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HomeMy WebLinkAbout0044 BODICK ROAD - Health 9 CCeJ� TOWN OF BARNSTABL]E l': .ATIONL44 U SEWAGE # LAGE ASSESSOR'S MAP & LOT 44 �1 = NAME&PHONE NO (`6)nj4- 6X%4. `Q"7`7/-9 31 ci SEPTIC TANK CAPACITY i I Vor LEACHING FACILITY: (type) F70 ) A size) NO. OF BEDROOMS G (9 ratx( PowerW ^ _ .BUILDER O R �� M(Z.l 6r�Ya PERMTTDATE: COMPLIANCE DATE: Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Feet Private Water Supply Well and Leaching Facility (If any wells exist on site or within 200 feet of leaching facility) Feet Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of leaching facility) Feet Furnished by __ rr- - - - � CJ v I I � a� � � �= � - ._ _ �� C� �' �� �� ,� BAXTER NYE ENGINEERING & SURVEYING C Registered Professional Engineers and Land Surveyors 78 North Street,31 Floor,Hyannis,MA 02601 Tel: (508)771-7502 Fax: (508)771-7622 11 July 29, 2015 Mr.Thomas McKean, Director 'CI Barnstable Health Department 200 Main Street ' r»I� Hyannis, MA 02601 Re: Follow up for'Sayle & Henry, Inc;- 44 Bodick Road, Hyannis, MA Dear Tom: As a follow-up to our meeting on June 30, 2015, the enclosed information and plans have been completed to address the questions that you have raised as follows: Written Description and Information • A description of the site operation and procedures. • Permitting with and past dealer/wholesale licenses received from the Division of Marine Fisheries. • A description of the filtering system for the lobster tanks, how water is replenished, and how the filters are maintained. • Sketches showing the saltwater flow plan for the lobsters,top and side views of the lobster reservoir,and top and side views of the upflow filter process. • Specification sheets for the Hayward Star-Clear Plus Cartridge Filters to be used in the process (Model#C17502). • Copy of the Division of Marine Fisheries' "Techniques for Live Storage &Shipping of American Lobsters." Plan Revisions • The Septic System Calculations have also been revised to address your comments. o The existing system and permit is adequate for the existing and proposed uses on the site as discussed and detailed on the plan. • The Trailer Elevations plan has been revised to show jack stands under the frame of the trailers for leveling. I trust this additional information addresses your questions. The applicant is looking to install the facility the end of August. If you could please confirm the information provided will allow your sign off. Please do not hesitate to contact me if you need additional information. Thank you for your time. Land Surveys • Site Design • 'Subdivisions • Septic Design • Wetland Filings • Planning ,t July 29, 2015 Mr.Thomas McKean Re: Follow up for Sayle & Henry, Inc.,44 Bodick Road, Hyannis, MA Very truly yours, Matthe W. Eddy, P.E. Managing Partner Enclosures I cc: Charlie Sayle,.owner i Ref.#2015-029 Page 2 BAXTER NYE ENGINEERING& SURVEYING 78 North Street,3,d Floor,Hyannis,MA 02601 Tel: (508)771-7502 Fax: (508)771-7622 i Sayle & Henry, Inc. D/bla Nantucket Fish & Dairy Sayle's Seafood P.O. BOX 1062 Nantucket, MA 02554 508-280-4160 June 28, 2015 (Expounded July 21, 2015) To: Barnstable Health Department c/o Mathew Eddy Baxter Nye RE: Sayle &Henry, Inc. @ 44 Bodick Road Sayle &Henry, Inc. intends to use the proposed site for live storage of lobsters. Lobsters are proposed to be purchased from other dealers and direct from fisherman off site than transported by refrigerated truck to be stored/seasoned in a refrigerated salt water marine environment for redistribution,on a seasonal basis from April till November up to 1 days a week. A permit is required from the Mass. Div. Marine Fisheries. This permit cannot be applied for until the facility is inspected and approved by the Massachusetts Department of Public Health. The Facility cannot be inspected by the Massa_husetts Department of Public Health until it is constructed. Please see attached Massachusetts Division of Marine Fisheries "Wholesale Dealers Permits" from 2011, 2012, 2013 &2014 when this facility was in operation in Plymouth. Saltwater is proposed to be pumped from the ocean& trucked in by tanker to fill the system. The water doesn't need to be discharged; it does occasionally need to be replenished with more ocean water(trucked in) due to the water loss from removing lobsters from the system. Once the water is in the system, it is continuously circulating through a series of refrigeration,biological(natural beneficial bacteria),particle(cartridge) and carbon filters. Water is pumped from reservoir, refrigerated, filtered, sent to tanks than returned to reservoir. See attachments"Flow Plan","Reservoir Side View", "Reservoir Top View", "Up Flow Filter Side View", "Up Flow Filter Top View". The return water filter pads are disposed of and replaced with new pads as needed. The cartridge filters are washed and reused as needed. The washing of the cartridge filters will be done at our facility on Nantucket with the drainage going to the sewer line. please see attachment"Techniques for Live Storage & Shipping of American Lobster"published by-the Massachusetts Division of Marine Fisheries July 2002. This publication explains the basic lobster holding system techniques. L S II Sayle &Henry, Inc. also intends to use the proposed site for cross docking other food and non hazards freight products to be transported to and from Nantucket Island. Cross docking of freight is proposed to be year round. A seasonal (April-November) 3/4"water supply (i.e. Garden Hose) is proposed to be run to the site from Cape Dairy's existing town water service for rinsing the floors inside the lobster facility and inside the refrigerated trucks. The water supply will not be used to clean the outside of the trucks or engines as to prevent the possibility of oil contamination of the grounds. No bleach or other cleaners will be used when rinsing to eliminate the possibility of contamination to the lobster system.. The maximum number of employees required onsite for the lobster and freight operation including myself is 3. Wholesale Dealers Permits" "Flow Plan" "Reservoir Side View" "Reservoir Top View" "Up Flow Filter Side View" "Up Flow Filter Top View" "Techniques for Live Storage& Shipping of American Lobster" I - Sincerely, Charles Sayle III President, SayIe &Henry, Inc. Commonwealth of Massachusetts WHOLESALE DEALER 4245 Department of Fish and Game SAYLE&HEr1RY INC RELIIaBLE FISH CO. DIVISION OF MARINE FISHERIES DEALER PERK!IT BAIT FiNFISH WHOLESALE DEALER PRODUCT LNE LOBSTERS SCALLOP MEAT 4245 Permit Er161494 EKPIRES: 12-3i-2011 ACTIVITY. PRIMARY RIJYER SAYLE&HENRY INC RELIABLE DOB: FISH CO. ISSUED: 05-04-2011 11 TOWN WHARF (508)280-4160 pLYMOUTH,MA 02360 _ —�--- DIRECTO Signature: R .r-.- --------- Pa;--)J.Diodati Commonwealth Of Massachusetts WHOLESALE DEALER 4245 Department of Fish and Gamo SAYLE&HENRY INC RELIABLE FISH CO. DIVISION OF MARINE FISHERIES DEALER,PERMIT BAIT FINFISH WHOLESALE DEW-ER PRODUCT: LIVE LOBSTERS SCALLOP MEAT 4245permit iD:161494 EXPIRES 12-31-2012 - ACTIVITY: PRIMARY BUYER SAYLE&HENRY INC RELIABLE DOB: - FISH CO. ISSUED: 01-18-2012 11 TOWN WHARF (508)2804160 PLYMOUTH,MA 02,,360 �4 DIRECTOR: Signature: - Pau!J_Diadati� Commonwealth of Massachusetts WHOLESALE DEALER 4245 Department of Fish and Game SAYLE&HENRY INC RELIABLE FISH CO. DIVISION OF MARINE FISHERIES DEFILER PERMIT BAIT FINFISH WHOLESALE DEALER _ PRODUCT, LIVE LOBSTERS SCALLOP?MEAT 4245 Permit ID*161494 EXPIRES 12-31-2013 ACTIVITY: PRIMARY BUYER SAYLE&HENRY INC RELIABLE DOB: FISH CO. ISSUED: 01-17-2013 11 TOWN WHARF (508)280-4160 PLYMOUTH,MA 02360 1 DIRECTOR' Signature: Paul J.❑iodati Commonwealth of Massachusetts WHOLESALE DEALER 4245 Department of Fish and Game SAYLE&HENRY.INC RELIABLE FISH CO. DIVISION OF MARINE•FiSHERIES DEALER PERMIT BAIT FINFISH WHOLESALE DEALER �PRODUCT. LIVE LOBSTERS SCALLOP MEAT 4245 Permit ID:161494 EXPIRES 12-31-2014 =AGTIVi7Y: PRIMARY BUYER SAYLE&HENRY INC RELIABLE FISH CO. 11 TOWN WHARF DOB: PLYMOUTH,MA02360 ISSUED: 12-30-2013 DIRECTOR_ i:ZrQ� Signature:p — - Qauf.i-Oindari RETURN RESERVOIR WITH DOWN FLOW GRAVITY FILTER (BIOLOGICAL FILTER) RETURN ,: SUCTION FROM BELOW FILTER BED SUCTION FROM ABOVE FILTER BED SUPPLY FOR TANK NTH UPFLOW PRESSURE, UPFLOW FILTER BIOLOGICAL FILTER CARTRIDGE FILTERS SUCTION FROM RESERVOIR REFRIGERATION COILS ELECTRICAL PANEL PUMPS nTANKS SUPPLY SUPPLY SUPPLY RETURN TANKS TANKS TANKS TANKS SAYLE AND HENRY, INC. LA FLOW PLAN 44 BODICK ROAD ` HYANNIS, MA' (NOT TO SCALE) JU N E 30, 2015 G o SUPPLY MANIFOLD SUPPLY CARTRIDGE FILTER STANDPIPE RETURN a U PFLOW FILTER TOP �� EW SAYLE AND HENRY, INC. 44 BODICK ROAD (NOT TO SCALE) HYANNIS, MA JUNE 30, 2015 z 0 0 0 STANDPIPE SUPPLY FROM CARTRIDGE FILTERS WATER LEVEL MARBLE CARBON Y MARBLE O O O O O O a RETURN SUPPLY MANIFOLD a U PELOW FILTER SIDE VIEW SAYLE AND HENRY, INC. z (NOT TO SCALE) 44 BODICK ROAD HYANNIS, MA JUNE 30, 2015 V ' G o'. FILTER PAD RETURN WATER SUCTION MANIFOLD UNDER GRAVEL In 1 Q 0 SAYLE AND HENRY, INC. RESERVOIR TOP VIEW 44 BODICK ROAD 3 (Nor TO SCALE) H YAN N I S, MA JUNE 30, 2015 z 