Loading...
HomeMy WebLinkAbout0062 POINT OF PINES AVENUE - Health 62 Point of Pines Ave. A= 210- 106 Centerville a OPendaffaC 0AESSO to 4210113 ORA 100/* M,, o � � I J O I� tic 9�miT THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Ye Application for �Di$pOzal 6pmem ConztrUctton Permit Application for a Permit to Construct( ) Repair( ) Upgrade(I Abandon( ) ❑Complete System ❑/ Individual Components Location Address or Lot No.lr�Z (0 i►( l o P' �i.We5 p u,�` Owner's Name,Address,and Tel,No. 101 (.,. podw Cew'et,gvlct ►�"`° a &Z f a 1 w t`l a.a�S� A'�� ���v�>°g Assessor's Map/Par r Installer's Name,Address,and Tel.No. Designer's N e ddress and Tel.N ( C7 G UR +�3 X CAUL 1 �~� w��1/i c�4 4 3-r9l � �d�c�� SA S,�c� l�v� *VA ��1 moSgH Type of Building: r� Dwelling No.of Bedrooms 3 Lot Size sq.ft. Garbage Grinder 0q Other Type of Building 1)WeC L I W)v No.of Persons Showers(Z ) Cafeteria( ) Other Fixtures Design Flow(min.required) gpd Design flow provided 3d gpd Plan Date J� Number of sheets 1 Revision Date Title Size of Septic Tank `-0D y 4,A E. Type of S.A.S. T/ 1� Pf Description of Soil Nature of Repairs or Alterations(Answer when applicable) L C, I W � l S 1►N Ir S qa L Date last inspected: Agreement: The undersigned agrees to ensure the construction and mainten ce of the afore described on-site sewage disposal system in accordance with the provisions of Titl 5 of the Environmental Co nd not to place the system in operation until a Certificate of Compliance has been issued by this Bo 0 Signed Date l7 Application Approved by Date Application Disapproved by: Date for the following reasons Permit No. 11&'' 5 b 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 at has been constructed in accordance with the provisions of Title 5 and the or Disposal System Construction Permit No. 4PO®� S G dated —"f�i "-4 Installer Designer #bedrooms _ Approved design flow gpd The issuance of this permit shall not be construed as a guarantee that the system will function as designed. ———Date —__---_ ---- ------Inspector =— 75, uog- No. 3 -Fee -e THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Y ZlppYication for aigpogal 6pgtem Congtructton Permit Application for a Permit to Construct O Repair O Upgrade ) Abandon O ❑ Complete System ❑Individual Components Location Address or Lot No/ w 'IT0 W e d P Owner's Name,Address,and Tel.No.W IJr.1! V t7 9 0 Q W (eWTr_1_ViLL Pd 1w4 or Awes AVe Cew7'ef2U1L�� Assessor's Map/Parcel 'L, v 5 v -J W S 2 Installer's Name,Address,and Tel.No. Designer's Name,Address and Tel.No. •e C ]c 3� lel0w�'e Cfiecc-c �rvV i�L� RJerv`.IL (l� 'S XCAUL 1 5 t>ti�w '� s,�>rnwlc ' TWA a5 RA _0014 Type of Building: r� Dwelling No.of Bedrooms 3 Lot Size L- sq.ft. Garbage Grinder (9/0) Other Type of Building Dwe4 I-;V'J.� No.of Persons Showers(2) Cafeteria( ) Other Fixtures Design Flow(min.required) f J O gpd Design flow provided gpd r Plan Date / ! (S Number of sheets 1 Revision Date Title J Size of Septic Tank _ J A G. Type of S.A.S. 1-/ J� .r J Q(V Description of Soil C/Q 1Nb X Nature of Repairs or Alterations(Answer when applicable) �/L L J W S'x I S i�f �' r"p S paw L- N Date last inspected: Agreement: "p ''~The undersigned agrees to ensure the construction and mainten ce of the afore described on-site sewage disposal system in accordance with the provisions of TitN 5 of the Environmental Code nd not to place the system in operation until a Certificate of Compliance has been issued by this Bda d o'`P"ml s Signed Date Jr' Application Approved by / / Date / Application Disapproved by: Date for the following reasons Permit No. Date Issued 5-(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 at 'd l;� has been constructed in accordance with,the provisions of Title 5 and the or Disposal System Construction Permit No. e900 0 —K-6 dated Installer Designer -'#bedrooms C 3 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 ———— - ——-—————————————————————————————--————— _' / , r No. (..t�c�� �J to Fee F THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION-BARNSTABLE, MASSACHUSETTS aigpogal 6p5tem Construction Vermit Permission is hereby granted to� nstruct ( ) Repair ( ) Upgrade ( ) Abandon ( ) n System located at b I�V,I-- of oI IV (f !(7(f ( tdi re 1/1 L L�.. .,� _. . and as described in the above Application for Disposal System Construction Permit.The applicant recognizes his/her duty to comply with Title 5 and the following local provisions or special conditions. Provided: Construction must be completed within three years of the date of this e , i . Date 20 U Approved by Message Page 1 of 1 Crocker, Sharon i Subject: FW: Point of pines rd. J -----Original Message----- From: Parvin, Lindsay Sent: Tuesday, September 09, 2014 12:35 PM To: McKean, Thomas; Crocker, Sharon Subject: FW: Point of pines rd. -----Original Message----- From: robertpaolini67@gmail.com [mailto:robertpaolini67@gmail.com] Sent: Tuesday, September 09, 2014 12:32 PM To: Parvin, Lindsay Subject: Point of pines rd. This letter is on the behalf of William Gordon and the properties at 60 and 62 point of pines in centerville. I Robert Paolini maintain and pump both tight tanks once to twice a year depending on how busy properties are. I'm not sure if I was only using 62 as address as I usually pump both tanks at the same time . When his alarms go off he calls me to pump them asap . If you have any questions feel free to contract me 508 380 9499 . Sincerely Robert Paolim Happy Connecting. Sent from my Sprint Phone. 