Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
0138 OST.-W.BARN. RD - Health (2)
Auto Marine Electric t a ! R r A + C F y t [ i i y 4 Number Fee 833 THE COMMONWEALTH OF MASSACHUSETTS $100.00 Town of Barnstable Board of Health This is to Certify that Osterville Auto Service 138 Ost-West Barn. Road, MA 02655 Is Hereby Granted a License FOR: STORING OR HANDLING 111 GALLONS OR MORE OF HAZARDOUS MATERIALS. ------------------------------------------------------------- -- This license is granted in conformity with the Statutes and ordinances relating there to, and and expires- June 30, 2007 unless sooner suspended or revoked. ---------------------------------------- WAYNE MILLER,M.D.,CHAIRMAN SUMNER KAUFMAN,M.S.P.H. June 19, 2006 PAUL J. CANNIFF,D.M.D. - THOMAS A.MCKEAN,R.S.,CHO Director of Public Health OSTERVILLE AUTO SERVICE INC. 6200 TOWN OF BARNSTABLE 6/15/2006 HAZARDOUS WASTE STORAGE FEE 100.00 CASH-ROCKLAND TRU 100.00 (�Tq n ®f Barnstable T . Regulatory Services x P o� Thomas F. Geiter,Director 9 MAS& Public Health Division ''T6p�pp`t A Thomas McKean,Director ��` 200 Mdin Street, Hyannis,MA 02601 Office: 508-8624644 Fax: 508-790-6304 Application Fee: $100.00 ASSESSORS MAP AND PARCEL NO. DANCE ,r APPLICATION FOR PERMIT TO STORE AND/OR UTILIZE MORE THAN III GALLONS OF HAZARDOUS MATERIALS FULL NAME OF APPLICANT D M/Ij^j34 NAME OF ESTABLISHMENT 10L ✓%f-t "a .&V(e J 4- e- ADDRESS OF ESTABLISHMENT 3 �S,L— vl U4— W j�S+ 1�9��K sf�3 L q— � TELEPHONE NUMBER` SOLE OWNER: YES NO ., IF APPLICANT IS A PARTNERSHIP,FULL NAME AND HOME ADDRESS OF ALL PARTNERS: , IF APPLICANT IS A CORPORATION: FEDERAL IDENTIFICATION NO. 620 STATE OF INCORPORATION /�/Fg FULL NAME AND HOME ADDRESS OE.- PRESIDENT -`r aia�v� u,�, �� a O"OX4-1 i A•ts TREASURER SS rr y CLERK SIG O APPL CANT RESTRICTIONS: HOME ADDRES ��� 9 4(L �1 HOME TELEPHONE# D 4 136 6(;�3 7 t ra l-\ 'iS� S Q:\Application Forms\HAZAPP.DOC Town of Barnstable r�{ p f.TFtr?> Department of Regulatory Services B WMABLIK� ; Public Health Division "I)alc MARS. -.. 100 Main Sircel,Ilyannis MA 02601' • rto ram" � �, l . tom, ._ - � ' oo , . Date Sdi6dulcJ � / r Time. rcc Pd. t _ Soil Suitability Assessine�nt for Sewage Dis�o al Witnessed Ay: Perrormed I3 y: LOCATION & GENERAL INI'ORMATION Location Address (38 (? N�\\� (�}¢g� 4b�Owner's Namc A IIA A. t613 cnl��k� u!��4 �3�n51�b Address Assessor's Map/Parcel: i20 "�07 - 4 Engineer's Naine r ' , Tcic)hone ll �j4c�- Z`a �3�{ NEW CONSTRUCTION REPAIR I y r L c-55 TL+tit Land Use Co m`^�t_(_ . Slopes(%) a/o Surface Stones Distances from: Open Water Body Q Possible Wet Area wry it Drinking Water Wcll � It Drainage Way R Property Line jv 10. R Other SICCTCII:(Street name,dimensions of lot,exact locations of test holes&Pere tests,locate wetlands in proximily to holes)�r - 1 ,o <V� A �� ' 9' e 6-1 t t r43 1 14 o LAC- \W >tl�t. .L Depth 2 G l � Ga Parent material(geologic) � 4S - X Idi to Ucdrock Via 2 Depth to Groundwater: Standing Water in Irole: Moo t=.."- Weeping from Pit race �•4a,.! h fsUntatcd Seasonal I ligh Groundwater Afeo- EL D C e-0011 DETERMINATION FOR SEASONAL IIIGH WAT%TABLE Melltod Used: f� _ Depth Observed standing in obs.hole: Foot. T _in. Depth to soil rnonles: �°t ) In. Depth to weeping front side of obs.hole: ?d,prJ>✓ ill. , Groundwater Adjustment Index Well N Reading Date: Index Well level Adj.(actor Adj.Groundwater Level— PERCOLATION TEST Dsde_tO_IWIC6 Time 1 _30" a Observation _) Ti -I.�Z Ilole Time at 9" Time at G" .. Depth of Pert ✓S n Slarl Pre-sonk Time© �'4D 1 I Sb Z5&,ll-t [S Time(9"-6') End Pre-sonk W'4c, S ' Rnlc Min./Inch l-r�`f�1!t-k11�'�wttvy a'�2)►.sett Site Suitability Asscssntcok Site PR t5 Sitc railed: r�1 L1 Addiliunal'f+"csting Needed(YIN) f - \l ,. otiginnl: Public Ilenflh Division Observation Bole Data•ro Be Completed on (lack �S-_} ***If perculatiop test is to be conducted Ivithiu IOU, of iveiland,you must First notify the Barnstable Conservation Division a( least one(1) heel( prior to beginning. Q,nrAIJI l/wrmr.;Rcronnt DEEP OBSLRVATION IIOLE LOG I101c It Ucpllt Gum Soil Ilorizon Suil,rexRae Soil Color "mil rhbcr SurlltCr,(In,) (USDA) (Munsoll) Willing (SUuchuo,Sloncs,lluuldclS. i7 (o ham►5�26�� Cam,-(L �f iv t� i�2��Ar�' � �4R-�t G \8-,2 5, fl C —kDY2- /4 12fJ C m E,? 5 ` � to'-lP. -tl z S©�G g� S DEEP OBSERVATION HOLE LOG 1I01c It Z Depth front Soil I lorizon Soil Tcxlure Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consislutcy %Gravcl) lZ © �o►,-e DEEP OBSERVATION HOLE LOG Hole II 3 Dcpth front Soil Ilorizon Soil Texture Soil Color Soil . Othcr Surrnce(in.) (USDA) (Munsell) Mottling (Structure,Stones,Moulders. 7L C� DEEP OBSERVATION HOLE LUG 1101C Depth from Soil Horizon Soil Tcxture Soil Cofur Soil 011rcr Surface(ht.) (USDA) (Munsell) Mottling (Structure,Slums,Moulders. Consis cnc °°Grave Flood Insurance Rate Map: Above 500 year flood boundary No_ Ycs Y Widlin 500 year boundary No Ycs Within 100 year flood boundary No Y Ycs Deuth ofNaturnlly Occurring Pervious Material Does at'Icast four feet of naturally occurring pervious matcrial exist in all areas observed tiu-ougl►out the area proposed for the soil absorption systei If not,what is the depth of naturally occurring pervious material? Certification 1 certify tljat on Ae Q,t L5j (date)1 have passed the soil evaluator examination approved by file Department of Environmental Protection and that the above analysis was performed by n'c consistent will' the required training,expertise nd expr<tienco described in 310 CMR I.5.017. Signature v Date Q:l ICALTI I/W P/PCILCFORM �_,�T'OWN OF BARNSTABLE LOCATION d:3 =a (°� -790--a9 SEWAGE 4 ktY=, VILLAGE ASSESSOR'S MAP&PARCEL INSTALLERS NAME&PHONE NO. ►' i"1`i-� �� SEPTIC TANK CAPACITY f SGrb � �. LEACHING FACILITY:(type)'pi (size) NO. OF BEDROOMS �4 4�IGL%AAZk OWNER C,-Z 6Pe?1 - PERMIT DATE: hiA- COMPLIANCE DATE: Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Feet Private Water Supply Well and Leaching Facility(If any wells exist on site or within 200 feet of leaching facility) Feet Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of leaching facility) Feet FURNISHED BY �J-t rt Act OOF D� A'3 13-3 �{' -4 � 72F r _ Date: 7 Of / ci0 TOWN OF BARNSTABLE �G� TOXIC AND HAZARDOUS MATERIALS ON-SITE INVENTORY NAME OF BUSINESS: - � /w OV6 BUSINESS LOCATION:«g 1/�V��f�� 1w4 � INVENTORY MAILING ADDRESS: tt TOTAL AMOUNT. TELEPHONE NUMBER: CONTACT PERSON: EMERGENCY CONTACT TELEPHONE NUMBER: MSDS ON SITE? TYPE OF BUSINESS: INFORMATION RECOMMENDATIO S: 6 Fire (strict: If r 14 ;a-s-te Transportation: ' Last shipment of hazardous,waste: Name of Hauler.• -S Destination• Waste Product: V10,1j, Licensed? Yes No NOTE: Under the provisions of Ch. 111, Section 31, of the Genera 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 XNEW USED Cesspool cleaners Automatic transmission fluid Disinfectants Engine and radiator flushes Road Salts (Halite) Hydraulic fluid (including brake fluid) Refrigerants T Vtm Motor Oils Pesticides y; 5fjP NEW 20!�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, LG 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 Rw ` CWG (including bleach) _ s Spot removers & cleaning fluids (dry cleaners) Other cleaning solvents Bug and tar removers Windshield wash WHITE COPY-HEALTH DEPARTMENT/CANARY COPY-BUSINESS OIL WASTE OIL OIL FILTERS ANTIFREEZE WASTE ANITFREEZE GASOLINE WA AS DIESEL FUEL W/W FLUID ATF HYDRAULIC/ MISC. MISC. MISC. MISC. BRAKE FLUID COMMBUSTIBLE FLAMMABLE CORROSIVE PETROLEUM (GEAR OIL/GREASE/ LUBRICANTS) FREON ACETYLENE CAR WASH CAR WASH PAINTS/ WAX DETERGENTS THINNERS i SEALANT CLEANING BATTERIES/ POISION/TOXIC CAULK/GROUT SOLVENTS BATTERY ACID FERTALIZERS WASTE SOLVENT �� � MSDS ✓ MANIFESTS l� L Ids rats WQt ID; &.-f d -- No. W���` sc.,; t j < Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: L/ J z, PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes application for Mi5po5aY 6p.5tem Cou.5tructiou Fermat Application for a Permit to Construct(✓j Repair( ) Upgrade(.-I'Abandon( ) 'Complete System ❑Individual Components Location Address or Lot No. ��JB �1\e I'fe $-rn�blkK Owner's Name Address,and T OVQ, Zas cxal .1 LA� Assessor's Map/Parcel 1 Z�_C70 5 O JO Awl Installer's Name;;ess,an a No. �� � p� esfner's N me,Add r and Tel.No. ��1\.J�r�_nhlne¢r/� 3 - '7 7/` j� C��rro\,Nk_. =dl o �sS 50 8-`12b-_ 3Y Type of Building: Lot Size 7y, 89 9 — sq.ft. Garbage Grinder Qjb) Other Type of Building :1 f cA_V'u)s� -W No.of Persons \ Showers( ) Cafeteria( ) Other Fixtures C34L— 500•t 487`1 .5� t, 51,ti(�=y Q1e dal. ((1U Cc s 1 Design Flow(min.required) (D37.5 gpd Design flow provided (CG gpd Plan Date-Su17 igt?jDOC.Q Number of sheets t Revision Date 101Z-5M- Title si� plg^ aQ�ec� �J emt n`� Size of Septic Tank GOO (a k6 Type of S.A.S. (0'Sb0&AL C telc Description of Soil?4�—11,494 0-(0"RLL 6-18��Sl AeJL4t--,)-e 5yJ 4rvA 10K fat$ 18-Z4` 2 (h f=one Scsnd t�a•� I M R 7. 4 z�-too' C tiled ?-ebbles 10,1&j Z_ Nature of Repairs orAlterations(Answer when applicable) 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 EnvironrnenR4 Code and not to place the system in operation until a Certificate of Compliance has been issued by this Bp d Signed Date Application'Approved by Date O Z' ,Q Application Disapproved by: -- Date k for the following reasons Permit No. 20 � Date Issued No. . Fee 0 TEE—COMMONWEALTH OF MASSACHUSETTS_' . Entered in computer: � PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes Rpplicati-on for Tigpogal �§pgtem Cowaruction Permit Application for a Permit to Construct(�j Repair O Upgrade(��Abandon( )l omplete System ❑Individual Components • Location Address or Lot No. �3B caner' Name Address,and Tel.No.. ,38 o cr�•,e,e WptX /`r ` t ZOS 01d1 �a.\ l4 �A4 ssessor's Map/Parcel Z O! I O— q'7 J0 h rl Installer's Name,Address,and Tel)No. ��� �� �kesi ner'sNamee,Add�ress5and Tel.No. a - - �, '7 7J-9 3 � \ ale N1+��r oL��S 50 8-`28 33A4 r In Type of Building: Dwelling�o..of B- droor Lot Size ']�f q Q — sq. ft. Garbage'Grinder (,Ua) Other Typeof Building `1 Ogtjv_ I-,k)jo.Q`-Af No.of Persons � Showers( ) Cafeteria( ) Other Fixtures 0g1LX = �8*-q 671 SF (110(ca. 1 Design Flow(min.required) _.(vv37.5 gpd Design flow provided (Q(05 gpd 1 Plan Date 10AI-18-,Zooce Number of sheets 1 Revision Date 101zslo(- r Title S�� pl�� �a ,PcJ� SrnFca�crncn�� Size of Septic Tank (500 &-Ae, Type of S.A.S. (0-Sb0 &AL 3 Ftel� Description of Soil 11,410 0-(fly' F:tLL (0-18 51 A)Ojrcne _1-A4-aajMek 10 K(018 Sind 181 K 7/4 Z4-1?d C. 1►1ed 5,14, (vr4.el-Some ?-fwe oLitz- Nature of Repairs or Alterations(Answer when applicable)- Date last inspected: �� � s 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 oa$d of Hea'�f'h. Signed Date Application Approved by G Date Application Disapproved by: Date ` for the following reasons Permit No. e,2-00 L16 I Date Issued THE COMMONWEALTH OF MASSACHUSETTS R` BARNSTABLE,MASSACHUSETTS Certificate of Compliance 1. rtt THIS IS TO CERTIFY,that the On-site Sewage Disposal System Constructed Repaired Upgraded Abandoned( )by. �� C� - :c. ` at 05�cW\ip_ Ue5V ct15 b� VQ�� has been constructed in accordance / with the provisions of Title 5 and the for Disposal System Construction Permit No. —�',M(a 1 f 1, -1 dated 1012 2 Installer n Designer #-bedrooms /� ~c1t $ L0 o d( Approved design flow, gpd The issuance of this permit shall not be construed a a)guarantee that the system will (fun'ctibn,,as(dr"i'gn d. Date l 1n !,a Inspector No. �`�-(_l CU— /(Q ! Fee `�U THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION—BARNSTABLE, MASSACHUSETTS M.5pont *pgtem Congtruction Permit Permission is hereby granted to Construct (--) Repair ( ) pUpgrade (_ ) Abandon ( ) System located at 1'�)13 05yrs�\�e WC4 ` and as described in the above Application for Disposal System Construction Permit.The applicant recognizes his/her duty to comply with Title S and the following local provisions or special conditions. Provided: Construction ust b com leted within three years of the date of this permit. Approve b / Date pP Y r Town of Barnstalble 'IHE Tp� y�P ti� Regulatory Services Thomas F. Geiler,Director • BARNSPABLE, MAM Public Health Division -,.,,.,Thomas McKean Director 200 Main Street, Hyannis,MA 02601 Office:. 