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HomeMy WebLinkAbout0362 LINCOLN ROAD - Health 362B-Lincoln Road1 Hyannis A=27�1 -064 t: kL - 1+`� P �I 1 f M 0 �Op SHE 1p� DATE: 12-Z ;70 o2- II FEE: a BARNSTABLE, ' y MASS. a 1639. `gym REC. BY ply°` �a 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 Junichi Sawayanagi r Paul J.Canniff,D.M.D. � f VARIANCE REQUEST FORM LOCATION }' 1 9 9 Property Address: h� L,1nGeln f�• r��On n l5 Assessor's Map and Parcel Number:2�4 (�4� �°�� b3 Size of Lot: Wetlands Within 300 Ft. ,Yes Business Name: No_�Z Subdivision Name: APPLICANT'S NAME: t� (' �" '•� 5-01 -3� �`�W rS e'� 446 '`�+.3 0 ��n°t f1 Phone � Did the owner of the property authorize you to represent him or her? Yes No PROPERTY OWNER'S NAME CONTACT PERSON Name: Q A G�• 1� � Name: Vn, (��c Address: so 1 r mil. J 'l�f. I l�nll c Address:_ )5. ione:Zi Phone: t-VARIANCE FRdM REGULATION(List Re,-.) REASON FOR VARIANCE(May attach if more space needed) a 9jaa 9a l Ce l',na 'nQ l#V Lc4Y1 40 �Pcc6 - 4,61-k na kkckl c-r E E_ CNI k , PATURE OF N .$K: House Addition ❑ House Renovation ❑ Repair of Failed Septic System ❑ Checklist (to be completed by office staff-person receiving variance request application) Please submit copies in 4 separate completed sets. Four(4)copies of the completed variance request form , _ Four(4)copies of engineered plan submitted(e.g.septic system plans) Completed seven(7)page checklist confirming review of engineered septic system plan by submitting engineer or registered sanitarian Four(4)copies of labeled dimensional floor plans submitted(e.g.house plans or restaurant kitchen plans) Signed letter stating that the property owner authorized you to represent him/her for this request Applicant understands that the abutters must be notified by certified mail at least ten days prior to meeting date.at applicant's expense (for Title V and/or local sewage regulation variances only) Full menu submitted(for grease trap variance requests only) Variance request application fee collected(no fee for lifeguard modification renewals,grease trap variance renewals[same owner/lessee only], outside dining variance renewals[same owner/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 Junichi Sawayanagi REASON FOR DISAPPROVAL Paul J.Canniff,D.M.D. C:\cache\Temporary Internet Fi1es\0LKAE\VARIREQ.D0C 36aoo Rib r tte Q VY "Cape Cows Eul[Sermce Reafty Company" 150�Y1ain Street West Dennis, CIA 02670 Office (508)394-4446 Fax(508)394-4819 Monday - T'riday, 9:00 am to 4:00pm May 25, 2012 C4�A � g Town of Barnstable yw.n��5 (r,}� Public Health Division Thomas McKean, Director 200 Main Street Hyannis, MA 02601 Dear Mr. McKean, I'm in receipt of your letter of May 17, 2012. All the items have been corrected except for the ceiling height. I would like to respectfully be heard for the next hearing to obtain a variance (permission) for the ceiling height to be allowed. Thank you for your consideration. i appreciate any relief and or guidance. Sincerely,, Ronald D. Bourgeois (508) 394-4446 Monday - Friday, 9:00 am to 4:00 pm ron(�bassriverproperties.com RDB/sh "No one handles tenant occupiedproperties better.!" Certified Mail#7006 0810 0000 3525 6733 Town of Barnstable anaxsraai.e. • a y 'ces 16 9. ,0� h as F. G er, Directo Public Health Division Thomas McKean, Director , 200 Main Street, Hyannis, MA 02601 Office: 508-862-4644 Fax: 508-790-6304 May 17, 2012 Our Child LLC c/o Ronald Bourgeious 150 Main Street West Dennis, MA 02670 NOTICE TO ABATE VIOLATIONS OF 105 CMR 410.000 STATE SANITARY CODE II— MINIMUM STANDARDS OF FITNESS FOR HUMAN HABITATION AND THE TOWN OF BARNSTABLE CODE CHAPTER 170. The property owned by you located at 362 Lincoln Road (Unit B), Hyannis, MA was inspected on May 16, 2012 by Timothy O'Connell, R.S., Health Inspectors for the Town of Barnstable. This inspection.was conducted on the basis of a complaint. The following violation(s) of the State Sanitary Code were observed: 105 CMR 410.351 —Owner's Installation and Maintenance Responsibilities. Open wiring observed within utility closet on left. 105 CMR 410.401 —Ceiling Height: Ceiling heights of 67'were observed in the bathroom, kitchen, bedrooms and living room. 105 CMR 410.500—Owner's Responsibility to Maintain Structural Elements. The floor within utility closet on right has standing water, rotten floor boards and a mold like substance on interior walls and studs. 