0 V O �----- FILTER PAD FOR RETURN WATER WATER Y o ° o ° a ° o ° o °C�is°Dcs�° �T°� ° 0000000000° ° ° ho ° ° � o a 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 PLASTIC SCREEN FLOOR SUCTION FROM BELOW FLOOR 3 SAYLE AND HENRY, INC. RESERVOIR SIDE VIEW 44 BODICK ROAD Z (NOT TO SCALE) H YAN N I S, MA JU N E 30, 2015 F 0 O ISC1750 Rev C HAYWARKY INSTALLATION, OPERATION & PARTS Owner's Manual NSF. HAYWARD STAR-CLEARTM PLUS CARTRIDGE FILTERS Models C751 C7512 C900 C9002(S) C1200 C12002(S) C1502 C17502(S) C2002 MODEL EFFECTIVE FILTRATION DESIGN FLOW RATE DESIGN FLOW RATE AREA RESIDENTIAL PUBLIC FT' M2 GPM LPM GPM LPM C751 75 7.0 75 284 28 106 C900 90 8.4 90 341 34 129 C1200 120 11.1 120 454 45 170 C7512 75 7.0 75 284 28 106 C9002 S 90 8.4 90 341 34 129 C12002 S 120 11.1 120 454 45 170 C1502 150 13.9 120 454 56 212 C17502 S 175 16.3 120 454 66 250 C2002 200 18.6 120 1 454 75 284 MAXIMUM WORKING PRESSURE FOR ALL MODELS 50 PSI 3.45 BAR ATTENTION INSTALLER: THIS MANUAL CONTAINS IMPORTANT INFORMATION ON THE OPERATION, AND SAFE USE OF THIS EQUIPMENT. THIS MANUAL IS INTENDED FOR THE END USER OF THIS PRODUCT Hayward Pool Products 620 Division Street, Elizabeth, NJ 07207 Phone: (908) 351.5400 www.haywardnet.com HAYWARKY A This is the safety-alert symbol.When you see this symbol on your equipment or in this manual,look for one of the following signal words and be alert to the potential for personal injury or death. AWARNING Warns about hazards that could cause serious personal injury or,death,and or major property damage and if ignored presents a potential hazard ACAUTION Warns about hazards that will or can cause minor or moderate personal injury and/or property damage and if ignored presents a potential hazard. it can also make consumers aware of actions that are unpredictable and unsafe. The NOTICE label indicates special instructions that are important but not related to hazards. A READ,UNDERSTAND, AND FOLLOW ALL SAFETY AND OPERATION INSTRUCTIONS. FAILURE TO FOLLOW SAFETY AND OPERATION INSTRUCTIONS CAN RESULT IN SEVERE PERSONAL INJURY OR DEATH. c A CAUTION To reduce risk of injury,do not permit children to use or climb on this product. Closely supervise children at all times. The ANSI/NSPI4 Standard(above-ground and on-ground pools)advises that components such as the filtration system, pumps,and heaters be positioned to prevent their being used as a means of access to the pool by young children. A WARNING COMPONENT SEPARATION HAZARD Pool and spa water circulation systems operate under hazardous pressure during start up,normal operation,and possibly after pump shut off. Pressure in system can cause explosive component separation of the upper filter body if safety and operation instructions are not followed. Severe personal injury or death can result. AThis product should be installed and serviced only by a qualified pool professional. TO AVOID COMPONENT SEPARATION • Follow all safety and operation instructions. • Do not operate water circulation system if a system component is assembled improperly,damaged,missing,or not a genuine Hayward component. • Before performing maintenance on the water circulation system,verify all system and pump controls are in OFF position and filter manual air relief valve is in the OPEN position. • Before starting the system purnp,verify that system valves are set in a position to allow water from the filter to return back to the pool. • Before starting the system pump,the manual air relief valve must be in the OPEN position. • When starting pump,do not stand over or near filter. • Return to filter to close manual air relief valve only when a steady stream of water(Not air or air and water mix)is discharged from the manual air relief valve. A WARNING EXCESS PRESSURE HAZARD Pressure testing of the pump and filter system in excess of the 50 PSI can cause explosive separation of the components. Component separation can result in severe personal injury or death. A WARNING ELECTROCUTION HAZARD Itage electricity is present in the pool and spa equipment. High voltage electricity can cause shock and electrocution. id electrocution can result in severe personal injury or death. • All electrical wiring MUST be in conformance with applicable local codes,regulations and the National Electrical Code(NEC). • Before performing any service or maintenance on electrical equipment turn off all electrical power. • Contact a licensed electrician or building inspector for information on local electrical codes for bonding requirements. a Verify water discharge from tte filter manual air relief valve is directed away from electrical devices. • Do not locate pump controls over or near filter. A WARNING SUCTION ENTRAPMENT HAZARD. Suction in suction outlets and/or suction outlet covers that are,damaged,broken,cracked,missing,or unsecured can cause severe injury and/or death due to the following entrapment hazards: Hair Entrapment-Hair can become entangled in suction outlet cover. Limb Entrapment-A limb inserted into an opening of a suction outlet sump or suction outlet cover that is damaged,broken,cracked, missing,or not securely attached can result in a mechanical bind or swelling of the limb. Body Suction Entrapment-A negative pressure applied to a large portion of the body or limbs can result in an entrapment. Evisceration/Disembowelment Entrapment-A negative pressure applied directly to the intestines through an unprotected suction outlet sump or suction outlet cover that is,damaged,broken,cracked,missing,or unsecured can result in evisceration/disembowelment entrapment. nical Entrapment-There is potential for jewelry,swimsuit,hair decorations,finger,toe or knuckle to be caught in an opening of a suction wer resulting in mechanical entrapment. USE ONLY HAYWARD GENUINE REPLACEMENT PARTS Page 2 of 8 STAR-CLEAR PLUS CARTRIDGE FILTER ISC1750 REV C f . .MHAYWARKY TO REDUCE THE RISK OF ENTRAPMENT HAZARDS: • A minimum of two functioning suction outlets per pump must be installed. Suction outlets in the same plane(i.e.floor or wall),must be installed a minimum of three feet(T) [1 meter]apart,as measured from near point to near point. • Dual suction outlets shall be placed in such locations and distances to avoid"dual blockage"by a user. • Dual suction outlets shall not be located on seating areas or on the backrest for such seating areas. • The pool or spa circulation system shall be designed to comply with ANSI/APSP-7 2006. • Suction outlet covers shall conform to ANSI/ASME Al 12.19.8 • Never use Pool or Spa if any suction outlet component(cover/grate)is damaged,broken,cracked,missing,or not securely attached. • Immediately replace damaged,broken,cracked,missing,or not securely attached suction outlet components. • The CPSP as well as the ICC International Residential Code Part IX,Appendix G,Section AGI06 specifies the installation of a safety vacuum release system conforming to ASME Al12.19.17,or an approved gravity drain system. • Failure to remove pressure test plugs and/or plugs used in winterization of the pool/spa from the suction outlets can result in an increased potential for suction entrapment. • Failure to keep suction outlet components clear of debris,such as leaves,dirt,hair,paper and other material can result in an increased potential for suction entrapment. Suction outlet covers and grates have a finite life.They should be inspected frequently and replaced within specified life. GENERAL INFORMATION The Hayward Star-Clear Plus filter is a high performance swimming pool filter with a residential filtration rating of 4,500 gallons(17 kl)per hour(C751),5,400 gallons(20.5 kl)per hour(C900),or 7,200 gallons(27.3 kl)per hour(C1200,C1502, C1750,and C2002). Manufactured from durable,corrosion-proof materials,they are designed for continuous or intermittent operation,for installation above or below the pool water line,for fresh or saltwater swimming pools or spas. Star-Clear Plus filters utilize a reusable single element,reinforced polyester filter cartridge to provide a high degree of water clarity with absolute minimum care.Their unique design is such that no tools are needed to remove or replace the cartridge in the filter assembly. Simply spin off the locking knob, lift off the filter cover and remove the cartridge.It's that easy. PUMP SELECTION AND LOCATION To power your Star-Clear Plus filter,select a continuous duty pump designed for swimming pool or spa service. It is important to first determine where your pump and filter will be located. If above the water line,a self-priming pump must be used. Self-priming pumps such as Hayward's Super Pump, Super IITM, or TriStarTM have the ability to lift water from a lower level and prime automatically. Select a pump appropriate for your application.Taking into consideration,operation of hydrotherapy fittings,automatic cleaners,required turn over rates and losses in the system.A dealer can help you select the proper size pump for your system. FILTER LOCATION 1. Since plumbing fittings offer a resistance to water flow,position the filter as close to the swimming pool as local codes allow.Keep the number of fittings to a minimum.Select a well drained area,one that will not flood when it rains. 