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0126 FREEZER ROAD - Health
Marina and F 6ezer Road Barnstable Marine Services Inc. . , 6 t ' t Number Fee 866 THE COMMONWEALTH OF MASSACHUSETTS $loo.00 'f Town of Barnstable Board of Health This is to Certify that Barnstable Marine Service, Inc. 92 Freezer Road,,Barnstable,MA 02630 Is Hereby Granted a License ry FOR: STORING OR HANDLING 111 GALLONS OR MORE OF HAZARDOUS MATERIALS. - --- ----- ---- ------ ------- - .------ ------ - --------- ---- -------- ------ ---- ------ - ----- - --- --------- - -------- -------- ------ .-------- ---------- - ---- ------- --------- ------- ------- ------- -- ---- -------- --------- ---- --- N This license is granted in conformity with the Statutes and ordinances relating there to and - l and expires 6/30/2013 unless sooner suspended or revoked. --------------------------------------- WAYNE MILLER,M.D.,CHAIRMAN PAUL J.CANNIFF, D.M.D. 6/30/2012 JUNICHi SAWAYANAGI ' THOMAS A.MCKEAN, R.S.,CHO Director of Public Health \� Town of Barnstable �FIHE ro Regulatory Services Thomas F. Geiler, Director B" `ASS. ` ]Public Health Division „ y :MASS. �a , �p i63q, �m �TFo �a Thomas McKean, Director- MA'Mail Street -_ , Hyannis; 02601 200 Office: 508-862-4644 Fax: 508-790-6304 -8 .. Application pp nation Fee: $100.00 ASSESSORS MAP AND PARCEL NO. DATE t0 w w/Z APPLICATION FOR PERMIT TO STORE AND/OR UTILIZE MORE THAN 111 GALLONS OF HAZARDOUS MATERIALS FULL NAME OF APPLICANT Q,/A/ I C NAME OF ESTABLISHMENT.. ADDRESS OVESTABLISHMENT 9Z`' ko TELEPHONE NUMBE �D$•3+�p2-�A ll •".: " ' �., _ - . . ._ . SOLE OWNER: YES -NO IF APPLICANT IS A PARTNERSHIP,FULL NAME AND HOME ADDRESS OF ALL n PARTNERS: ' IF APPLICANT IS A CORPORATION: FEDERAL IDENTIFICATION NO. Z/833�70 " STATE OF INCORPORATION NSA FULL NAME HOME ADDRESS OF PRESIDENT IQ/ /��/ . MAINl9-F- 2 PT. 41m �r a TREASURER CLERK SIGNATURE OF APPLICANT RESTRICTIONS: HOME ADDRESS _ ... � -' f HOME TELEPHONE# Haz.doc.wp.'y Barnstable Marine Service,Inc. Barnstable Harbor P.O.Box 366 Barnstable,MA 02630 HAZARDOUS MATERIALS SPILL CONTINGENCY PLAN CONTACT INFORMATION: EMERGENCY 911 BARNSTABLE FIRE DEPT. 508-362-3312 BARNSTABLE POLICE DEPT. 508-775-0387 , CYN ENVIRONMENTAL SVCS. 800-899-1038 ENVIRO-SAFE 508-888-5478 NATL RESPONSE CENTER 800-424-8802 BARNSTABLE MARINE CHRIS VANDUZER 508-420-5663 KATE PLETTNER 508-362-9741 ; •MATERIALS STORAGE AREAS: SEE ATTACHED PLOT PLAN SPILL RESPONSE PROCEDURES: 1.Evacuate as needed and contact appropriate agency. 2.Close/disable valves,electrical service,equipment,etc as necessary. - 3.Containment A Protect harbor and ground waters by deploying absorbant materials,booms,and barriers at , storm drains. B.Contain spill at source by deploying absorbant materials. C.Collect saturated absorbant materials,package for proper disposal. D.Record/document collection and disposal. SPILL RESPONSE PREPAREDNESS: s 1.Equipment , A Fuel dock:kit containing floating booms,absorbant pads,bilge socks. B.Mechanics shop:absorbant pads,absorbant granules. C Stockroom:absorbant pads and booms. D.All buildings:fire extinguishers .2.Maintenance: A In-house quarterly review and inspection of spill containment materials and procedures. y B.Annual inspection and servicing of all fire extinguishers. 3.Compliance: A Annual inspection,Barnstable Fire Dept. B.Annual inspection,Barnstable Health Dept. Apwjml i So_-ac& us MWOMAUS SPILL, - S10i6A�Ca�C l,.�CA�tQ�.i.S -- _ems HAMM. FLOOD S7D EBB - � Kuril M—ME . e ' ID in to tp EY cn 1` Town of Barnstable Regulatory Services r Thomas F. Geiler,Director *Yi a "r s Public Health Diviision ✓ (60- _ Thomas McKean,.Director ` 200 Main Street, Hyannis,MA 02601 Office: 508-862-4644 Fax:.508-790-6304 . Application Fee: $100.00 A ASSESSORS MAP AND PARCEL NO. a24 ' DATE `? APPLICATION FOR PERMIT TO STORE AND/OR UTILIZE MORE THAN 111 GALLONS OF HAZARDOUS MATERIALS FULL NAME OF APPLICANT t n c - NAME OF ESTABLISHMENT ADDRESS OF ESTABLISHMENT Z f tf' ACCIZ'- R6AA P. + .Ox � IjG/7►Sf i TELEPHONE NUMBER -SOLE OWNER:_ZYES NO , - IF APPLICANT IS A PARTNERSHIP,FULL NAME AND HOME ADDRESS OF ALL PARTNERS: E 7*0 ,_ t^r M IF APPLICANT IS A CORPORATION: FEDERAL IDENTIFICATION.NO. d�24 8 33 STATE OF INCORPORATION FULL NAME AND HOME ADDRESS OF: PRESIDENT Chtrt�taphe�- I�AV1�U '� 21 C P-r t,44AbdS (Z (V44 TREASURERle �{ Ptedfv - vo wiiu��l sf av B ,►sa� CLERK . SIGNATURE OF APPLICANT t j y R�S�]RICT OrtS 6. �l� �t`� HOME ADDRESS �/, �yf►�{ -HOME TELEPHONE•#---rOl3 3(,2.38lt Haz.doclwp/q Number Fee 866 THE COMMONWEALTH OF MASSACHUSETTS $loo.00 Town of Barnstable Board of Health This is to Certify that Barnstable Marine Service, Inc. 92 Freezer Road, MA 02630 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. May 30, 2006 PAUL J. CANNIFF,D.M.D. -- ••--THOMAS A.MCKEAN,R.S.,CHO U Director of Public Health ., a... ...t}�' - ...e BARNSTABLE MARINE MANAGEMENT INC. TOWN OF BARNSTABLE 5/25/2006 5272 Date Type Reference Original Amt. Balance Due Discount Payment 05/04/2006 Bill HAZ MAT PERMIT 100.00 100.00 100.00 Check Amount 100.00 r . .Checking CCCoop HAZ MAT pemut 100.00.. I �P�oFTHE T TOWN OF BARNSTABLE OFFICE OF i NARNSTAnBOARD OF HEALTH & rasa. 9� 039. 367 MAIN STREET qPY P" i HYANNIS, MASS. 02601 November 19, 1990 Kate Van Duzer Barnstable Marine Service Barnstable, MA 02630 Dear Ms. Van Duzer: You are granted permission to install two (2) 4000 gallon underground diesel and gasoline fuel tanks at the Barnstable Marine Service. Head- quarters located off Millway Road, Barnstable, listed as Parcel, 21 on Assessors Map 300. Permission is granted because you demonstrated compliance with .the Board of Health Fuel Tank Regulation insofar as practicable. Instead of your original proposal of installing a single 8000 gallon tank. partially submerged by approximately '2'6" into the groundwater ,ta} le, you've agreed to install two (2) 4000 gallon tanks approximately 2" above the groundwater table. Please complete the enclosed Registration cards for these tanks. Sincerely yours, Thomas McKean Director of Public Health TM/lls November 5,1990 Tom: The Barnstable Marine Service Inc.at Barnstable Harbor are replacing two underground adjacent fuel tanks, one gasolmne and one diesel,with onespub-le compartment 8000 gal steel tank.They would like to locate this Yank in the same location as the removed tanks . Down Cape Engineering take a boring near the site of tank location and found water at 7' .The Tank diameter is 81 .Since they are surrounddAg by water they do not have the 500' from surface water to place the tank. The new txxk double walled steel tank willbe mounted on a cement pad and strapped to the pad.A cement pad will be poured on topof the tank. The taxkx new tank will be well monitored,forcorrosion and leakage �� i o, COMMONWEALTH OF MASSACHUSETTS DEPARTMENT OF ENVIRONMENTAL QUALITY ENGINEERING DIVISION OF HAZARDOUS WASTE One Winter Street ` Boston, Massachusetts 02108 Please print or type.(Form designed for use on elite 0 2-pitch)typewriter.) UNIFORM'HAZARDOUS 1.Generator US EPA IDNo. Manifest 2.Page 1 Information in the shaded areas o ument WASTE MANIFEST Q - of is not required by Federal law. 3.Ge rator' Name and Mailing Address La a a'rtif`, Document u nbe �.3pp6,, 4.Generator'sPhone 1 Jrl�.B) 3�0 oZ^3C/, I 5 .Transporter 1 Company Name _ 8. US EPA ID Number C�'$iefte n f4 i ru 117 01 7.-Transporter 2 .Company Name 8. US EPA ID Number . ME Z tat'IT'' ra J 9.-Designated Fa ility Name and Site Address 10. a US EPA ID Number (" ` � - _ � �30 �iel:.�y�i _ G�S�t9kF�c11 yes"+lD Not�kR�egwred� o '17 H�ealttys�, ne t 12.Containers 13. 14. 03 t; j 11.US DOT Description(including Proper Shipping Name,Hazard Class,and ID Number) Total Unit to No No. Type Quantity - wtNol - G, Iso% i x ruTAMX . D G b t,_ M E Z . 5` fTf 1N.E n R c::.- n C. A -1 011 - o T. R _ t A. I*1 a f",L` "s t ,..,4. .ry 4h°.4•„ ""3. x .. y,.+, sr -t.. °t1 kFli�ft`' v...� .� _ ,a±-,",ur #Y "'s• i" hi` "°'' `7 +shy ,... <<, • '�.:z s iptiq�ns fo,[AAate�a18��L d A`�9v �nc7u8 Ph tcas�etavand' z ral ; ,i9)t � �K°��viandNng Cotle�r Y��ates Listrtd�Aflove ' �:_ Mt- D 15.Special Handling.Instructions and Additional Information 5. 16.GENERATOR's CERTIFICATION:I hereby declare that the contents of this consignment are fully and accurately described above by _n proper shipping name end ere classified,packed,marked,and labeled,and are in all respects in proper condition for transport by highway 3 according to applicable international and national government regulations. - - If I am a large quantity generator,I certify that I have a program in place to reduce the volume and toxicity of waste generated to the degree I have determined to be econornicaily practicable and that I have selected the practicable method of treatment,storage,or disposal currently available to me which minimizes.the present and future threat to human health end the environ ment;OR,if I am a small quantity generator,I have made a good faith effort to minimize my waste generation and select the best waste management method that is available to ine and that I _ can afford. Date v Printed?ypedName Signature Month Day.. Year Ile CI-1 17:Transporter 1 Acknowledgement of Receipt of Materials 11�- m--y Date A Printe .aedNeme Signature r i Month Day: Year s f P R ;18.Transporter 2 cknowledgement of Receipt of Materials J` Date e Printed?ypedName Signature Month Day.:, Year R 19.Discrepancy Indication Space F A L 20.Facility Owner or Operator:Certification of receipt of hazardous materials covered by this manifest except as noted in Item 19. ( Date. - y Peinted/TypedName Signature Month Day Year Form Approved OMB No.2050-0039,Expires 9-30-91 - - EPA Form 8700-22(Rev.9-88)Previous editions are obsolete. - COPY>8: GENERATOR RETAINS ter, COMMONWEALTH OF MASSACHUSETTS DEPARTMENT OF ENVIRONMENTAL QUALITY ENGINEERING I 1 DIVISION OF SOLID AND HAZARDOUS WASTE g One Winter Street Boston, Massachusetts 02108 - ise print or type.(Form designed for use on elite(12-pitch)typewriter.► UNIFORM HAZARDOUS 1.Generator US EPA ID No. Manifest - 2.Page 1 shaded areas Document No of Is not required by Federal law. WASTE MANIFEST � < < AM /� A State Manifest Docurf)ent Number 3.Generator's Name and Mailing Address ,riS "� B�State GAn10 � �` 4.Generator's Phone 1 JrD �C.StateTransiD.' xs p 5.Transporter 1 Company Name 6. US EPA ID Number j MADO 8230 3777 CYN OIL CORPORATION I g, US EPA ID Number �D�Transporier s-Pho e 1�61�� �'0265`� 7.Transporter 2 Company Name tate rans ` 03 _. - 10. US EPA ID Number I I� Lam* I I xltI 9.Designated Facility Name and Site Address aFtTransporters Phone( � t� n CYN OIL CORPORATIONGstate FlutyRequite 1771 WASHINGTON STREET ` STOUGHTON; MA 02072 MAD 0 8 2 3 0 3 7' 7 7 ^H Facility,s Phone t 61i�;i 344 0265 v 12.Containers of 14 0 . Total Unit ante No 116 US DOT Description(Including Proper Shipping Name,Hazard Class,and ID Number) No. Type Quantity WtlVol a >Gn WASTE PETROLEUM OILS N.O.S. COMBUSTIBLE LIQUID NA 1270 0 0 1 T T m rq b. E O R c O � .. rri d F for,,Wasts listbd Atio vials Llstetl ASove fzndude.physrcalstata and hazard code e.`° v ��. -� � � k i t7 rl �J�'Ad'dinonalD� cnptionsforMate, ��, ��,�-- � �� •,� �� $ ''�-� � �: � � � � � � ' 15.Special Handling Instructions and Additional Information D 16.GENERATOR'S CERTIFICATION:I hereby declare that the contents of this consignment are fully and accurately described above by proper shipping name end are classified,pecked,marked,and labeled,and are in all respects in proper condition for transport by highway according to applicable international and national government regulations. -; ty Of waste to the ee I If I am a large quantity generator,I certify that I have eatment storage,or dieco sposal cuuce eren'tly available toume and 1me which min mizesthe pre engtrand future threatdeterm'to humned to an health and the envi a�nornicilly le and that I have selected the practicable method o ment;OR,if I am a small quantity generator,I have made a good faith effort to minimize my waste generation and select the best waste management method that is availeblto m Det and that I can afford. - Month Day Year Signatu " -, Printedlryped Name (:I_ Date- T 17.Transporter 1 Acknowle Bement of Receipt of Materials Month Day ,Year A Ali, A Printed(Typed Nam Signature N f/ / ,—V g /G u a Data.. P O 18.Transporter' 2 Acknowled ement of Receipt of Materials Month Day Year T Printed/TypedName Signature E R 19.Discrepancy.Indication Space - 5 F A C � 20.Facility Owner or Operator:Certification of receipt of hazardous materials covered by this manifest except as noted in Item 19.. Date T Printed?yped Name Signature Month Day Year Y GERALD E. McCARTHY = Form Approved OMB No.2050-0039,Expires 9-30-88 EPA Form 8700-221Rev.9-86)Previous editions are obsolete p CO P Y 8: G ENERATOR-RETAINED BY GENERATOR TOWN OF BARNSTABLE ypF?H E p0� y4rP joy OFFICE OF BAB35TADL BOARD OF HEALTH 9 MASB, 367 MAIN STREET �p 1039. �1QMAYM� HYANNIS, MASS. 02601 November 15, 1990 e Kate Van Duzer Barnstable Marine Service Barnstable, MA 02630 Dear Ms. Van Duzer: I am in receipt of your letter dated November 9, 1990. Thank, you for your response concerning the actual depth to the water table. This information was needed to evaluate the conditions at this site. On or about November 2, 1990, I asked you if it is possible to install shallower tank(s). You replied that you had not looked into this. In your letter dated November 9, 1990, you stated you will keep me advised of the possibility of utilizing smaller tanks. To date, I have not received this needed information. The Board of Health Chairman agrees that other alternatives must be sought due to the high water table conditions at this site and due to your proposal to install an 8000 gallon gasoline/diesel tank into the water table. Approval may be granted without a Board of Health public meeting after other alternatives are explored and are shown to be inpracticable. However, if you wish to be placed on the agenda of the next Board meeting, please let me know as soon as possible at 790-6265. Sincerely yours, Thomas A. McKean Director of Public Health TOWN OF BARNSTABLE TM/bcs - "S- t BARNSTABLE HARBOR Telephone — 617-362-3811 November 9, 1990 Tom McKean Director, Health Dept. Dear Mr. McKean: Attached are materials I received today from Massachusetts Engineering, the manufacturer of the tank we propose to install in place of our old tanks. His letter addresses your concerns about the high water table on our site, and the "PEI Recommended Practices" detail the approved anchorage and cathodic protection strategies for steel tanks . I had another test boring taken between the two tanks currently in the ground. It produced water at 716" , and did not appear to fluctuate with the tide . I am still awaiting information from our contractor on the cost of possibly changing the contract to use smaller tanks . I will keep you advised. Please let me know if you have any more questions or concerns . I can be reached at home at 362-9741 if you need. to contact me outside =rt_ma k�CTr?�'�_? TT R7IrC fi HEADQUARTERS FOR CAPE COD BAY TRAVELIFT- 15 TON INSIDE AND OUTSIDE STORAGE I N T EONA� ION PAINT SPORT FISHING HULL AND ENGINE REPAIRS MARINE HARDWARE 1. (508)560-0550 (617)773-7777 FAX,(508)587.5131 MASSACHUSETTS ENGINEERING COMPANY, INC. AVON INDUSTRIAL PARK, AVON, MASSACHUSETTS 02322 November 9, 1990y ' Barnstable Marine Service P.O. Box 366 Barnstable, MA 02630 h , I Attention: Kate VAnDuzer Subject: STI - P3, Dual Wahl Fuel Tanks r. . Dear Ms. VanDuzer: In response to your telephone request, we will try to answer the concern of Underground Tank Installations .in areas of high ground water. M - F3, Underground Tanks, fabricated of steel plate j and provided :.with the cathodic protection system (STI •- P3) have`been,installed, in many areas ott-hi h�Iic unds;wads .I would estimate__that , s Maria,,,- s, �i� �a� 0. Mo1 unde:rground w a tanks'Lare,`°install. n �ocaticns .;here.,t ere._A' ,hfgi' ' water 'table"or° high seasonal:*water,':conditions: Tanks built and labeled STI - P3 are warrented for 30 years against failure caused by cracking, breakup or collapse as well as faa.].ure..,.due_.ta. corros Lon-, - JTh r2TVar anty,�hasQ"no "'cA1_ oni" ' fox.:installatxons' in conditioiisif'' 3ghwate There`are methods of proving by calculation the external loads due to water and backfill will not cause the steel tanks to fail. A properly installed, cathodically protected tank will not z corrode as long as the anodes last and the anodes are sized to last 30 years under much more adverse conditions than we have here in the Northeast. We have been building steel, underground tanks for over 60 years and the STI -„P3 Tanks _for 20 andvefievehad�a 3 'tank"`"fail'"'due"to'water 'c6ndi.tions.# It cannot, however,' be stressed ?to'much that proper installation procedures be � strictly followed. I am enclosing some information decribing anchoring practice for underground tanks. If " Please call me if you have any questions or desire additional information. Very truly yours, r MASSACHUSETTS ENGINEERING CO. ,INC. Richard W. Vines RWV/tam Enclosure } ` STORAGE.ANQ PRESSURE TANKS STEEL PLATE CONSTRUCTION { LICENSED UNDER., ASME API UL $71 - f S a � .7/7 Recommended Practices for Installation of Underground Liquid Storage Systems ' swampy areas or landfills, to prevent the backfill from mi- e)If soil conditions and the depth of the water table grating and thus diminishing the support of the tank or paving, are unknown at the time of installation, the possibility If sand and pea gravel are used in the same excavation, they that anchoring may be required should be considered and should be separated with filter fabric to prevent the sand fines contingency plans made.Such plans should include hav- from migrating into voids between the pea gravel particles. ing pumps, hoses, straps, cables, and other anchoring WARNING: Filter fabrics may mask early signs of materials available, Cave-ins during construction. f)In areas with impervious soil,flotation might result from the infiltration of surface water — the so-called Comment "bathtub effect." Filter fabrics are geotextiles designed to prevent 5.2 Excavating Requirementsi, if a hold-down pad is movement of backfill materials while permitting water used under the tank,or if deadmen anchors are used,the exca- to pass through.They are intended for direct burial and, vations should be large enough to permit proper placement if properly selected, resist deterioration caused both by while at the same time maintaining the required burial depth. soil and by the,products commonly stored in underground S.3 Wet Hole Conditions.The water level in the excava- tanks. However, the composition, construction, and tion should be reduced to the lowest practical level during mechanical properties of fabrics vary widely,Care in the construction.If water ballast is used to sink a tank in a wet hole, selection of a suitable fabric is essential. the level of ballast iti the tank should not exceed the level of 4.10.Supporting Equipment During Construction. water in the hole.While adding ballast,use lifting equipment Support for manholes, street boxes, piping, and other corn- • only to keep the tank in position;the tank should be free to ponents must be provided during construction.Do not use the roll slightly. Lifting cables should be carefully tended to tank to support cribbing, bracing or blocking, During back- minimize the possibility pf damage to the tank. Cradles, filling, temporary supporting materials must be removed to beams,or timbers should not be used in the excavation. prevent subsequent damage to the tank,piping or equipment. 5.4 Types of Anchorage. All methods of anchoring tanks use the weight of the backfill and paving on top of the tank to offset buoyancy forces.Use of mechanical anchoring systems increases the amount of backfill ballast which is { mechanically attached to the tank. However, for unstable soils, bedrock, or extreme high groundwater conditions, a deep burial depth may not be feasible. For shallower burial depths, one of the following supplemental methods of 5. SUPPORTS AND ANCHORAGE restraint may be used. 1. Slab at Grade and Bac•kftil. Buoyancy can be offset ., simply by adding ballast weight on top of the tank' 5.1 General. Where installations are located in areas by increasing the burial depth,or by increasing the subject to high water tables or flooding, provision should be pavement thickness.The additional weight is limited made to prevent tanks,either full or empty,from floating — to the weight differential between the submerged during a rise in water level — up to the established maximum weight of concrete and gravel. flood stage.Tank vents and other openings that are not liquid- 2• Deadrnen Anchors. Deadmen are beams of rein- tight should be extended above maximum flood-stage water level until piping is complete. Comments a)The primary method of restraint in areas subject to flooding is by an increase in the burial depth.Normal backfill and paving on top of the tank will provide adequate restraint if the burial depth is at!cast b0%of the :�.t;:;.:;i•.:• ,;,�,;:.�•;:;'.; � tank diameter. b)For purposes of this calculation,each additional Place deadman inch of reinforced concrete above the tank can be consid- •:#'r;•: ,�.� outside of the �s •�a::'= ered equal to two additional inches of compacted back- ' tank diameter ,,- fill.The calculation should be based on worst-case con- aitions:water level at finished grade and the tank empty. c)The buoyancy to be offset is determined primarily ;f` '•' ::•. 'r i::., by the diameter of the tank.The principal offsetting factor is the weight of backfill material and paving over the == •� tank.Other factors include the weight of the empty tank _ a and attached equipment, friction between the tank and - . backfill,and voids in backfill over the tank due to man- Figure 18. Deadmen anchors. Deadmen anchors increase the • j way openings: amount of backfill bearing down on the tank to offset buoyancy. d)Gencrally,requirements for anchorage are deter- Ptudmrn are convenient to use and reduce the work required to be mined by the conditions of each installation. done in the excavation. 9 :t riecommended Practices 100-90 Coat exposed metallic surfaces with dielectric -'' material •• Secure anchorto prevent uplift A• , :.XIS h' Figure 19.Bottom hold-down pad.A reinforced bottom hold-down pad provides a firm bed for the tank and adds resistance toflotation• Insulating material separates straps from the tank. TANKS SHOULD NEVER BE SET DIRECTLY ON A BOTTOM HOLD- •fix" DOWN PAD. forced concrete, placed in the excavation with cables and/or straps attached.Deadmen anchors are not only effective, but also reduce the amount of work required to be done in the excavation. •:.� r „�•�••• 3. Bottom Hold-down Pad. A bottom hold-down pad is usually eight inches of reinforced concrete extending ':►" at least 18 inches beyond the tank sides and one foot • - • . •••••••.•••• �•', Figure 20.Methods of attachmenl.Straps must be secured io prevent beyond each end. This provides a firm foundation movement as the tank is filled and emptied during normal opera- and also offsets buoyancy.The thickness of the pad, groundwater rions,or when as well as the number and size of anchors and rein- forcement caws upward forces.Over-lightening as must be calculated for each installation. can damage the tu►,k shell or coating. WARNING: Never set a tank directly on a bottom 5.6 Electrical Isolation.Straps for steel and composite hold-down pad; an adequate bedding of backfrll tanks should be electrically isolated from the tank surface to material must separate the tank and concrete. The ensure proper operation of the corrosion protection.Straps array bottom hold-down pad should never be shorter than be either non-metallic, fully encapsulated,or insulated with the full length of the tank;otherwise uneven stresses material placed between the strap and tank.Insulating mate• can develop,leading to structural failure. rial should be at least one-eighth inch thick. wider than the 4. Mid-anchoring,This is another method of restraint. strap,and extend one foot below the widest part of the tank. used primarily on a limited basis for single tanks. It Insulating materials must be non-conductive, compatible should be done only with the written permission of the with the materials stored,and suitable for use underground. tank manufacturer.Mid-anchoring requires placing If available,use materials provided by the manufacturer, reinforced concrete over the top one-third of the tank WARNING: Roofing felt and expansion joint mate- diameter, Layers of nonconductive material are rial may conduct electricity and are not acceptable as placed over the tank to protect the shell and coating Insulating material. from damage and to maintain electrical isolation of 5.7 Methods of Attachment. Tank straps should be cathodically protected steel tanks. firmly secured to anchor bolts with threaded connections or WARNING: Consult the tank manufacturer before cables and clumps.Straps must be snugged down before back- using mid-anchoring. filling. Take care to prevent damage from over-tightening. 