105 CMR 410.500—Owner's Responsibility to Maintain Structural Elements. A leak was observed in water piping system from top unit which is leaking into both utility closets.- The following violation(s) of the Town of Barnstable Code were observed: 170-10—Maintenance of Smoke detectors and Carbon Monoxide Alarms. It was observed that there were NOT any operable carbon monoxide detectors within apartment. 170-10, —Certificate of Registration. Apartment not registered with Town of Barnstable Health Division. QAOrder lettersTousing violationARental ordinancel362 lincoln rd apr B.doc . BRUCE P. GILMORE A=271-064 a ATTORNEY-AT-LAW 17 EAST MAW STREET HYANNIS,MASSACHUSETTS 0260.1 (617)771.0049 March 4, 1986 Joseph DaLuz Building Inspector TOWN OF BARNSTABLE 367 Main Street Hyannis, MA 02601 Re: 362 Lincoln Road; Hyannis Dear Joe: Enclosed is Anna Batterburyls affidavit as to the continued use of her home as a two-family dwelling. I have forwarded a copy to William Boardman. Very truly, Bruce P. Gilmore ..,.JOSEPH P� DALUZ TELEPHONE: 775-1120 �Huildire C'.;nimslYiontr EXT. 107 TOWN OF BARNSTABLE . BUILDING INSPECTOR TOWN OFFICE BUILDING HYANNIS, MASS. 02601 April 11, 1986 To Whom It May Concern: The premises located at 362 Lincoln Road, Hyannis. owned by Mrs. Anna G. Batterbury is accepted for the purpose of zoning as a two (2) family dwelling. The affidavit of Anna .G. Batterbury accompanies the decision. Peace, Joseph D. DaLuz Bdilding Commissioner JDD/gr 'f AFFIDAVIT OF ANNA G. BATTERBURY r Now comes Anna G. Batterbury and on oath_ deposes and says as follows: (1) That she is the owner of land with a dwelling thereon at 362 Lincoln Road, Hyannis, Massachusetts; (2) That the dwelling with a living unit on the first floor and a rental apartment in the basement was constructed as a two-family dwelling by Ulfren Pelletier and his son James in 1945; (3) That Ulfren Pelletier and his wife Eva resided at that pro- perty and continuously had a tenant until my husband and I pur- chased the property from Eva- Pelletier in 1962, at that time Eva Pelletier was residing in the apartment and a tenant occupied the quarters which I now 'occupy;_ (4) That from 1962 until the fall of 1985, I'have continuously rented the downstairs apartment to various individuals; (5) Although there have been interruptions in the tenancies, the apartment .has never been vacant for more than eleven months at any given time .over the last twenty-three years since I have owned the property. Signed under the pains and penalties of perjury this 4th day of March, 1986. ANNA G.. BATTERBURY Sworn and subscribed to before me this 4th day of March, 1986. NOTARY�P�BL�IC ALISON H. GRAZUL, NofarY Public MY Commission Expires July 7, 1989 . � AFFIDAVIT OF ANNA G. BATTERBURY Now comes Anna G. Batterbury and on',oath deposes and says as follows: (1) That she is the owner of land 'with a dwelling thereon r' at 362 Lincoln Road, Hyannis, Massachusetts; (2) That the dwelling with a living unit on the first floor . and a rental apartment .in the basement was constructed as a two-family. dwelling by Ulfren Pelletier and his son James in 1945; (3) That Ulfren Pelletier and his wife Eva resided at that pro- perty and continuously had a tenant until my husband and I pur- chased the property from Eva Pelletier in 1962, at that time Eva Pelletier was residing in the apartment and a tenant occupied the quarters which I now occupy; (4) That from 1962 until the fall of 1985, I have continuously rented the downstairs apartment to various individuals; (5) Although there have been interruptions in the tenancies, the apartment has never been vacant for more than eleven months at anv given time over the last twenty-three years since I have owned the property. I li Signed under the pains and penalties of perjury this 4th day of I March, 1986. i �I i ANNA G. BATTERBURY Sworn and sub-scribed-to before me this_4th day of March, 1986. NOTARY PUBLIC MY CO3-1',Miszicn C:..,.,..$ G� I E l t L- No.