2. Set the filter on a solid level surface.Allow a minimum top clearance for cartridge removal of 19" (483mm)for the C751 and C900, 25" (635mm)for the C1200,C1502 and allow 30"(762mm)for the C1750 and C2002.Be sure filter,pump, drain&pressure gauge are accessible for convenient operation. 3.Position the filter so the tank can drain by gravity. 4. If practical,place pump and filter in the shade to shield it from continuous,direct heat from the sun. CFILTER LOCATION— —® FILTER LOCATION— 'LOW WATER LINE ABOVE WATERLINE PRESSURE AIR RELIEF PRESSURE--� -*-AIR RELIEF GAUGE VALVE GAUGE. VALVE RLTER FILTER PUMP PUMP POOL fiJCT10N � + POOL RETURN POOL RETURN i (FILTERED) 1 (FILTERED) r y I r POOLSUC m 1 - SUCTION VALVE l — DRAIN PLUG DRAIN PLUG USE ONLY HAYWARD GENUINE REPLACEMENT PARTS Page 3 of 8 STAR-CLEAR PLUS CARTRIDGE FILTER ISC1750 REV C HAYWARIY PLUMBING 1.Use 1-1/2"or 2"piping.When making permanent connections,be sure to provide unions for easy servicing. .2.Refer to the diagrams on previous page for basic suggested valving.Ball valves are recommended where needed.While systems vary,the main consideration is to provide the desired control of water flow from the pool to the pump and filter,and back to the pool.When the filter is located below water level,provide valves to prevent back flow of water to the filter during cleaning and routine servicing. 3.All plumbing on the Star-Clear Plus filter is 1-1/2"or 2"N.P.T.or socket(solvent weld).When making threaded connections to the filter use plastic adapters.Apply three turns of Teflon tape(or use special plastic pipe sealant)to male threads. Screw the fitting into the thread hand tight;then using a wrench,tighten one more full turn.Additional tightening is unnecessary and could result in broken or damaged fittings. 4.Connect the pool suction plumbing between the skimmer,pool outlet,etc.and the pump. 5. Install the pool return plumbing. 6. If the pressure gauge is not installed,apply three wraps of Teflon tape to the gauge threads,and carefully screw the gauge into the threaded hole in the filter head. 7.A filter drain plug is furnished with each filter and is all that is needed for complete filter draining. A manual air relief valve is furnished to aid in bleeding off unwanted air when starting the filter.The auto air relief provides air removal during operation. 8. All electrical connections should be made in accordance with local codes. 9.Check for joint leaks before operating 10.Refer to pump instruction booklet for pump information. REQUIRED CLEARANCE SIDE ABOVE IN CM IN CM STARTING THE FILTER C751 18 46 19 48 Be sure filter drain plug is closed. Open manual air relief valve a few C900 18 46 19 48 turns and open the suction and return valves(when used). C1200 18 46 25 64 C7512 18 46 19 48 A CAUTION: All suction and discharge valves C9002(S) 18 46 19 48 must be open when starting the system. Failure to do so C12002(S) 18 46 25 64 could cause severe personal injury and/or property C1502 18 46 25 64 damage.Be sure locking knob is secure;hand tighten-only slight I C17502(S) 1 18 46 30 76 pressure is required). C2002 18 46 30 76 Stand clear of the filter and prime and start the pump, following the manufacturer's instructions.Air trapped in the system will automatically vent to the pool and out air relief valve.Close air relief valve as soon as air is vented. FILTERING Filtration starts as soon as flow is steady through the filter.As the filter cartridge removes dirt from the pool water,the accumulated dirt causes a resistance to flow.As a result,the gauge pressure will rise and the flow will decrease. When the pressure rises 7-10 psi(.49- .70 Bar)above the starting pressure, or when flow decreases below desired rate,clean or replace the filter cartridge. CLEAN/REPLACE CARTRIDGE REMOVING CARTRIDGE ELEMENT 1. Shut off the pump. 2. If filter is located below water level,close valves or block off suction&discharge lines to prevent backflow of water from the pool. 3.Remove drain plug and allow water to drain from filter.Close drain plug. (To assist draining process;open air vent a few turns.) 4.Unscrew and remove locking knob(counterclockwise direction)and carefully lift off top cover to gain access to filter cartridge. 5.Lift out cartridge and clean.Or,replace with clean,spare cartridge.(See Cleaning Cartridge.) REINSTALLING CARTRIDGE ELEMENT 1.Clean any collected debris from the bottom of filter body. 2.Carefully replace cartridge element over tie rod and into filter body ensuring that the cartridge sits evenly on the collector hub in bottom of filter body. 3.Place cover on filter body(being sure filter head 0-ring is in place and clean).Fit tie rod end through center hole. 4.Tighten locking knob in clockwise direction.(Hand tight only.) 5.Proceed as in STARTING THE FILTER. USE ONLY HAYWARD GENUINE REPLACEMENT PARTS Page 4 of 8 STAR-CLEAR PLUS CARTRIDGE FILTER ISC1750 REV C r HAYWARKY CLEANING CARTRIDGE The cartridge filter element can be cleaned by pressure washing inside and out with a garden hose. (The cartridge is easier to clean when dry.)After hosing the cartridge,for best results,allow cartridge to dry and carefully brush pleated surface areas to remove fine particles. Do not pressure wash,as it can damage the filter element. Algae,suntan oil and body oils can form a coating on the cartridge pleats which may not be thoroughly removed by hosing.To remove such materials,soak the cartridge in a solution of filter element cleaner(various brands available at pool dealer).Follow manufacturer's directions for use and allow an hour for soaking. Hose thoroughly before reinstalling in filter. j A spare cartridge filter element is an excellent investment.It provides convenience and ensures that your filter will always be ready to operate at peak efficiency. 1. Hayward cartridges are specially designed and engineered for use in Star-Clear Plus filters.For best results,use only genuine Hayward Star-Clear cartridges in your filter.Order Model No. CX760RE,CX900RE, CX1200RE, CX1520RE, CX1750RE, or CX202ORE from your dealer.The Hayward name is your guarantee of quality. VACUUMING Vacuuming can be performed directly into the filter whenever needed.Clean cartridge after vacuuming,if required. WINTERIZING (Filter) In areas where sub-freezing temperatures can be expected,the filter should be drained and/or removed from its,operating location and stored indoors.Remove and clean cartridge.Reinstall cartridge in filter tank.Tighten locking knob only a few turns when storing. SERVICE AND REPAIRS Consult your local authorized Hayward dealer or service center. No returns may be made directly to the factory without the expressed written authorization of Hayward Pool Products. SUGGESTED POOL CHEMISTRY LEVELS 20 Head Loss Curve STAR CLEAR PLUS 1B. C750,C900 CUKC1502. pH 7.2to7.8 16 14 TOTAL ALKALINITY 80 to 120 ppm 3 o tz CALCIUM HARDNESS 200 to 400 ppm 110 COMBINED CHLORINE .2 ppm Maximum 9 �� C17502,C2002 CHLORINE(STABILIZED) 1.0 to 3.0 ppm 2 CHLORINE STABILIZER 0 10 20 30 40 so 90 7° 90 90 100 110 120 130 (Cyanuric Acid) 60 to 80 ppm Flow(GPM) USE ONLY HAYWARD GENUINE REPLACEMENT PARTS Page 5 of 8 STAR-CLEAR PLUS CARTRIDGE FILTER ISC1750 REV C HAYWARKY PROBLEM SOLVING LIST LOW WATER FLOW SHORT FILTER CYCLES POOL WATER WON'T CLEAR UP REMEDY 1.Check skimmer and pump 1.Check for algae in pool and treat as 1.Check chlorine,pH and total strainer baskets for deb-is. required. alkalinity levels and adjust as 2.Check for restrictions i--i intake required. and discharge lines. 2.Be sure chlorine and pH levels are 3.Check for air leak in intake line in proper range(adjust as required). 2.Be sure flow rate through filter is (indicated by bubbles returning to sufficient. pool). 4.Clean Filter Cartridges 3. Operate filter for longer periods. (see Page 5) PARTS 3 � 0 b Models C751,C7512,C900,C90C2(S),C1200, C12002(S)C1502,C17502(S),and C2002 Filters 2 NO. PARTNO. DESCRIPTION REQ1D. ® a 6 b la CX90OG Locking Knob 1 C lb CX1750G Locking Knob 1 2 CX900H 0-Ring 1 4 3 CX900W Washer 2 4 CX900J E-Ring 1 5 CX900D Guide Cone 1 6a CX900B Filter Head w/Directional Vent 1 C:D� 6b CX1200B Filter Head w/Directional Vent 1 b_ ® a 6c CX1750B Filter Head W/Directional Vent 1 12 c b 7 CX90OF Filter Head 0-Ring 1 d 8a CX900AA Filter Body-1-1/2" FIP 1 8b CX900AA2 Filter Body-2" FIP 1 9 ECX2712BI Pressure Gauge 1 10a CX760RE Cartridge Element(C751,C7512) 1 10b CX90ORE Cartridge Element C900 1 ' 10c CX1200RE Cartridge Element(C1200) 1 10d CX1750RE Cartridge Element(C1750) I a 10e CX1520RE Cartridge Element(C1502) 1 tt b 10f CX202ORE Cartridge Element(C2002) 1 g a c 1la CX800Z2 Tie Rod(C900) 1 1lb CX1100Z2 Tie Rod(C1200) 1 1lc CX1750Z2 Tie Rod(C1750) 1 12a CX800Z4 Auto Air Relief Tube(C900) 1 12b CX1100Z4 Auto Air Relief Tube(C1200) 1 12c CX1750Z4 Auto Air Relief Tube(C1750) 1 13 CX250Z14A 1/2 Drain Plug Aith O-Ring 1 13 ECX900K 2"PVC Socket Connector 2 Set of 2 of ShownECX1322A Directional Vent Valve w/O-Ring I USE ONLY HAYWARD GENUINE REPLACEMENT PARTS Page 6 of 8 STAR-CLEAR PLUS CARTRIDGE FILTER ISC1750 REV C f HAYWAR[Y HAYWARD®LIMITED WARRANTY To Buyer,as original purchaser of this equipment,Hayward Pool Products,620 Division Street,Elizabeth,New Jersey,warrants its products free from defects in materials and workmanship for a period of ONE(1)year from the date of purchase. Parts which fail or become defective during the warranty period,except as a result of freezing,negligence,improper installation,use,or care,shall be repaired or replaced,at our option,without charge,within 90 days of the receipt of defective product,barring unforeseen delays. To obtain warranty replacements or repair,defective components or parts should be returned,transportation paid,to the place of purchase,or to the nearest authorized Hayward service center._For further Hayward dealer or service center information,contact Hayward customer service department. No returns may be made directly to the factory without the express written authorization of Hayward Pool Products. To original purchasers of this equipment,Hayward Pool Products warrants its products to be free from defects in materials and workmanship for a period of ONE.