508-862-4644 Fax: .508-790-6304 Installer & De§inner Certification Form ` Date: T 47 Sewage Permit# 7 Assessor's Map\Parcel,/ZL9 Designer Installer: Address: goX Address: ✓cGl'GrS -✓ /Gt� lAe 90/ On f Z�fA 4 /// � � �% was issued a permit to install a (date) `? (installer) septic system at OS � '�"/1 r based on a design drawn by c k (address) dated 7ll �®�~ /oe& I Z131e , (designer) y 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. Stripout (if required) was inspected and the soils were found satisfactory. I 3 certify.that the septic referenced above was as in talled swit major changes (i.e greater than 10 laterafrelocation 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. Stripout(if required)was inspected and the soils were found satisfactory. 07 PFRI, �l1LLIV�'"1 I aller's Signature) :29733 CIVIL (D6§Lmer'-s Signature) (Affix Designer's Stamp Here) PLEASE RFTUWV,,,TO BARNSTABLE PUBLIC HEALTH DIVISION. CERTIFICATE OF COMPLIANCE 'MLL d NOT BE ISSUED UNTIL BOTH THIS FORM AND AS- BUILT CARD'ARE RFC D BY THE BARNSTABLE PUBLIC HEALTH DIVISION. THANK YOU. ; r 4 ry x _ Q:\Septic\Designer rertificltion roim'1Zev 09 0'.do Town of Barnstable �F'THE A Regulatory Services 4% Thomas F.Geiler,Director y Public Health Division , INSTABLE, Thomas McKean,Director 9� 1 MASS.. ,�� 200 Main Street, Hyannis,MA 02601 ArED MP'l a 4 Phone: 508-862-4644 Email: healthna,town.bamstable.ma.us Fax: 508-790-6304 Office Hours: M-F 8:00—4:30 August 29, 2006 Mr.Drew Tomkinson Osterville Auto Services 138 Osterville-West Barnstable Rd. Osterville,MA 02655 Dear Mr.Tomkinson Thank you for your time and cooperation during the hazardous materials site visit at Osterville Auto Service on July 31, 2006. This letter contains information from that site visit that has help you become compliant with Chapter 108 of the Town of Barnstable Ordinance: Hazardous Materials. PROBLEM: • Cylinders are not chained. ORDER: • Cylinders shall be chained at all times to ensure they don't tip over and create a hazard. PROBLEM: • Small release of petroleum products onto floor. ORDER: • All releases or spills are in violation of the Town Ordinance Section 108-9 Prohibitions._ • Speedy dry was placed on the spill. • Ensure immediate and proper disposal of the speedy dry. PROBLEM: • Parts cleaner lid open when not in use. RECOMMENDATION: • Keep lid closed when not in use to prohibit vapors and fumes from exiting the system. This is a fire and health hazard. OBSERVATIONS: • Oil filters are stored in a 55 gallon drum. • All drums are labeled correctly. • Absorbent pads are on the tops of the 55 gallon drums. • Use of speedy dry on releases. On Site Inventory Total The Toxic and Hazardous Materials On-Site Inventory from July 31, 2006 shows that you have approximately 1,228 gallons of toxic and hazardous materials being used or stored at Osterville Auto Service, 138 Osterville/West Barnstable Rd., Osterville,MA(Please see enclosed Toxic and Hazardous Materials On-Site Inventory sheet). Your hazardous materials permit has been obtained for the fiscal year 2006-2007. If you have any questions or you need further information, guidance or assistance,please do not hesitate to contact the Public Health Division. Sincerely, Alisha L. Parker Hazardous Materials Specialist All orders to correct violations of Chapter 108 of the Town of Barnstable Ordinance: Hazardous Materials shall be coTpleted upon receipt of this letter. homas�AW'Kean,RS, CHO Director of Public Health Enc. On-Site Inventory(copy) RECEIVED JUN 1 5 2006 APPLICA 0 FOR SITE PL <. TOWN OF BARNSTABCt ' ... LOCATION SITE PLAN REVIEW Business Name: Ernest B. Norris & Son, n c. Subdivision an _ Assessor's Map# 120 Parcel# 7 ANR Plan 3 Property Address: 138 0 s t e ry i l l e- Site Plan W. Barnstable Rd. , .Osterville , OWNER OF PROPERTY APPLICANT Name: Graymar II Realty, LLC Name: Ernest B. Norris & Son, Inc. Address: c/o. Neale Tomkinson, Address:P•0. Box 486 145 Gttlehol.e Rd. W. Barn. 02668 Hyannis Port , MA - Telephone: Telephone. 5 0 8-7 7 5-04 5 7 Fax Fax: 508=775-7877 ARCHITECT/DEVELOPER/CONTRACTOR/ENGINEER AGENT/ATTORNEY Name: Ivan Bereznicki Assoc. , Inc. Name: Mark H. Boudreau, Esq. Address: Address: 396 North Street Hyannis , MA 02601 Telephone: Telephone 5 0 8-7 7 5-10 8 5 Fax: Fax: 508-771-0722 STORAGE TANKS MAZ MAT/FUEL OR WASTE OIL) ZONING DISTRICT CLASSIFICATION Existing Proposed District Overlays) w Number Number Lot Area Sq.Ft. Ac. Size Size Fire District Above Ground Above Ground Underground Underground Setbacks ft. Contents Contents Front: Side: Rear: Number of Buildings UTILTTIES Existing Proposed c2 (+ add i ic„) Sewer ❑ Public Demolition Private Size�a1 Water ©' Public ❑ Private• TOTAL FLOOR AREA BY USE Electric [ Aerial ❑ Underground Gas ❑ Natural ❑ Propane Existing Proposed Grease Trap ❑ Size gal (sq. (sq. ft. Basement Sewage Daily Flow * gpd Residential C4 End ft AS *GP or WP areas restrict wastewater discharge to 330 gallons per Restaurant acre per day into on-site system. Retail Office PARKING SPACES CURB CUTS Medical Office Required Existing Commercial(specify) Provided . Proposed Wholesale(specify On-Site To Close TnEtitutiond Off-Site Totals Industrial s ec' Handicapped All Other Uses On Site Ek •.J:_ Li Doc !p a Estimated Project Cost: Fee: Gross Floor Area SP-FORM-P1.DOC-06/18/2004 Old King's Highway Regional Historic District File#. Approved? ❑Yewo Hyannis Main Street Waterfront Historic District File# Approved?❑Yes EKo Listed in National and/or State Register of Historic Places? ❑Yes UKo Previous Site Plan Review File# Approved? ❑Yes ©-K Previous Zoning Board of Appeals File# 1 SV:: i , 0-4a-L1- Approved? 0-Yes ❑No Is the site located in a Flood Area(Section 3-5.1) des ❑No In Area of Critical Environmental Concern? ❑Yes 110 Is the Project within 100'.of Wetland Resource Area? ❑Yes [-No Site sketch—informal presentation Dies ❑No Site Plan prepared,wet stamped and signed by a Registered PE and/or PLS. ❑Yes ❑No Parking and Traffic Circulation Plan ❑Yes ❑No Landscape Plan and Lighting Plan ❑Yes ❑No Drainage Plan with calculations and Utility Plan ❑Yes ❑No Building Plans, (all floor plans,elevations and cross sections) ❑Yes [:].No Note that all sienaze must be approved by Code Enforcement Officer at the Buildine Department Lot area in sq.& sq.ft Total Building(s)footprint sq.ft. Maximum Lot Coverage as%of Lot % GROUND WATER PROTECTION OVERLAY DISTRICT REQUIREMENTS: OVERLAY DISTRICr(s): Lot Coverage (%) Required Proposed R Site Clearing (%) Required Proposed PRINCIPAL BUILDING ACCESSORY BUILDINGS) ❑Yes ❑No Number of floors Height: fL Number of floors Height: ft FLOOR AREA: FAR: FLOOR AREA: FAR: Basement sq.ft. Basement sq.ft. First sq.fL First sq ft Second sq.& Second sq.ft Attic sq.fL Attic sq.ft Other(Specify) sq. & Other(Specify) sq.fL Please provide a brief narrative description of your proposed project: I assert that I have completed(or caused to be completed)this page and the Site Plan Review Application and that,to the best of my knowledge,the information submitted here is true. *lore'If*/TX& Date Ernest B. Norris & Son ., Inc. Printed Name of Applicant Craig N. Ashworth, President czOrr.e7 SNFORM-PIDOC-0611 M004 Project: E.B. Norris Location: 138 Osterville West Barnstable Road Date: 10-Jul-06 Design Storm 25 Year Event - Existing Building Run-off 2 600 gallon leaching basin with 1 foot stone Area Total 0.085 Leaching Capacity 20.2 cfm Runoff C 1.000 Storage Capacity. 286 cf Time Rainfall C x A Time Volume 1 Volume 2 Storage NET Minutes Intensity Seconds Inflovwcf Recharge-cf Rep.-Cf 5 7.2 0.08 300 183 101 82 204 10 5.7 0.08 600 290 202 88 198 15 4.7 0.08 900 359 303 56 230 20 4.1 0.08 1200 417 404 13 273 30 3.3 0.08 1800 504 606 -102 388 45 2.55 0.08 2700 584 . 909 -325 611 60 2.1 0.08 3600 641 1212 -571 857 90 1.6 0.08 5400 733 1818 -1085 1,371 120 1.3 0.08 7200 794 2424 -1630 1,916 180 1 0.08 10800 916 2424 -1508 1,794 240 0.82 0.08 14400 1002 4848 -3846 4,132 300 0.72 0.08 . . 18000 1099 6060 -4961 5,247 360 0.64 0.08 21600 1173 7272 -6099 6,385 Area 1= 0 sf(pave) C1= 0.95 Area 2= 3,695 sf(roof) C2= 1 Runoff C= 3,695 3,695 1.000 Design Storm 100 Year Event - Existing Building Run-off 2 600 gallon leaching basin with 1 foot stone Area Total 0.085 Leaching Capacity 20.2 cfm Runoff C 1.000 Storage Capacity. 286 cf Time Rainfall, CxA Time Volume 1 Volume 2 Storage NET Minutes Intensity Seconds Inflow-cf Recharge-cr Req.- 5 10 0.08 300 254 101 153 133 10 7.6 0.08 600 387 202 185 101 15 6.5 0.08 900 496 303 193 93 20 5.7 0.08 1200 580 404 176 110 30 4.5 0.08 1800 687 606 81 205 45 3.4 0.08 2700 779 909 -130 416 60 2.8 0.08 3600 855 1212 -357 643 90 2.1 0.08 5400 962 1818 -856 1,142 120 1.7 0.08 7200 1038 2424 -1386 1,672 180 1.25 0.08 10800 1145 2424 -1279 1,565 240 1.05 0.08 14400 1283 4848 -3565 3,851 300 0.9 0.08 18000 1374 6060 -4686 4,972 360 0.8 0.08 21600 1466 7272 -5806 6,092 Area 1= 0 sf(pave) C1= 0.95 Area 2= 3,695 sf(roof) C2= 1 Runoff C= 3,695 3,695 1.000 Project: E.B. Norris Location: 138 Osterville West Barnstable Road Date: 10-Jul-06 Design Storm 25 Year Event - Proposed Addition Run-off 2 600 gallon leaching basin with 1 foot stone Area Total 0.058 Leaching Capacity 20.2 cfm Runoff C 1.000 Storage Capacity. 286 cf Time Rainfall C x A Time Volume 1 Volume 2 Storage NET Minutes Intensity Seconds Inflow-cf Rec Rea.-cf 5 7.2 0.06 300 126 101 25 261 10 5.7 0.06 600 199 202 -3 289 15 4.7 0.06 900 .246 303 -57 343 20 4.1 0.06 1200 286 404 -118 404 30 3.3 0.06 1800 346 606 -260 546 45 2.55 0.06 2700 401 909 -508 794 60 2.1 0.06 3600 440 1212 -772 1,058 90 1.6 0.06 5400 503 1818 -1315 1,601 120 1.3 0.06 7200 545 2424 -1879 2,165 180 1 0.06 10800 629 2424 -1795 2,081 240 0.82 0.06 14400 687 4848 -4161 4,447 300 0.72 0.06 18000 755 6060 -5305 5,591 360 0.64 0.06 21600 805 7272 -6467 6,753 Area 1= 0 sf(pave) C1= 0.95 Area 2= 2,536 sf(roof) C2= 1 Runoff C= 2,536 2,536 1.000 Design Storm 100 Year Event - Proposed Addition Run-off 2 600 gallon leaching basin with 1 foot stone Area Total 0.058 Leaching Capacity 20.2 cfm Runoff C 1.000 Storage Capacity. 286 cf Time Rainfall C x A Time Volume 1 Volume 2 Storage NET Minutes Intensity Seconds Inflow-cf Rechamecr Req.-cf 5 10 0.06 300 175 101 74 212 10 7.6 0.06 600 265 202 63 223 15 6.5 0.06 900 341 303 38 248 20 5.7 0.06 1200 398 404 -6 292 30. 4.5 0.06 1800 472 606 -134 420 45 3.4 0.06 2700 534 909 -375 661 60 2.8 0.06 3600 587 1212 -625 911 90 2.1 0.06 5400 660 1818 -1158 1,444 120 1.7 0.06 7200 713 2424 -1711 1,997 180 1.25 . 0.06 10800 786 2424 -1638 1,924 240 1.05 0.06 14400 880 4848 -3968 4,254 . 300 0.9 0.06 18000 943 6060 -5117 5,403 360 0.8 0.06 21600 1006 7272 -6266 6,552 Area 1= 0 sf(pave) C1= 0.95 Area 2= 2,536 sf(roof) C2= 1 Runoff C= 2,536 2,536 1.000 Project: E.B. Norris Location: 138 Osterville West Barnstable Road Date: 10-Jul-06 Design Storm 25 Year Event - Proposed Pavement Run-off 1 600 gallon leaching basin with 4 foot stone Area Total 0.148 Leaching Capacity 22 cfm Runoff C 0.950 Storage Capacity. 321 cf Time Rainfall C x A Time Volume 1 Volume 2 Storage NET Minutes Intensity Seconds lnflow-cf Recharge cf Reg.-cf 5 7.2 0.14 300 303 110 193 128 10 5.7 0.14 600 480 220 260 61 15 4.7 0.14 900 593 330 263 58 20 4.1 0.14 1200 690 440 250 71 30 3.3 0.14 1800 833 660 173 148 45 2.55 0.14 2700 965 990 -25 346 60 2.1 0.14 3600 1060 1320 -260 581 90 1.6 0.14 5400 1212 1980 -768 1,089 120 1.3 0.14 7200 1313 2640 -1327 1,648 180 1 0.14 10800 1515 2640 -1125 1,446 240 0.82 0.14 14400 1656 5280 -3624 3,945 300 0.72 0.14 18000 1817 6600 -4783 5,104 360 0.64 0.14 21600 1939 7920 -5981 6,302 Area 1= 6,430 sf(pave) C1= 0.95 Area 2= 0 sf(roof) C2= 1 Runoff C= 6,109 6,430 0.950 Design Storm 100 Year Event - Proposed Pavement Run-off 1 600 gallon leaching basin with 4 foot stone Area Total 0.148 Leaching Capacity 22 cfm Runoff C 0.950 Storage Capacity. 321 cf Time Rainfall C x A Time Volume 1 Volume 2 Storage NET Minutes. Intensity Seconds Inflow-cf Recharge cf Req.