5.5 Styaps. Straps for steel tanks should dither be non- Ensure that the straps and tank surface are free of debris or metallic or flat steel and made with a means of tensioning buns which might damage the insulation or tank coating.Dis- using threaded connections or turnbuckles.Use of wire ropes tribute insulating material evenly and test to ensure electrical - isolation after installation. Hardware,as recommended by the of round bar is not acceptable. Tank straps are usually fur nished by the tank manufacturer and should be installed tank manufacturer,should be coated with dielectric material. �•` according to the manufacturer's instructions. 10 „,mended Practices 100-90 , APPENDIX A Maierial Weight , FLOATOU T AND Sand and pea gravel ' ` :, 60.0 pounds per cubic foot Reinforced concrete 87.6 pounds per cubic foot ANCHORAGE CALCULATION Tank and manways 5,000pounds Submersible pump and riser 300 pounds A.1 Purpose.The purpose of the floatout and anchorage Water ` 7.48 gallons per cubic foot calculation is to determine the depth of burial—from the top of Water. Y 62.4 pounds per cubic foot the tank to finished grade —• necessary to prevent an under- The reflected tank area is ground tank from floating when empty and fully submerged. • A.3 Reflected tank Area. To do this,it is necessary that the total buoyant force be more the surface on which the overburden bears. In the case of than offset by the combined weight of the overburden(back- cylindrical tanks,this is found by multiplying the actual tank fill material), paving over the tank,the weight of the empty diameter by its length. In the case of tanks with curved ends, tank•and assneiHrrrt rRnipment. We here illustrate the calcu- the calculation is more complicated.The value we have used i lation for an empty and fully submerged eight foot(nominal) (231.42 square feet)was provided by the tank manufacturer: diameter, 10,000 gallon(nominal)capacity,double.walled, , Area of trapezoidal-and circular fiberglass reinforced plastic(FRP)tank. and segments 24.39 square feet A.2 Weight of Materials. The weight of material Cylindrical body + 207.03 square feet ' decreases when Submerged.For our purposes,we have used 23l.43 square fee[ i the following submerged weights for common materials: Total 4 D + 2It. L+ 4 ft. =' t d 4 n.manway? d 1 D 2 _ j . , L D - tank diameter L = Tank length •'^• ' ' '"”"" t = thickrms of reinforced � concrete ---• —•—" d depth of burial 1 to bottom of I L+4 0. reinforced 777. concrete O x .... ...... •': 1 d D ;�.. 2 f 31.Figure Volume/wei t values for hold-down calculations. The height of overburden(shaded urea)provides a great deal of the force 1; � available to rJJiet btwyanc.y. 22 f n t I. Recommended Practices for Installation of Underground Liquid Storage Systems A.4 Tank Displacement.The buoyant force to be over_ d = Depth of overburden,2'10"(2.833 feet) el come is the total tank displacement, including the displace h = (D 2) + d = (7.938 + 2) + 2.833 ment of the structure and attached manways.The following = 3.969 + 2.833 = 6.802 feet } calculations illustrate two methods of calculating displace- B I = Area of the concrete slab at grade, ment.The method providing the larger value is more conser- 350 square feet(See 1A.5) . vative and should be used. B2 = Reflected tank area, Method#1. The first method is to calculate the total space 231.42 square feet(See 1A.3) occupied by the tank from data provided by the manufacturer. V = Tank displacement, 10,690 gallons (1429.12 cubic feet)(See 1A.4) Method#1 �;�ij�� Gallons M = Vold in overburden(4' x 4'tttanway), Cylindrical tank body 1,290.67 9,654 41.85 cubic feet Two curved ends 11128 848 . Two manways 5.08 __-38 Total volume of overburden 1,409.03 10,540 = f(h + 3)(81 + 132 + B1B )] Method #2. The second method is to add the space f(V + 2) + M] occupied by the tank structure to the actual capacity of the = ((6,802 + 3)(350.00 + 231.42 + f35U.0(1 x 231.42)] tank, interstice,and manway' - f(1429.12 ; 2) + 41.851 Method#2 � 8 ,bie Feet Gallons = 2.267(581.42 + 9_0) - (714.56 + 41.85) Inner tank structure 15.18 114 = 2.267(581.42 + 284.60) - 756.41 Outer tank structure 15.75 118 = 2.267(866.02) - 156.41 Ribs(28) 9.42 70 = 1963.27 - 756.41 Total tank structure 40.35 302 = 1206.86 cubic feet of overburden Tank capacity 1,300.80 9,730 Total weight of overburden Interstice capacity 85.08 638 = 1206.86 cubic feet x weight of baekfill material !it Manway volume S.OR 38 � (60 pounds per cubic foot) t 1,429.12 _ 1000 = 72,412 pounds ` The alternative result, 1,429.12 cubic feet(10,690 gallons), t should be used since it is more conservative.The tank menu- A.8 Adequacy of Restraining Forces. The adequacy facturers should provide information on their tank dimen- of restraining forces is determined as follows: sions and capacity,on request, Total restraining forces,in pounds A.5 Reinforced Concrete Pad at Finished Grade, Weight of overburden 72,412 The eight-inch thick reinforced concrete pad extends two feet Concrete paving at grade(See¶A.5) 20,440 fr beyond each end of the tank and extends one toot beyond Tank and manway weight, t each side of the tank. The paving will be 10' x 35', 350 from manufacturers 5,000 square feet, 233.33 cubic feet. (350 square feet x 8 inches Submersible pump and riser,. = 233.33 cubic feet.) Using the submerged weight of 87,6 from manufacturer 300 pounds per cubic foot, the total weight of the paving is Total 99,152 20,440 pounds. Total buoyant force to be overcome,In pounds A.6 Depth of Burial to Top of Tank.The depth of the Total displacement(¶A.4,Method#2) overburden (backfill material)over the tank constitutes the 1,429.12 cubic feet at the weight of water greatest force for counteracting flotation, The burial depth (62.4 pounds per cubic f6ot) 89,177 must also be sufficient to allow piping to be sloped to the tank at least 1/s"per foot.Assuming that a total burial depth of 3'6" Excess of restraining forces over is sufficient for this purpose,we can make a trial calculation buoyant forces,In pounds 8,975 to determine if this combination of paving and burial depth will prevent floatout. A.9 Calculation of Safety Factor.The safety factor in A.7 Volume and Weight of Overburden. To deter• the example is 1.1 (98,152 89,177). In addition,friction mine the depth of the overburden,it is necessary to deduct the factors,which have not been considered,add to the restraining thickness of the reinforced concrete paving from the depth of force and to the safety margin. If a higher safety margin isj burial to the top of the tank,(3'6"- 8" = 2'10"= 2.833 f0. desired, burial depth can be increased or supplemental We have assumed that pea gravel and sand have the same restraints provided, weight submerged,60 pounds per cubic foot.The volume of A.10 Effect of Adding One Foot to the Burial Depth. the overburden can be calculated as follows: Adding one foot of burial depth adds significantly to the f(h + 3)(B 1 + B2 + B 182)] - f(V d- 2) + M) overburden. The addition of 17,371 pounds (89,783 - 72,412) increases the total restraining force to 115,523 ` Where: pounds and the safety factor to 1.3(115,523 T 89,177),as D = Tank diameter,7'l l l/e(7.938 feet) follows: 23 u ecommended Practices 100-90 Where: d= depth of overburden = 3'10" = 3.833 feet I+----50 ft. -I h= (1) 2) + d = (7.938 2) + 3.833 = 3,969 + 3.833 = 7.802 feet s+ A11 other factors remain the same as A.7. ,Total volume of overburden (7,802 = 3)(866.02) - 756.14 Bonding wire = 2.601 (866.02) - 756,14 Anode = 2252.52 - 756.14 -� = 1496.39 cubic foot of overburden Total weight of additional overburden ti = 1496.38 x 60 pounds per cubic foot w = 6••• 89,783 -- 72,412(See'11A.7) t °1 2 I'm20 i;.4:7V(Vl. o Total weight of restraining forces moo. = 98,152(See¶A.8) + 17,371 _ _ 115.523 pounds. } u..,.o Commentr�, ; , L•-10 ft-►t io Adding to burial depth also provides room for pitch- ing piping to the tank and protection from damage from Figure 38, Cathodic protecdon plan.A sketch of the installation traffic. with approximate dimensitms is usefi+l in determining the nwnber A.11 Applicability. Factors vary by geographic taea- and site of galvanic anodes and bonding wires. lion,material supplier,and equipment manufacturer.Factors and calculations used in our example are not intended to repre- sent good practice for a specific tank installation.They repre- activity (cathode),-producing corrosion at the anode. The sent a frame of reference for specific calculations.Manufac- greater the degree of electromotive force between the two curers' instructions should always be followed. Contact the metals,the more rapid the corrosion. tank manufacturer if any doubt exists as to whether a specific Corrosion cells may be formed when metal is in contact installation requires additional burial depth or supplemental with different soils. For example,corrosion can result from restraints. placing metallic piping directly on native soil at the bottom of a trench. This is due to differences in oxygen or ion concen- trations between the undisturbed soil and the new backfill. Corrosion can also occur when a new steel tank is added to existing tanks in the same excavation.The differences in potential between the new and old structures may establish a I circuit,with the new tank as the anode and the old tanks as the cathode. Accelerated corrosion of the new tank will result. APPF_NDIX B i Bacterial ,and basic metallurgical changes may also : BACKGROUND: cause corrosion cells.Bacteria may cause changes in the soil, � � which develop into strong corrosion cells. Corrosion may CATHODIC PROTECTION also occur within the molecular structure of the metal. t B.2 Stray Current Corrosion. Corrosion is also caused by stray direct currents from welding machines, li.l Galvanic Corrosion.Galvanic corrosion is the Bete- power transmission lines,nearby cathodically protected pipe electrified railroads, etc. Corrosion rioration of a metal by direct or electrochemical reaction with lines, utilities, structures, its environment.Corrosion occurs when two dissimilar metal results from direct currents flowing underground; from the external power source,along the path of least resistance,and objects are placed in direct or electrical contact with each other. Four elements are required: an electrolyte, anode, back to the power source.underground structures in the path cathode,and return circuit. In underground steel tank instal- of the currents can experience rapid deterioration.Protection lations, the moist soil serves as the electrolyte. Anodes and often requires a detailed corrosion survey and a specifically cathodes develop on the tank and piping,or between the tank designed cathodic protection system. system and more noble metals.The retu circuit is provided 0.3 Rate of Corrosion.The rate of corrosion is deter- by the conductivity of the metal structure. The dissimilar- mirnned by many factors:the relative size and potential of the metal factor could be a difference in the metallurgical charac- anode and cathode,the resistivity of the soil,the presence of teristics of the same structure,or the presence of a different organic chemicals and salts,stresses present in the structure, metal.Current flows from the metal of higher electromotive and the amount of current from the external power source.The smaller the anodic area in relation to the cathode.the Faster the activity(anode), toward the metal of lower electromotive 24 s eg(a S 0 Sl:�absfig' tu 0 Q 10 N, te Product Compatibility ' Y h '` �� PRE-ENGINEERED � 3 _ _ � �TANKS are Ew 11a compatible with virtually all flam- ;CRAFTSMANSHIP, PROVEN PROTECTION AL11 :, mable and combustible liquids. Incompatibility with products 'INTEGRITY, stored, however; can be a problem T y ' ;r with FRP tanks especially fuels with # ` alcohol blends. Sizes: I I ++ 1 The Ps tank is available in over 25 standard sizes from 510 to 50,000 gallon capacity. ®I c I E ,System provides 3. Galvanic The proven sti-P3 Sy p anodes are attached to each. :W the structural integrity and product a tank to reverse the current flow,sac- compatibility of steel together with rificing themselves to further protect _,• comprehensive corrosion protection. a: the tank from corrosion. These tanks are designed and manu- Stf-P3 tanks are manufactured factured to provide safe and depend- under strict quality control procedures able storage. r and are subject to inspection by Under- During 1986,over 30,000 sti-P3 writers Laboratories and Steel Tank VEN PPOTELTON ' iZ ,:.nl yw ''. tanks were installed.That's six out of i` Institute inspectors.These tanks are ,. every ten.There must be a reason for backed with a Tank year limited warranty this overwhelming preference in the {from the Steel Tank Institute. face of ever tightening environmental Mass. Engineering is the largest tank regulations and an increasingly difficult manufacturer and sti-P3 tank fabricator liabilityenvironment.: '' in New England being in the tank busi-_ THE REASON IS sti P3 STRENGTH. , ness for over sixty years. r; tfural Tailute f�th�ledin ;tfse o - Go with the Quality, Craftsmanship, The sti-P3 Steel Underground Stor-' `Teaks in un, erground tankscotdirig and Integrity =' age Tank fulfills all 3 requirements of "toEP el;t e tuctural Integt ity `- Sti-P3 tanks have a 30 year limited the Federal Law(P.L.)98-616. o steel is long proven. STEEL is strong. warranty. 1.) Structural Integrity �The'corrosion resistance of 5t P3 Ta Contact our Sales Department for a asies red in e n ilstry �nitt 2.) Product Compatibility ,, i �- -` Additional Information. r Reak iecofdt t"� '-� ' 3.) Corrosion Resistance = GO WITH THE STRENGTH, GO WITHsti-P3. ' ,F'"� Vpl IF+• The;Hazard us'a Federal wasp¢Amendments ` The sti P3 system is a 3-part pre PL98�616 the RGRA iegl. es ail riew�Underj engineered, self-activating corrosion j ground storage tanks be designed In a manner,." t 0 �� _ protection system. to prevent+reiease of product stored and that p Y I uus deslgnF,ttake a th_ee ste approach to prevent ' I. A dielectric coating,applied over a "t{ 3$ properly blasted surface,protects Tanks must be x Y"" J' ' against attack from aggressive soil s .-w I g gg i n a) sl`iycturallyisoundu, ` conditions and reduces the current k r ; b)corrosion resistant s k demand on the sacrificial anodes F c A rod ct compauble thereby increasing the life of the,,. n ues , Tq' Yrt , {h� �Z' i Pe�xa cathodic protection system.., Failure,�t�comply with ails law,can bring civil 3enalties,oCti"tto�S10,000.00.Federalpertanfr 2. Dielectric bushings isolate the tank an a2 uonal and o l!q_penalties from connecting steel pipes; pre- ` venting stray currents from enteringg.w. the tank and eliminating unneces- sary � Protect our investment,protect Y p anode current drain.., ourself.Go with the strength, o with sA � Y g g sti-P3 protection. .51T .f R is 't. x '� ;1' _ :��i' �•!'?•.' ::..:;,w�:%::""i''�'::.:., .., •.. is•: ,''k :ti: 73 va Am .. a � 1ppp 1yy 1 .. _ F•`;...1 t � """� � .r /' i ' ,y °��E.+ 1 1.� �y�3 n{:� � �i�'i ?'3 J. 1 .�:F• rx 1• /1 � -it f. 1�.. f.-3� � ; •xJ' tb . �•+, '�>�r�,^y.�' i f J• � j f f's ;if i `=k�4 �: � 1 a § ;� , �,� •v a4+ t. 1 •� 4' .�7,�'r• ICE r §,.i ! , .r' ! '!� t �, r S �� 5' �: f�{ .lir .• r ,§ �' , • r 1 i _ F e i4 rC: 4 ri ;a A. �' fnN al • f _ . . �•/:� , � f11 13 day �� �, � �r s �. t�' �i t lV :.. • F 4 1.•. V �-OM � � 1• f ,. 1 l ° '� 1. �' � � °"" � \ TO /(Y FF • `(off FM ; �4••'4�T /�� i ply •• .. . .-• .. ' ` .�. �;_:"y��i4 ,.t �`7 !i"�`I ,.. -A ,49:9zz . odd P ------------- ------------- � `, .,•, eta - - / ` f MARASPlA/� r 1 CP r ST02r= '. 3Q x(00' FuEL DOCK --� C 15T• f� 4 �3 ►�6, . FUEL � `tr TANK S l r a If i Y dw oca � a � 4caoda � .aaa � � � .aa � � c� a oa � � BAR NSTAB L - E - M A S S A C H U °S E ° T T S = 0 2 6 3 0 o BARNSTABLE HARBOR Telephone — 617-362-3811 November 19, 1990 Tom McKean Director, Health Department Dear Mr. McKean: In response to your November 15 letter, I would .like to finalize our understanding with the Health Department regarding the replacement of our underground fuel tanks . In order to alleviate your concerns about the high water table at our site, we have decided to install ( 2 ) 4000-gallon tanks rather than the single large tank we had originally proposed . The total burial'-depth-will-thus be reduced from 10 ' to 71411 , minimizing 3 contact with the water table. Thank you for your assistance in resolving this issue . I feel confident that this course of action will produce a safe and environmentally sound installation. Sincerely,. i IK � leen Hr. an zer HEADQUARTERS FOR CAPE COD BAY TRAVELIFT-15 TON INSIDE AND OUTSIDE STORAGE INTERNATIONAL PAINTS SPORT FISHING HULL AND ENGINE REPAIRS MARINE HARDWARE TOWN OF BARNSTABLE DF THE p� OFFICE OF BOARD OF HEALTH 90p M q. 367 MAIN STREET pm k� HYANNIS, MASS. 02601 November 15, 1990 Kate Van Duzer Barnstable Marine Service Barnstable, MA 02630 Dear Ms. Van Duzer: I am in receipt of your letter dated November 9, 1990. Thank you for your response concerning the actual depth to the water table. This information was needed to evaluate the conditions at this site. On or about November 2, 1990, 1 asked you if it is possible to install shallower tank(s). You replied that you had not looked into this. In your letter dated November 9, 1990, you stated you will keep me advised of the possibility of utilizing smaller tanks. To date, I have not received this needed information. The Board of Health Chairman agrees that other alternatives must be sought due to the high water table conditions at this site and due to your proposal to install an 8000 gallon gasoline/diesel tank into the water table. Approval may be granted without a Board of Health public meeting after other alternatives are explored and are shown to be inpracticable. However, if you wish to be placed on the agenda of the next Board meeting, please let me know as soon as possible at 790-6265. Sincerely yours, Thomas A. McKean Director of Public Health TOWN OF BARNSTABLE TM/bcs F f� L'n •, Y � C fir. , '4.. 1 y�. � • . Wv _ �'�� J P`. ' i .r�lt9"R t,,:. r ��rl r r'� /� •f J �f �r +I l �� r t rj r Y r r Y � 1�_ // ( /� �� •� I �I 1 / ,/V r/, I�' f yr•' J• (O��� ,�t� - F , ..�.: �.�m ,.. ..���� ..�'L•/off � w d �' � ���� :O.`� ��-� � •Og• •add `� c� � 9 o - Q Q Ll�J � � W 0 � Q . � Q Q,1J L1►J Q � Q � V � �' Q U LN � v B A R N S T ,A B L E -M A S S A C 'H U °S E T T S - 0 2 6 3 0 BARNSTABLE HARBOR Telephone — 617-362-3811 November 9, 1990 Tom McKean Director, Health Dept . Dear Mr . McKean: Attached are materials I received today from Massachusetts Engineering, the manufacturer of the .tank we propose to install in place of our old tanks. His letter addresses your concerns about the high water table on •.our site, and the "PEI Recommended Practices" detail the approved anchorage and cathodic protection strategies for steel tanks . I had- another test boring taken between the two tanks currently in the ground. It produced water at 71611 , and did not appear to fluctuate with the tide . I am still awaiting information from our contractor on the cost of possibly changing the contract to use smaller tanks . I will keep you advised. Please let me know if ,you have any more questions or concerns . I can be reached at home at 362-9741 if you need to contact me outside normal business hours . G� j HEADQUARTERS �7 ��a� FOR CAPE COD BAY TRAVELIFT-15 TON INSIDE AND OUTSIDE STORAGE INTE NA ION PAINT SPORT FISHING HULL AND ENGINE REPAIRS MARINE HARDWARE NOV 09 190 13:32 P.2i7 (508)580-0550 (617)773-7777 ' FAX:(508)587-5131 MASSACHUSETTS ENGINEERING COMPANY, INC. AVON INDUSTRIAL PARK, AVON, MASSACHUSETTS 02322 November 9, 1990 Barnstable Marine Service P.O. Box 366 Barnstable, MA 02630 Attention: Kate V4nDuzer Subject: STI - P3, Dual Wall Fuel Tanks Dear Ms. VanDuzer: In response to your telephone request, we will try to answer the concern of Underground Tank Installations in areas of high ground water. $TT - F3 , Underground Tanks, fabricated of steel plate and provided_with_ the cathodic_protection_.system (STI P3) `have been installedin many areas of high ground water,__I._._, would-estmate_that_.'as many as 40 50$ of all underground tanks axe nstalled in locations where- there is either a high water table or high seasonal water conditions.f Tanks--built-- and- labeled-STI- ---P3 -are warrented--for 30- years against failure caused by cracking, breakup or collapse as well as failure due to_.corrosion This v�arrarity-Yias no exclusions 'fox installations in-conditions__of _high water.J-`There-are-`- methods df proving by calculatio the external loads due to water and backfill will not cause the steel tanks to fail. A properly installed, cathodically protected tank will not corrode as long as the anodes last and the anodes are sized to last 30 years under much more adverse conditions than we have here in the Northeast. We have been building steel, underground tanks for over 60 years and the STI - P3 Tanks for 20 andrhave never had-i 7. t"tAnk,fail due to water conditions.,'It cannot;however;be--- stressed`to"much-that proper installation procedures be strictly followed. I am enclosing some information decribing anchoring practice for underground tanks. Please call me if you have any questions or desire additional information. Very truly yours, MASSACHUSETTS ENGINEERING CO. ,INC. Cr Richard W. Vines RWV/tam Enclosure STORAGE AND PRESSURE TANKS.STEEL PLATE CONSTRUCTION LICENSED UNDeA: ASME•API 0 UL 0.STI NOV 09 '90 13:36 P,7i7" Recommended Practices for Installation of Underground Liquid Storage Systems ' ,. II swampy areas or landfills, to prevent the backfill from mi- e) if soil conditions and the depth of the water table grating and thus diminishing the support of the tank or paving. are unknown at the time of installation, the possibility If sand and pea gravel are used in the same excavation, they that anchoring may be required should be considered and should be separated with fitter fabric to prevent the sand fines contingency plans made.Such plans should include hav- from migrating into voids between the pea gravel particles. ing pumps, hoses, straps, cables, and other anchoring WARNING: Filter fabrics may mask early signs of materials available, cave-his during construction. f)In areas with impervious soil,flotation might result from the infiltration of surface water — the so-called Comment "bathtub effect." Filter fabrics are geotextiles designed to preveni 5.2 Excavating Requirements. If a hold-down pad is movement of backfill materials while permitting water used under the tank,or if dadmen anchors are used,the exca- to pass through.They are intended for direct burial and, vations should be large enough to permit proper placement if properly selected, resist deterioration caused both by while at the same time maintaining the required burial depth. soil and by the,products cominonly stored in underground 5.3 Wet Hole Conditions.The water level in the excava- tanks. however, the composition, construction, and tion should be reduced to the lowest practical level during mechanical properties of fabrics vary widely..Care in the construction.If water ballast is used to sink a tank in a wet hole, selection of a suitable fabric is essential, the level of ballast iR the tank should not exceed the level of 4.10.Supporting Equipment During Construction. water in the hole.While adding ballast,use lifting equipment Supp6tt for manholes, street boxes, piping, and other coin- only to keep the tank in position; the tank should be free to ponents must be provided during construction.Do not use the roll slightly. Lifting cables should be carefully tended to tank to support cribbing, bracing or blocking. During back- minimize the possibility of damage to the tank. Cradles, filling, temporary supporting materials must be removed to beams,or timbers should not be used in the excavation. prevent subsequent damage to the tank,piping orequipment. 