` l _ Fee ©Q,VZ THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes .PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS 01pplication for �Digogal fpp5tem Con.5truction VQrIYYit Application for a Permit to Construct( ) Repair(X Upgrade( ) Abandon( ) r Complete System ❑Individual Components Location Address or Lot No. 34)2. .L/NW`f)'?%A_• Owner's Name,Address,and Tel.No. H YAN.1l.51 MA 1 CIryer-\ AZ EN Vmj-p Assessor's Map/Parcel 2 g 16 G4 SA M E Installer's Name,Address,and Tel.No. Designer's Name,Address and Tel.No. L'pnw11,>E ENT LAC SHAY Etvv. SRvCS. 47-8 — 4OZ8 S 9—--9Ca Type of Building: Dwelling No.of Bedrooms FOl1P, Lot Size 1 C)00 sq. ft. Garbage Grinder (A//4/ Other Type of Building N on e No.of Persons 4 Showers( yCafeteria( ✓� Other Fixtures (a LICkA IVA , �G%A-cy 411 c5117 k , L0-0p)&r., Design Flow(min,required) 44o gpd Design flow provided 4'z. gpd Plan Date Q 1 0-+ Number of sheets Revision Date Title � C- Size of Septic Tank /5M f3aG +6Lnk- Type of S.A.S. /N F4L" 2AT�tLS ' �OrX.S��X 1 Description of Soil 2 Q�'�©`3C,, Nature of Repairs or Alterations(Answer when applicable) D MN � I Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certificate of Compliance has been issued by this Board of Health. Si ed Date Application Approved by Date -Application Disapproved by: Date for the following reasons Permit No. azo , _.Q14 Date Issued ..� .. .rc...t .•:.v...y.. ..�t'�'�f'f"*,"`'t ;'°3'_.'�„ . 'yd-"""'kl"'". .,,.a,�v' "tiI",y�:..:vaasw—s......,�...r.-..•.•yryf< �...,n .w.-st«'_aa.+.t;.✓ Fee No. © . THE COMMONWEALTH OF MASSACHUSETTS Entered incomputei ` PUBLIC-HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes 0[ppYicatiou for �Bigpogal .5tem Congtructiou Permit f 1 Applicatiornfor a Permit to Construct O Repairs Upgrade( ) Abandon( ) °� Complete System ❑Individual Components _ Location Address or Lot No. Z L 1 iJc o I r) R) Owner's Names Address,and Tel.No. �-i') `-1 rah �_I M R,c;Cc-c� Assessor's Map/Parcel 7 1�}�p� `j7 M C Installer's Name Address,and Tel.No.� S (...�� Designer's Name,Address and Tel.No.EN Type of Building: i Dwelling No.of Bedrooms V6 C 4- Lot Size t UCQ sq.ft. ' Garbage Grinder (/44A Other Type of Building on e No.of Persons 9" Showers( t y Cafeteria Other Fixtures � U G U , CL J t'�k LC<v(1 CAR 1 /� � � /' J Design Flow(min.required) 4 4Q gpd Design flow provided 44!,1 gpd Plan Date I C C Number of sheets Revision Date M Title t� 1 C, Size of Septic Tank ""I-r C)1C Type of S.A.S. /tti �=A L�-i2 t=�TGCS ` 1 X,aC X I Description of Soil I r Nature of Repairs or Alterations(Answer when applicable) � C�QZC A-C) 'A G;11"' I Date last inspected: Agreement: C The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certificate of Compliance has been issued by this Board of Health. Si ed Date Application Approved by Date Application Disapproved by: Date for the following reasons 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 (x.) ' 'Abandoned( )by A P.N A-C C\ -c S 9( ,tie at 3(oA 1,+ ,xo 1 r1 12b A d l�c,rAvt�t < has been constructed in accordance with the p�rtovisions of Title 5 and the for Disposal System Construction Permit NoQ00-7 �� dated 9 1 '7 . InstallerCAv cYtr-IOfli Designer S4A/ Ev1cJr�te��w.�..�v+l #bedrooms "1 Approved d si.gn-fl w ., gpd The issuance of this permit shall not be construed as a guarantee that the system wall func io as esigned. ' Date 1 / Inspector -----------.---------------=————------- --—-----�------ No. -7 aL Fee _ THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH'DIi ISIO111T—BARNSTABLE, MASSACHUSETTS &gpogal �&pgtem Cou.gtructiou Permit Permission is hereby granted to Construct ( ) Repair ( ) Upgrade ) Abandon ( ) System located at 36' n C olvti (Lofid 4.1,04n S 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 mus be co pleted within three years of the date of this pe .t. Date ( � I `� ApproveAy—_ 1 F 1 04/21/2017 20: 14 FAX 001/001 I , Town of Barnstable Regulatory'Services $ ,, UC. $ Thomas F. Geiler,Director .MAM 619. Public Health Division Thomas McKean, Director 200 Main Street,Hyannis,MA 02601 I Office: 508-862.4644 ; j Fax: 508-790-6304 Installer& Designer Certification Form I Date: 1/23/07 I 1 I f Designer: Shay Environmental Services.