-cf 5 10 0.14 .300 421 110 311 10 10 7.6 0.14 600 639 220 419 (98) 15 6.5 0.14 900 820 330 490 (169) 20 5.7 0.14 1200 959 440 519 (198) 30 4.5 0.14 1800 1136 660 476 (155) 45 3.4 0.14 2700 1287 990 297 24 60 2.8 0.14 3600 1414 1320 94 227 90 2.1 0.14 5400 1590 1980 -390 711 120 1.7 0.14 7200 1716 2640 -924 1,245 180 1.25 0.14 10800 1893 2640 -747 1,068 240 1.05 0.14 14400 2120 5280 -3160 3,481 300 0.9 0.14 18000 2272 6600 -4328 4,649 360 0.8 0.14 21600 2423 7920 -5497 5,818 Area 1= 6,430 sf(pave) C1= 0.95 Area 2= 0 sf(roof) C2= 1 Runoff C= 6,109 6,430 0.950 REVISED-APPLICATION FOR SITE PLAN REVIEW P# 034-06 Raw LOCATION Subdivision Plan 17) Business Name: Assessor's Map# 120 Parcei# 007 ANR Plan �— Property Address: 138 Osterville—West Barnstable Site Plan Road,Osterville o OWNER OF PROPERTY " Name: Gravmar II Realty c/o Neil Tomkinson APPLICANT Address: P.O. Box 428 Name: E.B.Norris & Son Inc. �' `a - Ad West Barnstable MA 02668 Address: 385 Sea Street va H a Telephone: nnis MA 02661 Fax N Telephone: 508-775-04 57 Fax: 508-775-7877 ARCHITECT/DEVELOPER/CONTRACTOR/ENGINEER AGENT IATTORNEY Name: Sullivan En&eernig Inc Address: 7 Parker Road/P.O. Box 659 Name: Boudreau&Boudreau L.L.P. Osterville MA 02655 Address: 396 North Street Telephone: 508-428-3344 Hyannis-, MA 02661 Fax: 508-3115 Telephone: 508-775-1085 Fax: STORAGE TANKS(HAZ MAT/FUEL OR WASTE OIL) ZONING DISTRICT CLASSIFICATION Exist;t,g_y� Proposed No s WE &RPOD Number 2+ Number District RC Overlay(s)YO Lot Area 74,898 Sq. Ft. 1.72 Ac.. Size 500 Gal 200+ Gal and 50 Gallons Fire District COMM Above Ground All . Above Ground Underground Underground Setbacks Contents Contents Rear: 10' 500 Gallon—Oil, 200+Gallon—Waste Oil Front: 20' Side: 10' Multiple Portable 50 Gallon Drums Number of Buildings UTILITIES Existing 1 + Shed Proposed 1 Addition Sewer ❑ Public ® Private Size_____gal 0 Water ® Public ❑ Private Electric ® Aerial Underground(For Addition) TOTAL FLOOR AREA BY S_ Existing Proposed Gas ® Natural ❑ Propane s . ft.) Grease Trap ❑ Size gal s . ft.) Sewage Daily Flow * 637.5 gpd Auto Service(4 Ba s) 3,195 (EXISTING&PROPOSED—SEE ATTACHED NARRATIVE) Auto Service Office 500 *GP or WP areas restrict wastewater discharge to 330 gallons per acre per day into on-site system. Contractor's Office I'Floor 2,325 PARKING SPACES CURB CUTS 2ND Floor 1,385 Required 19 Existing 1 Contractor's Office- Provided 19 Proposed l Stor e-Basement 1,170 On-Site 19 To Close 1 , actor s Totals 1 Contractor's Off-Site 0 Woods ho /Stor e 3,195 Handicapped 1 Contractor's W.Sho / Estimated Project'Cost: Fee: Storage Office 500 $>250,000 $ 500.00 Gross Floor Area 3,695 8,575 SP-Form—06/18/2004 Kings Highway Regional Historic District File# Approved? ❑Yes ®No ,fyannis Main Street Waterfront Historic District File# Approved? ❑Yes ®No Listed in National and/or State Register of Historic Places? ❑Yes ®No Previous Site Plan Review File# Approved? Q Yes Q No Previous Zoning Board of Appeals.File# 1982-41 & 1982-42 (withdrawn) Approved? ®Yes ❑No [s the site located in a Flood Area(Section 3-5.1) ❑Yes ®No In Area of Critical Environmental Concern? ❑Yes ®No [s the Project within 100' of Wetland Resource Area? Q Yes No Site sketch—informal presentation ❑Yes ®No Site Plan prepared,wet stamped and signed by a Registered PE and/or PLS. ®Yes ❑No Parking and Traffic Circulation Plan 0 Yes ❑No Landscape Plan and Lighting Plan Yes ❑No Drainage Plan with calculations and Utility Plan ®Yes ❑No Building Plans, (all floor plans,elevations and cross sections) ®Yes ❑No Note that all signage must be approved by Code Enforcement Officer at the Building Department Lot area in sq. ft. 70,898 sq. ft Total Building(s)footprint 6,232 _sq. ft. Maximum Lot Coverage as%of Lot 8.3 % GROUND WATER PROTECTION OVERLAY DISTRICT REOUIREMENfS: OVERLAY DLSTRICT(S): WP Lot Coverage (%) Required <50% Proposed 16.8% Site Clearing (%) Required <70% Proposed 35% PRINCIPAL BUILDING (METAL BUILDING) ACCESSORY BUILDING(S)(ADDITION) ❑Yes ❑No Number of floors 1 Height: 15' (?TO PLATE) Number of floors 3 Height: 9' (?TO PLATE) FLOOR AREA: (METAL BUILDING) FAR: .05 FLOOR AREA: (ADDITION) FAR: .07 Basement 0--sq. ft. Basement 1,170 sq. ft. First 3,695 sq..ft. First 2,325 sq. ft. Second 0 sq. ft. Second 1,385 sq. ft. Attic 0 sq. ft. Attic 0 sq. ft Other.(Specify) sq. ft. Other(Specify) sq. ft. Please provide a brief narrative description of your proposed project: (SEE ATTACHED NARRATIVE) I assert that I have completed(or caused to be completed)this page and the Site Plan Review Application and that,to the best of my knowledge,the information submitted here is true. 4k Signature of Applicant Date John O'Dea, EIT— Sullivan Enziineering Inc. PRINTED NAME OF APPLICANT SP-Form—06/18/2004 Project: E.B.Norris& Son. Inc. Location: 138 0sterville—West Barnstable Road Date: July 31, 2006 NARRATIVE To Support Revise Site Plan Review Application For E.B. Norris & Son, Inc. The project site is located at 138 Osterville-West Barnstable Road in Osterville. The 1.72 acre site is presently developed with a 3,695 square foot metal building. The building contains 4 bays,which are used for auto service and repair, and an office area of approximately 500 square feet,which is used for the auto service and repair business. The site is also developed with a large stone driveway and parking area, and a small shed. existing septic stem was found,the present site no information on the y Although g P g generates 637.5 gallons per day of wastewater based on Title 5 flows. The project as proposed is to convert the site into the contractor's office and yard for E.B. Norris& Son. To accomplish this, an addition with a footprint of 2,535 square feet is proposed. In this addition the basement area(1,170 square foot)will be used for office storage. The first floor(2,325 square foot), and second floor(1,385 square foot)will be used as the contractor's office. The existing metal building will be used for light woodworking, and storage. The small office area in the building will remain. A new paved driveway is proposed which provides good visibility up and down Osterville—West Barnstable Road, and along Bumps River Road. The location of the existing driveway will be vegetated to match the surrounding dense buffer. A proposed paved parking area located adjacent to the proposed addition provides 13 spaces. Additional parking can be provided in stone area located to the north and east of the existing metal building. This stone area,which will be surrounded by a fence,will also contain the relocated shed, and the proposed dumpster. A small area of lawn is proposed around the proposed addition. It is the intention to leave the remainder of the site undisturbed. Minimal lighting is proposed along the walkway between the proposed addition and paved parking area, which will provide just enough light to safely access vehicles during the winter months. Security lighting is also proposed along the metal building. As proposed,the Title 5 flows equal the existing flows. Since there is no increase in design flow above the existing approved capacity,by definition this project is not considered New-Construction for Title 5 purposes. The project also would not be subject to the provisions of the Town of Barnstable General Code Chapter'232 Wastewater Discharge, as it does not meet the definition of a New system. Since no information is available on the existing system, at this time it is the intent to upgrade. As such, a perc test will be required to complete the plan, and a permit application will be made to the Board of Health. 1 of 2 Project: E.B. Norris& Son. Inc. Location: 138 Osterville—West Barnstable Road Date: July 31, 2006 Since the Site Plan Review hearing on July 27, 2006 the following changes have been made: 1) We have reduced the amount of parking spaces required, and eliminated the overflow parking which had been located along the northern and eastern edges of the stone area. Six spaces are now shown.along the northern edge of the existing metal building to meet the parking requirements. These spaces will be used for the overnight parking of any company trucks. No parking is proposed to the east of the metal building. 2) We have increased the vegetated buffer to the north by 10 feet. The vegetated buffer to the east remains as existing. The existing stone area located to the east of the existing metal building provides a turn around area for trucks. Please note that a 66 foot well vegetated buffer exists between the limit of the stone and Aspen Way, and a 59 foot buffer to the dwelling located on the Deriemer property. We have also added a solid fence along the southern line of the stone area to provide further screening. 3) We have called for the existing sign located in the road layout to be removed, and any future sign to meet all Town of Barnstable Sign Regulations. 4) We have called for a bituminous sidewalk,with a slope of less than 2%,to remain where the existing driveway is. A berm, or curb extension will be provided between the side walk and Bumps River Road. 5) We have called for a small berm to be located at the end of the proposed driveway,which will contain all site runoff. 6) We have relocated the drywells required for roof and pavement runoff to the south of the building, and added a bubbler which will provide emergency overflow into the existing low spot on the site. 7) We have brought the handicapped spaces into conformance. 8) We have showed the distance(287 feet)between the proposed addition and the closest existing fire hydrant. 2of2 r Project: E.B. Norris Location: 138 Osterville West Barnstable Road Date: 31-Jul-06 Design Storm 25 Year Event - Proposed Site Run-off 2 600 gallon leaching basin with 4 foot stone Area Total 0.291 Leaching Capacity 44 cfm Runoff C 0.975 Storage Capacity. 642 cf Time Rainfall C x A Time Volume 1 Volume 2 Storage NET Minutes Intensity Seconds Inflow-cf Recharge-cf Reg.-cf 5 7.2 0.28 300 612 220 392 250 10 5.7 0.28 600 969 440 529 113 15 4.7 0.28 900 1198 660 538 .104 20 4.1 0.28 1200 1394 880 514 128 30 3.3 0.28 1800 1683 1320 363 279 45 2.55 0.28 2700 1950 1980 -30 672 60 2.1. 0.28 3600 2142 2640 -498 1,140 90 1.6 0.28 5400 2448 3960 -1512 2,154 120 1.3 0.28 7200 2651 5280 -2629 3,271 180 1 0.28 10800 3059 5280 -2221 2,863 240 0.82 0.28 14400 3345 10560 -7215 7,857 300 0.72 0.28 18000 3671 13200 -9529 10,171 360 0.64 0.28 21600 3916 15840 -11924 12,566 Area 1= 6,430 sf(pave) C1= 0.95 Area 2= 6,231 sf(roof) C2= 1 Runoff C=. 12,340 12,661 0.975 Design Storm 100 Year Event - Proposed Site Run-off 2 600 gallon leaching basin with 4 foot stone Area Total 0.291 Leaching Capacity 44 cfm Runoff C 0.975 Storage Capacity. 642 cf Time Rainfall CxA Time Volume 1 Volume 2 Storage NET Minutes Intensity Seconds Inflow-cf Recharge cf Rep.-cf 5 10 0.28. 300 850 220 630 12 10 7.6 0.28 .600 1292 440. 852 (210) 15 6.5 0.28 900 1657 660 997 (355) 20 5.7 0.28 1200 1938 880 1058 (416) 30 4.5 0.28 1800 2295 1320 975 (333) 45 3.4 0.28 2700 2600 1980 620 22 60 2.8 0.28 3600 2855 2640 215 427 90 2.1 0.28 5400 3212 3960 .