(1)year from the date of purchase. Filters which become defective during the warranty period,except as a result of freezing,negligence,improper installation,use or care, shall be repaired or replaced,at our option,without charge. All other conditions and terms of the standard warranty apply. Hayward shall not be responsible for cartage,removal and/or reinstallation labor or any other such costs incurred in obtaining warranty replacements. The Hayward Pool Products warranty does not apply to components manufactured by others. For such products,the warranty established by the respective manufacturer will apply. Some states do not allow a limitation on how long an implied warranty lasts,or the exclusion or limitation of incidental or consequential damages,so the above limitation or exclusion may not apply to you. This warranty gives you specific legal rights,and you may also have other rights,which vary from state to state. Hayward Pool Products 620 Division Street *Supersedes all previous publications. Elizabeth,NJ 07207 DATE OF INSTALLATION INITIAL PRESSURE GAUGE READING (CLEAN FILTER) PUMP MODEL HORSEPOWER FILTER MODEL SERIAL NUMBER USE ONLY HAYWARD GENUINE REPLACEMENT PARTS Page 7 of 8 STAR-CLEAR PLUS CARTRIDGE FILTER ISC1750 REV C HAYWARKY PRODUCT REGISTRATION (Retain For Your Records) ♦Retain this Warranty Certificate in a safe and convenient location for your records DETACH HERE:Fill out bottom portion completely and mail within 10 days of purchase/installation or register online. -- ------------------------------------------------------------------------ STAR-CLEAR PLUS CARTRIDGE FILTER Warranty Card Registration Register online at www.haywardnet.com Please Print Clearly: I First Name Last Name Street Address_____ q City___ _ State_ _Zip 4 Phone Number Purchase Date - E-Mail Address_ Serial Number _ ' of Pooh, 1ciincretefqunite F Vinyl C1 Fibergtass Model Number 3Qther w- Pool Capacity (U.S. Gallons) []Please nclude me on all e-mail communications regarding Hayward®Equipment or promotions. Mail to: Hayward Pool Products, 620 Division Street, Elizabeth, N1 07207 Installation for - - Attn:Warranty Dept Or REGISTER YOUR WARRANTY ON-LINE AT WWW.HAYWARDNET.COM inpround ( A - rou L} HAYWA D Hayward is a registered trademark of Hayward Industries,Inc. ©Hayward Pool Products.2011 All rights reserved Techniquesfor Live Storage & Shipping of American . Lobster By Bruce T. Estrella ti I .tiF: Third Edition Commonwealth of Massachusetts Department of F- s"heries, Wildlife & Environmental Law Enforcement Division of Marine Fisheries July 2002 Techniques. for Live Storage & Shipping of American. Lobster By Bruce T.Estrella Third Edition July 2002 Second Edition January 1993 First Edition October.1984 Massachusetts Division of Marine Fisheries Technical Report TR-8 Commonwealth of Massachusetts Executive Office of Environmental Affairs Bob Durand, Secretary Department of Fisheries,Wildlife&Environmental Law Horeement David M. Peters, Commissioner Division of Marine Fisheries Paul J. Diodati, Director July 2002 � � � ' CONTENTS ����«l� m'���� -m �� Page - ` __.. .--.\ {u1ou]ucbou ----'--'---''-----------------'---' - ` � ) Live Storage. ' l /k. System Design Options.-~__,_~_____.__~._.___.__._______ .~ 2 � | ]�.Tank Coom�ox�oo--.-----'--------'----------'---' - � -4 � (�. `�utor ---''-'-----'------------'.-------'.' � L9urucumterLbm�a -'..-------.---------'.--.-'--'--'''-- � � 2L 6 � � -'------'--'-------------------- ` 7 3. [j�odat�uz-.-._---.-------------.-.------------ 4` Pdtogioo.-_--.._-.-_________._._.__._.__.___...............~ ` .0 o' FU1er------.--.--.-------_----_ h. Preumz 0 ny�U�z-.-----.-.._-.------'-.--..---.�----- .W o. F81*r------_'__-__._____________.._ lO D. Causes wf ---..-_--_-_------_.-._.' � Shipping~,_._______.____.__.___,,,.._..,_..____.,_._.__,_.- 13 14 Ij�za�z�:--..'...�.....�.'.-..'.��'_.��...............��............-------_--�.....'----- 15 A. and Crate .-'----- Appendix � B. Required Massachusetts Pen-nits and Trispections-.-' ... ........................|7 � 7 ~^ � � ' � K U _� Introduction This public information booklet is intended as a concise guide for prospective commercial lobster dealers in the construction, operation, and maintenance of American lobster holding systems, and in the proper technique for shipping live lobster. It does not cover every operational design in use today, but concentrates on the major and basic points which must be addressed in order to maintain a successful operation. Much has been written about the subjects of lobster holding and shipping methodology; however, the lack of a single, updated comprehensive treatment of these subjects prompted the-'drafting of this treatise. Considerable research has been carried out with marine re-circulating systems;thereby improving our knowledge of the changes which can occur in a captive body of water. Effective procedures for dealing with these changes in order to maximize lobster survival and minimize impact on business overhead are discussed. Although live lobster shipping methodology has not changed much over the years,the major considerations necessary to minimize losses are also reviewed. This booklet was not intended to"re-invent the wheel'but to facilitate"its use. Much of the enclosed information was condensed from other published documents which are listed in the literature section and melded for easy reading. Specific reference to these documents was omitted from the text in order to simplify the presentation. Live Storage A. System Design Options Live storage of ,American lobster for extended periods may be accomplished by several methodologies. Commercial dealers located in coastal vicinities may utilize floating crates,wooden"cars," dammed-off coves (common in State of Maine and Canada or sheltered holding tanks which are continuous) supplied. ? 9 y pp with running sea water pumped directly from the ocean (open system). Systems which are located further inland are limited to using recirculated- refrigerated tanks with a transported seawater or artificial sea water medium (closed system). Each system has its advantages and disadvantages. Open seawater systems are the least complex to operate. If the source of seawater is high in quality, filtration may be unnecessary. However, the coastal environment is subject to periodic appearance of pathogens and toxicants which may be harmful to lobster. Under extreme conditions complex filtration and ultraviolet sterilization systems may be necessary. Pressure sand filters or cartridge filters will enhance the ultraviolet treatment process. Major problems in a flow-through system are the presence of fouling organisms and silt. Sets of oysters, barnacles, or mussels can severely restrict water flow through the pipes and must be removed. This requires shut-down and mechanical cleaning and/or periodic back flushing, Construction of a back-up system would allow commercial operation to continue if the primary system fails or is shut down for cleaning. The intake pipe should be placed in deeper water which is normally cooler and has a more constant salinity than the surface. The opening of the intake pipe should be covered by a removable screen or run from a filter box containing shells or gravel to.remove suspended solids and hamper fouling (Figure 1). Such structure will require periodic maintenance. The decision to use a submersible or non-submersible pump may depend on the distance between the tank and water source. A submersible pump may be more effective over a long distance, however, maintenance and electrical installation are simplified when the pump is land-based. 1 i i i a ANPUT if t + y+�ni �+ - :� r<i'ri►- 'i:1� _.I�fi'�3�ddd(]r + ��tf@r imp 0 SHEL.k Of! COARSE GRAVEL y' •G.ass'c'¢'8jlia sd (�'k=��' �'a .�1., t�. ;"-r.=�',- v �.fg�rl�1i1�:1� fifA$e' t.�S fi11i� +si£�#1s1$r"141e. iE r!