' T"o t.-C �f _ I sib 3 t r 4 5: —11 Fee No. ;. --� THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE, MASSACHUSETTS 01pplicatiou for Migonl 6p.5tem con5truction permit Application for a Permit to Construct( )Repair( )Upgrade( )Abandon( ) Complete System O Individual Components Location Address or Lot No. Fr Ills (�/l�Sf Owner's Name,Address and Tel.No. IQ� -b. 4Mj4Zj 5. TfL>rtr Assessor's Map/Parcet J / 's'u t,T t S'f I b ; Installer's Name,Address,and Tel.No. �8. ���-3�� Designer's Name,Address and Tel.No. Type of Building: Dwelling No.of Bedrooms Lot Size 3573S sq.ft. Garbage Grinder(0) Other 'Type of Building No.of Persons Showers Cafeteria( ) Other Fixtures Design Flow `3 3 gallons per day. Calculated daily flow gallons. Plan Date Number of sheets Revision Date Title Size of Septic Tank Type of S.A.S. Description of Soil Nature of Repairs or Alterations(Answer when applicable) AAA.)" CCV1 S i J 7 Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with.the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certifi- cate of Compliance has been iss y th s Board of Health. Siened Date l 9r Application Approved KX Date Application Disapproved for the following reasons Permit No. �r-1 L Date Issued A d No: `_. Fee Entered in computer: y5 sF THE COMMONWEALTH OF MASSACHUSETTS Ys { PUBLIC HEALTH DIVISION-'TOWN OF BARNSTABLE, MASSACHUSETTS 01pprication for Mioppoal *pgtem C-ottetruction Permit Application for a Permit to Construct( . )' �Re air( )UPgrade Abandon Complete System ❑Individual Components Location Address or Lot No. fir` / n �j Owner's Name,Address and Tel.No. G -1 3.2 o G r Assessor's Map/Parcel C'/! / t s ��L K�• �b �b SS�vrL Sr Installer's Name,Address,and Tel.No. S'Q 86W 3< Designer's Name,Address and Tel.No. /4 'To,eee�t 52V- 3 6y- 6 92 -7-h-A�i H h,�`S o K P- ? W( R,6 w C - X ice'` OY Y C L 'Type of Building: s Dwelling No.of Bedrooms 3 Lot Size SSZ..S sq.ft. Garbage Grinder(0) Other Type of Building No.of Persons 4` Showers�Z) Cafeteria( ) Other Fixtures Design Flow '� 3 gallons per day. Calculated daily flow gallons. Plan Date Number of sheets Revision Date Title Size of Septic Tank Type of S.A.S. Description of Soil 'X a' Nitture of Repairs or Alterations(Answer when applicable) /VIP,u,) CC"W 1 5irVe.Y'1 O't-\ Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with.the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certifi- cate of Compliance has been issued"by this Board of Health. t Signed !- Date Application Approved y Date 5} _,,,)ApplicationNDisapproved for the following reasons x e Permit No. a5L�n 5 �q Date Issued _ b THE COMMONWEALTH OF MASSACHUSETTS j-BARNSTABLE, MASSACHUSETTS (Certificate of (Compliance THIS IS TO CERTIFY that the On-site Sewage Disposal System Constructed( )Repaired ( )Upgraded( ) Abandoned( )by at has been constructed in a cordance with the provisions of Title 5 and the for Disposal System Construction Permit No, G 5 ) y dated S Installer Designer The issuance of this P e t jot be construed as a guarantee that the s ern wil'I f. nct nNadesigned. Date tP Inspector \ g No. C0 / /`i Fee �50 THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION - BARNSTABLE, MASSACHUSETTS ;Dtgpogaf *pgtem Con!5tructiou Permit Permission is hereby granted to Construct Repair( )Upgrade( )Abandon( ) System located at and as described in the above Application for Disposal System Construction Permit. The applicant recognizes his/her duty to comply with Title 5 and the following local provisions or special conditions. Provided:Construction in st be completed within three years of the date of this ,ertrri. Date: ' C� Approve by x Town of Barnstable • aim" r '* Board of Health " 200 Main Street,Hyannis MA 02601 Office: 508-862-4644 Susan G.Rask,R.S. FAX 508-790-6304 Sumner Kaufman,MSPH Wayne Miller,M-D. September 14, 2004 Mr. Stephen Wilson, P.E. Baxter, Nye, and Holmgren, Inc. 812 Main Street Osterville, MA 02655 RE: 81 Holway Drive,West Barnstable A= 136-036 Dear Mr. Wilson, You are granted conditional variances on behalf of your clients, .Andris and Dyane Silins, to construct an onsite sewage disposal system at 81 Holway Drive, West Barnstable. The variances granted are as follows: PART Xlll, SECTION 2.00: To construct an onsite soil absorption system and a private water supply well on the same lot consisting of only 35,732 square feet, in lieu of the 40,000 square feet minimum lot size required. 310 CMR 15.224..(7).- To allow more than three feet of soil cover over the septic tank and distribution box. These variances are granted with the following conditions: (1) No more than three (3) bedrooms maximum 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 applicant shall record a properly worded .deed. restriction, signed by the owner of the property, at the Barnstable County.. Registry.'of Deeds restricting the property to three (3) bedrooms maximum. A copy of the Q:WP/WilsonSilins I recorded deed restriction shall be submitted to the Health Agent prior to obtaining a disposal works construction permit. (3) The septic system shall be installed in strict accordance with the engineered plans dated August 25,2004. (4) The designing- engineer shall supervise the construction of the onsite sewage disposal system and shall certify in writing to the Board of Health that the system was installed in substantial compliance with the plans dated August 25, 2004. Sincerely yours, AY& � Way a Miller, M.D. Chairman Q 0 0 Q:WP/Wilsonsilins BAXTER, NYE & HOLMGREN, INC. Registered Professional Engineers and Land Surveyors Stephen A.Wilson,P.E. Project Engineer r 812 Main Street Osterville,MA 02655 Phone(508)428-9131 ext. 13 Fax:(508),428-3750 e-mail:swilsongkholmgren.com 1 )vice- 40I� C '�Irt -6'tw� II BAXTER NYE & H LM E O GR N, INC. Registered Professional Engineers and Land Surveyors •p � 812 Main Street,Osterville,MA 02655 (508)428-9131 FAX:(5404 8--33750 rd November 23 ,2004 Mr. Thomas McKean Board of Health Town Offices 200 Main Street Hyannis, Massachusetts 02601 Re: A. Silins 81 Holway Drive, West Barnstable Assessors Map 136;Parcel 36 Dear Mr. McKean, Attached please find a draft of the deed restriction the Board required in granting variances for the above referenced lot for your review and approval. If you have any comments please call me and we will incorporate them into the deed restriction prior to recording it. I thank you for your attention to this matter. Sincerely, O O Op Stephen A. Wilson,P.E. cc: A. Silins #2003-094 SilinsDeedRestrictionLettendoc Land Surveys Subdivisions Septic Design Wetland Filings Site Design I DEED RESTRICTION WHEREAS,An&.s J. Silins and Diane Silins of Barnstable,MA are owners of 136-03 Holway Drive located at Barnstable,MA(hereinafter referred to as Lot 211 and being shown on a plan entitled"Point Hill,designed for Point Hill Realty Trust by Crowell&Taylor,Yamouthport, Engineers and Surveyors,Scale 1 inch= 100 feet,dated July 1971,"duly recorded.in Barnstable County Registry of Deeds in Plan Book 249,Page 107. WHEREAS,Andris J. and Diane Silins as the owner of said lot have agreed with the Town of Barnstable Board of Health to a restriction as to the number of bedrooms which can be included in any home built on said lots 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; 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 Subsurfaccc Disposal of Sanitary Sewage, and autborizing the issuance of a building permit for the construction of a single family home on this property,is requiring that the agreement for the restriction on the number of bedrooms in any house constructed on the lot be put on record with the Barnstable County Registry of Deeds b recording this document, v t try y O NOW,THEREFORE,Andris J. and Diane Silins do hereby place the following restriction on their above-referenced land in accordance with their agreement with the Town of Barnstable Board of Health,which restriction shall ruD the land and be binding upon all successors in title: 1. I m-03 Holway Drive,Barnstable,MA may have constructed upon the lot a house containing no more than three( 3 )bedrooms.Andris J. and Diane Silins agree that this shall be permanent deed restriction affecting Lot 21 located plan entitled"Point Hill.designed for Point Hill Realty Trust by Crowell&Taylor,Yamaouthport,Engineers and Surveyors,Scale I inch= 100 feet,dated July 1971"and being shown on the plan recorded in Plan Book:249,Page 107. For title of Andris I and Diane Silins see the following deed:Book , Page Executed as a sealed instrument day of November,2004. Andris 1.Silins Diane Silins COMMONWEALTH OF MASSACHUSETTS SS. November ,2004 On ibis day of November, 2004, before me, the undersigned notary public, personally appeared - Andris and Diane Silins,provided to me through satisfactory evidence of identification, which was a driver's licenses, to be the persons whose names are signed on the preceding document,and aclm.owledged to the that they signed it voluntarily for its stated purpose. Notary Public, My Commission Expires: O l,J Town of Barnstable Board of Health 200 Main Street,Hyannis MA 02601 Office: 508-862-4644 Susan G.Rask,R.S. FAX: 508-790-6304 Sumner Kaufman,MSPH Wayne Miller,M.D. September 14, 2004 Mr. Stephen Wilson, P.E. Baxter, Nye, and Holmgren, Inc. 812 Main Street Osterville, MA 02655 RE: 81 Holway Drive, West Barnstable A= 136-036 Dear Mr. Wilson, You are granted conditional variances on behalf of your clients, .Andris and Dyane Silins, to construct an onsite sewage disposal system at 81 Holway Drive, West Barnstable. The variances granted are as follows: PART XIII,. SECTION.2.00: To construct an onsite soil absorption system and a private water supply well on the same lot consisting of only 35,732 square feet, in lieu of the 40,000 square feet minimum lot size required. 