5.4 Types of Anchorage. All methods of anchoring tanks use the weight of the backfill and paving on top of the tank to offset buoyancy forces.Use of mechanical anchoring systems increases the amount of backfill ballast which is mechanically attached to the tank. However, for unstable soils, bedrock, or extreme high groundwater conditions, a deep burial depth may not be feasible. For shallower burial depths, one of the following supplemental methods of 5.. SUPPORTS AND ANCHORAGE restraint may be used. 1. Slab at Grade and Bac•kf ill. Buoyancy can be offset simply by adding ballast weight on top of the tank, 5.1 General. Where installations are located in areas by increasing the burial depth,or by increasing the subject to high water tables or flooding,provision should be pavement thickness.The additional weight is limited made to prevent tanks,either full or empty,from floating-- to the weight differential between the submerged during a rise in water level— up to the established maximum weight of concrete and gravel, flood stage.Tank vents and other openings that are not liquid- 2 Aeadtne,t Anchors. Deadmen are beams of rein- tight should be extended above maximum flood-stage water level-until piping is complete. Comments a)The primary method of restraint in areas subject to flooding is by an increase in the burial depth.Normal .i:::.;, ;::::; +::::t:::.:•- backfill and paving on top of the tank will provide ;:r.;.;•,;;:; :;�: ,r:::;:; adequate restraint if the burial depth is at least 60%of the :: •'K",.. tank diameter. b For purposes ur of this calculation, each additional - "' "'' p po' ;.�.;:::� Plats deadman - inch of reinforced concrete above the tank can be consid- i► -m*— outside of the ered equal to two additional inches of compacted back- tank diameter fill.The calculation should be based on worst-rase con- uitions:water Level at finished grade and the tank empty. : t ;t;: a;.• c)The buoyancy to be offset is determined primarily by the diameter of the tank.The principal offsetting factor " a:,,:;.::;.• ::.: ::r: W. is the weight of backfill material and paving over the tank.4thei factors include the weight of the empty tank and attached equipment, friction between the tank and backfill, and voids in backfill over the tank due to man- Figure 18, Deadmen anchors. Deadmen anchors increase the way openings: amount of backfill bearing down on the tank to offset buoyancy. d)Generally,requirements for anchorage are deter- Deadtnen are convenient to use and reduce the work recuired to be mined by the conditions of each installation. dune it)the excavation. 9 NOV 09 '90 13:35 P.6i7 PE[Recommended Practices 100-90 Coat exposed metallic surfaces with dielectric ' material P Secure anchor to prevent uplift Figure I .Bottom hula-down pad.A reinforced bottom hold-down • '� _ pad provides a firm bed for the tank and adds resistance to oration. ti?"'�'A,'► Insulating material separates strops' from rile tank. TANKS ; ,. . SHOULD NEVER HE SET DIRECTLY ON A BOTTOM HOLD- DOWN PAD. '. �: ,�<;Jc'r�,: forced concrete, placed in the excavation with cables and/or straps attached.Deadmen anchors are �� •;,,•s-- :.� not only effective, but also reduce the amount of xt � p:y; ;;• 'r; work required to be done in the excavation. _� �:�' •��•�.:�� ,a w act. A bottom w ad is 3. Bottom Hold-down P m hold-down p �:..••�i:, .•.�::5::;;•..-'• �►. 4 usually eight inches of reinforced concrete extending _ :h ,•�" at!cast 18 inches beyond the tank sides and one foot •:- •. .. •�•�-;-:.::.:••• �- Figure 20.Methods of attachment.Straps must be secured to pre.vent beyond each end. This provides a firm foundation movement as the tank is filled and emptied daring normal opera- and also offsets buoyancy.The thickness of the pad, Lions,or when as well as the number and site of anchors and rein- rr groundwater causes upward farces.Over-tighuening forcement must be calculated for each installation. can damage the tank shell or coating. WARNING: Never set a tank directly on a bottom 5.6 Electrical Isolation.Straps for steel and composite hold-down pad; an adequate bedding of backfill tanks should be electrically isolated from the tank surface to material must separate the tank and concrete. The ensure proper operation of the corrosion protection.Straps may bottom hold-down pad should never be shorter than be either non-metallic, fully encapsulated,or insulated with the full length of the tank;otherwise uneven stresses material placed between the strap and tank.Insulating mate- can develop,leading to structural failure. rial should be at least one-eighth inch thick, wider than the 4. Mid-anchoring.This is another method of restraint, strap,and extend one foot below the widest part of the tank. used primarily on a lirnired basis for single tanks. It Insulating materials must be non-conductive, compatible should be done only with the written permission of the with the materials stored,and suitable for use underground. tank manufacturer.Mid-anchoring requires placing If available,use materials provided by the manufacturer, reinforced concrete over the top one-third of the tattle WARNING,: Roofing felt and expansion joint mate- diameter. Layers of nonconductive material are rial may conduct electricity and are not acceptable as placed over the tank to protect the shell and coating insulating material. from damage and to maintain electrical isolation of 5.7 Methods of Attachment. Tank straps should be cathodically protected steel tanks. firmly secured to anchor bolts with threaded connections or WARNING: Consult the tank manufacturer before cables and clamps.Straps must be snugged down before back- using mid-anchoring, filling. Take care to prevent damage from over-tightening. 5.5 Stiraps. Straps for steel tanks should either be non- Ensure that the straps and tank surface are free of debris or metallic or flat steel and made with a means of tensioning buns which might damage the insulation or tank coating.Uis- using threaded connections or turnbuckles.Use of wire ropes tribute insulating material evenly and test to ensure electrical isolation after installation. Hardware,as recommended by the or round bar is not acceptable. Tank straps are usually fur- tank manufacturer,should be coated with dielectric material. nished by the tank manufacturer and should be installed according to the manufacturer's instructions. 10 NOV 09 '90 13:34 PEI Recommended Practices 100.90 APPENDIX A Material Weight Sand and pea gravel 60.0 pounds per cubic foot 4 FLOA►TOUT AND Reinforced concrete 87.6 pounds per cubic foot d ANCHORAGE CALCULATION Tank and manways 5,000pounds r Submersible pump and riser 300 pounds A.1 Purpose.The purpose of the floatout and anchorage Water 7.48 gallons per cubic foot calculation is to determine the depth of burial—from the top of Water 62.4 pounds per cubic foot the tank to finished grade -- necessary to prevent an under- ground tank from floating when empty and fully submerged. A.3 Reflected Wank Area. The reflected tank area is To do this,it is necessary that the total buoyant force be more the surface on which the overburden bears, In the case of than offset by the combined weight of the overburden(back- cylindrical tanks,this is found by multiplying the actual tank fill material), paving over the tank,the weight of the empty diameter by its length. In the case of tanks with curved ends, tank,and assnciatrd rrh,iPme'nt. We here illustrate the calcu- the calculation is more complicated.The value we have used i lation for an empty and fully submerged eight foot(nominal) (231.42 square feet)was provided by the tank manufacturer: diameter, 10,000 gallon(nominal)capacity,double:walled, Area of trapezoidal-and circular fiberglass reinforced plastic(FRF)tank. end segments 24.39 square feet A.2 Weight of Materials. The weight of material Cylindrical body + 207.03 square feet ' decreases when submerged.For our purposes,we have used the following submerged weights for common materials: Total 231.42 square feet 1 0+ 2ft. L+ 4ft. � 4 4 ft.manway i d D 2 _....D L D - tank diameter L = Tank length •— • •�---' t = thickness of �� Q> Q �. reinforced concrete --- d depth of burial to bottom of L+aft. , reinforced concrete �? O k d _ •r.:. r;a.•�': •:,;:►!••,�...•�•���`F}a�;�i:.I%i, .i?:.�j�:Yr .Jr,.,C�•:�1. .'. 1..{,...:. D 2 Figure 31. Volumelweight values for hold-down calculations. The is-eight of overburden(shaded urea)provides a great Beal of the force ' available to oj)iet bzgt yanv% l 22 : / Recommended Practices for Installation of Underground Liquid Storage Systems A.4 Tank Displacement.The buoyant force to be over- d = Depth of overburden,2'10"(2,833 fee[) come is the total tank displacement, including the displace- h = (D -; 2) + d = (7.938 - 2) + 2.833 !i ment of the structure and attached manways. The following = 3.969 + 2,833 = 6.802 feet Calculations illustrate two methods of calculating displace- B 1 = Area of the concrete slab at grade, 1a ment.The method providing the larger value is more conser- 350 square feet(See 1A.5) vative and should be used. B2 = Reflected tank area, Method#1. The first method is to calculate the total space 231.42 square feet(See 1 A.3) occupied by the tank from data provided by the manufacturer. V = Tank displacement, 10;690 gallons Method#1 Cubes Gallons 1 (1429.12 cubic feet)(See 11A.4) Cylindrical tank body 2 M = Void in overburden(4' X 4'manway), Y y l, 90.67 9,654 41.85 cubic feet Two curved ends 113.28 848 . Two manways - 5.08 38 Total volume of overburden 1,409.03 10,340 = [(h 3)(81 + B2 + 131B2 )) Method #2. The second method is to add the space - [(V _ 2) + M) { occupied by the tank structure to the actual capacity of the = [(6.802 - 3)(350.00 + 231.42 )] tank, interstice,and manway' + f350.00 X 231.42- [(1429.12 - 2) + 41.851 Method#2 C.Pbic Feet Gallons _ 2.267(581.42 + �_80,9_/) -• (714.56 + 41,85) Inner tank structure 15.18 114 = 2.267 (581.42 + 284.60) - 756,41 ti Outer tank structure 15.75 118 = 2.267(866,02) - 756.41 Ribs(28) 1 9.42 70 1963.27 •- 756.41 Total tank structure 40.35 302 = 1206.86 cubic feet of overburden, Tank capacity 1,300.80 9,730 Total weight of overburden Tnierstiee capacity 82.89 620 = 1206.86 cubic feet x weight of backfill material Manway volume S.OR 38 l ,429.12 10,69Q (60 pounds per cubic foot) u; = 72,412 pounds The alternative result, 1,429.12 cubic feet(10,690 gallons), should be used since it is more conservative.The tank manu- A.8 Adequacy of Restraining Forces. The adequacy facturers should provide information on their tank dimen- of restraining forces is determined as follows: sions and capacity, on request. Total restraining forces,in pounds A.$ Reinforced Concrete Pad at Finished Grade. Weight of overburden 72,412 The eight-inch thick reinforced concrete pad extends two feet Concrete paving at grade(See AA.5) 20,440 beyond each end of the tank and extends one foot beyond Tank and manway weight, each side of the tank. The paving will be 10' x 35', 350 from manufacturers 5,000 square feet, 233.33 cubic feet. (350 square feet x 8 inches Submersible pump and riser, = 233.33 cubic feet.) Using the submerged weight of 87.6 from manufacturer 300 pounds per cubic foot, the total weight of the paving is Total 98,152 20,440 pounds. Total buoyant force to be overcome,in pounds A.6 Depth of Burial to Top of Tank.The depth of the Total displacement(9A.4,Method#2) overburden (backfill material)over the tank constitutes they greatest force for counteracting f]otation. The burial depth 1,429.12 cubic feet at the weight of water(62.4 pounds per cubic f6ot) 89,177 must also be sufficient to allow piping to be sloped to the tank at least a/a"per foot.Assuming that a total burial depth of 3'6" Excess of restraining forces over is sufficient for this purpose,we can make a trial calculation buoyant forces,in pounds 8,975 to determine if this combination of paving and burial depth will prevent floatout. A.9 Calculation of Safety Factor.The safety factor in A.7 Volume and Weight of Overburden. To deter- the example is 1.1 (99,152 =- 89,177). In addition,friction mine the depth of the overburden,it is necessary to deduct the factors,which have not been considered,add to the restraining thickness of the reinforced concrete paving from the depth of force and to the safety margin. If a higher safety margin is Ur . burial to the top of the tank,(3'6" - 8" = 2'!0"= 2.833 ft.). desired, burial depth can be increased or supplemental 4r+ We have assumed that pea gravel and sand have the same restraints provided. weight submerged,60 pounds per cubic foot.The volume of A.10 Effect of Adding One Foot to the Burial Depth. the overburden can•be calculated as follows: Adding one foot of burial depth adds significantly to the [(h - 3)(81 + B2 + B1B2)j - IN " 2) + Mj overburden. The addition of 17,371 pounds (89.783 •-- 72,412) increases the total restraining force to 115,523 Where: pounds and the safety factor to 1.3 (115,523 = 89,177),as D = Tank diameter,T 111/4"(7.938 feast) follows: 23 NOV 09 '90 13:33 PEI Recommended Practices 100-90 Where: {._--—50 n.—=-{ d= depth of overburden = 3'10" 3,833 feet _ h= (D 2) + d = (7.938 2) + 3.933 t = 3.969 + 3.833 = 7,802 feet cLJ All other factors remain the same as A.7. + 'Total volume of overburden Bonding wire = (7,802 -t- 3)(866,02) - 756.14 5 Anode = 2,601 (866.02) - 756.14 2252.52 - 756,14 •�� 1496,38 cubic foot of overburden Total weight of additional overburden - 1496.38 x 60 pounds per cubic foot = 89.783 -- 72,,412(See'¶A•7) 16"` :o0R t0•��3 ,20 = 17,371 60A4,Al 100 Total weight of restraining forces wit = 9$,152(Sec¶A.8) + 17,371 a-,..,._; — ono e.i,o•.rch 6amrtrt = 115,523 pounds. UseM0, POVA0 Comment Adding to burial depth also provides room for pitch- ing piping io the tank and protection from damage from Figure 38, Cathodic protection plan.A sketch of the insiallatiwt traffic with opproxitnair dintensio7ts is useful in determining the number A.11 Applicability.Factors vary by geographic loea- and size of galvanic anodes and bonding+vires. tion,material supplier,and equipment manufacturer.Factors and calculations used in our example are not intended to repro- sent good practice for a specific tank installation.They repre- sent a frame of reference for specific calculations.Manufac- greater the degree of electromotive force between the two turers' instructions should always be followed. Contact the metals,the more rapid the corrosion, tank manufacturer if any doubt exists as to whether a specific Corrosion cells may be formed when metal is in contact installation requires additional burial depth or supplemental with different nt soils. pipingisor example, xa pon nativesoil at the bottom t ion can result from restraints. placing y or ion concen- a trench. This is due to differences in oxygen trations between the undisturbed soil and the new backfill. Corrosion can also occur when a new steel tank is added to existing tanks in the same excavation.The differences in potential between the new and old structures may establish a circuit,with the new tank as the anode and the old tanks as the cathode. Accelerated corrosion of the new tank will result. APPENDIX B Bacterial .and basic metallurgical changes may also BACKGROUND' cause corrosion cells.Bacteria may cause changes in the soil, which develop into strong corrosion cells. Corrosion may CATHODIC PROTECTION also occur within the molecular structure of the metal. B.2 Stray Current Corrosion. Corrosion is also caused by stray direct currents from welding machines, )13.1 Galvanic Corrosion.Galvanic corrosion is the dete- power transmission lines,nearby cathodicaliy protected pipe: ✓!oration of a metal by direct or electrochemical o utilities, structures, railroads, urs when two disimiametal results from diret currents flowingunderground, from the its environment.Corrosion oce objects are placed in direct or electrical contact with each external power source,along the path of least resistance,and other. Four elements are required: an electrolyte, anode, back to the power source.Underground structures in the path cathode,and return circuit. In underground steel tank instal- of the currents can experience rapid deterioration.Protection cations, the moist soil*serves as the electrolyte. Anodes and often requires a detailed corrosion survey and a specifically cathodes develop on the tank and piping,or between the tank designed cathodic protection system. corrosion is deter- system and more noble metals.The return circuit is provided B.3 Rate of Corrosion.The rate of by the conductivity of the metal structure. The dissimilar- mined by many factors:the relative size and potential of the metal factor could be a difference in the metallurgical chase- anode and cathode,the resistivity of the soil,the presence of teristics of the same Structure,or the presence of a different organic chemicals and salts,stresses present in the structure, metal.Current-flows from the metal of higher electromotive and the amount of current from the external power source."Cho activity (anode), toward the metal of lower electromotive smaller the anodic area in relation to the cathode.the faster the 24 -�esrw 4r-,✓,via & Nd 0 Substitute foT 0 0 0 Product o ct Compatibility 3 Q ❑ TANKS are ` QUALITY, PRE-ENGINEERED}compatible with virtually all Elam- ., TSMSHIP, PROVEN PROTECTIOY mable and combustible liquids. HATl��ge����.gg�ggy Incompatibility with products stored, however, can be a problem with.FRP tanks especially fuels with t . alcohol blends. awj 01 The P3 tank is available in overa"` Sn"25 standard sizes from 510 to °f , r' � � �3W50,000 gallon capacity. n The proven sti-P3 System provides 3. Galvanic anodes are attached to each . the structural integrity and product tank to reverse the current flow, sac- compatibility of steel together with riftcing themselves to further protect `p y; comprehensive corrosion protection. the tank from corrosion. These tanks are designed and manu Sti-P3 tanks are manufactured ® factured to provide safe and depend under strict quality control procedures �, E-ENGNEEREn able storage. and are subject to inspection by Under- vEN'pao During 1986, over 30,000 sti-P3 writers Laboratories and Steel Tank tanks were installed.That's six out of Institute inspectors.These tanks are '' ✓ r fib'` every ten.There must be a reason for backed with a 30-year limited warranty r r this overwhelming preference in the from the Steel Tank Institute. face of ever tightening environmental g g Mass. Engineering is the largest tank � ,1a� ; regulations,and an increasingly difficult manufacturer and sti-P3 tank fabricator �! liability environment. in New England being in the tank busi- ��-a. �'S- �,.�.�. • ��{�' • .��.. _ ness for over sixty ears. THE REASON IS sti-P3 STRENGTH. Y Y The sti-P3 Steel Uriderg round Stor- Structuralifailure is the'leading c"�_au ee_of.-,.? Go with the Quality, Craftsmanship, leaks—in un e�i round tanks according age Tank fulfills a113 requirements of g g;. and Integrity. g q To the=:X-_J 1I t 1F�e Structural Integrity Sti-P3 tanks have a 30 year limited the Federal Law(P.L.)98-616. ofsteel is long proven. STEEL is strong. warranty. 1.) Structural Integrity �'The corrosion-resistarice of sti-P3�Tanks g tI' Contact our Sales Department for Chas resu ted in the industry's only no • 2.) Product Compatibility r Teak record. - � Additional Information. 3.) Corrosion Resistance GO WITH THE STRENGTH, GO WI `I sti-P3. � t The Hazardous&Federal Waste Amendments The sti-P3 system is a 3-part pre "x y � r S PL-98 616 the RCRA reg� es all new tanks:be de -: a r engineered, self-activating corrosion , V ground storage signed in a manner rr+ s'P -r• u� c protection system. h (+ ito prevent release of the product stored and that P Y lr st � i this design take a three step approach to prevent ,.,�F,� 1. A dielectric coating, applied over a tank leaks ` � properly blasted surface,protects Tank$must be: a against attack from a ressive soil a g aggressive a y a) stn�cturallysound conditions and reduces the current •T b)wirosion resistant : r demand on the sacrificial anodes '' ' roducl cPom abble P a ,, ., - thereby increasing the Life of the .. 1 Y g _Civil: enalues x p tom,- �': x cathodic protection system. �IFailure to comply wuh this law can bring n r ar G + e11 lees of u to S 10 000 00 Fede'ral er tank E µ ,,,r ,� p 2. Dielectric bushings isolate the tank av�l penalties-.'and=addiiional.and localt x P { from connecting steel pipes, pre a venting stray currents from,entering 4 the tank and eliminatingunneces Protect our investment,protect Y p sar y anode current drain. � - r � r= yourself Go with the strength,go with sti-P3 protection. ` 1 f November 5, 1990 Tom: N The Barn4fble Marine Servise Inc. of Barn rafble Harbor are replacing two 5000 gal adjacent underground fuel tanks,one gasoline and one diesel, with one 8000 gal underground,double compartment,double walled steel tank. They would like to locate this new tank where the present tanks arp now.'The problem is that they do not meet the requirement our tak+egulations : Section 11 :five feet above MIDI: The have 7' depth from surface Also because of being surrounded by water and limited land area they can not meet the five hundred feet distance from surface water. Ed INq 0 PLeose qz 4 . /11 acaQaa �c�aod•a RD a0068 ( a (9 an0@) a 00 B A R N S T A B L E -M A S S A C, H U °S E J T S — 0 2 6 3 0 BARNSTABLE HARBOR Telephone - 617-362-3811 November 2 , 1990 Mr . Ed Barry Board of Health, Town of Barnstable Dear Mr. Barry : The attached sketch is - intended to answer the questions you raised last week regarding our proposed tank replacement . I have done my best to draw everything to scale . 1 ) We had Down Gape ,Engineering take a boring -about `30 ' from the,-tahke i site, as indicated on the sketch. . Water was encountered at a depth of about 71 . It does not appear to fluctuate with the tide . The tanks now in the ground required an excavation of at least 10 ' below grade; no water was found at that depth when they were installed in: 1972 . 2 ) The current tank location is-about 75 ' from MHW. Our-property is surrounded by water, and is 5401. at its greatest width. The property ' s midpoint, providing the greatest possible setback from the water, is under a building. While it may seem that we could improve the setback by about 60 ' by situating the tanks in the middle of the boatyard, please remember that we move boats on a .20-ton lift to all the locations indicated on the sketch. (The area over which boats are moved is cross- hatched in purple. ) I would suggest that •the tanks are safest where they are not subjected to such heavy traffic and are not obstructed by drydocked boats . HEADQUARTERS FOR CAPE COD BAY TRAVE LIFT- 15 TON INSIDE AND OUTSIDE STORAGE INTERNATIONAL PAINTS SPORT FISHING HULL AND ENGINE REPAIRS MARINE HARDWARE I hope this information resolves the issues which you raised regarding the project . Please let me know if you need anything else. Thank you. Kathleen H. anDuzer , TOWP;' OF BARNSTABLE - UNDERGROUND FUEL AND CHEMICAL STORAGE REGISTRATION MAP NO. PARCEL NO. Z/ ADDRESS OF TANK: �ll�cVCu/ VILLAGE: bartisfuljlC— MAILING ADDRESS ( I F DIFFERENT FROM ABOVE) : �� I3E�C 3IyL rUrll`�h/l l�I D3O OWNER NAME: `T�llr► '1z�l�l���"dal-1I��. �2.ro CQ_ Inc _ PHONE: k INSTALLATION DATE: f2l(.1nried ©V• lclqOBY: 71Mn , h� INSTALLER ADDRESS: hJe y_4-e tire- kir f7C1V' ri_ K-A D)_7! j,,. CERT.NO. *TANK LOCATION: /n L'OPif cif r'1CLill C� �DLI�ICIIY1G DQ CR I OQ TA K LOCATION I TH maom o-r TO isU I LD I NO CAPACITY e,(W 'TTYPE OF TANK ed- AGE rlaW YRS. (!