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HomeMy WebLinkAbout0129 ISLAND AVENUE - Health 1.29 Island Ave Hyannis A= 018 - 002 Nj 6�1 rl C>1-11 41 'r'I Doc= 17237s100 12-13-2013 12:33 BARNSTABLE LAND COURT REGISTRY Revised 11/4/13 DEED RESTRICTION WHEREAS, WOLFRAM VEDDER and DEIDRE LYONS VEDDER of 5500 Cuesta Verde, Austin, Texas 78746 are the Owners of both 119 and 129 Island Avenue, Barnstable (Hyannis Port) , Barnstable County, Massachusetts 02647, WHEREAS, WOLFRAM VEDDER and DEIDRE LYONS VEDDER as the owners of said property have agreed with the Town of Barnstable Board of Health to a restriction as to the number of bedrooms which can be included in the buildings located on said lot as a pre-condition to obtaining a disposal works constru ction uction permit in compliance with 31 p 0 CMR 15.000 State Environmental Code, Title, V, Minimum Requirements for the Subsurface Disposal of Sanitary Sewage; I I� 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 an .ancillary building containing two bedrooms on this property with an existing residence containing one bedroom, (existing residence now contains two bedrooms, one to be removed at time of construction of ancillary building described above) is requiring that the agreement for the restriction on the number of bedrooms in the buildings on said lot be put on record with the Barnstable County Registry District of the Land Court by recording this document. NOW, THEREFORE, WOLFRAM VEDDER and DEIDRE LYONS VEDDER 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 with the land and be binding upon all .successors in title: 129 Island Avenue, Barnstable (Hyannis. Port) , Barnstable County, Massachusetts may have upon the lot a house and new ancillary building with all buildings containing a total of no more than three (3) bedrooms. This restriction shall continue in full force and effect until such time as the Premises shall connect to Town sewer and there are no regulations at that time that limit the number of bedrooms to those existing at the time of the connection or said premises can have more than three bedrooms as may then be allowed as a matter of right, under state, regional and local law at which time, the Restriction shall become null and void. The Town of Barnstable may unilaterally re-record this restriction to extend the protections provided herein for an additional twenty (20) years, provided, however, that, such re-recording shall occur prior to the expiration of thirty (30) years from the date of recording of this document. It is further agreed that WOLFRAM VEDDER and DEIDRE LYONS VEDDER agree that in the event said property (129 Isl and Avenue) or their eir adjoining property at 119 .Island Avenue are to be transferred separate from the same ownership, an easement shall be granted over a portion of 119 Island road for the benefit of 129 Island Road property which shall have the legal right to maintain a leaching field and reserved area(as shown on the attached sketch plan Exhibit A)unless there is proof that the system can be maintained as a matter of right, under then applicable laws, entirely on 129 Island Avenue or that there is a public sewer connection. Said premise is described as follows: 129 Island Avenue as LOT C as shown on Land Court Plan: 15457-A. For title, see Certificate of Title No. For description to adjoining land at 119 Island Road being Land as shown on Land court Plan 20487 -A For Title see Certificate of Title No 183824 EXECUTED as a sealed instrument this •_day of November 2013 l/4JL WOLFRAM VEDDER DEIDRE LYONS VEDDER STATE OF TEXAS -'GCounty of S , SS. NOVEMBER_[g , 2013 Then personally appeared before me, the undersigned, WOLFRAM VEDDER and DEIDRE LYONS VEDDER proved to me through satisfactory evidence of identification, which were a Texas drivers' license, 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: (Affix seal) C:\MyFiles\Neagledd.restriction.doc ,.,w, GWEN Ma.EooN MY COMMISSION DARES i' AMA 20,2014 •I�M�. { Air J t I E RET !! G I t ECK DR \\ \ '•��' �� �15�Q G� '� ZP�I11�'�G vIA��, � \.�/ •�- p ��LC{� 3_9 IOROUIrfi3U53\ I . 0 rAll 1�s;\ ,.`\ — ,��,,PLK PUS'�A!�E@P. _ _ CD Lu Op- __5EUG 5c ES1�`'r r STONE RETAtNI14G XIALL � "p . ♦ � OF �4 r INN PAVEMENT 5.87 ; - _ / � �_• _ _~�_ —�99-46=—— � G 6RA5S TOP OF �- B. \ 10 T— JJJJJJ G 'F E .— E — E — ` E E •E . ........v... .. y':: ,�:c::^ `ri:._ — e a w —w.- w :- 0 ,:11.: ....' :':`.'': sSEXISTING BULKHEAD':PROPOSED GUESL AR-TM'; I �........ ...... . .N PROPOSED 7 S' 25� —"i ,,. :;`;::;: WAlEJi SERVICE S1EPS uT1L1Tr N PARiaNcWl PO : PROPc s . ---. . ouT v. LAOT W ��' ii G OF 191.80'�\ WATER SERVICE TAIL( ro wwjK V134ES AAiE TAW LOT AREA TO FACE C . RFTAiPM WALL BE R PROI'O�D RETAdVBiiG WALL CONCRETE SEAWAL AND POSTING STRUCT 9.080 SQ. FT. [ARCH 11,2009 N/F STEPHEN W. KIDDER o.2 ACRES ISLAND AVE.) & MARK B. ELFFANTE, TM TIC BRAMBLE[YDE TRUST MATSON. P.E. 1IORANDI IEST PR 2 o r BARNSTABLE COUNTY REGISTRY OF DEEDS &AA.. A TRUE COPY,ATTEST JOHN F.MEADE REGISTER SME Town of Barnstable * UARN ESE MAS& Board of Health 200 Main Street, Hyannis MA 02601 Office: 508-862-4644 Wayne Miller,M.D. FAX: 508-790-6304 Paul Canniff,D.M.D. Junichi Sawayanagi - March 17, 2014 Mr. Stephen Wilson, P.E. Baxter Nye Engineering and Surveying 78 North Street Hyannis, MA 02601 RE: 119 and 129 Island Avenue, Squaw Island Hyannisport A= 265-018-001 and 002 Dear Mr. Wilson, You are granted permission to construct an onsite sewage disposal system onto 119 Island Avenue Hyannisport, on behalf of your client Wolfram Vedder (hereinafter the "Owner"), with the following conditions: (1) Lots 119 and 129 Island Avenue, Squaw Island, Hyannisport, (hereinafter the "lots") shall be. placed under the-same ownership and proof of same shall be submitted to the Health Agent prior to obtaining a disposal works construction permit. (2) No more than a maximum of three (3) bedrooms are authorized at 129 Island Avenue, Hyannisport. Dens, study rooms, offices, finished attics, sleeping lofts, and. similar-type rooms are .considered "bedrooms" according to the MA Department of Environmental Protection. (3) The Owner shall execute and record at the Barnstable County Registry of Deeds, a deed restriction, approved by the Town Attorney, restricting the property at 129 Island Avenue to a maximum of three (3) bedrooms. A copy of the recorded deed restriction shall be submitted to the Health Agent prior to obtaining a disposal works construction permit. (4) The Owner shall execute and record at the Barnstable County Registry of Deeds, a deed restriction on both lots, approved by the Town Attorney, requiring that in the event one these two parcels are conveyed into separate ownership, an easement shall be placed onto the 119 Island Avenue lot for the new septic system location on this lot. (5) The septic system shall be installed in substantial conformance with revised engineered plans dated February 24, 2014. The new proposed Q:\WPFILESWedderWilson2Ol4RevisedPlansApproved.doc 4 t septic system shall be installed greater than one-hundred feet away from any wetlands. (6) The designing engineer shall supervise the construction of the onsite sewage disposal system and shall certify in writing to the Board of Health that the system was installed in substantial compliance with the revised plans dated February 24, 2014. This permission is granted, without the necessity of granting variance relief, based upon the agreement of the Owner that both lots will be placed under the same ownership and that restrictions will be recorded limiting the number of bedrooms on 129 Island Avenue to a maximum of three and requiring that in the event of conveyance of either of the lots into separate ownership, an easement shall be placed onto the 119 Island Avenue lot for the new septic system location at this lot. Since ly yours, O W yne iller, D. Chair n Q:\WPFILES\VedderWilson2Ol4RevisedPlansApproved.doc 71 j, z Y-7�. TOWN OF BARNSTABLE LOCATION r< � SEWAGE# c _ VILLA GE ASSESSOR'S MAP&PARCEL--3 4 5 �^, _ 'h• c'�r� �' INSTALLER'S NAME&PHONE NO. ° SEPTIC TANK CAPACITY LEACHING FACILITY: (type) d (size) r NO. OF BEDROOMS �3 OWNER �f _. •- /a�✓c!PERMIT DATE: COMPLIANCE DATE: Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility (; Private Water Supply Well and Leaching Facility(If any wells exist on Feet site or within 200 feet of leaching facility) Edge of Wetland and Leaching Facility ,`— Feet(If any wetlands exist within iv 300 feet of leaching facility) ') Feet FURNISHED BY_ /�a¢4.-- No. Soo Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in comj __ Yes PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE, MASSACHUSETTS Application for �DispoBal OpBtem Construction permit_ Application for a Permit to Construct(./ Repair( ) Upgrade( ) Abandon( ) AeComplete System ❑Individual Components 'Location Address or Lot No.I 24.T6Lt*j Ao,-- -6ua4 h', Owner's Name,Address,and Tel.No.50$ fort- Vim& 'yo it C3 I�asPn s ran�F,�!: Assessor's Map/Parcel �$ �/ t o a s O S Installer's Name,Address,and Tel. o. �'�g- o')$"8lX Designer's Name,Address,and Tel.No.�V`"/- �7 So_- oall;�tv�. .XEc.�dlJ�ea'J or'S J &'j-Ar gal 5f Type of Building: Dwelling No.of Bedrooms 3 Lot Size sq.ft. Garbage Grinder( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.re uired) �33o gpd Design flow provided �� gpd Plan Date ,?///y� / Number of sheets Revision Date ay / Title Size of Septic Tank f°J(0gMQ if b 1&M hype of S.A.S.P l�12Kg�yf-1/�,`—o� � C�10- Description of Soil 6 "�� �/ g� Nature of Repairs or Alterations(Answer when applicable)Pue, an C-L. 30 x /o x Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environment e a not to place the system in operation until a Certificate of Compliance has been issued by this Board of Healt ed Date 4.jail Application Approved by ADate Application Disapproved by Date for the following reasons Permit No. Z Date Issued r vajy v P0V111) by � vls 1 DI 3 -5vo C/ No: Fee _ THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: ` µ.PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE, MASSACHUSETTS Yes Zipplication for Disposal *pstem Construction Vermit Application for a Permit to Construct(14 Repair( ) Upgrade( ) Abandon( ) 4KComplete System ❑Individual Components Location Address or Lot No.1 4 SIGv AWe -C ea.2sF NX Own'err,,'s Name,Address and Tel No.5�$' Ya I G s 1/ ��l�jctr>r�iS�r Ve,�idar,, C'/o E�3 Idol,It S 13r60S L'3i`'x,�z�,LSlr���ry Assessor's Map/Parcel 5Ib1 E,�.t o U j(� 1�Q IkA of staller's Name,Address,and Tel.Flo,. 5 U y - 5 Designer's Name,Address,and Tel.No. �"",17/- 1250 C^�r>t CiOY�S "Hon'-sr-1— ODk-A kA vuc je G 1"",eevi r' `'7 51- 5 aq,%t3 Type of Building: Dwelling No.of Bedrooms 3 Lot Size sq.ft. Garbage Grinder( ) i7 Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures `f �. Design Flow(min.required) 33 gpd Design flow provided � gpd / Plan Date 6/off///V Number of sheets � Revision Date Title .,. Size of Septic Tank-1 tUW ta, N6 nt'J j>aype of S.A.S. (,J 6,ct� 4-4a) . Description of Soil 6t SAP t e_ e i� jNature of Repairs or Alterations(Answer when applicable)A�' t, (`JC'C rG� ( a c; 2lXE. 1 K t icu tk 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 Environm5tal-Code a not to place the system in operation until a Certificate of° Compliance has been issued by this Board of Health! ' f Si ned Date / { Application Approved by Date Application Disapproved by Date f& the following reasons t Permit No. 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 �y t t.t r�r� t b d-�C O V+ C— at l ag 151CL4j 14(l2. 61LA�- NCAAA-Q_ has been cons tr c ccgrd c with th�rovisions of Title 5 and the for Disposal System Construction Permit No.07 ate Installer C_G r�jt to�L ! Gvt d.-,e Designer #bedrooms 3 Approved desi n 2sdiflow 3 e) pd The issuane this permit shall of be construe as guarantee tit '" system w 1 ction, s�le . e e Date Spector -1 rr _ 6_/!/�- - - -- - - - ------ -- - -No,, _ JUU Fee THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION-BARNSTABLE,MASSACHUSETTS ]Disposal *pstem Construction i3ermit Permission is hereby granted to Construct t/ ) Repair(A ) Upgrade( ) /Abandon( ) System located at / g �-l ft.�G� (�Lie 5./ /�c�c,%.F / i� and as described in the above Application for Disposal System Construction Permit. The applicant recognized his/her duty to comply with it Title 5 and the following local provisions or special conditions. Provided:Construction st be completed within three years of the date of this permit. Date Approved by i Town.of Barnstable Regulatory Services Richard V.Scali,Interim Director + BARNSTABLE, MASS. $ Public Health Division Eon ° Thomas McKean,Director 260 Main Street,Hyannis,MA 02601 Office: 508-862-4644 Fax: 508-790-6304 Installer& Designer Certification Form Date: e l3 ,4 .Sewage Permit# ?_o l 3-Stlo Assessor's Map\Parcel ytiap ZQ5 Nate 0IS-bot 61$-0ce. Designer: 22,6,. _ &i!,,4 Installer: H-; C ptat, Address: -2% A�arNA 56-e-ei Address: SFS i4eoeP On 1-111-1 JZola f3t.r`" lm tf-; Gns t, was issued a permit to install a (date) (installer) septic system at l lest l Z01 Ts l" Auc , H.9 based on a design drawn by (address) dated 2 J10t z61&i (designer). I certify that the septic system referenced above was installed substantially according to the design, which may include minor approved changes such as lateral relocation of the distribution box and/or septic tank. Strip out (if required) was inspected and the soils were,found satisfactory. I certify that the septic system referenced above was installed with major changes (i.e. greater than 10' lateral relocation of the SAS or any vertical relocation of any component x 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 constructe with the terms of the IAA a o 1 letters (if applicable) - �c1\- SSgo STEP14EN tiG ALLYN a WILSON -� Installer's Signature) " No.30216 q�o,�FAS�ISTERNG���k� /pNAt E esigner's Signature) (Affix Designer 7Vjrhp Here) PLEASE RETURN TO BARNSTABLE PUBLIC HEALTH DIVISION. CERTIFICATE OF COMPLIANCE WILL NOT BE ISSUED UNTIL BOTH THIS FORM. AND AS- .^o BUILT CARD ARE RECEIVED BY THE BARNSTABLE PUBLIC HEALTH DIVISION. a THANK YOU. Q:\SepticTesigner Certification Form Rev 8-14-13.doc 1 a l i� tr 1 !+ 44 ; Q e-51 to co � r✓w d R H }S�a i�(••.•�•Y � ♦. i S'�tMsw., a4e.. �„ �°�Y St i�k'J k 5 J TOWN OF BARNSTABLE OF . LOCATION ►->4q .14t-)e SEWAGE# VILLAGE rz'f�rtN►Say-t`� ASSESSOR'S MAP&PARCELS- - t INSTALLER'S NAME&PHONE NO. a:eLe�—,, L 0:;q371 SEPTIC TANK CAPACITY t5e6 4-ti_ o P � LEACHING FACILITY:(type) 'i-&-jet4e-0. (size) —30 X 10 K' NO.OF BEDROOMS OWNER VC, PERMIT DATE: tc)-•1 1: COMPLIANCE DATE: M/0- Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility _Feet Private Water Supply Well and Leaching Facility(If any wells exist on site or within 200 feet of leaching facility) Feet Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of leaching facility) <4-/S Feet FURNISHED BY � o r Slj �e �` O � � w � �, `,' v � � a � � i A o � .t r p No. a y � Fee ! � 1`HJ� COMMONWEALTH OF I�ASSACHUSi4S Entered in computer: PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE, MASSACHUSETTS ZippliLation for ;Disposal Opstem ConstrUition 13ermit Application for a Permit to Construct V� Repair( ) Upgrade( ) Abandon( ) Complete System ❑Individual Components Location Address or Lot No. J 1-1 C/v` r�(Cty /W Owner' N e, dress,and Tel.No. Assessor's Map/Parcel J� v1 g + n15� //I f�a`1 �� Installer's Nde�dd s,annd, el.No. / De igner's N�aje,Address,and Tel.No. Type of Building: Dwelling No.of Bedrooms (M� Lot Size sq.ft. Garbage Grinder( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(mien.re uire ) Xb gpd Design flow provided f' J gpd Plan Date c.e 9/ Number of sheets sn.2 Revision Date Title 1. ! � Size of Septic Tank 000 Description of Soil Nature of Repairs or Alterations(Answer when applicable) ©(J o i Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenan a afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Enviro nfal Code and to place the system in operation until a Certificate of Compliance has been issued by this Board ofgffi Si aA Date Application Approved by Date C Application Disapproved by Date for the following reasons Permit No. Date Issued l 2 1 7 I s 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 /2>014j 562 f^ � —�•�C at /J /,0 2 _:7�s&n_ has been constructed in accordance with the provisions of Title 5 and the for Disposal System Construction Permit No.v4 `dated Installer r4aRla,C4lcen, J_,-,C` Designer #bedrooms Approved design flow 1331 gpd The issuance of this permit shall not be construed as a guarantee that the system will function as designed. Date Inspector .,-,p-.'�q,,�, .�•.l�' -u'�,�.e.-.• w + +.a �..,,,d -',tvw� ,'-"."""^"^""au .. "�Yw'',aert.sR:..I�n�.,yt•a'4.r e-'N�.r"�`w—..—•"=_'---"---.�1w w ,.,.•,- �^-�+r:.�.-..v,.-..�,.r+,1_____.•-�-`�„a.`.•..; d 1 No: -_ / ✓' p� a f / Fee 1 TF E COMMONWEALT OF II�IASSACHUSETTS Entered in computer: PUBLIC�H�ALTH DIVISION„°:TOWN OF BARNSTABLE, MASSACHUSETTS plication for Misposal 6pstem (Construction i3ermit Application for a Permit to Construct( Repair{ ) Upgrade( ) Abandon( ) ✓❑Complete System ElIndividual Components �Location Address or Lot No. l2 9 b iG a O ner's Name,Address,and Tel.No. f Assessor's Ma /Parcelo '1CP�' 1'� P .5 _r. Installer's Name,Address,and Tel.No.��'� / `' De igne/r„'s Name,Address,and Tel.No. ,!5i;g'`T�/`-��7 3 /G,7 V C, 2 _ • 1/5_2 L 1Gt l'T`r G Type of Building: elc Dwelling No.of Bedrooms Lot Size ' sq.ft. Garbage Grinder( ) Other Type of Building No.of Persons, Showers( ) Cafeteria( ) t ` Other Fixtures Design Flow(min.re uired) �r) gpd Design flow provided 33 gpd ,Plan Date (, /� Number of sheets- Revision Date Title_/f_q _ Size of Septic Tank Zo0 " 1 r4 � Type oVS.A.S. t,/• �i�1 �� Description of Soil � 1 Nature of Repairs or Alterations(Answer when applicable)._L 25G2�Jp n i)�Y �r�O(/ O/13/i /�/ltJ P �i� Date last inspected: 7 i Agreement: The undersigned agrees to ensure the construction and maintenance ofxhe afore described on-site sewage disposal system in Y accordance with the provisions of Title 5 of the Environmental Code and nofto place the system in operation until a Certificate of Compliance has been issued by this Board of Health.I---- ° Signe l_,_-~-Z._ ` Date Application Approved by '� _ Date Application Disapproved by Date _. for the following reasons d . Permit No. r� ' Date Issued 1 7. �. I THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE,MASSACHUSETTS l �ertifitate ofy�ont�Yiance _.• THIS IS TO CERTIFY,that the On-site Sewage Disposal 'system Constructed Repaired Upgraded ( ) P ( ) PPS• ( ) Abandoned( )by at {— /a 9 �� , � j + has been constructed in accordance 4��l with the provisions of Title 5•and the for Disposal System Construction Permit No.a2 U - '►� `1 tted ' Installer (yam ,_ ' [ " n4 gn _ c� r t �c r��i C Desi er liadrooms _ 1} +, Approved design flow / gpd The issuance of this permit shall not be construed as.a guarantee that the system will function as designed. Date Inspector 2 0 1 3 Fee THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION-BARNSTABLE,MASSACHUSETTS 3Bisposal *pstem Construttlou 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 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. Date 1 -2 /l �� 7 Approved by li6l. v Town of Barnstable Barnstable M .Board of Health i MASS. 200 Main Street,Hyannis MA 02601 .:.: 2007 Office:.508-862-4644.: Wayne Miller,M.D. FAX:: 508-790-6304.:.: Paul Canniff,D.M.D. ::.. Junichi Sawayanagi BOARD OF HEALTH MEETING AGENDA Rev.2 Tuesday, Marc 2014 at 3:00 PM T ownHall, We Room; 2ND Floor 367 Main Street, Hyannis, MA Pat?, I: Consideration of Condemnation Lorne Fellows, enant= 70 Winter Streef,.Unit# E; Hyannis, Map/Parcel 309-242-OOA unit has no heat and no hot water, tenant is responsible for utilities.: (Owner is Kenneth Willett;:) II: Hearing - Stable :Kathy Woodbury, Stable, and Mrs. Richard Koppen, property owner— 365 Sampsons Mill Road,Cotuit, stable.violations and no current permit. .. _... _.... ....... ....... III. Septic Variance (Cont): A. Matthew Eddy and John Lavelle, Baxter.Nye Engineering, representing Peter Bilodeau,owner= 29 Hathaway Road. :Ostervil e, Map/Parcel 1.1.4. 036, approximately 0.70 acre parcel, proposed Nitrogen Aggregation: pp Y P p 9 Credit Land (from 83 Bunker Hill:Road, Osterville, Map/Parcel 095-019), existing 3 bedroom home, requesting to construct a 4 bedroom home, one variance requested (continued from December-February 2014): IV. Septic Variances: A. : Matthew Eddy, Baxter Nye.Engineering, representing Cummaquid Golf Club,.owner—35 Marston Lane,.Barnstable, Map/Parcel 350-001, 11.0.3 acres, Presby SAS I/A System, two variances requested, reduction in size of project previously approved. B. Stephen Wilson representing Wolfram Vedder, and Wolfram Vedder, Trs,;WVDV Island Avenue Realty Trust, owners - 119 and.129 Island Avenue, Hyannis, Map/Parcels 265-018-001 and -265-018-002.,0.99.. . . acres:(total both:parcels), house renovation and addition, changes made: to previously approved plan in August 2013. C. Darren Meyer; Meyer.& Sons,;representing Laura Hodgson, owner.