310 CMR 15.221(7): To allow more than three feet of soil cover over the septic tank and distribution box. These variances are granted with the following conditions: (1) No more than three (3) bedrooms maximum 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 applicant shall record a properly worded deed restriction, signed by the owner of the property, at the Barnstable County Registry of Deeds restricting the property to three (3) bedrooms maximum. A copy of the Q:WP/WilsonSilins recorded deed restriction shall be submitted to the Health Agent prior to obtaining a disposal works construction permit. (3) The septic system shall be installed in strict accordance with the engineered plans dated August 25, 2004. (4) The designing engineer stall su-pervise the construction of the on-site sewage disposal system and shall certify in writing to the Board of Health that the system was installed in substantial compliance with the plans dated August 25, 2004. Sincerely yours, nqL Way e Miller, M.D. Chairman Q:WP/WilsonSilins Fim THE COMMONWEALTH O SSAC BOARD OF EAUT2F+ 1995 TOWN OF BAR TA16= cc Appliratiutt for Eliipuu�tl Wur Chu itriiart- amit. Application is hereby made for a Permit to Construct ora Individual Sewage Disposal System at ..... .... Location-Address or Lot No. -•--•---------------------- Owner Address W _ Installer Address d Type of Building Size Lot_35JM....Sq. feet U Dwelling— No. of Bedrooms............5-------_-------------------Expansion Attic (qo) Garbage Grinder 04 Other—Type of Building ............................ No. of persons............................ Showers ( ) — Cafeteria ( ) al Other fixtures ----------------------------------- Design Flow........ _ gallons per person er d Total dail flow............ .�...... .._.._gallons. � Septic Tank—Liquid capacity, allons Lengt6''�-_ Width.57 --- Diameter-_.� ..... De th_S- W x Disposal Trench— No. -----,.............. Width_._�2-......__.. Total Length----S.77...... Total leaching area..S._. ----sq. ft. Seepage Pit No.................. .. Diameter-__-.-_----...---.-. De t i below inlet.................... Total leaching area..................sq. ft. z Other Distribution box (� Dosing, nk ( ,i 11V~' Percolation Test Results Performed by.----- ... ..........:...... ..l l : ........ Date--.,- ......_... a Test Pit No. 1---4.-?--:-----minutes per inch Depth of Test Pit-----]Z......... Depth to ground water-M.Crr— t fX, Test Pit No. 2..4.Z.....minutes per inch Depth of Test Pit------H........... Depth to ground water........................ ................- --- --------------------••-••••-.......---••-....... O f �-t_ f.� Descripti�f _ •1...- ......... �---- �... -`���--�------!�------�...��,..�....... x Soil /iz w UNature of Repairs or Alterations—Answer when applicable------------------------------------------------------------------------------------------------ ........................................................................................................................................................................................................ Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of TITLE 5 of the State Environmental Code—The undersigned further agrees not to place the system in operation until a Certificate of Compliance has been issued by the board of health. Signed ...... ... .............................................. ........................................ Dare Application Approved By ............ ---- ----------------------------------------------------------------- ------ ------ .-c�..L..�..��5 Dace Application Disapproved for the following reasons: ........................... . ............................................ . ................ . . -------------------------------------------------------------------------------------------------- ------------------------ ----------------------- ---------------------------------------------- ........................................ ��,�, r7/ / Date Permit No. ...... L /.......... ........ Issued ..........C%=`oaf` / ' �1 ------------------------------- ---------------------------------------- THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH TOWN OF BARNSTABLE ILPrtifirate of Contlatinurr THIS IS TO.CERTIFY, That the Individual Sewage Disposal System constructed ( K ) or Repaired ( ) by - .. ---------------- ...---------------------- --------------...........---------------------------- ---------------------------------------------- In CQ 2L� Zat .--------.. .... L-----------.� ----------- A (la T ----- has been installed in accordance with the provisions of TITLE 5 of_The State Environmental Code as described in the application for Disposal Works Construction Permit No. ....C�,S ."...1 _7�....... dated -----------------------------------------_---- THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE SYSTEM WILL FUNCTION SATISFACTORY. DATE-------------------------------------------------._------------.....------------ --------- Inspector -------------------------------------------------------------------------------- ------- ------------------------------------------ ----------------------------- THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH c j TOWN OF BARNSTABLE No...... 2.._.1.�. FEE. �iu�ruuttl ur�u �uttutr�ts�tiun �rrntit Permissionis hereby granted---------------------------------------------------------------------_.----------------------------------------------------------------.-•--- to Construct (K,) or Rp$a_ir ( ) an Ind�i •dual Sewa e Dispps�ll _ at No... T al ll1. ............./++--((�� Street as shown on the application for Disposal Works Construction Permit No..��_��Dated.._._�. -------•----•--••--••---•--••••••-•--•••.....•--.....•----------------------••-----•--•--•---------•----- Board of Health DATE-------------------------------------------------------------------------------- FORM 36508 HOBBS 6 WARREN.INC..PUBLISHERS No.. �".- Il4...7� Fics:.... ......... THE COMMONWEALTH OF MASSACHUSETTS— BOARD OF HEALTH TOWN OF BARNSTABLE Apphration for Di-ripw3al Workg Towitriirtinni,remit Application is hereby made for a Permit to Construct or Repair ( ) an Individual Sewage Disposal System at: Location Address or Lot No. ......t✓l TI... � t L,(_t Pr ..... -•--------•............... --.......-- Owner Address W Installer Address Type of Building Size Lot��7.'S.0....Sq. feet U Dwelling—No. of Bedrooms._._._...___��__________________________Expansion Attic (��� Garbage Grinder (K�'j aOther—Type of Building ____________________________ No. of persons---------------------------- Showers ( ) — Cafeteria ( ) 04 Other fixtures ------------------------------------------------------------------- W Design Flow........5-C::; __________________________gallons per person-per day. Total daily flow........ ,. .................gallons. WSeptic Tank—I_iquld capacitv`_�Wgallons Length_����"G_. Width__.'51____-)... Diameter________________ Dpth_.'.��- x Disposal Trench—No.�__ �`._.... _._f. Width_._.......: ....... Total Length..._--.��__7._._._ Total leaching area _sq,ft.�,'•;� 3 Seepage Pit No---------------------- Diameter-___:-___--- -.-_ De tli below inlet.................... Total leaching area__-..... sq. ft. Z Other Distribution box (YE)5 Dosing tank ( `�� � Percolation Test Results Performed by-----�&1�- <<'-_.r._.�q C-__�KI Date_ >.- _---------------- Test ,.a . Pit No. I`_ �.....mmutes per inch Depth of Test Pit.....1Z........ Depth to ground water..}}_.L ___:__.— r 1�0I _COUIU� Test Pit No%/2%G '--_minutes per lnchl�Depth-�b'.Testepit._---�_I:_________ Depth to ground water........................ O Description of Soil......C --(.... _COX` i --•-L.C�,�kn:l.•-•-�•'"'-:Q..._ 1_t_ ....... .... U ............11..,i?_i7 +�d-_(?=`�?f�.--• --'---•1.1 � -•--.V I--ate-----•-'��A 1�-4�••-----....