�EL CHEMICAL Ck1 Q Q TESTING CERTIFICATION [ ] PASS [ ] FAIL DATE LEAK DETECTION [ ] CHECK IF N/A TYPE/BRAND ��d�i"- TLS - 2-S�L_ ZONE OF CONTRIBUTION [ ] YES [ ] NO DATE TO BE REMOVED FIRE DEPT. PERMIT ISSUED [ ] YES [ ] NO DATE CONSERVATION DI D [ ] CHECOKelIF N/A DATE Abril 17 1gg0 BOARD OF HEALTH TAG NO. ] DATE PLEASE PROVIDE A SKETCH SHOWING THE TANK LOCATION ON THE BACK OF THIS CARD Y C ti r Q ff3WG3G9 V1% ) @= W` 1%( 009 913IV0@ 9 0GflQ3 B A R N S T A B L E -M A S S A C `'H U "S E T T . S — 0 2 6 3 0' BARNSTABLE HARBOR Telephone — 617-362-3811 October 25., 1990 Dr. Ed Barry Barnstable Board of Health Dear Dr. Barry: Attached are the materials you requested regarding the. replacement of our fuel tanks here at Barnstable Marine Service . I have included copies or the site plan, the contractor ' s certification from the tank manufacturer, and the brochures on the tank and the leak detection system. This is .the same information we have 4 provided to Chief Jones of the Barnstable Fire Department. Please let me know if there is anything else you need . /Thank you. Kate VanDuzer ' HEADQUARTERS FOR CAPE COD BAY TRAVELIFT- 15 TON INSIDE AND OUTSIDE STORAGE INTERNATIONAL PAINTS SPORT FISHING HULL AND ENGINE REPAIRS MARINE HARDWARE 4. i •._ 1 SS S( Ti'., y�.'{ t :A h f � :,d h t� 9 -1 A3$hT ly } s.st . �i rr,�i n r 71 13 r \\ \ 4 i; _ - , m r BARNSTABLE MARlN� SERVICE CP P.O. 60X 366 BARNSTABLE, MASS. .92636 .: f� I .... .. ,_ ` , -, -, .... 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'_ � '':,t -;� ".",: ,t�4,.,.!,,,,,i, ,�F.�� , -.0-,JE, I:I�_,I."' ��-,4'�.�"",," "��,::�...!,�i � .�,',,,,,�t�,'.!.-,.:�.I,,;�.1 I i'.1-11.1,`-.1."`-- . ��..�!�_,�,� . ;,:;i i'l `� � . ;1 1, - 1-1--11_ , . , - ......Ir. - - , * ; - . - , ` li:��'. ._ I '4 , , I �i�: 1:..-.F;-4,F*.-, - .:::,��..'.�` L., c:,�'�:,-� . - - :�.� _ .. ". - - ,. . - .11, I- � . - - .1 , % - - .-_�..,i-. - � .. ..-..;...:_.,.� .. .: " - . _ -!. ___ � �4i,t.�., ` 1 -- �,:�"*-. - . , .. -�_ - -1 '1' ,"-- �� � , _, -, , ., � � �., .: k-P.7',�� �.-,,�!,T7�.�.-,,��---:-.---�,,�� .- . - , .. - - " . ,. �� . - ,., 7 r �.,.,�--.,_�..!�,,�,'.��: . . , ..... -, . -.-,,.�, .,�.* - . ,. � . I . . . PRE-ENGINEERED • PROVEN PROTECTION O e e 1.0 Excavation and Bedding The tank shall not be placed on any other hard or sharp material that can cause deformation of the tank or 1.1 The excavation shall be free from any hard or sharp damage to the coating. material that may cause damage to the tank coating. (Care shall be taken during installation that foreign - —� OPTIONAL 'a matter is not introduced into the excavation or backfill.): ` ANCHSTRA R THREADED lht _ ADJUSTMEN > 1.2 The bottom of the-excavation shall be covered with clean -, INSULATING ROD Rd .. sand or gravel to a depth of one foot,suitably graded ` MATERIAL = and leveled. FAR r •• PA{-{NOINt{11{D i REMOVE LARGE OR SHARP ROCK FROM EXCAVATION ANCHOR „ 1' MINIMUM 1' MINIMUM BOLT '' 4, 4m. ' G MINIMUM gyp ��, ..Q •. :. R... ..., ,.,. ..e:., . ��, s , SLOPE AS °'� { ,�r�,' ' ` �..•�' DETERMINED' BY SOIL TYPE ¢ , -►�;�' 1d� � 1.5 If installation area is in a tidal area,the tank"bedding" R. �; r `��" ��..� "` material should be fine gravel or pea gravel, rather than sand. SAND,MU "�` yy �i� ^�JJj � PEA GRAVEL 2.0 Above Ground Air Test ,���,. �.��, • t . . -�OR CRUSHED STONE ;•..r. . 2.1 The temporary plugs and thread protectors installed by 1.3 The excavation shall extend a distance of at least one the manufacturer shall be removed.Apply compatible, foot around the perimeter of the tank providing sufficient non-hardening pipe sealant to internal bushing threads. clearance for anodes. Permanent metal plugs shall be installed at all unused openings. 1' MINIMUM 1' MINIMUM 2.2 The dielectric bushings in sti-P?tanks shall not be removed from the unused openings. Plugs used to I temporarily seal the tank for the above ground air test but later removed for pipe installation shall not be over-tightened. Care shall be taken not to crossthread or damage the nonmetallic bushings when replacing plugs or installing required tank piping. rt`yl`"1ymi tY{ti Yxs SQypf DvA frlyf" �a� yis� y�: . tz t � { ��FSI-T nh13t� 14�i�.`�.�49�(��.. h�� r f/i f�•Y�g.� - •i}yC,�•l t+M,.7! rrtJ.d F rri{}•ffl+ ,r'..R�• i �. •i 1.,i t �j Cd .w. .Y��% '� t,: ,.-.� � , �`���• • �� v v ��� Y s�n,��3��3. NYLON �vl,.rr13,i)b�i�5{ r • � ..yd E lar� 1 4s�i �r i 4 r.�' - _ BUSHING r F•+.��slr '��r� •�' ��a;3}�� 1 �j7 }� '^�K�iy.I�U;�+x.'SiP" '' - .; ,.. .. .. +' fl pp t w4yr;�, z ;,••tt ,fib .r,;�L.y�r?�re,t;F /' �. Cyr.4Y'Y,4� .fir. ' �'k � �:n + 'Jr'� :�7J ��' .�' ?�:..•1{,';:•:•:$,•.r,•'x••„rr•rr r 1.4 Where anchoring by means of a conciete slab is required, c' m the tank must-not be placed directly,on the pad.A layer APPLY U.L. CLASSIFIED NOTE:FULL INSERTION i of fine or pea gravel, sand or No.'8 crushed stone.(No.,81 PIPE SEALANT TO THE OF PIPE OR PLUG TO coarse aggregate ASTM-448)at least 6 inches deep ENTIRE SURFACE OF CREATE"ELECTRICAL must be spread evenly over the dimensions of the pad to THE FEMALE NYLON ISOLATING GASKET" separate the tank from the pad. '' BUSHING THREAD BARNSTABLE MARINE SERVICE, INC. p.0. BOX 366 BARNSTABLE, MASS. 02630 i i 2.3 An air test of the tank above ground is required. Pressure 5.0 Tank Handling should not exceed 5 pounds per-square-inch(PSIG) while a soap solution is applied to weld seams. 5.1 Equipment to lift the tank shall be of adequate size to lift and lower the tank without dragging and dropping to I ABOVE GROUND AIR TEST ensure no damage to the tank or the coating. 5.2 Tanks shall be carefully lifted and lowered by use of cables or chains of adequate length attached to the lift- .¢ ing lugs provided.A spreader bar should be used where "gydP° necessary. Under no circumstances use chains or slings •.: a::F, �R,>, a around the tank shell. it? s :.: . •.:::...::::..... NOT LESS THAN 450 • 9 1 1 2.4 Dual wall tanks will require different air pressure testing procedures. Do not connect a high pressure air line- directly to the interstitial monitoring port.Vacuum testing +t+ of the interstitial space of a dual wall tank can be used O in lieu of or in addition to the air test procedure. Consult ; tank fabricator for air test recommendations. Do not 1 apply a vacuum to the primary tank or a single wall tank. 1 PEI/RP 100-87 also provides guidelines. 2.5 Take necessary safety precautions during air tests. Do not leave tanks unattended. 6.0 Anode Integrity 3.0 Before placing the tank in the excavation, all dirt clods 6.1 sti-P3®tanks may be equipped with either zinc or mag and similar foreign matter shall be cleaned from the tank, nesium anodes.Whereas magnesium anodes are de- and areas of coating damage shall be repaired with a signed only for installation in soil resistivities of 2000 touch-up coating provided. ohms-cm or greater,zinc anodes are effective in all soil 3.1 Clean damaged coating areas through removal of sur- resistivities. face rust, dirt, contaminants and disbonded coating .6.2 After an sti-P3@ tank has been placed in the excavation, prior to application of touch-up coating (See SSPC SP-2 if anode is connected by a lead wire, attachment to the "Hand Tool Cleaning"or SP-3"Power Tool Cleaning"for tank shall be checked to assure this connection has not additional guidance). been damaged:Where damaged,the connection must be reestablished in strict accordance with sti-P3® specifications. \ C '® s? 3 P�01ro : i TANK SURFACE TOUCH-UP 4.0 When so shipped, remove protective plastic covering from weld-on zinc anodes to assure proper anode operation. Verify integrity of anode connection prior p to backfill. F®R . P PROdEa 7.0 Anchoring 7.1 High water tables or partially flooded excavation sites exert significant buoyant forces on tanks. Buoyant forces St�,P3 are partially resisted by the weight of the tank, the back fill and the pavement atop the tank.Additional buoyant restraint when required is obtained by using properly p 1 designed hold down straps in conjunction with concrete - 9 oo NOT REMovE c on eAc'oR hold down slabs or deadman anchors.The use of steel, . :'':CARDBOARD BOX AROUND ANODE:: cable and.round bar as hold down straps is prohibited. a• PONE SERVICE) BARt4S-f ABLE p.O. BOX 366 BARNSTA.BLE, MASS' 02.630' r 7.2 Special care should be exercised when installing hold t'«'rc3, , SPECIAL CARE are p down straps to ensure that the strapsseparated from _�-� . AND TAMPING the tank by a separating pad made of inert insulating AROUND THE ANODE dielectric material.The separating ad should be wider <<<w= than where the hold down straps would come into direct contact with the tank shell. INSULATING ANCHORING MATERIAL STRAP 4 O Steel y�5\ ? ,r..�.;^�.5...°'�'.. °d�:•.o;0>0;.°°.:'F.o..000•�y0'Pe�:o:...:o:Ai018',^:efS!P e•'0'Qo-,• •O..e C °.5�.:o P o4'°:O:°moo. :°°• °:'O:•o�eo.dQ,ea. .'°'°'•.Q�J.: atii °,•z Q 4 a ",•.1-1� L,, C; 3 - u 1 � {n1.• tr.Tin�Tt �.- {�. .1 111�`'C I ZJgc �'�.�i'}•A - {�Ff l'K �4' S•r .�a,s�•�� y �,�yi• i PRE-ENGINEERED SS{ Itl4,,� T'Y •�/• �...•I-?.. a! .iifiv 1..P,�T J. Y 'e'S}`'(J 3yf�i...' PROVEN PROTECTION 8•3 Prior to backfilling top of tank, all openings shall be visually inspected to assure that the sti-P38 dielectric stl Pa nylon bushings remain in place.Where flanged openings have been used,the dielectric isolation shall be con- a continuity tester. No current shallpa ssfirmed with i Iec tri flan ges.es. Dielectric thr ugh the factory installed d isolation is required to assure tank integrity. THE USE OF STEEL CABLE AND ROUND BAR AS HOLD DOWN STRAPS IS PROHIBITED S i • 4 8.0 Backfilling 9.0 Final Air Test , 8.1 Backf ill consisting of clean sand, gravel,or other non- corrosive inert materials similar to the bedding material 9.1 Install required tank piping using compatible non- shall be installed around the entire tank to create a uni- hardening sealant,taking care not to crossthread or form homogeneous environment. damage the nonmetallic bushings.Torque of 400 to i _ 1,000 ft-lbs may be required to fully insert pipe. 8.2 Special care shall be taken when installing Backfill along the bottom sides of the tank to ensure that the tank is fully 9.2 Where air or hydrostatic testing is required after installa- and evenly supported around the bottom quadrant. tion,the pressure applied'shall not be in excess of 5 pounds per-square-inch(PSIG)as measured at the top of 3 the tank. 10°0 Tank Monitoring System Installation SPECIAL BACKFILL PLACEMENT REQUIRED i"I ' 10.1 Each tank shall have a cathodic protection monitoring station(PP2, PP, or other)installed-in such a way so that there will be at least a tank structure lead easily access T, �ti s�♦ . SSt �. 9 P Y °1 „ �;, •', ♦ a,�t !�}, ible and identifiable at the finish grade and provide easy ♦ ` t:il placement of a reference electrode during monitoring. g 10.2 If your tank is equipped with a Protection Prover 2', prior YI{ti`'�, a? If 'rti to completion of the backfill, the monitoring terminal . ' F located near the top of the tank must be positioned as _ '� X•J�;.�.il� j vS• yy' �.�.� fOIIOWS: r r]' 10.3 Select a terminal location on a pipe near grade that will be accessible through a grade manhole upon comple- tion , •kT 1 ,14 v `,� t:. MI `,�.�vo�„.I *f {Ss ,��t '1y` FRONT 10.4 Loosen thelblacck nylon pipe lashing by releasing the locking tab. Uncoil enough lead wire from the tank. mounting lug to reach the terminal location with an additional 4 feet of slack. t - O.goll 36& 6�s 30 P. �P.5 BARcas��� 10.5 Secure the PP2 terminal to the pipe by tightening the black nylon pipe lashing.The lead wire terminations shall remain sealed. ®0 PP' TERMINAL(LOCATION TO BE ACCESSIBLE THROUGH GRADE MANHOLE) 1x •« � t7�• r PIPE LASHING ,:fi;rk.,:iry '` :,+ = e:t •:� `,°,... aS rJi , ++ ;6"REINFORCED VAPOR RECOVERY, f bill ; ,' �,. yf •• :CONCRETE PUMP SUCTION, OR 8"ASPHALTS Y4!•yFS»4ii:Jy dl��'i� f .: ' PUMP DISCHARGE ,� '�', w i f�T u + I FILL, OR OTHER ��'���w-�:rr��3�� �::':�:., [Ii-P3' '• ?ram,�f'��' ACCESSIBLE PIPE �}►�Yl'��g2��v�;� ri��«.�, •. �zw ka,�py x �� ,��' 1"'Y•>y�e`%�..�•.�`yS"�q/''lzr�j S�;v. hLyr p+l�1+'I. 'ft fi y?42�✓.'T i,>)T„� !� • 'P MOUNTING 13.0 All tanks must be monitored to assure proper cathodic LUG protection of the tank. Monitoring shall be accomplished TANK SHELL by taking structure to soil voltage readings within 6. months after installation, and then in 3 year intervals for the life of the installation. Follow applicable local, state, 10.6 Route wire to avoid strain or breakage during backfill. and federal regulations for additional tank monitoring Do not cover PP2 terminal with backfill material. requirements. 10.7 If the tank is equipped with a Protection Prover 1'moni- toring system,which includes a monitoring test station a tank, prior to an ba ckfillin mounted at the end of theta , p y gl ;:•VOLTMETER r e level the monitoring system to 4 below ad extend 9 •''®��� 9 Y �-FP2 Th P P e f h moun ting in bracket. in i tot e with without pu lling t out �0 p 9 9 test station sh all be prot ected db a grade manhole of REFERENCE�'' 71//"minimum diameter. _ CELL Osm ♦ a PRE.[NOINlFRlO T STRUC URE 4 LEADS TIaN RAISE TO PROT[C GRADE r Rt 1P 7 ' I - PLASTIC PIPE II 14.0 Obtain tank to soil potential readings with a high imped- ance voltmeter and a copper/copper sulfate reference PP-1®TERMINAL METAL electrode placed immediately above the tank in soil. WITHOUT PLATE Generally a reading more negative than —850 millivolts COVER indicates the tank is protected. Reference NACE ANODE 1 RP-02-85 for more specifics on protection criteria. LEAD WIRED-ON ANODE µ.. 11.0 Contact between the steel tank and all other structures, " such as external and internal piping, pumps,valves, gauge and monitoring equipment, and grounding sys- tems will nullify the cathodic protection design. Prior to backfill,.a simple continuity test between the tank lead PRODUCT wire and eachaconnected system will verify the electrical ; :: a:..:_'::;k.•: PIPE :�:o,Q.e,. q',ro:•: o':a.;';ob;ag' ':; ..� isolation. Continuity.'shall not be present. After backfill, volt- impedance wi h a hi h h ked t c ec canbe continuity 9 met er b Y'fixin a co pp er/coPpe r.sulfate to referen ce cel l other wi h the of e I r `"res t I t ucfu a s h it and contacting int eso by. f nce ce ll. h eee n move the r r wire. Do of m o voltmeter lead e Potential differences between the tank to soi l and all other structures to soil must exceed 3 millivolts to verify TANK electrical isolation. 12.0 Homogeneous backfill shall be deposited carefully (NOTE:Grounded Sti-P3®tanks will impact cathodic around tank and to a depth of at least one foot over tank protection effectiveness and monitoring readings.) to avoid damage to coating especially where tamping is required. (See NFPA 30 and state or local codes fora minimum depth of cover required.) ot. 0 ti o BPR�S�A6 ©ED PpE-ENOINEOED Sti-P3o NYLON BUSHO GS n PRE-ENGINE uV u I� tl� The nylon bushing is a dielectric threaded gasket for underground steel storage PROVEN PROTECTION tanks With the sfi-P o corrosion control system. - PROVEN PROTECTION The chemical resistance,dielectric properties,and overall underground fuel tank will tend to expand due to its ab- strength of the nylon,coupled with thread design that ef- sorption properties, which will create and maintain a fectively eliminates the risk of cross threading,make the leak-tight seal: sti-P o nylon bushing an excellent component for the electrical isolation of the sfi-P30 corrosion control system. Tanks may exhibit slight'air leaks at the fittings during above-ground air testing.Additional torque can be ap- Nylon is strong,tough,and relatively stiff over a wide tem- plied to the bushing or fitting to effect a positive leakproof perature range, while maintaining good resistance to seal. abrasion from repeated impact and most chemicals. To assure a leak-tight seal the Installer must use an ap- All nylons are hygroscopic•and will absorb water and proved sealant,and tighten the plug or pipe to its maxi- hydrocarbons. This process plasficizes the nylon adding' mum tightness.The nylon bushing will.then perform like a toughness and resulting in slight dimensional changes gasket. without affecfing the polymer. A nylon bushing. in an, INSTALLATION INSTRUCTIONS 1. Nylon bushings are threaded electrical insulafing gaskets.They are designed toprovide a leak-proof seal when all final installation piping is completely,tightened. ; 7 2. Remove all factory installed plugs and thread protectors.Clean internal pipe thread. 3• Fill all internal pipe threads with approved pipe sealant.Nylon,having a very smooth surface,will not spread the pipe sealant into the steel pipe threads.Complete filling of all internal threads will produce an air-tight seal more efficiently. . 4. Apply sealant and install all permanent plugs and desired piping into the preselected openings,and tighten . them fully.These fittings will not be removed after the above ground air test. `• 5• Install all temporary plugs and air-test apparatus into the designated openings.Application of a light layer of oil or " grease to the male threads of these fittings will help facilitate easy removal after the air test. b• Perform the air test as described in the sti-P o installation procedures and by local regulations.During the test ad- ditional tightening may be required at the fittings. 7• Immediately after the air test,remove the air test apparatus from the tank,clean the internal thread,and install a temporary plug in the opening until piping is to be installed. 8. When installing piping,remove temporary plugs and clean internal threads.Apply approved pipe sealant to all threads and install the piping as required. , 9. Nylon is softer than steel and can be damaged by cross threading at the time of piping installation or by undue ; stresses placed on the piping during backfill process.All piping must be connected with the proper swing joints or • flexible connectors to prevent undue strain to both the nylon bushing and piping system from ground move ments due to construction and/or deep ground frost. .F. d ` J Nylon Bushing for Electrical Insulation z` e of sti-P3@ Underground Tanks. INSTALLATION INSTRUCTIONS-Tank Installation Site Follow these instructions to achieve leak-tight nylon bushing installation Apply 1.11 classified compatible pipe sealant to the entire surface i4 of the female nylon bushing thread. Install final fittings and piping into nylon bushing. Leave plugs in unused fittings. Tighten all fittings,piping and plugs with a pipe wrench. Z z LT\-e off all piping and pressure test. iping,plugs and bushings with soap solution. +� N Vj n fittings,piping and plugs until all leaks are sealed. �3 n (Pipe wrench extension may be necessary) FIR CD L a V Use extreme caution when removing fittings, piping, or plugs after air test. Damage to the nylon bushing may result. If changes in fittings are necessary a new nylon bushing may be required; contact tank manufacturer for details. Nylon bushings are "threaded insulating gaskets" and must be thoroughly tightened at time of final system installation. PRE-ENGINEERED • PROVEN PROTECTION 0 i 1 OWNER OF TANK: sti-P3®Label No. LOCATION OF TANK: Date YES, NO YES NO Handling Backfill 4 Is equipment of adequate size and capac- — — Has homogeneous backfill consisting of _ — ity to lift and lower the tank without dragg- clean sand,gravel,or other non-corrosive, ing or dropping the tank? inert material been used? Has repair of all damaged coating areas - — Has backfill been placed along sides of — — such as scratches and holidays been ' tank to ensure full support along the tank's made with compatible coating? bottom quadrant? Tanks may be shipped with or without a _ Pipe Connections plastic wrap on the weld-on zinc anode. Has electrical isolation of flanged con- Has the plastic wrap been removed? nections been verified with a continuity Excavation tester? When no anchoring is required, has the site — — Prior to backfilling over tank top, but after been excavated deep enough to enable 1 piping to the tank, has electrical isolation of foot of clean sand or gravel to act as bed- tank from all equipment been verified?No ing material between native soil and tank? continuity shall be present. Do burial depths meet minimum code re- _ _ Tank Monitoring quirements(such as NFPA 30)? Has the cathodic protection monitoring — Testing station been installed and brought to Has the tank been air-tested at 5 PSIG _ _ grade?Does it allow for access to the soil while applying soap solution onto weld above the tank as installed? seams and fittings to check for leaks? . Obtain tank to soil potential readings with a — — —or has a vacuum test been performed high impedance voltmeter and a in accordance with the fabricator's copper/copper sulfate reference electrode instructions? placed immediately above the tank in soil in Have all local and state testing require- _ several locations. ments been performed? Does the meter read more negative than Anchoring —850 millivolts? (Check one) Have all other facets of the tank installation ' Not applicable to this site been made in accordance with sti-P3® Deadman anchors used instructions? Concrete pad Soil and pavement overburden will hold If"No"is answered to any of the above questions, please down'tank(Ref. PEI/RP 100-87) explain below: When anchoring with a concrete hold down pad,has a minimum 6"layer of pea gravel, sand,or No. 8 crushed stone been spread evenly over the concrete pad dimensions to separate tank from pad? When deadman anchors or hold down _ Signature and Title of Installing Foreman and/or Project pads are used, have hold down straps Engineer been separated from the.tank by an inert, insulating dielectric material at leis0. '. wider than the steel hold down straps? Is tank electrically isolated from the hold down strap? Installing Contractor NOTE:This checklist Includes certain keysteps In the proper installation of the sti-P tank and is intended only as an P P Pe s y aid to tank Installers who are knowledgeable and experienced in underground tank installation.Compliance herewith does not necessarily meet the requirements of all applicable federal,state and local laws,regulations ; and ordinances concerning tank installation. G�� Some of the specifications and recommended practices - referenced in this publication have been contributed by the industry organizations listed below: • Petroleum Equipment Institute(PEI) Recommended Practices for Installation of Underground Liquid Storage Systems PEI/RP 100-87 •American Petroleum Institute Installation of Underground Petroleum Storage Systems API/RP 1615 •National Fire Protection Association Flammable and Combustible Liquids Code NFPA 30 x •Western Fire Chiefs Association Uniform Fire Code 1985 Edition •National Association of Corrosion Engineers Control of External Corrosion on Metallic Buried, i Partially Buried,or Submerged Liquid Storage Systems NACE RP-02-85 i; •Steel Structures Painting Council Surface Preparation Specification No.2 "Hand Tool Cleaning"(SP-2)and No.3 r "Power Tool Cleaning"(SP-3) l I h Steed ; . t Wank r Instigate ( 728 Anthony Trail Northbrook, IL 60062 312/498-1980 ,� Item Na 13-50 50M/1288 0 �o PC! r i ' I ', ��. .1't II i i' i i••Ct; •i.i.i i'' i i••a: i�...� r•. i \•\tCt .1,�.;iri/:, :•i�•iC:� ; ...r�r;�I .-i�••\t �..�r�;.. �i�i��•.tt f� ; !!! r .,. :• ••t. ::!!! r .,. i• •••t rllr rrr„ ,i\•�\•t. . //r �••.`� �:!!!r / . \ o;::�t r:.!!r �::;; •!II,r ,,•4•,....?. •//Ir,l ,,\w� ,... .!IIr': '.`th!.... !,//. .�,•w, •IIIr; •�t\w. •• .!Ili': ��•\. .�. •iiiii' tiiCtt,.'�ri i iit %i'tSYI. ��Ci:; .iYI'I•, tii2t�,.;ii�i• \ Cit iii•i., \ •t o�.���.t., „1P, •6' I '•'.'.. Ir •'.`��. .t•;�'. ,•?�•..• •b �.`..• .wit• .