9/9/2014 r -\ COMMONWEALTH OF MASSACHUSETTS 1' EXECUTIVE OFFICE OF ENERGY & ENVIRONME DEPARTMENT OF ENVIRONMENTAL PROTE CAPE COD OFFICE ��� 973 Iyannough Road, Route 132,Hyannis, MA 02601 Phone: 508-771-6003 FAX: 508-771-6155 DEVAL L.PATRICK LAN A BOWLES Governor Secretary TIMOTHY P.MURRAY Lieutenant Governor LAURIE BURT Commissioner March 27, 2008 Mr.David Coughanowr RE: BARNSTABLE--Subsurface Sewage Eco-Tech Environmental Disposal-Appro�val_of Ti-ght T7ank for William 43 Triangle Circle Gordon, 62 Point_of Pines, Centerville j Sandwich,Massachusetts 02653 Transmittal No. W201959 Dear Mr. Coughanown The Southeast Regional Office (Cape Cod Office) of the Department of Environmental Protection has received and completed its review of the above referenced application for approval of a tight tank pursuant to Title 5 of the State Environmental Code, 310 CMR 15.260, to serve a seasonal residence at the above-referenced address. Accompanying the application was a plan consisting of one(1) sheet titled: "SEWAGE DISPOSAL SYSTEM PLAN r TO SERVE EXISTING DWELLING WILLIAM GORDON CLIENT 62 POINT OF PINES AVENUE CENTERVILLE, MA PROPERTY ADDRESS ASSESSORS MAP 210 PARCEL 106 PLAN BOOK 325 PAGE 33 CO -- "= DATE: DECEMBER 3, 2007 PAGE 1 OF 1 VERSION B ECO-TECH ENVIRONMENTAL 43 TRIANGLE CIRCLE SANDWICH MA 02563 508 364-0894" This information is available in alternate format.Call Donald M.Comes,ADA Coordinator at 617-556-1057.TDD#866-539-7622 or 617-574-6868. MassDEP on the World Wide Web: http:/twww.mass.gov/dep t;* PrintPri nn Rarvrlcri Panar } 2 with a most recent revision date of January 7, 2008. Based on its review of the application and accompanying.plans, the Department recognizes that a sewer connection is not feasible and that there is no other feasible alternative for the disposal of sanitary sewage in accordance with 310 CMR 15.000. The Department finds that the application and plans are in compliance with 310 CN4R 15.000, and, accordingly, hereby approves your request pursuant to 310 CMR 15.260, Tight Tanks, subject to the following provisions. Failure to comply with these provisions may result in revocation of this approval. 1. Prior to installation of the tight tank, the owner. shall obtain a disposal system construction permit from the Barnstable Board of Health. 2. This approval is limited to the existing use and any change of use will require a new approval. The facility's flow to the tight tank is limited to 330 gallons per day. 3. The owner shall allow representatives of the Department and the local_Board of Health access to inspect the.. facility during construction in order to assess compliance with the final plans as approved by the Department. It is the applicant's responsibility to ensure that the approved plans are available at the site during construction. 4. No tight tank shall be utilized until the owner has submitted to the Department and the Board of Health written certification by a Massachusetts Registered Professional Engineer or Registered Sanitarian that the tight tank has been constructed and installed in accordance with the approved plans and conditions of this approval. 5. The owner shall provide the Barnstable Board of Health with a copy of an executed two year service contract with a septage hauler licensed to operate in that community, which identifies the disposal location(s) of the tight tank contents. Failure of the owner to properly maintain the tight tank and keep it from overflowing shall constitute grounds for revocation of this approval. 6. Within 30 days of a sewer becoming available to the facility, the owner shall connect the facility served by the tight tank to the sewer and shall abandon the tight tank in accordance with 310 CMR 15.354. 7. Prior to installation of the tight tank, the owner shall record a copy of this approval letter in the chain of title to the property served by the tight tank and shall submit to the Department the book and-page number and the date of such recording. S. An operation and maintenance plan, table the Barnstable Board of Health, shall be implemented which requires monitonn the system at a minimum frequency of once every three months to ensure proper operation and maintenance. � J 3 4 4 required pursuant to this approval letter shall be sent to the 9. All notices and information Department at the following address: Department of Environmental Protection 973 Iyannough Road Hyannis,Massachusetts 02601 10. The owner shall submit monthly reports to the Barnstable Board of Health concerning operation and maintenance of the tank. 11. The owner shall submit to the Barnstable Board of Health copies of pumping-records within 14 days of each pumping date. Please note that the conditions, outlined above, do not supersede any conditions imposed by the Barnstable Board of Health. The above conditions supplement any other conditions imposed by the Ba rnstable Board of He alth. -Should you have any questions regarding this matter, please contact me at (508)771- 6047. Sincerely, Brian A. Dudley Bureau of Resource Protection BAD Enclosure (2 sets of plans) cc: Mr. Thomas McKean,Health Agent Board of Health 200 Main Street Hyannis,MA 02601 Enclosure(.1 set of plans) Mr. William Gordon 62 Point of Pines Avenue Centerville,MA 02632 2 r oFIKE, Town of Barnstable Regulatory Services Barnstable y r ;C-America Cit'Directo • Thomas F. Geiler,p