•---•--•---•------•------•--------------•--------..._.. W UNature of Repairs or Alterations—Answer when applicable................................................................................................ 1 -•-----•---•••--------•-------•••--••-----••---•••--•-•----•------•••--••---•--•-----•---------••----•••••-•--•••-••...--•---•-•----------------•••--•-•-•••...•...••-•-•-------------..._..------•----- Agreement- / The undersigned agrees to install th a eforedescribed Individual Sewage Disposal System in accordance with the provisions of TITLE 5 of the State Environmental Code—The undersigned further agrees not to place the system in operation until a Certificate of Compliance has been issued by the board of•health. ..- Signed - =............................ ....--.... �':....................................` ------------- ------------ t. � r y1 t"�� ` � /), /`, i y / Dare Application,Approved By .-.:... .. • r'C7 Y' 4+" •+...f— r. .. r ....,`T Dare Application Disapproved for the,followmg,reasons:, . ..... .f..... Pam'" + .......'-.�.-,�.....� ,�"'."" N"?, ......._-------.............--------------------------------........... .------- ........... ... / •� ��� / Dare R t` Permit No. Issued ...........f ��4 Dare ___ _«____ _________ r THE COMMONWEALTH OF MASSACHUSETTS r BOARD OF HEALTH+, TOWN OF BARNSTABLE Tertifirate of CIImplianre THIS IS TO CERTIFY, That the Individual Sewage Disposal System constructed ( �(` ) or Repaired ( ) `- Installer at ................................ W.(- - .f?.1. ---------......LoT 2--------------------- has been installed in accordance with the provisions of TITLE 5 of_The State Environmental Code as described in the application for Disposal Works Construction Permit No. _.-,� .�.._����.... /------- dated ----_----.------------_---------------------- THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE SYSTEM WILL FUNCTION SATISFACTORY. DATE----------------------------------------------------- --------------------------------------- Inspector .----------------------------------.....---...--------------------------------------.....------------------------------------------- ------------------------------- THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH . _ /�--_---....5 ? TOWN OF BARNSTABLE No....J.... / FEE = .?....... Ripmal Workii Tomitrudion rrutit Permissionis hereby granted---------------------------------------------------------•-----------------------------------------------------------------------------•----- to Construct (;K,) or Re;air ( ) an Individual Sewaa ge Disposal System Street 0 as shown on the application for Disposal Works Construction Permit No._ ?-"_ �Dated_...._1,...:��.—� �' � {-I f r -----------------••------•--•---•--•-------• --•-•-••---------------------- Board of Health DATE............................ _-____,•..........:....•--••----•--------•---- FORM 36508 HOBBS a!WARREN-INC..PUBLISHERS ,! � y � 1ME DATE: 0 FEE: - • it►RTiS1'ABtiEc Dfi►8S. REC. BY Oki Town of BarnstablgCHED. DATE: Board of Health 200 Main Street,Hyannis MA 02601 Office: 508-862-4644 Susan G.Rask,R.S. FAX: 508-790-6304 Sumner Kaufman,M.S.P.H. Wayne A.Miller,M.D. VARIANCE REQUEST FORM LOCATION Property Address: QI No t c-!4 Drtuc Ue-n+ L�. or-nst4btc Assessor's Map and Parcel Number: 0/36 . P/ 36 Size of Lot: 35.7 3 Z s Wetlands Within 300 Ft. Yes ✓ Business Name: No Subdivision Name: APPLICANT'S NAME: AnCQrt s S;I i ns Phone Did the owner of the property authorize you to represent him or her? Yes Y, No PROPERTY OWNER'S NAME CONTACT PERSON Name: /6Aris j Qala n. $i l j A s Name: A. W:lsft � P.6 _ 'B�,c(s r� N s FI o�,veq.•�� Address: 5 Sow 5t_ Grcarl try Wi A 021A. Address: 6 I Z W10 .�,e St 0 g Irr tu! A o2vSS Phone: Phone: (Sot) y28'�Si�3/• cx>< /3 VARIANCE FROM REGULATION(List Reg.) REASON FOR VARIANCE(May attach if more space needed) NATURE OF WORK: House Addition ❑ House Renovation ❑ Repair of Failed Septic System ❑ Checklist(to be completed by office staff-person receiving variance request application) _ Four(4)copies of the completed variance request form _ Four(4)copies of engineered plan submitted(e.g.septic system plans) _ Four(4)copies of labeled dimensional floor plans submitted(e.g.house plans or restaurant kitchen plans) _ Signed letter stating that the property owner authorized you to represent him/her for this request _ Applicant understands that the abutters must be notified by certified mail at least ten days prior to meeting date at applicant's expense (for Title V and/or local sewage regulation variances only) _ 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/leasee only],outside dining variance renewals[same owner/leasee only],and variances to repair failed sewage disposal systems [only if no expansion to the building proposed]) Variance request submitted at least 15 days prior to meeting date VARIANCE APPROVED Susan G.Rask,R.S.,Chairman NOT APPROVED Sumner Kaufman,M.S.P.H. REASON FOR DISAPPROVAL Wayne A.Miller,M.D. C:\Documents and Settings\decollik\Local Settings\Temporary Internet Files\OLKFB\VARIREQ.DOC Variances Requested Andris Silins 81 Holway Drive,West Barnstable Barnstable Board of Health Regulations; Part XIII, Section 2.00 To allow the installation of a private water supply and septic system on a lot lass than 40,000 square feet. Title V; 15.221(n To allow more than three feet of cover over the septic tank and distribution box. #2003-094 SilinsVarience.doe BAXTER, NYE & HOLMGREN, INC. Registered Professional Engineers and Land Surveyors 812 Main Street,Osterville,MA 02655 (508)428-9131 FAX:(508)428-3750 July 14'', 2004 Board of Health Town Offices 200 Main Street Hyannis,Massachusetts 02601 Re: 81 Holway Drive, West Barnstable Members of the Board, This letter is to inform you that I have authorized Stephen A. Wilson, P.E. to represent me for the variances being requested at the above noted location. Sincerely, Andris Silins #2003-094 SitinsBOHLetter.doc Land Surveys Subdivisions Septic Design Wetland Filings Site Design $ 2i PG / O -0 / 32 � - 9 bC- I.00AG �3 I.o2AC 34 .. i• ® - ' 39 3a •. , .8ZAC 35 .82Ac / ® 3'1 45 44 82AL' 47 AC --------------- � \l J 7 j Abutters Map , Scale '1" . 200' BAXTER, NYE & HOLMGREN, INC. Registered Professional Engineers and Land Surveyors Za Pc' ?\bpG . 3 32 . 1.02 AG pNv % 34 / ►wwv owwt 88A� +� 39 .8ZAG 35 45 44 8►a - 5.3. '$2AG L.zy) �,AbJp�laa0 .. 3L� \ 47 \ 1LK / i Abutters Map:.:.. Scale 1" 200' BAXTER, NYE & HOLMGREN, INC. Registered Professional Engineers and Land Surveyors i Abutter List Map 136 Parcel 53 Martha Clark 105 Hillards Hayway W. Barnstable, MA 02668 Map 136 Parcel 37 Thomas Gere 3 Dassance Drive Foxboro,MA 02035-3001 Map 136 Parcel 35 Mary G. Jacobanis, Trs. 80 Holway Drive W. Barnstable, MA 02668 2003-094/SilinsBOH �PyoFTHE To�o TOWN OF BARNSTABLE OFFICE OF Bss M"& i BOARD OF HEALTH .� A6d � i639' 367 MAIN STREET MPY k' HYANNIS, MASS.02601 May 28, 1998 Ruth A. Williams 113 Mashnee Road Bourne, MA 02532 RE: Lot 21 Holway Drive, West Barnstable Dear Ms. Williams: You are granted a one year extension, until June 21, 1999, to install the proposed septic system at Lot 21 Holway Drive, West Barnstable, Massachusetts. The extension is granted with the following conditions; (1) No more than four(4) bedrooms are allowed in the proposed dwelling. Dens, study rooms, finished attics, sleeping lofts and similar type rooms are considered bedrooms according to DER (2) The engineered septic system plans and house plans shall be revised to show a total of four(4)bedrooms. This extension is granted because you stated you had difficulty getting the house plans approved, causing significant time delays getting the project started. The existing disposal works construction permit will expire on June 21, 1998, approximately three weeks from now. This one year extension should provide you with ample time to revise the house plans and septic system plans. Sincerely yours, Susan G. Ras , R.S. Chairperson Board of Health Town of Barnstable SGR/bcs williams I 1 s . y V / 1 �• 1 f tW_N.ST!}Y�-Lam_.-.._K-✓0 A-( a ��' ' "A-L'`�"1'! p 6_ - AAA - k IV _.. ' .. .,.,...� _ ,� � I ,, r ��� { , i , �` - .. � _ .. .. , � � _ _ Y. i = � t . � � " _ � � , e . i a� .. �. .. � ��. � � � s L } .. � ,. i � � � t - , - .. _ . ' F t.. f � Y I Cb THE COMMONWEALTH O SSACJj f BOARD OF "EAUTH 1995 N TOWN OF BAR STAi6& E cc Appliratiott for Bititlooul Mir ott trur#' Prutit V Application is hereby made for a Permit to Construct or' Individual Sewage Disposal System at: ................. Z' 2. ............................_.......... ''Lorition• \ddn'ss or Lot No. ......... ......�M I.IC.I.EMI. ........................... ............................................. ............................. w owner f naaress ........ a .............................................installer.........•--•--.......................... ......................