$ a In€i p.i A,Y fit!ig-throtly 1 ,41r�' s i A closed recirculating system will reduce pumping costs and exposure to the marine environment and thereby allow better control over pathogen entry, particularly if an artificial medium is' used. Gravity or biological filters are two water cleansing options used in closed systems. Figure 2A depicts a simplified closed recirculating system. B. Tank Construction The size and shape of a tank may vary depending upon space restrictions and needs. Keeping in mind a suggested loading ratio of 1 to 2 lbs. of lobster to 2 gallons of water, the tank capacity in gallons yielded by contemplated tank dimensions can be easily computed using the following formula: #gallons= (desired water depth x tank length x tank width) _F If measurements in inches,then F=231 cubic inches/gallon If measurements in feet,then F=0.13368 cubic Ugallon* T cubic foot= 1728 cubic inches= 7.48 gallons). Tanks constructed of glass and aluminum or stainless steel are convenient for display but costly. A less expensive and commonly used construction material is pine planking. Most other woods, including plywood, have been used successfully although the toxicity of oak,cedar,and redwood is suspected, Wooden,concrete,or cinder block tanks, can be coated with fiberglass or epoxy resin to seal them,enhance their longevity, and facilitate cleaning. The rounding of corners aids water circulation, andfeiiminates sites of debris collection and low dissolved oxygen. Commercially produced molded fiberglass and plastic tanks-as well as glass display tanks are available from several firms(Appendix A). The plumbing layout must not contain any copper or copper alloys (brass, bronze, Monel Metal, etc.)which are in contact with the water. The leaching of copper ions into the water will readily occur and is extremely lethal to lobster. Consequently, a pump with a bronze impeller should not be used. Zinc and lead are also toxic and should not interface with system water. PVC piping is the preferred choice for plumbing. The use of capped "T's" in place of elbows will facilitate cleaning. 2 Water entering the tanks may be sprayed through holes in a capped pipe or through a series of holes in an overhead pipe. This will achieve aeration by breaking the surface tension of the water and trapping air. Air pumps which force air through diffusers,or mechanical agitators may also be used. Tank drains should be at least ii/.inches in diameter and may be placed in the side or bottom of the tank. Since the water level is controlled by the height of the drain opening, the water level in a bottom drained tank may be simply adjusted by fitting a particular length of pipe (standpipe) into the drain hole. This pipe should be removable to allow complete drainage if necessary. A self-flushing tank can be easily made by placing a notched pips of larger diameter over the bottom standpipe (Figure 3). This causes water to be drawn from the bottom of the tank, thereby pulling some debris with it. If the tank's water supply is stopped for any reason, lobster will quickly use up available dissolved oxygen in the standing water and suffocate faster than they would in moist air. if such conditions are expected to be prolonged, tanks should be drained. A%4 inch hole at the base of the standpipe will allow drainage. r............. _. A 7 t ; ._. �._ _.._._�v-ter _ _ • •i- �� 1 I _ :Sar��r.�r'#�rat ,,r.`r; e;rc %:idt.,a.3rr;,+ ?fstr-+=•: :�: ate';: mil,_--- �� - ��, f.e�et'.•e]siitiei a^•d ;•3c�S �7F1% ;f. :+; _'t ., E f-. gg , I BiukPq*r.W Fgtsas s s l l' Alone 3 f I a t E III' f � E7C2 _ cf. f�3e311lJ€$s rfvin If}oull �i�i�t}��}ri q nof,--eal prPC is-'�'r Ssn+III ill:9inriC'? :�t�dJill14l t t re41r P'tfn, of al. 1 9!9) C. Water Quality If cost and/or inconvenience prevent shipping sea water inland, sftificial sea salt mixtures can be prepared. Six major salts which are easily purchased from chemical supply firms can be dissolved in 100 gallons of tap water at the following proportions and provide a medium with a salinity of 34 oloo(parts par thousand): Ounces Sodium chloride(Na CI) 376.66 Magnesium sulfate(Mg SO4) 92.50 Magnesium chloride(Mg Cl2) 73.33 Calcium chloride(Ca Cl2) 19.17 1 Potassium chloride(K CI) 9.17 Sodium bicarbonate(Na HCOO 2.85 Although somewhat effective at keeping lobster alive, such mixtures which do not include trace elements are generally considered unsatisfactory for culture and long-term use. It is difficult; if not impossible, however, to duplicate all trace elements available in natural sea water since the contributing proportions:of many are infinitesimally small. The following table should emphasize the complexity of natural sea water: 4 Element Amount.ripm Element Amount. pnm . Ag, Silver 0.303 Ar,Argon 0.6 Al,Aluminum 0.01 As,Arsenic 0.003 Au, Gold 0.000011 : Mo, Molybdenum 0.01 B. Boron 4.6 N, Nitrogen 0.5 Ba, Barium 0.03 Na,Sodium 10,500 Be, Beryllium 0.0000006 Nb, Niobium 0.00001 Bi, Bismuth 0.000017 Ne, Neon 0,00014 Br, Bromine 65 Ni, Nickel 0.0054 C, Carbon 28 O, Oxygen 857,000 Ca, Calcium 400 P, Phosphorus 0.07 Cd, Cadmium 0.00011 Pa, Proctactinium 2x10-9 Ce, Cerium 0.0004 Pb,Lead 0.00003 Cl,Chlorine 19,000 Ra, Radium 6x1T" Co, Cobalt 0.00027 Rb, Rubidium 0.12 Cr, Chromium 0.00005 Rn, Radon 6x1016 Cs, Cesium 0.0005 S, Sulfur 885 Cu, Copper 0.003 Sb,Antimony 0.00033 F, Ftouride 1.3 Sc, Scandium <0.000004 Fe, Iron 0.01 Se, Selenien: 0.00009 Ga,Gallium 0.00003 Si, Silicon 3 Ge, Germanium 0.00007 Sri,Tin 0.003 H, Hydrogen 108,000 Sr,Strontium 8.1 He, Helium 0.0000069 Ta,Tantalum <0.0000025 Hf, Hafrium - <0.000008 Th,Thorium 0.00005 Hg, Mercury 0.00003 Ti,Titanium 0.001 1, Iodine 0.06 TI,Thallium <0.00001 In, Indium <<0.02 U, Uranium 0.003 K, Potassium 380 V. Vanadium 0.002 Kr,Krypton 0.0025 W, Tungsten 0.0001 La,Lanthanum 0.000012 Xe,Xenon O,000052 Li, Lithium 0.18 Y, Yttrium 0.003 Mg, Magnesium 1350 Zn,zinc 0.01 Mn, Manganese 0.002 Zr,Zirconium 0.000022 Even though trace elements comprise less than one percent of the total salts in natural sea water, their importance in providing an ionically balanced medium is not diminished. Such a medium has nutritive and life supportive properties and is particularly important when used for culturing delicate larvae and for scientific investigations. There are numerous commercial sea salt mixtures available (Appendix A). Care should be taken to choose one which contains at least the essential elements in ratios approximating natural sea water. Lobster can actively absorb ions from solution; consequently, an unbalanced salt mixture may be toxic. It is the ionic antagonism resulting from a balance of ingredients which cancels the poisonous potential of individual elements. The buildup of ammonia excreted by lobster is a common problem in a closed system which can upset this chemical balance and cause mortality. Consequently, biological and physical water treatment procedures become a necessity for removing nitrogenous wastes and other metabolic by-products. This will be discussed in more detail in another section. 33 1. Parameter Limits Optimum salinity for lobster ranges from 29 to 35 o/oo. Acclimation to salinities outside this range is possible if other conditions are favorable. For example, survival can occur at 11 o/oo at 40, F, or at 26 o/oo at 700 F. The upper tolerance is at 45 0%o while survival at lower salinities is enhanced if the temperature is low. 5 i Commercial sea salt mixtures are available for mixing with tap water. However, precautions should be taken to insure that any chlorine present in the tap water has dissipated before lobster are added. A concentration of 0.1 ppm chlorine is toxic to lobster. If present,recirculate water for two to three day$ (depending upon concentration)or pass water through an activated charcoal filter. Commercial dechlorinators such as:sodium thlosulfate are available from aquarium stores. A pH level between 5 and 9 should be maintained. The use of calcareous materials in the filter such as broken mollusc shells will aid in buffering against a usually declining system pH. The pH of natural sea water ranges from 7.5 to 8.4. The addition of activated carbon to a biofilter will help to maintain a pH level above 7.5 because it also inhibits a buildup of acid substances in the system. Its use has been found to reduce mortality by approximately 10%. Ammonia is quite toxic to lobster and will build to high levels in the holding system unless it is controlled by nitrifying bacteria in a biological filter. These bacteria will convert ammonia to nitrite which is less toxic and then convert nitrite to nitrate. The system is considered to be balanced when the bacterial colon has rows large enough to Y 9 9 g keep the ammonia and nitrite levels under control.When this happens,a test for ammonia should read< 10 ppm while nitrite drops to<5 ppm. Under these circumstances nitrate levels will continue to build and should be kept below 100 ppm by a regular schedule of water changes. The toxicity of copper ions to lobster cannot be overstated. The normal concentration of copper in sea water is 0.003 ppm.The lethal threshold of copper established for lobster is 0.056 ppm. 2. Refrigeration An