-748 1,390 120 1.7 0.28 7200 3467 5280 -1813 2,455 180 1.25 0.28 1.0800 3824 5280 -1456 2,098 240 1.05 0.28 14400 4283 10560 -6277 6,919 300 0.9 0.28 18000 4589 13200 -8611 - 9,253 360 0.8 0.28 21600 4895 15840 -10945 11,587 Area 1= 6,430 sf(pave) C1= 0.95 Area 2= 6,231 sf(roof) C2= 1 Runoff C= 12,340 -12,661 0.975 Hazardous material inventory 385 Sea St. Hyannis Item Container size Qty Stored inside shop building Latex mortar mix C-21 5ga( 3 Tubes construction adhesive 32oz 15 Linseed oil 1 gal 1 Misc oil base house paint 1 gal 2 Miso bleaching oil, house stain 2 gal 2 Masonry 1 stone sealer• lgal 2 Thompson's water seat 5 gal 1 Penetrol paint conditioner 1 quart 1 Spray paint, Misc. 16 oz 20 Shellac 1 quart 1 Misc, motor oil 1 quart 3 Minwax stain 1 pint cans 10 Gasoline. Used for generators, small tools 3 gal. 2 West System Epoxy resin 5 gal. 1 West System Epoxy hardener 1 gal 2 Stored in shed, not in conditioned space Propane cylinders 60 pound b Propane cylinders 30 pound 2. This is an accounting of materials on site at 385 Sea St. 8/1/2006 It is rep•resenta-,ivs of what we typically have on. hand. We generally do not buy paint Cr adhesives in. r,uantitipr- greater rhan•I-+o,�„�;;•,..ro� ,Ce PRov tDir D 6y C.B. N0f\R1S S134 TO M"d i FORMAL SITE PLAN REVIEW MINUTES MEETING TO BE HELD JULY 27,2006 Growth Management Department 9:00 a.m. 2nd Floor Hearing Room Regulatory Review SPR 034-06 Ernest B. Norris & Son,Inc. Map 120,Parcel 007 138 Osterville/West Barnstable Road, Osterville Residence C zoning district,WP overlay district ZBA Special Permit 1982-41 for addition to existing nonconforming use/building. Proposal: 6,800 sq. ft. addition to existing building for automotive repair use with site improvements including landscaping, parking, drainage and lighting. ZBA relief for expansion of nonconforming use/building necessary, application filed. Continued for additional information/review. Administrative approval anticipated. PRESENT: Attorney Mark Boudreau John O'Day, Sullivan Engineering Tom Perry, Building Commissioner Tom Broadrick, Regulatory Review Director Steve Seymour, Eng., Growth Management Dept Dale Saad, Health Department Martin McNeeley, COMM Fire District Ellen Swiniarski, SPR Coordinator Attorney Mark Boudreau represented Ernest Norris & Son, Inc. and explained the proposal of the applicant to relocate a high-end construction business to this located in place of the automobile business presently operating at this location. A 2535 sq.ft. addition is proposed for contractor's office and converting the existing metal building into a wood shop/storage. A new parking area is proposed both paved and stone. The existing drive is to be replanted. There will be minimal lighting on the walkway for evening hours in the winter and security lights on the existing metal building. There have been no perk tests performed as yet, however he stated that he believes that the existing flows match proposed flows. The dumpster is to be located where the existing shed is located. Martin McNeeley, F.D. -Are there hazardous materials on site and will there be outside storage that would impede F.D. access. No. -Atty. Boudreau Martin Mc-F.D. -Inquired about location of hydrant in relation to the site. Applicant needs to verify that it is within 300 ft. An additional hydrant will need to be provided if it is not. Inquired of proposed fire protection within the building and recommended fire protection`system. Atty. Boudreau-Fire protection in just the office is planned. Dale Saad-Health Department- Clarified that the automotive repair business was not increasing and instead was being eliminated. Inquired about hazardous materials at the Sea Street location of the Norris & Sons, Inc. and the proposed site. Informed applicant that a list would need to be provided to the Health Department for both sites. Provided business card to do so. NeR existing septic information and proposed septic -information: John O'Day stated tnaf they were trying to maintain existing flows because it has been already allowed. Did not want this to be viewed as new construction site. Tom Broadrick—Regulatory Review Director—Requested that the application be properly filled out regarding square footage, etc. There was discussion about how much parking was really necessary. Requested that a parking calculation of actual needs to be provided using square footage of office space and# of employees. Number of employees was stated as 4. A reduction in parking will be recommended to the ZBA. It was decided that parking spaces 14-23 are not needed and 24-31 also are not needed. Steve Seymour, Eng. —GMD—Agreed that the parking should be reduced if it is not needed. It appears that the lot drains to a depression in the front. The plan with the pavement and drywell could reduce the runoff to that area. Berms should be used to make sure that that runoff stays on site in the low area. Inquired if the utility pole would need to be relocated that was in the new driveway. Ans. Yes. The sign in the road layout would need to be moved onto the applicant's property. The bituminous concrete sidewalk on Bumps River Road needs to be met @ 2% grade. Grading of the driveway needs to depict that runoff flows toward the site. Spot elevations in this area are necessary to demonstrate this. Steve also stated that there should be a berm on the curve of the driveway to direct the runoff. Tom Perry, Building Commissioner, inquired where the numbers provided in calculation came from and requested that the applicant take a closer look at the square footage being used to compute the parking and also the number of employees to provide an accurate flow rate and parking calculation. The Building Commissioner also informed the applicant that the parking needs to be moved to the back and create more of a buffer. The handicap space placed between two regular spaces is not correct and also should not measure 4 ft. It was confirmed by John O'Day that the plan showed 8-12 ft. cedar trees for screening. Need to increase the buffer to the east and put the parking against the building. Subsequent Meeting with Craig Ashworth of Norris & Son and Art Traczyk The following information was provided in a subsequent meeting the same day: • The shed will be used to store propane cylinders. It was requested that the applicant provide a count of the number of cylinders that will be stored. • A fence and gate between the front and rear parking lot will be installed. • Left over chemical supplies will be contained and then emptied by a service in an existing holding tank on the premises. • The area for parking spaces 14-23 and 24-31 will still need to be partially cleared of trees with gravel put in place to provide tractor trailer delivery truck turnaround. • The number of employees is 6, not 4 as stated at the formal SPR. • It was agreed that there would be no outside storage of materials. • The applicant will continue and finish the sidewalk at 2% grade at the new entrance to the property. • An advanced nitrogen load reducing sewage system_ may need to be provided in the WP district. • Verification needs to be made if calculation is using 40,000 sq. ft. or the full acre in septic flow calculations. Town of Barnstable 200 Main Street,Hyannis,Massachusetts 02601 s s • HARNSTAHLE. � - I. Growth Management Department Thomas A. Broadrick, AICP ED� 367 Main Street,Hyannis,Massachusetts 02601 Director of Regulatory Review Phone(508)862-4785 Fax(508)862-4725 www.town.bamstable.maus August 9, 2006 E. B.Norris& Son, Inc. C/O Boudreau&Boudreau, LLP 396 North Street Hyannis, MA 02661 t Reference: Site Plan Review(034-06)—E. B.No &=Sun, c. 138 Osterville/West'Barnstable Road( Osterville Map 120, Parcel 007 Proposal: Convert site from auto repair to contractor's office. A two-story addition w th a footprint of 2,535 sq.ft. is proposed for the contractor's office. Existing me 1 building to be converted to wood shop/storage. New paved/stone parking area and driveway proposed with the existing driveway to be replanted. Dear Mr.Norris: Please be advised that plans and information submitted subsequent to formal site plan review on July 27, 2006 has been reviewed by the Building Commissioner, Tom Perry, and found approvable subject to the following: • Special Permits for expansion and change of the nonconforming structure/use will need to be granted by the Zoning Board of Appeals. • All construction shall be in compliance with the approvable plan entitled," Site Plan Proposed Improvements at 138 Osterville/West Barnstable Road, Osterville, Mass." Prepared for E. B. Norris & Son, Inc., 385 Sea Street, Hyannis,MA, and consisting of l sheet, stamped and signed by Peter Sullivan of Sullivan Engineering,Inc., Osterville, dated July 18, 2006 and revised July 31, 2006,to incorporate site plan review comments. - • Board of Health compliance and approval will need to be obtained regarding Title 5 standards as they apply to this site. • Fire Department confirmation of hydrant location within 300 ft. of structure will need to be obtained. • Outside storage of materials will not be allowed. • A Toxic and Hazardous Material On-Site Inventory list which includes location of hazardous materials onsite(including propane cylinders)will need to be filed with the Health Division. • Upon the granting of any permit from the Zoning Board of Appeals, a final revised plan depicting any other conditions of the permit shall be submitted back to the site plan review files. • Applicant must obtain all other applicable permits, licenses and approvals required. • Upon completion of all work, a registered engineer or land surveyor shall submit a letter of certification, made upon knowledge and belief in accordance with professional standards that all work has been done in substantial compliance with the approved site plan(Zoning Section 240-104 (G). This document shall be submitted prior to the issuance of the final certificate of occupancy. If you have any questions or require further assistance, my direct telephone number is 508-862- 4679. Sincerely, G 'rR Ellen M. Swiniarski Site Plan Review Coordinator CC: SPR File ZBA File COMM Fire District IIeallft0,;iuis-& Tom Perry,Building Commissioner 057 Pa� Date: 60, / / TOWN OF-BARNSTABLE i�;i;pe TOXIC AND HAZARDOUS MATERIALS ON-SITE INVENTORY NAME OF BUSINESS: BUSINESS LOCATION: 131 tl) - r NNVENTORY MAILING ADDRESS: �t a TOTAL AMOUNT: TELEPHONE NUMBER: 522tf'l��— ��� I��S•5 CONTACTPERSON: �rl'd.Pl� TD�1'1 �lf'15'c'Tyu EMERGENCY CONTACT TELEPHONE NUMBER: MSDS ON SITE? TYPE OF BUSINESS: INFORMATION/RECOMMENDATIONS: Fire District: L(Jtit It �� �r ujLff,,YVLLU "dt tia In i juka 04 J9 kde uJ _ "ate Trla 'isporta 'on: S Last shipment of hazardous waste: 3i Q5 Name of Hauler• Destination• Waste Product: Licensed? Yes' No NOTE: Under the provisions of Ch. 111, Section 31, of the Genera 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 Mot r Oils Pesticides 6 . 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 LU 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 (including bleach) U Ciw 1 Spot removers &cleaning fluids — l (dry cleaners) Other cleaning solvents UA Bug and tar removers j O Windshield wash WHITE COPY-HEALTH DEPARTMENT/CANARY COPY-BUSINESS Town of Barnstable-Health Department Page 1 HAZARDOUS MATERIALS INVENTORY SITE VISITS .... y DBA: Fax: _ Corp Name: I Mailing Address ..Ij . _ ....... _..... Location: Street: mapPCity: ar. ���1 State: _ Contact: kru I Telephone: Zip: Emergency: Person Interviewed: ..... -- . .... Business Contact Letter Date: ° _... Category: Inventory.Site Visit Date: Type: Foilow Up/Inspection Date: El public water El indoor floor drains D ❑ outdoor surface drains ❑ license required ❑ private water ❑ indoor holding tank mdc ❑ outdoor holding tank mdc ❑ currently licensed ❑ town sewage ❑ indoor catch basin/drywell ❑ outdoor catch basin/drywell ex it ❑ on-site sewage ❑ indoor on-site syste >. ❑ outdoor onsite system date: ............................................................. i �c6mpliance: n J Jo 0q. have tern o � � �� Ci�l CCU� ,;►-, I�.;� �� 5 o � ra� III o V I ` . W oo r I Town of Barnstable-Health Department Page 1 HAZARDOUS MATERIALS INVENTORY SITE VISITS DBA: Osterville Auto Service Fax: 508-428 0730 t ....... - Corp Name: Mailing Address _. Location: 138 Osterville-West Barnstable Rd.Osterville Street: 130 Osterville-West Barnstable Rd.Ost . ._..... - ............. mappar: City: Contact: Drew Tomkinson State: • Ma Telephone: 508-428-2738 Zip: 02655 Emergency: Person Interviewed: Drew Tomkinson ..........__..__......_ _.. Business Contact Letter Date: 5/17/2005 Category: Vehicle Maintenance Inventory Site Visit Date: 6/2/2005 Type: Auto Repair Follow Up/Inspection Date: ❑ public water ❑ indoor floor drains ❑ outdoor surface drains • license required ❑ private water ❑ indoor holding tank mdc ❑ outdoor holding tank mdc ❑ currently licensed ❑ town sewage ❑ indoor catch basin/drywell ❑ outdoor catch basin/drywell expir ❑ on-site sewage ❑ indoor on-site syste ❑ outdoor onsite system date: ....................................... ....... 