---............... 'Addrest•-••---.............! ............. Type of Building Size Lot35,730....Sq. f4et IJ .. Dwelling—No. of Bedrooms............5........................_Expansion Attic gO Garbage Grinder ( b aOther—Type of Building ............................ No. of persons............................ Showers ( ) — Cafeteria ( ) dOther fixtures .........................................................•--................-•••............. ....... .............................. w Design Flow........5.1!�.........................gallons per person er dfy. Total dail flow...........�5.•.4t�................. ions. WSeptic Tank—1_iyuid capacitvA alIons Length. .. Widtll.5..lb... Diameter...'-"'..... De d . L� Disposal Trench—No......,.............. Width...17ir.......... Total Length....S.7...... Total leaching area..6Zz:....sq. ft. 3 Seepage Pit No.................. .. Diameter.................... De t I below inlet.................... Total leaching area..................sq. ft. z Other Distribution box (� � Dosing, nk (� , Percolation Test Results Performed by....... J. .q.e.Ati c-........ Date. 5.I9..5.......... M, Test Pit No. I...4?7.....minutes per inch Depth of Test Pit.....1Z........ Depth to ground water. . �T .COv t-. � t(J� Test Pit No. 2..�-.z-.....tttintttes per inch Depth of Test Pit......�.�....._..... Depth to ground water........................ 9 ---- .. ..... O 44 Description of Soil `..._ _ ?7...j.. �°<<- .- .. ....... ` Fa uviz. ......................................................... w ..................................................................................................................................................................................................... SAS U Nature of Repairs or Alterations—Answer when applicable.................................................:............................................. ¢ t Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the rovisions of TITLE 5 of the State Environmental Code—The undersigned further agrees not to place the m in operation until a Certificate of Compliance has been issued by the board of health. Signed ..................................................................................I........................ ........................................ I Application ' Approved By ........................................................................................................................... te ........................ ................a .................. tbrc Application Disapproved for the following reasons: ........................................................................................................................................ ' ............................................................................................:....................................................................................... ........ 1 S Permit No. a...S � ( G 2 arc ✓ Issued ............ .......... ....gs......................... THE COMMONWEALTH OF MASSACHUSETTS i BOARD OF HEALTH .00 TOWN OF BARNSTABLE ;I Cner#ifirate of (tlompliance It THIS IS TO CERTIFY, That the Individual Sewage Disposal System constructed ( K ) or Repaired ( ) by...................................................................................................................................................................................................................................................... In taller I( at ...............................' // ... 2.1.V..C............. ...0"C'..21................... . has been installed in accordance with the provisions of TITLE 5 of The State Environmental Code as described in the application for Disposal Works Construction Permit No. ................................................ dated .............................................. d THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE SYSTEM WILL FUNCTION SATISFACTORY. ... . . . . . . . . . . . . . . . . . . .. .. . ..... . . .. .... .. .. .. ... THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH TOWN OF BARNSTABLE riNo......................... Fez........................ Permissionis hereby granted........................................................................................................................................ to Construct (K) or RFRair an Indig.U( pal Sew e Dis M &' - e- ;ff.......... .......................... at No................................ . .L. . ..... .Y..A.2 L.U. ............Street as shown on the application for Disposal Works Construction Permit No..................... Dated.......................................... ..................................................................................................... Board of Healtb DATE................................................................................. FORM 36908 HOBBS 6 WARREN.INC..PUBLISHERS f Itp p. it j ig 3 ENVIROTECH LABORATORIES, INC. MA Cert. No.: M-MA 063 449 Rte. 130 • Sandwich, MA 02563 (508)888-6460 . 1-800-339-6460 FAX(508) 888-6446 CLIENT: Aqua-Jet LOCATION: Hilliard's Hayway ADDRESS: 135 Rte 130 Barnstable, MA Mashpee, MA 02649 SAMPLE DATE: 6-13-95 COLLECTED BY: Ken/Aqua-Jet DATE RECEIVED: 6-13-95 TIME: 12:OOPM LAB I.D. #: E5386/E6216 JOB TYPE: New Well SAMPLE I.D. #: E5386/E6216 WELL SPECS.: 19'/9' static RESULTS OF ANALYSIS: Parameters Units Recommended Limit Result Coliform bacteria/100ml (MF Method) 0 0 pH pH units 6.0-8.5 6.72 Conductance umhos/cm 500 188 Sodium mg/L 28.0 19.0 Nitrate-N mg/L 10.0 2.55 Iron mg/L 0.3 0.11 Manganese mg/L 0.05 0.031 Volatile Organics ug/L See attached report. EPA Method 601/602 2.0 Chloroform r Y• COMMENTS: Yes No WATER IS SUITABLE FOR DRINKING RPOSES F PARAMETERS TESTED. XXX Date Ro ald J. S ri Laboratory irector IT Less Than GROUNDWATER ANALYTICAL EPA METHODS 601 and 602 Volatile Organics (GC/PID/ELCD) Field ID: E6-216 Lab ID: 10972-01 Project: Hilliards Hayway/E6-216 Batch ID: VG2-0634-W Client: Envirotech Sampled: 06-13-95 Cont/Prsv: 40mL VOA Vial/HCl Cool Received: 06-13-95 Matrix: Aqueous Analyzed: 06-15-95 PARAMETER CONCENTRATION REPORTING LIMIT (ug/L) (ug/L) Dichlorodifluoromethane BRL 5 Chloromethane BRL 5 Vinyl Chloride BRL 5 Bromomethane BRL 5 Chloroethane BRL 5 Trichlorofluoromethane BRL 1 1,1-Dichloroethene BRL 1 Methylene Chloride BRL 1 trans-1,2-Dichloroethene BRL 1 1,1-Dichloroethane BRL 1 cis-1,2-Dichloroethene * BRL 1 Chloroform 2 1 BRL 1 1,1,1-Trichloroethane BRL 1 Carbon Tetrachloride BRL 1 Benzene BRL I 1,2-Dichloroethane BRL 1 Trichloroethene BRL 1 1,2-Dichloropropane BRL 1 Bromodichloromethane BRL 5 2-Chloroet% BRL 1 yl Vinyl Ether cis-1,3-Dichloropropene Toluene BRL 1 BRL 1 trans-1,3-Dichloropropene 1,1,2-Trichloroethane BRL 1 Tetrachloroethene BRL 1 Dibroibochloromethane BRL I Chlorobenzene BRL I Ethylbenzene BRL I meta-and para-Xylene * BRL 1 ortho-Xylene * BRL I Bromoform BRL 1 1,1,2,2-Tetrachloroethane BRL I 1,3-Dichlorobenzene BRL 1 1,4-Dichlorobenzene BRL 1 1,2-Dichlorobenzene BRL 1 QC SURROGATE COMPOUND SPIKED MEASURED RECOVERY QC LIMITS a,a,a-Trifluorotoluene 30 30 101 % 87 - 113 1,2-Dichloroethane-d4 30 36 120 % q 83 - 117 q = Surrogate recovery outside recommended limits. BRL = Below Reporting Limit. * Non-target compound. Method References: Method 601 - Purgeable Halocarbons and Method 602 - Purgeable Aromatics, 40 C.F.R. 136, Appendix A (1986). i L ENVIROTECH LABORATORIES, INC. INVOICE No 1298 MA Cert. No.: M-MA 063 DATE 449 Rte. 130 - Sandwich, MA 02563 6-19-94 (508) 888.6460 ACCOUNT NO. FAX (508) 888.6446 YOUR P.O.NUMBER INVOICE fe427t �i' , fti4 JOB NUMBER FOR: Hilliard's Hayway Barnstable, MA DATE QTY. DESCRIPTION UNIT PRICE AMOUNT 6-13-95 1 Well Volatile Organic Compounds/72 hr. turn-around 23 00 Y. PLEASE PAY FROM THIS INVOICE SUB TOTAL TOTAL 235 0 No.--w--- -- BOARD OF HEALTH TOWN OF BARNSTABLE Zipp[icat ion-*r Vell Congtruct ion Permit Application is hereby made or a permit to Construct ( ) Alter ( ), or Repair ( )an individual Well at: f/ Location Address Assessors Map and Parcel - - -wner Address Address // t-- _ ,l��Qr, ,�° --------------—-------------------------------------------------------------------- Installer — Driller Address Type of Building Dwelling------—-------------------------------------------------------- Other - Type of Building ---------------- No. of Persons---- - "—`''1—_____ Type of Well — Purpose of Well- ---is _--__-- Agreement: The undersigned agrees to install the aforedescribed individual well in accordance with the provisions of The: Town of Barnstable Board of Health Private Well Protection Regulation - The undersigned further agrees not to place the well in operation until ertificate .of Compliance has been issued by the Board of Health. Signe -- - —- - -—---------- • Application Approved By - ----- —�-�=- -�-- .1 date Application Disapproved for the following reasons:-------------------------------------------------_—___—_________ ------------------------------ --- date Permit No. Issued---f— date BOARD OF HEALTH TOWN OF BARNSTABLE Certificate Of Comphante THIS IS TO CERTIFY, That the Individual Well Constructed), Altered ( ), or Repaired ( ) by- -- - - — "� -------------------------------------------------------- -- ------------------------ Installer at--------- —--—- —— - �. l4_ - ----- --— ---has been installed in accordance with the pro ' ions of the Town of Barnstable Board ofHealth Private Well Protection g PP q3 - Dated�4q Regulation as described in the application for Well Construction Permit No. a- ,5 THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE.CONSTRUED AS A GUARANTEE THAT THE WELL SYSTEM WILL FUNCTION SATISFACTORY. DATE- --- ------ -- -- --- Inspector--- - ----------------------- ----- • �..,.. . •�. y,,..