- 25 Bayberry Lane, Barnstable, Map/Parcel 335-044. 44,342 square:feet parcel, failed septic system, two variances requested. q. - Page l of 2 BOH 3/11/14 - I e t. . s D. Dan Ojala, Down Cape Engineering, representing Deborah Wheeler, Maywood, LLC, owner— 11 Maywood Avenue, Hyannis, Map/Parcel 287-130, 1.50 acre parcel, failed septic system, multiple variances. V. Food Variance — New: Ming Gu requesting a variance from the required two servsafe certified people on location at Hot Diggity Dogs, 569 Main Street, Hyannis. VI. Requesting Extension to Connect to Sewer and Water: Brad Pfeifer representing Hyannis Athletic Association at McKeon Field, 120 High School Road Extension, Hyannis, requesting extension on plumbing installation as funds are not available until July 2014. VII. I/A Monitoring: No Maintenance Contracts. A. Maria Eftimiades, owner— 562 South Main Street, Centerville, Map/Parcel 186-047, no contract has been submitted. B. Jeremiah and Kristen Valiga, owners—646 Osterville-West Barnstable Road, Marstons Mills, Map/Parcel 123-015,contract expired April 1, 2013. VIII. Old / New Business: A. Approval of the Minutes — February 11, 2014. B. Preliminary Discussion — Revision to Outdoor Dining. 'A 0 Page 2 of 2 BOH 3/11/14 Town ®f Barnstable y�9IME Regulatory Services e Richard V. Scati,Interim Director IAMSfAULE. MASS. Public Health Division ArFD 59. Thomas McKean,Director 200 Main Street, Hyannis,NIA 02601 Office: 508-862-4644 Fax: 508-790-6304 Installer& Designer Certification Form Date: 8 113 1-4 Sewage Permit# Z.o t 3-Soo Assessor's Map\Parcel ni.a qc.t♦ ola-OOt k OM-otx, Designer: l� xt r,- . Installer: Ccota , Address: -25 A]ag,4% 54.,re< Address: q_z`,,,Q(�mo.P �U e,krtt s _67Z.0 t Wo ji p W//S 026 qg- On 1-7-111 Izor3 . C3,r-4- k t+� Gsf.. was issued a permit to install a (date) (installer) septic system at 119 12`i Ts 1" A.x. . N.P, based on a design drawn by (address) dated Z oo 2nt-f (designer) t I certify that the septic system referenced above was installed substantially according toc the design, which may include minor approved changes such as lateral relocati n of the distribution box and/or septic tank. Strip out (if required) was inspected and the soils were found satisfactory. , 1 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 constructe with the terms of the I\A appro`�al letters (if applicable) ss90 STEPMEN tiG ALLYN m o WBLSON -i .--'-(installer's Signature) " No.3021e01 FSS�ONAL �G esigner's Signature) (Affix Designer amp Here) PLEASE RETURN TO BARNSTABLE PUBLIC HEALTH DIVISION. CERTM, CATE OF COMPLIANCE WILL NOT BE ISSUED UNTIL BOTH THIS FORM AND AS- BUILT CARD ARE RECEIVED BY THE BARNSTABLE PUBLIC HEALTH DIVISION. t THANK YOU. QASeplicMesigner Certification Form Rev 8-I4-13.doc v i V 1 t x 9 r Town of Barnstable P# 1HE , I Y_ Department of Regulatory Services BARNSTABLE• : Public Health Division Date MASS. � S. 200 Main Street,Hyannis MA 02601 ArfD MPS t� I� � Date Scheduled Time Fee Pd. Soil Suitability Assessment for Sewagre D's os l >� ned B : Witnessed B : V Performed y y NO� P LOCATION & GENERAL INFO".P.AIATION Location Address I Zcl Tsla+ J Av-- s v",-zs/.'a Owner's Name 1 1*5 bjrylt 06 1 T36+tC //ycyn�s moo.f a`• 006j 11-332.7 Address Carr.?11tun Tcxc�S Assessor's Map/Parcel: V!n m p 2&5'Pa,-ccl 618-60Z Engineer's Name Sly,k,H /A. C✓�'/Svr, ✓��� NEW CONSTRUCTION REPAIR k Telephone# _ 7 71-7 6 ' ek+ 13 Land Use 12,s,e,Kh-1 Slopes(%) Surface Stones All ic_ Distances from: Open Water Body Zra' ft Possible Wet Area It Drinking Water Well ft Drainage Way ft Property Line ft Other ti SKETCH:(Street name,dimensions of lot,exact locations of test holes&pert tests,locate wetlands in proximity to holes) Parent material(geologic) i1 l(rtiClGb` out k 01`^ Depth to Bedrock Depth to Groundwater: Standing Water in Hole: a\C -o Weeping from Pit Face Estimated Seasonal High Groundwater DETERMINATION FOR SEASONAL HIGH WATER TABLE Method Used: q rCx�A q f%t Depth Observed standing in obs.hole: in. Depth to soil mottles: Depth to weeping from side of obs.hole: in. Groundwater Adjustment ft. index A;!i# Rcadhlg Datc: !nd x Well!evel Adj.factor Adi.Groundwater Level PERCOLATION TEST Date� Time Ill INV A Observation Hole# i Time at 9" 1� i Depth of Perc (02 Time at 6" Start Pre-soak Time a 1'1 OZ Time(9"-6") End Pre-soak 1�.8 Rate Min./Lich e`Z►^^,`^ t�"t '� ``3 Site Suitability Assessment: Site Passed _ Site Failed: Additional Testing Needed(Y/N) Original: Public Health Division Observation Hole Data To Be Completed on Back------7---- ***If percolation test is to be conducted within 100' of wetland,you must first notify the Barnstable Conservation Division at least one (1)week prior to beginning. Q:HEALTH/WP/PERCFORM \' 200-7-0G(y DEEP OBSERVATION HOLE LOG Hole#Depth from Soil Horizon Soil Texture Soil Color Soil --0-tier Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistency.%Gravel ShrN 0�� i� AVo Vti 0 �c�t9�lu�v�'1—!'l(sW�-1 33 DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistent %Gravel 6 ' he tO 1 o 1146_ S,a e L,<qj j, oo5-e Z7 "LhC4i to i o (A h o-'� S 1A 64,?""t laoi-4- DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistency.% ravel DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistency.%Gravel Flood Insurance Rate Map: Above 500 year flood boundary No Yes X Within 500 year boundary No X Yes Within 100 year flood boundary No_ Yes Y Depth of Naturally Occurring Pervious Material Does at least four feet of naturally occurring pervious material exist in all areas observed throughout the area proposed for the soil absorption system? _ If not,what is the depth of naturally occurring pervious material? Certification I certify that on !20 (,J0 O (date)I have passed the soil evaluator examination approved by the Department of Envirotunental rotection and that the above analysis was performed by me consistent with the required training xpertise and experience described in 310 CMR 15.017. Signature �--- Date Q:HEALTH/WP/PERCFORM ' CorIlimonwealth of Massachusetts _ : .Title 5 Official Inspection Form 3 Subsurface Sewage Disposal System Form - Not for Voluntary Assessments 129 Island Ave. Property Address Pittsburg National Bank Trust Owner Owners Name information is required for Hyannisport MA 02647 January 6, 2009 every page. Citylrown State Zip Code Date of Inspection Inspection results must be submitted on this form. Inspection forms may not be altered in any way. Important: A. General Information �A When filling out Si �� t forms on the computer,use 1. Inspector: only the tab key to move your Patrick M. O'Connell cursor-do not Name of Inspector use the return key. Septic Inspection Services Co. Company Name ' l� 189 Cammett Road 1' Company Address ' Marstons Mills MA City/Town State 508-428-1779 S1 12855 Telephone Number License Number B. Certification I certify that I have personally inspected the sewage disposal system at this address and that the information reported below is true, accurate and complete as of the time of the inspection. The inspection was performed based on my training and experience in the proper function and maintenance of on site sewage disposal systems. I am a DEP approved system inspector pursuant to Section 15.340 of Title 5 (310 CMR 15.000). The system: ❑ Passes ❑ Conditionally Passes ® Fails ❑ Needs Further Evaluation by the L al Approving Authority January 6, 2009 Ins ector's Signatur Date The system inspector shall submit a copy of this inspection report to the Approving Authority (Board of Health or DEP) within 30 days of completing this inspection. If the system is a shared system or has a design flow of 10,000 gpd or greater, the inspector and the system owner shall submit the report to the appropriate regional office of the DEP. The original should be sent to the system owner and copies sent to the buyer, if applicable, and the approving authority. ****This report only describes conditions at the time of inspection and under the conditions of use at that time. This inspection does not address how the system will perform in the future under the same or different conditions of use. 09-02 PNBT.doc•08/06 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 1 of 15 f Commonwealth of Massachusetts Title 5 Official Inspection Form - p Subsurface Sewage Disposal System Form - Not for Voluntary Assessments 129 Island Ave. Property Address Pittsburg National Bank Trust Owner Owner's Name information is H annis ort MA 02647 January 6, 2009 required for y p ry every page. Cityrrown State Zip Code Date of Inspection B. Certification (cont.) Inspection Summary: Check A,B,C,D or E/always complete all of Section D A) System Passes: ❑ I have not found any information which indicates that any of the failure criteria described in 310 CMR 15.303 or in 310 CMR 15.304 exist. Any failure criteria not evaluated are indicated below. Comments: B) System Conditionally Passes: ❑ One or more system components as described in the"Conditional Pass" section need to be replaced or repaired. The system, upon completion of the replacement or repair, as approved by the Board of Health, will pass. Answer yes, no or not determined (Y, N, ND) in the ❑ for the following statements. If"not determined," please explain. ❑ The septic tank is metal and over 20 years old* or the septic tank (whether metal or not) is structurally unsound, exhibits substantial infiltration or exfiltration or tank failure is imminent. System will pass inspection if the existing tank is replaced with a complying septic tank as approved by the Board of Health. *A metal septic tank will pass inspection if it is structurally sound, not leaking and if a Certificate Mof Compliance indicating that the tank is less than 20 years old is available. ND Explain: ❑ Observation of sewage backup or break out or high static water level in the distribution box due to broken or obstructed pipe(s) or due to a broken, settled or uneven distribution box. System will pass inspection if(with approval of Board of Health): ❑ broken pipe(s) are replaced ❑ obstruction is removed 09-02 PNBT.doc-08/06 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 2 of 15 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments 129 Island Ave. Property Address Pittsburg National Bank Trust Owner Owners Name information is required for Hyannisport MA 02647 January 6, 2009 every page. City/Town State Zip Code Date of Inspection B. Certification (cont.) B) System Conditionally Passes (cont.): ❑ distribution box is leveled or replaced ND Explain: ❑ The system required pumping more than 4 times a year due to broken or obstructed pipe(s). The system will pass inspection if(with approval of the Board of Health).- broken pipe(s) are replaced ❑ obstruction is removed ND Explain: C) Further Evaluation is Required by the Board of Health: ❑ Conditions exist which require further evaluation by the Board of Health in order to determine if the system is failing to protect public health, safety or the environment. 1. System will pass unless Board of Health determines in accordance with 310 CMR 15.303(1)(b) that the system is not functioning in a manner which will protect public health, safety and the environment: ❑ Cesspool or privy is within 50 feet of a surface water ❑ Cesspool or privy is within 50 feet of a bordering vegetated wetland or a salt marsh 2. System will fail unless the Board of Health (and Public Water Supplier, if any) determines that the system is functioning in a manner that protects the public health, safety and environment: ❑ The system has a septic tank and soil absorption system (SAS) and the SAS is within 100 feet of a surface water supply or tributary to a surface water supply. ❑ The system has a septic tank and SAS and the SAS is within a Zone 1 of a public water supply. ❑ The system has a septic tank and SAS and the SAS is within 50 feet of a private water supply well. 09-02 PNBT.doc•08/06 Title 5 Official Inspection Form Subsurface Sewage Disposal System•Page 3 of 15 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments �.. 129 Island Ave. Property Address Pittsburg National Bank Trust Owner Owner's Name information is required for Hyannisport _MA 02647 January 6, 2009 every page. City/Town State Zip Code Date of Inspection B. Certification (cont.) C Further Evaluation u tton is Required by the Board of Health (cont.): ❑ The system has a septic tank and SAS and the SAS is less than 100 feet but 50 feet or more from a private water supply well". Method used to determine distance: ** This system passes if the well water analysis, performed at a DEP certified laboratory, for coliform bacteria indicates absent and the presence of ammonia nitrogen and nitrate nitrogen is equal to or less than 5 ppm, provided that no other failure criteria are triggered. A copy of the analysis must be attached to this form. 3. Other: D) System Failure Criteria Applicable to All Systems: You must indicate "Yes" or "No" to each of the following for all inspections: Yes No ❑ ® Backup of sewage into facility or system component due to overloaded or clogged SAS or cesspool ❑ ® Discharge or ponding of effluent to the surface of the ground or surface waters due to an overloaded or clogged SAS or cesspool ❑ ® Static liquid level in the distribution box above outlet invert due to an overloaded or clogged SAS or cesspool ❑ ® Liquid depth in cesspool is less than 6" below invert or available volume is less than_day flow El ® Required pumping more than 4 times in the last year NOT due to clogged or obstructed pipe(s). Number'of times pumped: ❑ ® Any portion of the SAS, cesspool or privy is below high ground water elevation. ❑ ® Any portion of cesspool or privy is within 100 feet of a surface water supply or tributary to a surface water supply. 09-02 PNBT.doc•08/06 Title 5 Official Inspection Form:Subsurface Sewage Disposal System-Page 4 of 15 _ dJ Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments 129 Island Ave. Property Address Pittsburg National Bank Trust Owner Owner's Name information is H annis Oft required for Y P MA 02647 January 6, 2009 every page. City/Town State Zip Code Date of Inspection B. Certification (Cont.) D) System Failure Criteria Applicable to All Systems (cont.): Yes No ❑ ® Any portion of a cesspool or privy is within a Zone 1 of a public well. ❑ ® Any portion of a cesspool or privy is within 50 feet of a private water supply well. ❑ ® Any portion of a cesspool or privy is less than 100 feet but greater than 50 feet from a private water supply well with no acceptable water quality analysis. [This system passes if the well water analysis, performed at a DEP certified laboratory, for fecal coliform bacteria indicates absent and the presence of ammonia nitrogen and nitrate nitrogen is equal to or less than 5 ppm, provided that no other failure criteria are triggered. A copy of the analysis and chain of custody must be attached to this form.] ❑ ® The system is a cesspool serving a facility with a design flow of 2000gpd- 10,000gpd. ® ❑ The system fails. I have determined that one or more of the above failure criteria exist as described in 310 CMR 15.303, therefore the system fails. The system owner should contact the Board of Health to determine what will be necessary to correct the failure. E) Large Systems: To be considered a large system the system must serve a facility with a design flow of 10,000 gpd to 15,000 gpd. For large systems, you must indicate either"yes"or"no" to each of the following, in addition to the questions in Section D. Yes No EJ ❑ the system is within 400 feet of a surface drinking water supply ❑ ❑ the system is within 200 feet of a tributary to a surface drinking water supply El ❑ the system is located in a nitrogen sensitive area (Interim Wellhead Protection Area— IWPA) or a mapped Zone II of a public water supply well If you have answered "yes" to any question in Section E the system is considered a significant threat, or answered "yes" in Section D above the large system has failed. The owner or operator of any large system considered a significant threat under Section E or failed under Section D shall upgrade the system in accordance with 310 CMR 15.304. The system owner should contact the appropriate regional office of the Department. 09-02 PN8T.doc•08/06 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 5 of 15 n Commonwealth of Massachusetts W Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 129 Island Ave. Property Address Pittsburg National Bank Trust Owner Owner's Name information is H annls Ort required for Y P MA 02647 January 6, 2009 every page. City/Town State Zip Code Date of Inspection C. Checklist Check if the following have been done. You must indicate"yes" or"no" as to each of the following. Yes No ❑ ® Pumping information was provided by the owner, occupant, or Board of Health ❑ ® Were any, of the system components pumped out in the previous two weeks? ❑ ® Has the system received normal flows in the previous two week period? ❑ ® Have large volumes of water been introduced to the system recently or as part of this inspection? ❑ ® Were as built plans of the system obtained and examined? (If they were not available note as N/A) ® ❑ Was the facility or dwelling inspected for signs of sewage back up? ® ❑ Was the site inspected for signs of break out? ® ❑ Were all system components, excluding the SAS, located on site? ® ❑ Were the septic tank manholes uncovered, opened, and the interior of the tank inspected for the condition of the baffles or tees, material of construction, dimensions, depth of liquid, depth of sludge and depth of scum? ® ❑ Was the facility owner(and occupants if different from owner) provided with information on the proper maintenance of subsurface sewage disposal systems? The size and location of the Soil Absorption System (SAS)on the site has been determined based on: ❑ ❑ Existing information. For example, a plan at the Board of Health. ❑ ❑ Determined in the field (if any of the failure criteria related to Part C is at issue approximation of distance is unacceptable) [310 CMR 15.302(5)] 09-02 PNBT.doc•08/06 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 6 of 15 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage _Disposal System p y m Form Not for Voluntary Assessments 129 Island Ave. Property Address Pittsburg National Bank Trust Owner Owners Name information is H annis Oft required for Y p MA 02647 January 6, 2009 every page. CityfTown State Zip Code Date of Inspection D. System Information Residential Flow Conditions: Number of bedrooms (design): N/A Number of bedrooms (actual): 2 DESIGN flow based on 310 CM 15.203 (for example: 110 gpd x#of bedrooms): Unknown Number of current residents: 0 Does residence have a garbage grinder? ❑ Yes ® No Is laundry on a separate sewage system? [if yes separate inspection required] ❑ Yes ® No Laundry system inspected? ❑ Yes ❑ No Seasonal use? ® Yes ❑ No Water meter readings, if available (last 2 years usage (gpd)): Sump pump? ❑ Yes ® No Last date of occupancy: Unknown Date Commercial/Industrial Flow Conditions: Type of Establishment: Design flow(based on 310 CMR 15.203): Gallons per day(gpd) Basis of design flow (seats/persons/sq.ft., etc.): Grease trap present? ❑ Yes ❑ No Industrial waste holding tank present? ❑ Yes ❑ No Non-sanitary waste discharged to the Title 5 system? ❑ Yes ❑ No Water meter readings, if available: Last date of occupancy/use: Date Other(describe): 09-02 PNBT.doc•08/06 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 7 of 15 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments 129 Island Ave. Property Address Pittsburg National Bank Trust Owner Owner's Name information is H annis Ort required for Y p MA 02647 January 6, 2009 every page. City/Town State Zip Code Date of Inspection D. System Information (cont.) General Information Pumping Records: Source of information: None Was system pumped as part of the inspection? ❑ Yes ® No If yes, volume pumped: gallons How was quantity pumped determined? Reason for pumping: Type of System: ❑ Septic tank, distribution box, soil absorption system ® Single cesspool ❑ Overflow cesspool ❑ Privy ❑ Shared system (yes or no) (if yes, attach previous inspection records, if any) ❑ Innovative/Alternative technology. Attach a copy of the current operation and maintenance contract (to be obtained from system owner) ❑ Tight tank. Attach a copy of the DEP approval. ❑ Other (describe): Approximate age of all components, date installed (if known) and source of information: Unknown Were sewage odors detected when arriving at the site? ❑ Yes ® No 09-02 PNBT.doc-08/06 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 8 of 15 Commonwealth of Massachusetts = Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments 129 Island Ave. Property Address Pittsburg National Bank Trust Owner Owners Name information is required for Hyannisport MA 02647 January 6, 2009 every page. City/Town State Zip Code Date of Inspection D. System Information (cont.) Building Sewer(locate on site plan): Depth below grade: 1 feet Material of construction: ® cast iron ❑ 40 PVC ❑ other(explain): Distance from private water supply well or suction line: feet Comments (on condition of joints, venting, evidence of leakage, etc.): Septic Tank (locate on site plan): Depth below grade: feet Material of construction: ❑ concrete ❑ metal ❑ fiberglass ❑ polyethylene ❑ other(explain) If tank is metal, list age: years Is age confirmed by a Certificate of Compliance? (attach a copy of certificate) ❑ Yes ❑ No -------------------------------------------------------------------------------------------------------------- Dimensions: Sludge depth: Distance from top of sludge to bottom of outlet tee or baffle Scum thickness Distance from top of scum to top of outlet tee or baffle Distance from bottom of scum to bottom of outlet tee or baffle How were dimensions determined? 