-Inc., Installer: 'Ca»ewide Enter rises Address: P.Q. Box 627 East Falmouth Address: P.O. Box 763 ILIA 02536' 1 Marstons Mills MA 02,W On 1/19/07 Cap'ewide Enterprises was issued a permit to install a 1 (date) (installer) I j septic system at #362'Lincoln Road Hyannis, MA . based on a design drawn by (address) I yShay Environmental Services,Inc. dated 1/16/07 ! (designer) i XX_ 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 e�f the r distribution box and/oi septic tank- , I certify that the septic system referenced above was installed with major change:. (i.e. { greater than 10' laterall relocation of the SAS or any vertical relocation of i y comp anent of the septic system) but in accordance•with State & Local Regulations. PI in revisi:)n or i certified as-built by designer to follow. (Insta er's Sign- u e) �r t_.' .1 (Desi ner's Si nature)g g (Ai:fix DesigY � p Hee) PL ASE RETURN TO BARNSTABLE PUBLIC HEALTH DIVISION. CERTIFIC ATE IOF COMPLIANCE WILL,NOT BE. ISSUED UNTIL BOTH THIS FORU AND AS- j BU LT CARD ARE RECETVED BX THE BARNSTAB'LE PUBLIC HEALTH DIVTS.[ON. TH kNK YOU. Q:H a WSep[ic/Designer Cer[itication rorm i I _ LG • I Town of Barnstable P# M5 7 •� Department of.Regulatory Services • = Public Health Division Date t srssr� • • •KAse' 200 Main Street,Hyannis MA 02601 ten tU►�t'`e$ Scheduled Time Fee Pd. Date S Foil Suitability Assessment for Sawa*ve-D' _ sal _ • Witnessed By . Performed By: LOCATION & GENERAL INFORMATION a Location Address 3(a .(�)n Cam`rN Owner's Name ��� �Ce�-�V P + ,. 1 �t Ate 5 11_` Address (_a � ( Ct1I1;s Engineer' 41 s Name S _�et1�; Assessor's Map/P4rcel:. �� -.. S• Telephone# 5 39 Y NEW CONS1RU(LTION REPAIR _ Slopes(%) Surface Stones Land Use ft Drinking Water Well _ft Distances from: Open Water Body�ft Possible Wet Area Drainage Way ft Property Line --a d�_ft Other fr tions of test holes&pert tests,locate wetlands in proximity to holes) SKETCH:($treet name,dimensions of lot,exact Inca co ,r,, cc raa of t N Depth to Bedrock Parent material(gedlogic) A�0 NOfltz r� S; Weeping from Pit Face.- Depth to Groundwater. Standing Water in Hole:�� Estimated Seasonal Tjigh Groundwater ' TABL yI �ATION FOR SEASONAL Method Used: in. Depth to soil mottl0so fr Depth Observed star ing in obs.hole: {n, Oroundwatdr Adjustment Depth to'sweeping from side of obs.hole: _M A�,fat'tt)C... - A� (Itnundwater lt:Vel Index Well# _ Reading Date Index Well level � 't9�ue.11 ao PERCOLATION TESL' D�t�l..�l..._. . Observation , 4 Time at 9" Hole# ' of .. 10 Time at 6" _ J-15— .....__.._. Depth of Perc ' Time(9"-6") ' — Start Pre-soak Time.0 f JL- End`Pre'Soak / p . Rate MinAnch A nf dditional Testing Needed(Y/N) Site Suitability Assessment: Site Passed Site Failed; Observation Hole Data To Be Completed on Back----- original: Public Hel<lth Division / ercola'ion testis to be conducted within 100' of wetland,you must first notify the ***If P prior to beginning. / Barnstable C44servvati°n Division at least one(1)wee�lt a . 'DEEP OBSERVATION HOLE LOG Hole# 1 � Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Struc�re,Stones,Boulders. ten Gravel) C�- I� S t0�e31 N/4 Dye s1 •a o� •S Y OBI �cw2� DEEP OBSERVATION HOLE LOG. Hole# oZ Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consiftencv.%Gravel) —. 5 L L S LwsQ DEEP OBSERVATION HOLE LOG Hole# Depth from. Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling,:. (Structure,Stones,Boulders. Consistgncy,%Gravel) DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. onsi ten rn 1 y .. Flood Insurance Rate Map: Above 5,00 year flood boundary No— Yes Within 500 year boundary No Yes Within 100 year flood boundary No ✓ Yes Depth of Naftlilft Occtirrin Pervious Material Does at least fo feet of naturally occurring pervioYys material exist in all areas observed throughout the area proposed Or the soil absorption system? �[____,g A If not,what is the depth of naturally occurring pervious material? _-.---� Certification I certify that on• 0 (date)I have passed the soil evaluator examination approved by the Department of Vnvironmental potection and that the above analysis was performed by Me consistent with 'the required tra g e e s an rience described in 310 CMR 15.017. Signature Date 1 �' Q:wEP-nCWERC1?ORM.DOC G YOU WISH TO OPEN A BUSINESS? For Your Information: Business certificates-(cost$30.00 for 4 years). A business certificate ONLY REGISTERS YOUR NAME in town (which you must do by M.G.L.