�.v:.:w.•-tr..,t y�,l;R.�'�.�w^'*�'l.kl'�w„�+[ti.y„1,,..r-a•�p..•��•y,��..ti°"a.r�"',-�.,.'rVv��t"K�°i`���}""".'?nY-ya.,-'Y:"''""3c r,��s.-.-t�.Sh--ti.�H�r4�+`•4--� �t+,t , n " No.-- -!= ---- � - Fee---- ,-C�a-��---- BOARD OF HEALTH TOWN -- OF BARNSTABLE Applicat ion for Vell Congtruction Permit Application is hereby made or permit to Construct ( ) Alter ( ), or Repair ( )an individual Well at: Location — Address Assessors Map and Parcel -6� ------------------- ------------------------------------------------------------------------- Owner / 4 r�e2�c�— --------------------------------------------Address ---------------------------------------- Installer Driller Address Type of Building Dwelling ------- Other - Type of Building----------------------------------- No. of Persons------`- -- �`--'-'�1_------ Typeof Well- - � --------------- Capacity---------------------- - ---------------- -- - ------------------- Purpose of Well-l `���- 1� ! - ------- Agreement: The undersigned agrees to install the aforedescribed individual well in accordance with the provisions of The Town of Barnstable Board of Health Private Well Protection Regulation - The undersigned further agrees not to place the well in operation until ertificate .of Compliannc'ee has been issued by the Board of Health. Signe - - -- --- - date Application Approved By- t -t - ;-- f I? date Application Disapproved for the following reasons:----------------------------------------------------------- ----,------ y - - —---- - -- — ------ - ------ - = - - —----------------— ---- date Permit No. - -- �-- ----- Issued-- 1 =9 - x-`�'-- --- — ----_------- date .�...d..a.�.r�...rr,®vs��e....v�s..®..awnmi.e.®.,,.,s.�r•...e��..�.e....awt+mew.�..e.�...:..�...�.v.-ec7e r.r.�..ss.r..w s�e•a..c,...m..e.�...� BOARD OF HEALTH TOWN OF BARNSTABLE Certifirate d'Df Compliance THIS IS TO CERTIFY, That the Individual Well Constructed, Altered ( ), or Repaired ( ) V by - Installer at- = - i ----- '�=--- �:-- -••,�, 4 sP------------------------------------=`- has been installed in accordance with the pro ' ions'of the Town of Barnstable Board of Health Private Well Protection Regulation as described in the application for Well Construction Permit No. 9 =-- _____Dated THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE WELL SYSTEM WILL FUNCTION SATISFACTORY. DATE-------------------------— ----- - ---— Inspector-----------------------------------------—- --- BOARD OF HEALTH .TOWN OF BARNSTABLE Veil Con5truct ion Permit P40 ---- Fee-----•- --------- Permission is hereby granted-- -----------_____________—_-------------------------- to Construct ( , Alter ( ), or Rep a' ( ) an Individual Well at: No. L -- 1 -- - -s Wk--------------------------------------- Street as shown on the application for a Well Construction Permit No. ----- r- ` - _------ --- - - Dated---- '- -�-�r�-`, --------------------------------- ^+ ------------------------------------ - .. 0 Board of Health DATE----�� C ---- _— J( - TOWN OF BARNSTABLE VAIvc IfA� . ` UNDERGROUND FUEL AND CHEMICAL STORAGE SYSTEMS ASSESSORS MAP NO. j PARCEL NO. ADDRESS: S8 /�o�tuf]� L VILLAGE Wes ZY"w.51mile CONTACT PERSON PHONE NUMBER 3 L a - `fq 77 LOCATION OF TANKS: CAPACITY: TYPE OF FUEL AGE: TYPE: ' LEAK .OR CHEMICALS _ �sf,elr DETECTION U.ude.e o0A,'d/ SOD ue� bt >l �� R /yJru�y! SYSTEii`: - t V A v6pj DATE OF PURCHASE OF EACH: 1. 3 z7v 2. 3. 4. 5. DATE OF FIRE DEPARTMENT PERMIT: TESTING CERTIFICATION SUBMITTED: PASSED DID NOT PASS PLEASE PROVIDE A SKETCH SHOWING THE LOCATION OF TANKS ON THE BACK OF THIS CARD. -� `�--r..... _ ��`!` -` la � �� � . � a � � 1 -.._. __.._._._,� x�41 I �r1-�� } fig ��� � ---_--�--�-----�t us �� � f' x I ~� � a: _ - 4 i _ TYPICAL SYSTEM PROFILE DESIGN SCHEDULE ELEVATION ,� + v _. �� ,. .. ... .r rM�• IK- of NOT TO SCALE TOP OF FOUNDATION 45.1 EXISTING LEGEND PROPOSED .• • i - FD�TION - ` ` 45.1 -- FINISHED BASEMENT FLOOR 33.4 NOTE: THIS SYSTEM IS NOT DESIGNED FOR VEHICULAR LOADING • , -•- Fug GRADE 44At MANFIOIE FRAME SEWER INVERT AT FOUNDATION 28.8 p Stake & Tac Set/Found & cm WRHN 6' OF GRADE SEWER INVERT INTO SEPTIC TANK 28.5 o PK Nail Set/Found RISERS & COVERS SHALL BE wATERIx;IR SEWER INVERT OUT OF SEPTIC TANK 28.2 o FTNISyED ptADE Concrete Bound FIN M F GRADE OVER YANK ' 38.Ot GRADE OVER , .D. BOX - 0.j SEWER INVERT INTO DISTRIBUTION BOX 28. Gas Gate OVER 1 O �M T�'N ! 3t•0* SEWER INVERT OUT OF DISTRIBUTION BOX 27.9 ® Electric Meter r MN, COMPAM FILL SEWER INVERT INTO LEACHING SYSTEM 27.5 Catch Basin BASEMEN •. 4' SCH 40 PVC y- • Water Gate • ,• -.• - FLOOR L-tt IF S-a02o FIRST 2 (TO BE LEVEL) 9" (`in) Cover ® N/Coble _ ;a. MIN. L - 11 LF- SCH 40 PVC OS-MO20 36" max Cover BOTTOM OF LEACHING TRENCH 25.5 then O 2.OX Box m Ed WATTER TABLE: NONE OBSERVED AT ELEV. 5.8 ® Telephone Riser 10 MN.' OUis 28.2 NV N 28.1 0 L - 12 LF 4 SCH. 40 PVC '_ _.. �' •• +. .. z �+ 6 SUMP out - 27.9 'o- Utility Pole - R rL�er ,is to,i2 Leaching Area Requirements �° contours :. - - +;� _ -• .. 'E* P5 GAS BI1FFtE .;: ._ _.: geastone IFJICFANG �" Spot Grade 4 scH 40 pyc 3; BEDROOMS AT 110 GPD/BEDROOM = 330 GPO � Test Pit • : --_ _ -.- - ",. _ ; - '� _ ; RE]NFORCED CONCRETE 6" CRUSHED EOP Edge Of Pavement 5i0NE _ ,..,� c�wlleER Nv N = 27s ADDITIONAL 50X FOR GARBAGE DISPOSAL _NA�GPD :.. -.....-•• -.+ _,- •--� _ T.W. Top Of Wall •"=\:r= PERC RATE - MIN. / INCH (CLASS 1 ) '. ' B.W. Bottom Of Wall -''4h, OwwieER EIOiIOM LTAR = 0.74 GPD/S•F - +� 1500 OALLQN.QW-COWARIMM SEPTIC T =TR BU110N BOX EI. 2ss �ONSTRIlCT10N NOTES, 5 IMIN MIN. LEACHING AREA OF SAS. . 1. ALL SYSTEM COMPONENTS SHALL BE INSTALLED IN ACCORDANCE ■ 70 BE ro� ON A V SrABLE SLY To BE FW� ON A �' STABLE � r No Groundwater Observed O Elev. 5.8 330 GPD/ 0.74 GPD/S.F.= 446 S.F. MIN. WITH TITLE V OF THE STATE SANITARY CODE DATED MARCH 31, LOCUS MAP Scale: 1 - 20W 1995, AS AMENDED THROUGH THE DATE OF THIS PLAN, & ANY SE 3.4330 PROPOSED SYSTEM: ID OM (25'+12') x 2xx12' - 30o S.F. LOCAL RULES & REGULATIONS APPLICABLE. 448 S.F. 2• ANY CHANGE TO THIS PLAN MUST BE APPROVED IN WRITING BY GENERAL NOTES : s ` CONSERVATION NOTES : THE ENGINEER. ELEVATION INFORMATION MUST NOT BE CHANGED c SOIL LOGS DATE: JANUARY28$ 1995 WITHOUT WRITTEN PRIOR APPROVAL BY THE ENGINEER. L�Q 14' .ALL ROOF RUNOFF TO DISCHARGE TO DRYWELLS OR DRIP TRENCHES. �=951571 1.) THE INTENT OF THIS PLAN IS TO DETAIL EXISTING CONDITIONS AND �b• F SOIL EVALUATOR: BOARD OF HEALTH AGENT: 3. WHEN CONSTRUCTION IS COMPLETED, PRIOR TO BACKFILLING, PROPOSED NEW CONSTRUCTION AT LOCUS a O R•2& 00 , LIMIT OF WORK SHALL CONSIST OF STAKED HAY BALES AND SILT FENCE NOTIFY THE BOARD OF HEALTH AGENT AND DESIGNING ENGINEER 2. LOCUS AREA IS COMPRISED OF : TO BE MAINTAINED FOR THE DURATION OF THE PROJECT. Peter Stilhvan,P.E. Barr► FOR INSPECTION. ' � �!� - TEST PIT 1 TEST PIT 2 _ � o . PRIOR TO STARTING ANY WORK PROOF OF RECORDING OF ORDER OF CONDITIONS 4. ALL SANITARY DISPOSAL SYSTEM PIPING TO BE 4" SCHED 40 ASSESSORS MAP 136 PARCEL 36 AND FORMS A & B SWILL BE SUBMITTED TO THE CONSERVATION COMMISSION G.S.E. = 21.2 f G.S.E. = 17.8t PVC. UNLESS OTHERWISE NOTED HEREIN. LOT 21 O PLAN BOOK 249 PAGE 107 a, / °� ALONG WITH THE REQUIRED PHOTOGRAPHS. DEED REFERENCE: DEED BOOK 17,836 PAGES 97-98 x F� " " 5. EXCAVATE UNSUITABLE MATERIALS, IF ENCOUNTERED, TO THE C W000 LOAM WOOD LOAM s 12 12 HORIZON , FOR A HORIZONTAL DISTANCE OF 5 SURROUNDING THE OWNERS: ANDRIS J. SILINS & DIANE A. SILINS - '�b• '�` `g LEACHING FIELD, AND REPLACE WITH CLEAN SAND PER 310 CMR 324 POND STREET BOSTON, MA 02130 - ��' " SILTY SAND " SILTY SA, D 15.255. • - �� �� _ 48 48 6. INSULATE ALL PIPES AGAINST FREEZING AS REQUIRED WHEN 3.) PROJECT BENCHMARK : DATUM NGVD - �� �� s N LESS THAN 3' OF COVER. PK NAIL SET IN PAVEMENT ON HILLARD'S HAYWAY / ' �� �� $' -h MEDIUM SAND MEDIUM D EL = 12.58 �T�k SE 9r NO WATER NO WA 7. THE SEPTIC SYSTEM DESIGN DOES NOT INCLUDE GARBAGE • \ \ ,� 144" 144" GRINDER DISPOSALS. 