•�,• _. ••�.iii ..;=: stIl�I 3° Linuted Warranty •r'= The STEEL TANK_ INSURANCE COMPANY ("STICO") warrants the sti-R� tank for 30 yearn followin deliver of the tank, against tank failure caused b : (i) crackin breakup or collapse; and 1i) �,.. S. Y Y g� p p (� corrosion caused by reaction of the tank with its.soil environment; and (iii) internal corrosion for those. = tanks equipped•with wear plates and used to store heating or motor fuels, including alcohols, and other. -,•:. compatible chemicals. In addition, the sti-P,1 Licensee, warrants the tank against failure due to defective f materials and workmanship for 1 year following the delivery of the tank.. Each such limited warranty is subject to the following conditions: 1. The sti-P,° tank must be: (i) the original underground installation within the Continental United States - of America, Alaska, Hawaii, and the Commonwealth of Puerto Rico; (ii) fabricated by an sti-P,@ Licensee ("Licensee") in accordance with the applicable sti-P,@ specifications; and (iii) installed and maintained in accordance with applicable sti-P,o installation instructions, which are printed in full on "• ==` the reverse side, and applicable codes and regulations. 2. This limited warranty is not valid unless and until the warranty validation card is fully completed by :•:•.•=f the ultimate purchaser and returned to Steel Tank Institute("STI") within 30 days after the date of in- stallation or 90 days after the licensee's shipment, as reflected on the warranty validation card, _ whichever comes first. '= 3.To permit Warrantors to fulfill the terms of this limited warranty, the purchaser represents and agrees that; upon discovery of a suspected tank failure or leak covered by the warranty, the purchaser shalli :==r give STl and the Licensee written notice thereof sufficient to permit them to inspect the tank site prior to and during excavation and the tank itself thereafter. Such notice to STI and the licensee shall be deemed notice to STICO. r 4.. Warrantors obligations under this warranty shall be limited to, at their option: (i) repair of the original' :; .r• tank; (ii) delivery of a replacement tank of approximately the same size; design, quality of material =,f and workmanship as the original tank; or(iii) refund of the original purchase price. Warrantors shall ' not be liable for: (i) failure of the piping system connected with the steel tank; (ii) labor or other in- , i ;• stallation costs of any replacement tank; nor (iii) any indirect or consequential damages to person or %',t•.7 property resulting from failure of the tank. , 5. The exclusion of indirect or consequential damages; as set forth in Paragraph 4, and the limitation of ,. implied warranties, as set forth in the following paragraph, may not be applicable to purchasers who are deemed "consumers" and who reside in states that do not allow the litriitation.of implied warran- ties or the exclusion of indirect or consequential damages'otherwise applicable to consumers. Moreover, if you are deemed a "consumer;" you may have specific legal rights in addition to those set forth in this warranty, which rights vary from state to state: 6. THE FOREGOING LIMITED WARRANTY IS THE ONLY WARRANTY MADE. NO OTHER WARRANTY OF ANY KIND, EXPRESS OR IMPLIED, AND ALL WARRANTIES OF MER- CHANTABILITY AND FITNESS FOR A PARTICULAR PURPOSE WHICH EXCEED THE AFORESAID OBLIGATIONS ARE HEREBY DISCLAIMED BY THE WARRANTORS AND EXCLUDED FROM THIS AGREEMENT OF LIMITED WARRANTY. ^ �� �lvE� MOMS OST A11L P'. U Steel Tank Institute,P.O.Box 4020,Northbrook,Illinois 60065,708/498-1980 '$�qA� 06 Effective with installations on or after August 1,1988. t 8/1/88 ;t i•• ,,,{..r •.,,I•i i'�`ti. •..�.ii. :�iC••�ti; 'r i•>ii:'r;: .ii•t�\'; 'i••'i•.'iiiirt: •`\`V. l•'i'I• C•4`•. ;r•• ,•i\\\ I�i .'.III%�rr%::t���•�•�. '.•Ilr.ir ' �..•\�\`' 'r•IIII.. .t,•\�.`. ',tIIIIII�. ti•i�\�•�•., .'•tII%iii%,::��.�•\'•�•. ''�Il ilif^•_ :::i:•.'��i: ::'j.••!!!!�' ��:::�' qti; ;i j•,•�i!!�tr�::i�•�•,,i !�i j•�•�%!!IS :!�:iii•�•����• ':'���•••i:!!�:.'.1j:::�• •;`t, rJ.••i:!!i. )�::i�' y`t; •;:'I•,•':!!tj - - ...t •\I\�.. .��III i '�• \'\\�� •!III'•.. • \t ',I I i \t, /I '\\ // •\t /I �� 4. tCii��•• •Irriiii ,tiii��\.. •/IrII/11s..t,iii�4\�' rl�iiilti...tt2CC\\\\••. r,Irrii�iiS ttCCi�\\\.: !dlliiii:; :CCiC\\�,: ',Irri•.. �s�t. t„�\e\���.' '•!.:.i..,.�t 'Jtt\��•�. '.•rrrl.r, �;t\•e���.• .jr�rrr/�, f�\\\����. .!r�rrl��!. ��t\��\�•�. ':!��Ii,i�i�.' !�t�:i��!• '.!r�rIII,�,S' �`�.r . •.III I,t ��•�. .IIII,t •.t�•�. ••IIIII \•t. I PRE_ENGINEE�R'EO INSTALLATION INSTRUCTIONS . PROVE 'PROTECTION UNDERGROUND STEEL STORAGE TANKS WITH sti-P3°CORROSION CONTROL SYSTEM , i 1.0 Excavation and Bedding 7.2 Special care should be exercised when installing hold down straps to ensure tha 1.1 The excavation shall be free from an hard or sharp material that may cause the straps are separated from the tank b a separating ad made of finer Y rP Y P P Y P g P damage to the tank coating. (Care shall be taken during installation that insulating dielectric material.The separating pad should be wider than when foreign matter is not introduced into the excavation or backfill.) the hold down straps would come into direct contact with the tank shell. 1.2 The bottom of the excavation shall be covered with clean sand or gravel to a I depth of one foot,suitably graded and leveled. 8.0 Backfilling 1.3 The excavation shall extend a distance of at least one foot around the perimeter 8.1 Backfill consisting of clean sand,gravel,or other non-corrosive inert material of the tank providing sufficient clearance for anodes. similar to bedding material shall be installed around the entire tank to create 1.4 Where anchoring by means of a concrete slab is required, the tank must not be uniform homogeneous environment. j placed directly on the pad.A layer of fine or pea gravel,sand or No.8 crushed 8.2 Special care shall be taken when installing backfill along the bottom sides of th. stone (No. 8 coarse aggregate ASTM D-448) at least 6 inches deep must be tank to ensure that the tank is fully and evenly supported around the!botton spread evenly over the dimensions of the pad to separate the tank from the pad. quadrant. The tank shall not be placed on any other hard or sharp material that can cause 8.3 Prior to backfilling top of tank,all opening shall be visually inspected to assur deformation of he tank or damage to the coating. that the sti-P30 dielectric nylon bushings remain in place. Where jflange, 1.5 If installation area is in a tidal area,the tank"bedding"material should be openings have been used the dielectric isolation shall be confirmed with gravel or pea gravel,rather than sand. continuity tester.No current shall pass through the factory installed dielectric flanges. Dielectric isolation is required to assure tank integrity. 2.0 Above Ground Air Test 2.1 The temporary plugs and thread protectors installed by the 9.0 Final Air Test manufacturer shall be removed.Apply compatible,non-hardening pipe sealant 9.1 Install required tank piping using compatible non-hardening sealant, [akin to internal bushing threads. Permanent metal plugs shall be installed at all care not to crossthread or damage the non-metallic bushings.Torque of 400 a unused openings. ® 1,600 ft.-Ibs.may be required to fully insert pipe. 2.2 The dielectric bushings in sti-P3 tanks shall not be removed from the unused 9.2 Where air or hydrostatic testing is required after installation, the pressur, openings.Plugs used to temporarily seal the tank for the above ground air test applied shall not be in excess of 5 pounds per square inch(PSIG)as measured but later removed for pipe installation shall not be over-tightened. Care the top of the tank. should be taken not to crossthread or damage the nonmetallic bushings when replacing plugs or installing required tank piping. 10.0 Tank Monitoring System Installation I (2.3 An air test of the tank above round is required. Pressure should not exceed 5 11 @ g 10.1 Each tank shall have a cathodic protection monitor!![ station(PP2 +PPI pounds per square inch(PSIG)while soap solution is applied to weld seams. P g 2.4 Dual wall tanks will require different air pressure testing procedures. Do not or other) installed in such a way so that there will be at least a rank structur j connect a high pressure air line directly to the interstitial monitoring port. lead easily accessible and identifiable at the finish grade and provide eas Vacuum testing of the intersitial space of a dual wall tank can be used in lieu placement of a reference electrode during monitoring. of or in addition to the air test procedure. Consul[ tank fabricator for 10.2 If your rank is equipped with a PROTECTION PROVER 2 ,!prior t recommendations. Do not apply a vacuum to the primary tank or a single completion of the backfill,the monitoring terminal located near the top.of th• wall tank. tank must be positioned as follows: 2.5 Take necessary safety'precautions during air tests. Do not leave tanks 10.3 Select a terminal location on a pipe near grade that will be accessible through. unattended. grade manhole upon completion of installation. i 3.0 Before placing the tank in the excavation, all dirt clods and similar foreign 10.4 Loosen the black nylon pipe lashing by releasing the locking tab:Uncoil enoug matter shall be cleaned from the tank, and ateas of coating damage shall be lead wire from the tank mounting lug to reach the terminal location with a additional 4 feet of slack. repaired with the touch-up coating provided. 3.1 Clean damaged coating areas through removal .of surface rust, dirt, 10.5 Secure the PP2®terminal to the pipe by tightening the black nylon pipe'lashing contaminants and disbonded coating prior to application of touch-up coating The lead wire terminations shall remain sealed. ,.,, , (see SSPC SP.2 'Hand Tool Cleaning' or SP-3 'Power Tool Cleaning' for 10.6 Route wire to avoid strain or breakage during backfill. Do not cover PP20 additional guidance). terminal with.backfill material. 4.0 When so shipped,remove protective plastic covering from weld-on anodes to 10.6 If the tank is equipped with a PROTECTION PROVER 1® moi itorin; assure proper anode operation. Verify integrity of anode connection prior to system, which includes a monitoring test station mounted at the end of th backfill. tank,prior to any backfilling,extend the monitoring system to 4' below grad, level without pulling it out of the mounting bracket.The PP1®test]statio 5.0 Tank Handling shall be protected by a grade manhole of 7 1/2'minimum diameter. 5.1 Equipment to lift the tank shall be of adequate size to lift and lower the tank 11.0 Contact between the steel tank and all other structures,such as external an without dragging and dropping to ensure no damage to the tank or the coating.5.2 Tanks shall be carefully lifted and lowered by use of cables or chains of internal piping, pumps, valves, gauge and monitoring equipme�nt, an adequate length attached to the lifting lugs provided.A spreader bar should be grounding systems will nullify the cathodic protection design. Prior to I�ackfill a simple continuity test between the tank lead wire and each connected syster used where necessary. Under no circumstances use chains or slings around the will verify the electrical isolation. Continuity shall not be present. Af[e tank shell. backfill,continuity can be checked with a high impedance voltmeter by!fixing 6.0 Anode Integrity copper/copper sulfate reference cell in the soil and contacting all structures wit the other voltmeter lead wire. Do not move the reference cell. Potentis. 6.1 sti P3®tanks may be equipped with either zinc or magnesium anodes.Whereas differences between the tank-to-soil and all other structures-to-soil must excee magnesium anodes are designed only for installation in soil resistivities of 2000 3 millivolts to verify electrical isolation. ohms-cm or greater,zinc anodes are effective in all soil resistivities. 12.0 Homogeneous backfill shall be deposited carefully around tank and to a depth 6.2 After an sti-P30 tank has been placed in the excavation;if anode is connected at least one foot over tank to avoid damage to coating especially where itampin by a lead wire, attachment to the tank shall be checked to assure this is required.(See NFPA 30 and state or local codes for minimum depth of cove connection has not been damaged. Where damaged, the connection must be required.) j 13.0 All tanks must be monitored to assure proper cathodic protection of the tank reestablished in sCrct accordance with stl-P3®specifications. Monitoring shall be accomplished by taking structure to soil voltage ireadini within 6 months after installation,and then in 3 years intervals for the life c 7.0 Achoring 1 the installation. Follow applicable local, state, and federal regulations fc 7.1 High water tables or partially flooded excavation sites exert significant additional tank monitoring requirements. ! buoyant forces on tanks.Buoyant forces are partially resisted by the weight of 14.0 Obtain tank-to-soil potential readings with a high impedance voltmeter and the tank, the backfill and the pavement atop the tank. Additional buoyant copper/copper sulfate reference electrode placed immediately above the tank i restraint when required is obtained by using properly designed hold down soil. Generally a reading more negative than 850 millivolts indicates th traps In conjunction with concrete hold down slabs or deadman anchors.The rank is protected. Reference NACE RP-02.85 for more specifics on protecteo use of steel cable and round bar as hold down straps is prohibited. criteria. I This information furnished as a service of a Steel Tank Institute member. CDCopyright Steel Tank Institute All rights reserved for exclusive use of sli-P'Licensees - 10.89 I �7 ,5 TLS=250i Inventory Control and Interstitial Leak Sensing Systems for Double-Wall Tanks EE ME ��', �p� �� `� �>7f� ti' •tea® '`trGr'r��t�h 0 #L � `" � rr �� �� � r ' •i s.wa, ��� �C ALgRM cAUS "'>i.,,'�, �.. a ""' � � �� d [ � �� •z `",� �": �a ���TEA�ENC E�"Y,3, + ek�a,... . , ��or y�, � •a r O s �Nspy Otrr r�:.. r `���.# � �'Nyb '� '�T� 'x�' y 't�, '''` �4f v 5`k��Sr •9� ���e�� � `I!3€� - 01 - EM d TLS-250i—the same inventory control, pro- ► Faster, more accurate inventory reports gramming,alarm and communications for quicker shift changes, better inventory capabilities of the TLS-250 with interstitial control and piping sump leak sensing for double- P. Improved control and security with pro- wall tanks. grammable alarm limits, alarm output relays TLS-250i advanced-technology sensors moni- tor the tank annulus and piping sump for leak- ► Increased environmental protection with Ml ing fuel or water.When either is detected,an leak detection, overfill alarm capabilities Ow audible alarm and front-panel LEDs indicate ► Integrated UST management with the MM alarm cause and location. ability to accept inputs from other monitor- And, like the TLS-250,the TLS-250i pro- ing devices MMM vides enhanced inventory management and reporting capabilities, improves fuel security, ► Enhanced operational management with and helps you comply with UST regulations. RS-232 communications interface The control you need for your fueling operation. TLS-250i. Complete UST management ff gERVICE, INCr Take a look at some of the ways the double-wall tanks! jJA1RTAC-[p8LE TLS-250i System can improve your UST P 0% r 0�630 f management. 4 Loaded with Features to Improve UST Management Advanced,two-in-one sensor detects fuel or water. The TLS-250i offers features that improve your ability to control inventories, reconcile accurately shift and daily totals, A TLS-250i INVENTORY PROBE spot losses from theft and identify leaks is mounted permanently in each tank through either a 3"or 4"riser pipe.It and overfills which could cause severe operates on a capacitance principle environmental damage. to sense fuel height,and requires Many of these features, reports and only a simple two-wire connection to alarm limits are programmable and can the console.Probes provide inven- be set to match the operating require- tory measurement and"shutdown ments of your installation. In addition,two mode"theft detection. internal alarm relays can be connected to I external alarm devices or security sys- tems and programmed to trigger when A THERMISTOR SENSOR any alarm limit has been reached. measures fuel temperature. f ► On-Demand Inventory Report f e Gallons of Fuel A THREE-STAGE FILTER dt s of Fuel helps to ensure measurement accu- • Inche . o Inches Ullag racy in all fuel tanks by separating o Inches of Water water from the product. o Temperature of Fuel ► Automatic Inventory Increase Report ► Automatic, Continuous Leak ► Programmable Alarm Configuration Sensing Ties Any/All Alarm Indicators to o Tank Annulus Output Relays o Piping Sump ► External Input Interface Integrates i ► Sensors Detect as Little as lhs"of Signals from Other Monitoring Fuel—Even Fuel Floating on Water! Devices ► Audible and Visual Leak Detect ► Programmable Times for Automatic Indicators Reporting • Leak Type ► Four-Tank System Monitors • Leak Location o Inventory In Four Tanks l ► "Sensor Out" Indicators Identify o Eight Sensors Failed or Disconnected Sensor ► Eight-Tank System Monitors ► Overfill Alarm Feature o Inventory in Eight Tanks N o Sixteen Sensors No. Programmable Alarm Limits and Indicators Identify ► Handles Manifolded Tanks o Theft o Overfills ► Two Wire, Factory-Calibrated o Low Inventory o External Inputs "Smart" Probes o High Water ► RS-232 Communications Interface ► Two Alarm Relays Can Trigger Alarm/Security Devices ► On-Site and Remote BAR 1NE gEgtdlC ., o- 1 Simple to Order—Just Specify Self-Diagnostics p p fY BAR%STA � Box 366 4 Tank Diameters ► Optional Integral Printer P• ' MASS. 026 BARN 4 STABLE, e =d 5 s+ y THE COMMONWEALTH OF MASSACHUSETTS P1 off?tiS..................../.�� APPLICATION FOR LICENSE / No............................... (GENERAL) /....19�s... TO THE LICENSING AUTHORITIES: The undersigned hereby app ies for a License in accordance with the prow sions of the Statutes relating thereto c ..............................................................................................................................................._----.......•-•--...........................................................----•-.....................----...........--...........-----------...................... (Full name of Ders , firm or eoryorati mak ng apvlkation) AV STATECLEARLY TO .................._ ..�.�.............V ...........-------- ........ ................_-•--^----...............-------..............................................-------------...------------.....-.. PURPOSE FOR WHICHLICENSE --......... - ............. -- - ................................. ................................................._. IS REQUESTED At .............................................................................................................................Z ..---.... ... ...... '..... ....:............------..... ....... ..--- . ---�.........--.......... GIVE LOCATION BYSTREET ..................................................................................................................................................._...._.........................................................----......---.............------.............................. AND NUMBER ......................................................................................................................... ........ .... ...........................................................:...................................................................... City f Insaid Town of..................... _ ... �r�.....1....1...�®........-•----................. ...............---.............................................................................................. t in accordance with,.he rules and gulations made un authority oZ,, Statu ../.. ............................... ................... ...................... B'. ..... Received.............. 1-.... .....'.......19. !.� ........ . Signs re of DDlh! t Hour AM......................... .f/ ...._ l�A/ P.M._A.o..... Address Approved.........................................................19_....... License Granted.........................................................19....-.... HOBBS & WARREN, INC. PUBLISHERS BOSTON FORM 460 THE COMMONWEALTH OF MASSACHUSETTS of............. ii&iA.................................. APPLICATION FOR LICENSES No............................... (GENERAL) TO THE LICENSING AUTHORITIES: S1 4 oq'�' Q I -S P 0,5/A-(, F"� The undersigned hereby applies for a License in accordance with the provisions of the Statutes relating thereto ............................................................................................................................................................................................................................................................................... ............................................ Barnstable Marine Service. Inc. ....... ..............................................................................................................................I ...Inc......... (Full name of person, firm or corporation making application) STATECLEARLY To operate 1.0.0 un it I .....mote.1.................................................................................................................................................................... PURPOSE FOR . WHICH LICENSE IS REQUESTED ...................... .................................................................................................................................................................................................................................................... At -- ..F.r.e.emex and 14ar.ina....Roads................................................................................................................. ............................... GIVE LOCATION BYSTREET ..................................................................................................................................................................................................................................................................... AND NUMBER ................................................................................................................................................................................................................................................................................... City insaid Town of.................Barns eta..b e............................................................................................................................................................ in accordance with the rules and regulations m I under authority said 4Sts. �BY ' Agent Received........................................................19 Y........ .......9...... ........ .. . ........................................... Barns a ery ce I jj%nature of Applicant —Mar AM......................... r S. Hour Bar stable Harb-or.......................................................... ........... ................... .............. ....... RM......................... Address Approved.........................................................19 License Granted.........................................................19 HOBBS & WARREN, INC. PUBLISHERS BOSTON FORM 460 9 d � . I i QP' zF ' � Z ®N�I ZONING ��F BY-LAWS E rp�4 ASS 33ARNSTABL a p MA86 �O 2639. SEC MAY a\ i TOWN OF BAR.NSTA LE MASSACHUSETTS PRINTED ON CAPE COD AT THE PATRIOT PRESS, HYANNIS, MASS. 1 ARTICLE' III. CHAPTER -III ZONING BY-LAWS TOWN OF BARNSTABLE MASSACHUSETTS A. PURPOSE 1. The purpose of these by-laws is to promote the health, safety, and general welfare of the inhabitants of the Town of Barnstable, to protect and conserve the value of property with- in the town, to increase the amenities of the town, and to secure safety from fire, congestion or confusion, all in accord with the General Laws, Tercentenary Edition of the Common- wealth of Massachusetts, Chapter 40A, Sections one (1) to twenty-two (22), inclusive. B. ESTABLISHMENT OF DISTRICTS 1. The Town of Barnstable is hereby divided as shown on the Map entitled "Zoning Map, Town of Barnstable, Mass.", dated February 28, 1956, as amended and incorporated on the Map entitled "Zoning Map, Town of Barnstable, Mass.", dated January 25, 1957, as amended and incorporated on the map entitled "Zoning Map, Town of Barnstable, Mass.", dated January 15, 1958, as amended and incorporated on the map entitled "Zoning Map,' Town of Barnstable, Mass.", dated January 20, 1959,.,as amended and incorporated on the Map entitled "Zoning Map, Town of Barnstable, Mass.", dated November 3, 1959, as amended and incorporated on the Map entitled "Zoning Map, Town of Barnstable, Mass.", dated January 28, 1960, as amended and incorporated on the Map entitled "Zoning Map, Town of Barnstable, Mass.", dated January 31, 1961, as revised March 6, 1962, July 19, 1963, March 4, 1964, and March 2, 1965, and on file with the Town Clerk, into the following districts, Residence Limited, Residence A, Resi= dence Al, Residence B, Residence Bl, Residence B2, Residence C, Residence Cl, Residence C2, Residence D, Residence Dl,. Residence D2, Residence D3,Business, Business Limited, Marine Business, Industrial, and Service and Distribution. l 2. Lots in Two Districts—Where a District boundary line divides any lot existing at the time such line is adopted, the regulations i for the less restricted portion of such lot shall extend not more than thirty feet into the more restricted portion, provided the lot has street frontage in the-'less restricted area. 3. In any zoning district within the Town of Barnstable in which there are located areas containing tidal streams or marshes subject to tidal changes, such areas, in addition to Z- �� 1 the restrictions applicable to that zoning district, shall be subject to the following restriction: (1) No building shall be constructed and no filling or excavation shall be permitted which shall alter the course .of tidal streams or interrupt the normal tidal flow. s s { C. PERMITTED USES ' 1. The following uses are permitted in all Districts: (a) General purpose farm, agriculture, garden, greenhouse or nursery, selling only produce or plants the major portion { of which is raised locally in the Town of Barnstable or on property owned by a resident or residents of the Town of Barnstable, and excluding any use injurious, noxious, or - offensive to the neighborhood, , (b) Church (c) Educational use (d) Municipal, municipal recreation or water supply use. (e) Hospital, sanitarium or philanthropic use. IA. The practice of medicine for out-patients by not more than three (3) physicians, together with their clerical and medical assistants, in a building or buildings on any one lot, is permitted in all but Residence C and D districts. 2. Trailers may be parked throughout the Town subject to the following regulation. For the purpose of this by-law "Trail- s er" is defined as follows: any of the various types of towed vehicles used for human habitation or for business purposes, but excluding vehicles used only for the transportation of materials, products, and animals. Regulation No person shall park, store, or occupy a tent or trailer for living or business purposes except (1) In a garage or other accessory building or in the rear half of a lot owned or occupied'by the owner of the tent or trailer (if placed so as to conform to the yard requirements for main buildings in the same zone), but its use for business and living purposes is prohibited (unless temporary occu- pancy is permitted by the Board of Appeals incidental to the construction of a permanent home). (2) The owner of land may permit occupancy of such land " by non-paying guests using a trailer (but not a tent), for liv- ing purposes, for a period not exceeding twenty (20) days in any calendar year. A permit for this purpose must be ob- Ctained from the Building Inspector before the land can be so occupied. No more than one guest trailer permitted with E any one resid ence or on any one lot. 3 S ` i 4 (3) A temporary office incidental to a construction on or development of the premises on which the-trailer is located. (4) In an organized and supervised recreational camp upon the granting of a special permit and in compliance,with Board of Health regulations. D. NON-CONFORMING USES 1. Any lawful building or lawful use of a building or premises or part thereof in the Town of Barnstable existing at the time this by-law is adopted may be continued, although such build- ing or use does not conform to the provisions hereof. 2. Any such non-conforming building which has been damaged by fire or other cause to any extent may be repaired or rebuilt, but the total floor area shall not be increased, unless first authorized by a special permit from the Board of Appeals, and providing said owner shall apply for a building permit and start operations for restoring or rebuilding on said premises within twelve (12) months after such catastrophe. This section shall not apply to Business Districts. 3. In all Districts: (a) Provided the Board of Appeals first grants a special per- mit therefore, any such non-conforming building or structure may be altered or increased in size or any such non-conform- ing use may be extended over all or any part of the premises upon which the same is located at the time this by-law is adopted. It is the intent of this paragraph that only substan- tial alterations require a special permit; minor alterations may be permitted at the discretion of the Building Inspector. i (b) No such non-conforming use that has been discontinued ,! for three years shall be re-established unless first authorized by special permit from the Board of Appeals. (c) The Board of Appeals may permit any non-conforming use to be changed to any specified use not more detrimental to a neighborhood. E. A �. CCESSOIt� USES 1. Accessory uses customarily incident to any of the uses per- mitted inparticulara residence district and not detrimental to a residential neighborhood shall be permitted in that partic- ular residence district. 2. The term "Accessory Use" shall not include: (a) Any use not on the same lot with the building to which , it is accessory unless authorized by the Board of Appeals. t (b) A garage or storage for commercial vehicles unless authorized by the Board of Appeals. i (c) Advertising signs except those pertaining to the lease or sale of a lot or building on which they are placed, and 4 a � . not exceeding twelve (12) square feet in total area; provided that on a lot occupied by a dwelling house there may not be (. more than two (2) signs with a total area of not more`than E three (3) square feet, pertaining to the use of or'accessory use of such building. F. RESIDENCE LIMITED DISTRICT 1. .No parcel of land lying in any Residence Limited District I and not at the time this by-law becomes effective devoted to any business or industry, shall hereafter be used for any busi- ness or industry, or for any purpose except for residence or purposes of buildings appurtenant thereto, or for churches, ' schools, and similar non-commercial or non-industrial build- ings, and no•permit shall be issued for the erection, alteration or conversion of any building for or to any such prohibited use, rupon any such parcel, except as hereinafter provided. A.spe- 't cial permit may be issued for the erection in a Residence Limited District of a building for the purpose of any business or industry-or for the alteration or conversion of a building in such district for or to such purposes. G. RESIDENCE A DISTRICTS .1. Use—In a Residence A District no building shall be erected or altered and no building or premises shall be used for any purpose except: k (a) Detached one or two-family dwelling. (b) The taking of not more than ten (10) lodgers by a family ' resident in the dwelling, (c) Any of the following uses, provided the Board of Appeals authorizes a special permit therefor. (1) Hotel, specifically excluding motel, boarding house, lodging house, apartment house, or dwelling house, other- wise.not permitted. 2. Size of Lots—No building, except one-story buildings of accessory use, shall be erected on a lot less than seventy-five (75) feet wide and containing less than seventy-five hundred (7500) square feet, provided that one (1) one-family dwelling and its accessory buildings may be erected on any lot which on the date these by-laws are adopted is separately owned, the owner thereof not owning adjacent land., or on a lot shown on a plan of lots approved by the Board of Survey and recorded in the Barnstable Registry of Deeds after March 3, 1653 and before the date this by-law is adopted. 3. Front Yards—In a Residence'A District no building shall be erected. and no roadside stand or accessory use shall be placed within twenty (20) feet of a street line, provided that a no building need be set back more than the average of the setbacks of the building on the lots next thereto on either side, a vacant lot one hundred (100) feet or more in width or a lot occupied by a building set back more than twenty (20) feet being counted as though occupied by a building set back twenty (20) feet. 4. , No building to be erected closer than seven and one-half (71/2) feet from sidelines or rear line. H. RESIDENCE Al DISTRICTS 1. Use—No building shall be erected or altered and no build- ing or premises shall be used for any purpose except: (a) Detached one-family dwelling; or a two-family dwelling if authorized by the Board of Appeals. (b) The taking of not more than six (6) lodgers by a family resident in the dwelling; + 2. Size of Lots — No building except one story buildings of 3 cessory use, shall be erected on a lot less than seventy-five (75) a feet wide and containing less than seventy-five hundred (7500) square feet; provided that one (1) one-family dwelling and its accessory buildings may be erected on any lot shown on a plan a of lots approved by the Board of Survey and recorded in the s Barnstable Registry of Deeds after March 3, 1953 and before the date this by-law is adopted, j 3. Front Yards—No building shall be erected within twenty (20) feet of a street line, provided that no building need be set back more than the average of the setbacks of the build- ings on the lots next thereto on either side, a vacant lot one hundred (100) feet or more in width or a lot occupied by a building set back more than twenty (20) feet being counted as though occupied by a building set back twenty (20) feet. 4. No building to be erected closer than seven and one-half (71/2) feet from sidelines or rear line. I. RESIDENCE B DISTRICTS 1. Use—No building shall be erected or altered and no build- ing or premises shall be used for any purpose except: (a) Detached one-family dwelling; or a two-family dwelling. (b) The taking of not more than ten (10) lodgers by a family resident in the dwelling. 2. Size of Lots—No building except one story buildings of accessory use, shall be erected on a lot less than one hun- dred (100) feet wide and containing less than ten thousand (10,000) square feet, provided that one (1) one-family dwelling or one (1) two-family dwelling and accessory buildings may be erected on any lot which, at the time this by-law is adopted, is separately owned, the owner thereof not owning adjacent 6 j k j land, or on a lot shown on a plan of lots approved.by the Board of Survey and recorded in the Barnstable Registry of Deeds after March 7, 1950 and before the date this by-law is adopted. 3. Front Yards—No building shall be erected within twenty (20) feet of a street line, provided that no building need be f set back more than the average of the setbacks of the build- Eings on lots next thereto on either side, a vacant lot one hundred (100) feet or more in width or a lot occupied by a building set back more than twenty (20) feet being counted as though occupied by a building set back twenty (20) feet. 4. No building to be erected closer than ten (10) feet, from sidelines or rear line' J. RESIDENCE BI DISTRICTS 1. Use—No building shall be erected or altered and no build- ing or premises shall be used for any purpose except: (a) Detached one-family dwelling. (b) The taking of not more than six (6) lodgers by a family resident in the dwelling. (c) In the area commonly known as Piney Point in Precinct 4 adjacent to Craigville Village, the provisions of residence B-1 districts shall apply except.that there may be permitted the use of land in the area shown on the zoning map for hotel purposes, provided the Board of Appeals,authorizes a special permit therefor. 2. Size of Lots—No buildings except one story buildings of I accessory use shall be erected on a lot less than one hundred (100) feet wide and, containing less than ten thousand (10,000) square feet, provided that one (1) one-family dwelling and accessory building may be erected on any lot which, at the time this by-law is adopted, is separately owned, the owner thereof not owning adjacent land, or on a lot shown on a plan of lots approved by the Board of Survey and recorded in the Barnstable Registry of Deeds after March 7, 1950 and before the date this by-law is adopted. 3. Front Yards—No building shall be erected within twenty (20) feet of a street line, provided that no building need be set back more than the average of the setbacks of the build- ings on the lots next thereto on either side, a vacant lot one hundred (100) feet or more in width or a lot occupied by a building set back more than twenty (20) feet being counted as though,occupied by a building set back twenty (20) feet. 4. No building to be erected closer than ten (10) feet from sidelines or rear line. i i i K.. RESIDENCE B2 DISTRICTS ,.1. Use—Residence B2 Districts shall be subject to the same requirements as Residence B1,Districts, except that the follow- ing provisions shall supersede corresponding provisions of B1 Districts: (a). No person shall erect any new building or make an alteration to an existing building nearer than fifteen (15) feet to the side lines of his lot, nor shall such new building { or alteration to an existing building be .projected nearer to the waterfront of Craigville Beach than the average distance therefrom of the buildings of his abutters. _ (b) No building shall be used for the purpose of taking lodgers, except that where such use of a building is existing at the time this by-law is adopted, such use may be con- tinued. L. RESIDENCE C DISTRICTS 1. Use—No building shall be erected or altered and no build- ing or premises shall be used for any purpose except: (a) Detached one-family dwelling. 3 (b) No building shall be used for the purpose of taking' lodgers except where such use of the building lawfully exists j at the time this by-law is adopted, j 2. Size of Lots—No building, except one-story buildings of ac- cessory use, shall be erected on a lot less than one hundred (100) feet wide and containing less than fifteen thousand l (15,000) square feet, provided that one (1) one-family dwelling and its accessory buildings may be erected on any lot which on the date these by-laws are adopted is separately owned, the owner thereof not owning adjacent land or on a lot shown on a plan of lots approved by the Board of Survey and recorded Y' in the Barnstable Registry of Deeds after March 8, 1949 and , before the date this by-law is adopted. 3. Front Yards--No building shall be erected within twenty (20) feet of a street line, provided that no building need be set back more than the.average of the setbacks of the building on the lots next thereto on either side, a vacant lot one hundred (100) feet or more in width or a lot occupied by a building set back more than twenty (20) feet, being counted as though occupied by a building set' back twenty (20) feet. 4. No building"to be erected closer than ten (10)—feet from sidelines or rear line. M. RESIDENCE C1 DISTRICTS 1. Use—No building shall be,, erected or altered and no build- ing or premises shall be used for any purpose except: i f i (a) Detached one-family dwelling, except that alterations ,'-of'single family units may"be permitted, to,allow use as a two-family unit by the 'granting of-a special permit. , (b) In addition to'accessory uses permitted under Para- graph E. of this by-law, the following uses may be permitted, subject to the operator living upon the premises and to the limitations stated herein. A billboard,• signboard or adver- tising` sign shall in no case be permitted as an accessory use, except as herein specified. The-placing of a "For Sale" or "For Rent" sign shall, however, be permitted as an ac- cessory use. A'sign pertaining to a home occupation, as herein specified, shall be permitted., provided such signs be not over twelve (12) square feet in area. (1) Offices for professional use and customary home oc- cupations such as arts, crafts, service businesses, antique and gift shops, or any uses determined to be. of a similar character,,said determination to be made by the Board of Appeals following, a petition of the land owner or owners and a special permit granted therefor, including only uses ' conducted in dwellings or .in accessory buildings and in- volving only the services of persons living on the premises and not more than one (1) other employee, except,that the occasional presence of additional employees on the premises shall not be prohibited, and further excepting physicians, surgeons and dentists, which professions re- quire clerical and medical assistants. Such permitted ac- cessory uses shall not entail any external changes in the structural form of the building. Permitted uses shall be restricted to such as are not offensive by reason of the emission, of odor, dust, smoke,/gas, noise or vibration, or otherwise obnoxious such as by reason of the accumulation of materials or debris. The term "Accessory Use" shall not include: (c) Any use not on the same lot with the building to_which it,is accessory unless authorized by a special permit. (d) The taking of not more than six (6) lodgers in any dwelling. 2. Size of Lots—No building, except one story buildings of accessory use, shall be erected on a lot less than one hundred twenty-five (125) feet frontage and containing not less than fifteen thousand (15,600) square feet, provided that one (1) one-family dwelling and its accessory buildings may be erected on any lot which at the time this by-law'is adopted is separ- ately owned, the owner thereof,hot owning adjacent land or on a lot shown on a plan.of lots approved by the Board.of Survey / 9 and recorded in Barnstable Registry of Deeds after January 1, 1953 and before the date this by-law is adopted. 3. Front Yards—No building shall be erected within fifty (50) feet from the center line of the road or thirty (30) feet from the side line of the road, whichever is larger, provided that no i building need be set back more than the average setbacks of the buildings on the lots next thereto on either side, a vacant lot one hundred twenty-five (125) feet or more in width or a lot occupied by a building set back more than fifty (50) feet from the center line or thirty (30) feet from the side line e being counted as though occupied by a building set back fifty (50) feet. 4. No building to be erected closer than fifteen (15) feet from j sidelines or rear line. N. RESIDENCE D DISTRICTS 1. Use—No building shall be erected or altered and no build- ink or premises shall be used for any purpose except: (a) Detached one-family dwelling. (b) No building shall be used for the purpose of taking lodgers except where such use of a building lawfully exists at the time this by-law is adopted. { 2. Size of Lots—No building,' except one-story buildings of accessory use,-shall be erected on a lot less than one hundred twenty-five (125) feet wide and containing not less than twenty thousand (20,000) square feet., provided that one (1) one-family dwelling and its accessory buildings may be erected on any lot which, at the time this by-law is adopted, is separately owned, or which is shown on a plan of lots approved by the p (Board of Survey and recorded in the Barnstable Registry of Deeds after March 7, 1950 and before the date this by-law is adopted. f 3. Front Yards—No building shall be erected within thirty (30) feet of a street line, provided that no building need be set back more than the average of the setbacks of the build- ings on the lots next thereto on either side, a vacant lot one hundred (100) feet 'or more in width or a lot occupied by a building set back more than thirty (30) feet being counted as though occupied by a building set back thirty (30) feet. 4. No building to be erected closer than fifteen (15) feet from sidelines or rear line. O. BUSINESS DISTRICTS 1. Use—In a Business District no building shall be erected or altered and no building or premises shall be used for: (a) Any purpose injurious, noxious, or offensive to a neigh- 'i 10 8 � 1 J iiorhood by reason of the emission of odor, fumes, dust, smoke, vibration or noise, or other cause. (b) Any of the following uses, unless the Board of Appeals authorizes a special permit therefor. (1) Yard for, or storage of, coal, oil, junk, lumber or a building or place for commercial recreation or amusement or any business requiring the use or construction of a rail- road.siding. (2) Any manufacturing use. 2. No building shall be erected and no roadside stand or ac- cessory use shall be 'placednearer to the street line than the average of the setback of buildings on a lot next thereto. If there is no building on a lot next thereto, then the setback shall be twenty (20) feet unless there is a present existing setback, in which case the present existing setback shall pre- vail, except: (a) No building in the business area on both sides of Route 132 (Iyanough Road) shall be nearer than fifty (50) feet to the street line. (b) No building in the central business area of Osterville shall be nearer than ten (10) feet to the street. P. BUSINESS LIMITED DISTRICTS 1. These districts are intended to retain their essential resi- dential character as specifically defined for Contiguous Resi- dential Districts, including minimum lot size and set back re- quirements, except that those types of business specifically mentioned in Paragraph 1 (b) (1), (Residence Cl Districts), may be allowed by special permit without limitation as to use of structure or number of employees, and small retail busi- nesses common to a residential area and similar type of business. 2: The area shown on the zoning map bounded. westerly by l.k the former location of New York, New Haven and Hartford Railroad; northerly by South Street; easterly by Lewis Bay and by land of Lawrence Rivers et ux and Samuel B. Macey; and southerly by Bond et ali, is designated as a Business Limited Area, except those areas shown as business, with {' the following uses permitted but only by special permit after { hearing by the Board of Appeals, and on conditions specified by said Board. (a) Motel, hotel, lodging house, parking area for auto- mobiles. 3. The area shown on the zoning map beginning at the Town of Yarmouth line on the northerly side of Willow Street, 11 - thence- running northwesterly along the northerly line of Willow Street to Lewis Bay, Road, .thence, running.'noirtherly by the easterly line of Lewis Bay Road to the southerly side of Hospital Road (so. called), thence running easterly by the southerly side of said Hospital Road and the southerly side of Park Street to the Town of,Yarmouth line, thence, running southwesterly by the Town of Yarmouth line to the point of beginning, with the following uses permitted but only by special permit after hearing before the Board of Appeals and on conditions specified by said Board: (a) Buildings for medical purposes, offices for profes- sional use. Q.' ADMINISTRATION 1. Board of Appeals—The Board of Appeals appointed by the Selectmen under Section 2 of Article III, Chapter 3 of the Town By-Laws adopted on March 5, 1940 shall be continued. The Board shall consist of three members and each shall be ap- pointed by the Selectmen to hold office for the term of.three years or until his successor is appointed and qualified. In case of vacancy, inability 'to act, or interest on the part of a mem- ber of the Board, the Chairman of the Board of Appeals may designate an associate member protem to act in his place. 2. The Board of Appeals may in appropriate cases and sub- ject to appropriate.conditions and safeguards make exceptions to the terms of the zoning by-laws in harmony with their ' general purpose and intent. 