optimal system water temperature should fail between 40°F and 50°F and may vary depending upon individual needs. For instance, lobster held at 48° F are fairly active and appealing to a customer. At 400 F they are markedly less active but will last longer under stressful conditions due to a slower metabolic rate. Also, waste production Will decrease as the temperature decreases. Consequently,a refrigeration unit consisting of a compressor and coils which are of proper capacity for the size of the system must be installed. Special construction is necessary because cooling coils are normally made of (toxic) copper tubing. Safe coil materials are black iron, galvanized iron, plastic, titanium, and stainless steel. Black iron and galvanized iron will eventually rust, and plastic is impractical due to poor heat conductivity. Stainless steel may not be a useful choice for cooling coil construction; it is non-toxic and corrosion resistant, but it is greatly susceptible. to electrolysis. Titanium tubing is efficient at heat conduction and resistance to corrosion and as a result is commonly found in modern commercially manufactured systems. A general rule of thumb is to use eight square feet of black iron coil surface per ton of refrigeration. The square footage per ton would have to be increased by 60-80% if plastic coils are used (although it is probably more accurate to relate coil surface area to horsepower). The use of a pump to agitate water flow over the cooling surface enhances the water-to-coif friction and is far more efficient than allowing cooling coils to passively chill water. The compressor and cooling coil or heat exchanger surface area should be capable of maintaining a water temperature between 40°F and 500 F. Placement of air-cooled condensers is critical since they give off excessive heat.A refrigeration specialist should be consulted for proper installation. Suggested compressor sizes are: Compressor Size(horse power) n System Size[gallons) 1/3 75-125 314 200-250 1 275-400 1% 425-700 2 800-1100 3 1200-1500 6 A temperature of 45, F approximates the body temperature of lobster when they are unpacked from an iced shipping container and minimizes temperature shock. Although lobster can adapt to a wide range of temperatures, exposure to sudden extreme changes should be avoided. Lobster should be protected from direct contact with cooling surfaces by using a baffle plate (Figure 2) or maintaining refrigerant coils in a separate tank. Death may ensue when lobster are exposed to a rapid rise in temperature while reaction is less violent to decreases in temperature. Lobster can adjust satisfactorily to a temperature differential of 15^ F, although complete acclimation may take nearly three weeks. Differentials greater than 15° F may lead to mortality. Lobster captured during the summer months are acclimated to warm ocean temperatures;they should be gradually adjusted to holding tank temperatures to avoid temperature shock. 3. Circulation Oxygen is another important requirement which must be available at optimal levels for proper holding conditions. Oxygen level varies with water temperature. As the temperature rises the oxygen holding capacity drops. When water holds all that it can at a given temperature it is said to be saturated as in the natural environment. At 320 F saturated sea water contains 12 ppm (parts per million)oxygen but at 770 F it contains 7 ppm. The oxygen concentration of the storage system should be kept at or near saturation_level. The rate of oxygen going Into solution is enhanced by breaking up the surface of the water through use of a re- circulating pump,the size of which is an important consideration. Oxygen dissolves in water more readily when it is broken into small bubbles by an air stone or air breaker. If the return flow is directed through a perforated pipe overhanging the tank, the resulting spray will break the surface tension and facilitate tt,e dissolving of oxygen. Minimum circulation requirements for a suggested loading ratio of 1 lb.of lobster to 2 gallons of water are: Pounds of Lobster 55 110 220 660 Degrees(F) Rate of circulation (gallons per minute) 40 '/ 1 2 6 50 1 2 4 12 60 1% 3 6 18 70 2 4 8 24 Larger loading ratios will increase the rate of oxygen consumption and circulation requirements. The water flow requirement to maintain 1,000 pounds of lobster at 45°F where 60% of the dissolved oxygen is utilized is 10.8 gallons per minute. The plumbing must be constructed properly to prevent super-saturation of the water which will cause a condition known as gas disease (which is similar to a pressure-related ailment called "the bends" experienced by divers). Super- saturation will occur when the pump is working against high head pressure and an air leak develops on the vacuum side of the pump. Death may result in a few hours to two weeks depending uron the acuteness of the problem. In order to prevent this the re-circulating system should be operated under low head pressure by selecting a low speed pump (e.g.,1725 r.p.m. preferable to 3450 r.p.m.); avoid a deep well jet pump; minimize the height at which water must be pumped; make the outlet pipe diameter larger than the suction pipe;minimize the number of elbows or"T's" in the piping, the layout should be as straight as possible; give preference to a gravity filter rather than a pressure filter; and do not install a priming valve on the intake side. The amount of oxygen present in sea-water varies with salinity as well as temperature. Oxygen holding capacity increases as water temperature and salinity decrease. Oxygen consumption is directly related to temperature. At 60, F lobster consume about twice as much oxygen as they do at 400 F. If the salinity is below optimum the oxygen requirement is also increased. Also, after feeding,oxygen consumption nearly doubles and remains high for three or four days. Small lobster require appreciably more oxygen per pound than large lobster. 7 4. Filtration Sanitation is an important aspect of holding system operation. Water which is cloudy and foul smelling is generally laden with organic material from not only waste products but from broken lobster parts. This organic matter breaks down into complex toxic by-products and in the process can utilize a large volume of oxygen. Water in this condition is apparently receiving inadequate filtration and should be changed to reduce its toxicity. Filtration will help to cleanse the water and reduce the need for water changes. Large amounts of protein in the water will cause surface foaming.. For these reasons, food should be omitted during short-term holding due to its pollution potential. Lobster have been held successfully for seven months without food. Although a slightly lower meat yield resulted,flavor was not affected. - 4a.Gravity(Mechanical)Filter Several options for filtration system construction are available. A simple gravity filter may be prepared by building a box with a plastic screen bottom and filling it with turkish toweling, burlap, cheesecloth, or cotton waste. Fiberglass insulation has been used successfully, however, it is not recommended because loose glass fibers will injure lobster, and may affect mortality in lobster held for long periods. Other filter materials such as 118" to 114" gravel or activated carbon may be used. This type of filter box,when placed in an accessible location allows easy inspection and replacement of the filter medium when needed. A polyester fiber pad may be placed on top of the filter material in order to screen large particulate matter. This "pre-filter" can be periodically removed, flushed, and reused. A filter box size of 2' x 2` x 2' is suggested for a 200 to 400 gallon system. 4b. Pressure Filter ` Commercial pressure filters, e.g. swimming pool filters, using charcoal or sand will also be effective at removing particulate matter, but are expensive and may cause gas disease. Generally, the volume of the filtrant material which these filters can hold is relatively small and therefore requires periodic back-flushing to clean the medium. Such a filter should be shunted to a fresh water system for back-flushing because back-washing into the saltwater system will release into the system all of the particulate matter which is trapped in the filter.This will require a complete water change. 