6/2/05 alp Observations:msds on site" binder,manifests on site, compliance: safety kleen and unifirst.Compres d ga is chained up in rig,fire Satisfactory extinguishers inspected,drain oil Tilt 3 days and then dispose of. Violations: Must label waste oil d servation of a release upon arrival,ordered to place used speedy dry into a drum and recycle w' (, _ waste oil,release on top of drums,recommend to get pads to place top to absorb haz mat,no eyewash station(first aid kit has 2 small bottles),parts cleaner lid propped open.Recommendations:obtain a spill kit for the service areas,continue training on releases and proper disposal. �p / - � Ili rims 5 �� ''AMC " KWIC o • i Page 2 Town of Barnstable-Health Department HAZARDOUS MATERIALS INVENTORY Chemicals: ❑ Zero Toxic Waste Materials ❑ gty's>25 Ibs dry or 50 gals liquid but less than 111 gals d❑ gty's 111 gals or more mar.-`.✓ `'� €leVgfl `;IO,GI motor oil 507 gallons _............_.--_--.--___.._....._...._..._._____...._.__.__..___.__._...............__.._.............._.__._........_... ..........._...__.___.._........_._ __........_.._ .. waste oil 275 gallons — ....._. automatic transmission fluid E 55 gallons ......_. waste antifreeze 110 gallons _._._..........................._..--_..._......._............._._.-.......................................................-..........................._.-._.........._......._;_.._........._..............._......_......_.......__._.._.._._. antifreeze(for gasoline or coolant systems) 110 gallons Windshield Wash 60 gallons Used Gasolne _ 5 gallons �. Batteries 20 gallons _.._...__........_.._...__.._._.__.......__.__. .._....__.__._.._.__...._...__..._. .___............_...._.-..,._.._.___. paint,varnishes,stains,dyes 113 gallons l� gasoline 22 gallons _.._......._......_......_........_-.._.........._.....__.____._..._..._.._..............................._..._.......z...._....-.....-._....._.__.._..._..._.._.__.._.. Misc.Flammable 12 gallons misc.petroleum products:grease,lubricants 5.5 gallons a/ ..............._._............. _................_ _._....._.._._._........_._._...._._.___.__.__._... ... .... ._. Freon 36 gallons ✓ _.__.. ...........__ .. ... ..... .. . . Waste Transporter: ;Safety Kleen Fire Distract Osterville ,._ Last HW Shipment Date 5/31/2005 Waste Hauler Licensed: Yes W) tA,) ' b _ - I Town. of Barnstable � Regulatory Services ~° Thomas F. Geiler,Director, : _fir 1 ;;M B A R NISTA ` N Public Health Division 005 JUL 27 PM 12: 56 b N Fep r,,pc" Thomas McKean,Director 200 Main Street, Hyannis,MA 02601 _..... _. �_- . .: - - ,X....508-790-6304 DIVISION Application Fee:$100.00 ASSESSORS MAP AND PARCEL NO. DATE -5 APPLICATION.FOR PERMIT.TO STORE.AND/OR UTILIZE MORE THAN. 111 GALLONS.OF HAZARDOUS MATERIALS FULL NAME OF APPLICANT f NAME OF ESTABLISHMENT � `�P�V 1 i�� Awibri-�&6t ADDRESS OF ESTABLISHMENT �rfe rVl l II- VA�fi ( y-n e;�toG TELEPHONE NUMBER SOLE OWNER: YES NO IF APPLICANT IS A PARTNERSHIP,FULL NAME AND HOME ADDRESS OF ALL PARTNERS: IF APPLICANT IS A CORPORATION: FEDERAL IDENTIFICATION NO. STATE OF INCORPORATION (/ FULL NAME AND HOME ADDRESS OF: Ap� PRESIDENT TREASURER CLERK lJ" SIGNATURE OF APPLICANT �fv RESTRICTIONS: HOME ADDRESS HOME TELEPHONE# Haz.doc/wp/q OSTERVILLE AUTO SERVICE INC. 5649 TOWN OF BARNSTABLE 7/27/2005 '15 CHEMICAL PERMIT 100.00 y f CASH-ROCKLAND TRU CHEMICALS PERMIT,`-'TOB ,." ' F 100.00 TOWN OF BARNSTABLE COMPLIANCE' CLASS: 1.Marine,Gas Stations,Repair satisfactory 2.Printers BOARD OF HEALTH 3.Auto Body Shops /1 unsatisfactory- 4.Manufacturers COMPANY V � �j ,(see"Orders") 5.Retail Stores 6.Fuel Suppliers ADDRESS 6 lass: 7.Miscellaneous oslwituo- QUANTITIES AND STORAGE (IN=indoors;OUT=outdoors) MAJOR MATERIALSCase lots Drums Above Tanks Underground IN OUT IN OUT IN OUT #&gallons Age Test Fuels: Gasoline,Jet Fuel (A) Diesel, Kerosene, #2 (B) He�motor w Cnew motor oil ( a :transmissio ydraulic Synthetic Organics: degreasers - I Miscellaneous: S 6 Nc�j A 1'F - l� P&OL SOD_6�T_ DISPOSAIJRECLAMATION REMARKS: 1. Sanitary Sewage 2. ater Supply o O Town Sewer Public *On-site Q rivate - 3. Indoor Floor Drains YES. N0 / I` i O Holding tank: MDC )4 �V O Catch basin/Dry well ''� _ " O On-site system 4. Outdoor Surface drains:YES NO..)C ORDERS: O Holding tank:MDC O Catch basin/Dry well O On-site system 5.Waste Transporter i 1 Product Ci abate 1. 2. Person (s) Interviewed I ct r A TOXIC AND HAZARDOUS MATERIALS REGISTRATION FORM NA MEOFBUSINESS: 8VI6 Mal'(44 f—:6C41L Mail To: - BUSINESS LOCATION: "f 3 ? -L ) 6a1�kS Board f Health Town of Barnstable MAILING ADDRESS: P.O. Box 534 .TELEPHONE NUMBE L 91 Hyannis, MA 02601 CONTACT PERSON: EMERGENCY CONTACT TELEPHONE NUMBER: Does your firm store any of the toxic or hazardous materials listed below, either for sale or for r your own use, in u ntities g, at any time, more than 50 gallons liquid volume or 25 pounds dry weight? YES N This form must be returned to the Board of Health regardless of a yes or no answer. Use the �l enclosed envelope for your convenience. If you answered YES above, please indicate if the materials are stored at a site other than your mailing address: ADDRESS: TELEPHONE: LIST OF TOXIC AND HAZARDOUS MATERIALS The Board of Health has determined that the following products exhibit toxic or hazardous character- istics and must be registered regardless of volume. Please estimate the quantity beside the product that you store: Qntity/Case Quantity/Case q�able _ Antifreeze (for gasoline or coolant systems) Drain cleaners Automatic transmission fluid Toilet cleaners Engine and radiator flushes Cesspool cleaners " Hydraulic fluid (including brake fluid) Disinfectants t Motor oils/waste oils Road Salt (Halite) 4 S-50iGasoline, Jet fuel Refrigerants Diesel fuel, kerosene, #2 heating oil Pesticides (insecticides, herbicides, Other petroleum products: grease, lubricants rodenticides) Degreasers for engines and metal Photochemicals (fixers and developers) Degreasers for driveways & garages Printing ink -� Battery acid (electrolyte) Wood preservatives (creosote) Rustproofers Swimming pool chlorine Car wash detergents Lye or caustic soda Car waxes and polishes Jewelry cleaners Asphalt & roofing tar Leather dyes Paints, varnishes, stains, dyes Fertilizers (if stored outdoors) Paint & lacquer thinners PCB's Paint & varnish removers, deglossers Other chlorinated hydrocarbons, Paint brush cleaners (inc. carbon tetrachloride) Floor & furniture strippers Any other products with "Poison" labels Metal polishes (including chloroform, formaldehyde, Laundry soil & stain removers hydrbchloric acid, other acids) (including bleach) Other products not listed which you feel may Spot removers & cleaning fluids be toxic or hazardous (please list): (dry cleaners) Other cleaning solvents Bug and tar removers Household cleansers, oven cleaners White Copy- Health Department/ Canary Copy-Business .-.g'�y.,Ki�'l'�sA'""c, .i+-•ti+Tf�Y�,.'t^'.:,"t-1+%+'r-...,-k".-.-wj'a•�;-�7"'""e y'L-�.�/j.,...<:*,tf`r,...,n •>._; ir��:fc,%rf ...�,.�,. ,k^•r.�f...ter» ""�' ..... '" .+u'�sy�*�'� � r TOXIC AND HAZARDOUS MA I ERIAS EGIS,TRATION 'FORM i' s 1:V t'Ij NAME OF BUSINESS: v 1 "�a 1�t^^-� t,C t` Mail To: Board of Health BUSINESS LOCATION: L)• RD�►� Town of Barnstable F, MAILING ADDRESS: . P.O. Box 534 ' TELEPHONE NUMBER:-- r o� Hyannis, MA 02601 CONTACT PERSON: 01 E EMERGENCY CONTACT TELEPHONE NUMBER: Does your firm store any of the toxic or hazardous materials listed below, either for sale or for your own use, in u ntities, • g, at any time, more than 50 gallons liquid volume or 25 pounds dry i weight? YES N 4 This form must be returned to the Board of Health regardlessof ayes or. no answer. Use the r r enclosed envelope for your convenience. i - If you answered YES above, please indicate if the materials are stored at a site other than your mailing address: .. ADDRESS: _.. TELEPHONE: LIST OF TOXIC AND HAZARDOUS MATERIAL The Board of Health has determined that the following products exhibit toxic or hazardous character- istics and must be registered re.gard.less of volume. Please estimate the quantity beside the product that 1 you store: ' Ouantity/Case i Quantity/Case O11, Antifreeze (for gasoline or coolant systems) Drain cleaners .Automatic transmission fluid Toilet cleaners E Engine and radiator flushes Cesspool cleaners Hydraulic fluid (including brake fluid) Disinfectants Motor oils/waste oils , Road Salt (Halite) Gasoline, Jet fuel Refrigerants. ;Diesel fuel,�kerosene, #2 hei'ngoil Pesticides (insecticides,`herbicides,, , .Other petroleum 'products: grease, lubricants rodenticides) ` Degreasersffor engines and metal Photochemicals (fixers and developers) r DegreasersJo driveways & garages -Printing ink -Battery acid,(plectro'lyte) Wood preservatives (creosote) f Rustproofers } '"� j1 ' i _ =l/ Swimming pool chlorine ti ,J# � Car wash detergents w �. Lye or caustic/so,'da,. Car waxes and poles•i§ 1.- Jewelry cleaners � • • , f �rat � Asphalt & roofing tar Y Leather dyes q Paints, varnishes, stains, dyes' : ' Fertilizers ('if stored outdoors) Paint & lacquer'thinners PCP's ""`.. Paint & varnish removers; deglossers . Other chlorinated hydrocarbons, Paint brush cleaners (inc. carbon tetrachloride) Floor & f urn iture,strippers Any other products with "Poison" labels i Metal polishes o aldeh de( ncludinb chororm #orm Laundry soil & stain removers F9f rhydroct loricLacid,fotherJ))yactds) Y } . (including bleach) Other products not listed which you feel may W Spot removers & cleaning fluids be toxic or hazardous (please list): { (dry cleaners)-) .� � Other cleanrn, solven s Bug and tar removers Household cleansers, oven cleaners_'// White Copy-Health Department/ Canary.Copy '.Business ,t y •J,r a.t F ! y j/�' jf q t J✓i r � TOWN OF BARNSTABLE c9UPLIANCE: CLASS: 1.Marine,Gas Stations,Repair satisfactory 2.Printers BOARD OF HEALTH 3.Auto Body Shops unsatisfactory- 4.Manufacturers COMPANY✓�� /P c� O (see"Orders") 5.Retail Stores 6.Fuel Suppliers ADDRESS f3 0S1--(•✓,O c- 16f-4 4 jass.- 71 7.Miscellaneous QUANTITIES AND STORAGE (IN=indoors;OUT=outdoors) MAJOR MATERIALS Case lots Drums. Above Tanks ,Underground Tanks IN OUT IN OUT IN OUT #&gallons Age Test Fuels: Gasoline Jet Fuel (A) Diesel, Kerosene, #2 (B) Heavy Oils: Z?s Y �,y Ye. Ove P waste motor oil(C) n ✓ SS• LS �_ new motor oil(C) A-i Z �S transmission/hydraulic Synthetic Organics: degreasers Sd t t-.X ' ®c Miscellaneous: ,/1"41Ig-ozC. Gv 3 f.,d w-Ga Le^__ Z c S K Sravy PAA V-4-1 1 3 c-S p� DISPOSAURECLAMATION REMARKS: 1. Sanitary Sewage 2.�W�ater Supply ��Z�Z71 Q o �1F�J ✓ � �� O Town Sewer Q<blic ���`�y,s.� O6o-e 0"/ •fir'` On-site OPrivate / �� _Ued v je 3. Indoor Floor Drains YES NO V O Holding tank:MDC_ f S i J O Catch basin/Dry well 'd��� ,Au �i 2 C /eac -�► T�''" �1 O On-site system rZ C. L 4. Outdoor Surface drains:YES NO ORDERS: O Holding tank:MDC O Catch basin/Dry well O On-site system 5.Waste Transporter Name of Hauler Destination,. Waste Prod ylil V �l YES 0 1. !�t/i0 2. CAe ' Person (s) Interviewed Inspector Date S TOXIC AND HAZARDOUS MATERIALS REGISTRATION FORM `b NAME OF BUSINESS: 7 .f&Z' - _ �.�� Y"i�_ Mail To: f BUSINESS LOCATION: _ Board of Health Town of Barnstable MAILING ADDRESS: -__ j P.O. Box 534 TELEPHONE NUMBER: Hyannis, MA 02601 CONTACT PERSON: G EMERGENCY CONTACT TELEPHONE NUMBIn� Does your firm store any of the toxic or hazardous materials listed below, either for sale or for your own use, in qu tities totalling, at any time, more than 0 gallonsliquid volume or 25 pounds dry weight? YES V NO This form must be returned to the Board of Health regardless of a yes or no answer. Use the enclosed envelope for your convenience. If you answered YES above, please indicate if the materials are stored at a site other than your mailing address: ADDRESS: _ TELEPHONE: LIST OF TOXIC AND HAZARDOUS MATERIALS The Board of Health has determined that the following products exhibit toxic or hazardous character- istics and must be registered regardless of volume. Please estimate the quantity beside the product that you store: Quantity/Case Quantity/Case Antifreeze (for gasoline or coolant systems) Drain cleaners f Automatic transmission fluid Toilet cleaners �� Engine and radiator flushes Cesspool cleaners I draulic fluid (including brake fluid) Disinfectants _4",Motor oils/waste oils s-, q Road Salt (Halite)- Gasoline, Jet fuel _` Refrigerants Diesel fuel, kerosene, #2 heating oil Pesticides (insecticides, herbicides, Other petroleum products: grease, lubricants rodenticides) _9!