ASS K BA AS& � Public Health Division 9 M 0 q'Ar 163�. a`e Director Thomas McKean, ,007 200 Main Street Hyannis,MA 02601 Office: 508-862-4644 Fax: 508-790-6304 May 18, 2011 Barnstable Deputy Sheriff's Department PO Box 729 Barnstable,MA 02630 RE: William Gordon, 6W2 Point of Pines Avenue, Centerville Please hand-deliver to the last and usual known address the enclosed letter to: William Gordon 60-62 Point of Pines Avenue, Centerville, MA. The billing address for the services is: Public Health Division-S. Crocker Town of Barnstable 200 Main Street Hyannis, MA 02601 If you have any questions,please feel free to call n1e at 508-862-4644. Thank you for your assistance in this matter. Sendin my regards to you all, Sharon Crocker Administrative Assistant i THE Town of Barnstable Barnstable °F Tp� - O-Am ica City Regulatory Services Department + IIAEtN%TABLE, 9� MA.4S. m Public Health Division a i639. A�� lF°M 200 Main Street, Hyannis MA 02601 2007 Office: 508-862-4644 Thomas F.Geiler,Director FAX: 508-790-6304 Thomas A.McKean,CHO William Gordon 60+62 Point of Pines Ave. Centerville, MA 02632 According to our records, the tight tanks owned by you located at 60 and 62 Point of Pines Avenue, Centerville, MA has not been monitored and/or pumped every three months as required by the Massachusetts Department of Environmental Protection. Therefore, you are ordered to hire a licensed septage hauler to have the tank pumped on, or before July 30 2011. After that date, the tanks shall be pumped once every three months while occupied. If your tank was already pumped sometime within the past three months,please submit a copy of the receipt for the pumping. The last time we have record of pumping is 11/9/09 for#60 Point of Pines and 11/30/09 for#62 Point of Pines. Please submit a copy of the pumping record(s) to this Office at mailing address: attn. Karen Malkus Town of Barnstable Health Division, 200 Main Street, Hyannis, MA 02601. Failure to comply with an order of the Board of Health may result in the issuance of $100.00 non-criminal ticket citations. Tickets may be issued daily until the violations are corrected. You may request a hearing before the Board of Health, if written petition requesting same is received by the Board within seven days of the date of your receipt of this letter. PER ORDER OF THE BOA OF HEALTH Th dean, S., Agent of the Board of Health �tME r� Town of BarnstableBarnstable Regulatory Services Department ;micaC' # RARNSTABI.E, 9 ,.� Public Health Division �Arf°"`"gyp 200 Main Street, Hyannis MA 02601 2007 m Office: 508-862-4644 Thomas F.Geiler,Director FAX: 508-790-6304 Thomas A.McKean,CHO William Gordon PO Box 67214 l 1/08/10 Newton, MA 02467 According to our records, the tight tanks owned by you located at 60 and 62 Point of Pines Avenue has not been monitored and/or pumped every three months as required by the Massachusetts Department of Environmental Protection. Therefore, you are ordered to hire a licensed septage hauler to have the tank pumped on, or before November 15, 2010. After that date;the tanks shall be pumped once every three months. If your tank was already pumped sometime within the past three months, please submit a copy of the receipt for the pumping. The last time we have record of pumping is 11/9/09 for 60 Point of Pines and 11/30/09 for#62. Please submit a copy of the pumping record(s) to this Office at mailing address: Town of Barnstable Health Division, 200 Main.Street, Hyannis, MA 02601. Failure to comply with an order of the Board of Health may result in the issuance of $100.00 non-criminal ticket citations. Tickets may be issued daily until the violations are corrected. You may request a hearing before the Board of Health, if written petition requesting same is received by the Board within seven days of the date of your receipt of this letter. PER ORDER OF THE BOARD OF HEALTH Thomas McKean, R.S., CHO Agent of the Board of Health Bk 22831 Ps 14 -0 1'9PI54 04-15-2008 & 09 % 25u DEED RESTRICTION WHEREAS, William Gordon of P.O. Box 67214 Chestnut Hill .MA Is the owner of 62 Point of Pines Avenue located At 62 Point of Pines Avenue Centerville MA( hereinafter referred to as 62 Point of Pines Property Trust And being shown on a plan entitled "Subdivision of Land in Barnstable MA, Property of Gordon,William &Bruce& Robert et al, William Gordon and duly recorded in Barnstable County Registry of Deeds in Plan Book 22510 ,Page 313; Or . on Land Court Plan Number 210106 WHEREAS, William Gordon as owner of said ot has agreed with the Town of Barnstable Board of Health to a restriction as to the number of bedrooms which can be included in any home built on said lotas a-pre condition to obtaining a disposal works construction permit in compliance with310 - _ - CMR 15.000 State Environmental Code,Title V,Minimum Requiremeotslor the Subsurface Disposal of Sanitary Sewage; WHEREAS,the Town of Barnstable Board of Health;as as pre-condition tagranting 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 renovation of a single family home on this property, is requiring that the agreement for the restriction on the number of bedrooms in any house constructed on the lot be put on record with the Barnstable County Registry of Deeds by recording this document, NOW THEREFORE, William Gordon does hereby place the Following restriction on his above-referenced land in accordance with his agreement with the Town of Barnstable Board of Health, 1. 