-it does not give you permission to operate.) Business Certificates are available at the Town Clerk's Office, V FL.,367 Main Street, Hyannis,MA 02601 (Town Hall) DATE: Fill in please: APPLICANT'S YOUR NAME: 6/ � S ES BUSINESS YOUR HOME ADDRESS: .Z g 360-7l69 TELEPHONE # Home Telephone Number NAME OF NEW BUSINESS 'S TYPE OF BUSINESS. IS THIS A HOME OCCUPATION?. ?e;l .YES ` `NOS Have you been given approval from the buildin division? 'YES NO -7 ADDRESS OF BUSINESS MAP/PARCEL;NUMB R T 6 When starting a new business there are several things you must do in order to be in compliance with the rules an a ions of the Town of Barnstable. This form is intended to assist you in obtaining the information you may need. You MUST GO TO 200 Main St. -_[e.Qrner of Yarmouth Rd.&Main Street) to make sure you have the appropriate permits and licenses required to legally operate your business in this town. 1. BUILDING COMMISSIONER'S OFFICE This individual.has been informed of any permit requirements that pertain to this type of business. Authorized Signature* COMMENTS: 2. BOARD OF HEALTH This individual has been ' f rmecLof thwpermit requirements that pertain to this type of business. Aidl5horized Signature* COMMENTS, i 3. CONSUMER AFFAIRS(LICENSING AUTHORITY This individual h ben info ed of tlpZ,1c in quirements that pertain to this type of business. uthorized Signature!* COMMENTS: Date: 7 /6 /,off, TOWN OF BARNSTABLE TOXIC AND HAZARDOUS MATERIALS ON-SITE INVENTORI(, I NAME OF BUSINESS: .6_1iy°.s �/1'�St��//�� BUSINESS LOCATION: SW12 INVENTORY MAILING ADDRESS: *�,� ,��.3'lOL/f' �� TOTAL AMOUNT: TELEPHONE NUMBER: �� CONTACT PERSON: EMERGENCY CONTACT TELEPHONE NUMBER: 5'�B 3601119 MSDS ON SITE? TYPE OF BUSINESS: INFORMATION/RECOMMENDATIONS: Fire District: Waste Transportation: Last shipment of hazardous,waste: Name of Hauler: Destination: Waste Product: Licensed? Yes No NOTE: Under the provisions of Ch. 111, Section 31, of the General Laws of MA, hazardous materials use, storage and disposal of 111 gallons or more a month requires a license from the Public Health Division. LIST OF TOXIC AND HAZARDOUS MATERIALS The Board of Health and the Public Health Division have determined that the following products exhibit toxic or hazardous characteristics and must be registered regardless of volume. Observed/Maximum Observed/Maximum Antifreeze (for gasoline or coolant systems) Misc. Corrosive NEW USED Cesspool cleaners Automatic transmission fluid Disinfectants Engine and radiator flushes Road Salts (Halite) Hydraulic fluid (including brake fluid) Refrigerants Motor Oils Pesticides NEW USED (insecticides, herbicides, rodenticides) Gasoline, Jet fuel, Aviation gas Photochemicals (Fixers) Diesel Fuel, kerosene, #2 heating oil NEW USED Misc. petroleum products: grease, Photochemicals (Developer) lubricants, gear oil NEW USED Degreasers for engines and metal Printing ink Degreasers for driveways &garages Wood preservatives (creosote) Caulk/Grout Swimming pool chlorine Battery acid (electrolyte)/Batteries Lye or caustic soda Rustproofers Misc. Combustible Car wash detergents Leather dyes Car waxes and polishes Fertilizers Asphalt & roofing tar PCB's Paints, varnishes, stains, dyes Other chlorinated hydrocarbons, Lacquer thinners (inc. carbon tetrachloride) NEW USED Any other products with "poison" labels Paint &varnish removers, deglossers (including chloroform, formaldehyde, Misc. Flammables hydrochloric acid, other acids) Floor & furniture strippers Other products not listed which you feel Metal polishes may be toxic or hazardous (please list): Laundry soil & stain removers 4d 2- (including bleach) Spot removers &cleaning fluids (dry cleaners) e Other cleaning solvents Bug and tar removers Windshield wash WHITE COPY-HEALTH DEPARTMENT/CANARY COPY-BUSINESS rn FROM :CAPEWIDE FAX NO. :5084283928 Nov. 22 2006 05:48PM co MA - �Ca apexAde. iash_AF> ENTEIZPIIISES, LLC fao � lT � Nr ,,k N ,• ' 1 . November 22, 2006 l Dear Mark: Thank you for the opportunity to bid on your job. I am sending a copy of your Septic Contract. Please take a moment to look it over. if you would like to go ahead with the work please sign the contract and return it to us. We aim to I you the same great service you have come to know from Roger. We ford to working with you. any.questions, please contact us at 508-428-4028. 