4c.Biological Filter A third filter type is the biological filter which has a multifaceted application. formally commercial holding systems are designed for short-term lobster holding with filters intended mainly for removal of solid wastes. However, successful re-circulating system operation requires an awareness of the changes occurring in a captive body of water. Even with a gravity filter in place, the buildup of nitrogenous compounds is a common problem. For example, ammonia, the major metabolic waste products of not only lobster but most aquatic animals is extremely toxic to all life forms and should be kept below 10 ppm. It can be controlled by employing a biological filter which is populated with nitrifying bacteria that metabolize ammonia.and convert it to less toxic nitrite and then to nitrate. This is the nitrification segment of biological water treatment. If lobster are going to be held in closed systems for a long period of time, and particularly if they are fed, then ammonia production and buildup will be enhanced. Sudden overloading o-- a system with lobster(high lobster to water ratio)will have the same result and require regular complete water changes to mitigate the toxic effect. A high lobster to water ratio may be tolerated with fewer water changes If a biological filter is utilized. However, keep in mind that an . effective biological filter is one-in which the microbial population is in equilibrium with the waste produced by the lobster. Maintaining the recommended system loading ratio of one pound of lobster to two gallons of water will reduce the water changing frequency and yet optimize use of the medium. 8 i ll pgp gq EN .a low-A W.I"W.* ACTIVATED CAW IN PLASTIC lC SC¢t l"Ir'`6 9 e;•'Fe e.. e • •.►� *� ••'�e � 4 __ --a.ii t eije f„eee,.estee*tr:li e ey i 4.a is�*��irte se; mart;����a`;rt��,�.�R�11y e DOLOMITE OR CRUSHED Si1 E L,t_ &sea;Ee=# i13 ,-`_ _ +ii>•P�a.�#. e .;iT•ks�i•� 1#f1�4"�Y:{�r.� - ._ .�'"LtT;€�i: �'a try��. S1;S WjIPL& .. F♦' .yye''s CJ t• -a :C+,• -dryo�, Y `�f i �y9+ielrt.�t aspq. .'L.y •oe,tee'' .4d) V;a,�; : e _ ro-e�r�E13;a;.D:.•t�•'P�'1:3-'e` �yy�09•-4` _ t - -- FILTER PLATE BOTTOM Or- I~ILTER BOX Fig-are 4.t llnm;irf b c4ifndfildit ji- til rilfran' iFfjtvm f! reshni° i�� a 511jj�'i'de'J' � �!CT�6Fea���f1f 8�1f��'i7�i` iS�:PaF3 p�riPl'.i i-k:� �P/�l'�t•rl rii3Flr,�P a r �}•rr A biological filter may simply consist of a box containing materials that provide surface area for bacterial growth. Ammonia-fouled water flowing through the filter is acted upon by the bacteria. Filter materials may include granular activated carbon, a layer of crushed oyster shell or dolomite, and a layer of coarse oyster or clam shells, all of which should be washed thoroughly before use. These materials also provide some mechanical filtration since particles will be trapped between the grains. A pre-filter pad may also be used here to screen large particles. The bottom layer of coarse shell should rest on a perforated filter plate which suspends it above the floor of the tank to provide under-drainage(Figure 4). In addition to providing sufficient area for bacterial growth, the layer of granular activated carbon will absorb dissolved organic carbon, while the layers of shell's provide a carbonate buffer against a declining pH resulting from a buildup of nitrates in addition to other factors: abundant nitrate ions readily replace carbonate and bicarbonate ions to form nitric acid. Successive layers of crushed shell and finally marine-activated carbon should each be sandwiched by nylon screening to keep the layers discrete and facilitate removal for cleaning. Phosphates will precipitate as calcium sails onto the filter bed and reduce its buffering capacity. This requires periodic stirring and/or rinsing of the filtrant materials. However,washing will remove most of the detritus which supports a large population of nitrifying bacteria. It also detaches bacteria from the filtrant surface. Consequently, if washing is absolutely necessary, it should be done directly in the system with clean water of the same salinity. The surface area of such a filter should approximate 25 percent of the total water area. Since microbial activity in a fine-grained filter diminishes with increasing depth due to declining oxygen availability,overall filter depth should not exceed one foot. Most of the nitri2cation will occur in the top several inches of the fine-grained segment of the filtrant material. The turnover ratio should be 2 to 3 tank volumes per hour. Although the biological filter described has been proven to be successful, recent studies have shown that the use of a filtrant material size of 2-5 mm ( 111E - 3/8" dolomite, crushed mollusc shells, or coral gravel)will enhance uniform distribution of nitrifying bacteria throughout the filter. If used,this will decrease the size of the filter needed and allow more efficient utilization of space. 9 The filter can be placed above the holding tank or submerged in a separate tank. The latter maximizes filtration efficiency since the entire surface area will be covered with water. It should be noted that the activity level of nitrifying bacteria will be drastically reduced when the medium temperature is below 506 F as is generally the case with commercial lobster holding systems. Consequently, caution should be taken if a biological filter is incorporated since its efficiency will be lowered. A change of from 10 to 30 percent of the water per month is recommended, particularly if the suggested loading ratio is exceeded. Nevertheless, a biological filter will increase the length of time that water can be re-circulated for it mitigates lethal toxic buildup. It is advisable to allow from one to two months for the bacterial medium in biological.filters to develop, depending upon water temperature. Filter bacteria can be introduced into the system by the addition of natural bay water, soil nitrifying bacteria, or by inoculation from an established filter bed. In the latter two cases, one may vigorously mix well cultivated garden soil or filtrant.materials with fresh water, allow the solids to settle out, then pour the liquid into the new filter. The loading capacity of the system will vary according to.the area of the filter's surface,the successful colonization and resulting density of nitrifying bacteria, and the health of the biological filter. The system parameters should be closely monitored to determine the holding capacity of the system. If the parameter limits are exceeded, the health of the filters bacterial colony will suffer and the number of lobster it can sustain will diminish. The operator should seek to achieve a balanced system which is one in which the biological filter is in equilibrium with the waste production. Secondary Water Treatment Secondary water treatment is a necessary segment of the biological filtration system only if one wishes to control the buildup of nitrates and the resulting need for the previously described frequent water changes. This facet of biological filtration is seldom employed in commercial lobster operations. It is described here only to provide a comprehensive description of biological filtration. This is the dissimulation segment of biological water treatment where nitrates are reduced to free nitrogen and/or converted to plant tissue. it is accomplished by the culture of filamentous or leafy marine macroscopic algae. A separate tank must be provided with light either natural or artificial for the algae to conduct photosynthesis (Figure 26). peeping the rest of the system in dim light will help prevent spread of the algae throughout the system. The growth and viability of both the microbial and algal populations will depend upon the supply of available nutrients. Once bacteria and algae are introduced into the system, the nutrients (waste products) necessary for their growth and proliferation must be supplied. Lobster may be maintained in the tank with a mechanical or gravity filter until the biological filter is fully developed. Under such conditions the water chemistry should be regularly monitored and water changes made if necessary. Portable test kits are available from a number of sources (Appendix A) which will determine dissolved oxygen, salinity (may be measured with a hydrometer), ammonia (NH4), nitrate (NOA and pH. These parameters, in addition to temperature, should be major considerations of a system operator. (When deciding on which water analysis kit to purchase it may be helpful to consider the maximum number of tests which each kit allows). D. Troubleshooting Causes of Mortality It is obviously important to regularly monitor system parameters to avert excessive mortality, however, when evaluating system problems one should keep in mind that lobster mortality may be attributed to a number of causes. In addition to toxic construction materials, heavy metals and chlorine, lobster are extremely susceptible to insecticides including"no-pest strips". These should not be used in the vicinity of holding tanks. Cleaning fluids, hand lotions, or any other foreign solutions should not come in contract with the water. 