62 Point of Pines Avenue may have constructed upon the lot a house containing no more than three (3) bedrooms. William Gordon agrees that this shall be a permanent deed restriction, except in the event that Town sewer system becomes available to locus and said septic system will be abandoned 30 days, affecting 62 Point of Pines Centerville MA, Being shown on the plan recorded in plan book 22510 , Paged 313 Or on Land Court Plan 210106 Executed as a sealed instrument fS/� day of -� ' - - Owner's signature COMMONWEALTH OF MASSACHUSETTES i� S�Zi�lls >i S ,ss 1 ,20G Then personall appeared the above-named known to me to be the person who executed the foregoing instrument and acknowledged the same to be 141 free act and deed; before me, Notary Public My commission expires: V,4jASELLY PUBLIC i:gmmon1W@93itq V Massachusetts y e0mmi$099 4,oifas June 5th,2009 i t 7p Barnstable Town of Barnstable F°" "B g Board of Health i639 s' n 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 March 2, 2008 Mr. David Coughanowr,R.S. 43 Triangle Circle Sandwich, MA 02563 RE: 62 Point of Pines Avenue,°Centerville A ,210=106 Dear Mr. Coughanowr, You are granted variances, on behalf of your client, William Gordon, to construct a holding tank at 62 Point of Pines Avenue, Centerville. The variances granted are as follows: 310 CMR 15.211: The holding tank will be located six and four (4) feet away from the foundation wall, in lieu of the ten (10.) feet minimum setback required. 310 CMR 15.211: The holding tank will be located five and one-half (5 Y2) feet away from the property line, in lieu of the ten (10) feet minimum setback required. The variances are granted with the following conditions: (1) No more than three (3) bedrooms maximum are authorized at this property. Dens, study rooms, offices,- finished attics, sleeping lofts, and similar-type rooms are considered "bedrooms" according to the MA Department of Environmental Protection. (2) The applicant shall record a properly worded deed restriction, signed by the owner of the property, at the Barnstable County Registry of Deeds restricting the property to three (3) bedrooms maximum. A copy of the recorded deed restriction shall be submitted to the Health.Agent prior to obtaining a disposal works construction permit. (3) The applicant must obtain the written approval of the MA Department of Environmental Protection prior to obtaining a disposal works construction permit. Q:\W PFI LES\CoughanowrGordon62 Poi ntofPinesHoldingTank2008.doc II (4) The septic system shall be installed in strict accordance with the revised plans .dated January 7, 2008. (5) The designing engineer or registered sanitarian shall supervise the construction of the onsite sewage disposal system and shall certify in writing to the Board of Health that the system was installed in substantial compliance with the revised plans dated January 7, 2008. These variances are granted to allow the proposed construction of a holding tank. The construction of an onsite sewage disposal system does not appear to be feasible because of the small size of the parcel, proximity to wetlands, and the height of the groundwater in comparison to the elevation of the existing dwelling. The proposed holding tank appears to be the best alternative for this site. Sincerely yours, t M& � Wayn Miller, M.D. Chairman wlwk Q:\WPFILES\Co ughanowrGordon62PointofPines Hold ingTank2003.doc t d 1 R f distance to the abutter's well. There will be no increase in flow and they will use the existing pump chamber. Upon a motion duly made by Dr. Canniff, seconded by Mr. Sawayanagi, the Board voted to approve with the following conditions: 1) the plan will be revised to show the three variances, and 2) a three-bedroom deed restriction will be recorded. (Unanimously voted in favor.) VI. Septic Variances (New): A. David Crispin, BSC Group, representing Georgia Giardini — 56 Long Beach Road, Centerville, 20,000 square feet lot, repair of failed septic system with variances requested. Staff comments requested a review of the sizing calculation —they had thought 200% was not met, there's a dashed line going straight through the pump chamber and they would like clarification on it (answer: that is the limit of where sand fill needs to go —they are keeping the septic tank as far away from the wetlands as possible. Also mentioned, the code FFE is finished floor elevation. David Crispin reviewed the sizing: it is a two bedroom, thus 220/dayx200 gal = 1400 and the size of tank is 1500 gallon, therefore, the tank is an adequate size. Mr. McKean said the buoyancy calculations are needed on the plans. David Crispin explained that effluent filters are only seen on the septic tanks, not on a pump chamber. The system presented is a MICRO-FAST system. With this system, an effluent filter is not required. Upon a motion duly made by Dr. Canniff, seconded by Mr. Sawayanagi, the Board voted to approve with the following conditions: 1) revise the plan to eliminate the eight feet to elevation, 2) insert the buoyancy calculations, 3) a two- bedroom deed restriction will be recorded, 4) construction will be done in accordance to the DEP approval letter W04219 dated Jun 4, 2004, 5) monitoring plan will be done quarterly for two years then they will be able to come before the Board to request a reduction in the monitoring plan, and 6) the total will not exceed 19 nitrate. (Unanimously voted