1 1 N&a.,�p,Alrly i- you for you business, ' and Capen Capewide Enterprises, LLC a - 1 � L , FROM :CAPEWIDE rAX NO. :5084283928 Nov. 22 2006 05:49PM P3 Work Not included: - Any inside plumbing Movement of any large subsurface boulders Movement of any underground utilities IE water, electric,gas, phone or cable.This work would be performed by Capewide Enterprises for an additional fee. Movement of any fences,sheds or other obstacles that may be encountered that are not otherwise noted in above included work. Any upgrades to electrical service Any irrigation repairs. The material is guaranteed to be as specified, and the above work to be performed in accordance with the drawings and specifications submitted for above work and completed in a substantial workmanlike manner,for the sum of$7,965.00. With payments to be made as follows: $2,600.00 on signing $3,900.00 at start of work $1,465.00 at completion $7,965.00 Total NOTE - This proposal may be withdrawn by us if not accepted within 30 days. Any alteration or deviation from above specifications involving extra cost will be executed only upon written order, and will become an extra charge over and above the estimate; payment for the extra is due in full before the change is made. Alterations and deviations from the above proposal may be due to u�nsuitablehmpervlous soil conditions or water table elevatlions not being favorable. All agreements contingent upon strikes,accidents, or delays beyond our control. In the event that any underground utilities are obstructing the system, the customer is responsible for the cost of resituating them. Capewide Enterprises In no way may be held responsible for any damage to irrigation systems. Capewide Enterprises, LLC ACCEPTANCE OF PROPOSAL The above prices,specifications and conditions are satisfactory and are hereby accepted, You are authorized to. m do the work as specified. Payments will be made as outlined above. Customer Signature �= Date ( Z ! mot" Signature Authorized Capewide rprises Representative �� 62 Lincoln Rd.Septic Contr;ut 11/2M FROM :CAPEWIDE FAX NO. :5084283928 Nov. 22 2006 05:49PM P2 �y �r CapeU Id tNTERPRISGS, JJ.0 P.O.Box 763 SEPTIC 'ONTRIACT Centerville,MA 02632 N NOVEMSER 229 2006 PROPOSAL SUBMITTED TO: WORK TO BE PERFORMED AT: NAME Mark'Sheehan ADDRESS: 36YU1 coin Rd.-� ADD RE Park Square Tit Hyannis v "� Hyannis, MA 02601 PHONE: 508-775-56111 508-776-0311 FAX: 508-771-4314 . I Capewide Enterprises, LLC proposes to furnish all materials and labor necessary to construct a Title V septic,system in accordance with 310 CMR: Department of Environmental Protection. The subject property at 362 Lincoln Road, Hyannis is a four-bedroom dwelling with a design flow of 440 gallons per day, ..York to include: a Complete the permitting process and provide a construction permit for an on-site system.. Conduct a town monitored perc tests and soil evaluation.. • Supply engineered plan for the sole purpose if installing an on-site system. • Pump existing cesspool dry,collapse and fill in place with clean, medium sand, • Excavate for and set a new H-10 1500-gallon septic tank. • Anew distribution box will beset on V of crushed stone. • A new leach field will be installed according to plan. • Impacted area will be backfilled and graded.Woodchips will be spread over area, • Any asphalt cutting and removal is included. It will be replaced with recycled asphalt. Initiate Phime;508.428.4028 E•F+ax:208.330.1390 Rich GACxlx widizEnterprises-com JoaoC)Gipewider-MoM.iisata.coni www,CapewideEmerlm wicunm 11/27/2006 16:48 FAX HOLLAND & KNIGH/T 002/007 11/27/2006 15:58 8085837862 MME DAMBROSE HANYEN PAGE 02/04 11/27/2004 WO PAI 5097710722 DDIMM AU AM SUMMM R001 1 Town of Barnstable Regulatory Services j ! i 'J`'pomm B.Heller,Durectoe I pubbe Health Difton Thomoa McKean,Director ! 200 Main Suet, MA 02601 i, Toe Sb8 7904304 � OtSwe: SOb-86T.4614 . 