� _ egreasers for engines and metal Photochemicals (fixers and developers) Degreasers for driveways &•garages Printing ink Battery acid (electrolyte) Wood preservatives (creosote) - Rustproofers Swimming pool chlorine .� Car wash detergents Lye or caustic soda Car waxes and polishes Jewelry cleaners s-- Asphalt & roofing tar Leather dyes Paints, varnishes, stains, dyes Fertilizers (if stored outdoors) Paint &�asgef##ites PCB's Paint & varnish removers, deglossers Other chlorinated hydrocarbons, Paint brush cleaners (inc. carbon tetrachloride) Floor & furniture strippers Any other products with "Poison" labels Metal polishes (including chloroform, formaldehyde, Laundry soil & stain removers hydrochloric acid, other acids) (including bleach) Other products not listed which.,you feel may Spot removers & cleaning fluids be toxic or hazardous (please list): (dry cleaners) Other cleaning solvents Bug and tar removers Household cleansers, oven cleaners White Copy-Health Department/ Canary Copy-Business 1 TOWN OF BARNSTABLE COMPLIANCE: CLASS: 1.Marine,Gas Stations,Repair satisfactory 2.Printers BOARD OF HEALTH r 3.Auto Body Shops unsatisfactory- 4.Manufacturers COMPANY , �4�2�rf (see"Orders") 5.Retail Stores � 6.Fuel Suppliers ADDRESS / 0 . i !T ss: 7.Miscellaneous QUANTITIES AND STORAGE (IN=indoors;OUT=outdoors) MAJOR MATERIALS Case lots Drums Above Tanks Underground IN OUT IN OUT IN OUT #&gallons Age Test Fuels- V7w eA� l/ Gasoline,Jef Fuel (A) Diesel, Kerosene, #2 (B) Heavy Oils: waste motor oil (C) �' new motor oil (C) f 14,6 transmisSC"ydraulic , S Synthetic Organics: degreasers . . iscella=o • 1cIK r z� �U DISPOSAURECLAMATION REMARKS: A 1. Sanitary Sewage 2. Water Supply - O Town Sewer OPublic On-site OPrivate 3. Indoor Floor Drains YES NO-11 L � O Holding tank: MDC O Catch basin/Dry well O On-site system 4. Outdoor Surface drains:YES NO ORDERS: Q Holding tank:MDC ALew v Z O Catch basin/Dry well O On-site system 5. Waste Transporter Name of Hauler Destination Waste Product YES NO 2. lov Person (s) nterviewed Inspector Date LOCATION _ SEWA PERMIT NO. VILLAGE A & B CESSPOOL SERVICE ; 128 BISHOPS TERRACE, HYANNIS, M 02601 BUILDER OR OWNER DATE PERMIT ISSUED j � 3 DATE COMPLIANCE ISSUED { Rack � i C� ® /, f No...8.3.=....5 .. V Fizsl...�0.00....... THE COMMONWEALTH OF MASSACHUSETTS BOAR® OF HEALTH Town. ..........OF...........BarnsK-aUe App iration for Diipniia1 Vorko Towitrurtiun "motif Application is hereby made for a Permit to Construct ( ) or Repair (X ) an Individual Sewage Disposal System at: 138 West Barnstable Rcad,_Osteryille,.YA ,026 j ....................................---.....--....... ._..........------------------...................------ Location-Address or Lot No. - Auto Marine Electric ......_... 138,_West__Barnstable_-Road,___0stervi_lle,_,N&.... 02655 .....-• --•--•---•--- - - Owner Address A & B Cesspool Service _ 128 Bishops Terrace, _HyannisMA-__-_02601__•_•- - ... ........... Installer Address d Type of Building Size Lot............................Sq-. feet Dwelling—No. of Bedrooms...............................0..........Expansion Attic ( ) Garbage Grinder aOther—Type of Building ............................ No. of persons............................ Showers ( ) - Cafeteria ( ) Q' Other fixtures ---------------------------------------------- ---------------------------- ....------------------- W Design Flow............................................gallons per person per day. Total daily flow............................................gallons. WSeptic Tank—Liquid capacity............gallons Length................ Width................ Diameter---------------- Depth................ x Disposal Trench—No. .................... Width.................... Total Length.................... Total leaching area....................sq. ft. Seepage Pit No..................... Diameter.................... Depth below inlet..................... Total leaching area..................sq. ft. Z Other Distribution box ( ) Dosing tank ( ) aPercolation Test Results Performed by.......................................................................... Date....................................... Test Pit No. 1................minutes per inch Depth of Test Pit.................... Depth to ground water-----------------....... Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water........................ ------------------------------------------••--•-•------•------------..:................._••--------......................................................... 0 Description of Soil..........Sand............................................................ x U W -------------------------------------------------------------------------------------------------------------------•------•---------•-------------------------•--•-----------•--•••----•-----•----•--- U Nature of Repairs or Alterations—Answer when applicable----ins:balla tisan...af_.,a_.I,0.00-_gall-on..septic-. tank. Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of iITLL 5 of the State Sanitary Code—The undersigned further agrees not to place the system in operation until a Certificate of Compliance has been issued by the bo r of th. Signed 3�2383...:. D Application Approved BY "" ..........-31233 Date Application Disapproved for the following reasons---------------••---------------•----•-------------------------------------------------------------•-•......--•- ------------------------ -----------•-----•--•-------------•-----••------•----------..-....----------------------------------------- --------------------------------------- --------- Date Permit No......B3- 3/ 3/ 3 .. Issued ..---•--••-•••-----• ............... .. Date t l ¢� No....&.3.;.. FE$.........10.00...... THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH ........... . ...Town...----.....O F............Larnsgable------------------------------..._.............._. Appliration for UWpaiial Works Tomitrtirtinn Vvrrmit Application is hereby made for a Permit to Construct ( ) or Repair ( X) an Individual Sewage Disposal System at: 13.8-west..Ewa$: .. s s ....9 t�x�i l.�.---.?A--- 02 .55-........................................................................................ Location-Address or Lot No. Auto I;arine Electric......... ..._ �,35.Wept- a i$ �le..Ro .._4alo 11a._U... 02655 -------- ...........-----.......... Owner Address aA..&•-B..CessD.2ol...Service............................................... Installer Address Type of Building Size Lot............................Sq. feet Dwelling—No. of Bedrooms................................ .........Expansion Attic ( ) Garbage Grinder ( ) Other—T e of Building No. of persons............................ Showers — Cafeteria Q' Other fixtures ____________________________ ----------------------------------------------------- -............. ------------- W Design Flow............................................gallons per person per day. Total daily flow............................................gallons. WSeptic Tank—Liquid capacity............gallons Length................ Width................ Diameter................ Depth................ Disposal Trench—No. .................... Width.................... Total Length.................... Total leaching area....................sq. ft. Seepage Pit No--------------------- Diameter.................... Depth below inlet.................... Total leaching area.........._.......sq. ft. Z Other Distribution box ( ) Dosing tank ( ) aPercolation Test Results Performed by.......................................................................... Date........................................ Test Pit No. 1................minutes per inch Depth of Test Pit.................... Depth to ground water........................ GT., Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water........................ w' -----------------------------------•-----------------------........-=------------------•-•---....... ....•-•-•••---••---•-••-••-•----•••--..............••••. 0 Description of Soil-----•••••Sand • -••••••-•---••••-•--•--••--•••.............. x x -•--•------•--------•-•-------------------••--•--•--------------•-----•-•---••----•- =--•••••--•------••-••-•••.._....------••------•-••---••••••-••---•--•-•----••-••••••••......•••••....._.......... U Nature of Repairs or Alterations—Answer when applicable.....inatallation...of._a.__1,Q00_.-gal1.on..aeptia. t •e••--•••---•••••-•••--••-:...•-••••-•••••••••--••.............•-•-•....•-•••-•••-•-••-••••••••-••••-•-•-------_......................................................-........................ Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of TITLE 5 of the State Sanitary Code— The.undersigned further agrees not to place the system in operation until a Certificate of Compliance has been Issued by the bo r f I th. Signed`..�___u- :�: ............................... ..........---------------- ---- Application Approved By.................... ------'e-I '' 3�25P3 Date ' Application Disapproved for the following reasons-----------------------------•-------•-------------------------•-------------•--•--------...........-•--••......- .................................. ....................................................................................................................................... -•-•••-••---•-----••--•----•.••- Date Permit No........8 — .................... Issued......._...._3�23/83 3:............... .................................. Date THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH .................Tow.n......... Barnstable... ............................................ C9rdifirab of Tuutpliaurr THIS IS TO CERTIFY, That the Individual Sewage Disposal System constructed ( ) or Repaired by......A_.&..B... easgool.-Sp-rvir.a,_..128..Rishops..Terra ce,--lTyrann.9 .....MA.....026Q1....................................... Installer at... .....0265_._-__Auto.. arine._Electri Marine.-Electric.----------------------------- has been installed in accordance with the provisions of,TITLE 5 of The State Sanitary Code as desf ribed in the application for Disposal Works Construction Permit No..$3-.....14F10______________ dated-------------3��3I.$3__.........._..... THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONST - AS A GUARANTEE THAT THE SYSTEM W UNCTION SATISFACTORY. Inspector.... ._DATE... . ...�--•--•••••••••......--••••••...••-•••.........•...._..- • •••••••••••-•••••••••••-•-•••••....••-•..........-••-------•--------- THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH 8 _ /SG .................... pS'???............OF.. .....Larnstable $ No.••••••--•----3••_..... FEE........10 .0...... Disposal Works T-5onstrudivit jArrutit, A & B Cess ool Serce Permission Is hereby granted -- --• •• • p•----•• ................. to Construct ( ) or Repair ( an Individual Sewage Di al System 138 'west Barnstable Rd., 0stervil a NA. 026 � - Auto 14arine Electric at No... a Street / as shown on the application for Disposal Works Construction Permit No...... "....... D ed------- I2 !8 .................. X ` ---------------------•-•.................. B of Health DATE...................... FORM 1255 HOBBS & WARREN. INC., PUBLISHERS REFERENCES: Deed Book 188011014 / $ Plan Book 160/103 .. 