in favor.) B. David Coughanowr representing William Gordon — 62 Point of Pines mommuft Avenue, Centerville, 9,930 square feet lot, repair of failed septic system with two variances. David Coughanowr and William Gordon attended and David presented the plan of the.tight-tank. The DEP would be required to approve the tight-tank and they are very reluctant to do so. DEP requires all options explored first, however, their comment was that DEP approved a similar one in a similar situation. The staff had concerns with the plan: the bouyancy calculations need to be reviewed. Dr. Miller recommended to be very prepared to debate the use of a tight-tank with the DEP. They are very reluctant. Upon a motion duly made by Dr. Canniff, seconded by Mr. Sawayanagi, the Board requested a continuation until January 8, 2008, to allow for the following Page 4 of 7 DATE: Dec 7�, W 0 / � FEE: Fl5— �tsAMNSTetaL&) 1 MAM p REC. BY Town of Barnstable SCHED. DATE: Board of Health 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 ( � Pd it o P1 � k S (�C�o eo�ry;/`/\ Property Address: to I e l/C c Assessor's Map and Parcel Number: 240 — 1 6& Size of Lot: q` Z,7 S-� Wetlands Within 300 Ft. Yes ✓ Business Name: No Subdivision Name: APPLICANT'S NAME: b-1 D C OUG H040W R, Phone 4�0� -3 6¢ 004- Did the owner of the property authorize you to epresent him r her'? Yes ✓ No PROPERTY OWNER'S NAME _„n �V r CO TACT PERSON Name: I(t l a--w_l _6040 1 ame: QUID C0 yC>H A-N 0W Z Address: Address: �� T�I fl N ��R Sfl�JDwl�y MF SDI 3G 4 Phone: hone: VARIANCE FROM REGULATION(List Reg.) REASON FOR VARIANCE(May attach if more space needed) " 711n CMR .2 1 Ql t Size d Lot see P1uh For Q�tlS �� -..� NATURE OF WORK: House Addition ❑00000 House Renovation 13 Repair of Failed Se itic SysteIm --1 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 onlvj, outside dining variance renewals [same owner/leasee only],and variances to repair failed sewage disposal systems[only if no expansion to the building proposed]) Variance request submitted at least 15 days prior to meeting date VARIANCE APPROVED Wayne Miller,Chairman NOT APPROVED Paul J.Canniff,D.M.D. REASON FOR DISAPPROVAL C:\Documents and Settings\decollik\Local Settings\Temporary Internet Files\OLK1\VARIREQ.DOC � t S t d.V- I/3�-e.J 3 stir A. Crocker, Sharon From: Crocker, Sharon Sent: Thursday, February 14, 2008 4:52 PM To: McKean, Thomas Subject: 62 Point of Pines, Centerville David Coughanowr stopped this afternoon and wanted to leave this message for you: The Client at 62 Point of Pines is willing to restrict the property use to seasonal (they saw this in the state regulations) and will put a Deed Restriction on stating it is only for seasonal use to facilititate approval of system as the sewer lines look as though they may be going to reach this area some time soon. 1 ECOJECH Environmental 43 Triangle Circle Sandwich, MA 02563 508 364 0894 December 3, 2007 Re: Letter of Authorization To Whom It May Concern, Mr. William Gordon has authorized me to represent him at a variance hearing in front of the Barnstable Board of Health. Please call me if you have any questions. Sincerely, David D. Coughanowr, R.S. THE Town of Barnstable of tp� Board of Health a J BAMSTABM ASS.Mnss. 200 Main Street - Hyannis MA 02601 y g 1639. ♦� plED N1P't A Agreement to Extend Time Limit for Acting Upon a Variance Request In the Matter of a variance request form received on— J2 G �5 ,� C-5 O the Petitioner(s), '-DA-v, I-J,� t regarding the property at r J wt? the petitioner(s)and the Board of Health agree that the Board of Health has until J CJ (insert date)to act upon the Petitioners'completed application for a variance. In executing this Agreement, the Petitioner(s) hereto specifically waive any claim for a constructive grant of relief based upon time limits applicable prior to the execution of this Agreement. Petitioner(s): Board of Zvi HeSignature: Signature: ". V Petitioner(s)or Petitioner's Representative J airman Print: Print: Wayne Miller, M.D. Date: Date: Address of Petitioner(s)or Petitioner's Representative Town of Barnstable Board of Health Public Health Division 200 Main Street Hyannis, MA 02601 Phone: (508) 862-4644 Fax: (508) 790-6304 file q:extend.doc COMMONWEALTH OF MASSACHUSETTS EXECUTIVE OFFICE OF ENERGY & ENVIRONMENTAL AFFAIRS DEPARTMENT OF ENVIRONMENTAL PROTECTION CAPE COD OFFICE 973 Iyannough Road, Route 132, Hyannis, MA 02601 Phone: 508-771-6003 FAX: 508-771-6155 DEVAL L.PATRICK IAN A.BOWLES Governor Secretary TIMOTHY P.MURRAY LAURIE BURT Lieutenant Governor Commissioner March 27, 2008 Mr. David Coughanowr RE: BARNSTABLE--Subsurface Sewage Eco-Tech Environmental Disposal-Approval of Tight Tank for William 43 Triangle Circle Gordon, 62 Point of Pines, Centerville Sandwich, Massachusetts 02653 Transmittal No. W201959 Dear Mr. Coughanown The Southeast Regional Office (Cape Cod Office) of the Department of Environmental Protection has received and completed its review of the above referenced application for approval of a tight tank pursuant to Title 5 of the State Environmental Code, 310 CMR 15.260, to serve a seasonal residence at the above-referenced address. Accompanying the application was a plan consisting of one (1) sheet titled: "SEWAGE DISPOSAL SYSTEM PLAN - TO SERVE EXISTING DWELLING WILLIAM GORDON CLIENT —� 62 POINT OF PINES AVENUE CENTERVILLE, MA PROPERTY ADDRESS G.dl"A ASSESSORS MAP 210 PARCEL 106 :xa PLAN BOOK 325 PAGE 33 