09-02 PNBT.doc-08106 Title 5 Official Inspection Form.Subsurface Sewage Disposal System-Page 9 of 15 Commonwealth of Massachusetts Title 5 Official Inspection Fora Subsurface Sewage Disposal System Form - Not for Voluntary Assessments 129 Island Ave. Property Address Pittsburg National Bank Trust Owner Owners Name information is H annis ort required for Y P MA 02647 January 6, 2009 every page. City/Town State Zip Code Date of Inspection D. System Information (cont.) Comments (on pumping recommendations, inlet and outlet tee or baffle condition, structural integrity, liquid levels as related to outlet invert, evidence of leakage, etc.): Grease Trap (locate on site plan): Depth below grade: feet Material of construction: ❑ concrete ❑ metal ❑ fiberglass ❑ polyethylene El other(explain).- Dimensions: Scum thickness Distance from top of scum to tcp of outlet tee or baffle Distance from bottom of scum to bottom of outlet tee or baffle Date of last pumping: Date Comments (on pumping recommendations, inlet and outlet tee or baffle condition, structural integrity, liquid levels as related to outlet invert, evidence q t, a dence of leakage, etc.): Tight or Holding Tank (tank must be pumped at time of inspection) (locate on site plan): Depth below grade: Material of construction: ❑ concrete ❑ metal ❑ fiberglass ❑ polyethylene ❑ other(explain): 09-02 PNBT.doc•08106 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 10 of 15 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments °�M e 129 Island Ave. Property Address Pittsburg National Bank Trust Owner Owner's Name information is required for Hyannisport MA 02647 January 6, 2009 every page. City/Town State Zip Code Date of Inspection D. System Information (cont.) Tight or Holding Tank (cont.) Dimensions: Capacity: gallons Design Flow: gallons per day Alarm present: ❑ Yes ❑ No Alarm level. Alarm in working order: ❑ Yes ❑ No Date of last pumping: Date Comments (condition of alarm and float switches, etc.): Attach copy of current pumping contract (required). Is copy attached? ❑ Yes ❑ No Distribution Box (if present must be opened) (locate on site plan): Depth of liquid level above outlel invert Comments (note if box is level and distribution to outlets equal, any evidence of solids carryover, any evidence of leakage into or out of box, etc.): Pump Chamber(locate on site plan): Pumps in working order: ❑ Yes ❑ No Alarms in working order: ❑ Yes ❑ No 09-02 PNBT.doc-08/06 Title 5 Official Inspection Form:Subsurface Sewage Disposal System-Page 11 of 15 I Commonwealth of Massachusetts �.WTitle 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments "s 129 Island Ave. Property Address Pittsburg National Bank Trust Owner Owners Name information is required for Hyannisport MA 02647 January 6, 2009 every page. Cityfrown State Zip Code Date of Inspection D. System Information (cont.) Comments (note condition of pump chamber, condition of pumps and appurtenances, etc.): Soil Absorption System (SAS) (locate on site plan, excavation not required): If SAS not located, explain why: Type: ❑ leaching pits number: ❑ leaching chambers number: ❑ leaching galleries number: ❑ leaching trenches number, length: ❑ leaching fields number, dimensions: ❑ overflow cesspool number: ❑ innovative/alternative system Type/name of technology.- Comments (note condition of soil, signs of hydraulic failure, level of ponding, damp soil, condition of vegetation, etc.): 09-02 PNBT.doc•08/06 Title 5 Official Inspection Form:Subsurface Sewage Disposal System-Page 12 of 15 f Commonwealth of Massachusetts I Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments 129 Island Ave. Property Address Pittsburg National Bank Trust Owner Owners Name information is required for Hyannisport MA 02647 January 6, 2009 every page. Cltylrown State Zip Code Date of Inspection D. System Information (cont.) Cesspools (cesspool must be pumped as part of inspection) (locate on site plan): Number and configuration One single Depth—top of liquid to inlet invert 6' Depth of solids layer 011 Depth of scum layer 011 Dimensions of cesspool 6x6 Materials of construction Precast Indication of groundwater inflow. ❑ Yes ® No Comments (note condition of soil, signs of hydraulic failure, level of ponding, condition of vegetation, etc.): Single cesspool automatically fails per town standards Privy (locate on site plan): Materials of construction: Dimensions Depth of solids Comments (note condition of soil, signs of hydraulic failure, level of ponding, condition of vegetation, etc.): 09-02 PNBT.doc•08/06 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 13 of 15 • � Commonwealth of Massachusetts Title 5 Official Inspection Form =I Subsurface Sewage Disposal System Form - Not for Voluntary Assessments 129 Island Ave. \ = Property Address ---------- -------------- PittsburgNational Bank Trust - Owner --- -- -----------— ------------— Owner's Name information is required for Hyannisport MA 02647 — January 6, 2009 every page. City/Town State Zip Code Date of Inspection D. System y m Information (cont.) Sketch Of Sewage Disposal System: Provide a sketch of the sewage disposal system including ties to at least two permanent reference landmarks or benchmarks. Locate all wells within 100 feet. Locate where public water supply enters the building. 14 36 iy' Water Service Island A ve. ' Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments wM 129 Island Ave. Property Address Pittsburg National Bank Trust Owner Owner's Name information is required for Hyannisport MA 02647 January 6, 2009 every page. City/Town State Zip Code Date of Inspection D. System Information (cont.) Site Exam: ® Check Slope ® Surface water ® Check cellar ® Shallow wells Estimated depth to ground water: N/A feet Please indicate all methods used to determine the high ground water elevation: ❑ Obtained from system design plans on record If checked, date of design plan reviewed: Date ❑ Observed site (abutting property/observation hole within 150 feet of SAS) ❑ Checked with local Board of Health - explain: ❑ Checked with local excavators, installers - (attach documentation) ❑ Accessed USGS database -explain: You must describe how you established the high ground water elevation: { 09-02 PNBT.doc-08/06 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 15 of 15 Town of Barnstable Geographic Information System April 10,2009 ` O X 10. X 4.09 X 10.48 X 10.1 7� �j X 3 Nantucket Sound X 19.48 �Q DISCLAIMERS:This map is for planning purposes only. It is not adequate for legal Map:265 Parcel:018002 - a boundary determination or regulatory interpretation. Enlargements beyond a scale of Owner:PITTSBURGH NATIONAL BANK TR Total Assessed Value:$2995500 Selected Parcel 1"=100'may not meet established map accuracy standards. The parcel lines on this map E. are only graphic representations of Assessor's tax parcels. They are not true property Co-Owner:C/O PNC REALTY SERVICES Acreage:0.26 acres Abutters boundaries and do not represent accurate relationships to physical features on the map Location:129 ISLAND AVENUE such as building locations. Buffer P�°F THE Town of Barnstable + BARNSTABLE. ` 9� MASS. 39 �6gq. Board of Health �� Alf M A, 200 Main Street, Hyannis MA 02601 Office: 508-862-4644 Wayne Miller,M.D. FAX: 508-790-6304 Paul Canniff,D.M.D. Junichi Sawayanagi March 17, 2014 Mr. Stephen Wilson, P.E. Baxter Nye Engineering and Surveying 78 North Street Hyannis, MA 02601 RE: 119 and 129 Island Avenue, Squaw Island Hyannisport A= 265-018-001 and 002 Dear Mr. Wilson, You are granted permission to construct an onsite sewage disposal system onto 119 Island Avenue Hyannisport, on behalf of your client Wolfram Vedder (hereinafter the "Owner"), with the following conditions: (1) Lots 119 and 129 Island Avenue, Squaw Island, Hyannisport, (hereinafter the "lots") shall be placed under the same ownership and proof of same shall be submitted to the Health Agent prior to obtaining a disposal works construction permit. (2) No more than a maximum of three (3) bedrooms are authorized at 129 Island Avenue, Hyannisport. Dens, study rooms, offices, finished attics, sleeping lofts, and similar-type rooms are considered "bedrooms" according to the MA Department of Environmental Protection. (3) The Owner shall execute and record at the Barnstable County Registry of Deeds, a deed restriction, approved by the Town Attorney, restricting the property at 129 Island Avenue to a maximum of three (3) bedrooms. A copy of the recorded deed restriction shall be submitted to the Health Agent prior to obtaining a disposal works construction permit. (4) The Owner shall execute and record at the Barnstable County Registry of Deeds, a deed restriction on both lots, approved by the Town Attorney, requiring that in the event one these two parcels are conveyed into separate ownership, an easement shall be placed onto the 119 Island Avenue lot for the new septic system location on this lot. (5) The septic system shall be installed in substantial conformance with revised engineered plans dated February 24, 2014. The new proposed Q:\WPFILES\VedderWilson2Ol4RevisedPlansApproved.doc J septic system shall be installed greater than one-hundred feet away from any wetlands. (6) The designing engineer shall supervise the construction of the. onsite sewage disposal system and shall certify in writing to the Board of Health that the system was installed in substantial compliance with the revised plans dated February 24, 2014. This permission is granted, without the necessity of granting variance relief, based upon the agreement of the Owner that both lots will be placed under the same ownership and that restrictions will be recorded limiting the number of bedrooms on 129 Island Avenue to a maximum of three and requiring that in the event of conveyance of either of the lots into separate ownership, an easement shall be placed onto the 119 Island Avenue lot for the new septic system location at this lot. Siklys, If W6 n;tn iller, .D. Chair 1 Q:\WPFILES\Ved der W ilson20l 4RevisedPlansApproved.doe IKE rp� Town of Barnstable * SARNSIAHLF, 039. Board of Health 200 Main Street, Hyannis MA 02601 Office: 508-862-4644 Wayne Miller,M.D. FAX: 508-790-6304 Paul Canniff,D.M.D. Junichi Sawayanagi September 4, 2013 Mr. Stephen Wilson, P.E. Baxter Nye Engineering and Surveying 78 North Street L Hyannis, MA 02601 � RE: 1 119 and 129 Island Avenue, Squaw Island Hyannisport A= 265-018- `001 and 002 r . Dear Mr. Wilson, You are granted permission to construct an onsite sewage disposal system onto 119 Island Avenue Hyannisport, on behalf of your client Wolfram Vedder (hereinafter the "Owner"), with the following conditions: (1) Lots 119 and 129 Island Avenue, Squaw Island, Hyannisport, (hereinafter the "lots") shall be placed under the same ownership and proof of same shall be submitted to the Health Agent prior to obtaining a disposal works construction permit. (2) No more than a maximum of three (3) bedrooms are authorized at 129 Island Avenue, Hyannisport. Dens, study rooms, offices, finished attics, sleeping lofts, and similar-type rooms are considered "bedrooms" according to the MA Department of Environmental Protection. (3) The Owner shall execute and record at the Barnstable County Registry of Deeds, a deed restriction, approved by the Town Attorney, restricting the property at 129 Island Avenue to a maximum of three (3) bedrooms. A copy of the recorded deed restriction shall be submitted to the Health Agent prior to obtaining a disposal works construction permit. (4) The Owner shall execute and record at the Barnstable County Registry of Deeds, a deed restriction on both lots, approved by the Town Attorney, requiring that in the event one these two parcels are conveyed into separate ownership, an easement shall be placed onto the 119 Island Avenue lot for the new septic system location on this lot. C:\cache\Temporary Internet Files\OLKFMRcvVedderPermission2013 rev.doc i � o f e (5) The septic system shall be installed in substantial conformance with engineered plans dated June 21, 2013. The new proposed septic system shall be installed greater than one-hundred feet away from any wetlands. (6) 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 June 21, 2013. This permission is granted, without the necessity of granting variance relief, based upon the agreement of the Owner that both lots will be.placed under the same ownership and that restrictions will be recorded limiting the number of bedrooms on 129 Island Avenue to a maximum of three and requiring that in the event of conveyance of either of the lots into separate ownership, an easement shall be placed onto the 119 Island Avenue lot for the new septic system location at this lot. Sincerely yours, Wayne Miller, M.D. Chairman CAcacheJemporary Intemet Files\OLKFE\RevVedderPermission2013 rev.doc McKean, Thomas From: Miorandi, Donna Sent: Tuesday, February 25, 2014 9:31 AM To: 'Stephen Wilson' Cc: McKean, Thomas; Crocker, Sharon Subject: 119 & 129 Island Ave., Hyannis Hi Steve, We are good with the plans for this address except that the existing outdoor shower must be connected to the septic system if shown on the plan unless you revise it to read outside"rinse station" 1 Baxter Nye Engineering and St rveying 78 North Street,Hyannis;Massachusetts 02,601 February 14th Board of Health Town Offices 200 Main Street Hyannis,.Massachusetts 02601' Re: 119 &.f 29 Island Avenue; Squaw Island,Hyannis Port Members of the:Board,. On.behalf of my client and,current owner of 129 Island Avenue, Wolfram Vedder, I am submitting for your review a revised.septic system plan(for approval) for the above noted location. The proposed changes consist of: . The proposed new guest cottage will now have a slab foundation instead of 'a crawl space: A.pump chamber has been added. e The locations of the primary leaching system and reserve area have been swapped. All components of the system are still located over 100' away from the coastal bank so that no variances from Title V or Board of Health regulations are needed. I will be at the March 11' meeting tordiscuss.this item with you. Sincerely, e Step en A.Wilson;P.E. cc W. Vedder, T. Schilling, Esq., I. Bereznicki, C. Ashworth '' #2011-067:01 BOHLetter4.doc TRANSMITTAL BAXTER NYE ENGINEERING & SURVEYING Registered Professional Engineers and.Land Surveyors 78 North Street,Yd Floor,Hyannis,MA 02601. Tel:(508)771-7502 Fax:(508)•771-7622 Date: February 26 ,2014- TO:Donna Miorandi. Total No.Pages: Health Dept. BN Job No.: 2011-067`01 200 Main Street. Subject:: Septic System Plan Hyannis,MA 119'& 129 Island Avenue. : Phone: Squaw Island, Hyannis Port cc: file We are sending you ®Attached ❑Under Separate Cover. ❑ Via Fax(No. of pages,including Transmittal Sheet) ❑First Class Mail Registered#: ❑'Overnight 0 Pick up Z Hand Delivery ..The following documents: Z Prints/Plans ❑ Order of Conditions . ❑ Variance Approval ❑,Recording Slip ❑Septic System Permit . n Notice of Intent'n Determination of Applicability n Other DATE COPIES NO. PAGES DESCRIPTION 2/24/14 4 Sets 2 Septic System Plan&Detail.Sheet(Revision 95) These items are transmitted as checked'below: ' Z For Your Use ❑ As Requested ® For your Files For Review And Comment ❑;For Recording ❑As Required Remarks: The outdoor shower is now a rinse station. Please see that these plans are forwarded to the Board. > Thanks. If you have any questions.or comments;:please do not hesitate to contact me directly at 508-771-7502;ext 13 or via email at.: swilson@baxter_nye.co 2011/20il-067/Admin/TransNedderBOHtrans3 2-26-2014 Note: This transmittal contains privileged information.Please contact the sender immediately if this transmittal is illegible, incomplete or not intended for your use.Thank you. I:\document templates/transmittal template t& Baxter Nye Engineering and Surveying 78 orth Street,Hyannis, Massachusetts 026011 // February 141h; 2014 Board of Health Town Offices 200 Main Street Hyannis, Massachusetts`02601 Re: 119 &129 Island Avenue,,Squaw Island, Hyannis Port Members of the Board, J • On behalf of my client and current owner of 129 Island Avenue;.Wolfram Vedder, I am submitting for review a revised septic system plan for approval) for the above noted location. 'your p Y p � pp ) The proposed changes.consist of: • The proposed new guest;cottage will now have a slab foundation instead of a crawl space. w. A pump chamber has been added. - The locations of the primary leaching system and reserve area have been swapped. All components of the system'are,still located over 100' away from the coastal bank so.that no variances from Title V or Board of Health regulations are needed. I will be at the March 11 cn.meeting to discuss this item with you.. Sincerely, r CD Stephen A. Wilson, P.E. r , _ r cc: W. Vedder, T. Schilling, Esq., I.Bereznicki, C. Ashworth #2011-067. -1 BOHLetter4'.doc Message Page 1 of 1 McKean, Thomas From: Weil, Ruth Sent: Friday, December 13, 2013 1:43 PM To: McKean,Thomas Subject: FW: Wolfram Vedder- 119 Island Avenue and 129 Island Avenue, Hyannis Port Importance: High For your records. Ruth J. Weil Town Attorney Town of Barnstable 367 Main Street Hyannis,MA 02601 508-8624620 (telephone) 508-8624724 (fax) The information contained in this electronic transmission ("e-mail") , including any attachment (the "Information") , may be confidential or otherwise exempt from disclosure. It is for the addressee only. This Information may be privileged and confidential attorney work-product or a privileged and confidential attorney-client communication. The Information may also be deliberative and pre-decisicnal in nature. As such, it is for internal use only. The Information may not be disclosed without the prior written consent of the Town Attorney's Office of the Town of Barnstable. If you have received this e-mail by mistake, please notify the sender and delete it from your system. Please do not copy or forward it. Thank you for your cooperation. -----Original Message----- From: Martha Phillips [ma i Ito:martha@lawcapecod.com] Sent: Friday, December 13, 2013 1:21 PM To: Stephen Wilson; Weil, Ruth Cc: Craig Ashworth; Wolfram Vedder; Gwen McLendon Soileau; Theodore Schilling Subject: Wolfram Vedder- 119 Island Avenue and 129 Island Avenue, Hyannis Port Importance: High Attached are recorded copies of the Discharge of Mortgage,Quitclaim Deed and Deed Restriction for the above properties. Martha for Ted. ----------------------- Martha Phillips Law Offices of Theodore A. Schilling, P.C. 23 West Bay Road - Suite F Osterville, MA 02655 Tel: 508 775 0700 Fax: 508 775 0792 E-mail: Martha&lawcapecod.com Visit Our Website: www.lawcapecod.com IMPORTANT NOTICE:PURSUANT TO RECENTLY ENACTED U.S.TREASURY DEPARTMENT REGULATIONS(CIRCULAR 230),WE ARE NOW REQUIRED TO ADVISE YOU THAT,UNLESS OTHERWISE EXPRESSLY INDICATED,THIS WRITTEN ADVICE IS NOT INTENDED OR WRITTEN TO BE USED,AND CANNOT BE USED BY ANY TAXPAYER,FOR THE PURPOSE OF AVOIDING PENALTIES THAT MAY BE IMPOSED UNDER THE INTERNAL REVENUE CODE. -------------- CONFIDENTIALITY NOTICE This email and any attached documents contain information from The Law Offices of Theodore A.Schilling,P.C.,which is confidential and privileged.The information is intended to be for the use of the individual or entity named in this email.If you are not the intended recipient,be aware that any disclosure,copying,distribution or use of the contents of this email is prohibited.IF YOU HAVE RECEIVED THIS EMAIL IN ERROR,PLEASE NOTIFY US IMMEDIATELY BY TELEPHONE OR EMAIL. 