4•) ZONING INFORMATION -� \\\ �6 LOT 20VARN 8. CAUTION: THE CONTRACTOR SHALL CONTACT DIG SAFE (AT ZONING DISTRICTS. RF / �, _ �� PLAN BOOK 249 PAGE 107 1-888-DIG-SAFE) AND UTILITY COMPANIES TO LOCATE ALL OVERLAY DISTRICT: AP AQUIFER PROTECTION / ' �A �• - N/F JACOBANIS ALLOWABLE FLOW: (TITLE V. SECTION 15.21' (4) EXISTING UTILITIES, AT LEAST 72 HOURS BEFORE THE START OF RPOD RESOURCE PROTECTION OVERLAY DISTRICT 440 GPD/40,000 S.F X 35.732 = 393 GPD CONSTRUCTION. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION, BOTH HORIZONTALLY AND VERTICALLY, OF ALL EXISTING MINIMUM CURRENT ZONING REQUIREMENTS \ ``�,�°���\\�� - i A THREE BEDROOM HOUSE MAY BE CONSTRUCTED. UTILITIES BEFORE THE START OF ANY WORK. THE LOCATION OF MINIMUM AREA: 2 ACRES (RPOD) �^ EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE MINIMUM FRONTAGE: 150' \��� \, / - aZ j VARIANCE REQUESTED: BARNSTABLE BOARD OF HEALTH WAY ONLY, MAY NOT BE LIMITED TO THOSE SHOWN HEREON AND REGULATION PART XIII SECTION 2.00. HAVE NOT BEEN INDEPENDENTLY VERIFIED BY THE OWNER OR ITS FRONT YARD = 30' SIDE & REAR YARD = 15' �� �, / - , , ry TO ALLOW THE 'INSTALLATION OF PRIVATE WATER SUPPLY & REPRESENTATIVE. THE CONTRACTOR AGREES TO BE FULLY AK SEE �,, �$ 6 SEPTIC SYSTEM ON A LOT LESS THAN ,000 SQUARE FEET RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE - - _ __ - - ��� � t OCCASIONED BY THE CONTRACTOR'S FAILURE TO LOCATE THE AREA _ `'- -- r \ �' VARIANCE REQUESTED: TITLE V 15.221 (7) UTILITIES EXACTLY. IF ELEVATION INFORMATION DIFFERS FROM PLAN 5.) A 71U SEARCH WAS NOT DONE FOR THIS SITE; SHOULD ONE As _ - _ __- I , r --� 3 �'+�O;�o- TO mow MORE Tr tl�fv TiRCL � or �vER OVER E iNFORM.AMON, THE CONTRACTOR SHALL NOTIFY THE ENGINEER 6E REQUIRED IT sr�Al� 8E PERFoaI1lED BY OnNElts �� 3 ~ - - \ E 31s , ,-' DISTRIBUTION BOX. S &y� c^;, .r SEPTIC TANK AND D X IMMEDIATELY FOR POSSIBLE REDESIGN Al U I iUTY CRO 6 THE PROPERTY LINE INFORMATION SHOWN IS BASED - SnNc ` __-:-- �-- ,- i VERIFY IN FIELD THE LOCATION / INVERTS OF ELECTRIC, GAS, �) ON CURRENT AVAILABLE RECORD INFORMATION ,� ••;•,• -;_ •• _ _ p VNE '�° y'I � ; .J tom'�H Fypr TELEPHONE & DATA/COMM AND RELOCATE IF CONFLICTING WITH CONSISTING OF PLANS AND DEEDS. '� ? --1.�t11MN_AREA _ ' ! __ - PROPOSED INVERTS PER THE ENGINEERS DIRECTION. THE THE EXISTING FEATURES SHOWN HEREON WERE o _: '•' C� _ � ' �/ ry�� do , Lar 2t ,''^ 12s't--- _ CONTRACTOR SHALL PRESERVE ALL UNDERGROUND UTILITIES AS OBTAINED FROM AN ON THE GROUND FIELD SURVEY LOT 22 ` 3 _ - `I , . - - REQUIRED. PIANO BOOK AGE ' PERFORMED BY BAXTER, NYE & HOLMGREN, INC., � '•'• - BOX ? t 2#9 P 10Z PLAN BOOK 249 PAGE 107 '� •. -d `O BETWEEN 12/04/03 & 3/23/04. • - � N/F GERE 2 •• - 35 732t SQ. FJ 2 '• •• ''. -:'� AREA TO BE RESTORED r l.. • PLAN REFERENCES: •. 5 , � ,�•, �;. - , .-_ " .•.•, :• - _-AS-MEADOW- .-' Tso• PLAN BOOK 249 PAGE 107 2 -__ a �' '' �"'` .'. •i. . .„`-. - ___ SR INTERNATIONAL _ = ,,,'�•` . ., � ,�. � ,; �.,� _ - -. '• .'.'.. . 7.) WETLAND DELINEATION CONDUCTED BY EN MARCH 9, 2004. ,. HEN 94 0•iRIPLE•6AIC '•' �. ��� �. .� tiN . . ZO _ NG DIMELLIiWG c1a' g m 8.) COMMUNITY PANEL NUMBER: 250001 0011 D RESTORE AREA AROUND 22 s�A ' - C us74 H No21e EXISTING WELL ••' -•j c o�. G/ShPc� THE FLOOD INSURANCE RATE MAP DEFINES THIS AREA AS ZONES - _ .'.'.'.' ' ' ' A3 EL= 11.0' & C. BASE FLOOD ELEVATION 11.0' � r __ - -r • Pit./.t. I rS1Ea�• FS _ DECK •} • :,�,Y..,_.. --; s'n,�,�t S�ONAL E�tG '�- ! 9.) SEE: DA-95022 (WILLIAMS) - 04/18/1995 r r . • .s... 18 -ca -o 100' OFFSET FROM DE '�'• •r ..- �F•• .. • /� ••• •• . ':': :':' '.' • _ice•- - ' •� • 111 '•1_�'.'�' WETLAND FLAGLINE.(BVMV) - - R ,.,,..:�_:'�•;• - Qa STAKE'SET - g ------ - of '• d.. ..0 I � EXISTING WELL FY THAT TO THE BEST OF MY KNOWLEDGE THE PROPOSED STRUCTURE 1 �6 p " y !` • I CERTIFY R SHOWN HEREON IS N COMPLIANCE WITH THE APPLICABLE BARNSTABLE ® 1 O Way DI'IYe ZONING DISTRICT SIDELINE AND SETBACK REQUIREMENTS. IS 1 L=TED IN RELATION TO THE MONUMENTS SHOWN, AND IS NOT __- -------- ----------------- 16 --- - West Barnstable, Massachusetts LOCATED WITHIN A SPECIAL FLOOD HAZARD AREA. \\ .-, ••-.• •••. - - PROPER PROPERTY LINES. •'+ ._t.. . -.-� PREPARED FOR NOR IS IT TO BE USED TO ESTABLISH _ _`- '`w ' RECORDED '��-: •' � I E THIS PLAN IS NOT TO BE � - ...•. - 12 Andris J. Silins, Et Ux. �. -06- V• •'•. �• ENE t 4.o FINISHED GRADE G RE LAND SURVEYOR pA� ( / EyoS�N _____ ___ ---- 14---- _ 36"MAX.-!9"MIN. COMPACTED FILL TITLE 50' OFFSET FIIOM ' ' \'�� �=---� 3 - 2" OF PEA STONE 4" PERF. Pvr= Wetlands Permit Plan a 3•�• WETLAND FU►GUNE (BVW) _ 9 old- W �cR "" �� - - _ - - 3/4" TO 1 1/2 " �* g STYE 51 PLAN BOOK LOT 9ZPAGE 107 DOUBLE BAXTER NYE & HOLMGREN INC. _ _ 7 12 -"--^ N/F CIARK WASHED STONE A- TBM: _ _�, _-:7-- --------- Registered Professional I SET ._..__ � t PK NAIL c ....-� Engineers and Land Surveyors 00 EL - t 2.58' /-- ZONE =11 _ foP g z �a»,o'1 No SCALE 812 Main Street, Osterville,Massachusetts 02655 OULODD �✓ UPLAND TEST PLOT Phone - (508)428-9131 Fax - (508)428-3750 _____________ - _ - PLASTIC LEACHING CHAMBER DETAIL m R•2.S ONE C _ cS° a �� ` •Op. fir- - �_ 10 - i1 o�� /' 1 DH FIND 20 0 20 40 9 O1 Ft Opp ZONE A3� / a.__ - - !� 3�•�0• E 4 '-�w/F /F - A- - ._.�/ 3/4" " SCALE IN FEET 1 VW-1 W BVW-4 N - 10 > WETLAND TEST PLOT ��oo' W/F eVW_6 _ w�evw 7-i W/F BVW-s DOUBLE WASHED STnN SCALE.1' 20' DATE: 11/09/04 N + W WETLAND TEST PLOT 5 1l'39 (WET SOIL TRANS.) - / k DIST. LINE IN i ___ N TION CONDIk 3 �► CULTE RECHARGER 330HD " 4--- 8 --- - DH FND -- - _ /___WETLAND INTERNATIONAL 1. SAW 11 9 04 RESTORATION AREAS ADDED col \ 83 W/F SM_3A BOARDING VEGET11T2<D_YIEILANB1c MARCH 9. 2004. 1. SAW 9/23/04 ADD RETAINING WALLS \ - w SM-4A ,� - - / 20' N0. BY DATE REMARKS DRAWING NUMBER W/F SM-5A &W/F SM-2A 25' N - j _ _r • PL,Art vtEw 0: 2003 03-094 SU wrksht 03-094-PB-4.dw W/F SM-6AL� SALT MARSH _ ��w/F sM-1A f NOT TO SCALE N 2003-094 o i DESIGN SCHEDULE TOP OF TYPICAL SYSTEM PROFILE ELEVATION LEGEND FOUNDATION NOT TO SCALE TOP OF FODUNDATION •1 EXISTING PROPOSED • � � � .. � ��� = 45.1 - FINISHED BASEMENT FLOOR 33.4 y . NOTE: THIS SYSTEM IS NOT DESIGNED FOR VEHICULAR LOADING • 4s , FINISHED GRADE = 44.0t SET MANHOLE FRAME SEWER INVERT AT FOUNDATION 28.8 A Stake & Tac Set/Found COVER wnm 6'COVEM � WATERTIGHT SEWER INVERT INTO SEPTIC TANK 28.5 o PK Nail Set/Found SEWER INVERT OUT OF SEPTIC TANK 28.2 o Concrete Bound FINISHED GRADE OVER TANK : J•O.* GRADE OVER D. BOX _33.Ot SEWER INVERT INTO DISTRIBUTION BOX 28.1 ® Gas Gate . - ® Electric Meter _ nhim GRADE OVER LE40MNG TRENCH ' 31.0* SEWER INVERT OUT OF DISTRIBUTION BOX 27.9 o .�� -" •. � Q _ FINISHED ❑ Catch Basin •� 3 MIN. COWACTED FILL SEWER INVERT INTO LEACHING SYSTEM 27.5 BASEMENT 4' SCH 40 PVC ,�. _ :- , 04 •�. _ FLOOR - L=11 LF s=o.o20 _ L = 11 LF»4" scH 4o w�c os=o o2o FIRST 2 (T0 BE LEVEL) 9" (min) Cover BOTTOM OF LEACHING TRENCH 25.5 Water Gate 6" MM. then O 2.DX " s - • " " 36 (max) Cover WATER TABLE: NONE OBSERVED AT ELEV. 5.8 ® Telephone Riser � 10 MIN. -- Box L - 12 LF 4 SCH. 40 PVC "' - ;+� ♦- - +- INV IN = 28 pyC -OUT, 28.2 W IN = 28.1 v 6" ' 01'T = 27•9 2*UWar 1/8"tot/2" Leaching Area Requirements �° -O- ContUtiliours BAFF,.E _ .- _- "`.. 'C '�} .-' ♦ %• .._. _ ;: '•: --rr :.• Peastone LE M? - 200x00 Spot Grade I l ttONFORcm s" 4" � 40 PVC 3 BEDROOMS AT 110 GPD/BEDROOM - 330 GPD - Test Pit CRUSHED STONE &Abl EOP Edge Of Pavement -. a ': : - : � "_ ,. • CHAMBER W IN = 27.5 ADDITIONAL 50% FOR GARBAGE DISPOSAL wNA�GPD • Top Of Wall B.W.�,. _ -• - . _ .;,�' t�.�ss• •: :�ti._ - -� .•.. _t..-r�;-;+ a - T.W. Bottom Of W011 PERC RATE - �- MIN. / INCH (CLASS 1 ) ct EOM LIAR = 0.74 GPD/S.F *. - -~ -,, 1500 GALLON OI�E'CiOAIPARTMENT ASYM TAN( DISTRBUTION BOX EL. = 25s CONSTRUCTION NOTES, " - 5' MIN MIN. LEACHING AREA OF SAS. 1. ALL SYSTEM COMPONENTS SHALL BE INSTALLED IN ACCORDANCE LOCUS MAP Scale; In = 2000' � ON A LEVEL eASE TO BE � ON A Lava eASE 330 GPD/ 0.74 GPD/S.F.