44/115 4 to, 199/31 4a 7 4. FLOOD ZONE: 3 • *� a 9 c,T ,xt x f d '0 81t Drive 4333 197 ,- f b/ Q ( PK Nan Zone C Mi 45"W / N88 Ftd a of Pavement 05 Community Panel No. � � z. '�•:; f 1 �� Ed be of Povement x7 t •- '�;+> r Q #250001 0016 D °a July 2, 1992 *�Post & �tor Fes' / I 399.18' Locus Map ZONE. RC i✓ / 1 " 1"=ZOOO±' / gg 1 EXISTING CURB STOP N T Fnd Area (min.) 87,120 SF (R.P.O.D.) M 0 (TYPI) \ * 0 LIGH TO Stockade Fence // , Fronta a (min) 20' VEGETA770N cn SHINE OFFSITE � CAPE COD BERM (TYP.) 1 4 EXISTING / / •• ••••' � 1 r -- _. TO REMAIN - 100 '•••.........................• I ' 1 °o Width min) / / Setboc s. ` 0 REMAIN _57- -- -- _` _ Front 20 OVERLAY DISTRICT .- PROPOSED' � 1 `•- , ' � J PROPOSED � Lot Area � ,- -- � . � . PROPOSED GRANITE 5>, I DUMPSTER 6� Side 10 WP - Wellhead Protection District O 2 3 4 ON CONC 74 898±SF 1.72-+Ac Q( 1 CURBING (TYP.) AD SLAB W I _ r 1' PROPOSED FENCE (TYP.) Rear 10 •a FENCE] r ENCLOSURE RELOcArto 6t SHED 'A! 1 --OVERFLO�+Y PARKING AREA / O OWNER: J Graymar 11 Realty, % Neil Tomkinson `~ PROPOSED _ / D� PO Box 428 a=so°' J ` ` ''s7 ~" PAVED PR OSED GATE 14 I 15 1 + "` ® J ` RELOCATE - P r -- 1 PARKING & DRIVE rt .e,� 17 18 19 20 21 I 22 (� .-5s- �, �� West Barnstable, MA 02668 1 POLE J :r fan � -. •�„ ._.. ._ 1 � z � 1 PROP D 600 GA J. I I I ) " r S96' L vE ENTO FSTO E _ - ASSESSORS REF.. 1 / / Map 120, Parcels 007 12 13 ` - 00 -/ Sion TYP.N 64D) \ 1009% RESERVE \ r EXISTING a=as.�• \IW 11 VEGE\TA 17ON 1 ' �'� PROPOSED' -- -- -- ,-- /' �``'SS � w TO RE'JbI IN PROPOSED LAMP 1 PROPOSED WALK SEPTIC TANK �. 4 J m `� POST (TYP.}* # '� VEGETATION 4 w PRET RIM CATCH BASIN O � PROPOSED 1 ! J Q <15 HIGH J SET RIM LOW POINT +3 PROPOSED O .._J TO REMAIN I F \ DIRECTED DOWN / O O CRUSHED STO J HANDICAPPED +` ''"� AREA REPLANT DISTURBED 1 // # # SIGN KING • Z 24 / ` �. PROPOSED a eFA J Stop r \ AREAS Wl T H 81,10' CEDARS `- -- --- -- - PROPOSED i slon ass, &/OR WHITE I4 ES (TYP:) / - ~ D-BOX �� .� LEACHING FIELD l \ / PROPOSED / 34 Entry 25 .� °g DESIGN DATA SEPTIC NOTES + 1 pal J ` \ /WATER SERVICE / � PROPOSED Sh Con `-- �° Daily Flow= h _ LAWN 53 " -- --� Q 1.Location of Utt'1►'ties Shown on This Plan Are Appmx.At Least 72 Hours 2 � 6 <cr Existing Office-500 SF.:37.5 GPD PROPOSED SECURI TY �✓ Poor to Any excavation For This Project the Contactor Shall Make l�`• .� � Proposed Office a4879 S.F:365.9 GPD LIGHT SET ON Poteath'st Future Office=2321 SF.:174.1 GPD the Required Notification to Dig Safe(1-US-344-7233). PROPOSED ® M077ON DETECTOR ,. 7 2 Woodshop-4 People Max.(No Cafeteria):60 GPD 4 G PROPOSED '` ® JJ 2. tractor is�ea Defined by to Secare Appropriate This Plan. Permits From Town o QAS SERVICE \ , ADDITION ( Total=637.5 GPDAgencies For " ! '� 1 \ 3.The water Line Shall be Constructed in Coordination WiW G F.F. 56 "l s Septic Tanta 637.5 GPD x 206%-1275 GPD 1 i / PROP D PROPOSED 600 GAL. \ 28 / Use 1500 Gallon H:20 Septic Tank Wes' Sleeved Where Required. J 1 r COVERE DRYWELL W/ 1' OF STONE ) �., &310 CMR 15.00.The Water and Shall be in Accordance '�`ved W 248 Nrn Requ7ed. 1� I ��� > S ` 1 to WALK FOR ROOF RUNOFF (TYP_) ''" �. 4.install Rises to Witirin 6"ofFioished Grade(5 Required). PROPOSED /y H--20 REQUIRED WHERE rntry / 29 LEACHING AREA 5.All Structures Buried Four Feet or More or Subject LA � SUBJECT TO VEHICULAR �J � � � 637.5 GPD 10.74-$61.5 SF Required to Vehicdw Traffic Mud be H 20 Loading.it is the Engineers \ / LOADING ..---54 O • � J � / \ /.�• � Sidil2(12'-a 53)2'=260 SF liecommendation that oil Components Always be H•20. .3otio _(IT x 53)-636 SF 6.Septic System to be installed in Accordance With 310 CMR 15.00& ( J / ✓ y 138# / w _ SF Total:PWAded 24S CWR 1.00-7.00 Latest Revkfian and the Town of Barnstable J \ / t• .. 1 / Existing -'S3 Dowd of Health Regulations. \ / PROPOSED 2 Sty Cone 3i LEACHING CHAMBER DESIGN 7.Au Piping to b*_Scb.40 PVC. 10 \ 1 /UNDERGROUND Metal Building // All Pipes to be Schedule 40. Use )ELECTRIC SER� . 8.idet Tees Shall Extend a Minimum of 10" / \ / 6-500 Gal.Leaching Chambers in 9.An Outlet Tee with On Beffle Shaft Extend 14"Below the Flow Line. IT x 53'Washed Stone Fields as Shown. Below the Flow Line. 10.Existing Septic System to be Abandoned or Removed. PROPOSED 11.Location and Elevation of invert 8+om Existing Buildtng LAWN r- � to be Confirmed Prior to Construction. , f ••. . . . ..-. ../ tom' / . Ile AREA CALCULATIONS: �� ' �� / o/ 1! i -- -- - - - _52_ -- Lot Area = 74,898 S.F. t 74.6 ' ^ , \ \ ask Building Area = 6,232 S.F. f (8.39% i) ` \ / / \`, \ \ .° . ' �• Pavement Area = 6,430 S.F. f (8.6q f) ' \ / 1 / l / `' \\ a. .wra - law Crushed Stone Area = 14,773 S.F. f (19.77. t) / 1 to ��>. / / ` \ -- - Natural Area = 47,463 S.F. f (63.4q r o,. 1 tQs 0�, , \" • \ \ _ -51--- -. roc' t nay rees" woo PARKING CALCULATIONS: , f / �'� ,' E S TIONTING \ T ti \\ \ r- �' �°�� km ` ` VEG Existing Office = 500 S.F.: 1.7 Spaces , J ( , \ TO REMAIN Proposed Office = 4,879 S.F.: 16.3 Spaces \ \ \ \ \ \ �. ypc• 4mms" + 1 Space �Ix \ \ \ \ \ \ \ �s 'y• �° .CROSS SECTION OF CHAIIMER sC -- 'Potential Future Office = 2,321 S.F.: 7.7 Spaces DEVELOPED PROFILE OFPROPOSEDSl9MCSYSTEM xarmscmx �Wc � + 1 Space 1 \ \ \ \ k�¢ \ \\ .`- rwrrosCAU . ' Woodshop = 4 employees max.: 3.1 Spaces \ ®\r,` Total 30.8 Spaces (60, �\ \ 11/�dL, 1 \ \ ! ` ��100 A \ \\ \gyp \ 611 ''• 1 � ` �4yJ � \ \ 1 \ trramnieasaaaoertaoa.se L____ , , \ 09Ib14 \ Fad J e PAVEMENT DETAIL 1 ' rCO/o ` Not to Scale fj1� \ •8j Fed w Fnd REHARD sir m"nrarmima \ "� / Y/ U U4EUREUX N pFSSS 'q/ ���� aem=ramaa Lm _ NOTES: PREPARED FOR. PREPARED BY 77 TLE. Site Plan om to ®m®O 1.) The property line information shown was E.B. Norris & Son, Inc. Sullivan Engineering Inc. CapeSury Proposed Improvments "`-'•' ' o m ®= =m© compiled from available record information. ` T•- PO Box 659 7 Parker Road 385 Sea St. At �- 2.) The topographic information was obtained Osterville, MA 02655 Osterville MA 112655 O Hyannis MA 02660stervillefrom an on the ground survey performed On ,y (508)428-3344 (508)428-3115 fax (508) 420-3994 (508) 420-3995 fox ��$ - West Barnstable Road DRAINAGE SYSTEM or between 261JUN106 and 29/JUN/06. PS011PEftol.com copesurvOcapecod.net awaoxnas"M DEVELOPED SCHEMATIC 3.) The datum used is approximate Mean Sea Bamstable, �osterv�ne) assDroft: JOD Field: RRL CAMNottoScale Level Datum based on Barnstable GIS date. 20 0 10 20 40 80 / � Review: pS Comp.• RRL/CAM DATE: SCALE. rr r Project , 26032 Drawing # C682gl July 1.s, 2006 1 -20 l 2,. .i REFERENCES: Deed Book 188011014 , / s Plan Book 160/103 " 44/115 / 199/31 ' Sit Drive John View FLOOD ZONE. . s' I C 4333/197 Zone Ci z. , } Community Panel No. o. • F dNoA NSSbJr'"¢Jr"W a of Povement ssxs _.. #250001 0016 D Ed of Povement ti8xi ^ July 2, 1992 �Post do RaN f�� 399.18' Locus Map 1"=2,0001' o Lot Area / — — s�� --o---o—'--- --' c8AH ZO E: RC i :\` 9� ! co 74,898f SF 1.72f A c ! . l __--a st°�« ode Fence l 'i`' i 1 '� `�" Area (min.) 87,120 SF (R.P.O.D.) r _ ♦ Frontagge (min) 20' ! I 1 — / / Width .in) 100' Setbac s. �1b6 SideFron 10' OVERLAYDISTRICT: { y .- f -, ` g� // Rear 10' WP - Wellhead Protection District R•6uo' , - _�, _ , - - ; ________________ OWNER: / ttz r 56--- Graymar it Realty, % Neil Tomkinson W/F f PO Box 428 t - _ -56 � � � �� ) --- ' West Barnstable, MA 02668 Stone Drive ASSESSORS REF.: \ \ I sign ~ ``�`� Map 120, Parcels 007 R=S94• Lab ---------- Ma C, Stone Drive I , stop ( \ / -- \`''-• / ' - 1 / ��o p�� l I Sign 1 \ Ent 1 ry cF Ent Con Pod 1 �' `- -T- -f- -7_ UIo Stone�Bit Drive \a '`� ( ► I / / 2 Sty ♦� / h� \ ---- _ I / Metal Building town t "Osterville Auto Service" entry { stone Drive —57- \ , / �• � ,,,, '" o S Pod / 66.7' 00 1 N, � WAN I / Fhd1 \ 01 CBVOH IN Ad \ 0F RICHARDG�� \ / / .•c R. a 150--ol / v LHEUREUX N \ ti #34312 Notes/Revision: PREPARED FOR. PREPAREp BY- Btle. 1.) The property line information shown was E.B. Norrisn CapeSury Existing Conditions compiled from available record information. & So = Inc . Sullivan Engineering, Inc. ,r•, 385 Sea St. PO Box 659 7 Parker Road Plan of Land At 2.) The topographic information was obtained jam,/ n�+�+ Osterville, MA 02655 Osterville MA 02655 from an on the ground survey performed on Hyannis MA QG V V 1 (508)428-3344 (508)428-3t 15 fax (508) 420-3994 (508) 420-3995 fox 13s Osterville - West Barnstable Road or between 261JUN106 and 29/JUN/06. PSu11PE000l.com copesurvfcapecod.net 3.) The datum used is approximate Mean Sea Bamstable, tert/l�Ie, ��S o) Level Datum based on Barnstable GiS data. 20 0 10 20 40 80 Draft: Field. RRL/CAM (D Comp.: ran � Review: Comp.: RRL/CAM Date: June 26= 2005 Scale: 1 rr 20r Drawing # C682gl I _ i i x ., .34 i b�•d . � S FLOOD ZONE.NIF : : . g �� x � • . l ( Bit Drive John Wera c Q /4333 197 Zone C >«, 1 PK Nall }~p� v Community Panel No. c� -Fnd N88 05 45 W #250001 0016 D R ' ` Ed a of Pavement 56x9 _ Edo! of Pavement x7 , � k �•a�sae' , O Icon F .,...- " .••' � July 2, 1992 ,�., , .. . . � • ,.� :;.: / I / t 399.18 p � � Locus Ma z �E�O I z ZONE' RC 1aa_2,000f' \ J PI TC TO EXISTING NO LIGHT_ _ I ,� o_. COAW Q VEGETA 77ON J �, f '$� l o stockade 1 ence / Fnd Frontsa (min) 20' Area (min.) 87,120 SF (R.P.O.D.) m i T / TO REMAIN I °p Q o CONC. CUIkB STOP (TYP.)1 ( * . - J PRO DE BERM A T CAPE COD BtRM TYP• v HINE OFFS!7E / , Width min) 100' , '�•.., •• ! j -- .,,,�NTRANGE ( ) EXISTING / y �� r 4 JPITCH` -'" �-. � VEGETATION / / Setbacks: a I J PROPOSED ! TO REMAIN �.• . . , i / � Front 20 OVERLAY DISTRICT OUMPSTER Lot Area r .- ���,� Side 10 WP - Wellhead Protection District fo SABOW ! 74,898fSF 1.72fAc .Rear 10' PROPOSED I FENCE I / GRANITE _ 1 I ENCLOSURE RELOCATfO ' QJ 1 CURBING ` l , -- SHED O ASSESSOR REF.. PROVIDE "" �- N ( -- PROPOSED FENCE (TYP.) C ACCESSIBLE '� 5 , �O Map 120, Parcels 007 . �16 RA5;- A REQUfRED `' '` PROPOSED U ,NG / pc '"ST -" t PAVED -•r--PRO OSED FENCE ® EXTEND `' _ '" PARKING & DRIVE GATE 112s' ant BIT WALK I r- / 4 1 RELOCATE MAIL BOX I J -56'' S3 1 / Q EXISTING SIGN - TO BE REMOVED Q lJ if ` \ O _ ' f c'� - ANY PROPOSED SIGN SHALL MEET _ o / C� O 0 I EXISTING ` �� �„O.B SIGN REGULATIONS PROPOSED H T,,pa 11 12 13 � ''' LEACHINGSFIELD ED VEGETATION o HANDICAPPED' 1041 RE ERV TO REMAIN &ISTING PARKING 8' 8' 9' TH R-s9.4' V \ I 1 SIGN TYP. 1 �=' �� c� �. \ �� .., VEGETA�1TION ( ) PR POSED W �?OPOSED` - .- -- - /• SS S � 4 ® w TO REMAIN I ALK � 9 � PROPOSED LAMP TIC TANK � 0. POST (TIP. l J o \ <15' HIGH J PROPOSED PR RIMDCA LOW POIAiv N # 0 o -� D-B X N cRusIIED sTo � � c DESIGN DATA b JJ ,� x \ DIRECTED DOWN + // O i 5 16 . 17 18 ..--- -� AREA / d Existing Daily Flow00 S.F.:37.5 GPD 3 r REPLANT DISTURBED i / # # - Z ,.--' ,� SEPTIC NOTES Existing Office 5 Q 1 s9 '\��� AREAS&/R WHITE P ES (TYP.) �\ TH-4 ��oo\,�°j 4Bal-637. GPD / / e g1 1.Looati Any Excavation For oThis PPmjectdie Corrector Shall Make out Proposed Flow= J / PROPOSED 34 / the R Notification m Dig ssfe(1-888-3447233� T 637PD . ' ` \ / / PROPOSED Entry con Required Existing Office=500 S.F..37.5 GPD \- •�.. -,.. LA � Pad -.. -- `.. Proposed Office=4879 S.F.:365.9 GPD Agencies For/WATER SERVICE ,i En �_ � 2.The Contractor is R to Secure Permits From Town ction Defined by This W PROPOSED SECURITY 3 Proposed WaterLin S Conshucted in Cootdhwrxm With woodved r 4 People Max. 21 Cafeteria} 60 GPD Reserved for Future Use=2321 S.F.:174.1 GPD o j W PROPOSED / LIGHT SET ON s" "" COMM water,and shall be in Accordance Wi1h248 CMR 1.00-7.00 1 (PROPOSED i ' 1 PROPOSED + /G 1 112 STY M ON DETECTO * J Repited. p 310 CMR 15.00.The Water Line Shall be Sleeved Where Total=637.5 GPD �' r� Septic Tank:637.5 GPD x 200%=1275 GPD BIT BERM oo (SAS SERVICE \ ADDITION I ( I 4.Install Risers with Cast Iron Frames and Covers to Finished Grade(5 Required). Use 1500 Gallon H-20 Septic Tank w I ) "' ti F.F. 56.5 i 5.All Structures Buried Four Fat or More or Subject (108 L.F.-+ G to Vehicular Taft be H-20 Loading.It is the Engineer ! 1 // Recommendation that all Components Always be 1120. LEACHING AREA #138 J (v�,�\�O 6.Septic System to be Installed in Accordance Midi 310 CMR 1S.00& 637.5 GPD/0.74=861.5 SF Required PROPOSED /� Existing Entry Q��� Q 248 CMR 1.00-7.00 Latest Revision and the Town of Barnstable _ LAWN 2 Sty / + Sidewall=2(12+53 260 SF o \ J I _ 5 q- `�� QQ Board of Hea1W Regulations• Bottom Area=(I T x53=636 SF ' BIT WALK / \ Metal Building / p (,��p 7 ��P�g to be •40PVC 896 SF Total Provided i S.Inlet Tees Shall Extend a Minimum of 10" . . To REMAIN 1 / LEACHING CI AMBER DESIGN SLOPE MAXI) / 4 / ....