2/14/2014 Total Pages: 1 Doc:1 s 237 r O98 12--13-2013 12=33 1?APiNSTABLE LAND COURT REGISTRY E- EL i u�iui��u�u0n silo imi u�ii m�ii�u�u mn iuu i�u ium�i im N Z RELEASE OF MORTGAGE Z WF HOME EQUITY 4:11704104701998"VEDDER" Barnstable,Massachusetts } KNOW ALL MEN BY THESE PRESENTS that WELLS FARGO BANK,N.A.whose address is 2324 = OVERLAND AVE,MAC#B6955-014,BILLINGS,MT 59102-6401 holder of a certain Mortgage, jwhose parties,dates and recording information are below, does hereby acknowledge that it has received iri Z full payment and satisfaction of the same,and in consideration thereof,does hereby cancel and discharge uj iQ said Mortgage. Q Z v Original Mortgagor: WOLFRAM VEDDER AND DEIDRE LYONS VEDDER -J N Original Mortgagee: WELLS FARGO BANK,N:A. o L Date Executed: 11/16/2007 Recorded: 11/29/2007 in BOOk/Reel/Liber:N/A Page/Folio:N/A as 6' < Instrument No.: 1,077,897,In the County of Barnstable,State of Massachusetts Original CT#: 183824 New CT#:N/A Property Address: 119 ISLAND AVENUE,HYANNISPORT,MA 02647 WELLS FARGO BANK,N.A. On December I Oth.2013 MtE HAELA L BA WE S,Vice President Loan Documentation STATE OF Montana COUNTY OF Yellowstone On December loth,2013,before me,STACY L HARMAN,allotary Public,personally appeared MICHAELA L BAUWENS,Vice President Loan Documentation,personally known to me(or proved to me on the basis of satisfactory evidence)to be the person(s)whose name(s)is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity,and that by his/her/their signature on the instrument the person(s),or the entity upon behalf of which the person(s)acted,executed the instrument WITNESS my hand and official seal, 6�}H?9 STACY L.HARMAN oYngiq �2 NOTARY PUBLIC for the State of Montana $EAI. :�. Residing at worden,Montana My Commission Expires StkC LAN 9lFOF MO�SP December 17,2016 Notary Expir : 12/17/2016 (Phis area for notarial seal) -rMG-rMGWFMH'12/10201310:10:12 AM'WFMC07WFMH0000000000000000205425'MABARNS'11704104701998 MASTATE_MORT REL-TMGWFMH' Recording Requested By: WELLS FARGO BANK,N.A. When Recorded Return.To: LIEN RELEASE DEPT WELLS FARGO BANK,N.A. HOME EQUITY SERVICING OPS P.O.BOX 31557 BILLINGS,MT 59107 Do._-1 a 237 n 099 12-13-2013 12233 Ct4P =202261 BAeRNSTABLE LAND COURT REGISTRY QUITCLAIM DEED I, WOLFRAM VEDDER, TRUSTEE of WVDV ISLAND AVENUE REALTY TRUST, under a Declaration of Trust dated November lq', 2009, registered with the Land Registration Office of the Barnstable County Registry of Deeds as Document No. 1,128, 575 of Austin, Texas for One Dollar ($1.00) consideration paid GRANT TO: WOLFRAM VEDDER, an undivided one-half interest, and DEIDRE LYONS VEDDER, an undivided one-half interest, as TENANTS IN COMMON, both of 5500 Cuesta Verde, Austin, Texas 78746 WITH QUITCLAIM COVENANTS, a certain parcel of land, together with the buildings thereon, situated at 129 Island Avenue, Barnstable (Hyannis Port) , Barnstable County, Massachusetts 02647, as shown on the hereinafter mentioned plan, described as follows: LOT C as shown on Land Court Plan: 15457-A. So much of said lot, as expressly or by implication of law, included in any of the ways or parts thereof, shown on Plan 15457-A is subject to the rights of all persons lawfully entitled thereto in and over the same. Subject to any and all public rights legally existing in and over the same below high water mark in Nantucket Sound. Said premises are subject to a restriction with the Town of, Barnstable Board of -Health restricting the premises to three (3) bedrooms to beregistered-herewith. Notice is also made as concerns the use of part of the adjoining property at 119 Island Road also owned by the grantees for a leaching area used in connection with the septic system on the herein described premise so that in the event of transfer an easement shall be granted allowing the same or notice that the entire system is then located on the herein described premise. Said premises are conveyed subject to and have the benefit of. any and all rights, rights of way, easements, reservations and restrictions of record insofar as the same may be in force and applicable. For title, see Certificate of Title No. 190105. I, Wolfram Vedder, Trustee of WVDV Island Avenue Realty Trust, hereby certify as follows: 1. I am the duly appointed Trustee of said Trust and have full power and authority to convey the property situated at 12.9 Island Avenue, Barnstable (Hyannis Port) , Barnstable County, MA 02647 and to execute, acknowledge and deliver any instrument or instruments as may be necessary and proper or incidental to the completion of the transfer for nominal consideration. 2. The Trust has not been terminated, altered or amended, except as may appear of record, and is still in full force and effect. 3. I am executing this certificate and performing the above act as recited herein pursuant to express direction of the beneficiaries of said Trust. 4. The beneficiaries of said Trust are of full age and competent to give said express direction. WITNESS my hand and seal this D day of November, 2013. WVDV ISLAND AVENUE REALTY TRUST Wolfram Vedder, Trustee STATE OF TEXAS County of CaJy$, SS. 2013 Before me, the undersigned Notary Public, personally appeared Wolfram Vedder, Trustee of WVDV Island Avenue Realty Trust, proved to me through satisfactory evidence of identification, which was a Texas driver's license, to be the person whose name is signed on the attached or preceding document, and acknowledged to me that he signed it voluntarily for its stated purpose. otary Public My commission expires: o-a�j� (affix Seal) , MY COMMISSION EXPIRES a,h Au9ust20,2014 DOCZ1p237,I00 12-13-2013 12:33 BARNSTABLE -AND COURT REGISTRY Revised 11/4/13 DEED RESTRICTION . WHEREAS, WOLFRAM VEDDER and DEIDRE LYONS VEDDER of 5500 Cuesta Verde, Austin, Texas 78746 are the Owners of both 119 and 129 Island Avenue, Barnstable (Hyannis Port) , Barnstable County, Massachusetts 02647, WHEREAS, WOLFRAM VEDDER and DEIDRE LYONS VEDDER as the owners of said property have agreed with the Town of Barnstable Board of Health to a restriction as to the number of bedrooms which can be included in the buildings located on said lot as a pre-condition to obtaining a disposal works construction permit in compliance with 310 CMR 15.000 State Environmental Code, Title V, Minimum Requirements for the Subsurface Disposal of Sanitary Sewage; 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 an ancillary building. _containing two bedrooms -on this- property wth_ran--existing—residence containing one bedroom, (existing residence now contains two )5edrooms,-° one to be removed at time of construction of ancillary building described above) is requiring that the agreement for the restriction on the number of bedrooms in the buildings on said lot be put on record with the Barnstable County Registry District of the Land Court by recording this document. NOW, THEREFORE; WOLFRAM VEDDER and DEIDRE LYONS VEDDER 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 with the land and be binding upon all successors .in title: 129 Island Avenue, Barnstable (Hyannis Port) , Barnstable County, Massachusetts may have upon the lot a house and new ancillary building with all buildings containing a total of no more than three (3) bedrooms. This restriction shall continue in full force and effect until such time as the Premises shall connect to Town sewer and there are no regulations at that time that limit the number of bedrooms to those existing at the time of the connection or said premises can have more than three bedrooms as may then be allowed as a matter of right, under state, regional and local law at which time, the Restriction shall become null and void. The Town of Barnstable may unilaterally re-record this restriction to extend the protections provided herein for an additional twenty (20) years, provided, however, that such re-recording shall occur prior to the expiration of thirty (30) years from the date of recording of this document. It is further agreed that WOLFRAM VEDDER and DEIDRE LYONS VEDDER agree that in the event said property (129 Island Avenue) or their adjoining property at 119 Island Avenue are to be transferred separate from the same ownership, an easement shall be granted over a portion of 119 Island road for the benefit of 129 Island Road property which shall have the legal right to maintain a leaching field and reserved area(as shown on the attached sketch plan Exhibit A)unless there is proof that the system can be maintained as a matter of right, under then applicable laws, entirely on 129 Island Avenue or that there is a public sewer connection. Said premise is described as follows: 129 Island Avenue as LOT C as shown on Land Court Plan: 15457-A. For title, see Certificate of Title No. 0 For description to adjoining land at 119 Island Road being Land as shown on Land court Plan 20487 -A I For Title see Certificate of Title No 183824 EXECUTED as a sealed instrument this day of November 2013 w L� WOLFRAM VEDDER DEIDRE LYONS VEDDER STATE OF TEXAS i County of � SS. NOVEMBER l0(T , 2013 Then personally appeared before me, the undersigned, WOLFRAM VEDDER and DEIDRE LYONS VEDDER proved to me through satisfactory evidence of identification, which were a Texas drivers' license, 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: p ' aQ-a0 (Affix seal) C:\MyFiles\Neagledd.restriction.doc "+ GWEN MCLENDON MY COMMISSION EXPIRES Aogust2D,2014 i •� \ i sl tE tiET DEC \ \ / ECK L jlNG 1 IN-9.63 a f OUT=9.SJ P, 0v H \\ f t t1P PUIdp�A 185i _ 15EeT33C,;rktIK / _ • 1 STONE RETAIMttGXIALL a i �r WA4� /HAYBALES HEDC`.` OF LARK: t IN PAVEMENT I INV MEMO5.87 Ira- �P4= __ - T99�6--- ` tMtQ GRASS 10 ���' � a. NFW Rfa1FORCED--'. TOP OF C TAL BA' r GRASS /AY---E C F, ® T— �1 __ •:..::.':::.;::;::`.::': ;::_:::::: TIED ST t —/f — / / :.•: 'K::::." '::S::i:".'�.�!= N----�W —_ V! —W —H• to '.r"�1 � � 'isBFI`_:11..�r'r:�iS.'•' ; :" ��;EG'; s s .>- �s �� �-EXISIINCBULKHEAO r� ':::' •::: 4"'PL'C SEN � �/�� •:.:PR�POSEU.GUEST_. .ARTERS"�--_. \ r iu t:::t;:s::: FF = 13,5;:s::'•'`;. �� BENCHMARK 1ST( AVII— > �:r ,;::: t::st_r::r:::. 7 WA SfR IfE STEPS ` UTy,LI�Y�r PARKING o�' ".':;IE$T PJT L� :;;;'t:_: r r a OUTC qa \ y d '1 PIT/I# •� r v H � � �I � ' v Y•✓5�1�33'O 0• t ����.a x lk \J / ' ULOT 0 k �� PROPOSED WATER SERVa IT OF 191.80 W WORICA MMALES PROPANE TANK TO LOT AREA TO FACE Of j PROPOSED R£TAWING WAIL BE REWOVFD CONCRETE SEAWALL PROPOSED RETAINWO WALL AND EXISTING STRUCTU 9.080 S(2. FT. LARCH ii.20O9 Ea Cnc fn•� > (. ✓n N/F STEPHEN W. KIDDER 0.2 ACRES ., .> TOF ISLAND AVE.) - - & MARK B. BFFANTE. TRS. BRAMBLETYDE TRUST MATSON, P.E. AIORANDI TEST PfT 2 -- S.E. T 9.5.t lk zo ,—o�� w Baxter Nye Engineering and Surveying 78 North Street, Hyannis,Massachusetts 02601 May 10", 2012 Board of Health Town Offices 200 Main Street Hyannis, Massachusetts 02601 Re: 129 Island Avenue, Squaw Island,Hyannis Port Members of the Board, On behalf of my client and current.owner of 129 Island Avenue, Wolfram Vedder, I am requesting an extension of the requirement to replace the existing cesspool with a new septic system. My client wishes to raze the existing house and construct a new house that will be further away from the sea wall. In addition to a septic permit approvals must be obtained from the following town agencies. • Historic Commission—Demolition Permit • Conservation Commission—Order of Conditions • Zoning Board of Appeals— Special Permit We estimate this process of obtaining all necessary approvals I am requesting that the Board rescind the variances granted for this lot at its April 10, 2009 meeting. If you have any comments or questions please call me at 508-771-7502; ext 13 or contact me at swilson@baxter-nye.com. Sin_cerel ; St en A. Wilson, P.E. r cc: W. Vedder, T. Schilling, Esq. #2011-067:01 BOHLetterldoc ti EXCERPT FROM THE BOARD OF HEALTH MEETING MINUTES 4/14/09: V. Septic Variance (New): A. Stephen Wilson, Baxter Nye Engineering, representing Pittsburgh National Bank, owner— 129 Island Avenue, Hyannis, Map/Parcel 265-018-002, 9,080 square feet lot, repair of failed septic system, setback variance to coastal bank. Stephen Wilson presented the new plan. The new plan has 1) removed the garbage disposal, 2) leach field measurement has been adjusted, 3) a riser was put on the D- Box, 4) the D-Box is 97 feet from the seawall in lieu of 100 feet, thus the variance for this was added, and 5) a locust map was added. Upon a motion duly made by Mr. Sawayanagi, seconded by Dr. Miller, the Board voted to approve the revised plan dated 4/1.4/09 with the following conditions: 1) a properly recorded 2-Bedroom Deed Restriction, and 2) supply the Public Health Division with a proper copy of the Deed Restriction. (Unanimously, voted in favor.) TRANSMITTAL BAXTER NYE ENGINEERING & SURVEYING Registered Professional Engineers and Land Surveyors 78 North Street,3`d Floor,Hyannis,MA 02601 Tel:(508)771-7502 Fax:(508)771-7622 Date:. February 10 th,2012 TO: Tom McKean Total No.Pages: Health Dept. BN Job No.: 2012-067:01 - 200 Main Street Subject: Wolfram Vedder Hyannis,Mass.02601 129 Island Avenue Phone: Squaw Island,Hyannis Port cc: files We are sending you E Attached ❑Under Separate Cover /1❑.Via Fax(No. of pages including Transmittal Sheet) J ❑,First Class Mail/Registered#: ❑ Overnight ❑Pickup E Hand Delivery The following documents: ®Prints/Plans , ❑ Order of Conditions ❑Variance Approval ❑ Recording Slip ❑ Septic System Permit ❑Notice of Intent n Determination of Applicability n Other DATE J COPIES NO. PAGES I DESCRIPTION 2-10-12 four one RDA-Septic Repair Plan These items are transmitted as checked below: ® For Your Use ❑As Requested ❑For your Files, ❑ For Review And Comment ❑For Recording ❑As Required Remarks: As per our phone conversation the septic system has been revised to have a three bedroom capacity. If you have any questions or comments,please do not hesitate to contact me directly at 508-771-7502;ext 13 or via email at swilsongbaxter-nye.com. f Ste n A. Wilson,P.E. ra V e dderB OHTransmittal.doC Note: This transmittal contains privileged information.Please contact the sender immediately if this transmittal is illegible, incomplete or not intended for your use.Thank you. IAdocument templates/transmittal template p. x Baxter Nye Engineering and Surveying February 2n1, 2012 I 20 Board of Health Town Offices 2.00 Main Street Hyannis, Massachusetts 02601 Re: 129 Island Avenue, Squaw Island, Hyannis Port Members of the Board; On behalf of my client and current owner of 129 Island Avenue, Wolfram Vedder, I am submitting a revised septic system upgrade plan. All components of the septic system have been relocated to be over 100 feet away from the seawall and no variances from the Board's Setback Requirements (360- 1) are required. I am requesting that the Board rescind the variances granted for this lot at its April 14t', 2009 meeting. If you have any comments or questions please call me at 508-771-7502; ext 13 or contact me at swilson@baxter-nye.com. Sincerely, 0 Ste en A. Wilson, P.E. r cc: W. Vedder, T. Schilling 42011-067:01 BOHLetter.doc 1 ,t Baxter Nye Engineering and Surveying February 2nd, 2012 02d Board of Health Town Offices 200 Main Street Hyannis, Massachusetts 02601 Re: 129 Island Avenue, Squaw Island, Hyannis Port Members of the Board, On behalf of my client and current owner of 129 Island Avenue, Wolfram Vedder, I am submitting a revised septic system upgrade plan. All components of the septic system have been relocated to be over 100 feet away from the seawall and no-variance-s-from the Board's Setback Requirements (360- 1) are required. I am requesting that the oard rescind the variances granted for this to at its April 14d', 2009 meeting. ` If you have any comments or questions please call me at 508-771-7502; ext 13 or contact me at swilson@baxter-nye.com. Sincerely, . O- Ste en A. Wilson, P.E. cc: W. Vedder, T. Schilling IP 92011-067:01 BOHLettendoc Town of Barnstable Barnstable -` Y y�P� w. \'s Board of Health � �;�aolry or RARNSTAULE�j C90 ��A55. J 200 Main Street, Hyannis MA 02601 O�i6�q0 \Ar — 2007 _ ED MCI-, Office: 508-862-4644 Wayne Miller,M.D. FAX: 508-790-6304 Paul Canniff,D.M.D. Junichi Sawayanagi October 24, 2011 --- Wolfram Vedder, Trustee WVDV Island Ave Realty Trust 5500 Cuesta Verde --_ Austin, TX 78746 RE: 129 Island Avenue, Hyannis, MA Map/Parcel 018 Dear Mr. Vedder: At the Board of Health meeting held on October 11, 2011, The Board voted to grant you an extension to upgrade your failed septic system because the house is vacant at this time. The Board voted to give you an additional nine (9) months to repair or replace.your septic system at 129 Island Avenue Hyannis, MA. Y v The septic system must be repaired or replaced before July 11, 2012. If the house remains vacant past this deadline and additional time is needed to replace the system,you may request another hearing for an extension from the Board. PE ORDER 0 THE BOARD OF HEALTH -- ayne ll*.D., Chain n - Q:\WPFILES\129 1sland Ave Hy Oct201 l.doc e . t� Town of Barnstable Barnstable 'THE rd4, O `�°�t Board of Health "F""'e'caci" D ► +'lA"ASS.S.""�'��} 200 Main Street, Hyannis MA 02601 MASS. A op i6�q. n m 2007 ATED MAt Office: 508-862-4644 Wayne Miller,M.D. FAX: 508-790-6304 Paul Canniff,D.M.D. Junichi Sawayanagi CERTIFIED MAIL # 7011 0470 0001 4525 5365 September 30, 2011. Wolfram Vedder, Trustee WVDV Island Ave Realty Trust 5500 Cuesta Verde Austin, TX 78746 YOU ARE SCHEDULED TO APPEAR BEFORE THE BOARD OF HEALTH on Tuesday, October 11, 2011 at 3pm in the Town Hall, Hearing Room, 2"d Floor, 367 Main Street, Hyannis, MA due to your failure to repair or replace the failed septic system at 129 Island Avenue, Hyannis, MA 02601. The State Environmental Code Title V requires all failed septic systems to be repaired or replaced within two years. The Town of Barnstable Board of Health has more stringent deadlines dependent upon the type of failure identified. In this case, the septic system has been in failure beyond the established deadline. You will be given the opportunity to testify, present witnesses, documentary evidence, and other official information regarding this case. PER ORDER OF THE BOARD OF HEALTH � Wayne Miller, M.D. Chairman S- 3 Q:\SEPTIC\Letters Septic Inspection Failures\129 Island Ave Hy 130H Oct2011.doc EXCERPT FROM BOARD OF HEALTH MEETING MINUTES 4/14/09: V. Septic Variance (New): A. Stephen Wilson, Baxter Nye Engineering, representing Pittsburgh National Bank, owner—:129 Island Avenue, Hyannis, Map/Parcel 265-018-002, 9,080 square feet lot, repair of failed septic system, setback variance to coastal bank. Stephen Wilson presented the-new plan. The new plan has 1) removed the garbage disposal, 2) leach field measurement has been adjusted, 3) a riser was put on the D- } Box, 4) the D-Box is 97 feet from the seawall in lieu of 100 feet, thus the variance for this was added, and 5) a locust map was added. Upon a motion duly made by Mr. Sawayanagi, seconded by Dr. Miller, the Board voted to approve the revised plan dated 4/14/09 with the following conditions: 1) a properly recorded 2-Bedroom Deed Restriction, and 2) supply the Public Health Division with a proper copy of the Deed Restriction. (Unanimously, voted in favor.) EXCERPT FROM BOARD OF HEALTH MEETING MINUTES 10/11/11: A. Wolfram Vedder, Trustee, WVDV Island Ave Realty Trust, owner— 129 Island Avenue, Hyannis, past deadline repair date. Attorney Theodore Schilling represented Mr. Vedder who was out of town. The first Mr. Vedder had heard of any septic issues was this past weekend. The prior owner was a bank which had begun addressing the issue of the single cesspool which had apparently resulted in the automatic failure. Stephen Wilson had presented the Board will a plan in April 2009 and the Board approved the variances with the condition of a two bedroom deed restriction. The bank did not " notify the.new owner of these events. Upon a motion duly made by Mr. Sawayanagi, seconded by Dr. Canniff, the Board voted to approve a nine-month extension for the septic repair. (Unanimously, voted in favor.) Q:\MINUTES\EXCERPT OF MINUTESExcerpt BOH 129 Island Ave Hy multiple dates.doc EXCERPT FROM BOH APRIL 14, 2009 Septic Variance (New): A. Stephen Wilson, Baxter Nye Engineering, representing Pittsburgh National Bank, owner— 129 Island Avenue, Hyannis, Map/Parcel 265-018-002, 9,080 square feet lot, repair of failed septic system, setback variance to coastal bank. Stephen Wilson presented the new plan. The new plan has 1) removed the garbage disposal, 2) leach field measurement has been adjusted, 3) a riser was put on the D- Box, 4) the D-Box is 97 feet from the seawall in lieu of 100 feet, thus the variance for this was added, and 5) a locust map was added. Upon a motion duly made by Mr. Sawayanagi, seconded by Dr. Miller, the Board voted to approve the revised plan dated 4/14/09 with the following conditions: 1) a properly recorded 2-Bedroom Deed Restriction, and 2) supply the Public Health Division with a proper copy of the Deed Restriction. (Unanimously, voted in favor.) s II APPLICANT: U11 4 So dt -ADDRESS: 1aa1 -1. Sli—i l AI T_ c,yr✓�r DESIGN FLOWN gpd REVIEWED BY: t A ,DATE: j0 N/A bK NO OEM Le al boundaries denoted [310 CMR 15.220(4)(a)] Street,Lot,tax parcel number and lot number noted on plan [310 CMR 15.220(4 u)] Locus Provided [310 CMR 15.22 4 Plan proper scale? 0"=40'for plo plans, 1"=20'or fewer for components) [310 CMR 15.220(4)] P�e>� f,,m oae4 :�C�; J" 3r le Easements shown [3it) CMR 15.220(4)(b)] System located totally on lot served [310 CMR 15.405(1)(a)for u ades]-i not, a variance is required [310 CMR 15.412(4)) 1� Location of impervious surfaces (driveways,parking areas etc.) [310 CMR 15.220(4)(d) Location all buildings existing and proposed 310 CMR 15.220(4)(c)] Location and dimensions of system components and reserve areas [310 CMR 15.220(4)(e)] S stem Calculations [310 CMR 15.220(4)(f)] dail flow se tic tank ca aci (re uired arid rovided) soil abso ' tion s stem (re uired and provided) whether s stem des; ned for arba e grindet North arrow [310 CMR 15.220(4)( )] Existing and proposed contours [310 CMR 15.220 4 does;,�c,°r�.w'� ( )( )] y Location and log of deep observation holes (existing grade el. on C�rS �` R each test) [310 CMR 15.220(4)(h)] '✓ Names of soil evaluator and BOH representative [310 CMR / lvc4e: 10L-SSpe 1)e� Lla nd (i)] V 1!Yi iorrwi�i ate of percolation tests (performed at proper Plms � PYrz-.