3. Special Permits. (a) Under all sections of the zoning by-law where the granting of special permits is specified, a petition shall be filed with the Board of Appeals. The Board of Appeals shall cause to be published the date, time and place of a public hearing on such petition, such notice to be at least fourteen (14) days before the date set for the-hearing and abutting owners-to be notified by mail. After such hearing the Board of Appeals shall render a decision in writing; a copy of which shall be filed with the Town Clerk and a copy for- warded to the petitioner. (b) A decision of the Board of Appeals on a petition for special permits shall be by a majority vote of the Board and shall be based on consideration of the following factors: (1) Whether or not the petition falls within the category specifically excepted by the by-law. (2) An evaluation of all the. evidence presented, at the hearing' by the petitioner and interested parties as it re- _. 12 lates to the fulfillment of _the spirit and intent,. of the by-law without substantial.detriment to the public good. (c) A special permit shall become void if,not made use of in the intended manner within twelve (12) months. ! 4. Adjustments—Notwithstanding anything to the contrary hereinbefore in this by-law set forth, the .Board of Appeals shall have power hereunder to vary the application of this by-law on an individual lot or in a specific case where neces- sary to allow a reasonsable use of property in accordance with the spirit and intent of this by-law and Chapter 40A of the i General Law. 5. Enforcement (a) . The Chief of Police, upon application of the Inspector of Buildings or a member of the Board of Selectmen shall cause complaint to be made before the proper, court for any 7 violation under this by-law. Anyone convicted of a violation under this by-law shall be fined not more than twenty (20) dollars. (b) The Board of Selectmen, upon application of the In- spector of Buildings, .shall .institute proceedings to enforce this by-law and to enjoin the construction, alteration, en- largement, reconstruction or use of any building, or the use ii'any premises in violation hereof. (c) The Inspector of Buildings may require any. plans, documents or written statements•under penalties,to be filed with his office to verify the intended use of the premises. (d) The use of one (1) remedy shall not preclude a resort to any other remedy for the same violation. . 6. Other Regulations—Except as 'hereinbefore provided, this by-law shall not interfere with or annul any other by-law, rule, regulation, or permit, provided that, unless specifically. excepted, where this by-law is more stringent, it shall control. 7. Validity—The invalidity of any section or provision of this by-law shall not invalidate any other section or provision hereof. -, 8. Any voter or group of voters seeking to amend any section of the Zoning Map by petition to the Planning Board. shall pro- vide the Planning Board with necessary plans according to re- quired specifications. R. MARINE BUSINESS AREA 1 1. Establishes a Marine Business Area limited to 'the build- ing, sale, rental, storage and,repair of boats and,for the sale of marine'supplies all the property bordering on the water from the,northerly boundary of the land now owned or oc- 13 cupied by the Crosby Yacht Building and Storage Company to the southerly boundary of the land now owned or occupied by f the Chester A. Crosby Company, being a portion of land on West Bay, Osterville. S. RESIDENCE D-1 DISTRICTS 1. Use—No building shall be erected or altered and no build- ing or premises shall be used for any purpose except: (a) Detached one-family dwelling. (b) The taking of not more than six (6) lodgers by a family resident in the dwelling. y 2. Size of Lots—No building, except one story buildings of accessory use, shall be erected on a lot less than one hundred twenty-five (125) feet wide and containing not less than twenty thousand (20,000) square feet, provided that one (1) one-family dwelling and its accessory buildings may be erected on any lot which, at the time this by-law is adopted, is separately owned, s a or which is shown on a plan of lots approved by the Board of Survey and recorded in the Barnstable Registry of Deeds after January 1, 1956, and before'the date this by-law is adopted. 3. Front Yards—No building shall be erected within thirty (30) feet.of a street line, provided that no building need be set back more-than the average of the set-backs of the buildings on the:lots next thereto on either side, a vacant lot one hun- dred (100) feet or more in width or a lot occupied by a building set back more than thirty (30) feet being counted as though occupied by a building set back thirty (30) feet. 4. No building to be erected closer than ten (10) feet from side lines or,rear line. T. RESIDENCE D-2 DISTRICTS 1. Use—No building shall be erected or altered and no build- ing or premises shall be used for any purpose except: (a) Detached one-family dwelling, except that-alterations of single family units may be permitted, to allow use as a two- family unit by the granting of a special permit. (b) In addition to accessory uses permitted under paragraph E of this by-law the following uses may be permitted, subject to the operator living upon the premises and to the limita- tions stated herein. A billboard, signboard or advertising sign shall in no case be,permitted as an accessory use, except as herein specified. The placing of a "For Sale" or "For Rent" sign shall,however, be permitted as an accessory use. A sign pertaining to a home occupation, as herein specified, shall be permitted, provided such signs be not over three (3) square feet in area. (1) Offices for professional use and customary home occu- 14 pations such as arts, crafts, service businesses, antique and gift shops, or any use determined to be of a similar char- acter, said determination to be made by the Board of Ap- peals following a petition of the land owner or owners and a special permit granted therefor, including only uses con- ducted in dwellings or in accessory buildings and involving only the services of persons living on the premises and not more than one (1) other employee, except that the occasional 1 presence of additional employees on the premises shall not be prohibited, and further excepting physicians, surgeons and dentists, which professions require clerical and medical assistants. Such permitted accessory uses shall not entail any external changes in the structural form of the building. Permitted uses shall be restricted to such as are not offen- sive by reason of the emission of odor, dust, smoke, gas, noise or vibration, or otherwise obnoxious such.as by reason ' ! of.the accumulation of materials or debris. 1 (c) The taking of not more than six (6) lodgers in any k dwelling. 2. Size of Lots—No building, except one-story buildings of accessory use, shall be erected on a lot less than one,hundred twenty-five (125) feet frontage and containing not:less than twenty thousand (20,000) square feet, provided that one (1) one-family dwelling and its accessory buildings may be erected on any lot which at the time this by-law is adopted is separate- ly owned, or on a lot shown on a plan of lots approved by the Board of Survey and recorded in Barnstable Registry of Deeds d after January 1, 1956, and before the date this by-law is adopted. a 3. Front Yards—No building shall be erected within fifty (50) feet from the center line of the road or thirty (30) feet from the side line of the road, whichever is larger, provided that.no building need be set back more than the average setbacks of the buildings on the lots next thereto on either side, a vacant j lot one hundred twenty-five (125) feet or more in width or a f' lot occupied by a building set back more than fifty (50) feet _ from the center line or thirty (30) feet from the side line being counted as though occupied by a building set back fifty (50) feet. 4. No building to be erected closer than fifteen (15) feet'from R side lines or rear lines. U. INDUSTRIAL DISTRICTS 1. In any Industrial District, no,building, structure or premises shall be used and no alteration, enlargement or extension of an existing building or structure shall be designed, arranged, or constructed which is intended or designed to be used in 16 l whole or in'P art' except for one or more of the,, following purposes: 9 (a) Any use permitted in a business district. i (b) Lumber, fuel, feed and ice establishments, and contrac- tor's yards. , (c) Any manufacturing or industrial use. (d) Automobile dismantling or used parts yards and junk a yards, if authorized by a special permit granted by the Board of Appeals. (e) No building permit shall be granted under this section for L any use which would prove injurious to the safety or wel- fare of the immediate neighborhood, and destructive of property values because of any excessive nuisance quali- ties. R V. RESIDENCE D-3 DISTRICTS All provisions of Paragraph T of Residence D-2 Districts shall be applicable except that there shall be substituted in "Sec- tion 2. Size of Lots"—in place of the words "one hundred twenty-five (125) feet" the words "one hundred fifty (150) feet" and in place of the words "twenty thousand (20,000) j square feet" the words "one (1) acre" and in "Section 3. Front Yards"—there shall be substituted in place of the words "one ' hundred twenty-five (125) feet" the words "one hundred fifty (150) feet". 9� W. SIGNBOARDS ! 1. Billboards of a general advertising nature are prohibited in all zoning districts within the Town of Barnstable. 1 2. In Business Districts, Marine and Business Districts and Industrial zones, there are permitted signs advertising an i activity or business pursuit, but only if such signs are located s on the premises of the activity of business advertised. Such signs shall not be suspended over nor project over any public way and shall not obstruct highway vision.. The top edge of such sign, whether free-standing or not, shall be placed not higher than the main roof of the highest building located on the premises, or if no building exists, the average height of the main roofs of the buildings.on the next adjacent property where buildings do exist. Such signs may be illuminated, but no sign or display shall make use of blinking or intermittent lights or any other animation. No sign shall exceed 100 square feet gross display area. Each business or industry is premitted not more than two (2) signs. 3. In residential zones, only the following signs may be dis- played, and only on the property to which the sign relates: 16 9 . - 1 (a) . Two signs, each not larger than 12 square feet display i area, advertising the sale, lease or rent of the property, but only while the property is for sale, lease or rent. Such signs may not be illuminated. (b) Home occupation signs, if advertising permitted uses incidental to and located within the particular residen- tial zone in which such sign is located, there be not more than two (2) such signs per property and provided each such sign shall not exceed three (3) square feet display area in residence zone A, Al, B, B1, B2, C, D, Dl, D2, and D3, and not more than twelve (12) } square feet display area in Cl districts, in Limited ' Business Zones and Commercial Residential Zones. Such signs may be indirectly illuminated by a hooded t: light source, but no sign or display may be made of gaseous discharge (neon) tubing, nor shall any such sign make use of blinking or intermittent light's.or any other animation. Directional signs for businesses, ser- vices or industries established in a remote or hidden location may be permitted off the property of such en- terprises by the Board of Appeals after a public hear- ing and after consulting the Planning. Board. No such directional signs shall exceed three (3) square feet gross area on each side. Such signs may be indirectly illuminated by a hooded light source but no sign,may be made of gaseous (neon) tubing, nor shall any such. sign make use of blinking or intermittent lights or any other animation. Each such off-property directional 1 sign may be erected or located only with the written permission of the property .owner where located. A diagram of each such off=property directional sign location with all affected land owners' written permis- sion attached and with photographs to illustrate pro- posed\ placement of each directional sign must be sub- mitted to the Board of Appeals with a building permit application for erection of such sign. No such sign shall be permitted for customary home occupations. (c) In all zoning districts, community institutions (such 4 as churches, schools, hospitals) may identify themselves by signs erected on- their premises. Each such sign z. shall not exceed twenty-four (24) square feet gross area. Such signs may be indirectly lighted by a, hooded source, but shall not be constructed of -gaseous dis- charge (neon) tubing nor shall any such sign make use n� of blinking or intermittent lights or any other animation. F 17 i 4 The top of each such sign shall not be higher than ten 1 (10) feet above the average ground level where located. 4. NON-CONFORMING SIGNS. (a) Any lawful sign existing at the time this amendment to the Town By-Laws is adopted may be continued, although such sign does not conform to the provisions hereof, for a period of five (5) years. (b) At the termination of the above stated time all non- conforming signs shall be made to conform, or shall be removed. 5. SIGN PERMITS. (a) No person shall erect, alter, or substantially repair any sign, signboard, or sign. support without having first obtained a permit for the same. (b) Permits shall be issued by 'the Building Inspector, who may request information in the form of drawings, specifications, details, or photographs as necessary before issuing a permit. j (c) A permit shall become void if the sign for which it has has been issued is not erected within ninety (90) days from the date of issuance. 6. VIOLATION AND PENALTY. Any sign hereafter erected and not complying with applicable r provisions above, is in violation of the provisions and shall be enforced under the provisions of Section Q5. X. RESIDENCE C-2 DISTRICTS. All provisions of Residence C-1 Districts shall be applicable except that there shall be substituted in "Section 2, Size of Lots" —in place of the words "one hundred twenty-five (125) feet" the words "one hundred sixty (160) feet" and in the place of the words "fifteen thousand (15,000) square feet" the words "thirty-five thousand (35,000) square feet" and substitute in , "Section 3. Front Yards" in the place of the words "one hundred twenty-five (125) feet" the words "one hundred sixty (160) feet" r, " r "fifteen and substitute in "Section 4 in place of the words { (15) feet" the words "twenty-five (25) feet". Y. SERVICE AND DISTRIBUTION DISTRICTS 1. Use—Warehousing and distribution facilities, also servicing, storing, processing in transit, facilities for service type trades, including shops and storage yards, together with the offices of all such enterprises, their garages and other related facilities. 2. Size of lots—In service and distribution districts no building a or structure shall hereafter be erected except on a lot containing not less than one (1) acre area, and having not less than one• hundred sixty (160) foot lot width. a 18 i J 3. Yards—On each service and distribution lot there shall be a front yard not less than sixty (60) foot,depth, a side yard at ' each lot side line not less than twenty-five (25) foot depth, and a rear yard not less than forty (40) foot depth. 4. • Building and structures in service and distribution districts shall not cover more than twenty-five (25%) per centum of the area of any service and distribution lot. 5. All outdoor storage areas other than automobile parking or truck parking and loading areas, shall be screened from view from the street by durable, neat opaque fencing or wails that shall harmonize with the architecture of the buildings. Z. APARTMENTS Apartment dwelling structures may hereafter be built where authorized, but only in accordance with the following require- ments: A. The gross land area of the lot or group of contiguous lots on which an apartment structure is permitted shall be not less than the product of two thousand five hundred (2500) square feet per apartment dwelling unit times the number of such units in the apartment structure proposed. B. Apartment buildings shall not cover more than twenty-five per cent (25%) of the gross land area of the lot or combination of lots. C. No apartment structure shall be higher than two and one- half (21/2) stories or thirty-five (35) feet, D. No apartments shall be erected nearer to the street line than two (2) times the distance from: the ground grade to the top of the plate. Rear and side setbacks shall be not less.than the distance from the ground grade to the top of the plate. E. An unbroken yard space not less than ten (10) feet depth shall be established all along the entire perimeter of the lot or group of lots on which is located an apartment structure. Such yard space shall be planted and maintained. In such yard space, there shall be no-off-street parking nor driveway(s) except a driveway crossing that part of such yard space as is bordered by a street. , \ F. Paved off-street automobile parking spaces shall be pro- ' vided on the lot or group of lots containing an apartment struc- ture and each such space shall be easily accessible from a paved driveway.on the property. There shall be not'less than one (1) such space per apartment.dwelling unit on the property. Each such space shall be not less than two hundred (200) square feet paved area, exclusive of driveway. r - 19 Adopted March 6, 1956, approved May 15, 1956. Amended March 5, .1957, approved June 10, 1957. Amended March 4, 1958, approved July 1, 1958. Amended March 3, 1959, approved June 5, 1959. Amended December 8, 1959, approved December 21, 1959. Amended March 8, 1960, approved May 27, 1960. Amended.July 21, 1960, approved August 18, 1960. Amended March 7, 1961, approved April 10, 1961. Amended March 6, 1962, approved May 31, 1962. Amended July 19, 1963, approved October 2, 1963. Amended March 4, 1964, approved April 8, 1964. Amended March 6, 1965, approved March 25, 1965 Howard W. Sears,Town Clerk f THE F. W. WEBB COMPANIES Boston, Mass. • Greenfield, Mass. Salem, Mass. • Fitchburg, Mass. Hyannis, Mass. Pittsfield, Mass. Nashua, N.H. °7 7 LAW Dc"'Zviq �;e"'e' 1�4 r-t__ AN DISTRI UTOR�S`(!�I OF MADE® - ANACOY V®AOTO THE STANDARDS ❑ TO iNE$TANDAAD$ Of AMERICAN INOIISTRI OF AMEAICAN INODSIAY PIPE TUBE FITTINGS r TODD CONSTRUCTION CORP. General Contracting hand Alteration • 479 SOUTH MAIN STREET RANDOLPH, MASS. 02368 --� • TELEPHONE 963-5670 - ARNSTABLE FIRE DISTRICrI' 19$' Barnstable Massachusetts t CHUS PRUDENTIAL 1 BOARD OF BOARD OF COMMITTEE WATER COMMISSIONERS FIRE ENGINEERS DOUGLAS A. NEIL, CHAIRMAN HERBERT M. LOVELL, CHAIRMAN P. GORDON NELSON WILLIAM P. LOVEJOY, JR. WILLIAM A.-JONES, JR., CHIEF ENGINEER JOHN HINCKLEY LAUCHLAN M. CROCKER DISTRICT CLERK SUPERINTENDENT OF LAUCHLAN M.CROCKER, IST. ASSISTANT ENGINEER BASIL D. EDWARDS,JR. WATER DEPARTMENT RUSSELL A. MILLER, 2ND. ASSISTANT ENGINEER DISTRICT TREASURER KENNETH D. GREENE DAVID L. CROCKER rF}Y September 4, 1965 Town of 6arnstable Board of' Health Town Building Hyannis, jYassachusetts Gentlemen: In answer to your inquiry regarding the water reserves of the Barnstable Fire District, please be advised that the pumping of 10,000 gallons of -water can be acomplished in 25 minutes. The heaviest demand we have ever faced came in the summer of 1964 when the pump ran for a. total of 17 hours and 36 minutes. Sincerely yours, BARNSTABLE .FIRE, DISTRICT BOARD of WATER COMMISSIONERS Herbert M. Lovell, Chairman I k Legal Notices. TOWN OF BARNSTABLE BOARD OF .HEALTH A public hearing will be held by the Board of Health in the Barnstable-West Barnstable School, Main Street, Barnsta- ble, on Thursday, August 26, 1965 at 7:30 p.m. upon the following application to operate a motel in accordance with'. Chapter 140, Section 32B of the General e !Laws, as amended by Chapter 134 ofi !the Acts of 1954. Barnstable Marine Service, Inc. Marina and Freezer Roads Barnstable, Mass. JOSEPH P., MACOMBER, LEONARD J. BELL JOHN 0. NILES, M.D. 8/2 D/65 Board of Heaitp � c i , 4y _i yy¢¢��-WAS.,r� �,m '�mit`7CFa� Y.a*3t(s�a.,•y,�S�k V1/ANT.A®�n1' k For Results :Cail� , -Hvann e. 7,,75 120 - �cr,ee 2550408' R ^TRANSIENT' z .{. ,,t( a � RATESFINei) r 1 te,ee "Wwas, Times Tir Imes` .913.30f.1. t f l Legal Notices TOWN OF BARNSTABLE BOARD OF HEALTH . A public hearing will be held by the' Board of Health in the Barnstable_West Barnstable School, Main Street, Barnsta- ble, on Thursday, August 26, 1965 at 7:30 p.m. upon the following application to operate a motel, in accordance with. Chapter 140, Section 32B of the General Laws, as amended by Chapter 134 of the Acts of 1954. Barnstable Marine Service, Inc. Marina and Freezer Roads Barnstable, Mass. ' JOSEPH P. MACOMBER LEONARD J. BELL JOHN 0. NILES, M.D. Board of Health 8/20/65 ' t. t N , a s _ CM .,5 � .f L .Ki liarONE - 4g �Fo►'�'R'e�sultsy��k� � " �d, 774 . 0 73 , ........... gelrhoulh r'�54g84930011< , 6� rj59=3766 � 4oriea m2 55 T' NSIEN7 RAiEB INe0 V �'Lteiea AParp% ,7hree �} bds'lr C,Timea�ilmes rlm�. ��Z 91 ate•'33p�.. i i Q�O�?H E Tab► BOARD OF HEALTH e 0 3ABNS ABLE, o 9 MASS. 0 �O i639• �® Aug. /S' t9G,5— �G M���. Town of Barnstable Board of Health A pu bli�csh�aariA will be held by the Board of Health iR t`ha aeZst.Barnstable School,40 /yAJY Barnstable, on Thursday, August 26, 1965 at 7.30 P. M. , upon the following application to operate a motel in accordance with Chapter 140, Section 32B of the General Laws, as amended by Chapter 134 of the Acts of 1954. Barnstable Marine Service Inc. Marina and Freezer Roads, Barnstable, Mass. Joseph P Macomber Leonard 3. Bell John 0. Niles, M.D. Board of Health 4g. ,99 65 M State. Health Dept.' F -: Mr.' Paul Anderson,' Lakeville Hospital, ^ t Middleboro, Mass. ' Dear lira Anderson: .. The public hearing on 'the 100 unit motel at Marina and Froezer Roads in Barnstable will be held on'Thursday, August 26th at 7.30 P. X.-at the Barnstable"West Barnstable School on Main Strbet., Barnstable'* Very truly, Robert-D., Chase, Agent Board of Health Torn of Barnstable • Y i r Aug. 19 65 Todd Construction,Ca. 479 So, Istain Street,; Randolph, Mass. Gentlemen; The public hearing on the100 unit motel at Marina and Freezer Roads in Barnstable will be held on,Thursday;,; August 26th at 7.30 P. M. at the Barnstable-West Barnstable School on ��lain Street, Barnstable. `Dory truly yours, Robert .D. Chase$ Agent Board of-Health Health Town of Barnstable INTRODUCTIONS "5 TALK TO BE LIMITED TO SANITATION ONLY`4 ,. (WATER AND SEWAGE) LIMIT INDIVIDUAL SPEECHES TO 3 TO 5 MIN. SPEAKERS FOR MOTEL FIRST SPEAKERS AGAINST MOTEL NEXT ANY ANSWERS TO SPEAKERS. REFERRED TO PAUL ANDERSON 0 September 9, 65 3arnstable Marine Service, Inc. Barnsta ble, Massachusetts Gentlemen: This is to inform you that as It of a sp c al hearing, of the Board of He or Town of Barnstable held on August , 1965, a Board has voted to grant a licens r a 100—U t motel in Barnstable. The license will be issued tislactory completion of the sanitary fl as i cordance with the plans and specificat n sh g sewerage and disposal system for 1 unit motel, arin eezer Roads, Barnstable Harbor, Bar able, Mass ac etts r Barnstable :urine Service, In It (drawing *26 by C. D. Spohr dated June 269 1965). a above plan s approved by the Massachusetts Department o Health on Ju 15, 1965,and filed with the Town of Barn le Board Health August 10, 1965• ery truly yours, BOARD OF HEALTH T04N OF BARNSTABLE By: John 0. Niles Leonard J. Bell Joseph P.Macomber 4optcabar 99 65 , Barnut&lc Marius Scrviao, Lw t, Banta blo, Maaoeohuaatto Gontic=nt Thia is to inform you that as t of a a hoaring of tho Board of H or Town of Bmnwtablo hold on Auguot 1965. o Board hac ` voted to grant a licona a 100. motol in Barnstablo. The lioonso td.0 bo iaoucd tia aatory complotion of tho sanitary oa o 0 Vith the plane and spcoifia aowwago and dihpooa j syst motel, oomw Roach. Barnotablo Barber* Bar o® Maeaaa acts r Barnotable Marino goarvi000 p (dram, by C. D. Spohr dated Juno 26. 