= 446 S.F. MIN. SEPTIC TANK TO BE INSPECTED & CLEANED ANNUALLY No Groundwater Observed O Elev. 5.8 WITH TITLE V OF THE STATE SANITARY CODE DATED MARCH 31, 1995, AS AMENDED THROUGH THE DATE OF THIS PLAN, & ANY SE 3=4330 PROPOSED SYSTEM: SIDEWALL (25'+12') x 2 x 2' = 148 S.F. LOCAL RULES & REGULATIONS APPLICABLE. BOTTOM 25 x 12 = 300 S.F. GENERAL NOTES : ,448 S.F. 2. ANY CHANGE TO THIS PLAN MUST BE APPROVED IN WRITING BY c s� CONSERVATION NOTES : THE ENGINEER. ELEVATION INFORMATION MUST NOT BE CHANGED SOB, LOGS DATE: JANUARY 28, 1995 WITHOUT WRITTEN PRIOR APPROVAL BY THE ENGINEER. W I P#=95-1571 1.) THE INTENT OF THIS PLAN IS TO DETAIL EXISTING CONDITIONS AND a L-OB 14' 1.ALL ROOF RUNOFF TO DISCHARGE TO DRYWELLS OR DRIP TRENCHES. PROPOSED NEW CONSTRUCTION AT LOCUS SOIL EVALUATOR: BOARD OFHEALTHAGENT: 3. WHEN CONSTRUCTION IS COMPLETED, PRIOR TO BACKFILLING, a O R�2S 00' 2. LIMIT OF WORK SHALL CONSIST OF STAKED HAY BALES AND SILT FENCE Pew Swan,P.E. Ed Barry NOTIFY THE BOARD OF HEALTH AGENT AND DESIGNING ENGINEER Z) LOCUS AREA IS COMPRISED OF : TO BE MAINTAINED FOR THE DURATION OF THE PROJECT. FOR INSPECTION. � ASSESSORS MAP 136 PARCEL 36 3. PRIOR TO STARTING ANY WORK PROOF OF RECORDING OF ORDER OF CONDITIONS TEST PIT 1 TEST PIT 2 4. ALL SANITARY DISPOSAL SYSTEM PIPING TO BE 4„ SCHED 40 LOT 21 O PLAN BOOK 249 PAGE 107 / AND FORMS A & B SHALL BE SUBMITTED TO THE CONSERVATION COMMISSION G.S.E. = 21.2't G.S.E. = 17.8f PVC. UNLESS OTHERWISE NOTED HEREIN. N ALONG WITH THE REQUIRED PHOTOGRAPHS. oft0 DEED REFERENCE: DEED BOOK 17,836 PAGES 97-98 ,c �qo WOOD LOAM WOOD LOAM 5. EXCAVATE UNSUITABLE MATERIALS, IF ENCOUNTERED, TO THE "C o es `r 12" 12" HORIZON", FOR A HORIZONTAL DISTANCE OF 5' SURROUNDING THE OWNERS: ANDRIS J. SIUNS & DIANE A. STUNS '00, '� �• 324 POND STREET LEACHING FIELD, AND REPLACE WITH CLEAN SAND PER 310 CMR BOSTON, MA 02130 a 15.255. SILTY SAND SILTY SAND 48" 6. INSULATE ALL PIPES AGAINST FREEZING AS REQUIRED WHEN 3.) PROJECT BENCHMARK : DATUM NGVD `�\� s - m LESS THAN 3' OF COVER. PK NAIL SET IN PAVEMENT ON HILLARD'S HAYWAY / ' �� �� `� �' - a MEDIUM SAND MEDIUM SAND EL = 12.58' / - �T�k SE 7. THE SEPTIC SYSTEM DESIGN DOES NOT INCLUDE GARBAGE _ 9' 144" 144" NO WATER NO WATER GRINDER DISPOSALS. 4•) ZONING INFORMATION ZONING DISTRICTS: RF �\ \ - ' LOT 20 V BY BOARD TH 7 8. CAUTION: THE CONTRACTOR SHALL CONTACT DIG SAFE (AT PLAN BOOK 249 PAGE 107 UTILITY �` _ (` JACOBANIS ALLOWABLE FLOW: (TITLE V, SECTION 15.214 (2)) EXISTING (UTILITIES) ATDLEAST 72CHOURS BEFORE OTHE ESTART OF ALL OVERLAY DISTRICT: AP AQUIFER PROTECTION N/ ' A� , b. /F RPOD RESOURCE PROTECTION OVERLAY DISTRICT \A2 440 GPD/40,000 S.F X 35,732 = 393 GPD CONSTRUCTION. THE CONTRACTOR SHALL DETERMINE THE EXACT MINIMUM CURRENT ZONING REQUIREMENTS �� --� LOCATION, BOTH HORIZONTALLY AND VERTICALLY, OF ALL EXISTING R \ `� \ A THREE BEDROOM HOUSE MAY BE CONSTRUCTED. UTILITIES BEFORE THE START OF ANY WORK. THE LOCATION OF MINIMUM AREA: 2 ACRES (RPOD) , ° EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE MINIMUM FRONTAGE: 150' \\ \ /-'- �Z -' VARIANCE REQUESTED: BARNSTABLE BOARD OF HEALTH WAY ONLY, MAY NOT BE LIMITED TO THOSE SHOWN HEREON AND FRONT YARD = 30' SIDE & REAR YARD = 15' REGULATION PART XIII SECTION 2.00. HAVE NOT BEEN INDEPENDENTLY VERIFIED BY THE OWNER OR ITS /' TO ALLOW THE INSTALLATION OF PRIVATE WATER SUPPLY & REPRESENTATIVE. THE CONTRACTOR AGREES TO BE FULLY 4 �° �8 SEPTIC SYSTEM ON A LOT LESS THAN 40,000 SQUARE FEET RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE =WSIOREI-'_� - - - � OCCASIONED BY THE CONTRACTOR'S FAILURE TO LOCATE THE 5.) A T1TLE SEARCH WAS NOT DONE FOR THIS SITE, SHOULD ONE A\RE�► AS `-' _ - _ VARIANCE REQUESTED: TITLE V 15.221 (7) UTILITIES EXACTLY. IF ELEVATION INFORMATION DIFFERS FROM PLAN BE REQUIRED IT SHALL 3E 'PERFORMED BY OTHERS_ �R _ - _�__----` o. S S'4O,-�" E ifs � ;� TO ALL.OW MORE THAN THREE FEET OF ;'OVER OVER THE INFORMATION, THE CONTRACTOR SHALL NOTIFY THE ENGINEER c= 190.00. / SEPTIC TANK AND DISTRIBUTION BOX. IMMEDIATELY FOR POSSIBLE REDESIGN. AT UTILITY CROSSINGS, 6•) THE PROPERTY LINE INFORMATION SHOWN IS BASED .•. nNc -- - , VERIFY IN FIELD THE LOCATION / INVERTS OF ELECTRIC, GAS, ON CURRENT AVAILABLE RECORD INFORMATION ..• .=♦•' - 1j, l - yo �r 7 CBrpH FN� TELEPHONE & DATA/COMM AND RELOCATE IF CONFLICTING WITH CONSISTING OF PLANS AND DEEDS. '� t_AREA __ r' 1 _ PROPOSED INVERTS PER THE ENGINEERS DIRECTION. THE THE EXISTING FEATURES SHOWN HEREON WERE o =_'_ •' p�• Imo. -••. ♦� LDT 212t - CONTRACTOR SHALL PRESERVE ALL UNDERGROUND UTILITIES AS OBTAINED FROM AN ON THE GROUND FIELD SURVEY LOT 22 Nj , �� �� - i 125t PLAN BOOK 249 PAGE 10Z REQUIRED. PERFORMED BY BAXTER, NYE & HOLMGREN, INC., 'v, �' -••;_�• o _ _ - N� - •_ BETWEEN 12/04/03 & 3/23/04. PLAN BOOK 249 SAGE 107 2 Z _ _ 35,732t SQ. FJ,' \28 = •` .• •_ AREA TO BE RESTORED_ 0.82t /�CRE`S PLAN REFERENCES: as - i `" •'''•;,�. .•. . --AS- MEADOW- ISO. PLAN BOOK 249 PAGE 107 .'_` ' 26 z .r' _ �paM/ 7.) WETLAND DELINEATION CONDUCTED BY ENSR INTERNATIONAL .': - •.'.•_••';:• - --- G �� CIS MARCH 9, 2004. 24 t �� - - :'•'.'. - _ _ o` �'a sic' � . ti x ' � r< �' _ •` 44". 1RIPLE•O. n HEN m s Y� - ZO _ NG Dy�ELLIN - , G y�� ' A '•y_ R *G.jy w�w` 33 q. '•' • ` �, .'--i'-• � J ' U y. N� W2�e 8.) COMMUNITY PANEL NUMBER: 250001 0011 D RESTORE AREA AROUND 22 `�,� z►s� W - :, � - o. us �° No 30 1gyp THE FLOOD INSURANCE RATE MAP DEFINES THIS AREA AS ZONES EXISTING WELL _ - _` +' '`'• �o �' �STfQ` `/ A3 EL= 11.0' & C. BASE FLOOD ELEVATION 11.0' - � _ '.' a �sTEF•y'!r FS01ONAL E�'\ _ DECK : �� r -�l 'ai 9.) SEE: DA-95022 (WIWAMS) - 04/18/1995 _ - •- •:•: 100' OFFSET FROM �\ DE '''• •a+ -- WETLAND FLAGLINE (BVW) FtOp ,�Tr.-., .TES m7#-w�,' - ►�� `. .,� - gnNC STAKE-SET ----- - _ .. -.+. EXISTING WELL oloilI1 g - . . . ------- •� ' ��'�. I �6 I CERTIFY THAT TO THE BEST OF MY KNOWLEDGE THE PROPOSED STRUCTURE 1. - ____ - SHowN HEREON Is IN COMPLIANCE WITH THE APPLICABLE BARNsrABLE ® �00�, 161A `'� �`` , PR Pp •� 81 Holway Drive ZONING DISTRICT SIDELINE AND SETBACK REQUIREMENTS, IS LOCATED IN RELATION TO THE MONUMENTS SHOWN, AND IS NOT -'` 16 - LOCATED WITHIN A SPECIAL FLOOD HAZARD AREA . + + • • • • • _ - -----------.--------------- -- '� West Barnstable, Massachusetts THIS PLAN IS NOT TO BE RECORDED NOR IS If TO BE USED TO ESTABLISH PROPERTY LINES. • ' '•' _+ ' M l p���p�� [/►p •,• • _:�.. _r�" PREPARED F �.� �•�� . .'� `. uNE . FINISH® GRADE AndrlS J. SiIinS, Et UX■ l 06- �cx�q- • .'. > RE P LAND SURVEYOR •• �� S,�pG z 14.0 --____- ___-- 14=-- - - » \ \ COMPACTED FILL TITLE 50' OFFSET FROM / _____- ,• _ _ - - -- -- 36 MAX.-9 MIN. • - r �\ �' \ » Wetlands Permit Plan \_-------- _..... 13.0 2 OF PEA STONE ::::::•::::::::•: ......:•:::•.................::::.:...............:::: :...... ::::•:.......:: 4 PERF. PVC ems' WETLAND FLAGUNE (BVW) ° 3/4" TO 1 1/2 " 5 13 - EXISVNG STYE - LOT 37 DOUBLE -� - PLAN BOOK 249 PAGE 107 BAXTER NYE & HOLMGREN INC. o 12 N/F CLARK WASHED STONE TBM: _ __----- Registered Professional \ E PK NAIL- 12.58 �_ g _�c_- Engineers and Land Surveyors oP Za,IE A3(Et NO SCALE 812 Main Sireet, Osterville, Massachusetts 02655 - - - L I UPLAND TEST PLOT Phone (508)428-9131 Fax (508)428 3750 g •.�,�. -------w BVW-3 - m PLASTIC LEACHING CHAMBER DETAIL ZONE 20 0 20 40 9 p1' 00. ...••�11 Zp E A3ja--11.0 �_ \ \ - - - 10 DH FND FLOOD S- _... /F-�1AA�• 10wN►-t -- -Aw� v w�evw 4 -'�- - 8- ___�/_ - . �3/4"-1-1/2» SCALE IN FEET • w/F Bww-s -�--- W/F BVw-s SCALE:1 = 20 DATE: 11 09 04 \ WETLAND TEST PLOT 12p ao - DOUBLE WASHED STON Y 39. + W WETLAND TEST PLOT W/F BVW-7 0 _ S 'TT (WET SOIL TRANS.) IN N CULTS RECHARGER 33OHD DIST. LINE IN > \ _- 8 ------------------ -�� WETLAND DELI ED DELINEATION CONDUCT CB DH FND -� - g 4rtENSR INTERNATIONAL 1. SAW 11 9 04 RESTORATION AREAS ADDED • 3 W/I� SM-3A BOARDING VEGMTEQ E��WJLAN - --- MARCH 9. 2004. 1. SAW 9/23/04 ADD RETAINING WALLS o W,�'F SM- 20' o 4A N0. BY DATE REMARKS DRAWING NUMBER \ � - - - A 25' VIEW 0: 2003 03-094 SU wrksht 03-094-PB-4.dw PLA\ - l- •--,.�W/F SM-IA p SCALE 2003-094 o W/F SM-6A&-/ SALT MARSH NOT- 0 TYPICAL SYSTEM PROFILE DESIGN SCHEDULE ELEVATION LEGEND TOP OF TOP OF FOUNDATION 45.1 EXISTING PROPOSED . FOUNDATION NOT TO SCALE FINISHED BASEMENT FLOOR 33.4 • ° ` ' + _ 45.1 NOTE: THIS SYSTEM IS NOT DESIGNED FOR VEHICULAR LOADING SEWER INVERT AT FOUNDATION 28.8 • " FINISHED GRADE = 44.0t MANHOLE FRAME • ,� 1'•'` WITHIN s" GRADE SEWER INVERT INTO SEPTIC TANK 28.5 Stake & Tac Set/Found PK Nail Set/Found RISERS & COVERS SHALL BE WATERnGHT SEWER INVERT OUT OF SEPTIC TANK 28.2 EI Concrete Bound SEWER INVERT INTO DISTRIBUTION BOX 28.1 0 Gas Gate v FINISHED GRADE O.E. �FSET _ Of FMISHED GRADE OVER D. Box =M.Ot FINISHED GRADE 0VQ? ® El M .• ° d I LEACHING TRENCH = 31.0t SEWER INVERT OUT OF DISTRIBUTION BOX 27.9 ectric eter FINISHED 3. FILL SEWER INVERT INTO LEACHING SYSTEM 27.5 Catch Basin - ., �,, - BASEMENT 4 SCH 40 PVC :;� ;. » Water Gate FIRST Z (TO BE LEVEL) ;� -• FLOOR L=t t tF S=0.020 L = 1 t LFN4" SCH 40 PVC OS=0.020 9 (min) Cover Ba1TOM OF LEACHING OBSERVED AT ELEV. 5 85 ® TV/Cable Box - 6 MIN. F then O 2.0% 36" (max) Cover ® Telephone Riser to' MIN. _ �� _ 21�t p mi L = 12 LF 4" SCH. 40 PVC WATER TABLE: NONE -o- Utility Pole 20° Contours -'�- INv IN 21; Sot Grade - _ .: PVC 8' SUMP - -INV OUT = 27.9 » OO z _ 2 Layer 1/8 to,/2 Leaching Area Requirements 'ut- GAs BAFftE , . .t_ -• Peastone LEACHING 2 P _ .. 6" r�v =�' _• ..!' BEDROOMS AT 110 GPD/BEDROOM 330 GPD + Test Pit h. 4" SCH 40 PVC REINFORCED coNCRErE STONE CHAMBER INN IN = 27.5 ADDITIONAL 50% FOR GARBAGE DISPOSAL _NA_GPD CCB Ca EOP 9pe Of BermAS- k Pavement e _ _ - "" +. �• ' T'�'„" , a ,•.�_ ,: : �" FPERC RATE _ MIN. / INCH (CLASS 1 ) GC Granite Curb .. -•_� - �,� F ILTAR = 0.74 GPD/S. . _ CONSTRUCTK)N NOTES t5W GALLON OI�EE-CONPARTNENT SEPTIC TANK D OTREUTION BOX EL 25.5 '"` -"'' � -• -- -.