�"' 0 CMR 15.220(4)(i)] � are ,M2fe✓� t results match loading rate? [31.0 CMR 15.242] ✓ stem b Soil Evaluator 310 CMR 15.220(4) ')] Observed and A jus ed groundwater(method for adjustment 1 given or indicated) [310 CMR 15.I03(3) and 310 CMR _ ? 15.220(4)(n)] me.�C Location of every water supply,public and private, [310 CMR �`r" 1 ! I A 15.220(4)(k)] n f� Address Sheet ] of 7 within 400 feet of the proposed system location in the case- of surface water supplies and gravel packed public water supply within 250 feet of the proposed system location in the case within 150 feet of the proposed system location in the case / of private water supply wells V Location of all surface waters and wetlands located up to 100 fft. beyond setbacks listed in 310 CMR 15.211 and any catch basins located within 50 ft. [310 CMR 15.220(4)(1)] V Water lines and other subsurface utilities located [310 CMR 15.220(4.)(m) (if waterline cross see 310 CMR 15.211(l)[1]) (/ Profile 6f system showing invert elevations of all system P�ti^!Sti components and the bottom of the SAS [310 CMR15.220(4)(0)] S °�^�,e Ivy�7�n Stam of desi er 310 CMR 15.220 1 and 310 CMR 15.220(2) u0e `'+rh Stamp of Registered Land Surveyor(required if construction activities within 5 ft. of lot line) [310 CMR 15.220(3)] Test Holes adequate(two in each of the primary and reserve unless trenches as permitted in 310 CMR 15.102(2)or as approved for an upgrade under LUA at 310 CMR 15.405 1 k) Test hole adequate to demonstrate four feet of suitable material? / [310 CMR 15.103(4)] v Test Holes adequate to confirm adequate groundwater separation 17 [310 CMR 15.103(3)] Benchmark within 50-75' of system [310 CMR 15.220(4)( )] /DO% Materials specifications noted? [various sections of 310 CMR �. 15.000] System components not> 36"deep(unless Local Upgrade Approval or LUA requested) 310 CMR 15.405(1(b) Address l Z TSB Sheet 2 of 7 014 k Size OK? f310 6MR 15.223(1)] Inlet tee located ten inches below flow line 310 CMR 15.227(6)] ('e 5�0 c�r�M Outlet tee 14"or 14"+ 5"per foot for increase ft depth [310 CMR X Outlet tee with gas baffle or approved filter [310 CMM 15.227(4)] Note regarding installation on stable compacted base [310 CMR 15.228(1)] Separation between inlet and outlet tees (no less than liquid depth) 310 CMR 15.227(2)] Inlet/Outlet elevations at least 12" above high groundwater (except as described 310 CMR 15.227(5)) or permitted for. upgrades under LUA [310 CMR 15.405(1)(k)] • Minimum cover 9" (Tanks buried more than 9"must have risers on all openings and on the d-box) [310 CMR 15.2228(1) and 31 CMR 15.232(3)(f)] Three access covers (inlet and outlet must be 20" or greater) - middle access at least 8" (b 7/07) [310 CMR 15.228(2)] V Access to within 6 " of grade - one port for systems<I 000gpd, two fors stems>1000 d 310 CMR 15.228(2)) All at-grade covers secured to unauthorized access? [310 CMR 15.228(2)] > 10 ft from building foundation [310 CMR 15.211(1)] Buoyancy calculation Required/Done [310 CMR 15.221(8)] H-20 Where appropriate? [310 CMR 15.226(3)] L/' Setbacks from resources [310 CMR 15.211] Required when other than single-family dwelling or flow>1000 g d [310 CMR 15.223(1)(b)] First compartment 200% daily flow; Second compartment 100% daily flow [310 CMR 15.224(2),and (3)] "U"pipe through or over baffle, outlet of each compartment with as baffle or approved filter[310 CMR 15.224(4)] Address )Ve_ Sheet of Located at least ten feet from any water Iine? [310 CMR 15.222(l) Disposal piping at least 18" below water line (when water and / sewer cross, see 310 CMR 15.211(1)[11) V Cleanouts required/provided ? [310 CMR 15.222(8)] Thrust blocks specified in force mains?310 CMR 15.221(6)(c)] Slope of sewer line not less than 0..01 (1/8"/ft) 0.02 preferable [310 CMR 15.222(6)] Proper pitch on all runs? (.005 within gravity-distributed trenches / and beds) [310 CMR 15.25 1 9 and 310 CMR 15.252(2)(c)] i/ Siphonproblem/(leachfield below pump chamber) Endca s or vent manifoldspecified? Size and orientation of discharge holes specified?(not smaller than 3/8"not larger than 5/8") [310 CMR 15.251(8)and 310 CMR 15.252(2)(h)] Materials specified (310 CMR 15.251(5)specifies various pipe types allowed Stable compacted base [310 CMR 15.22](2) and 310 CMR 15.232(2)(a)] Splash plate or baffle tee required on inlet/provided?(when pressure sewer to d-box or steep pitch of gravity sewer) [310 CMR 15.323(3)(a)] Riser if deeper than 9" [310 CMR 15.232(3)(0) Inside minimum dimension 12" [3I0 CMR 15.232(2)(b)] Minimum sum 6" [310 CMR15.232(3)(e)] Watertight cover if<2000gpd); waterproof manhole if>2000gpd / [310 CMR 15.232(3)(d)] V Capacity(emergency storage above working—design flow)? [310 CMR 231(2)] Proper setbacks [310 CMR 15.211 (same as septic tanks)] Watertight 20-in minium access manhole at least 20"MUST BE TO GRADE [310 CMR 15.231(5)] t� Service components accessible (riot too deep with piping; disc naects accessible) Alarm floats -alarm on circuit separate from um s s ecified? Exceeds two units must have two pumps operating in lead-lag / mode. [310 CMR 15.231(6) and (8)] t/ Stable Compacted Base [310 CMR 15.221(2)] Buoyancy calculations needed ?Provided? [310 CMR 15.221(8)] Address f ���� ;}1,Q Sheet 4 of 7 r ' v� O Calculations correct? 4 feet of naturally occurring material demonstrated? [310 CMR 15.240(1)] l� try 21 d iq Required separation togroundwater? [310 CMR 15.212)] Aggregate cified as double washed [310 CMR 15.247(2)] ,/' S` �° 0 61] System Venting}required/provided? (system under driveway or >36" deep) [310 CMR 15.241 l Inspection ports specified and within 3"final grade? [310 CMR / 15.240(13)] . i/ Breakout requirements met?(No violation of breakout elevation within 15 ft of SAS unless barrier) [310 CMR 15.211(1)[4] and Guidance Document] Chambers and Gal. in trench configuration supplied with inlet every 20 ft. [310 CMR 15.253(6)] Each structure with one inspection manhole (if>2000 gpd must be to rade) [310 CMR 15.253(2)] Aggregate I'minimum-4'maximum.1310 CMR 15.253(1)(b)] 2' sidewalI credit maximum [310 CMR 15.253(1)(a)] In bed configuration, inlet every. 40 s . ft. [310 CMR 15.253(6)] Width 2'minimum 3'maximum [310 CMR 15.251(1)(b)] 100 feet-maximum length 310 CMR 15.251 1 a ] Minimum separation 2x effective depth or width whichever neater(3x if reserve between trenches) [310 CMR 251 1)(d)] t/ Situated along contours [310 CMR 15.251(2)] t/ Breakout OK? [310 CMR 15.211(1)[4] and Guidance Document] minimum 2 distribution lines 310 CMR 15.252(2)(a)] Maximum separation between lines 6' 310 CM R15.252(2)(d)] Maximum separation between lines and outside of bed 4' [310 CMR 15.252(2)(e)] Aggregate depth below discharge pipes 6"minimum, 12" / (nnf IAA/a maximum. [310 CMR 15.252(2)(g)] Se aration between beds 10' minimum. [310 CMR 15.252(2)(f)] Bottom area used in calculations onl 310 CMR 15.252(2)(i)]- Address ! T-S Sheet 5 of 7 � k & Pressure Dosed System ? Provided pump and piping calculations as required [310 CMR 15:220(4)(r)] V Pressure dosing required on all systems>2000gpd or alternative systems under remedial approval [310 CMR 15.254(2)and I/A Remedial Use Approvals] . If used in gravelless system-make sure jet is directed as not to ` scour soil interface (Guidance Document] Inspections once per year(systems<2000 gpd) or quarterly >2000 d)good to note on plan 310 CMR 15.254(2)(d)] Construction in fi11 -Did the plan specify that the fill shall meet the specification of 310 CMR 15.255(3)? Impervious barrier and/or retaining wall.? Guidance Document Impervious barrier installation must be supervised by designer[310 CMR 15.255(2)(b)] Retaining wall must be designed by Registered Professional vnknvtJv► Engineer [310 CMR 15.255(2)(a)] Side slope not exceed 3:1 ? 310 CMR 15.255(2)] ,/ W11�Jio�JA 1 S rf Breakout requirements met? [310 CMR 15.252(2)and on A Guidance Document] At least 5 ft. from impervious barrier to edge of SAS (10 ft. / recommended) [3 J.0 CMR 15.255 (2)(e)]FU 1/ Check DEP Approval letters for credits and design conditions If used with pressure dosing do not allow pressure discharge / to scour soil interface Was DEP Approval Letter provided and/or have you / reviewed the letter for conditions? Is the technology being properly applied and does it meet all / DEP Approval Conditions? V Is there a note on the plan regarding the requirement for perpetual maintenance agreement? Any alarms involved on separate circuits Did the applicant submit an operation and maintenance / manual? V Has applicant submitted a co y of a maintenance 10 Are the variances listed on the plan ? [310 CMR 15.220 I l Q (4)()] �Qy c,�"I a-n J RLS Stamp necessary on plan if a component is within five / ,D'100 feet of property line [310 CMR 15.412(4)] L ,Vol New construction or increased flow proposed - [Refer to 310 CMR 15.4141 Address a`l sI�NG� AVE- Sheet 6 of 7 • 4 ' 1V0 Is the system in a Designated Nitrogen Sensitive Area(Zone II for a public supply well)? [310 CMR 15.214, 310 CMR 15.215 and 310 CMR 15.216 - also refer to Policy regarding upgrades of such existing systems] Is the system proposed on the same lot as served by private well ? / ` [310 CMR 15.214(2)] L Are the nitrogen loads proposed in compliance? [310 CMR 15.216(1)] . ,Pumpingto septic tank? [310 CMR 15.229 Shared System 310 CMR 15.290 a 1 I! ( -Deed r'4r�'C1 VA netirPr� DAre PR v'r4,4 — 1-e s7 � lef f fir} Sa7 ��� _ �? ��G�2 P�/� Tl �af? t� P _ �.�Cc. 4CM S-Q T P 1 = Q 0 Ye e®, TPA =00 'Weep �IH�f S4r � wJer -v b(t Alene observed A[ fjev "�T-�J�`hCfP G(n�r .��%� Inca�2r' L'�S•"r�ec � �" ��� l-✓� 4 rz r sk f ..�,�',: I A Mule : Ff(�ev ,p40.f CII ✓ i `` / J7� �`Q a,r� 01a Show�l a')-p(Ant Gtr'®J-,�� S, f Address T'sJ"C ILL Sheet 7 of 7 0 l dF DATE: FEE: + BARNSTAMX, + 1KAS3. s63 hP 'T REC. BY Town of Barnstable Board.of Health SCHED. DATE: � 200 Main Street, Hyannis MA 02601 Office: 508-862-4644 Wayne A.Miller,M.D. FAX: 508-790-6304 Paul J.Canniff,D.M.D. VARIANCE REQUEST FORM LOCATION Property Address: ' � -w-ZVLCk ' • Hn s vrt Assessor's Map and Parcel Number: ZbSLb/S—OD Z Size of Lot:_S,ZXQ ,5,.� Wetlands Within 300 Ft. Yes Business Name: No Subdivision Name: APPLICANT'S NAME: Pj66urjL% tioAtow-al 13ur+4e.Trs Phone Did the owner of the property authorize you to represent him orter? Yes )_ No PROPERTY OWNER'S NAME CONTACT PERSON Name:_p,4s 6u 56 /Ja h.,,1 2 a n k 7rS Name:Sicip1:uAi .1 s o•, P e . a Address: 1F.0.131c 11332.7, Ct rrolllm-j, Tic 7S0// Address:'$Qxk, Nun 78 f�or�L. St #ltia-+ras' '. Phone: Phone: VARIANCE FROM REGULATION List Reg.) REASON FOR VARIANCE-(May B� (May attach if more space ne:Cl c ( r+ufs64. SON 12ta_ 3ls�-J i Te al(o.., c sC�eF►eu.�tc Ae, fie. e�%$ t v �je}Lsecic Q�t_v+rt..u.n13 az -17 . G3 NATURE OF WORK: House Addition ❑❑❑❑❑❑ House Renovation q Repair of Failed Septic System Checklist (to be completed by office staff-person receiving variance request application) Please submit copies in 4 separate completed sets. Four(4)copies of the completed variance request form Four(4)copies of engineered plan submitted(e.g.septic system plans) — 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 (forTitle 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 _ Wayne Miller,Chairman NOT/'PROVED Paul J.Canniff,D.M.D. REASON FOR DISAPPROVAL C:\Documents and Settings\decollik\Local Settings\Temporary Internet Fi1es\0LK1\VARIREQ.D0C Town of Barnstable Geographic Information System March 16,2009 r -o Jr,'" mod° Y t 265006 zs5oo7 �� #20 #31 arm ; 265020 265002 'M1y 5 y, t 26 #0 # 6021 265005" 244001 w� t ..m:�,..,. #24„ 265004 10 d #0 �� s., _ h, 'M 2 032. 26 0 p. fSt #536 903 #25 265022, w„� ...�, .....��. _, .� M...•. .`t A ... `#90 265028 265029 #19 #fit` 265025 *265W ; #79 2650016 #0 #87 1 26501 265 0 19 ..'�i y'�(tlf.',: ;{rf ai•F.�.:�Y; irr.';•.:.:r.',I};:j 1 i 1[i.', �;::;i;: 11 9 ..-:85019::':i}'•`:.: :'S�•�'.�:.:`i:'i`;;;,a:.; :.;.; .•i:"':�;.. "`'':i':'••riiii;:�:'.i.: 0 104 Feet DISCLAIMERS:This map Is for planning purposes only. It Is not adequate for legal Map:265 Parcel:018002 Board of Health boundary determination or regulatory interpretation. Enlargements beyond a scale of Selected Parcel Abutter List Type -Direct abutters no set distance and the properties located 1'=100'may not meet established map accuracy standards. The parcel lines on this map � � P P are only graphic representations of Assessor's tax parcels. They are not true property across the street. Abutters boundaries and do not represent accurate relationships to physical features on the map such as building locations. Buffer Abutter$eport Page 1 of 1 Board of Health Abutter List for Map & Parcel(s): '265018002' Direct abutters (no set distance) and the properties located across the street. Total Count: 4 Close Map&Parcel Ownerl Owner2 Addressl Address 2 Mailing Country Deed CityStateZip 265008 HOLLOWAY,JULIE D 707 WEST RD NEW CANAAN, USA C140071 CT 06840 265018001 VEDDER, WOLFRAM VEDDER, DEIDRE 5500 CUESTA AUSTIN,TX C183824 LYONS VERDE 78746 265018002Miff SENVI N RT7 U Z.,,,, 3327 USA C117370 KIDDER, STEPHEN C/O PARK AGENCY, 330 MADISON NEW YORK,•NY 265019 W&ELEFANTE, BRAMBLETYDE TRUST INC AVE,STE 280 10017 USA 21989/38 MARK B TRS This list by itself does NOT constitute a certified list of abutters and is provided only as an aid to the determination of abutters.If a certified list of abutters is required,contact the Assessing Division to have this list certified.The owner and address data on this list is from the Town of Barnstable Assessor's database as of 3/16/2009. http://www.town.bamstable.ma.us/arcims/appgeoapp/AbutterReport.aspx?type=BOH 3/16/2009 y - 1 t Ll U AI Al ► - pv 6�� '' f WIAI t. j , ABUTTOR NOTIFICATION LETTER Date: March 19th, 2009 Re: Variance Request As an abutter please be advised that a Variance Request has been filed with the Barnstable Board of Health. Additional details are below: Applicant: Pittsburgh National Bank, Trs. Address: P.O. Box 113327 Carrollton, Texas 75011 Project Location: 129 Island Avenue, Squaw Island, Hyannis Port Assessor's Map & Parcel: Map 265; Parcel 018-002 Project Description: Construct new septic system to replace existing cesspool. Variances Requested: To allow a septic tank to be 48' from the top of a coastal bank in lieu of 100 feet(BOH regulation 360-1). Applicant's Agent: Stephen A. Wilson, P.E. Baxter Nye Engineering & Surveying 78 North Street Hyannis, Massachusetts 02601 Public Hearing: Hearing Room Town Hall—2nd Floor O 367 Main Street Hyannis, Massachusetts 02601 April 141h, 2009; 3:00 pm #2009-006 BOHV arianceAbuttondoc ZI ® oAllX- i µY - f" . - ru - m Postage $ Certified Fee C3 _-_.Av.. n Return Receipt Fee s a Postmark �7 (Endorsement Required) Here', Q p Restricted Delivery Fee { U 0— (Endorsement Required) m 0 C3 Total Postage&Fees -.$ o sent Stephen W.Kidder i Sven &Mark B Elefante Trs '-----------------------------------� orA C/o Park Agency Inc. j c 330 Madison Aye Ste 280 ----------------------------- New York,NY 10017 i a E3 rl ra ru.. 1raTCFI � ° 0 F° F I C°I ' M Postage $ M Postage $ OCertified Fee Certified Fee M Return Recelpt Fee Postmark p Retum Recei t Fee Postmark. O (Endorsement Required) ; Here 0 r3 p Here Q �. O (EndorsemantRequ'ved) t Restricted Delivery Fee I p Restricted Delivery Fee Q- (Endorsement Required) Q (Endorsement Required) i `<f�t1 O C3 Total Postage&Fees ,` N E3 Total Postage&Fees o senrrc Ln Wolfram Vedder o $eO Julie D.Holloway ---=-------.................... r%- sweet. 5500 Cuesta Verde "-'- '-'"' . o srrE 707 West Rd. _= - - orPOE Austin,TX 78746 ............................................ -- or New Canaan,CT 06840 crty SL ----------------=----------- City. t TIDAL - FLOOD PROFILES NEW ENGLAND-- COASTLINE P REPAREV,BY THE HYDRAULICS AND WATER 'QUALITY SECTION NEW ENGLAND DIVISION ' U.S. ARMY CORPS OF ENGINEERS SEPTEMBER 1988 r i CORPS.OF ENGINEERS 1 sNAlrwrNa B - U.S.ARMY N s !. \ p .r -CNItINAM ii CUM !V.NAIIB'IFN X.TP - HYANNIS YPNNOM CFNNIT ccNTERvaRA d RRnmrPasvatT , ` 'AT, P. :'Jest WO :�•` aP S p p N D �..; C unDIC Ia ,:. NOTE: ' arcramP a a srororo ra. 0 8 5 vc� NANTUCKET S. 0 I ! NEW ENGLAND COASTLINE ..,... ..^.... ...........,.. TIDAL FLOOD SURVEY "C.IA IN 8T.TVTe.Mnee BASE MAP FOR PROFILE NO. 9 1 vz o I e a ! e WNSTABLE,MASS. TO CHATHAM,MASS. aPannron a na<aN. e[r CNLIMe gPlElen,CPPPS a DIO.NR Ws SEPTENBER 1998. PLATE C-22 CORPS OF ENGINEERS U.S.ARMY LIASHPEE—` BAR NSTABLE YARMOUTM DENNIS HAR WICH CHATHAM MUSKEOET CHANNEL - NANTUCKET ATLANTIC OCEAN 90 Eo ` IS '�I�(cj a }gyp —f y[ Fy Q;—ffi'{{jo}}41 1 I I gIt 7 7 IS IT - IT IS IB i O IB 14 i i A I Ia . IE i `I I u —lDD YEAR'FAF AZ'Y TIDAL FLOOD1el _ ' I 1 11 II 1 OUTH-SHORE-OFXAU_COD ITIT- A HURRICANE OF SEPTEMBER 14-I5,1944 TIDAL FLOOD ro m ou. Io 10 i"'Bne Ine I , AEie 1 i I a a I Wi o B HURRICANE UROL`,AUGUST.31,1954 TIDAL FL OD Flu Q 2 0 I m ° '9e STORM OF MARCH 16-17,1986 TIDAL FLOOD NANTUCI(ET ISLAND LL NOTES: I PnoN v9w ro rsAR.v x T a^ lO YEAR'FAEOUENDY%DAL FLODD°I I � 1 3 a�rl�ona el�cino i�iiri sv iils±Tanee.- f w eD9 eA� 8 is FIXED REPCRcE AeOPTEO ja i HTANMRO H o w URRICANE OF SEPTEMBER 241938 TIDAL FLOOD M O[OOCTIC MNN i9RiORMERL­1n TN8 ON1TL0 RCPeRR[O TO > N[n A v[I IN HII DATVN,Wt ROT W A�&.Hm�R.VNVM19[RKB DATA A9lU8TBOTOVEI. J e j ! L ESEvr [A LBVEL coMIiWNe. W � � I G S r E, gg p /YEAR FAEOUENCY T/pEG FLDDON �' i I T� R I o ' D of IIP - i 1 !E > G AIXWSTBER O5 1936 MO NION ER. it I G AU6UST a1,19B4 HION WATER. SO H SHORE OF CAPE COO MEANS !NO'way WATERa1 ' a SEPTEMBER 14-13,1944 HIGH WATER. 9 i 9 W MARCH IB-HT,19 MGM MATER i NO NUMBER WENTIPIEB HIBN WATER HARE. 1 I I I 1 1 MEAN HIGH WATfR1A 1 ' MEAN WATER LEVEL 1 0 o NAT/ONAL GEODETIC VERTICAL DATUM°I -I { MEAN LOW WA i P -y1 -E I NEW ENGLAND COASTLINE TIDAL FLOOD SURVEY -a _ a' TIDAL FLOOD PROFILE NO. 9 BAP STABLE.MASS. TO CHATHAM,MASS. -4 .80 BO - 40 .. , 4B BO +° Etl4 OVnnireO0.eP tl1 min4n,'[ERs Drvlslox,wens STATUTE MILE$ - NANTUCKET SOUND rNA1,NA9A. PLATE C-23 r t: c rn,e 15.220: Preparation of Plans and Specifications E�/��{i v� Yfl�+rcG' JY`�S� v�d�fec �lut- 1 The plans and specifications.for every on-site system shall be prepared as follows: t � (1) Every system shall be designed by a Massachusetts Registered Professional Engineer or a IYJ1r'c/w Massachusetts Registered Sanitarian provided that.such Sanitarian shall not design a system to discharge more than 2,000 gallons per day pursuant to 310 CMR I5.203. Any other agent of A14 the owner may prepare plans for the repair of a system designed to discharge not more than ' 2,000 gallons per day pursuant to 310 CMR 15.203 provided they are reviewed by a QtK�. ) Massachusetts Registered Sanitarian. or Massachusetts Registered Professional Engineer and approved by the Approving Authority; Every plan submitted for approval must be dated and bear the stamp and signature of the designer. At least one copy submitted shall bear the original stamp and signature of the designer. ' (3). Everyy plan for a new system or plan for the upgrade or expansion of an existing system J9e_f 0- , // which requires a variance to a property line setback distance,must also reference a plan which bears the stamp and signature of a Massachusetts Licensed Land Surveyor in accordance with M.G.L.c. 112.S 81D: (4) Every plan for a system shall be of suitable scale(one inch=40 feet or fewer for plot plans and one inch=20 feet or fewer for details of system components)and shall include depiction of: _le'(a) the legal boundaries of the facility to be served; (b) the holder and location of any easements appurtenant to or which could impact the_ f system; r. c/(c) the location of all dwelling(s)and building(s)existing and proposed on the facility and o identification of those to be served by the system, _ i (d) the location of existing or proposed impervious areas,including driveways and parking 72 areas; / 'f Z(e) location and dimensions of the system(including resse'r e area); F —'-- (f) system design calculations,including design daily sewage flow,septic tank capacity (required and provided• tern capacity (required and provided); and whetbe��r�ystem' . esigned.for garbage grinder; '�� �6 �� ¢�� (g) NKrth arrow an e b urs; rl (h) location and log of deep observation hole tests including the date of test,existing grade 1w17• elevations marked on each test, and the names of the representative of the Approving `? t Authority and soil evaluator; o } i►u��^rf r-�`' (i) location and results of percolation tests including the date of test and the names of the ,. rtnn representative of the Approving Authority and soil evaluator, ✓(j) name and approval date,of the Soil Evaluator of record; MIA d p" �/(k) location of every water supply;public and private, / J 1. within 400 feet of the proposed system location in the case of surface water supplies P and gravel packed public water supply wells, 2. within 250 feet of the proposed system location in the case of tubular public waterX�/�f f I�J supply wells,and 3. within 150 feet of the proposed system location in the case of private water supply �7 / wells; .