• -'@��l��OP. BelowtbeFlowLine. QJ / S QV,`O O 9.An Outlet Tee with Gas Beflle Shall Extend 14"Below the Flow Line. ` -57- \\ / / PROPOSED w �'' r P da /'- ~ �'t�Q �� 10.Bxisting Septic System to be Abandaaaod or Removed All Pipes to be Schedule 40. Use ♦ / /UNDERGROUND o � O 11.Location and Elevation of Invert firomn Existing Building 6-500 Gal Leaching Chambers m 1 \\ IELECTRI C SER \ �. y,, .r � j/ Q to be Confirmed Prior to Conshuction. IT x 53'Washed Stone Fields as Shown PROPOSE LAWN 66.7' FMb 00AamAR AREA CALCULATIONS: , / / I / / ( T.m>u LBA1H ,Vr Lot Area = 74,898 S.F. f \ / / I ( 74st, 2�RQPOSED 600 GAL\ \ \\ rrw cHA�m Building Area = 6,232 S.F. f• (8.3% f) � cn �\ / 1 J / / . , '� nzo },�.._. DRYWELLS"W 4 OF STONE, \ wx....,+R....>�+- .:W Pavem en t Area = 6,395 S.F. f (8.57 f•) cn \ / / 1 / � r�- Eaddt�g,-PY,e:B�e. Crushed Stone Area = 13,582 S.F. f (18.17 f) / w �y / J 1 W/ BUBBLER F-oR•.RUNOFF \ - _ ` \\ aPa m ,_ Natural Area = 48,689 S.F. f (.65.07. f) Fa // \�6y / ; \ � \ � . CROSS oUK 9Q o / 6+ �, \ 51-- / ,e°� DEVELOPED PROFILE OF PROPOSED SEPTIC SYSTEM Nar To SCALE PARKING CALCULATIONS: �� �• � / •f'o lI ` AGRAnNG \ � t1�d` NUT?OSCArETION \ \ �,�A3 Existing Office = 500 S.F.: 1.7 Spaces f t I , TO RNAIN Proposed Office = 3,710 S.F.: 12.4 Spaces + 1 Space Woodshop = 4 employees max.: 3.1 Spaces /�' \ \ \ \� \ so Tots! Required: 18.2 Spaces 1 � \ \ � &J \ � .----. PERC TEST: 11,490 �• Total Provided: 19 Spaces \ \ ! / \ \ \ \ .,, PERFORMEDBY PETERSULLIVAN,PE WITNESSED BY DONALD DESMARAIS,R.S. OCTOBER 20,7A06 \ �sR TEST HOLE-I EL.55.1 TEST HOLE-2 EL.55.7 TEST HOLE-3 EL ss.6 TEST HOLE-4 EL 54s L J 4h. hj 46/ \ "' 1 O \ , FILL FILL FILL FILL DISTURBED ARA DISTURBED ARA DISTURBED ARA DISTURBED ARA 6� ` 6" GRAVEL HARDPACKED PARKIN 54.6 6" GRAVEL HARDPACKED PARK114 55.2 6" GRAVEL HARDPACKED PARKIN 55.1 6" GRAVEL HARDPACKED PARKIN 54.3 I UrH17UlOfxxBSMA07C0 M ' tJ co, Bi LAYER 10YRN III LAYER 10YR" Bi LAYER 10YR6J8 BI LAYER 10YR6/8 �imenuwe»ossaoeaoo>m:s ! l , \ CB/DH sec \ BROWNISITYELLOW BROWNMHYELLOW BROWNMHYELLOW BROWNISITYELLOW + 0 , 18" MEDNP@IE SAND&GRAVEL 3.6 it MEDWIRE SAND S4.2 is, bEMOFI`1E SAND 54.1 is" MEDME SAND&GRAVEL 53.3 Ir GRAMRAMMUM -- 2,i pa W LAYER 10YR 7/4 `112 LAYER 10YR7/4 B2 LAYER 10YR7/4 B2 LAYER 10YR 714 \ \ J \ VERYPALEBROWN VERYPALEEItOWN VERY PALE MtOWN VERY PALE BROWN ��,SUMA� / ��, ` 241 MED/FINE SAND&GRAVEL 53.1 24" AIMMI DE SAND S3.7 24" MIMM]IE SAND 53.6 2t" 11MD/FIIQE SAND&GRAVELCM& 52.8 ,p Q). C LAYER 10YR 7/,t C LAYER 10YR7/2 C LAYER 10YR7/2 C LAYER 10YR7a PAVEMENT DETAIL, 1 \ LIGHT GRAY LIGHT GRAY LIM GRAY LIGHT(MY / \ I O , MM.SAND&GRAVEL-SOME PEBBLES MED.SAND&GRAVFL_SOME PEBBLES 12V MED•SAND&GRAVEL-SOME PEBBLES 45.6 120" MID.SAND&GRAVEL-SOME PEBBLES 44.8 CQ� cB/OH 54" PERCTEST 50.6 48" PD]NCTESf 51.7 NOGROUNDWATERENCOUN7WIM NOGROUNDWATERENCDUNTERED Not to Sede ` Fnd , 25 GALLONS IN 6MIN. 25 GALLONS IN 7 Mind. 120" LESS THAN 2MK INCH 45.1 In" LESS THAN 2 MIN.INCH 45.7 NOGROUNDWATERENCOUNTEM NOGROUNDWATMENCOUNTMW LBBARONhIDDSLLF24" /11=0CARATEMP)2 FRAME&ORATBnYPJ \ 'L l \ / v PETERExtend Bit Walk & Bit Berm to Proposed Driveway DATE: 12103/06 CW Modify Entrance, Shift Proposed Addition 5'Alp NO11;;A[]Cl1ASPON@lTS TOE \ / Toward Street, Shift Septic Primary 12" North DATE: 12101/06 t B N 20[DAD CAPAMY \ •'� . �- TA�R�IM \ / ''�• ) / / Reduce Crushed Stone Area Per Zoning Approval RomcnoN� MDRrARslmm) ASRBQUDtBD(lYP) sty Ira-D _t, Add Perc Test Data & Existing Flows to Design Data DATE: 10/25/06 - ` F') 12;a„�B ` \ REVISION: Incorporate Site Plan Review Comments DATE: 07131106 D® ® ® ®© NOTES: I • : PREPARED FOR: PREPARED BY.• TIRE: r am ® ® ® ®o Site Plan D® 0DRY�2®O 1.) The property line information shown was •.nc�-•.a E.B. Norris & Son, Inc. Sullivan Engineering, Inc. CapeSury Proposed Improvments ItBAM D® ® ® � ®0 compiled from available record information. T" PO Box 659 7 Parker Road c"�) ' " ) D m tta C3 m C13 O 385 Sea St. Osterville, MA 02655 Osterville MA 02655 At O D® ® C3 ® ®p 2.) The topographic information was obtained I'I ann%S MA 0266 - - - from an on the ground survey,performed on ,Y (508)428-3344 (508)428-3115 fox (506) 420-3994 (508) 420-3995 fax 138 Osterville - West Barnstable Road or between 26/JUN106 and 29/JUN/06. PSullPE@aol.com capesurvOcapecod.net DRAINAGE SYSTEM 3�roI HW$T eLB ASNBD f Ostervill eW CRUS1teD STOHE(nF.) � � Mass DEVELOPED SCHEMATIC 3. The datum used s ap roximate Mean •Sea Bamstable, p Not to Scale Level Datum based on Barnstable CIS data. 20 0 10 20 40 80 Draft: JOD Field: RRL/CAM Review. PS Comp.: RRL/CAM DATE: SCALE:Project ,#• 26032 Drawing # C682 1 July 18, 2006 1n,=20 , 9 o. . REFERENCES: k 4.n e ` ' = • •• • r I Deed Book 18801/014 / Z Plan Book 1601103 > " sk 44/115 / » 199/31 ai S / I N/F Z�N FLOOD ZONE 6c / I Bit Drive John Vera 43331197 v C•.$ � Zane li ,: ``,A 'u ♦ .•x �'�, '� . s y•x dn►aie N88 05'45"W � Q Community Pane! No. .,#• * m� M a of Pavement 58x9 / Ede of Pavement 56x7 #250001 0016 D ` / O eeti� y fence • o July 2, 1992 � � I 39s.is Locus Map r / o �Z ZONE: R C 1"=2.000±' N/ -H Wi zi 6y*6 per.. -p-- /� CB/DH �� \ �' cam' " �W / W ~ --s?- ' O Stockade Fence / Fnd Area (min.) 87,120 SF (R.P.O.D.) EXISTING 00 m CONC. CUf B *NO LIGHT T �O / ' ►� Qo STOP (TYP.)l Frontage (min) 20 VEGETATION cn HINE OFFSITE Width min 100' / To REMAIN CAPE COD BERM TYP. v / (min) �.. - ( ) EXISTING VEGETATION / // SeFronts20' OVERLAY DISTRICT: PROPOSED Lot Area TO REMAIN -- -57-- "" - _ / Side 10' 1 PROPOSED GRANITE s>� I ( DUMPSTER .d '" `� ��r� WP - Wellhead Protection District i 1O 2 3 4 5 6 � ON CONC. , 74,898±SF 1.72fAc u� Rear 10' 1 Q ( CURBING (TYP.) ,. I. C� O O I O O /(D SLAB CrO CO / 1 ( 1T ` FENE -~ . i_ c7 / i o - 1 yy ENCLOSURE ,, RELOCA TtD 5��2 W J / / SHED •r ti.�' i PROVIDE BERM AT S '` ~ f N m 40�5 // p OWNER: ENTRANCE ( --� PROPOSED FENCE TYP. Q '�( } / o Grayrnar iI Realty, c% Neil Tomkinson PROPOSED (( 1\.1G / Ocry PO Box 428 R=sac,' ct / -' PAVED � RELOCATE %5'"� -. .^... -- •-�--PRO OSED FENCE 56-- •-� PD�EL�' � �� West Barnstable, MA 02668 ® PI TCH POLE ' r PARKING & DRIVE GA TE 11z.s' May I Box J, 1 i RELOCATE MAIL Box � ASSESSORS REF.. f EXISTING SIGN - TO BE REMOVED /' \ f' - Map 120, Parcels 007 / ANY PROPOSED SIGN SHALL MEET 12 i 3 O O O O O O ► EXISTING 8 9 1 D 11 �- VEGETA Ti ON o T.,O.$ SIGN REGULATIONS b �. \ �"" J Sig" TYP. r HP Hf' \ 100% RESERVE6XISTING J "� TO REMAIN VEG&ATiON �� ' PROPOSED' `^° + a w TO RE'1 IN PROPOSED LAMP ( PROPOSED WALK SEPTIC TANK ( ° PROVIDE \ POST (TYP.)* # ( PROPOOSED CA TCH BASIN 6 PROPOSED iyyF R' 1 H.C. ACCESSIBLE <15' HiGH ( SET RIM 0 LOW POINT +3 PROPOSE 5yx O r" CRUSHED STONE Q, a a RAMP AS REQUIRED\ DIRECTED DOWN ( // HANDICAPARKING O O 1 �' AREA / Al r REPLANT DISTVRBED r / # SiGN Z ( Stop ( AREAS WITH 8'-1 ' CEDARS `- - -- - P OPOS D PROPOSED sign I �s�\ &/OR WHITE PINES (TYP.) j _80 LEACHING FIELD P^6o l / PROPOSED / gg Entry of SEPTIC NOTES 34 PROPOSED Con / og °' DESIGN DATA /WATER SERVICE LA N Entr pad Daily Flow= 1 1.Location of Utilities Shown on This Plan Are Approx.At Least 72 Hours yy / - w Existing Office=500 S.F.:37.5 GPD Prior to Any Excavation For This Project the Contractor Shall Make W PROPOSED SECURi TY i Proposed Office=4879 S.F.:365.9 GPD \ W I 5"�6 ' p=4 People Max.(No Cafeteria):60 GPD the Required Notification to Dig Safe(1-888-344-7233). m; PROPOSED LIGHT SET ON Woodsho --� 1 PROPOSED 1 i PROPOSED /G 1112 STY M ON DETECTOR* ,, ( Reserved for Future Use=2321 S.F.:174.1 GPD 2.The Contractor is Required to Secure Appropriate Permits From Town Agencies For Construction Defined b This Plan. h 1 BIT BERM w (AS SERVICE ADOI TION I ( f Total 637.5 GPD g y w ( 65 L.F.f G t" i / Septic Tank:637.5 GPD x 200%=1275 GPD 3.The Proposed Water Line Shall be Constructed in Coordination With ( 1 / F.F. 56 1 p COMM Water,and Shall be in Accordance With 248 CMR 1.00-7.00 PROP S D / Use 1500 Gallon H-20 Septic Tank COV E 5k*6 &310 CMR 15.00.The Water Line Shall be Sleeved Where Required. #138 4.Install Risers with Cast Iron Frames and Covers to Finished Grade(5 Required). PROPOSED /� Existing Entry ( LEACHING AREA 5.All Structures Buried Four Feet or More or Subject LA WN ( 2 Sty ,I 637.5 GPD/0.74 861.5 SF Required to Vehicular Traffic Must be H-20 Loading.It is the Engineers BI T WALK / \ / Metal Building / f-5 4_ Sidewall=2(12'+53)T=260 SF Recommendation that all Components Always be H-20. Bottom Area=(17 x 53)=636 SF 6.Septic,System to be Installed in Accordance With 310 CMR 15.00& TO REMAIN / 5 / 85,6 SF Total Provided 248 CMR 1.00-7.00 Latest Revision and the Town of Barnstable SLOPE MAYI) / _53-' Board of Health Regulations. -57` \\ // / PROPOSED ``' / f _s " m Conc /" `- -" `- r LEACHING CHAMBER DESIGN' 7.AL Piping to be Sch.40 PVC. • UNDERGROUND C Pad / 8.Inlet Tees Shall Extend a Minimum of 10" ` \ / i o / All Pipes to be Schedule 40. Use Below the Flow Line. /ELECTRIC SER WG t \ ,i 50 gj+9 6-500 Gal.Leaching Chambers in 9.An Outlet Tee with Gas Beffle Shall Extend 14"Below the Flow Line. i \ IT x 53'Washed Stone Fields as Shown. 10.Existing Septic System to be Abandoned or Removed, \\ / / / �.PROPOSE ( �s� \ 11.Location and Elevation of Invert from Existing Building 0 ° � \ / / ( / LA WN r to be Confirmed Prior to Construction. :7� m,99 i L CATIONS: ti ' �� / �` - _52_ - p AREA CA CU / , 74.8' \ �o Lot Area = 74,898 S.F. t f \ / l // Ir 2-PR.QPOSED 600 GALS \ ���� Building Area 6,232 S.F. t (8.3% ) \ Pavement Area = 6,395 S.F. t 8.590 a' \ / ( f) / / j DRYWELLS'bVj<4' OF STONE ` t 582 S.F. t 18.1% f / w �� i W/ BUBBLER F-bR�RUNOFF - - -- 1-1 w Crushed Stone Area = 13, ( ) I / .� \ Natural Area = 48,689 S.F. ± (65.0% t) �, ti / d'6y j \ 9 o•� ) -�� t7„p // , v.,, \ \\I TeHL iS C• Septic Tok r r Ppsaao oSYab :mwV r g-zo H20 Ua Flow f o STING A. H-"PARKIN CALCULATIONS: VEG�ETATION \ .� \ Existin Office = 500 S.F.: 1.7 .S aces l ! TO REMAIN ��°^� t TkoYadtb8,v® ` 17 g P 1e aFaT)ues RB•ooYYYad Ra•+•RRgim Proposed Office = 3,710 S.F.: 12.4 Spaces \ \ \ \ \ \\ \ hD�' \01 ,ate �Notes8A,) �' "'.�'`"�'sd + 1 Space \ \ \ \ '� CROSS SECTION OF CHAMBER 9� \ \ S , DEVELOPED PROFILE OF PROPOSED SEPTIC SYSTEM SLua NOT TO SCALE Woodshop = 4 employees max.: 3.1 Spaces / \ \ \ -� Total Required: 18.2 Spaces ly \ \ \ \ ay*% \ \ NOT ToscAcs Total Provided: 19 Spaces �11, 9to urn to m mmmeto mae ' CB/DH l \ FndtrouvaLBASECOURM PAVEMENT DETAIL 1 70 Not to Scale /y1 f \ ` Bj Fhd H \ e' OF LRBARON MODEL LPNB-2 LB BARON MODBLLF?A&2 FRAME&GRATE(TYP.) SULUM FRAME&aRATE(1YP.) _ /j/ NOT&AL CCOMPOKIIM7UB8 11.20LOADCAPACITY -5 6-MAX +B PRBCASfCONT FOR _ \ / - R MORTAR SHIM ASRBQUdtBDrlYPJ R' ,/ ,..•••' (TYP.) CrYPJ t9 -i I2'D ABRIC ITYPJ \ N(T'�'�•F- -'� �` r-. ._.•~ \ REVISION: incoorporate Site Plan Review Comments DATE: 07131106 12'01DN'E P@E �'�' .r Ib O® ® ® ®� NOTES: .�� PREPARED FOR: PREPARED BY. TITLE: { . a CO ® ®o Site Plan 95i 600aALLONDRYwELL � 1.) The property line information shown was E.B. Norris tSc Son Inc. CapeSurvSullivan Engineering Inc. Proposed Im rovmentS TCH BAsw � a® ® ® ® ®� '�a rt* • compiled from available record information. �+ 7 Parker Road r67", a® ® ® ® M a ` " a385 Sea St. PO Box 659 t o 5 2.) The topographic information was obtained Osterville, MA 02655 Osterville MA 02655 � � " a® ® ® ® ®° . S` Hyannis MA 02661 138 Osterville West Barnstable Road �� <�����' from an on `the ground survey performed On J (508)428-3344 (508)428-3115 fax (508) 420-3994 (508) 420-3995 fax .. T'• or between 261JUN106 and 29/JUN/06. PSOPEOool.com copesurv@capecod.net DRAINAGE SYSTEM '""�°" • `�`"" ° cRusxsDsroNE(TrP.> DEVELOPED SCHEMATIC 3.) The datum used is approximate Mean Sea Bamstable, (Osterville) MDraft: ass wJ00 Freld: RRL CAMNot to ScaleLevel Datum based on Barnstable GIS data. 20 0 10 20 40 80 W Review: PS Comp.: RRL/CAM DATE:9 SCALE: Z Project , 26032 Drawing # C682 1 July 18, 2006 1 n=20r