DATE: DECEMBER 3, 2007 PAGE I OF 1 VERSION B ECO-TECH ENVIRONMENTAL 43 TRIANGLE CIRCLE SANDWICH MA 02563 508 364-0894" This information is available in alternate format.Call Donald M.Gomes,ADA Coordinator at 617-556-1057.TDD#866-539-7622 or 617-574-6868. MassDEP on the World Wide Web: http://www.mass.gov/dep Z"h1 Printed on Recycled Paper f7 2 with a most recent revision date of January 7, 2008. Based on its review of the application and accompanying plans, the Department recognizes that a sewer connection is not feasible and that there is no other feasible alternative for the disposal of sanitary sewage in accordance with 310 CMR 15.000. The Department finds that the application and plans are in compliance with 310 CMR 15.000, and, accordingly, hereby approves your request pursuant to 310 CMR 15.260, Tight Tanks, subject to the following provisions. Failure to comply with these provisions may result in revocation of this approval. 1. Prior to installation of the tight tank, the owner shall obtain a disposal system construction permit from the Barnstable Board of Health. 2. This approval is limited to the existing use and any change of use will require a new approval. The facility's flow to the tight tank is limited to 330 gallons per day. 3. The owner shall allow representatives of the Department and the local Board of Health access to inspect the facility during construction in order to assess compliance with the final plans as approved by the Department. It is the applicant's responsibility to ensure that the approved plans are available at the site during construction. 4. No tight tank shall be utilized until the owner has submitted to the Department and the Board of Health written certification by a Massachusetts Registered Professional Engineer or Registered Sanitarian that the tight tank has been constructed and installed in accordance with the approved plans and conditions of this approval. 5. The owner shall provide the Barnstable Board of Health with a copy of an executed two year service contract with a septage hauler licensed to operate in that community, which identifies the disposal location(s) of the tight tank contents. Failure of the owner to properly maintain the tight tank and keep it from overflowing shall constitute grounds for revocation of this approval. 6. Within 30 days of a sewer becoming available to the facility, the owner shall connect the facility served by the tight tank to the sewer and shall abandon the tight tank in accordance with 310 CMR 15.354. 7. Prior to installation of the tight tank, the owner shall record a copy of this approval letter in the chain of title to the property served by the tight tank and shall submit to the Department the book and page number and the date of such recording. 8. An operation and maintenance plan, acceptable to the Barnstable Board of Health, shall be implemented which requires monitoring of the system at a minimum frequency of once every three months to ensure proper operation and maintenance. 3 9. All notices and information required pursuant to this approval letter shall be sent to the Department at the following address: Department of Environmental Protection 973 Iyannough Road Hyannis, Massachusetts 02601 10. The owner shall submit monthly reports to the Barnstable Board of Health concerning operation and maintenance of the tank. 11. The shall h owner s a submit to the Barnstable Board of Health copies of pumping records within 14 days of each pumping date. Please note that the conditions, outlined above, do not supersede any conditions imposed by the Barnstable Board of Health. The above conditions supplement any other conditions imposed by the Barnstable Board of Health. Should you have any questions regarding this matter, please contact me at (508)771- 6047. Sincerely, Brian A. Dudley Bureau of Resource Protection BAD Enclosure (2 sets of plans) cc: Mr. Thomas McKean, Health Agent Board of Health 200 Main Street Hyannis, MA 02601 Enclosure (1 set of plans) Mr. William Gordon 62 Point of Pines Avenue Centerville, MA 02632 I t z 24'-O' ti u (EXISTING (EXIS IN±) o o a°J ¢v AG o. n z IdNo00Z © ---o- -- I r I +I Z U Ci700 +I Z EXIST. ¢ �, Z In A SCREENED j � ,n �s AG I PORCH I I [ I0 00 F E F F E F OLoLo +I n~ O in 0 (� c Q NEW DECK E C) cv C/ +I Z EXIST. �� N LIVING z Q O Q c o c ROOM S2 = Cz7 b v r-T- EXIST. CLU_ IXIST. i EXIST. r' o 1 1 IXIST. - +I z I I i i i i ANEW i i 5'TDB/ u'-i I ; ; DINING ; ; hi LI N_ �sn�wER, W B r--1 " °' I ABOVE © e•REMODELLLD �'I I I + NEW F I PORCH SNK Tow NEW O 'o C) Z 'P a I I I I i I I. NEW UTILITY O W ENTRY NEW N NEW O I I 2'8°z Q RNG KITCHEN I F Z+ I ;( b O I I (VERIFY CABINET a� I LAYOUT W/OWN O 2@2,0,1 z@g0 I I I x G'B° I CL I I I o I EXIST. m ---- BEDROOM '� p A A �o NEW NEW H Z PORCH STO E w � O ¢ I �-+ cV 110 TYPICAL O SCALE P.T.4 x 4 ------ - --- CASED POST AG B B B 1I4"= 1-0" A6 O WIND 3W 3'-3' 2'-1I• 4'-B° 3'-0'� 4'-& DATE G'-2• 1z'-5• GENERAL NOTES: 4/4/2008 (ADDITION) (tv5liNG) Q p (ADDITION) (IXISTING) E i.)