-.�i /l ( ✓ 0) any surface waters of the Commonwealth,Zone As,.rivers,bordering vegetated wetlands, e/ 'z �^ salt marshes, inland or coastal banks,regulatory f oodway,velocity zone, surface water !J supplies,tributaries to surface water supplies,certified vernal pools,private water supplies ��"�� or suction lines,gravel packed or tubular public water supply'wells,and subsurface drains 1' 7 located up[0100 feet beyond the setback distances in 310 CMR 15.21 1,any leaching catch basins and dry wells located up to 25 feet beyond the setback distances in 310 CMR 15.211; and the location of any nitrogen sensitive area identified in 310 CMR 15.215 within which _ /►1 d�� /r any portion of the facility or the proposed system is located as well as any nitrogen sensitive. �l area up to 100 feet beyond any property line of the facility. ._,�(m) location of water lines and other subsurface utilities on the facility; - - .(n) observed and adjusted ground-water elevation in the vicinity of the system; 24_ �. r- --�—(o) a complete profile of the system; 1/Ar ze q (p) a note on the plan listing all variances to the provisions of 310 CMR 15.000 sought in conjunction with the plan; O ff! toot (q) the location and elevation of one benchmark within 50 to 75 feet of the system components which is not subject to dislocation or loss during construction on the facility; (r) when pressure distribution or dosing is proposed,complete design and specifications of �n `,i I_r the distribution system proposed including but not limited to dosing chamber capacity (required and provided),pump curves and specifications,number of dosing cycles and depth Ury R' n-per cycle; / Iv ''T (s) when a Recirculating Sand Filter or equivalent alternative technology is required or R 7 proposed,a complete plan and specifications for'the system,including a hydraulic profile; (t) a locus plan to show the location of the facility including the nearest existing street; (u) the street number and lot number,if any,and the tax map number and lot number,if any, of the facility;and ✓ (v) the materials of construction and the specifications of the system. 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"?j CDNSERvanoN NDTEs: k ALDW sPAaro eETArEEN STAR TREADS 1 (?Y/ Registered Professional Engineers 1.NO wm 6 ro 9E DOW LKM FDw6 A A B AL M RAIN REOIERD and Land Surveyors ROIOIRAR6 ARE SM3IIED ro C06EAN1T911 ODIR®oN F REIAIE SIDPE OF STAR ARBOR 4} ` 2 TNN OF TOM OVI L CaMW OF I OMM AM SLT TOM- - TO SLOPE OF GROUND (y 78 North Street-3rd Floor �0 z ro BE UWOEO N WW R9wR WELL CMWMI OF PAOEI.T. _ .l \ ^'t'. 1 A CDPr OF THE AS-Nw2 Rium ml RN STALL BE D9A9tED TO Hyannis,Massachusetts 02601 THE cmam7TM mR6mL Y°4-HAND RAIL 2•.4•IOCK RAIL j1° �. ,„ Phone— 508 771-7502 „e14 z 4 ALL ROOF IFAo96 91YL N SMALL ro O MAT M OW 1REN0@ Y•12"TREADS OR THRU-FLOW DECKING •. t ./ c-�• ".. / 3 A curse AIARINO RAN SI4YL fE PROKIED N t061ADI71M - CALVAMlm BOLT Ilj D J ^-y www.boxter—nye.co—7622 RIM C06FRM11aN CO3RS1 57AiF. t Y•4•CLEAT OR DADO S CONCRETE SUXKS HT ".•" . _`{4 ' _ �. e,.'.",_ . 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SFAwALL \ THE WSMN6LTTS ENDYETM SPECIES ACT.REdAAilN6(321 ON 101 7 .SITE 6 NOT OM A SIX E APPROIYD MW E On M RATER MONROE C �( FWOIECTIDN AREA to O � tiI OF"__� -'__ •\ -�'T�* � E0510N0 OONtlETE SEAWALL �{1 \ - /1�\\ -- - _ -_ '�/TDETw1E4 _ _-•�-510£RETNWXc XNi� CONT�1/Q 1 �YA�SS� ' f •SITE s NOr NnM A TOE OL967MTED IDEAL OF WMOmU19N TO A PUBLIC RATER A 20 TO LOGGED W.,O eENCNuuN: DIVISION OF WATERWAYS ,g .STIE 9TE S 6LOGGED DIM (IF CONIR9UI1011 TO SN.71R1TFR FSIILYw(MuAcNAL SET IN PAY[uerT•�\ --� __ 1 NOAAIKN 33D••461 ti C ELEV.15.67 TOOP OF AL 1 I Eew ae) ITT) a CBLVgLIWI' - wm STM .ITS OO/OIACIDT SM COIDR=STATE AT i-i-Ofr AM UWN COPNES TO O45 _ THE LOOM OF_ __ ° �� c A •� A DFDI• SGTB STARS W E T®ID1® 5Yp IDGIE ALL MEMO UMM AT LOST 7f(MI I=ITT AE START?p067wM110L W 3 f _ • °• °' 0.578tG 6�AJOICAD xEw NEmemrr F7mwM Nat SWE MEN M R AS W m NO K LOOM TO THOSE Im I AM 0 N W '7 FROP06ED OIlEST ER t_ (CEO=E C9MG0 � � COMMM�1010 BEERRUTM�E FM�RO AL aWYAS DIM NWE BE 0_ l.2 \ r .l'"`"FT.E 13A: r— ReT BFN01uMl USE 012D -. O MO N THE CMWCIOTS NRE TO LMff SAD NRMOE7CNE AM MOPS 1 ST Y DNE111N0 - E TAW IF FEED CMM MOM FORTRAN MMUM TMOONLT CM SINLL F7E-14.90 N A N T U C N E T AIM THE 0099M OLIDN r FOR FOS=(MEWL G \ AOi TEST Al R A SIO9 NOORER S S 0 U N D sfRC st�A wow STEPS � •MOM OEM IMUB SMQ TO TM mWEO M LOGS 6 FED FM POE 24MI74 PER � G \ �' Y TL QE• 7D REMAIN _ FAX OM @-a-01 i \\\, •r�• r ar p 4/.. •� 1 --� 2 .�� �, •TDE SM s RNAwr M MSHE 2 ��r!' V v5\1T- t l° •1a19w ENEiDC OE1AH!NOBS R6E S M DM SBM M M SITE-aVa1/01-ME 8 c 3 G 4? R�LATER s01ua E NE DIN �' u3r v AIlA41 `S�j 55QQ{{ �, To SAM SER LESTRE T N ENmE6 DETJRs Ittan1 OF uEERlR1ED mR67a p�LA ,y AE TA1E ro R $ i i•'\. •M WM=A NLW AD=LOOM N SEFFC SYM M 120 ISND Ae TOE FM FINCH w pwOppgD wR1, E ImIOWD EDT AREA 10 FACE ai p1�1 �i+ EXISTING CONCRETE SEAWALL ��. Nw60wE 8Ni0 a IFATM aY0}-0i PENOSEDD IEO RAIL Alro CONCRETE SEAWALL RE SOIL LOGS DATE:MARCH If.ION - - EXISTING 50 FT •IRAAD B ATE-SIPIC SYSIEY MMOM VA AIM SOAR OF WAIN MUM PN=12494 (129 ISLAND AVE.) N/F STEPH EI w.KIDDER 0.2 ACRES t° O.P.W..DINSKR/OF wAtERWAYs p O - F N NARK 9.EEFMTE,IRS lOP a COASTAL BANK SOIL EVALUATOR:STEPHEN MATSON.P.E. BRAMMETYDE TRUST / d •6 0 B.O.N.AGENT: DONNA NIORANDI TEST PR 1 TEST PIT 2 Sg �• `� m G.S.E - 7.5't G.S.E a 9.5't N a,AP O•AP .p Q SANDY Lam SANDf LOAN 111 10 YR 1 11• 10 YR 1 }p $$ SHEET TITLE S B B $ FINESWFLUE Wm F3) Wetlands Permit Plan 33• 10 YR 5 6 33• 10 YR 5 6 c C C EWE SAND FINE W1D ! SHEET NO 120' 10 YR 616 In 10 YR 6/6 BdCXNARN: .Z. TAO BO LT ON FIRE HYDRANT IS <2 ELEV.I7.43 MOVED C 1.0 PFRC O a,• wroR O B6• 1 O ATE:01 07 13 RITE- teF/N 0 tlgff.LEAN FEN LATER(EL 20 NQD) 20 0 20 40 TAIEII FROM 11w1.RDOD PROFBLS, SCALE IN FEET NEW EOAAIND OOlSRD1E'US ARMY CORPS OF OMMM SEPTOW 18BB. JSCALp _ D B A W N ED E-G Za T:TOY CHECKED 8 V:9Iw JOB NO:ZRI-w CADD FILE:2MI-057WPAN 7 O "'�A'�-Y. • � afi�,y,w frd .fre#Rg,:. '.'Cyr " - { BAXTER NYE 94 z ENGINEERING & > SURVEYING x % ,,,,,, Registered Professional Engineers �QW D.E.P.File#SE 3.5105 nspa Order of Condf69n Eorm B-1-2018 .f f .+-•: S`' Y, \ and Land Surveyors J Tr 2 { � 78 North Street-3rd Floor CONSERVATION..a=. Hyannis,Massachusetts 02601 Z 1.NO WORK IS TO BE DONE UNTIL FORMS A h 9 ALONG WITH REQUIRED _ t >' +✓",ttt_, s,_ _s,""T ""'. ( k . PHOTOGRAPHS ARE SUBMITTED TO CONSERVATION COMMISSION. '\` N)A^N T U.C K N T + s 1 WAN N'D Phone- (508)771-7502 �. as �& I , Fax- (508) 771-7622 2.A COPY OF THE AS-BUILT BOAT HOUSE LOCATION SwaL BE DELIVERED TO I' Nrw.baxter-nye.com Z THE CONSERVATION COMMISSION. LOCUS MAP Scale:1-=1000' 1 ALL MATERMLS FROM THE OLD FOUNDATION SHALL BE HAULED OFF SITE 1 STAMP STAMP AND DISPOSED OF N ACCORDANCE WITH APPLICABLE REGULATIONS. - GENERAL NOTES: - I j DE IATBO OF T16 NUN 6 To 91N NmagD I=AT L00a .. t 2)LIM 5 COkfg=OF: • V \�..1+'{It +, t+ I ffAa t r weaut E A4t197rs YIP IRS wl e.Macro r C uVic sue= 11�1I"M(uY ANov DT '.. • Itj'tl,�` ` �\ 1 I I CONSULTANT LDOB a SIALIECTCMA)ro A LANDDA TM M tM39lO M-f tEOANN TEtTUTLNI IPEIO stF IAto aM;Wr IIOONBR TINOI-1 \ LOCATON OF SEPTIC SYSTEM TAKEN FROM eDaRR of HEALTH F LEIS 1 \ \\�l tl\ .\\. I. OWNER(PER ASSUME RIDGES HEDGESNo \\\\ \ \ I $D Dun IOaE CONSULTANT / ti /IANOSrAMDLANOSICIM 1 - _ / l\wm AMIOM47OA8 \\ \�\ \\ \\ s i . PRO.FL'T lOGT1oR ME amMORE \ I" WALKWAY WALKWAY / N MGM POW.AN 1)DaOE ARM 00-14 IN CN LOW PAIR ILL=001 OM D PRMW WMI WJD: SIR GOT Of FIRE NU PREPARED F O R IF EL-11AS An \ - \ GARAGE + \\ \ \ , u�T�: Wolfram Vedder T BEACH�y 1 1r \1`� �y, \ \ 1 1 `RE, , worm�41Dtl-30' OEOA MmrnE TIOIANIS wNLM aaMM WE AM�]�t IA C\ Q\ R ,\ i 1 11\ m s I i l �o PEW PawaS_- - snNNs NlarxR a LasTp µyt# lox� / /)�i11+�+i+t its o�. ,'N t+� . :i•. °)AitBEsslw�A USE°mmr®swe�®nWa®BY OHM WDWYmMY: �1\ / // �1(1++� I t. _��_�� $;- i,„ ++ unE nruOAVOOL y�aa�v,wecl®MlawMl J oD�NO a RAo AV otIDl \\ \ PET_ a(4r�. ( x r\ 'j / Y TJ DE O®c suuaE4 sDw 1®I Yis oe01WD Iml Al a Be OOND IeD sMer \ NOff:MEAN Hill WATER(Ll.2.0 NW) I�Inm� Or TAKEN IMAL FLOOD SA ' am of amrD a sreerY a YI®1 a m4 \\ `— \ 7 OR k Did( C I rNEW ENGLAND COASTUNE"U.SU.SW AR \ 1 1NN1D'N`t 1 1 T,Imp t i CORPS OF ENGINEERS.SEPTEMBER 1989. a THE AM FMLHVJCE�WE WIP 0>a1es ne AREA As me p •o \ 0'� I `� ( 'a�` f Il t. t` 'MAL FLOOD PROFILE No.9) a a AID(Olt)A no(aEO ° (PLATE C-24) a) �e \\ /' `Y+' ,,.IT,r \•' \� I a.:T x` I V t •SIR 6 Nor ALCM AN A.=(AREA OF CUM ONFOGIOM OMOMG• \� _ I,�_ J✓�,Ww'"---- / RT NasE , , i, 1 ,,WI�OfiED LIMIT OF WORK NP IW OCMBER MHIN µI, '6Z1MW AREA OF �1AS ART a RARE MIM "FE� _ -O�O t 1 I\ \ FOR USE rTml 71E w NERA1ns FATOTErnN ALT IEONATT06(310 aN 10).- �]Ic-rAWc/�� EXISIM F.F.E.-11.11 + i ! \1 srNlMr •SITE DOES HOT CMM AA COMM VMK f'a0. R D F MEW MAP MMR 1.20M PROPOSED F.F.E..i11 i 1 I .SITE a LOT DARN A PRIORITY NINPT Pat N ESP IMP DCIOMR 1.2= 1� BENCI9AARN: -- -- '- - --- I] ry THE MASwSSACHUSETTTiS SAMI OF RARE SPECIES'CS ACL�RNNAA�TINs(]tl ax 101 YAO NAY SET W PA,AEImIT - --- r / 1 \ I •SITE a NOT WAIN A SPITE APFIMED ZONE N MM WATER REIGHAR E N ELEV.1597 J 1$r{ s PRDIECII011 AREA ---------,2- JI a� \1 1•\ , `V •9 6 HOT WITHIN A TOWN DESawND IDLE W CCNIIiIRDN ro A HINIC WATER ---_ a'co BANK k� ^ \ •` '-d..d_-'(--- -- ^'`— -- -- -� —I _ ,L,.3 _ \ .STIE 6 NOT IOfAEp M M A IDE OF COdI✓Lq=ro A SALTWATER ESRMR/(WN w \- ,L=_i=P-__ -� __e• 2 \ —�I—c-.0 \ E7�TING COI/piElE 51]INALL RISWAIION 7B0-Na). r 10 Tn - , -�+ _ —. , l' \\♦ \ \ COISTRIICIED W 1955 UNDER -- v'' L-•39�8- 1 ` EI STAWS CONTRACT fro.1500.MASS - C ' EEC OufST -te�aa- \-— 1-,- ei mac f sEP! \ D f(q1 \\ D.P.W.av�ON OF NAmEWATs d �. f '�/ I(-1L�=1'PFJE`. 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X L •MO NOER 6 MYANE O 116 SIZE a D •IEISIW VM A OBASE N0F E LNG 6 IL Oa SERHICEMIM O tra SIZE-O/N/ON-IDLE b 10 as DRN N(NM SEE v Ex51No DNDIQ TDGnaI a'ONOYODLAN m1N6rox w ro LYOIIB I!O IOtlNI y •NO ANODAWI011 AWMANE AIDIN LMM OF SEPIC STSTEEI AT HE SITE FEW FAX Raw ORIaMNE BOYO OF HEALTH DTaT-Ora 0 S 0 - SHEET TITLE BEAN POLE SE, o r Wetlands Permit Plan- TALA�LTDRANT Replace Boat House Pilings - ELEV.1145 NCAD � i � f , SHEET NO WPP (D{' J 'y' 0 ATE:07 02 3/ 20 40 SCALE IN FEET F - SCALE: /-=20' I ` -'DESIGN BY:VIV CHECKED BY:SAW, JOB NO: t-NT CAD F.II.E: 2011-0E ------------------------ ;, i I i i i I I W + D j .Q U� =� �! -Z I I --------- D O Z Gf,;) ;I� F— }fl rl l Q -=�1 z -- --O -- r � c I j i J,� I I' i I E I i s � Ili op 2^ r mm yl j — g _'--- AS Rd —r I >>z I -__ i PHI mSN iF�l j E I T J I I o Cs i� '� In - ---_—_—_ L-:'-0 y ` I I - I III I I 7.1„i r �o mo II s 0 d% I I _ � I �Q i 'm ? 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C/3,4,5 6' 2T G/7.8,4.5,6 5 14' 2' 21' B.swINSTALLEDIT—JOIIFT TO SILL ANDMA FLOCABBOA I3 PILES) EYAT10xs,SEE •xD ONNELTIOHS WITH B4 NAIL`U.O.N. _ C/I 6' 18' 3' 2T 14' 2' 21' sEw�cf ruM ov o�%r[n loivOE�uTEST nsuc C wAsr¢u BOLTS MOWN 000H MD<PEDCALc6¢m. E.7/6 5' ALL WORIWARSMP TO CONFORM TO I.AEWREMENTS PREHRS WHER[HOLE,I WO D CONTACT SU HUSETT STATE MR.N.CODE,UTEST mmOH. JOWL LOCATIONS D/2,7,9,5 5 18 3 26• D.7/6 MTNEMA C OTRLOVEM"ILLDNINSIOxSPRIORTO A 12 BE TCT STAGGERED STAGGEREDJOINT LOTONS 6 14 3 23 RURION�R OISCRFPAx4E,BETWEEN TNEPUN pwExNOR, DEAD ICTUAL WI 4 2 BEAMS 2 K 12 SPLICE LE ON W TO THE ATTEMIWE OF THE UNENG ORER,PNIOR DGD LOAD•F�V"v 4WEl1 M OF MATERIALS T G ER BOTH SIDES D.8/2 4' 18' 2' 24' LN EE LOADS: 7 D.2/6 7. 74. 3 24' TO CONSTRUCTION. W1xo;11"1 PLusGNOIURE c O I _ 1 E/i,3,4,s <' +8' 2' i4' ixIN lsrlhc•no NEW STRUCTURALio PERrirtiilis.rt f,.Y,oR%THISP�uN Wlm ARCRTECTUAIL Pux,. Q C.6/6 8' 14' 7 25' nxP.L REVIEW ARD c00mlx•TIOx IS REQUIRE.I - . I F/i,3,4,5 18' 2' 23' + PER ERTYTAND vmHo�L OPA.M.1TRE SAF�Oo AM DM�cE To U 3' /2'GAILY.THROUGH 8' 14' 3 25, PROSD OI U y m RUSH JTY ICALI LEVABON VIEW MEDILLI LNG v,50p RDETERMIxgc sWL STPFxOTNB O BLD'G.PERWO+ER oRIVENTO ERPILES:ROUNOTwBER, �r F, V A/1,2,3,4,5 4K.I.1K-D 7 10' 3' 20' DECK CNEENHURT OPE1,wxwws$-TIP DIAMETER, yr C EXISTING BEAM SPLICE DETAIL B/1 r o' 3' zo' BER`R MI"` 1.PREESURETAu11TED,P.T.YELLOW NNE,FB=$3W P1U, m J SCALE:J/I- 1'-0' • E=16pD PSI.OR OETTER. U f B.TIMBER:SPRUCE-PINE-F@ NO.x OR BETTER, U C.5/1 6' 10 7' +9 i - u�orN[u PER PER PUN BUILDING CODE LATEST EDITION ~ ¢ U T' En 4' V 2' 17' _ �1 STRUCTURAL SPECIFICATIONS (EXISTING PILES) ` GG B Y SCALE:11/7-- 1'O' vi•. k � Z n EXISTING PILE SCHEDULE -_- -- 1207.00 r VERIFY DIMENSION WITH EXISTING DECK J © O ®I --- o' Ao OG of ®I8 of DID oIC O C.E. VERIFY OWE.NSIOI:vlITH E%IST06 DCCfiix R NTm 2015 CROSS BRACE I - ( `. I / �CROS' A,: IF10PT I 11 P.T.4a,0� EC O- "0GE I BEPQNCKI AS50C..IN LOCATIONS IYP. 0 1 TTV / N HAN RT X - w d.I r r r r -------- --------- • H F. --- -----I---- ---I------- 1 I — ---- —- —I_ -- — — _ — --_ — — _ — —_ -- - ' ©F I AH.1 I' BEANS SPLICED I I I I R. SRIt,D I D REPLACE WRH NEW P REMOVE EXISTING DECK JOISTS C.L.Wl TP1E�'A'BRACKETS I I I I I I i P'PI::A BR:.i ETS I? I OPPOSITE DIRECTION Q RL PT.IX 12 2,P.T.4 X 12 I J_ 2 - , --------- -- --'—'�— —<------ --t------- ----------�- --- 2 2 - ------ — ---- — --------- -- -I - -- — ---- I—_ �_ —I--- ---� �_' -- --- ------ r, E I I E I I I I E III E 1 LOCATION OF PILE I I I I j MP LOUTIOx(K PIEF l r �. 'iF I Q 2 SHEETING AND SOIL !+ RETENTON SYSTEM TRADER PILES TVP. I I I�r THF:L-Ir1L AND ilill. II V I . I III"DIA.0 TIP P_([NtION:Tf STEM y - ---.- + - -- r — -_ - -�ly�� sSl CELOLATpNS I 7.. 5.1 I LI I snarl 1cArlc+s I SEE DCTAIL S I I �) I'� (NO STEP TO FLOOR r I 1 I TXIT SHEET r I I I 1 ' ; Iir - FRA•NNGI I NANTUCKET. oSOUND_ IA, AS.t ASt AS.t 2.0 I I I III v A II I I�, I i C.L.BLOC. _ I C L.BLDL z n; II I I - - CROSS BMCE _ IOCATONT TYP. I 'RAGS;BRnCf �`.I TT- c a rl I I IC iac4-1o�n rn. S ORACC SCALE:114- 1'-0- D D CROSS BRACE I 'II O r LOCATIONS TYP. r 4 Q I -_ D t Ii f%ISTNL 3 n 10 ROOR FWUUNG -_-_-_ _ Ir _-_-_ _- _-_�`, G ! _-_�.\ DATE:010/13 'ILL-- ----�_ ------ -- -------- -------- ------- -------- REVISIONS: FORMER FIREPUCE - I r cORA.ER FIREFU:'E I' GI 1 FOUNDATION AND I INFIII BOOR FOL;NOATtO:%ANO I I I ( HEARTH OPENING-COVER I I I I I I; ( FWMING W/P T IIEAPer{Ji[N11K CO\R I 0 10/23/14 NEW LOWERED FLUOR FRAMING I r -EQUAL SPACED !:Ew EUr:'FFL�RpGR RnAVNC DBL.P.T.2 R 10 F.J. WDH TEIMORARY PLYWOOD @ EXIST.F.J.LEVO_ @EXIST.F.J.LEVEL ,/20/14 I I I I I f r (r W TH TEuPOR RI FLN I AND HARGERS LOCATION OF ANOPSOIL ,�` p _____ �J__ I I ry - I S Cln CDS It - SHEETING C_ _ - 1-1_F_ i MST.JORTSTTO RETENTON SYSTEM I III �' I NE'ORW BEAMS,TYPICAL N T I I I I 5.1 RET-TJN.:�TJJ. ] I I TEE DETAOM�ALICjNE I ' 5.1 (SEE DETNLS C,D,E I I I ( I IYDE^/.t11 C E 11I I t r` T.S.JOIST HANGERS J I, I 1 SHEET AS.f) ��// Iir I L dNO FASTENERS TYP J:i I I (iI J BE4M SPDCED II E"TNG 4K12 BEAMT I 1 •,:> u� , \I'iT1NG Nr'1 N[.w. @PILE C.L.W/ 1 UNDER E%ISTNG I ' I 1 "LCC.L,W' -UN0E0.E.\I;TO:L aTYPE'd-BRACXEIS I FLOORF I I ' ! 1 F FRAIR F'.OJR FPJ•" j , I -- II __ _ __ _ 1 _ II , 5 -� 111P.T.4X1I- -~_i-�- -��--y-- -(I)_PT4X12 § --_-� 4' 4 -_I_'I'-- -rll' ,•IVr1 11" -- I��� `^ -_- I 1,-P --- r __ _ -- -_ b - EXISTING - i �I_ $ 5 --� -- -' ---- -- -__- r ------ ----- : _ ��- I k,I -- -- - - -I` -- 6 v LGWERED PT =I - -- - _----- ---- FLOOR -) S RA V E R N P A A,,IKJjEyCI TEE C211. FRAMING WAVE RUN P AREA RNCHE 6 AND PILING _—_—_—_ _ _ _—_�_—_—_—_—_—_—_�___—_—r1 6 _ —_ _ _ ' _—_ _ —_ _ _L _— _ _ _ _ _ _ _ _—_—_�___—_� PLANS EXISTING SOIL RETENTION SYSTEM I �J 'f I _EXISTING SOIL RETENTION SYSTEM rt FOR WAVE RUN-UP AREAS FOR WAVE RUN-UP AREAS C As'1 PERMIT SET b b b b b b b o 0 0 0 o 0 �1 EXISTING PILE PLAN @ BEAM LEVEL �1 FRAMING PLAN @ EXISTING FLOOR JOIST LEVEL PROJECT NORTH ' I TCAlE:1l4-- 1'-0 L XAlE:1/9' ,"-0' .p rr� . "• a t t;.t S f Y _ ---- m • 1. III REF. —L__ -L= _L i L J I L � I i I -_--- mm m m� ------------ �i0 III II II , I I I II I `O iIi I I i i I F I I I c0 III II II I � 'A 14.LL— Z 2 I m I I t o z^ n qq ^ �mg a oo�mlo ;I I£ I � II Ig m� I o ' Ya III ' _ III I = RI I I I I , I i'I 11 I I II I I II 1 -----RE-WEV0fNGSECTI 0FWALLmNBWI1 I I _ I ---------------- it 0 II II ,I I Ngm I I I , II o£z III Q I II v -. m w L I ^�Fo III I I I m u rs � uu II II g6� 'ice ii I o A vnmvi�$S'ho b�4o $ %`m gyg �Ge ILn�Cw >�o eX 8'mn [ g ' e m""mi'0� °•e8 L_ -l-I =---- ----- ------- I `pF'm m ----- ------------ --- ----------------- "I-- ------------ - _ 8 WBmp °m a5 C �w �3 ego C O $w I nxm o } e o "4p 40 • I Imo^ F O I S T I N G W O O D W A L K W A Y —_— DR4/� I I L_ y II ^ / \ o kO D $ Lj 1/ j I F �- \ P, I I __--__ I I _—__—_---_ F.O SiUD AND I I I BEAM BELOW I m I IJ'11 3/'I I I I V I I f \ > o� mr m >0 mn mOl I I I II � OO i^ ODI 1 I, �I11 Fo _____________- o s ao RTCyfi . .� F o �� IVANBEREZNICKI ASSOCIAT - o Vedder Boathouse s= OO ? LTI ARCHITECT 5 1-, 119 SQUAW AVE,SQUAWISLAND [rt Z O HYANNISPORT.MA RN 9 WENDELL S'fREF.T.CAMBRIDGE,MASSACHI3SE' S 02 TEL:(617)3545188 FAX:t617)868-5764,y PLAN OO,( 99 PAG< 23 N/F WOLFRAM NEEDIER ..•�;- ,,..;,� , • M \ ice..-, ` ._.,-. ♦•ifi;•` .� '/�� �� �,• T' .• •'t. EXISTING CONCRETE SEAWALL ILLa ._l1AJr80If ' �• �- SITE •� \ CONSTRUCTED N 1955 UNDER HEDGES ,.� ^�, CONTRACT NO 1509. MASS _ "' .a[ '''� •' •', , , / / \ D.P.W.. DIVISION OF WATERWAYSYEW HEDGES S 11'33'05' E2270 - - - - - - - - ` 50' BUFFER � _. ._._ ' ---•.-_ _y;-�_} , TBA; QUFFER •'� '. 14.1 NT U C K TS �O-emu N i GRAVEL / I TOP OF COASTAL BATIK DRIVEWAY ( / / E /�� [ [ ` [ [� [ [ [ t [ [ �l ) LOCUS MAP Scale: In f W V W 0;;: ........000 -w r _ -w / BENCHMARK: w -w - WAG NAIL SET IN PAVEMENT -r -r ----w / ,ELEV:- 15•87 CONSTRUCTION NOTES: / r _ rn 1. ALL SYSTEM COMPONENTS SHALL 8£ NSTALLFD N W ACCORDANCE M TTiLE V OF THE / / / 30:- ` BENCHMARK: STATE SAHIURY CODE DATED MARCH 31. IM AS MOM THROUGH THE DATE OF THIS �/ I ----- --- / FFE 14.50 1 STORY DWEWNG g PIAH, E ANY LOCAL RUES • IMUT10NS APPIJME 2. ANY CHANGE TO THIS PLAN MIST IE APPROVED N WWNG LTY THE ONGIEER. ELEVATION UTi LE PROPANE TANK / N A N T U C K E T NFaaAnoN MIISr NOT CHANGED wrTHaur WRmEN PRIOR APPROVAL BY THE ENGINEER �� '�7 POLE �/ � � ZEST PIT �'1 - - / 4' SGNI. 40 PVC 17- ME?IT FOR INSPECTION. �+ Z i , I / c / _ _ \ S O U N D 3. WHEN CONSTRUCTION IS COMPLETED, PRIOR To Mmum NOTFY THE 000 OF HEALTH RELOCATE GAS METER FLAQPME/ �'� • N4p��asPasAl snTEM Ppr+c m er 4•SCHm 4o Pvr~ u�ss rnHERWISE z ANIE T 1 TOP OF COASTAL BANK 5 EXGIWATE UNISIITABE IIATERIA AS NOTED. TO THE 'C HORIZON', FOR A HOWZ DISTANCE g TEST PIT /I RELOCATE PROPANE TANK MID • OF 5 SURROUNDING THE LEACHrG HELD, AND REPLACE WITH CLEAN SAND PER 310 CU RINSTALS--NEW SERIICE 70 HOUSE `� RF IRON PIPE FOUND 15255 TO THE TOP ELElAT10N OF THE SAS _REBAR SET S 1133'05-E 220' t BEAN POLE SET `- E INSULATE ALL PIPES AGAINST'FREEZNG AS REAMED WHEN LESS THAN 3' OF COVE. l N 19 BEAN SET 28' t N 7. THE NHERNAL RAM OF THE DZW COTTAGE WILL HAVE TO BE M]DIFim TO Z \ IRON PIPE FOUND CONSTRUCTTHE PROPOSED SOW SYSTEM, IRON PIPE FOUND 8. WLM THE CWRACTOR SHALL. CONTACT DIG SAFE (AT 1-888-DIG-SAFE) AND MN 2 COMPANIES TO L:OCA7E ALL DOW UILITES, AT LEAST 72 HOURS BEFORE THE SW OF G BRUSH N/F STEPHEN W. KIDDER LOT AREA TO FACE OF 1` CONSTRUCM THE CONTRACTOR SHALL DETERMINE THE UACT LDG471OK BOTH HORQWTALLY do MARK B. ELEFANTE, TRS. CONCRETE SEAWALL AMOF VERTICALLY.YUNOERGIOUND UTILITIES ARE S►DNN1 N A OF ALL DOM UTIUMES BUM WN AOFROX 7 SM OF EY WORIC i AY ONLY. Wr BE LOCATION AND EXISTING STRUCTURE LILTED TO THOSE SIM HEREON MD HAVE NOT BEER NDEDEMDEN y VERIFIED Br THE BRAMBLETYDE TRUST E BE O REWONSRE FOR 9,080 SO. FT. ✓ ANY AND ALL OAMA L11 IC MW BE OCCASIONED C RACTi S R'S FAURE TO 0.2 ACRES LOCATE THE UTIJTES DNCTLi! IF ELEVATION *-1ORVA110N OFFERS FROM PLAN NFORMA1IOK THE CONTRACTOR SHALL NOTIFY THE ENGINIZ:R IMMIEDATELY FOR P06SaRE REDESIGN. AT \> Z UTILITY CROSSINGS. WNY N FED THE LOCATION/INVERTS OF ELECTRIC, GAS. TELEPHONE E DATAICOMM MWC'OL THiFECO RELOCATE SHALL PRESERVE IF CONFLICTING � Uf UND UUHLM APROPOSED INVERTS PER SSRMIRED GENERAL NOTES : E ENGINEERS wsTINc CONCRETE SEAWALL •a CONSTRUCTED N 1955 UNDER 9. THE PROPOSED UTIITY OOMECTiONS SIM HEREON ARE SCNEIffiX FINAL LAYOUT 1.) THE IIIEIT OF THIS PUN S 70 DEW. PROPOSED WOW AT THIS SRHE FOR SEPTIC S) A WILE SEWM NO NDT WN FUSMED FOR THIS SITE F BMW O TO N 10.) �p CONTRACT NO. 1509. MASS SFNLL LE AS DETERM110 BY THE APPROPRIATE UMY COMPANY. UI`GRADE. IECfSSARY A 11RE 9ARCI1 SHALL BE P'6I1xIl0 BY OTHERS 70 THE START OF CONSiRUCIM D.P.W.. DIVISION OF WATERWAYS 6 COMPRISED OF:: 6.) •THE CONTRACTOR SHALL CONTACT DIG SAFE (AT 1-888-DIG-SAFE) AND UTILITY COMPANIES 10 RE PROPERTY LIE iWRMTION SNM S IM=ON GA WIT AMIABLE RBOORD INI MiUM LOCATE ALL E)OM UTILITIES, AT LEAST 72 HOURS PRIOR K THE ANS�NG CESSPOOL � FOUND) SHALL BE RAM, LAD CRISIED AND FILLED LOCUS CON XINC OF PLANS AND MIX THE LOCATION OF E ISM UNDERGROUND EFRASHRUCIUREr IRLIIE'S. CONDUITS AND LINE ARE WTIH CLEAN SAND OR REMIOUED. BARNSTAB.E ASSESSOWS MAP 265 PARCEL. 