1Vovraabelc 21,2006 Itiahwd D. % to 209 wm Rd. M10 'Us,MA 02648 - I I e)UOJ NOTI F F 3 e 5 A ON S' 3 GE TIUW Pic PM GRO MIRUMUM On Novemtber 16t 2006 Head In.Speator Domald Damraia,R:S.invwdSWd a vot8pldW eed observed tau►Vownp ovetammus oc o am polmd*am tbo tic.sYmm owned by you loeatiad at 362 Liacoia Rd,H The bullowimig vieladoas of 310 CMIt 15.00.the 8eeoe EsvjmAo eaba Code,1►bbmvk Ragairemettta lint the Subswrbee Dkposal of SsulteM Sewage and Tw a 093mmastable Code wem observed: aid m WWI Iw! Scot system is in by6nue . Igo,of 3gAgeble Cod!J 3WY-. Dis4i mp of watt oaoo the Sm" (1) You are di:ectod to keep the on4w sewage disposal sydm PUMPVd.m MMy times as awasary(daily if mod*to latep it ftm overflowing onto the gtaund• (2) You we ordered to obtain an ea&oor to design the repair pleas for the failed septic system apt said locedu t and Me the planand vaaiaace,application (if applicable) with the Hoeft Division witlim thirty (30) days of yoga receipt of WA letter. (3) The sepW system shall be bleWW in Mid wc*t&Ws with tbo spproved engineered plums within ahtty(60)dwA of yoar reoetpt of this letter. 1 4�► woa Loa a�neaanbeo� t [house 'NOTE: ALL PIPES ARE TO BE 4' SCHEDULE 40 P.V.C. ; z - `_VENT ulePIPE40 Last 24 inches tdl 10' mine from Schedule PVC w/Charcoal Odor FilterIExisting Fotmdotion to septic tank P_; '- , �• ,,.� � /' wkhln 6 flnTohsank covere a grade .Rhin GRAM cow w�l carer SECTION A -A y Credo o+er s.pna Tank-,oaoo 3 HOLE �� arede over o-eaR-,baoo ever SAS-,oaoo PROFILE VIEW OF ADDITION TO LEACHING SYSTEM ': , . f� .. 362 Llr7copr�.Ra•- ""s DIST. 80� �••�' 3' of 1/8' - 1/2' Washed Peaetonej?+•` S- 0.02 3 4" toll - O 30• NEw BAFFLE s-a01 or 3• 101=6 me rap of syet«n- a.. .os.ra / /2 Washed Crushed St ... >aair reiit>r •r. ffiSL PIPE m C 1,500 GAL Greater 4•►W(CAPm)NA►[CTON PORT 70!E 3j' •' { e .7.1_ FrtoN ExLsr• rolinnATmri 0 /tPTIC LANK n �' s"0.01• pfstAu m AM to pe rIIrnN s• or -ool 1110 soft AR 9 CONCRETE FMl FOUNDATK p p H-10 0 o i rn SYSTEM PROFILE a r,a,3/4•-1 1/2- o p m o.83'n(10 inches) Units = I .^. ooT '. �sooe r.itacr msooe N�e�e�,aM Not to Scale compacted •ton• c o a' 3.12 .125 p rn 3.75 GENERAL NOTES NOTE Two COMPARTMENT TANK REQUIRED. 5 c o .5' 3.5' p 0' 1. Contractor is responsible for Digsafe notification, Verification of Utilities FIRST COMPARTMENT TO BE 1,000 GALLONS CAPACITY AND 6 ln.of 3/4"-1 1/2" o �-�3'-"-I o Effective Length and protection of all underground utilities and pipes. SECOND COMPARTMENT TO BE 500 GALLONS CAPACITY eompocted*tone ao 10' e, SOIL ABSORPTION SYSTEM (SAS) 2. The septic tank an distribution box shall be set S Effective VkM level on 6" of 3/4"-1 1/2" stone. NOTE: ALL COMPONENTS MUST HAVE RISERS TO WITHIN 6' BELOW GRADE m INFILTATROR HIGH CAPACITY (H-20 LOADING)/ GEORGE O'BRIEN 3. Backfill should be clean sand or gravel with no L�7 Bottom of Test Hole 2 Elev.- 89.0o stones over 3" in size. (OR EQUIVALENT) 4. This system is subject to inspection during installation P E R C 0 LATI 0 N TEST Groundwater Observed - NONE OBSERVED NOTE: OVERALL HEIGHT OF INFILTRATOR IS 18' /EFFECTIVE HEIGHT IS 10" by Carmen E. Shay - Environmental Services, Inc. P 1 1571 5. The contractor shall install this system in accordance Date of Percolation Test: JANUARY 10, 2007 with Title V of the Massachusetts state code, the approved plan Test Performed By. CARMEN E. SHAY, R.S., C.S.E. and Local Regulations. Results Witnessed By. DON DESMARAIS (BARNSTABLE BOH) 6. If, during installation the contractor encounters any EXCAVATOR: Shay Env. Svcs. soil conditions or site conditions that are different Au ounEr f1PES FROM THE Percolation Rate: Less Than 2 MPI 0 24" DIS1RIXTIM Box SHAD.BE ,2- CON�EIE Co" from those shown on the soil log or in our design SET LEWL FOR AT LEAST 2 FT. installation must halt do immediate notification be Test Hole Test Hole ""` ` '' 3 r �' �•-•�•• made to Carmen E. Shay - Environmental Services, Inc. No. 1 No. 2 7. No vehicle or heavy machinery shall drive over the DEPTH SOILS ELEV. DEPTH SOILS ELEV. { - as OWLET ,r MET septic system unless noted as H-20 septic components. 0 100. o too. - = "- 0$ 8. Install Tuf-rite gas baffles or equals on all outlet tee ends. sic f p " Sandy Sandy 2 p 9. All Distribution Lines shall be 4 diameter Schedule 40 NSF PVC pipes. LOOT3 LIM 3 4' - SCH. 40 T.../f �•�• n- T�'� .' _ 10. All solid piping, tees do fittings shall be 4" diameter '°"'3� 10 "� PLAN SECTION CROSS-SECTION (J 0"-12' A, 99. 