1963). o aboro plan approved by the l wowbuaatto Dopaatuont Health on 159 1965saW filed with tho Town of o Board Hoalth Augwt 10. 1965. ory try your as BOARD OF HEALTH TOWN OF BARNSTABLE Bys o n 6. Meg Loofl • i( I e t i t ' 1: ntiru W.:.':-:'tyacr�:.:_..,'va,�,.�,<:..��...,,...fo-3..,.....:.s.".ia:w. ;:.:w±.>..= ......wr.a�:..r.+iS::., : .'.: .. ..�y, - 'G-.r<'::g-�', s.r...n hs�•sa. -�F'''=_.:_..a ��' . ISM 4 64-997769 _M { at a._.'' rF,-. . V:P •t .` o� .A ,� 't fad is r+ t ��a r r �..at y,,`. •r a •3 �. - a � �a .mac -, 'r �. y 7 r t ;a.. �•`` .a..fi r f ...F Ak.h d"+ f' YY•r>C ,r ` '+ �. y * }T .S, :r pµ 5`. 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AM ,s' '� °.�` ✓-�, ♦'E.,t tr` s., '.r "'}} '"" '� �., t. ,�, t,+� as . s !4 - d *,�#..,t •i '.. �z t: h -ray q 4:, r ,,,� r +^i:,f �r" L•«. z n w,.•4 4 "t �,jL, i:• '�c t 4 z �r s ;.e £' rY. t •° + M d♦ r c q 4 -r"'.y �� e.x x,t . 4 ,_. e - ' ?. g..re,' a w t"r..z• T -K 2 ,; �I `z, a *x r r ix"' ` x X a...e. ,}� .z r q !✓"� 'I � „� .�,F .r' rret`,i`t to ¢`i a ro �". s - 4. �Si# � •. tt y # c.e•. w - } E.. y; a� 4� a ,r r n k y s tt ` q t a ' s" �w 'E j:r 't "`.. . :� ti. y 3. r a3 -v Y r a�T+'ey`i. A' ."� t .R t'- a ''•" r r,�, T'Sa T' 7 -.w 3 -,t ..�;'s „f `` '« :F.' L r»?} -3' ^' at +i •' r'i`.`t s< ry yr. g.=• a - .c.. RF'"�. ate,-.�.r. r".: U._ r .:8"- .v ;er".- a> T _ —K 6 612 srf/9I- .3 Q o-Q 5r- -7 e v7- „r m $+ - a�v .................. THE COMMONWEALTH OF MASS Ai HUSETTS ®OAR® 9f H EA .... .... ....... OF........ ..... ..... . , mitiration -for lhgaoia1 Warki.i Cnowitraartilan Vrrmft A licafion-is hereby made for a ermit to Construct ( ) or Repair (4_�_an Individual Sewage Disposal Sys t: �j ......................... �/ Location-A or t No. s •_-__•_ •__ „_ ....- _ __ -••_- _ •- ___-_ _•_- __ .. . .A............................. Owner Address Instal r Address Type of Building/ Size Lot... _ _--------Sq. feet Dwelling AE No. of Bedrooms_____________ _____________________________Expansion Attic ( ) Garbage Grinder ( ) aOther—Type of Building -----_---------_------------ No. of persons............................ Showers ( ) — Cafeteria ( ) G4Other fixtures ------------------------------------------•----------- ------ 1 W Design Vaci , 4-0 P'I person P Y Y gallons. WSe ric Tank Lt uul ca�acrty allons Length_______________ Width................ Diameter---------....... De ,lr:" esi n ow............................. 11ons er erson er da Total dail flow________________________________________ allons. x Disposal Trench—No. ____________________ Width.... Total Length---- Total leaching area--. _. �s . tt. Seepage Pit No--------------------- Diameter--------------- Depth below i'n et ______ ___ eaching area. _�-_S1__S�_�d. ft. z Other Distribution box ( ) Dosing tank-c a Percolation Test Results Performed by___________________n a..__....__...'--______-_______--•-------_•_--____• Date..........___.______ a Test Pit No. I----------------minutes per inch Depth of "Pest Pit..................... Depth to ground water..___ f� Test Pit No. 2................minutes per"`i§chn Dept f Test Pit._____-___-____..._ epth to ound ter_..•_._..__.___-____------------------------ ------ -----------Description of Soil----------------------------------------- -- - - x --------------- U ------------------------ ----------------------------------------------------------------------------------- ---- -:_..__ ��.......... ............. .. 1_ __ Z:�V U Natu e of Rep<' s or Alteration nswer when appli le..." '_ .: -____-_ _ ________________ - --------- Agreement: The undersigned'agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of Article XI of the State Sanitary Code.— The undersigned further agrees not to place the system in operation until a Certificate of Compliance has issue e board of hg4th. Sig" �• '" a---------= ` Application Approved BY /. y !� -- ----------------- '" ��� ��• / / - ate/ . Application Disapproved for the following reasons:•--.---•-------•______e__________________________________________________________________________________________ .......-•---••---•------••-•-•--•----•-•--------------------------------------------------------------=------------------------•-------------------------........----------------•------------•.._..---- ' r � ate Permit No--------------------------------------------------------- Issued:----- J-�'�_.__.... --------- THE COMMONWEALTH OF MASSACHUSETTS BOARD I-B E A - -. ..... .............. i ' '\%Ajilifiration -for Dhipviitti Works Tonotrurtion Vrruift i A licatidn is hereby made for a ermit to Construct ( ) or Repair ( an Individual Sewage Disposal Sys at ....... -• - - - -------------- --•- ---- --- ............................................... Locat 4 or Ko. �----- � Owner Address f�— Instal r Addressr� �� . d Type of Build "' Size'.Zof_._.�.?c:_✓____-----------Sq. feet -4 / _:__`-----------------------Ex ansion Attic Garbage Grinder�, .•f ',Dwelling—No. of Bedrooms-- p ( ) g ( ) per,, Other'—Type of Btulding .._-,...............:...... No. of persons............................ Showers ( ) — Cafeteria ( ) a' Other fixtures ................. ........ d tDesign ;Flow ._ "` tllons per;person per day. Total daily flow------------------------ ------_... ..gallons. Septic 1'Itik •Liquid.capacity! - allons Length---------------- Width..-_-- .. Diameter-... .-..-.-. Depth.. .......... . xDisposal Trerich" No. -------------------- Width:--:.......... .;.,_.. Total Length,.................... Total leaching area--------------------sq. ft. Seepage Pit':No.__:........y-__-._- Diameter..................:. Depth below ink..... _-_ _Hata141eaching area------------------sq. ft. Z. Other Distribution box ( ). Dosing tank Percolation Test Results Performed by----- =----- --- -------------------------------------- Date ---- ----- a Test Pit No. 1..__. .._._- -mintites per inch. Depth of_Test Pit..........:......... Depth to ground water-----:------:.-.-:.... - f1 Test Pit No 2................minutes per inch Depth of Test Pit..........._,,..-:....'Depth to ground water_...-.------------.. .. a' ---------------- - ------------------------------------------•---------•--------- - ---------- 0 Description of Soil----------------------- -------------------------------- --- ---- ----------- U ---- --------=---------------------=---=----=--------------------••--`---•..::......------. -- ------------- W * ----- ---- ----- -------------------------- -- V Nat`e of P.ep or Alteration saver when,appli le._"'"-- A---- 4- - - -- Agreement: f The undersigned agrees to install the aforedescribed Individual'Sewage:Disposal System in accordance with the provisions of:"Article '�I of the State Sanitary Code— The undersigned further agrees not do'place the system in operation.until a Certificate of Compliance has b issued boaxd of health. ` . Sig "- -------•--------- Y--------- Application Approved By a . ----- --- -- j •/.�[ .. f Date , ` r te Application Disapproved for the following reasons----------------------== -----------------•--------------•------------------------------ ----------•------ Date Permit No. ---- issued --------- De --------------- a THE COMMONWEALTH OF MASSACHUSETTS BOARD HEALTH. �fr�'.•!.�r.......... O F..... .. �. Trr#if ratr of Tautphaurr T ZO C TIF - 01hat the Individ I Sewage Disposal System constructed ( ") or Repaired .( by....... rh , :- ----- -..� -------- ---- ---•-- ------•--- stallerdo- Act....e. p' "v " 1-las been installed in accordance with the4 provisions of Article of State Sanitary Co e . s'desc�•bed in tithe application for Disposal Works Construction Permit No..___,_.. ................. dated...._ ) !' _...(...... THEz ISSUANCE,OF'TEAS 'CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE SYSTEM ;WILL FUNCTION SATISFACTORY: DATE ...................................... Inspector%-----------------................................... ..... .. .: _ —.v- THE COMMONWEALTH OF MASSACHUSETTS BOARD HE)4L L No. 1 OF a FEE-- . _...._..--- Permission is hereby granted • +�----.. .---- to Cons]�ct ( ) r e�i.tJ ( av Individual e is sa Sy m at No...C.. .... «- ---- Z. k .1'ky 'L 'L. st 7 as shown on the applicatio for Disposal Works Constru ;'P No--- ------ ---- -- a ..... .. :....._.._.._....... y -•---• = --- ------ ,-`-- -- - ----- . t _ Board of ealth DATE..... ----- - -----------------------------------------------•------ I •�► 2-5-4 FORM 1255 HOBBS WARREN. INC.. PUBLISHERS r r r i 1� TOWN OF BARNSTABLE - UNDERGROUND FUEL AND CHEMICAL STORAGE REGISTRATION MAP NO. PARCEL NO. Q/ ADDRESS OF TANK: U�l'a' md/,n✓cw VILLAGE: &fn 5&b L MAILING ADDRESS ( IF DIFFERENT FROM�ABOVE) : Ok Hai-hSaka- MA A ®2-63D OWNER NAME: �Garmt btel - nl°im Sewico G PHONE: INSTALLATION DATE: A BY: T L12 � - I":STALLER ADDRESS: U'V�J�� �i�. -6,ld3` 12 CERT.NO. *TANK LOCATION: 6�V� �' O d'�i + &,2 dka` (DQ CPS I DQ YANK LOCATION W I r N MMORKCT TO RU I LD I NO) CAPACITY /-/O®O ga/TYPE OF TANK Sled AGE ,--,L_YRS. DE /CHEM I CAL 01/11IP-, TESTING CERTIFICATION C 7 PASS C 7 FAIL DATE LEAK DETECTION C 7 CHECK IF N/A TYPE/BRAND kder'--ROIL -lS ~ZSDL ZONE OF CONTRIBUTION C ] YES I NO DATE TO BE REMOVED FIRE DEPT. PERMIT ISSUED [ YES C 7 NO DATE CONSERVATION C 7 CHECK IF N/A DATE �r� -AgC3_ �,o99 —� BOARD OF HEALTH TAG NO. C 1� ' / 7 DATE iZl I J PLEASE PROVIDE A SKETCH SHOWING THE TANK LOCATION ON THE BACK OF THIS CARD TOWN OF BARNSTABLE - UNDERGROUND FUEL AND CHEMICAL STORAGE REGISTRATION MAP N0. .�� PARCEL N0. Qj ADDRESS OF TANK: FafF I' iLirlr t4 VILLAGE: Adrn soh 1,9— tiumb�r / ®trees! MAILING ADDRESS ( IF DIFFERENT FROM .ABOVE) : ®fC Oko �__5arh hLa__ W Q2630 OWNER NAME: �eyy� :Q- In6, PHONE: -50 3 ' 3G.?_ 13611 INSTALLATION DATE: Aord By: T/I rYl 12Lb't INSTALLER ADDRESS: Web y- m✓e-41 ll'CERT.NO. � h i�1 STANK LOCHTION: jrlY) 4Yy '` d h�)dall lC�. t1Il I A .#. r r s 1 (DQ�IOR Z DQ TANK LOCAT Z ON W Z TH nmop c-r TO BU Z LD Z Nm i I CAPACITY UD�cTaITYPE OF TANKS` _ AGE FUE /CHEMICAL YRS. TESTING CERTIFICATION [ ] PASS C ] FAIL DATE LEAK DETECTION [ ] CHECK IF N%A TYPE/BRAND VeVder-Boo TI-5 _260 ZONE OF CONTRIBUTION [ ] YES C 'I NO DATE TO BE REMOVED FIRE DEPT. PERMIT ISSUED [ j YES C ] NO DATE` /"Glw CONSERVATION [ ] CHECK IF N/A DATE At)rl.I 17 lg9O BOARD OF HEALTH. TAG NO. [ / � ] DATE Tf '11'di I II ,PLEASE PROVIDE A SKETCH SHOWING THE TANK LOCATION ;ON THE BACK OF THIS CARD j TOWN OF BARNSTABLE — UNDERGROUND FUEL AND CHEMICAL STORAGE REGISTRATION MAP NO. �300 PARCEL NO. �f ADDRESS OF TANK: O�f° l"` illr ,c/ VILLAGE:" WAAfflbft0- MAILING ADDRESS ( IF DIFFERENT FROM ABOVE) : ;z0!l iC� �_%' f 7 !`(/9 2, =13j OWNER NAME: F)l1.r'a1 f7tkp_ /"f rif'e- YVI� �i�r� PHONE: 5,60 36%�_ 3�311 INSTALLATION DATE: AY'lT I By: I/'3 ,;,15 d7e-; i f y f' o 4 4-ink ----- i t � INSTALLER ADDRESS: + hsier Aw . &rh>_Vfef"i 't` k `t9?-7M CERT.NO. *TANK LOCATION INr +fl "�If' GF . wJ- l - R. (D¢GCR I DQ TANK LOCAT X�ON WITH RUORMCT TO w'u I l_D I N®) + CAPACITY /_/00Q eo#YPE OF TANK *S-ten AGE - L - YR YS. FUE/CHEMICAL (ii(' f3��f' .• TESTING CERTIFICATION C ] PASS C ] FAIL .-DATE ' LEAK DETECTION [ 7 CHECK IF N`/A TYPE%BRAND yeeder-MR �2-10 ZONE OF CONTRIBUTION C ] YES. ['7f NO DATE TO. BE REMOVED FIRE DEPT. PERMIT ISSUED C)) YES C ] NO DATE CONSERVATION [ ] CHECK IF N/A, � � DATE Aid, t 7 9 BOARD OF HEALTH TAG NO. C /� ] DATE Icyd I / PLEASE PROVIDE A SKETCH "SHOWING THE .TANK .LOCATION ON THE BACK OF .THIS CARD i l �s IC- �C7 0L N &A--re TOWN OF BARNSTABLE UNDERGROUND FUEL AND CHEMICAL STORAGE SYSTEMS ASSESSORS MAP NO. PARCEL' N0. ADDRESS,' Ea- L-E2L-✓L 601 VILLAGE. 2ja-n.)JSZ4 '3 L4~' NAME;_.. .._ .fkYLil.S i tea.LE �i 12/U y7 a�__. /ilk-c- _ CONTACT PERSON V577AI ✓4W,A /Z PHONE NUMBER ��0�: 3 FJ � LOCATION OF TANKS: CAPACITY: TYPE OF FUEL AGE: TYPE: LEAK �� 9 OR CHEMICAL: ' DETECTION �f�/-d`-6 14 3 e;'*5 r ��� T E L, SYSTEM! DATE OF PURCHASE OF. EACH: 1. /�';?l 2'. 3. 4. 5. DATE OF FIRE DEPARTMENT PERMIT: &±t2Gh' X� TESTING CERTIFICATION SUBMITTED: t6ee_5 PASSED DID NOT PASS PLEASE PROVIDE A SKETCH SHOWING TIIE LOCATION OF TANKS ON THE BACK OF THIS CARD AT" Im4-.�,jd6) Pe 4�r 1..� Go {- N c . �,, , BARNSTABLE MARINE SERVICE, INC B A RNS T A B L E M A S S A C H U S E T T S 0 2 6 3 0 _• _ �� Jl :� ,' �4'. _�.. ("k�"' `_. �•,� ., i ,l March 31,1989 *22 . oaMG9 VnoLa U21ZQ0a (2 9MW0aa 0 M a BAR NSTAB LE , M A S S A C H U S E T T . S — 0 2 6 3 0 BARNSTABLE HARBOR Telephone'— 61 -362-3811 TO: Mr. Thomas McKeon `7 Board of Health P.O. Box 534 Hyannis, Ma. 02601 FROM: Barnstable Marine Service, Inc. P.O. Box 366 Barnstable, Ma. 02630 RE: Fuel tank-test results Dear Mr. McKeon, Enclosed please find the results of fuel tank tests completed at Barnstable Marine Service, Inc. on March 16 and 17, 1989. If I can be of any further assistance, please do not hesitate to contact me. Sincerely, Wendy V D�Clerk t HEADQUARTERS FOR CAPE COD BAY TRAVE LIFT- 15 TON INSIDE AND OUTSIDE STORAGE INTERNATIONAL PAINTS SPORT FISHING HULL AND ENGINE REPAIRS MARINE HARDWARE { An AM lei nor rT I a wnuvrmU4of Ausar4asrtts DEPAR`rmENT OF PUBLIC SAFETY--D[VISION OF FIRE: PREVENTION 02 NP E v KEN M I T March 28 19- 8 Date TO MAINTAIN AN EXISTING/NEW UNDERGROUND STORAGE FACILITY In accordance with the provisions -of 527CMR9.24 this permit to maintain an existing/new underground storage facility is granted to : Location of property: Freezer Road Barnstable , Ma .'_ 02630��` Street. address Owner of property: Barnstable Marine Service , Inc . ' Full name of person. firm or corporation Restrictions : Shall comply with 527 ryCMR 9 . 0 of the Massachusetts Fire Prevention Regulations . This permit shall expire on March 28 , 1989 . `tee Paid .$ C, (M.G.L .A. Chapt. 148� Se t16 A) Form F.P. 290 , parts is permit will expire 3/28 1989 �; am. �� ` Date Si ature of Head of re Dept. c 'ppa nt.ed designee r _.- - f f•'i 11 N•l / C I l l /( f'1 M•'1 I � _ __ _ -. _ ..�- �'_: iw a irr+r a�.O.•r ...�. r•.r s..wu c.. rr tiw rat.. -' TANK TEST CAtACTTY rs 0-4 a X a .. ...�w t.._• .. - . °"^. °'r L: tin..►Mow Dw. - :� `.''_�I�r Y'.r f4Sr:,..'. `Yt/w O.Mt_rTer et•..a,i ' - J ❑ ❑ w.-;H7v �ua� >`+a�v,r CH4lt'r TOW # ALL4P FOIL TER': �i ;{ .w~.'� o.... ..�••+� *a.WO1I bril - .?' - - m Fume Pa'AcLsrCR upon uro unu Mut CowrulTrLrt o+1or o t.pi rmiNo oatvlar ow+mT+ r 01 9vZY..�,R a��F..ar. r r - � t __ :.�.: -.._� ,.:•• . �� . Y� Tina pr.. j as t� fI / t �..•„r r M two �r r }x &Pfau CONOMO s ANO►ROCEOuRES TO TEST THIS TAXK: vAroR RECOVERY STSTEII k M..r• aMpr.rt►Ora b~../ItW.Ir� 1tF "..• T7tir w� ,w.❑11ir ort►ttiW IN r.L L r1 Yd lir irir Ot� lYL1T -WERATUREJYOW1�tE FACTOR(u(TO TEST THIS TANK = ' +..... .. .. _ M TowY•rrt[ glow?a1 ►iw/p•um_1 •fM hwa a Twa 1 Emma OrP 1• JIM•S PUMP a TANK SERVICE' ~ �� �— ..a . f4,{IRIO lcprtyoors Tama naw. _I 4f1 a 3 4�'r r w tt.r•iq Y •rraora.1 u�.rw w we""aw•M M w Yirt rra(14 w 171 r•t••d p•rl w 7 - ,,,c11.ut M.�wic,<W on.n . 3. T/(�3 q, 3/ _ a -Ar +�r/'►OHI .• .. Dr Vr s t■"ar..�ate•nt►•qL t.r ■�(i>t Cr""is s it•.r•"ME&KT rrotocutt nai■tea Ia :, lsort[ r« �asata 1m ammu w a tsA ratasl =onm ■m a. a FXM W ua rm u"p ta.is • l..r_w •it 1r0•may .�t"o w.rr t. wr•• s� ono. ut�.. t..r iris o4 - AMC"rrar>.r MI!,*t• � r+q �.� .��(-) Tt..r w.r.• W•t•1� y..�■... 61p tW. .wr n.._ ■r„ �� �r �� V•rq V�1•1 - .riM-•itftl nw._.a a9�wiD 1 7910 /S� Nf�N �u� 1 u " ua." 8D Te -- 4 7� ti • 0: 4 COI{ 794o . . " '' gD • G90 o D 4 .o lq , oG� r0 _ J , .o40 0 N 349 o0 .� I uI-:" ti , o G 0 D s 4 o t-. 0 4 b f 7 f y a0-y o 9 v •S7-.d 4 i g .05 c do s 'ii.tr V)c ;•7 n 0 1� 9 to +.o&L o i BARNSTABLE COUNTY HEALTH AND ENVIRONMENTAL DEPARTMENT LABORATORY REPORT SAMPLE ID. NUMBER B968 Client : BARNSTABLE FIRE DISTRICT Collection Date : 03/28/89 Mailing Addr . Date of Analysis : 03/28/89 Type of Supply: TOWN WATER Well Depth (FT) : Not Given Telephone : 362-6498 Sample Location: MARINA BARNSTABLE HARBOR LAT. (DDMMSS) : Not Given BARNSTABLE LONG. (DDMMSS) : Not Given Collector : GEORGE HEUFELDER Map/Parcel : Affiliation : BCHED Analytical Method: EPA 602 -------------------------------- ------------------------------------- The following reports the concentration of volatile organic compounds in the water sample. Results are expressed as parts per billion or PPB. A designation of ND indicates the associated compound was not detected in the sample. The Environmental .Protection Agency has set Maximum Contaminant Levels (MCL) only for the first 8 compounds listed. -------------------------------- ----------------------------------_-- -------------------------------- ------------------------------------ Contaminants Result MCL Detection PPB PPB Limits (PPB) Benzene 230. 00 5. 0 * MCL EXCEEDED Carbontetrachloride ND 5. 0 0. 2 1 , 17Dichloroethylene ND 7. 0 0. 2 1 , 2-Dichloroethane ND 5. 0 0. 2 Para Dichlorobenzene ND 75. 0 0. 2 Trichloroethylene ND 5. 0 0. 1 1 , 1 , 1 Trichloroethane ND 200. 0 0. 2 Vinyl Chloride ND 2. 0 0. 2 Bromobenzene ND 0. 5 Bromodichloromethane ND 0. 2 Bromof orm ND 0. 4 Bromomethane ND 0. 3 Chlorobenzene ND 0. 2 Chlorodibromomethane ND 0. 2 Chloroethane (Ethyl Chloride) ND 0. 2 p Chloroform ND 0. 2 Chloromethane ND 0. 2 o-Chlorotoluene ND 0. 2 p-Chlorotoluene ND 0. 2 Dibromomethane ND 0. 2 meta-Dichlorobenzene ND 0. 2 ortho-Dichlorobenzene ND 0. 2 trans-1 ,.2 Dichloroethylene ND 0. 2 cis-1 , 2 Dichloroethylene ND 0. 2 Dichlorometha.ne (Methylene Chloride) ND 0. 2 1 , 1 Dichloroethane ND 0. 2 1 , 1 Dichloropropene ND 0. 2 1 , 3 Dichloropropene ND 0. 2 BARNSTABLE COUNTY HEALTH AND ENVIRONMENTAL DEPARTMENT REPORT For : BARNSTABLE FIRE DISTRICT Page 2 of 2 Contaminants Result MCL Detection PPB PPB Limits (PPB) ---------------------------------------------------------------------- 1 , 2 Dichlopropane ND 0. 2 1 , 3 Dichloropropane ND 0. 2 2, 2 Dichloropropane ND 0. 2 Ethylbenzene 88. 00 0. 5 Styrene NA 0. 5 1, 1 , 2 Trichloroethane ND 0. 2 1 , 1 , 1 , 2 Tetrachloroethane ND 0. 2 1 , 1 , 2, 2 Trichloroethane ND 0. 2 Tetrachloroethylene ND 0. 1 1 , 2, 3 Trichloropropane ND 0. 2 Toluene 930. 00 0. 5 para-Xylene 350. 00 0. 5 ortho-Xylene ND 0. 5 meta-XY lene 330. 00 0. 5 Bromochloromethane ND 0. 2 n-Butylbenzene NA 0. 2 Dichlorodifluoromethane ND 0. 4 Fluorotrichloromethane ND 0. 2 Hexachlorobuta.diene NA 0. 2 Isopropylbenzene . NA 0. 5 p- Isopropyletoluene NA 0. 2 Naphthalene NA 0. 2 n-Propylbenzene NA 0. 5 Sec-butylbenzene NA 0. 5 Tert-butylbenzene NA 0. 5 1, 2, 3 Trichlorobenzene NA 0. 2 1 , 2, 4 Trichlorobenzene NA 0. 2 1 , 2, 4 Trimethylbenzene NA 0. 2 1, 3, 5 Trimethylbenzene NA 0. 2 -------------------------------------------------------------------- Additional Comments : ** MANY OTHER CMPS INDICATIVE OF GASOLINE . Method 602 was employed. In the report above, only results for benzene; toluene; ethyl benzene; chlorobenzene; ortho, meta, and para-dichlorobenzene; and ortho', meta, and para-xylene are valid. Eric Butler, Ph. D. Laboratory Director mow. b :.>:1'.�p�,x' 3 •'.. yr(A,F: .... , .,t..•,a �,,(... a ,.:..Ij.. ,., .r. ,.� :"!� . .:.,,..•sa ,• ....�a .:.�:�',a„ S ',..,� - _: +.•.,: }w .,: .: _ KS iµt. �� �.t""'w >w, .:., �', i w..t +.1 :EI� -.tn X ,e ��'a n- ,.Y s<k '�' ..a. , t,3 .#=r n 9:; rt`.�:• 9 vw s.,.. .,,. d f- -_..r:. . .. �... r .4 at ea:, r�.'•.;• ;. wF•.,,. .' P. 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HEADQUARTERS FOR CAPE COD BAY TRAVELIFT- 15 TON INSIDE AND OUTSIDE STORAGE INTERNATIONAL PAINTS SPORT FISHING HULL AND ENGINE REPAIRS MARINE HARDWARE OWN OF BARNSTABLE - UNDERGROUND FUEL AND CHEMICAL STORAGE REGISTRATION C 1 MAP NO. 300 PARCEL NO. off/ ADDRESS OF TANK: /// � &y VILLAGE• -B&- 5taLle- u m b r ®t r�w t MAILING ADDRESS ( IF DIFFERENT FROM ABOVE) : Boy, 36 b, -BarnStalo Ip " 02.63o Purvis t al I - tl&ri� 5eryl'u-, f vi c , OWNER NAME: PHONE: �Od '�(oZ 31311 INSTALLATION DATE: n4 jqjjBy: I nfe-rSfZLTe- pU6�1 p INSTALLER ADDRESS:.We LP- ' G_ .Fa1rhAVaV, M� 02,707 CERT.NO. *TANK LOCATION: 10 Y►'UV!'t r0� main ODIC. bculdi� 0a0 R I as TANK)IL-OCAT I ON WIT 1Ra®I-W.CT TO nu Z LD I NO) CAPACITY DDO<a)TYPE OF TANK ��CP AGE - YRS. / /CHEMICAL C�i�SQI TESTING CERTIFICATION [ ] PASS [ ] FAIL DATE l� LEAK DETECTION [ ] CHECK IF N/A TYPE/BRAND VZZder- F TLC -o250� ZONE OF CONTRIBUTION [ ] YES P4 NO DATE TO BE REMOVED FIRE DEPT. PERMIT ISSUED [ ] YES [ ] NO DATE Allerw CONSERVATION [ ] CHECK IF N/A 63_209�ATE rll `7 lqq ��3. ,� BOARD OF HEALTH TAG NO. [ /oe2L ] DATE --i'd� i4y I PLEASE PROVIDE A SKETCH SHOWING THE TANK LOCATION ON THE BACK OF THIS CARD 'OWN OF BARNSTABLE - UNDERGROUND FUEL AND CHEMICAL STORAGE REGISTRATION ` fi °t MAP NO. 300 PARCEL NO. ca)l ADDRESS OF TANK: off Pl111yyay VILLAGE: tVumbwr 93 ft - - MAILING ADDRESS ( IF DIFFERENT FROM ABOVE) : Boy, 6b L. ei rn st?t(�Ia- fl-,� 02b3U OWNER NAME: �r�5fab flarJ(12r 59Y1 -"c l r)C- PHONE: INSTALLATION DATE: rl I'llr BY: 1nl-c# Gli e.- Nmp? Toile- A INSTALLER ADDRESS: C�P�S��I'/-iV� Fo71 lAVeVl / A d),j I CERT'.NO. f' *TANK LOCATION: '1�; r(3 M/llt�1 1?!i C2 !loll/C'fd (Dacck I Da TANK I LOCAT i ON W 2 TM PIa=F-WCT TC mu I L- �D/I NO) CAPACITY 000,phYPE OF TANK 6fleleI AGE - YRS. F, lJE,/CHEMICAL t 110�l -TESTING CERTIFICATION [ ]PASS [ ] FAIL. DATE "LEAK DETECTION [ ] CHECK IF N/A TYPE/BRAND RQUU ZONE ,OF CONTRIBUTION [ . ] YES [ NO DATE TO BE REMOVED >FIRE DEPT. PERMIT ISSUED [Xi YES [ ] NO DATE N10 t I CONSERVATION [ ] CHECK IF N/A,#;,,� DATEl]I tf I l`�9f YBOARD OF HEALTH TAG NO. [ /� ? ] DATE Al)r71 lggI * PLEASE PROVIDE A SKETCH SHOWING THE TANK LOCATION ON' THE BACK OF THIS CARD .. - . r .�.'�-it kr;. �--......-...._......,,,�.---+.+�'"Y"'�-�y'''"'"'y,�,r.+Y....,..✓'•.�....vir++..--....-w;.. .----e'. � ....•..-�-... . .. .r {. TOWN OF BARNSTABLE - UNDERGROUND FUEL AND CHEMICAL STORAGE REGISTRATION' MAP N0. 3042 PARCEL N0. ADDRESS OF TANK: C. ! �� �t//W%t v VILLAGE: '73 ei rl)5111 E21 -- Numbwr atrmm t! 1 MAILING ADDRESS ( IF DIFFERENT FROM ABOVE) i ; 1 ,. OWNER NAME: �E�'�r1�"}"'t >�-c. ti1"1l7 a�C 1/I tA.0 iYIG t'� ;PHONE: . - oy � 'l INSTALLATION DATE: Anr i 147q l BY: +i i-eyy � f �l'`I r f' f'1 - l I"!STALLER AiJDRESS: ty.)�,;>-, r-Aw r"�'�lt'V)i, v-, � /"1 � 1� 'CERT.NO. *TANK LOCATION-: _ - h; IQzX)-1--,, -0- M/1 fil r-ti i ldri� } r C ociodk I DQ TANK_ i LOCAT i CN W i TM P1memim CT TO HU I LD I NO) CAPACITY Go - ------- (0 ellikYPE OF TANK ' M -L!/ AGE . YRS. IFUEO CHEM I CAL fIl a/-�d TESTING CERTIFICATION [ ] PASS [ ] FAIL' DATE �* 'LEAK DETECTION O[ ] CHECK IF N/A TYPE/BRAND ZONE OF CONTRIBUTION [ ] YES CXI NO DATE TO BE REMOVED FIRE DEPT. PERMIT ISSUED [ ] YES [J ] NO DATE AIA1( CONSERVATION [ ] CHECK IF N/A DATE r.: BOARD OF HEALTH . TAG NO. [ �f ] DATE ' / � l * PLEASE PROVIDE A SKETCH SHOWING THE TANK LOCATION ON THE BACK OF THIS CARD . CnA t�Lf se AT TOWN OF BARNSTABLE r` UNDERGROUND FUEL AND CHEMICAL STORAGE/SYSTEMS NAME C .S © al hr (L.. ADDRESS VILLAGE LOCATION OF TANKS: CAPACITY: TYPE OF FUEL AGE: TYPE: OR CHEMICAL Freezet.--Rd. ,Barnstable J, fl (Give same information for any additional tanks on reverse side of card) DATE OF PURCHASE OF EACH: 1. 2. 3. 4. DATE OF FIRE DEPARTMENT PERMIT: TESTING CERTIFICATION SUBMITTED: PASSED DID NOT PASS LOCATION Barritable:'Marine Service,: Inc. ' Freezer Rd ` - Barnstable Floyd A. VanDuzer, Pres. Off Mill Way Barnstable, Mass. `BOO AMOUNT OF STORAGE 7/25 August ';6,lq5'�+ 2 tanks - 3000 gals,eah r 77/196 March 11, 1'968 Marine gasoline and diesel under - 3,000 diesel ) TOT AL DATE =PAID 6,OQO marine ) 1973 - April 4 MAR' 8 19l6F'E ?" 1930 11 4 MAMARMAR!2 197t .. jlmlf PulmpTAM SERVICE .= ._. cox 94 43S-4 16 To who. this way concern: - The Ey 000 A6,110n diesoI Hess the harbor had .$ pounds of sir In the far a porlod of 24 his, during that time no air was lost. iadarel , Jim's Pump & Tangy Service qw� c phase Barnstable Marine Service Inc. Barnstable Harbor February 3, 1982 Chief David Jones Barnstable Fire Department (� Route 6A Barnstable, Ma. 02630 Dear Chief Jones: i Mr. Jacobi, our Health Inspector, has informed me that the Barnstable Marine Service at Freezer Road, Barnstable, has a 2 ,000 gallon gasoline tank that has not been used in afthk years. Regulation 10.12 (b) of 527 CMR Board of Fier Prevention regulations requires all tanks be removed from the qround if not used within six months. Please let me know what you recommend. Thank you for your cooperation and assistance. Very truly yours, John M. Kelly Director of Public Health JMK/mm WBARMITAM MARTNE SRRVICE Freezer Rd. ,Barnstable I