018/002 7.) THE DOW SIRUCRIIFS SHOWN NIXON US OBT W FROM AN ON THE MIND D FED SIMY SIM N M APPRWMW WAY OILLYY, MAY NOT LE LYIED TO THOSE SHOWN HEREIN AND 1 HAVE BEEN RESEARCHED BASED ON THE AVIUUBE UTILITY RECORDS NOTED HEREON. THE LOT C • LAND COURT PLAN 1-5457A L 1) 25. 1933) PFJFLIA®lIY 9AXMH N1E fNCN�C t SUIIEYNC ON PARCH A 2000. CONTRAC=AGREES TO BE FULLY RESPONS�.E FOR ANY AND ALL DAMAGES WHICH MIGHT' B: CERTIFICATE OF 1TTLE 190105 (PARCE]. 1) M OOCASIOIED BY THE CONIRACTOWS FAUNRE 70 LOCATE SAID SFlLISRUCRIRE AND UTI.RES LOCUS 6 SL8EC1`TO A COMMONWEALTH NWEALTH OF MASSACHUSETTS WETLANDS &) COMMNMRY PANEL NUWM 250001 0008 D EXACTLY. F FED CONMIONB OFFERS FROM PLAN NEORMAIM THE CONTRACTOR SHALL RES7RICWN (DEM) SEE LAND COUIT DOCUMENT 20171-1 THE FLOW 949AWA E RATE MAP DEPNES THIS AREA AS ZONE NOW THE ENGINEER IMEDLAAIEY FOR PO6'SIOE REDESIGN. i �_ � ^/ i� C. ILAIO (ELII) & V70 (EL22) •NSTAR EECTRC iDICATFS SERVICE TO THE DWELLING AT LOCUS 6 FED FROM POLE 23AW-A PER �U! _I �\ OWNER (PER ASSESSORS RECORD6r 9•) ENVIRONNIENIAL FAX WED: 02-27-•09. WVDV ISLAND AVE. R.T. •SITE 6 NOT WITHIN AN AC.EG (AREA OF CRRKAL ENVIRONMENTAL CONCERN). •TOWN WATER 6 AMIABLE AT THIS SITE WOLFRAM VEDOER, iRS. •SiTE 6 NOT WITHIN AN AREA OF ESTIMATED HABITAT OF RARE WILDLIFE PER / 550 CUESM VERDE NFESP MAP OCTOBER 1. 2006 'ESTIMATED HABITATS OF RARE WN DLFr •IE1'SPAN ENEm DEUIIERI'NOTES THERE S NO GAS SERVICE AT THIS SITE - o3/03/09 - NOTE 1 ALSTN, TEXAS 75746 FOR USE WITH THE MA WERMDs PROTECTION ACT REG tuTx NS (310 cuR 10).' PROPANE TiW( NORTH SIDE OF DOW DWEtLNQ LOCATION OF UNDER=UND CONNECTION � •SITE DOES NOT CONWN A CERTIFIED VERNAL POOL PER NHESP MAP OCRW 1, 2006 10 BILDNG NOT KNOWN. PROJECT LOCA71MI29 ISLAND AVENUE 'CERTIFIED VERNAL POOLS.' •NO IWORMATION ANUM ABOUT LOCATION OF SEPTIC SYSTEM AT HIS SITE PER FAX FROM HYMNS PORT. MA •SITE 6 NOT WOW A PRIORITY HABITAT PER NHESP MAP OCTOM 1. 2008 BMNSWE 80MD OF HEALTH 03-03-00. 0 OM7 'PRIORITY H AWAIS OF RARE SPECIES' FOR SPECIES UNDER51 3.)DATUM:NGVD RM-14 N COM IA TY PANEL NO. 250001 0008 D THE MASSACHUSf M ETDDANGERED SPECIES ACT. REGULA710WS (321 C M R 10). J Z m - •SITE 6 NOT WITHIN A STATE APPROVED ZONE I GROUND WATER RECHARGE PRGH,IECT BENCHMARK TAG BOLT ON FIE HMWWT PROTECTION AREA DA-09025 \ I a=1145 NGVD EPH�r \ •SITE 6 NOT WITHIN A TOWN DESIGNATED ZONE OF CONTRLBlTION TO A PUBLIC (WATERSUPPL i !c� 4.)ONIRENT ZONING WO MOTION ZONING DIS1W Reside(RF-1 ntialI •SITE Y NOT LOCATED WITM A ZONE OF CONTRNUHION TO A SALTWATER ES7UMtY (WIN � � � � 3.0216 ��r MiiNMI MDT AREA = 43,560 SF REGULATION 360-45). MMIUI WDTH - 125' SSIONAL MINIMUM LOT FRONTAGE - 20' v WMUM FRONT YARD SETBACK - 31Y MINIMUM SIDE AND REAR YARD SETBACK - 15' (; Z Z c)!2- BEAN POLE SET STORIES WHICHEVERL30' (OR 2 1/2 L� AP DISTRICT �10'� LOCATION FINISH GRODE / 129 Island Avenue, Squaw Island ?' LAYER DOUBLE WASHED •-,-�3• 9' (MIN.) COVER/ 36' MAX = TANG BOLT ON FIRE HYDRANT 90 E 1/8' to 1/2 � �L. _ - 2- \� � HYANNIS PORT,'MA 02647 ER D67FAXMON LINES ELEV. 1145 NGVD FILTER � OR GEDIEVILE PREPARED FOR • (3)-4 LINES PVC �Obiwojm � � - �'� Wolfram Vedder, Trs. LEAcHNG FED 0085,19ECTION mlE NOT TO SCALE DESIGN SCHEDULE ELEVATION RDA - Septic Repair Plan SOIL LOGS DATE. MARCH 11,2009 - EXISTING FINISHED FLOOR 14.5 =12494 SEWER INVERT AT FouNa►noN 9.7 BA►XTER NYE ENGINEERING & SURVEYING B. 0. H. AGENT: DONNA MIORANDI SOIL EVALUATOR: STEPHEN MATSON, P.E. SEWER INVERT INTO SEPTIC TANK 8.4 SEWER INVERT OUT OF SEPTIC TANK 8.1 (�,- TEST PIT 1 TEST PIT 2 SEWER INVERT INTO DISTRIBUTION BOX 8.0 Registered Professional TYPICAL SYSTEM PROFILE -� _ � _ � �.M1. CON„TRUU ASS 5' t_ G.S.E. - 7.5 t G.S.E. - 9.5 t SEWER INVERT OUT OF DISTRIBUTION BOX 7.84 Engineer's and Land Surveyors ExLSTNG MANHOLE OVER � NOT SCALE - � - - - SEWER INVERT INTO LEACHING FIELD Hy MA 02601 •,.• �+ BOOR 6�� �AT LEAST' c � � y,,; 0 AP 0 AP 7.74 78 No>gfh Street,3rd Floor,Hyannis, al v - 14.5 FINISH SET RW & COINER �. SANDY LOAM SANDY LOAM BOTTOM OF LEACHING FIELD 7.1 Phont -(508) 771-7502 Fax-(508)7�l-7622 • FINISHED GNb10E OVER TAW - 11 Df GP EHD P "� 2 �� 11' 10 YR 2/1 11' 10 YR 2/1 WATER TABLE- OBSERVED AT ELEV. 1.5 'z FTINSNMm GFMAOE OVEN a HMOX - laot PROPOSED Frr6N1ED GRADE OVER LFEICHMNG HELD - 9.0* 10 0 10 20 3- ( 2" LAYER 1/8' TO 1/2- STONE B B �' 4• �. 40 PVC 4' sCH 40 PVC FAST FIRST 2' (TO BE � OR GEOTEAL.E FILTER FABRIC 9 � FINE SAND FINE SAND Leaching Area RequirementsINNINEW ) ,. - 330 10 YR 5/6 330 10 YR 5/6 2 BEDROOMS AT 110 GPO/BEDROOM = 220 GPD j SCALE IN FEET . mn DOUEILE WASHED SHONE 10' - SLAP •, 4' SCH. 46 PMC (3/4' to 1 1/27 C C (NO GARBAGE GRINDER) SCALE: 1" = 10' DATE: 3-16-09 BOTH of sYSIEM FINE SAND FINE SAND PERC RATE = <2 MIN. / INCH (CLASS 1 ) - JENroRcao oaNCRLTE 6' r Nv Ii-7.74 NOTE: MEAN HIGH WATER (EL 2.0 NGVD) 120- 10 YR 6/6 120" 10 YR 6/6 LIAR = 0.74 GPD/S.F. REV. DATE: RE KS TAKEN FROM oTI AL FLOOD PROFILES, FOOTING STONE tIrWE 5 MIN. NEW ENGLAND COASTLINE" U.S ARMY MIN. LEACHING AREA OF SAS. MEAN HIGH WATER CORPS OF ENGINEERS. SEPTEMBER 1988. PERC O 62' WATER OBSERVED O 96" 220 GPD/ 0.74 GPD/S.F.= 297 S.F. MIN. SP 1500 GALLON SEPTIC TANK (H-20) DISTRIBUTION BOX OBSERVED GROUNDWATER O ELEV 1.5 EL-2-0 RATE= <2 MIN/IN (EL 1.5) 2 1 30 12 NEW VARIANCE TO BENSTNIED ON A LEVEL STABLE LASE TO BE ASTATINE ON A LEVEL STRICT BASE PROPOSED SYSTEM: LEACH FIELD (1O'+30') = 300 S.F. 1 4 14 09 PER REVIEW SHEET DRAWING NUMBER SEPTIC TANK SIZING: 220 GPD x 200% = 440 GAM_ 0: 2009 2009-006 S R WRKSH se repair 1-30-12 USE 1500 GALLON TANK MIN. 2011-067 (2009-0 ) r OK /},/{_) ♦✓ IVY Aar ' `41V BO .•' • _ PAGE �o r 23 N WOLFRAM VEDDER f • W1.�. '� ��.�,�'(-,_gyp, r r �. \ rLLB HARAOrt E)OSiNIC CONCREIB SEAWALL ,�awu►ns�`- sf1E .+,, fit• `; \ \� OONSiRUCTW N /95S UNDER,."� \ \ \ CONiRACT N0. 1509. MA WEDGES SS' ti ` _ 1 now. D VISM OF WATERWAYS HEDGES YEW S 1133'05- E -- - - - - , 22 r y f i 199 76' / 7�� 45' r F� 50' BUFFER -- -- ` 113A-.BUFFER / A N T U C R E T 3' �,. TOP OF COASTAL BANK---, I GRAVEL DRIVEWAY I t E E --! [ / [ [ [ E -..� [ [ [ [ [ [ [ [ [ [ [ [ [ [ '" �- a��. 'dal ) LOCUS MAP Scale: 10 LWV w _w w _mow -w -w w _w /w - - - _._ w -w `\ \ \ \ \ \ \\ \ ES: w _ w \ \ \ CONSTRUCTION NO BENCHMARK: � - jam` w -`w --`'w w w I�AG NAIL SET IN PAVEMENT - - -�Z � 11 w w w N w • \ \ � 1. ALL SY51D1 COMPONENTS SWILL BE INSTALLED N ACCORAIWCE WITH TITLE V OF THE STATE SANITARY CODE DATED MARCH 31, 1995, AS MOM THROUGH THE DATE OF THIS 'ELEV.-t5.87 -��� - - - - - PLAN. & ANY LOCAL RULES & REGUWIONS APPLME o0w _ M 2. ANY CHANGE ro THIS PLAN MUST' BE APPRM N W'ITNG BY THE ENGINEER. ELEVAITDN r ♦�� J i30' BENCHMARK: NG v INFORMATION MUST NOT BE CHANGED MiHOU' WRITTEN PRIOR APPROVAL BY THE ENGINEER. � a---a--� FIFE-14.50 1Y OWELLI i/ - PROPANE 7AN� #129 \ 1WHENCONSTRILICTION IS COMPLETED, PRIOR TO BACIVI G, NOTIFY THE MW OF HEALTH U,TLI POTY , N A N T U C K E T T FO .- AGENT' NSPECTIOHN. [� 2 LE TEST PIT /2 0 _ _ O O 7 4. ALL SANITARY DISPOSAL SYSMI PIPING TO BE 4- SCHED 40 PV'C` UNLESS OTHERWSE O - - lop S 0 U N D NOTED HELM FLAGPOLEMIN. RELOCATE GAS METER \ , \ \ 5. EXCAVIIIE IMSUfAHI E WTEItW.AS NOTED ro THE 'C HHORLzoN' FOR A HHOHtfL DISTANCE t�5.5z55 rosv� TOP LE IT1��T�SiI� REPLACE WITH CLEAN SAND PER 310 C1R �!► / c TEST PP 0 PROPANE T T RELOCME PROPAL►NE TANK AND ` TOP OF COASTAL BANK 'Z 1-1 NSTALL-NEW SERVICE 70 HOUSE •. 6.T �' �1 IRON PIPE FOUND 6 IMUIE ALL PIPES AGAINST FREEZ AS REMO WHEN LESS THAN 3' OF COVER G __RE_BAR SET S 1133'H>S�E 220' t POLE SET FREEZING AS THE INTERNAL PLUiNHG OF THE DO W COTTAGE WN L HAVE iO BE MGDFI D ro R1 PE t No1 AN SET �_ 2LF t CONSTRUCT THE PROPOSED SEPTIC S1'SIEli. • IRON PIPE FOUND a THE CONTRACTOR SHALL CONTACT DiG SAFE (AT 1 -DIG-SAFE� AND UTILITY IRON PIPE FOUND COMPANIES iO LOCATE ALL WING U1 R S. AT LEAST 72 HOURS BEFORE THE START OF 'L OONSiRU(:i101N. THE 00NTRACTOR SHALL DETERMINE THE EXACT LOCATION, BOTH HORIZONTALLY AND VERTIGY.LY, OF ALL EXISTING UTILITIES BEFORE THE START OF ANY WORK THE LOCATION PUSH N/F STEPHEN W. KIDDER LOT AREA TO FACE OF A '�� OF BMW UNDERGROUND UTILITIES ARE SHOWN N ROP SEAWALLAN APPNIATE WAY ONLY, MAY NOT BE & MARK B. ELEFANTE, TITS. . IWO TO THOSE SHOWN HIM AW HVE NOT WN INCIEPENDENTLY VERIFIED BY THE ANDEXISTTI CONCRETE STRUCTURE �`� OWNER OR ITS ENTATIME THE CONTIbiCTOR AGREES TO BE FULLY RE'SPONSRE FOR v ,.1 BRAMBLETYDE TRUST 9,080 SQ. FT. - �, ANY AND ALL RANGES WENCH MWGHf BE OCCASIONED BY THE FAILURE TO 0.2 ACRES LOCATE THE UTILITIES EXACTLY. F ELDIATiON NFORYATION DIFFERS FROM PUN NI'MMAJ OK /� THE CONTRACTOR SHALL NOTIFY THE ENGINEER N MEDD147MY FOR POSSE.E REDESIGN. AT UTILITY CIMWGS, VERIFY N FTELD THE LOCATION / INVERTS OF ELECTRIC, GAS, TELEPHONE ((y &DIRtZ`i1I COMiHEACON1ROR SHALL PMR6atVEALALL UNP DEREOG OINU MUTES ASS REAM �� 803 MM CONCRETE SEAWALL GENERAL NOTES : r •v o-NSIRUCiM N 1955 UNER 9. THE PROPOSED UTILITY CONNECTIONS SHOWN HEREON ARE SCHEMATIC. FINAL LAYOUT 1.) THE UPGRADE,W OF THIS PLAN IS ro DETAIL PROPOSED WORK AT THIS SITE FOR SEPTIC 5.)A IDLE SL7=HITS NOT NOFERN HIED FOR iNS SITE IFD DMI1110 10 K IC.) b CONTRACT Na 1509. MASS SHALL BE AS DETER1ILE'D BY THE APPROPRIATE UTILITY COMPANY! NIMEMW A TIME SENM,II S KL E FEI FOAMED Or OIfRS D.P.M . DIN90N OF WATERWAYS •liE OONIRACICNt SMALL OOINTACT DIG SAFE(AT 1-�eee�•DFc-s�AFq AND unnY coMPANEs TO 1)LOANS 5 CMMSED OF: a) THE PQOPE V LINE iIN01MIITIDN SIIOMN 6 BW ON MVIENT AFIUIE MM WRMWiWON LOCATE ALL DO W UWE% AT LEAST 72 HOURS PRIOR TO THE START OF CONSIRlICIM / � 10. THE D I NG CESSPOOL (wIEN FOUND) SMALL BE AAPED, LID CRUSHED AND FILLED OON OW OF PRAMS AID DE1W THE LOCATION OF ETISDNB INDER6ROU10 IiFRASIRUCW UTWTFS, MOM AND LINES ARE WDIBLE ASSESSORS WP 265 PARCEL. CIS/= 7N:Eb.) i W S NUCIUIES 9I0MN HFNIEON WITS BDIIIED O FROM AN ON 1iE GUM HAD SUWEY SHOWN N AN APR�ATE WONLY. MAY NOT BE LOW 10 THNOSE SHOW IBM AND A 1 WITH CLEAN SAND OR tEJpVED: ALL W FOR OOI 193 P LOT C 0 LAND COURT LM 15457A (,It'LY 25, 3) PEIRa O or aAxIFJt NYE s SAW=ON ARCH A, 200r HAVE BEEN IWESEIIRCHFD 9ASFD ON THE ANAIABLE UTILITY REiD01WOs NOTED NfREDN. THE LTR1 L OF mTIT 1173;O (PARCEL 1) NIRICM AGREES 10 6E RALLY RESPON661F ANY AND MiGES WHICH W#HT BE / J` Logs 6 ROW TO A cOWroNMw.nH of MAssAaHusETis WEilANIDs a) corllrM,�nY PANEL N� 250001 000er o ocasloNED BY THE oDNrRACTarS HxLNE to Lo(yaE sAo IN�AND un1TLEs `--fir, \ � � �,( � ;� VARIANCE REQUESTED.MM FED CONDITIONS ti REs► m (OEU) SEE LAD COIAIf DOCUAE OD NIT 2SM71-1 THE FLO INSURANCE RAZE OP DEFINES T AREA AS ZONE* NOTIFY THE FHG LEER 29EDA MY� P�OSS PLAN REDE�96N THE CONiRiCIOR SMALLw PER AT LOG INDICA C, IL A10 (ELII) R VIC (EL22) NST ` ) ��=E ����✓%r WTI&E BOrIRD OF HEALTH - SETBU REa1RElIEHNTS (360-1) - ro ALLOW A SEPTIC L y V - TAM( TO BE Ar FROM A COASTAL BIM( N LIEU OF 100' AND TO ALLOW A DISTRIBUTION SOX �+ • IIR ELECTRIC TES SERVICE`10 THE OWELIJNG E 6 FED FROM PONE 23/hT!-J1 �� � \� \ " � �' OWNER (PER ASSESSORS RECORDS} 9.) FAX DAZED: 02-27-OA ""� �`;�� , � � \� ) �. TO BE 97' FROM A COASTAL. BAN( N LIEU OF 100. SITE 6 NOT WRFW AN A♦C'.EC. (AREA OF CRITICAL ENVIRONMENTAL VRO� CONCERIN.)TAL -TOM TO WIM 6 AMIABLE AT THIS SITE PR58U NAL IRGH NATIO BAN( ,R of ESTIMATED HAHFfAT of RARE WH WILDLIFE PER C/0 PNC ADNSORS C/0 C8Q SITE 6 NOT INIHHNN AI 2008 'ESi1AAlED HABITATS OF RARE wILpJFE- •KEMWN ENERGY CaN WY NOTES THERE 6 i O GAS SEW Al'THIS SUE - 03/b3/O9 - NOTE PA: BOX 113327 NHESP MAP OCTOBER 1, CARROLLTON, TX 75DII-3327 FIX? USE WITH THEW WETLANDS PROTECTION ACT REC,TAATTONS (310 CUR 10).- PROPANE i1W( NORTH SIDE Of E70SiING DRUM lN>a11IDN OF lA�IDERGROIAD OOMNECTION VAR1ANl:'E APPROVED: •SITE DOES NOT CONTAIN A CERIFID VERNAL POOL PER NESP MAP OCTOBER 1. 2008 TONOr KNbWNL �'� \ PROJECT LOC/1110NM29 ISLAND AYEMIE •=I F1ED VERNAL. POOLS.' •No N901ION AMKABLE ABOUT LOCATION OF SEPTC SKIN AT H6 SITE PER FAX FROM p . MA -SITE 6 NOT WITHIN A PRIORITY HABITAT PER NHESP MAP OCi BERR 1. 2008 RVIN SIXILE BOARD OF HEALTH 03-0�3-09 WANMIS �\ o 02647 'PRIORITY HA1107S OF RARE SPECKS' FOR SPECKS UNDER "�� d► 11E M 1)DATUM:NGVD RM-14 N COMMMIY PANEL Na 250001 000e D V1SSAd#1SET15 ONONNGt7ED SPECIES ACT. RECWILAT10N6 (321 CUR 10). •SITE 6 NOT WITHIN A STATE APPROVED ZONE I GROUND WATER REGORGE PROJECT BONCHMARI(: 1AG Bar ON FIRE HWf PROTECTION AREA EL-1145 NIGVD -SITE 6 NOT WITHIN A TOWN DESIGNATED ZONE OF CONTRIBUTION TO A PUBLIC WAI R SUPPLY. Q��f� �\. jp'�� STE7PMEN +)CIAWREaIf ZONING IFOIaIIITIDN -SITE 6 NOT LOCATED WITHIN A ZONE OF CONTRIBUTION TO A SAL707M ESRMARY (BON A / (� ZOWG DBiRICI W-1 (RMidal" REGULATiON 360-45). MNiNAI LOT AREA - 43,560 SF l J DA-09025 WMNWM - 125' \ u MINIWAI LOT FRO MM - 20' �FG)&TfIN ON FRONT'YARD SEiIICI( - 30' WON MNKNH SIDE AND RFAR YARD SETBACK - IV W MN RUM HEIGHT - W (6 OR 2 1� BEAN POLE SET sloslowWNNE1kR LESSEJi' LOCATION AP D6TRICf (----,o'---� � FINISH GRACE ` 129 Island Avenue, Squaw Island r uYER oouBLE WrISFNEO IN• (MW.) oOVER/ 36- MAx �_ , ��, 4 W NCHMAH�K: s uff i/b' to 1/2" L_ _ _ 2• �� l �,(,I� _ HYAHHIS PORT, MA 02647 = TAG NXT ON FiRE HYDRANT OVER �� INS OR (EOTD(TL j E FILTER FABRIC I ELEV. 13.45 NOW �' (_ � � � -� PREPARED FOR WMAjO170 PC /�� \ �/ Pittsburgh National Bank, Trustee MCHM FM CROSS-SECTION MENOT TO SCALE SOIL LOGS DATE: MARCH 11,2009 DESIGN SCHEDULE ELEVATION RDA - Septic Rgmlr Plan P#=12494 EXISTING FINISHED FLOOR 14.5 SEWER INVERT AT FOUNDATION 9'2 BA.XT�R NYE ENGINEERING & SURVEYING SOIL EVALUATOR: STEPHEN MATSON, P.E. SEWER INVERT INTO SEPTIC TANK 9.0 B. 0. H. AGENT: DONNA MIORANDI SEINER INVERT OUT OF SEPTIC TANK 8.75 TEST PIT 1 TEST PIT 2 SEWER INVERT INTO DISTRIBUTION BOX 8.0 Registered Professional TYPICAL SYSTEM PROFILE G.S.E. = 7.5't G.S.E. = 9.5't SEWER INVERT OUT OF DISTRiBUT10N BOX 7.84 Engineers and Land Surveyors CONSTRUCT ACCESS NOT TO SCALE EOSINS I,N,,I,II P ME OVER INLET O'q O-q SEWER INVERT INTO LEACHING FIELD 7.74 78 North Street,3rd Floor,Hyannis,MA 02601 ' a , SET COVER �, F> C FFn�S+ GRCE a �� SANDY LOAM SANDY LOAM ow OF LEACHING FIELD 7.1 Phone-(508)771-7502 Fax-(508)771-7622 CAP E]ND of PIPES 11' 10 YR 2/1 11' 10 YR 2/1 WATER TABLE: OBSEF U AT ELEV. 1.5 FMr9#D GTbIDE OVER IIWN( - 11.Ot F1N190 61010E OVER 0. B00( - 10.Of PROPOSED FINISHED GRADE OVER LEACWG FED = 10.* B B 2- LAYER 1 S- TO 1 2- STONERequirements 10 0 10 20 GEO „ FINE SAND FINE SAND Leaching Area a R e q u 1 re m e n t s 4- SCH. 40 PVC •�• FILTER FABRIC 9- MIN COMER - 4 scH. 4o PVC FIRST 2 (TO BE LEVEL) SmOSM40 PERIFORATED PVC PIPE 33' 10 YR 5/6 33' 10 YR 5/6 2 BEDROOMS AT 110 GPD/BEDROOM - 220 GPO c ��• ooUelE WAN STONE SCALE IN FEET c - to• (3/4- to 1 1/21 C C (NO GARBAGE GRINDER) BAfflF SU1P r 4 SCH. 40 PVC _ _ BOTTOM OF SYS1 EM FINE SAND _ SCALE' 1" 10' DATE: 3-16-09 • _WL Q-�1 FINE SAND PEFIC RATE <2 MIN. / INCH (CLASS 1 ) NOTE: MEAN HiGH WATER (EL 2.0 NGVD) 120- 10 YR 6/6 120' 10 YR 6/6 LIAR = 0.74 GPD/S.F. REV. DATE: REMARKS �'cRusiHm W IN-7.74 TAKEN FROM oTM FLOOD PROFILES, ooNt "' " SiDNE BASE 5 NEW ENGLAND COASTLINE' U.S ARMY MIN. LEACHING AREA OF SAS. Y FOSP ' ''' CORPS OF ENGINEERS, SEPTEMBER 1988. PERC O 62' WATER OBSERVED O 96' _ •.;--'� '.•L-�•. :.!•...�,.�... ..,�: ,,..:.•,. MEAN HIGH WATER r EL-2.o RATE= <2 MIN/IN (EL 1.5) �0 GPO/ 0.74 GPD/S.F.= 297 S.F. MIN. -20) DISTRIBUTION BOX OBSERVED GROUNDWATER O ElEV 1.5 1500 GALLON 97M TANK (H TO BE INS7AlLID ON A LEVEL SOVI<E SASE 1D BE NSTAIIPD ON A t�VEl S111EIF EVE LFACMNG FIELD (lYel PROPOSED SYSTEM: LEACH FIELD (10'+30') = 300 S.F. 1 4 14 09 REMSIONIS PER DRAWING REVEL/ SFDRAWING NUMBER SEPTIC TANK SIZING. 27..0 GPO x 2O= = W GAL 0: 2009 2009-006 SU WRKS 2009-006-ws.dw USE 1500 GALLON TANK MIN. 2009-006 C , c� p O'. C C n C PLAN 9OW = .7� �, �' `� •�� - C PAOf 23 N/F WOLFRAM VEDDER 01 - c i +' OQSTMG CONCRETE SEAWALL ILL1P ,. 1NABOaR CONSTRUCTED IN 1955 UNDER �s\ar► s �1� I'�_.•:.�:.. \ HEDGES ,�"� ( .��' CONTRACT NO. 1509, MASS - / D.P.W DIVISION OF WATERWAYS ~ ,•' Q - -I- -- -- -- -- - - - - - - -_ - _ - _ _ 50' BUFFER �� 45' f •...�. \ � �p.� ,',ti„ 100,BUFFER - 14.1' A `N T U! C K R S' D `V N t E E E -E E E GRAVEL DRIVEWAY TOP OF COASTAL BANK E E t -E E E E E -=t t E E t dt��ct+w_ -w .-_w -w 'w - - � - .. _ '---E E t E E LOCUS MAP Scale.' 1 ' E w w _w w -- - - - -- - - -w--_w ---w -w --w ` 1 LWV BENCHMARK: - Jr.�� -w _w _w \ V MAG NAIL SET IN PAVEMENT -- - -t2 BFE 11 -- w w -w w w --W w _w BLKHD 'ELEV: 15.8-7 - - - "•- - \ CONSTRUCTION NOTES: 1 �� m 1. ALL SYSTEM COAPONEINM SHQL DIE' INSTALLED N ACCORDANCE MW TITLE V OF IHE BENCHMARK: _ AS_ UTILITY PROPANE // ` •• � FFEs14.50 1 STORY DWEl1JNG � PLAN, a ANY IAGL RULES REgA.A DATED MWCH il�AppL1f�.6 THROUGH THE 11�lE Of THIS �.. POLE � � � __ _ _ TANK �129 `6. / - TEST PIT #2 _ / ` 2. ANY CNANGE M THIS PLAN MIST BE APPROVED N SM. 4o P N A N T U C K E T M�NG �, 000 �, NOdtlM110N MUST NOT EE CLANGED MTHIOIIT WRRiEN PRIOR APPROVAL BY THE ENGaWBt 3. MEBN CONSiRUCILON IS COIPLEIED, PRIOR TO B11a0<uIM, NOTIFY THE BOARD OF LMIH RELOCATE GAS METER S 0 U N D ANEW MR INSPECTION. ®FLAGPOLE 4. ALL SAWIARY DISPOSAL. SYSTEM PPNM TO LE 4'SOO 40 PVC. UNLESS OTHERWISE NOTED HERENV. -y �' TEST PIT /I T RELOCATE PROPANE TANK AND ` ` TOP OF COASTAL BANK 5. E IC"TE MORE MAIL K AS NOTED TO THE t NNW FOR A NOW DISTANCE INSTALL"AEW SERVICE TO HOUSE 6,T A F fT OF 5' SURROUNDING THE LEACH W FED. AND REPLACE OW CLEAN SAND PER 310 CUR REBAR SET SET S 11.33'05,E 220' f BEAN POLE SET IRON PIPE FOUND 15.2M5 10 THE TOP ELENITpN OF THE SAS, I ON OUN 19 BEAN SET 28' t Q INSULATE ALL PIPES AGAINST R E M NST F AS REOI O MEN LESS THAN 3' OF COVER. Z � IRON PIPE FOUND IRON PIPE FOUND CONSTRUCT THE PROPOSED SLPI SY51EM. HAVE lO BE VMS TO G tlRtlsH1 N/1= STEPHEN W. KIDDER 1-11116-00�SAFE) AM UTILITY LOT AREA TO FACE OF ; LOCATE �EtOW URf1ES. �l�(72THOURS_ THE SM OF & MARK B. ELEFANTE, TRS. CONCRETE SEAWALL Q = RUCI O � Y AND EXISTING STRUCTURE NO V ILLY ALL EbS�NG BEFORE 1 HO UD OF EI STNM ERROUD UTUIES ARE SHOWN N AN APPROXIMATE MY ONLY, MAY NOT IE ION BRAMBLETYDE TRUST LIMED TO 1FDSE SIDMN HEREON MD INVE NUT BEEN IDERENO H(RY VOID BY IHE 9,080 SO. FT. o OWNER OR ITS REPRE:SENIATIVE THE CONTRACTOR AGREES TO BE FULLY FE91OHSM FOR 0.2 ACRES ANY AND ALL WAIAGES MACH MIGHT BE OCCASIONED BY THE CONTRACTOR'S FAILURE TO L:OME TFE UMES EXACTLY F ELEW70 II IN DEFERS FROM PLAN ME'ORIMTIOK J \ THE CONTRACTOR SILL NOTIFY THE ENG W NIEEDIAIELY FOR POME REDESIGN. AT UTUIY CROSSINGS, VERIFY N FIELD THE LOCATION/NVEIM OF ELECTRIC, CrIS,, TEIZPH ONE Q a DATAICOW AND RELOCATE F CONFUCIIM ow PROPOSED NAM PER THE E NGI E RS GENERAL NOTES : EbSTING CONCRETE SEAWALL COMM THE CONTRACTOR SWILL. PRESERVE ALL UNDERGROUND UTILITIES AS REQUIRED. 'a 5.) A AT THIS SITE FOR SEP 1.) OF THIS PLAN S lO DETAIL W M 70 CONSTRUCTED IN 1955 UNDER 9. THE PROPOSED UTILITY CONNECTIONS SHOWN HEREON ARE SCNEINTIC. FINAL LAYOUT PLANPROPOSED ORK TIC A TIRE ZWCH 9*1 PW MlED BY OFFERS CONTRACT LE 10.) �' CONTRACT NO. 1509. MASS o.P.w, DIVISION OF WATERWAYS SHALL BE AS DETERRED BY THE APPROPRIATE UILft1' COMPAW. •11E CONTRACTOR SHALL CONTACT DIG SAFE(AT t-888-OI(s-sAFE� AND UINJTY COMPANIES TO 2.)LOCUS IS COMPRISED OF: 8) THE HYIOPERIY LIE IiONWION SHOWN S LASED ON CXIIJENT A W ABLE MECOIID IMFORMITI N LOCATE ALL DWI G UILlIES, AT LEAST 72 NOUNS PRIOR TO THE START OF CONSIRUC11pV i (ANEW RTIID) SHALL BE PIMPLE, LA CRUSHED AND FILED OONSIM OF PLANS AND OEIM THE LOCATION OF DOW UNDERGROUND WRISTRUCII� UME$ CODUIIB AND LIES ARE Q/ / i10 E O LNGAND OR REMOVED LOTBAR CT0 L D COURT MAP 545 PARCEL 018/093 7.) THE Dow S?RUCRIIEs=WIN NNW WIS OBIANED FROM AN ON THE 8R0110 FIELD SURVEY SHE N AN APPRO)MIE IRY ONLY, MAY NOT BE LUTED TO THOSE SHOWN HEREIN AND Q v1 LOT C O UIHD COURT PLAN 15457A L 1) 25, 1933) P� OV�pI WE pOt�a SURE= ON U%WH A 2W9. HAVE BEW RESEARCHED BASED ON THE AMIABLE URITY FORDS NOTED HEREON. THE \ (TJtTF7C•A1E of TITLE 190105 (FIIRCEL 1) CONTRACTOR AGREES TO BE FULLY RESPONSIBLE FOR ANY AHD ALL DAMAGES MACH MIGHT BE S S LOCUS OCCASIONED Or THE OONIRACI�S FAILURE TO LOCALE SAID NFRIISMUCTURE AHD UTILM ILOCUSIMECf TO A COMMONWEALTH of Y�ISSAt3MRSElTS WERAHDS &) COIMILMIY PANEL. MIIDEER 25000t WOO D EXACTLY. F FED CONDITIONS DIFFERS FROM PEON NFORMAl10N, THE CONTRACTOR sHNLL /I RESTRICTION (DEM) SEE LAND COURT DOCUAENf 28f,071-1 THE FLOOD NSUft4I RATE AMP DEFINES THIS AREA AS ZONE NOTIFY THE FED CO DIIONS IF FOR POSSIBLE REDESKAI C, tr, A10 (EL11) a v10 (a.22) I✓ E - Q `� OWNER (PER Ass RECORDS): g.) NSTAR ELECTRIC W 0 TES SOW TO THE OWELIM AT LOCUS 6 FED FROM POLE 23/h27-A PER Q �� / WVIN SLAHD AVE R.T. •SITE S NOT WITHIN AN A.C.EC. (AREA OF CRRK'N. ENVIRONMENTAL CONCERN). FAX DATED. 02-27-09. -TOWN 07M S AWL40LE AT THIS SITE WOLFRAM VEDOER TRS. -SITE S NOT WITHIN MH AREA OF ESTIMATED HABITAT OF RARE WILDLIFE PER � Q � J/ MMK TEXAS 78746 FOR USE 1�W�ETLANDS PROTECTION ACT REGULATIONS 3 01 CM? 10.'2008 IMWTED HABITATS OF RARE WILDI •FROPME T WIISAAN A 7NORTH SIDE DEW OWELIdi(` LWA71ON DEIMW WO INK IS NO GAS E OF AT�U DER=UD SITE - � ( )•SITE DOES NOT CONTAIN A (3=RRTFIED VERNAL POOL PER NFESP MAP OCIOBEit 1, 2008 TO BUILDING NOT KNOWIN. PROTECT LOCATION 129 ISLAND AVENUE FIED VERNAL S.' •NO NFORMAIION AMIABLE ABOUT LOCATION OF SEPTIC SYSTEM AT HIS SITE PER FAX INN Q HYMNS PORT, AM -S M S NOT WITHIN A PRIORITY HABITAT PER MNESP MAP OCTOBER 1, 2008 8101STABLE BOARD OF HEALTH 01-03--M 02647 HABITHE MAnACH UU�� ACT REGULATIONS (321 CMt 10). ROLRE SPECIES' FOR SPECIES UNDER 3.)DATUM.NOWRM-14 N OOWlN 000 1Y PANEL N0. 