0"-12' A, ss. R OF WAY) ,� _ - Schedule 40 NSF PVC pipes with water tight joints. Ley Lawny RIAgLE RIGHT _ -fl 11. Municipal Water is Connected to ALL OF The Residence and Abutting Sand sand 3 HOLE H-20 DISTRIBUTION BOX06 Properties Within 150 Feet. 10 YR 5/e 10 YR 5/e 12"- 24" 8e 98.00 12'- 24" 8e 98.00 ----' .' _--- ------- THE PROPERTY LINES ARE APPROXIMATE AND Coarse _ _ ___ -- COMPILED FROM THE NELSON BEARSE ENTITLED WALK , sand sand ___ --- - _____�f---- ��-�'�� SIDE SUBDIVISION PLAN OF CRAIGVILLE, LINCOLN ROAD, HYANNIS., MA 15 Y 7/4 15 Y 7/4 _ ----- .' - _ __---- ----- 0� DATED JULY 30, 1934, PLAN BOOK 58, PAGE 99 c, 89.00 4"- 13 C, 89•� -- _ -''- _ '� - - f ff SHAND OULD NOT IN ENDEUSEDD OR NO PURPTO BE A OSE OTHER PLOT PLAN N 4"- 132 �i �' _ ---' SIDE wA- '����•' ---- ----'�- THE SEPTIC SYSTEM INSTALLATION. 00+ ; EXISTING CESSPOOLS TO BE PUMPED OUT AND FILLED IN PLACE LOT #69 NOTE: ANY STRIPPED .OUT SOIL CONTAINING LEACHATE A. 1 FROM THE EXISTING CESSPOOLS TO BE DISPOSED - J _ s_. . . / _ \ 17 b0.0 Square Feet..+/-.- - - - n rn - �-T.. -vF"A� F'�n BOARD 0r HEALTH-SPtCIr1CAiIONS 4' Perc #1 p / _--'' i THERE ARE NO WETLANDS ARE PRESENT WITHIN 200' OF THE PROPERTY Depth to Perc: 30" to 48" Perc Rate= 2 MPI Groundwater Not Observed / I ASSESSORS MAP 271, PARCEL 064 No Observed ESHWT LEGEND ADJUSTED H2O Elev. = None .' / �' `� " 3-z4.OWL ACCESS MANHotES �'' �� EXISTING ' O ``� 4 BEDROOM �' 104X 1 DENOTES PROPOSED ,o -e• �,�' \ •. SPOT GRADE HOUSE DENOTES EXISTING .�• zn i '- 362 X 104.46 SPOT GRADE G i 3 _ ,_ �`�- - 11 n �' ```� ALK-OUT BASEME --- Er - `� �`� �`� �, o PL PROPERTY LINE c�NCRETE THE ACCESS COVERS FOR THE SEPTIC TANK. / / �` _ SAME t- DISTRIBUTION BOX AND LEACHING COMPONENT = / / / �� �� -- --- 96 PROPOSED CONTOUR SHALL BE RAISED TO NATHIN 6" OF o - M+;nicipeL_yy(oteF t;n `,�-_.._• `�- _Tb' ••t -- A c s,. IN �:,.:•. FINISHED GRADE O / - • +44THRAL ` ` \ STEEL REINFORCED PRECAST CONCRETE INSTALL TUF-T1TE GAS BAFFLES OR EQUALS / t ` - --_ CESSP \\ - - - ---9'7 EXISTING CONTOUR PLAN VIEW ON ALL OUTLET TEE ENDS o / PROJECT BENCH MAR `� _ _ T HO E)#1 Cl TOP DOOR SILL 3-2a ftlIMA6LE covals �` i Ff'L EV. = 10( .00 (Assu d) `� a '--�� E = 10�.00 � DEEP TEST HOLE & I \ .\4 ^-- Failed PERCOLATION TEST LOCATION _.f. - 4- -r; q SPOOL ► �-. 6 FOOT STOCKADE FENCE •min.cNva,a. tr saET / Q/ I � Q � ``\ n+tFr e•ate- r min. Inlet to r otntET i O// O O 1 > ,r.,bLT� 1 I Vent / V,� I I �a REV.: 1/19/06 - 2 Compartment Tank 5•_7. = _'S._�. ; �I ` Pipe /l Q o NEW a / Et e.ew ' r-°'"'k / \ / i Fulled 1500 gal. V) ' 00111mvE LbpM depth ``\`` Inspection CEb�S OL Septic Tank / P LOT P LAN \ L_ - -� / i •T:.i. -t •,ti•-.i. pia 917 FLE ' -•r a -'_ .- \ �-'-------;---- Y•` F�4M � + •`4rr`�F� �_ _'-- -�� �\ OF PROPOSED SEPTIC SYSTEM UPGRADE D-Box " \ CROSS SECTION END-SECTION ; --== ____ � = �� - =' � - ------`�- TEST HOLE #2 ` PREPARED FOR - ° ELEv.= 100•00 � M R. RICHARD ARENSTRU P i �` 10 5' TYPICAL 1500 GALLON(2-COMPARTM ENT) SEPTIC TANK ���� �`� ;': 144100' AT NOT TO SALE #362 LINCOLN ROAD (H-10 LOADING) / ,�o° '�� HYAN N I S, MA Design Calculations A' Number of Bedrooms: 4 Bedroom EXISTING H PREPARED BY: Garbage Grinder: No / c. Leaching Capacity Required: 440 Gal./bay (MIN. PER TITLE V) ' p`H� yGN ARMEN li . A ll A l Septic Tank : - 2 x 440 Gal./Day = 880 USE NEW 1,500 GAL Septic Tank. NOTE: TWO COMPARTMENT TANK REQUIRED. E. SOIL ABSORPTION AREA: Using percolation rate of Q min./inch FIRST COMPARTMENT TO BE 1,000 GALLONS CAPACITY AND � S �' � VIRONMENTAL SERVICES, INC. Bottom Area: 0.74 gol/sq. ft. x 500 sq. ft. = 370 gallons SECOND COMPARTMENT TO BE 500 GALLONS CAPACITY No. ,I Sidewall Area: 0.74 gal./sq. ft. x 99.6 sq. ft. = 73.7 gallons F � P.O. BOX 627 Providing: = 443.70 gallons G/STD EAST FALMOUTH, MA 02536 tiNITAR��'� FAX - -TEL : 508 539 7966 Use: (7) INFILTRATOR HIGH CAPACITY H-20 UNITS, HAVING A 0.83' (10 INCHES) EFFECTIVE DEPTH / TO BE USED WITH 3.5' OF WASHED STONE ON THE SIDES, AND 3.125' OF WASHED STONE SCALE: 1"=20' DRAWN BY: CES DATE: JAN. 102 2007 ON THE ENDS. NO STONE UNDER. PROJECT#SD1007 FILENAME: SD1007PP.DWG SHEET 1 OF 1