- .»,.:"`' 5' MIN MIN. LEACHING AREA OF S.A.S. 1. ALL SYSTEM COMPONENTS SHALL BE INSTALLED IN ACCORDANCE TO B' INSTALLED ON A LEVEL STABLE BASE TO BE INSTALLED ON A LEVEL. STABLE BASE � No Groundwater Observed O Elev. 5.8 WITH TITLE V OF THE STATE SANITARY CODE DATED MARCH 31, LOCUS MAP Scale: 1" = 2000' SEPTIC TMIK TO BE INSPECTED tt CLEATED ANNUALLY ;330 GPD/ 0.74 GPD/S.F.= 446 S.F. MIN. 1995, AS AMENDED THROUGH THE DATE OF THIS PLAN, & ANY S� 3� !PROPOSED SYSTEM: SIDEWALL (25'+12') x 2 x 2' = 148 S.F. LOCAL RULES & REGULATIONS APPLICABLE. BOTTOM 25 x 12' = 300 S.F. 2. ANY CHANGE TO THIS PLAN MUST BE APPROVED IN WRITING BY 448 S.F. ENGINEER.THE ELEVATION INFORMATION MUST NOT BE CHANGED GENERAL NOTES : CONSERVATION NOTES : SOIL LOGS DATE: JANUARY28, 1995 WITHOUT WRITTEN PRIOR APPROVAL BY THEENG ENGINEER. o �•ss P#=95-1571 1.) THE INTENT OF THIS PLAN IS TO DETAIL EXISTING CONDITIONS AND �,��. kt36 14', 1.ALL ROOF RUNOFF TO DISCHARGE TO DRYWELLS OR DRIP TRENCHES. a O R�25� 00 SOIL EVALUATOR: BOARD OFHEAL'THAGENT. 3. WHEN CONSTRUCTION IS COMPLETED, PRIOR TO BACKFILLING, PROPOSED NEW CONSTRUCTION AT LOCUS 2. LIMIT OF WORK SHALL CONSIST OF STAKED HAY BALES AND SILT FENCE Peter Sullivan,P.E. Ed Barr} NOTIFY THE BOARD OF HEALTH AGENT AND DESIGNING ENGINEER 2.) LOCUS AREA IS COMPRISED 0F : TO BE MAINTAINED FOR THE DURATION OF THE PROJECT. TEST PIT 1 TEST PIT 2 FOR INSPECTION. �• ,. s� „ SCHED 40 3. PRIOR TO ,STARTING ANY WORK PROOF OF RECORDING OF ORDER OF CONDITIONS 4. ALL SANITARY DISPOSAL SYSTEM PIPING TO.S. . = 17.8t BE 4 ASSESSOR'S MAP 136 PARCEL 36 / G.S.E. = 21.2 t GE i=a, AND FORMS A & B SHALL BE SUBMITTED TO THE CONSERVATION COMMISSION PVC. UNLESS OTHERWISE NOTED HEREIN. LOT 21 ® PLAN BOOK 249 PAGE 107 ALONG WITH THE REQUIRED, PHOTOGRAPHS. on 0 DEED REFERENCE: DEED BOOK 17,836 PAGES 97-98 Y e s �40 , 4. LANDSCAPE PLAN TO BE DEVELOPED IN CONSULTATION WITH COMMISSION STAFF 12" WOOD LOAM 12" HORIZON", FOR A HORIZONTAL DISTANCE OF 5' SURROUNDING WOOD LOAM 04 5. EXCAVATE UNSUITABLE MATERIALS, IF ENCOUNTERED, THE "C THE OWNERS: ANDRfS J. STUNS & DIANE A. STEINS g ��b• '�' '$ LEACHING FIELD, AND REPLACE WITH CLEAN SAND PER 310 CMR 324 POND STREET 15.255. BOSTON, MA 02130 _� :; SILTY SAND " SILTY SAND 48" 48 6. INSULATE ALL PIPES AGAINST FREEZING AS REQUIRED WHEN LESS THAN 3' OF COVER. 3.) PROJECT BENCHMARK : DATUM NGVD MEDIUM SAND MEDIUM SAND PK NAIL SET IN PAVEMENT ON HILLARD'S HAYWAY $' N 8 / �T)kkf: SE 'a 9' NO WATER NO WATER EL. = 12.5 7. THE SEPTIC SYSTEM DESIGN DOES NOT INCLUDE GARBAGE 144" 144" GRINDER DISPOSALS. 4•) ZONING INFORMATION / \ �6 LOT 20 10AW Of 8. CAUTION: THE CONTRACTOR SHALL CONTACT DIG SAFE (AT �\ �� PLAN BOOK 249 PAGE 107LTH NOTES - - - UTILITY COMPANIES TO LOCATE ALL ZONING DISTRICTS: RF / � \ � % � ,�- � �,� LA 1 888 DIG SAFE) AND U ILL � AQ2• N/F JACOBANIS ALLOWABLE FLOW: (TITLE V, SECTION 15.214 (2)) EXISTING UTILITIES, AT LEAST 72 HOURS BEFORE THE START OF OVERLAY DISTRICT: AP AQUIFER PROTECTION RPOD RESOURCE PROTECTION OVERLAY DISTRICT �`. � � A'��`� ��✓, \ 440 GPD/40,000 S.F X 35,732 = 393 GPD CONSTRUCTION. THE CONTRACTOR SHALL DETERMINE THE EXACT - LOCATION, BOTH HORIZONTALLY AND VERTICALLY, OF ALL EXISTING MINIMUM CURRENT ZONING REQUIREMENTS A ��� \ A THREE BEDROOM HOUSE MAY BE CONSTRUCTED. UTILITIES BEFORE THE START OF ANY WORK. THE LOCATION OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE MINIMUM AREA: 2 ACRES (RPOD) \\ - °'� -� � VARIANCE REQUESTED: BARNSTABLE BOARD OF HEALTH WAY ONLY, MAY NOT BE LIMITED TO THOSE SHOWN HEREON AND / MINIMUM FRONTAGE: 150' �Z REGULATION PART XIII SECTION 2.00. HAVE NOT BEEN INDEPENDENTLY VERIFIED BY THE OWNER OR ITS FRONT YARD = 30 SIDE & REAR YARD 15, �s \ - TO ALLOW THE INSTALLATION OF PRIVATE WATER SUPPLY & REPRESENTATIVE. THE CONTRACTOR AGREES TO BE FULLY = - a �� -- AKE, S't �$ f SEPTIC SYSTEM ON A LOT LESS THAN 40,000 SQUARE FEET RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE �6 OCCASIONED BY THE CONTRACTOR'S FAILURE TO LOCATE THE �dR�AN( F clvE[�!1lCc?c TITLE V 15.221 7) UTILITIES EXACTLY. : ' F L �fATION SNFORtr�ATIGN DIFFERS F ROK4 PLNN 5.) A TITLE SEARCH WAS NOT DONE FOR THIS SITE, SHOULD ONE -�___ S PZ40 ' E 3t5 I T9 ALLOW MORE THAN THREE FEET OF COVER OVER THE INFORMATION, THE CONTRACTOR SHALL NOTIFY THE ENGINEER BE REQUIRED IT SHALL BE PERFORMED BY OTHERS. _ _ - - _ -� o= 190.000 TD SEPTIC TANK AND DISTRIBUTION BOX. IMMEDIATELY FOR POSSIBLE REDESIGN. AT UTILITY CROSSINGS, �► ---_._ SANG ds , �2 VERIFY IN FIELD THE LOCATION / INVERTS OF ELECTRIC, GAS, 6,) THE PROPERTY LINE INFORMATION SHOWN IS BASED �_.____ o VNE ` �o r ON CURRENT AVAILABLE RECORD INFORMATION ,�2 - � _ C13"DH TELEPHONE & DATA/COMA AND RELOCATE IF CONFLICTING WITH CONSISTING OF PLANS AND DEEDS. - �WM _ PROPOSED INVERTS PER THE ENGINEERS DIRECTION. THE ` - oo• _ - - H l - CONTRACTOR SHALL PRESERVE ALL UNDERGROUND UTILITIES AS THE EXISTING FEATURES SHOWN HEREON WERE - _ _ _ - y. `� / 125t REQUIRED. OBTAINED FROM AN ON THE GROUND FIELD SURVEY LOT 22 $' j 18"0 OAK _ PERFORMED BY BAXTER, NYE & HOLMGREN, INC., C w ° BOX � 1 _ _- PLAN BOOK 249 PAGE 107 PROPOSE[) - c z _- BETWEEN 12/04/03 & 3/23/04. N/F GERE a I PLAN BOOK�249 PAGE 107 F ` ?TREE WELL u --- _ PLAN REFERENCES: � _ - � .�' _ _----"-- 0.82t I►CRES Tom' 0►��,� PLAN BOOK 249 PAGE 107 26 _ 212 7.) WETLAND DELINEATION CONDUCTED BY ENSR INTERNATIONAL 2 - ' MARCH 9, 2004. °� x -{: -- 24"0 TRIPLE OAK IEXInNc 8.) COMMUNITY PANEL NUMBER: 250001 0011 D 2 THE FLOOD INSURANCE RATE MAP DEFINES THIS AREA AS ZONES EXISTING WELL �� - - y } ,Y` TEST PIT # 1 A3 EL= 11.0' & C. BASE FLOOD ELEVATION 11.0' x -k - _ 9.) SEE: DA-95022 (WILLIAMS) - 04/18/1995 18 100' OFFSET FROM - - _..� � ._„ _,- ;�Q-� WETLAND FLAGUNE (BVW) 1 - _ ►� R =----- _ ` - �q + � '%G TEST f-r��- � Rq STAKE\SET EXISTING WELL e,'!� 6 , ^- _ 8 __ _ - �� 5 I CERTIFY THAT TO THE BEST OF MY KNOWLEDGE THE PROPOSED STRUCTURE ® 1,�• - -_ 1 --- �� - - PR Ip 81 Holway Drive SHOWN HEREON IS IN COMPLIANCE WITH THE APPLICABLE BARNSTABLE �. F 1 ZONING DISTRICT SIDELINE AND SETBACK REQUIREMENTS, IS Q,� •J�, ` ` ' _ OSE ORl►/E ---------__I-------------- 16 ____ West Barnstable, Massachusetts LOCATED IN RELATION TO THE MONUMENTS SHOWN, AND IS NOT GRAVEL PILE 1i LOCATED WITHIN A SPECIAL FLOOD HAZARD AREA. PREPARED PREPARED FOR THIS PLAN IS NOT TO BE RECORDED NOR IS IT TO BE USED TO ESTABLISH PROPERTY LINES. -- ' ti� • ��------��"--- --- 12' Andras J. Silins Et Ux. ` Of- 6 FINISHED GRADE � n �� M� ---- ----- - - - „ „ - 25-OL�- 1- �• . . `\ LNG 'SRC 14.0 - 14 --_ � �\ \ `\ '\ TITLE RE ED PRO ZONAL LAND SURVEYOR DATE EX�S _ _ - _. - - - �\�\/\�\/l\�\�\�\���\�\�`�\\�\ COMPACTED FILL �' OFFSET I-ROM / \\` . . --_-_ _ - , - - 36 MAX.-9 MIN. \� \�\�\�\�\�\�\�\���\� " Wetlands Permit Plan �_ _�--- 13.0 2" OF PEA STONE 4 PERF: PVC • WETLAND FLAGUHE (BV'W) - --�------------------------------------------------------------------------------------- - 3 $ _ S 13'30•10 - - -- - '' - EXISrNG '? E OR1 - - LOT 37 DOUBLE BAR & HO CARE C. _- 12 -` ` PUN BOOK 249 91RK GE 107 WASHED STONE I /a�P�ZN OF Mq s /F c ______--- � Registered Professional o� STEP E IBM: ,.� \ -- -� c 11_...• �I Enginee s an Land Surveyors a {, EL - 12 SET � $ .,,,�► 0 o NO SCALE eon _ Zo,,IE a3 (�1 812 Main Street, OsterYille, Massachusetts 02655 9 c 30w UPLAND TEST PLOT Phone - (508) 428-9131 Fax - (508) 28-3750' �o��sSCI s PLASTIC LEACHING CHAMBER DETAIL A: R t•33, ----W/F BVW-3 _ _ d R-psNNE 20 zoNE C 0 10 - DH FND - g 01 FLOOD ZONE / i V11/�w-5- - . �--- - - „ » SCALE E ---�w B � -�- • -- -_... / SCALE:1"= 2�( ' � ., l DATE: 08/25/04 30•10 L�----- _ /� W/F- Bvw-4 �•-- • �/ -�„ - • w 1 ° DOUBLE WASHED/STONE o 10 �BVW-1 _ _ W/F Bvw-s /F Bvw-8 \ WETLAND TEST PLOT 12O.OA W/F BVW-7 S �39,20. W (WET SOIETLAND L ST PLOTTRANS.) / a DIST. LINE IN _-_-, 3 N CULTE RECHARGER 330HD T- Q - �/ WETLAND DELINEATION CONDUCTED 8 ---------- ------ - /__ g -BY�ENSR INTERNATIONAL o� N ti� \ �4 83 CB DH FND MARCH 9. 2004. a R. W/F SM-3A BOARDING VEGET•A►I>ED_WEM_40,_` LLIS •^ \ - o. 2987E W/F SM-4A. - -�" / 20' �NO�. BY , DAIS R KS DRAWING NUMBER � 25' �s �fCIS Quo W/F SM-5A - W/F SM-2A / /� `�' - --._ P� VIE�P 0: 2003 03-094 SURV wrksht 03-094-PB-2.dw L Ut � �2`7/04 \ / ~ r_ - �" w/F sM-,A - / � __.A W/F TO SCALE 2003-094 W/F SM-6AL� SALT MARSH i I 11 .1...+--� ,q— � � I I . - �. � I I . . I - . � I . I . � . I . I . . . .1 I - .. .. I I I � I ,�.I .I 4 I I I �, ,4,!4t��i�l,i P�Aj`,�`j� ",", -,;, � � I �j I'; ! �- �1 , , i I � I � I I 1. I I � � . . I� 1 , � � ; I ,;�I llt� I I I � � . I : 1� 'l� -V -�� 'r-�,114, I . I I : I I I . I � " I'��,�, �� , I I I It . I I . . I . ; I -.11 J' � , . I:, - V i 4- 1. ; 1 � .i " � , � I I I . I . � I I � � I ,. � I I . I � .� . I I .� I . � I� I . 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