251 0008 D - m • PROJECT BENCHMARK TAG BOLT ON HIRE M'DRWT PROTECTION AREA. A STATE APPROVED ZONE N CAROTID WATER RECHARGE EL=13.45 NGVD •SITE S NOT WITHIN A TOWN DESIGNATED ZONE OF CONTRIBUTION TO A PUMIC WATER DA-09025 4.)CURRENT-ZONING INFORMATION SUPPLY ZONING DISTRICT RF-1 (RwWwo6d) -SITE S NOT LOCATED WITHIN A ZONE OF CONTRIBUTION TO A SALTWATER ESTUARY (BON OF ss MINIMUM LOT AREA = 43,56D SF REGULATION 360-45). MNNINM WIDTH = 125' L Y n`� MINIMUM LOT FRONI•AGE = 21Y MIM MM FRONT YARD SEIIIAfX( = 30' � / v -o No,30211 e � v' MPI SIDE AND REAR YARD SETBACK = 15' c,9•�t' Tr��tV.�c��,' BEAN POLE SET MA)UN BUILDING FAIT = 30' (OR 2 1/2 � STORE R S S MNICFEVE LESSER) ON L_ -� AP OS1RICT -10, LOCATION 2 lD�L FINISH GRADE BENCHMARK: 2' LAYER DOUBLE WII 9: (MN.) COVER/ 3r MAX 129 Island Avenue, Squaw Island STONE TAG BOLT NM FIRE HYDRANT OVER DISTRIBUTION TION LINES VV_ OR GEOTEXTIE FILTER FABRIC _ !r 2 ELEV. 13.45 Q NYAHHIS PORTt MA 02647 a' Q (3)-4DSTRIBl1110N LINES PVC PREPARED f17R i CHM FM CROWSECTIM l Wolfram Vedder, Trs■ NOT TO SCALE TITLE SOIL LOGS DATE: MARCH 11,2009 DESIGN SCHEDULE Pt= 12494 ELEVATION RDA • Sepik Repair Plan EXISTING FINISHED FLOOR 14.5 SOIL EVALUATOR: STEPHEN MATSON, P.E. SEWER INVERT AT FOUNDATION 9•7 B. 0. H. AGENT: DONNA MIORANDI SETTER INVERT INTO SEPTIC TANK 8.4 BAXTER NYE ENGINEERING & SURVEYING TEST PIT 1 TEST PIT 2 SEWER INVERT OUT OF SEPTIC TANK 8.1 °° TYPICAL SYSTEM PROFILE G.S.E. = 7.5t G.S.E. = 9.5'f SEWER INVERT INTO DISTRIBUTION8.0 Re ' tend BOX grs Professional � NOT To SCALE 0ST �NI 0'AP 0"AP SEWER INVERT OUT OF DISTRIBUTION BOX 7.84 Engineers and Land Surveyors FIN&I FLOOR TO TANK TO AT LEAST SANDY LOAM SANDY LOAM SEWER INVERT INTO LEACHING FIELD 7.74 78 North Street,3rd Floor,Hyannis,MA 02601 ELEV = 14.5' WITHIN 6' FINISH GRADE ' ij FINISHED c;rrADE OVER 1� = 11•of �� �` � I - 41' CAP ETLD of PIPES 11" 10 YR 2/1 11" 10 YR 2/1 BOTTOM OF LEACHING FIELD 7.o Phone-(508)771-7502 Fax-(508) 771-7622 GRilOf OVER D. BOX = tO.Of PROPOSED FIrfSFNED GRADE OVER LEACFNIM FEW = 9.0* B B WATER TABLE: OBSERVED AT ELEV. 1.5-ADJUSTED ELEV. 2.0 MHW 4 � B 3- ( 2" LAYER 1/8- To t/2- STONE FINE SAND FINE SAND 4 a ' : +- SCH• +0 I 4' S H. 40 PVC FIRST 2J � EE LEVEL) OR GEOTtJ(T1LE FILTER FABRIC 9 MIN CdVER 33" 10 YR 5/6 33" 1 o YR 5/s Leaching Area Requirements '° o 10 20 .- _ C _ 10, DOUBLE WASHED STONE C C 3 BEDROOMS AT 110 GPO/BEDROOM = 220 GPD SCALE IN FEET L�FFLE • StEMP 4• SCH. 40 PVC (3/4 to 1 1/2� FINE SAND FINE SAND (NO GARBAGE GRINDER) -, S 14• wM. ,_-: BOTTOM OF a• SYSTEM 120" 10 YR 6/6 120" 10 YR 6/6 PERC RATE = <2 MIN. / INCH (CLASS 1 ) SCALE. 1" = 10' DATE: 3-16-09 � :yam ••-rr ..'. R CONCRETT CRlH9ED NV Nw7.74 LTAR = 0.74 GPD/S.F. RE/ DATE: REMARKS YW FDotnc sTDHE L 5' MIN. PERC O 62" WATER OBSERVED O 96" MIN. LEACHING AREA OF SAS. �.i•i""', '1"' is' •:✓•.-.��.. •I• i•,••:•^'y- - MEAN HIGH WATER RATE= <2 MIN/IN (EL 1.5) EL-2.0 330 GPD/ 0.74 GPD/S.F.= 406 S.F. MIN. 3 2 10 12 REV. SYSTEM 3 BEDROOMS SP 15M GALLON SEP71C TANK (H-20) 06MBU'TION BOX OBSERVED GROUNDWATER O ELEV 1.5 2 1 30 12 REV. SYSTEM VOMS TO BE INSTALLED ON A LEVEE. STABLE RISE TO BE INSTALLED ON A LEVEL STABLE BASE LEACHHN6 FIELD ( =) &M- MEAN HIGH WATER (EL 2.0 NGVD) PROPOSED SYSTEM: LEACH FIELD (10'+41) = 410 S.F. L1 4 14 09 1 REVISIONS PER REVIEW SHEET OPANiK MASER �D TAKEN FROM *TIDAL NEW ENGLANDCOA.STUNE U.PROFILES,ARMY SEPTIC TANK SIZING: 330 GPO :c 200% = 660 GAL 0: 2009 2009-006 SU WRKS sep repair 1-30-12 CORPS OF ENGINEERS, SEPTEMBER 1988. USE 1500 GALLON TANK MIN, 2011-067 2009-006 BAXTER NYE ` ENGINEERING & O.E.P. FIFE #SE 3-5059 ELEVATED STAIRWAY DETAIL Apr o SURVEYING _ � ofc�lr►� ExpirApril26, tots - � �4 ..- 4' x 4" TREATED POSTS '' ► . . �1rt� �: ) •�; :* �'; •A CONSERVATIGR�f NOTES: �e 9' �• ,- f Registered Professional Engineers ' 04 ALLOW 1 SPACING BETWEEN STAIR TREADS <<w ,. + sly •t I. NO WORK IS fO BE DONE UNIT FORMS A & B ALONG WITH REQUIRED ' .: ', a �47 •' ,% , ;� _ S; r �.�. and Land Surveyors PHOiOGRAPHS ARE SUBMITTED TO CONSERVATION COMMISSION. — RELATE SLOPE OF STAIR 4ROOR - . v �. ; ;; •; 78 North Street — 3rd Floor 2 LIMIT OF IMOIti( SHALL CONSIST OF HAYBALES AND SILT FENCING - � TO SLOPE OF GROUND � ,_ � W�C�?TM,�" ` fITE ��- . M BE MAWAHM N GOOD F"M UNiIL COMPLETION OF PROJECT. 3. A DOPY OF TIME AS FOINQATION PLAN SHALL BE DEIJYERED TO Hyannis, Massachusetts 02601 a0 r r s i r� ••• THE OONSOQV�Al10N COMMISSION. � � 2 x 4 HAND RAIL -rt- ,.' � .; ,' �_ �` 4. ALL ROOF LEA10M SHALL DISCHARGE TO DRY WELLS OR DRIP TRENCIES. 2' x 4" KICK RAIL �- `'� Phone — (508) 771—7502 5. A MITIGATION PLANING PLAN SHALL BE PREPARED N CONSULTATION 4< 2 x 12 TREADS OR THRU-FLOW DECKING _ ` _ Fax — (508) 771—7622 WITH CONMNATtON COMMISSION STAFF. ? k 7? 2' x e CLEAT OR DADO WWW.bOXtef-ny12.00T11 ` GALVANIZED BOLT ,� - - ,�,�„ CONCRETE BLOCKS 1' v j., EMOVABLE END SECTION LA �- (IF REQUIRED) '�� '■ � STAMP >�Vs MAP STAMP A M P OF STFPHEN NG LALLYN PLAN CARRY POSTS 5' BELOW GRADE GENDUL VOTE$ : �o w�soN B�K gg 1.) THE INTENT OF THIS PLAN s 10 SHOW PROPOSM WDFd('AT LOCUS Cn 23 \o Nis 30216 PAGE 2.)LOCUS IS COMN'R W OF : FF NAL LNG/� . Ci N BAR E49LE A5�OR'S NAP 265 PARCEL 0161001 M 018/002 LOT C 0 LMD COURT PLAN 15157A (AXY 25, 1933) CERTFTGIIE OF TITLE 190105 (PARCEL 1) C N S U L T A N T LOCUS 6 SUULT ID A OOIMIONNEiLTH OF MKSSACHUSETIS MERIMD6 RE ML71ON (DiM) SEE LAND COURT DOCUENT 2OW71-1 ' eEAa1 OWNER (PER 1 SSESSORS RECORDS): MYDV ELAID ME RT. (/129) t ''•• `� \ \` !�? t WOURAY YEDDER (1119) CONSULTANT AUSTNd, TEXAS 78746 26 / rya PROJECT L.00J:iION: 119 d< 129 ISLAND AYOIN: HEDGES HEDGES �� �• �S�I4@''Ctl" '24 t \ \ \ i M'AMIS PORT, w 02647 F .I *;r N� ti ,,.� ,•,�ti. _?��"_.. `_/U^ �' _/�_ 1 / ,/ BR!J SH �' •• 1 ` t \ t 1 1 M I rrti� \ /r i.AND,i a,Pr D \\� N Q.+<y. • - ..,� \ ` 3.)DMTINr:NGYD R11-14 N PREPARED FOR : �-+ D � L + � OOIMAMiY PANEL NO. 250001 0008 D 3' - ^i l PROJECT BENCHMARK: TAG BOLT ON FiRE HA'DR�WT a-114,5 NM TiON W r `:•�~ - UN� _ BLt1ESTONE o \ \ � ' �l+; t rZn 4.)CURRENT ZOil1C NFOIMN am Vedder WALKWAY `r ` , �,� \ ` zoo DIS'iRN,� RF-1 (iDeeidom) C +. MNNMMI UT AREA = 43,560 SF M KIM MAN - 125' ✓ ? W MA1 LC'I'FRONTAGE - 2a' ` ' R ` NAP �p�� /� �, ` `` , 1 � N . 1 BEACH MNNM UII FIIW YARD SR:TM - W !'�I'._`_ ,j Ir vd •.0:ter" • i ` �245 P _-AIiCQ. lT1L! • 1 + A , ri.. N - , 1M LFRM ANG MI RE AND REAR YARD SEi U 15 �'� y ' wNw B.aDN+G ►oalr = 30' (OR 2 1/2 STORMS wF'Iam IS LESSER) ME'EP. ( •� } fit`, j 1 Al , AP osnarT 5.) A TITLE WARM HG MDT KDI PE FMO FOR TNS SHL F DEiEWO 10 M \ (`� 1BESW A t E SUKH SINLL BE FEIVO IMD BY OiT M 6.) THE PMFUffY UE NORM UN S M IS B,W ON aWIENT AMIABLE RCQD REMO IDN \ P� �\ r���WW ✓V `\ J # ,�s ; r I ` 1 ' , COMAS M OF PLA45 AND OE M \ f rJFt ..� � �i +','J' � i } II , , ' I i tl OF a 7. J' ) RE E1�W �11C11M WIWI IE1Ml M DlS ON3'Wm HHMI AN ON 11E CR011�0 FE10 SURYE7 t` -+\ �� e• t t �J �p� I o n i o PEI MED By BMXIER MBE OW&U IC!SIAIIEW ON WR6G1 A 2= A NObOW 27, 2012 E' GR N 1 I t o s Ap OOYNMIY F�:^�1 NUI� YaOI)O1 OOOB D \ ` u THE FLOOD 1�yJRWM RATE IMP D&TE5 TINS AREA AS COASTAL BAWK y� - �• SITE IS NOT WiTI•MN AN A. \ `� - •, � --- --` -��_ -1 i c.E.c. (AREA of cRTncAI E�IiARONMEMTAI cowc�I). *�:`` DRYwELL ! •SITE iS NOT WITHIN AN AREA OF ESTIMATED HABITAT OF RARE WN.DL FE PER •� �= , k - t NHESP MAP OCICIM 1, 2006 "E'STINTED HABITATS OF RARE WIL.DLFE' s IN=�.6� FOR USE WITH THE MA r .o r' �`�� � � .-�/ r�. �' '� ` ' �l T=?, 3 i 1MER/11�DS F'R01ECilON ACT REGULATIONS (310 pMt 10). a1 ! \� �� \ . '�-�;\` •_. /' w "CERTN•lED 1 ZRAIAL POOLS.' PRECAST t •SITE GOES i;dT CONTAIN A CERTFIED VERNAI. POOL PER NHESP MMAP OCTOBER i, 2008 P SITE LS NOT WiTIIN A PRIORiI� HABRAT PER NHESP MAP OCTOBER 1 2006 C ♦ ,� ,fit „ KW % C_ LHAM • "PR10RIiY HiBRATS OF RARE SPECIES' FOR SPECIES UNDER `" ♦ \ ;, f _'� +' �'%' •_?Ut�t HA�+BE CONCRETE iFf MIAASS+M±HI/SF►iS ENQAN( RED SPECIES ACT, REGlNA710N5 (321 CMR 10). SEAWALL 1 - +$ - i l T c •SITE IS NOT WITHIN A STATE APPROVED ZONE N GROUND WATER RECHARGE Q 'GOC GAi C ON PROTECTION %%k /�Jl EXISTING CONCRETE SEAWALL f _ WORMf/NAYBALES_ -', STONE RETAINING HALL CONSTRUCTED IN 1955 UNDER •SITE N NOT WiiFMd A MOWN DESIGNATED ?ONE OF CONTRIBUTION TO A PUBLIC MIAIER C O BENCHMARK \ + , ' - - -` NF��S. �, CONTRACT NO. 1509, MASS SUPPLY. -•> > - D.P.W., DIVISION OF WATERWAYS w to •SiTE NOT LAGIiED WTIHIN A ZONE OF ( NiRMllllilON TO A SALTNYIIER ESIUAfRY (SON "` MAG NAIL SET IN PAVEMENT A` - _ 11 _ -- ` w REGULATION 360-45). ELEV. 15.87 \ . l - - - - 45' WV OPEN _�____.-="--_-----.___ _ _ .. _,�. GRASS ro RE \ GR Z __._-__-_-—_-_-_-. TOP OF (. TAL BAN 1 1 Np00 STARS 10.) 1LRIlY V2 H c� U � ` ♦ � � s �a — �--E�'� � ��--' STARS 10 BE RE1101kD THE OQIiRA("IRxR SFIALL CONTACT DIG SAFE(AT 1-8118•-DIG-SAFE) MD UTILITY COMPANIES 7O LOCATE ALL 14SIM UTIUN3, AT LEAST 72 HOLIES PRIOR TO THE START OF O MMSTRUCTIOIL w p� 3 - STARS THE LOCATION OF OEM IMDERG ROUO NI:RASIRU,•RK UTIUTES, COM M AND LINES ARE � 1 ' w - ` w w m 1� n SIM N M APPRODIMW MAY OM.Y ANY NOT BE LWO TO THIM SHOWN 0 HEREIN AND 1 t •• ----- -T�" • - " HAVE BEEN RI SfiW B BASED ON THE NMLAIRE toff REirORD6 NOTED HEREIN. TIE cuES'i�uAR'Ta�S 4 EXISTING BULKHEAD � RIL�ONSTiIUCT E1Is'TING DECK _EF.E. t3.3� a SE 129 m (CEiiIERED pr COTTAGE) COWRIICTOR iGREES TO BE FULLY RE"ME FOR AW AND ALL LVWMAGES MUCH MMWIT BE Qr � .L (1 M101M�SLA9 ON GR(IDE� q f � 50AR4 N A N T U C K E T FEXAAC LMYU.OF MID � FROM npgE AND OR �L ' �►•- 0°• T 1ST Y DWELLING tq`^ �P V PARKING LEST Pli �• PROPtbSEF LMA�R Sf1I1ACE S ET(I NG S 0 U N D N07FY THE B'iM MIM119YATELY FOR POSSIBLE REDESIGN. p t �,�0/ w • r RINSE TAT1ON WOOD STEPS O \ P. P r,;E B •NSTAR ELOM INDICATES SOW TO THE OWELUNG AT LOCALS 6 FED FROM POLE 23 7-A PER zz y �. \ �\ 1 i 3p'� ' d 9 _ TO REMAIN FAX DAZED: 0:'-27-M9. �► \ ✓ T - ,T �r 7 •TOWN WATER 1 AVAI ARE AT THIS SOL a �Z �,� ."_-''.''',� v ,��, '' � 0' t ._..,-s�.y-��..•,�-',._,,�;�" � •N�AN EII:RGY oElIYERI' NOTES THERE iS No GAS SERNCE AT THIS SIZE - 0.3/03/M - NOTE PROPOSED M IR SERwKm \LU LIMIT OF W M AIAVIRALES n PROPANE TiY4, NORTH SIDE of EIOSiMIG DWEUJNG; 10CATIDN OF UDERGROIND CONNBC'tpN - MaRu�Yl� ANi TANG TO TD BLIM Tor KNOWN. CO) PROPOSED iETAINLUG MMIJ K ROAM LOT AREA TO FACE OF / •NO NFORINTI N AMALARE ABOUT LOCATION OF SOW SYSTEM AT 129 ISLAND AYE FAX FROM w PROPOSED RETAINING M LL CONCRETE SEAWALL EXISTING CONCRETE SEAWALLBARNRW C, > AND EXISTING STRUCTURE A CONSTRUCTED IN 1955 UNDER E HEALHH � �' SOIL LOGS DATE: MARCH 11,2009 ( "a 1 CONTRACT NO. 1509 MASS 9,080 SO. FT. � o D.P.W.. DIVISION OF WATERWAYS •119 ISL.MD ME - SEPTIC SYSTEM I FOiMNTION TAKE FROM BOARD OF HEALTH REMW .r r n n W Pt=12,¢g¢ (129 ISLAND AVE.) N STEPHEN W. KIDDER 0.2 ACRES :t(,� n� .� � �fl � H c '8\ � \ � do MARK B. ELEFANTE, TRS. TOP OF COASTAL BANK t �l SOIL EVALUATOR: STEPHEN MATSON, P.E. BRAMBLETYDE TRUST r 1 _S J� < S. 0. H. AGENT: DONNA MIORANDI n TEST PIT 1� TEST PIT 2, G.S.E. = 7.5 t G.S.E. = 9.5 t 0 AP SANDY LOAM 0 AP SANDY LOAM � '�` � z 11' 10 YR 211 11' 10 YR 2/1 SHEET TITLE B FINE SAND B FlNE SAPID ptic system Plan 33' 10 YR 5/6 33' 10 YR 5/6 C FINE SAND FINE .�YD vp SHEET NO r / r 10 11� 616 BENCHMARK: `��N�) 120 10 YR 616 120 TAG BOLT ON FIRE HYDRANT N x ELEV. 13.45 NGVD J' 0 spol PERC O 62 WATER O 96 -- 77 RATE= <2 MN/N EL 1.5 ` 1 D ATE : 06 21 13 WM MEAN HIGH WATER (EL 2.0 WW) r1'Y r'`� TAKEN FROM 'IiDAL FLOOD PROFILES t.. I 20 0 20 40 NEW ENGLAND UQASTLNE' U.S ARMY SCALE IN FEET SCALE : 1"= 20' � CORPS OF E�NGNEERS, SEPTEA�ER 1988. a ADRAWN/DESIGN BY: MTM CHECKED BY: SAW JOB NO: 2011-067 C A D D FILE: 2011-067SP. BAXTER NYE W TYPICAL SYSTEM PROFU ENGINEERING & Norr 70 9CA2 SURVEYING I. RAISE AMME COVER & FRAMES TO W" *EN WffHIN A PAVED SURFACE 07HERWISE ADJUST CONCRETE COVERS 70 6* BELOW FINISHED GRADE 2. ALL COMPONENTS TO BE H-20 Registered Professional Engineers PROPOSED FINISH FLOOR - 115 and Land Surveyors (GUEST MUSE) SEr AM MANHOLE CIAM TO r IELOW 00H WAX PROPOSED GRADE = 12.0* wsElis COM SWILL K VIVER11M 78 North Street - 3rd Floor 24' DIA OPENING SET COVER TO 6. BELOW FINISH GRAM RAW MIER TO FINISHIMI RISER & COYER SHALL, BE WATOUGHT Hyannis, Massachusetts 02601 GRADE WITH WATER MIT FNIM OVB TAW IZO.* vF10.1; & COVER X FIAIWIED GRADE OVER CIMMBER - 12.0± TO MC" BOX FINISH GRADE - 13.0* ENSURE PROPER PIPE INMAU.ONE INSPELIM Phone - (508) 771-7502 I CONNEC!YION BEI MW TID WHIN r OF Fax - (508) 771-7622 J�-2- CATE VALVE ALL CH0MBEIM (4* FINISH QVff www.boxter-nye.com Top OF TAW ELEV.-9.23 70P OF CHAMBER a M.-9.37 SCH 40 PVC) 30 MIN. 2-SCH 80 PVC FORCEMAIN (NO SAGS- MMDE -INV.-7.92 SLOPE RACK 70 PUMP CHAMBER FOR FINISHED W" OVER LE40M TRENCH 13 L r SCH 40 PVC AMISOS"K r CHAMBER 7013 ELEV- 10.50 STA STAMP M our - &18 TUBING FIRST 2- (TO BE LEVEL) 9" (min) Cover 591 GALS. - 36* (max) Cover LA (GUEST HOUSE) W IN 7 MIN. '-INV OUT-7.68 T 24HR STORAGE HMM70 MAN EL-6.04 5-­;��. 40 PVC JA of L PVC TEE (SEE TABLE) 197 GAL&W-7.62 LEAD PUMP ON EL-5.54 TU 1/8- WEEP, STEPHEN -GAS BAFFLE _Z7 SLIMP 197 GALS. I HOLE PUMPS OFF EL-5.04 ALLYN 4 NV IN - •10.25 ► NV OUT - 10.05 4" DIA. PVC cD WiLSON r 374 GALS. GAS MEcn CHECK LOW YM10 AM EL-4 04 REINFVRCED CONCRETEI_. 60 CRILISHED VALVE 187 GINS T CONCRETE LE4CHING CN0M1BERS No.30216 BAFFLE TT_ =3 C_-3 r-3 C=I INV. INTO LEACH BASE EL-3.54 ..7 '0 PRECAST 6' CRUSHED CHAMBERS 10.0 :4 1217 6- awm L NAL STONE BASE 121 BELL W/ ze PRESSURE STONE BASE WW Q4JRMTW07QQMPAMWW OEM ROLLING DWWAGM GREA7ER 7HAN I DAY STORAGE PROYM ABOVE D611mu"BOX � - ' � / . H-20 MIMMimpm HN WATER ALARM 591 GAL > 330 GAL (OEM FLOW) H-20 BOTTOM OF SYSTEM 8.0 5' MIN STONE SHOREY SM10-5 - Oft WJAL PUMP NOTES - SEE W WEaFICATM HEREON CONSULTANT 70 BE INSTALLED ON A LEV& STABLE BASE EM TAW 60 1. 1 PUMP IF211 " (SIMPLEX) 'Estimated Groundwater 0 Elev. 2.0 SEPTIC TAW 70 BE INSPECTED & CLEANEI) ANNUALLY STOREY ST5XI0-5 - OR EMK 2. AM TO BE ON StPARATE_CIRCUIT FROM PUMP. TO BE INSTALLED ON A LEM! STABLE BASE I I AUDIO NO I VISUAL ALARM REQUIIIIED. PFECW CONCMM F" F UNSWABLE MATERIAL IS ENCOUNTERED BELOW THE 70P OF 4 MINT ALARMS ON BUILDING EXTERIOR. SAS (PIEASMNE ELEV), SMOTE AS NOTED 70 THE -C HORIZON', IM, ESTIMATED GROUNDWATER LEVEL H-20 FOR A NOW. DISTANCE OF 5' SURROUNDING THE LEACHING FIELD, LIQUID DEPIH IN SEPTIC TAW DEPTH OF OUTLET TEE BELOW FLOW LINE PROVIDE FOR 4 DOSES PER DAY NO MW MEAN HIGH WATER (EL 2.0 NGWD) AND REPLACE WITH CLEAN SAND PER 310 CMR 15.255 TO THE 4 FEET 14 Rom ORAINBACK OF 2' FORCEMAJN SRIPLE)IING PUMP SYSTEM COMM WITH ALL EQUIPWW AND OCKWAS SHALL BE PROVIDED IN TAKEN FROM 'TOIL FLOOD PR%M TOP ELEIIIATION OF THE SAS. 5 FEET 19 INCHES DOSING VOLUME ACCORDANCE WITH ALL THE PLAN INFORMATION AND SPECFICAIIONS HEREIN. ENGLAND COASTLW MS. AM CONSULTANT 6 FEET 24 INCHES CORPS OF ENGINEERS, SEPIDIBE 1988. 7 FEET 29 INCHES DAILY FLOW/MIN!" DOSE VOLUME THE PUMPS SHALL BE RATED 70 OEM 8 FEET 34 INCHES 330 GPO/85.1 GALLONS - 19 (SAY 4) DOSE5/1DAY 30 GPM & A TOTAL DYNAMIC HEAD OF 22.7 FEET & CIMILE OF PASSING 1-1/4! OR SOLIDS, SYSTEM DINNEIAM VOLLIME (I CF - 7.48 fi" THE PUMP SYSTEM SHALL BE THE MEYERS NON-CLOG SEWAGE EFRIIENT PIMP MODEL ME3F-1/3 16 LF. DELIVERY PIPE 2" DIA - 0.35 CF x 7.48 = 2.61 GALLONS W, 1550 RPM /I PHASE/115 VOLT OR EWAL. THE PUMPING SYSTEM 70 BE PROVIDED AS A COMPLETE SR§WW PACKAGE, 70 INCLUDE THE MEYM RAL SYSTEM, FOR A CONCRETE PUMP TOTAL DOSE VOLUME AND DRAIEIKX VOt1ME PER Q= OWNER OR EQUAL PER MA0#ACIU1RERS SPECOCATIONS (INCLUDING. BUT NOT IN= TO: GUIDE 82.5 GALLONS + 2.61 GALLONS - B&I GALLONS PALS, DISCHARGE ELBOW ASSEMBLY, VALVES, LIFTING CHINAS, MOUNT= BRACKETS, PRESSURE BELL PREPARED FOR : & PIPING). A MYERS SIMPM MOM PANEL SHALL BE PROVIDED IN A NINA 4X-FIBERGLASS ENCLOSLIRE OR EIAK SHALL, BE PROVIDED FOR EXIERIOR BUILDING MOUNTING MEETING THE SPECMTIOINS PROVIDED WITHIN I PLANS. WO&SM Vedier CONTRACTOR M SUBMIT PUMP CURVES AND MAMFACTLIRER DATA/SPECIFICA1I0NS FOR SELECTED PUMP AND SWUDaNG SYSTEM EQUIPMENT TO THE ENMEER FOR APPROVAL OPERATION AND JINKffan PUMP SHALL BE INSPECTED IN ACCORDANCE WITH TITLE V ENVIRONMENTAL CODE FOR PROPER OPERATION NO IN ACCORDANCE WITH THE MWFACTUILER RECOMMENDATIONS AND SPECIFICATIOI& INSPECnON REPORTS SHALL. BE SUB WM TO THE LOCAL BOAN OF HEALTH. 00��NOTM 1. ALL SYSTEM COMPONENTS SK41 BE INSTALLED IN ACCORDANCE WITH TITLE V OF THE STATE SANITARY CODE DATED APRIL 21, 2006, AS AMENDED THROUGH THE DATE OF THIS PLAN, & ANY LOCAL RULES & REGULATIONS AppUQqXE. 2. ANY CHANGE TO THIS PLAN MUST BE APPROVED IN WRITING BY THE ENGINEER. ELEVATION INFORMATION MUST NOT BE CHANGED WITHOUT WRITTEN PRIOR APPROVAL BY THE ENGINEER. MN#W FRAME AND Ijj' DOUBLE COVER TO GRADE 3. WHEN CONSTRUCTION IS COMPLETED, PRIOR TO BACKFIWNG. NOTIFY THE BOARD OF HEOLTH AGENT AND ENGINEER FOR INSPECTION. (F UlMDER PAVEMENT) WASHED STOW .3 1-112' 4. ALL SANITARY DISPOSAL SYSTEM PIPING TO BE 4* SCHED 40 PVC. UNLESS OTHERWISE toOTED HEREIN. 2" PEASTONE DOUBLE WASHED S70K OR FILTER FABRIC 3 PRE= CONCRETE 5. EXCAVATE UNSUITABLE MATERIAL AS NOTED, TO THE *C HORIZON" . FOR A HORIZ. DISTANCE OF 5' SURROUNDING THE LEACHING FIELD, AND 60t L p REPLACE WITH CLEAN SAND PER 310 CMR 15.255 TO THE TOP ELEVATION OF THE SAS. 8# FLOW Lff- 0 24- 12" C=1 6. INSULATE ALL PIPES AGAINST FREEZING AS REQUIRED WHEN LESS THAN 3' OF COVER. EFFECTIVE V 7. THE SEPTIC SYSTEM DESIGN DOES NOT INCLUDE GARBAGE GRINDER DISPOSALS. DEPTH 12 X 4# 3' 3' 24' 8. CAUTION* THE CONTRACTOR SHALL CONTACT DIG SAFE (AT 1-888-DIG-SAFE) AND UTILITY COMPANIES TO LOCATE ALL EXISTING; UTILITIES, AT 4) I op I LEAST 72 HOURS BEFORE THE START OF CONSTRUCTION. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION, BOTH HORIZONTALLY AND 30' VERTICALLY, OF ALL EXISTING UTILITIES BEFORE THE START OF ANY WORK. THE LOCATION OF EXISTING UNDERGROUND UTIUTIES ARE SHOWN IN AN APPROXIMATE WAY ONLY, MAY NOT BE LIMITED TO THOSE SHOWN HEREON AND HAVE NOT BEEN INDEPENDENTLY VERIFIED BY THE OWNER OR ITS REPRESENTATIVE THE CONTRACTOR AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED ErY THE CONCRETE FLOW DIFFUSOR DETAIL PLAN OF PRECAST CONCRETE FLOW DIFFUSORS CONTRACTOR'S FAILURE TO LOCATE THE UTILITIES EXACTLY. IF ELEVATION INFORMATION DIFFERS FROM PLAN INFORMATION, THE CONTRACTOR SWILL NOTIFY THE ENGINEER IMMEDIATELY FOR POSSIBLE REDESIGN. AT UTILITY CROSSINGS, VERIFY IN FIELD THE LOCATION / INVERTS OF ELECTRIC. GAS, (H-20 LOADING) (H-20 LOADING) TnEPHONE & DATA/COMM AND RELOCATE IF CONFLICTING WITH PROPOSED INVERTS PER THE ENGINEERS DIRECTION. THE CONTRACTOR SHALLNO SCALE NO SCALE PRESERVE ALL UNDERGROUND UT ILMES AS REQUIRED. C 9. THEY PROPOSED UTILITY CONNECTIONS SHOWN HEREON ARE SCHEMATIC. FINAL LAYOUT SHALL BE AS DETERMINED BY THE APPROPRIATE UTIUTILITYLU C . IL LU LEAQW ARFA FEDAFSIM WL LM ME:6/5M 0 P-14W RESIDENTIAL- 3 BEDROOMS BARNSTABLE cr- X 110 gmaam SOIL EVALUATOR: 119 ISLAND AVENUE 0- TWAL DESM ROW - IV QPO STEVE WILSON, P.E. BOARD OF HEALTH AGENT. GARBAGE GRINDER (NOT INCLUDED) - MIA DAVID W. STANTON, R.S. PERC WE - <5 WL I (CLASS 1) TEST PIT I TEST PIT 2 TEST PIT 3 TEST PIT 4 IV* - 0.74 VDISF. G.S.E. = 15.0± o* G.S.E. = 15.0± oil G.S.E. = 15.0± on G.S.E. = 15.0± z JOLLfAMM ARFA OF &A.& RIXILWElk 0 330 QPQ1 0.74 GPD/S.F. Re 446 S.F. UK PROPOSED MIM 3 PRECAST CONCRETE FLOW DIFFUSERS WITH 3' STONE ON SIDES, 3' FILL FILL FILL FILL STONE ON ENDS AND I' STONE UNDERNEATH 240 21* 240 SMALL AREA (3W + 10)c 2x2 - 100 S.F. B0TI10M AVA- (10' z 300 S.F. A ; 1 OYR 312 SANDY LOAM A ; 10YR 313 SANDY LOAM A ; I OYR 3/2 SANDY LOAM A I OYR 314 SANDY LOAM < Lu TOTAL AREA 480 S.F. o 480 &F. x 0.74 W01S.F. Re 340 WD 'Up Mao 36* 300 B 7.5YR 4/6 LOAMY SAND 8 7.5YR 4/6 LOAMY SAND 8 7.5YR 416 LOAMY SAND 0 7.5YR 4/4 LOAMY SAND W SEPTIC TAW SON& 33D GM x 2M - M GALLON - USE 15W GALLON SEPTIC TAW (2 COMPARTMENTS) z 44" 40' 480 1ST COWWMMff - 1001D GALLON 20 COMRIM91T - 5W GALLON C 1; 1 OYR 616 MED. SAND C 1; 1 OYR 6/6 MED. SAND C ; I OYR 4/6 MED. SAND C ; I OYR 4/4 MED. SAND 720 70x 132" 1320 z Q�OCHEDtLE 0- D(ISTW FNIM FLOOR AT COTTAGE 14.50 C ; 1 OYR 6/4 MED. SAND Q ; I OYR 6/4 MED. SAND SHEET TITLE SEWER INVERT AT COTTAGE 10.48 2 2 PROPOSED FIMSH FLOOR (MIEST HOUSE) 13.50 1320 132" Septic System Plan SEWER WW AT GUEST HOUSE 8.28 NO WATER OBSERVED NO WATER OBSERVED NO OBSERVED NO WATER OBSERVED SEWER INVOT INTO SOW TAW 7.98 O WATER Detall Shoot SEWER INVERT OUT OF SEPTIC TAW 7.66 SEWEIR MAX INTO PUMP 0M3ER 7.62 SEWER INVERT INTO DISTF40UFION BOX 10.25 SHEET NO SEW WAX OUT OF DISTIRM01 BOX 10.05 SEWER INVERT WO SAS 10.0 1 CERTIFY THAT IN A9aL 1995, 1 HAVE PASSED THE SOIL EVALUA70R 00IMPAIM APPROVED BY THE DEPARRM OF DIVIROIGMAL SAS. &0 SPw2 BOTTOM OF MWC" M0 "T RE ABOVE ANALYSIS as PERFORMED IN W =QSW 111" X:%*ED TRAM, WERW No EKPMCE ESTIMATED GROUNDWATER AT ELEVATION 2.0 DESCRW IN 310 CMR 15.017. DATE : 06/21/13 SIGNATURE OATE y (SE-2622) S C A L E : NOT TO SCALE U. CL DRAWNIDESIGN BY: UN CHECKED BY:SAW J 0 8 N 0: 2011 C A D D FILE: 2011-.067SP.dwg