-CONTRACTOR 15 TO VERIFY EXISTING CONDITIONS AND PROD.NO. 1 LAN ) DIMENSIONS IN THE FIELD PRIOR TO THE START OF WORK 28-31 FIRST I=LOOK LEGEND 2.) CONTRACTOR TO REMOVE EXISTING DOORS,WINDOWS, WALLS, t ROOFING AS REQUIRED FOR NEW CONSTRUCTION. DWG.NO.: EXIST. FIRST FLOOR = 1072 S.F. EXISTING WALL CONSTRUCTION TO REMAIN 3.) ALL NEW CONSTRUCTION TO MATCH EXISTING IN MATERIAL, EXIST.SECOND FLOOR = G21 S.F. ISM NEW WALL CONSTRUCTION DETAIL, AND FINISH. EXIST.SCREEN PORCH = 201 S.F. NEW STORAGE = 37 S.F. C-� EXISTING WALL CONSTRUCTION TO BE REMOVED q ) ALL WORK SHALL CONFORM TO THE MASSACHUSETTS NEW PORCH = 251 S.F. © SMOKE DETECTORS STATE BUILDING CODE AND ALL OTHER APPLICABLE © CARBON MONOXIDE DETECTORS LOCAL CODES ©COPYRIGHT 2008 BY THOMAS A. MOORE DESIGN CO. b -- ... ---- - o cz W 24'-O'± Z W O (EXI5TING) _d. �Kpp�iaap n a• A6 z��oQ�� 3owa^��W �I n-Np�puS z , : 0- e Z O ==wz=O N `rrPOP.CH ROOF �j BELOW U W --------- WALL LINE BELOW __--__---- �. Lo SON A N N N N A6 L � O 'I N Q Q ti � EXIST. EXIST. N uj M BEDROOM BEDROOM - z � OmW DN. +t c9 C/) � a su — 5 I © NN ICIO5T.X I5T m N �+ N r� K NEW KIT./DI FxIST. EXIST. © W BELOW ° © HALL �a 8EAM5 N N EXIST. BELOW ., ��L N. CLO. b NEW CLO. O Z x 4' W ta v NEWo P P b BATH / \ t Z p -- - - - N - -- N C) �w �ORCH ROOF +I z O BELOW A B ~ AG A6 W C L �2' ' 5ECON D FLOOK PLAN � Flo 2'-I I' 6'-O" 3'-2' - (SHED DORMER) SCALE: (ADDITION) (DCI5TING) (EXI5TING) 1/4"= 1'-0" WINDOW SCHEDULE. DATE: ' 4/4/2008 TYPE MANUFACTURERS UNIT ROUGH OPENING REMARKS rK TW 2842 2'-8 1/8"x 4-4 7/8" DOU13LEHUNG A ANDER5EN TW 2432 2'-G 1/8"x 3'-4 7/8" DOUBLEHUNG CTN 28, 2'-1 O 1/8"x I'-7 3/4" CIRCLE TOP PROD.NO.: B " TW 244G 2'-G 1/8"x 4'-8 7/8" DOUBLEHUNG " CTC 2 4'-0 1/2"x 2'-2 7/8" CIRCLE TOP 28-31 C TW 1842 1'-10 I/8"x 4'-4 7/8" DOUBLEHUNG VS 306 2'-6 )J2"x3'-10 7/8" VELUX ROOF WINDOW D DHF3042 3'-2 1/8"x 4'-4 7/8" PICTURE=WINDOW " " AN 281 2'-8"x 1'-9" AWNING DWG.NO.: E TW 34410 3'-G 1/8"x 5'-0 70' DOUBLEHUNG N TW 2G32 2'-8 1/8"x 3'-4 7/8" DOU13LEHUNG F TW 20410 2'-2 1/8"x 5'-0 718" DOUBLEHUNG P A 21 2'-0 1/2"x 2'-0 5/8" AWNING G A 281 2'-8"x 2'-0 5/8" AWNING Q OVL 2030 2'-O 1 J2"x 3'-0 1/2" OVAL NOTE:CONTRACTOK TO VERIFY ALL QUANTITIES AND SIZES OF WINDOWS WITH OWNER A2 ©COPYRIGHT 2008 BY THOMAs A.MooRe DESIGN co. AND EXIST./NEW ROUGH OPENINGS WITH WINDOW MANUFACTURER PRIOR TO ORDERING OF WINDOWS t CONTOURS DESIGN FLOW FLOW PROFILE 2000 GALLON TIGHT TANK LAKE WADUAOUET 3 BEDROOMS x Ile GPD = 330 GPD DIMENSIONS AND DETAIL NOT TO EXISTING - - - - - - - 50 330 GPD x 500Y = 1650 001 ALL PIPE ELEVATIONS SPECIFIED ARE INVERT ELEVATIONS USE SHOREY ST-2000-H-20 SCALE FINAL 50 INSTALL A 2000 GALLON TIGHT TANK. EXPRESSED IN DECIMAL FEET NOT FEET AND INCHES y ALARM AT 3/5 CAPACITY. 0.6 x 2000 GAL = 1200 GAL 1200 GAL / 7.48 GAL/cf = 160.43 cf/50 sf = 3.21 ft �24 V CAST IRON m �J TOP OF FOUNDATION COVER TO GRADE Q J� / ALL PIPE TO BE ALARM TO ACTIVATE WHEN EFFLUENT LEVEL = 3.21 ft EL = 37.70 +- SCHEDULE 40 PVC � c > Al 37.06 o QO Q~� �4 33' 36.00 f O GREAT MARSH 0 U 7 Ft- (�0\�/L�� �ja �� 34 3 0 24 -a ALARM Y H-�� 4 1n CENTERVILLE. MA —� 3NDW LOCUS ��� 35 QO7 01) N ON HIGH ELEVATIONNDWATER SIX I/V HIT Ili (� �� ��� / \ Lq Ln r WALLS NOT TO SCALE LOT \♦ 0 In 6 BUOYANCY V" � f{ = g 2 S� +— \ 36�03 25 ft 6 In STONE BASE A RUBBER BOOT SHALL BE USED TO SEAL INLET PIPING. CALCULATIONS PEXTERIOR OF TANK SHALL BE COATED WITH C-55 CEMENT 5 / ♦ 'yfC 2000 GALLON 29.73 TO ASSURE WATERTIGHTNESS. 2000 GALLON 5� \` TIGHT TANK CENTER SEAM TO BE WRAPPED WITH EZ WRAP ON OUTSIDE TIGHT TANK `O AN AUDIBLE ALARM SHALL BE INSTALLED INSIDE OF USE SHOREY MFG INC. / __ DWELLING AS WELL AS A VISUAL ALARM ON THE ST-2000-H-20 e-o ♦\ 3 F.p EXISTING CESSPOOL OUTSIDE TO INDICATE WHEN EFFLUENT VOLUME IN ESTIMATED SEASONAL 10-0 TANK HAS REACHED 1200 GALLONS. ALARM ACTUATOR HIGH GROUNDWATER = 34.61 DER Qp TO BE PUMPED SHALL BE ACCESSIBLE UNDER COVER FOR TESTING. BOTTOM OF SANDY ��n AND FILLED. NOTES SEPTIC TANK = 29.73 34 ♦♦ �IG�` 8 B c �H / ALL EXISTING SEWER LINES ARE TO BE TIED TOGETHER AND DISPLADEPTH CED =508 Ft <` I l \ ROUTED TO EXIT EAST SIDE OF DWELLING AS SHOWN ON PLAN. EXTERIOR DIMENSIONS OF T ♦\ TANK SHALL NOT BE UTILIZED UNTIL CERTIFIED BY DESIGN ENGINEER. TIGHT TANK = 11 Ft x 6 Ft �A935 \♦ 03 / INSTALLER SHALL ARRANGE MEETING WITH DESIGN ENGINEER BEFORE 11 x 6 x 5.06 = 335.3 cu F6 STARTING WORK. 335.3 cu Ft x 7.48 = 2508 gal \ 9 2508 x 8 lb/ gal = 20063 ♦ / cy ♦ Ba AREA IS CURRENTLY UNDER CONSIDERATION FOR TOWN SEWERAGE. ♦ \� WHEN SEWER BECOMES AVAILABLE OWNER SHALL ABANDON TIGHT 2000 gal H-20 TANK \` / F TANK OWNER.INTENDS_ TO AND TIE INTO SEWER WITHIN 30 DAYS. SPECIFIED WEIGHS 25080 x X 12-P 9]� O \ USE PROERTY ON A_ SEASONAL BASIS TANK WILL NOT FLOAT ♦ 36 \♦ 'A CONVERSION \ CHART \ �'��\c O�mil ♦ 37 2000 GALLON DEICCIiM�A FEET \ \ / A\ TIGHT' TANK In Ff- I �AOFM GARBAGE GRINDER _ O� lH-20 LOADING) BENCH MARK qs 0 0 IS NOT ALLOWED 2 /i 1 .08 0�' DAVID yG WITH THIS DESIGN. ♦ qQp� OZ 3 4ti ` TOP OF CONC BOUND 3 .17 0� D. \c7 L0BUSH ♦\ ELEVATION = 36.21 4 .33 COUGHANOWR ♦� \ BARNSTABLE GIS DATUM 5 .41 No. 1093 36 ��F f\` ♦ 7 .58 �`cO 1 S T E��o `` \ 8 .67 's-A i/ �F \ ' 10 .75 �24nq 1 T R\PLAN 83 C>0_0 36 11 .92 " SCALE. 1 i n = 20 f f- \ 6-e� DIRT WATER 12 1.0 �05 35 DRIVEWAY / AND PARKING GAT 20 0 20 40 ♦♦ AREA ��, ! � 35 a, Ire; DISPOSAL SYSTEM PLAN � 6 �� ®� �� Gzy -TO SERVE EXISTING DWELLING ��QP EST. WILLIAM GORDON ♦ GPR �� �,� FLOOR PLAN CLIENT NOT TO SCALE SCREEN PORCH 62 POINT OF PINES AVENUE ♦ 1995 "r VARIANCES REQUESTED ��� / LIVING ®h� B,� � PROPERTEI�TCCER ADDRESS MA G�' BED BED ®N 310 CMR 15.211(1) - HOLDING TANK TO CELLAR / / WALL. 10 F t MIN REQUIRED - VARIANCE TO A P ROOM ROOM Z ASSESSORS MAP 21 PARCEL 1 6 DINING w 43 TRIANGLE CIRCLE 4 Ft SEPARATION REQUESTED. / / = BATH SANDWICH MA 02563 PLAN BOOK 325 PAGE 33 310 CMR 15.211(1) - HOLDING TANK TO PROPERTY MASSACHUSETTS DEPART T � ROOM � 506 364-0694 LINE. 10 Ft MIN REQUIRED - VARIANCE TO A ENV�� NTAL PF$C3TI=CTI� I / CRAWL SPACE Y DATE: D E C E M B E R 3, 2 5.5 Ft SEPARATION REQUESTED. BED SECOND ROOM JOB #E T E-2 7 6 7 PAGE 1 OF 1 VERSION: NOT IN / FLOOR _LL I THIS PLAN IS BASED ON AN INSTRUMENT SURVEY AND IS INTENDED THIS PROPERTY IS IN A WELLHEAD DR GROUNDWATER NOT PROTECTION DISTRICT to ,0� c 7.7 zcve 1 FIRST FLOOR SOLELY FOR INSTALLATION OF THE PROPOSED SEPTIC SYSTEM PER BARNSTABLE GIS EPT. RECORDS DEPICTED HEREON. FOR ANY OTHER CHANGES TO PROPERTY INCLUDING PLACEMENT OF ADDITIONS. SHEDS. FENCES OR SWIMMING POOLS. OWNER SHOULD CONSULT WITH A MASSACHUSETTS REGISTERED LAND SURVEYOR. 'CONTOURS' DESIGN-FLOW FLOW P R O F L_E 2000 GALLON TIGHT TANK LAKE WAOUAOUET 3 BEDROOMS x Ii'� GPD = 330 GPD DIMENSIONS AND DETAIL NO T T O EXISTING - - - - - - - 50- 330 GPD x 50OXI= 1650 g-1 ALL PIPE ELEVATIONS SPECIFIED ARE INVERT ELEVATIONS USE SHOREY ST-2000-H-20 SCALE FINAL 50 INSTALL A 2000'GALLON TIGHT TANK. EXPRESSED IN DECIMAL FEET N;)T FEET AND INCHES y ' - ALARM AT 3/5 CAPACITY: 0:6 x 2000 GAL = 1200 GAL , �J 1200 GAL/ 748 GAL/cf = 160.43 cf/50 sf = 3.21 ft TOP OF FOUNDATION m-24 ,� CAST IRON � EL = 37.70 +- ALL PIPE TO BE COVER TO GRADE OQ ALARM TO ACTIVACE WHEN EFFLUENT LEVEL = 3.21 ft SCHEDULE 40 PVC N \ 1� Al 37.06 Q� 1j3 1 36.00 0 O GREAT MARSH _\ g 0 _ 34 Ag 2n +� ALARM Y H'2� C 4 1-7 CENTERVILLE. MA 9 -' 34.81 A `,�\� FiJ 22 L�E��J P / ♦ 35 36.0'7 � � ON EHIGH LEVATION NDWATER SIX IU�VI T LOCUS M/ \P 35.82 , m ��H NOT TO SCALE P` G Ova LOT ♦♦ g§g#offkW6 i n S T O I`'J E BASE A RUBBER BOOT SHALL BE USED TO EAL INLET PIPING. BUOYANCY TIONS4 s A EA = 9 Z sF + 36 03 25 ft _2000 br�LLON 29.'73 EXTERIOR OF TANK SHALL BE COATED,WITH C-55 CEMENT 2000 GALLON / �,/• TO ASSURE WATERTIGHTNESS. CENTER SEAM TO BE WRAPPED WITH EZ WRAP ON OUTSIDE TIGHT TANK va T I G H T� . `J O -y AN AUDIBLE ALARM SHALL BE INSTALLED INSIDE OF ' ST-2000-H-20 / DWELLING GD WELL A VISUAL ALARM ON THE/ / 8-O \♦ � �.Q EXISTING CESSPOOL 4 OUTSIDE TOO INDICATE WHEN EFFLUENT VOLUME IN ESTIMATED SEASONAL R 10-0 TO TO BE PUMPED { TANK HAS REACHED 1200 GALLONS. ALARM ACTUATOR HIGH GROUNDWATER = 34.81 SANDY dg� AND FILLED. ". NOTES SHALL BE ACCESSIBLE UNDER COVER FOR TESTING. BOTTOM OF A o/ � - SEPTIC TANK = 29.73 ALL EXISTING SEWER LINES ARE TO BE J( DEPTH OF WATER 34 ♦\ �I�j 8� p p / ` ROUTED TO EXIT EAST SIDE OF DWE LING ADS SHOWN ON PL TOGETHER AN. DISPLACED I ENS . N U EXTERIOR DIMENSIONS OF 'n \ TIGHT TANK = Il Ft x 6 Ft •0 \ / ♦ TANK SHALL NOT BE UTILIZED UNTIL CERTIFIED BY DESIGN ENGINEER.' I] x 6 x 5.08 = 3353 cu Ft 3A• 35 \ 03 INSTALLER SHALL ARRANGE MEETING WITH DESIGN ENGINEER BEFORE r STARTING WORK. 335.3 cu Ft x 7.46 = 2508 go] `♦vaa AREA IS CURRENTLY UNDER CONSIDERATION FOR TOWN SEWERAGE 2508 x 8 lb/ gel = 20063 A ♦♦ 'S� \,, 1 WHEN SEWER BECOMES AVAILABLE OWNER SHALL ABANDON TIGHT 2000 go] H-20 TANK TANK AND TIE INTO SEWER WITHIN 30 DAYS. SPECIFIED WEIGHS 25060 x \ z�JWNERI INTF_NDS TO-USE PROERTY ON A SEASONAL BASIS AND TO - � - +_ -•- -rANK'w1�L NOT FLDAr"�" " \ : IOMPLY WITH 3110-CMR-15.060-SECTIONa t_'-.— 36 . ♦ O 0\ \ CO CH.•RT CN Q�.1 ♦ 37 2000 }SALLON \ nCH2s TO DECIMAL_ FEET \♦ � � lHG2aT TANK LOADINGJ BENCH MARK a '-Ot � ��r Mgs9cy GARBAGE GRINDER ' s ,� .BB �o DAVID IS NOT ALLOWED ♦ Z �� 'S o TOP OF CONC BOUND D WITH THIS DESIGN. o-0 2 ti `♦ ELEVATION = 36.21 °t._:33 BUSH�y COUGHANOWR N `ebb \ �+ , \\ BARNSTABLE GIS DATUM 6 I t .50 No. 1093 36 �rF \ ♦ 7 r .58 �FG I s T E��� \ a s7 . s-A� / \e \ \ 9 .75 Sq f T R�P'N PLAN \� 0 ��, 36 >� 83 �• �s r[,.92 D�, Q' SCALE: 1 In = 20 Ft 35 IRT �66-0/ DR�VEWAY I sib GWA A TER K✓i �e� ��) h 1 �0 O AND PARKING 20 0 20 40 ♦\ AREA .��o, Te SEWAGE DISPOSAL SYSTEM PLAN -TO SERVE 6 E EXISTING DWELLING 0 10 20 ` 4- le>35 �Q / ♦\ ��P FLOOR PLAN EST. WILLIAM GORDON CLIENT SCREEN PORCH i NOT TO SCALE t , F �\ � / • ,��, ., -# 62 POINT OF PINES AVENUE 1995 VARIANCES REQUESTED !� - � �� / LIVING ROOM R PROPERTY ADDRESS ���• `� � CENTERVILLE. MA REOUES BED ® �� G ROOM w ' 43 �RIANGLE CIRCLE ASSESSORS MAP 210 PARCE 1 m 6 310 CMR 15.211111 - HOLDING TANK TO CELLAR / PG BED ROOM WALL. 10 f"t MIN REQUIRED - VARIANCE TO A DINING = B•ATH SAS �WICH MA 02563 PLAN BOOK PAGE 3 4 F L SEPARATION REQUESTED. \4 / ROOM � 50!� 364-0694 310 CMR 15.21111J HOLDING TANK TO PROPERTY 0� / CRAWL SPACE Y !! DATE: DEC M B E R 3. 2 f0 7' LINE. 10 f't MIN REQUIRED - VARIANCE TO_A G ROOM JG% t E T E-2 6 PAGE 1 OF VERSION. 5.5 F L SEPARATION REQUESTED.REOUE SECOND CON TH:`c' PLAN IS BASED ON AN INSTRUMENT SURVEY AND IS INTENDED THIS_PROPERTY IS NOT IN A,WELLHEAD / FLOOR FLOOR SG`f-LY FOR INSTALLATION OF THE PROPOSED SEPTIC SYSTEM OR GROUNDWATER PROTECTION DISTRICT FIRST FL DE: TFD HEREON. FOR ANY OTHER CHANGES TO PROPERTY INCLUDING PL' , PER BARNSTABLE GIS DEPT. RECORDS. EM . T OF ADDITIONS. SHEDS,"FENCES OR SWIMMING POOLS. OWNER S`. ,1LD CONSULT WITH A MASSACHUSETTS REGISTERED LAND SURVEYOR. " a Lon P AL + ' •of s: * w!q ! * - F'Cw s ew. • ax "�:; i�^y' ••�� ��� T X t #f�_�S s �� � M� _S • 3 S � �� ;� f��D a t -_. �' ,.l:=' �� t$ ff oaf. '�,4�. _ ��� �„ '. • .F • � • ��i+°_ � `ma's + w-• 3�I, ,may � '�"� •f :# -� _ R �3 4�! i+ .R' xj " a +► op ..� .. '� R`: .:lF at}si. , a �► r .. .. - _..•--�;:.�a-5��._.'!:. fY'�_=`"�`, -�i}. a.- :- - U.S.G.S. LOCUS MAP For Land in CENTERVILLE,- MASSACRUSETT SCALE: 1" = 1000' DATE: AUGUST 30, 2005 JOB #420