10 Although the potential lethality of toxic materials and abnormal system parameters has already been discussed, it is important to know that high temperature, low salinity, low dissolved oxygen, pollution, overcrowding, and aggression may be particularly detrimental during the molting period. The physiological changes which lobster undergo at this time make them particularly sensitive to stress and their vulnerability to physical abuse is much greater than hard-shelled lobster. The crowded conditions that potentially can occur in a holding tank will enhance stress by lowering the dissolved oxygen level, increasing waste production, and lowering pH. Low salinity, oxygen depletion, and gas disease appear to be more hazardous at high temperatures. Consequently, it is advisable to keep system parameters at the suggested ideal levels. Lobster which are captured by trawler may be exposed to oxygen deficient mud which is also swept into the cod end of the trawl. This material may clog the gills and not only directly interfere with the normal flow of water over the gill surfaces but also compete for available oxygen. There is also the likelihood of physical damage to the fine gill filaments. Such stressed lobster are highly susceptible to mortality unless properly washed and stored at a lovr temperature (400 F). If uninjured, lobster can clean away most of the mud through the beating action.of their gill bailers within a few hours. Nevertheless, if not properly cared for, trawl-caught lobster may be more likely to succumb to adverse holding conditions than trap-caught lobster. Gaffkemia, a naturally occurring bacterial disease of the blood, has received the greatest notoriety as a potential lobster killer. American lobster are very susceptible to it. Bacteria will enter the lobster through breaks in the shell, consequently, shell damage or broken claws caused by rough handling, puncture wounds from pegging claws (rather that banding), or lobster aggression under crowded conditions may result-An losses if the bacteria are present. High temperatures and low salinity will shorten time to death to a few days; under ideal conditions the time to death may take one to two months. Since the disease is harmless to man,weakened lobster can be cooked without any problem. However, given the ease at wh'.ch the disease may infect other lobster some precautions should be taken. For insurance each new lobster shipment should be isolated in a separate tank. One can usually determine within 4-5 days if any diseased lobster are present. Infected lobster exhibit progressive weakness, sluggishness, and assume a spread eagle position just prior to death. They may also develop a pinkish to reddish coloration observable through the semi- transparent membranes on the underside of the tail. However,this condition can be caused by a number of other factors so the common name of"Red Tail'disease is a misnomer. If identified, diseased lobster should be quickly removed and the shipment quarantined until sold. The tanks should then be drained, thoroughly scrubbed and rinsed to remove as much organic material as possible(algae, etc.). Then rewash with a commercial chlorine bleach to kill bacteria,flush well and refill with de-chlorinated water(1 grain of sodium thiosulfate per gallon of water). Dechlorination material is available from aquarium shops. Keep in mind that filters should be cleansed in the same fashion or re-infection may occur. Medicinally-treated foods have been developed to combat gaffkemia in lobster holding facilities. It should be noted that such antibiotics will also affect the flora in biological filters. Another lobster ailment which also generally follows an initial external injury is shell disease. Invading chitin- consuming microorganisms cause a tunneling and pitting of the shell and eventually ulceration. Death will not usually ensue unless the chitinous covering of the gills is attacked, subsequently interfering with respiration. If ulceration of underlying tissue has not occurred then the symptoms will usually be eliminated when the shell is shed. Consequently, small lobster,which molt at a greater frequency than large lobster, are less likely to exhibit extensive symptoms. Most parasitic infections are not believed to seriously impact lobster and may be responsible for only chronic low level mortality depending upon the species and anatomical site of attachment (digestive tract, gills, heart muscle). However, one species, a ciliated protozoan (Mugardia) has caused extensive mortality in some Maine impoundments in recent years.This pathogen is thought to enter the body through a wound or break in the shell. Mugardia has been found to actively devour lobster blood cells causing mortality within a few weeks through anemia and asphyxiation. 11 Troubleshooting system problems can be accomplished if the following symptoms and probable causes are recognized and corrective measures implemented: SYMPTOMS AND PROBABLE CAUSES OF DEATH OF LOBSTERS IN RECIRCULATED HOLDING SYSTEMS (adapted from Goggins, 1960) SYMPTOMS PROBABLE CAUSE CORRECTION Lobster becomes increasingly 1.Lack of oxygen 1. Remove some lobster from. weak and sluggish;dies in 2.Copper poisoning system or increase spread-eagle position circulation 3.Poisoning due to breakdown 2. Remove copper from system. of waste material 3. Change water Many dead upon arrival. Show Bacterial disease,Garikemia I.'_Salvage weak lubstet,: above symptoms when placed in Protozoan,Mugardia 2. Notify Mass.Division of water_ More active lobster, Marine Fisheries, upon removal from water,die in from 15-20 minutes: If wounded,bleed to death quickly. Lobster become increasingly weak 1. Fresh water 1.Check salinity and correct. and sluggish. Die in spread-eagle 2. Acute gas disease 2.Check vacuum side of pump position with bloating,while still for possible air leaks,and alive,at junctions of carapace and correct. tail,walking legs and body Lobster may show mild irritation t. Mild Gas Disease 1. Same as 02 above. (more activity than normal),walk 2. Mild insecticide poisoning 2 Drain tank thoroughly, on tips of walking legs)vith tail Clean with strong alkali. angled upward,then lose sense of Replace water. balance,fall on side or back, unable to right itself. May not die for week or more. Lobster hyperactive. May leap Acute insecticide poisoning. Same as#2,above. out of water. May die in from 2-4 hours. Lobster hyperactive,at first. High salinity. More than 40 Correct the formulation of Will arch tail upward and forward parts per thousand. water. as far as possible. Will back in almost perpendicular position against sides of tank,then relax and act normal. Then usually die in from 15-20 minutes. In winter,lobster sluggish when Freezing. Ice crystals Adequate protection in placed in water. Dies within 24 formed in tissue cells. transit_ hours. When boiled,meat-usually tail section-mushy. July to October,in neu,shelf Weak stock. Lobster more Handle lobster as carefully stock. Lobster weakens and dies. sensitive generally because of as if they were eggs. Avoid molting and adverse holding abrupt changes in physical conditions,especially to chemical cnvironient. abrupt changes in temperature. May be further weakened by poor handling. 12 SHIPPING The general procedure for shipping live lobster involves removing them from their sea water medium and packing them in crates constructed of wood, insulated waterproof cardboard, styrofoam, or facsimile. The same precautions advised for storage tank operations are also recommended for shipping. However, the most important considerations for enhancing survival, particularly for long term shipments, are temperature, humidity, available oxygen, and use of hard- shelled,vigorous lobster, rather than recently molted lobster. Lobster can live out of water for 4 to 5 days, however, their gills must remain moist in order to function. Their respiration in air is best when humidity approaches 100 percent. Since oxygen consumption increases with the temperature snd lobster are extremely sensitive to high temperature,refrigeration during shipping is necessary. Refrigerating lobster at a temperature between 32 F and 40 F will maximize survival. Lobster which are captured during warm weather should be stored in a holding tank at 45, F or lower in order to adjust them to.a cool shipping temperature. Shipping crates may contain or be covered with ice. However, lobster should not be allowed to directly contact the ice to avoid temperature shock nor should they be immersed in the fresh water from the melting ice as this can be lethal. Shipping containers should not be completely air tight since this will cause the oxygen level to drop and carbon dioxide level to quickly rise to a lethal point. Under these conditions and a temperature of 50, F, 33 percent mortality was demonstrated within 36 hours. However, a colder shipping temperature may have solved this problem since it would have lowered the lobster's respiration rate. Nevertheless, dry ice(carbon dioxide in solid form)should not be used because as it warms it produces large amounts of carbon dioxide which can asphyxiate lobster. It is also too cold (-109° F) and will easily freeze nearby lobster. Shipping crates with 112" air vents on opposite sides will supply adequate ventilation if it is felt that containers are too well sealed and a low temperature cannot be maintained. Since the oxygen consumption of feeding lobster doubles, lobster should be starved for at least three days before shipping. Small lobster will require more oxygen per pound than large lobster. Lobster are generally shipped down form Canada and Maine in wooden lathe crates which hold approximately 100 lbs. of lobster. These crates are generally constructed of loosely spaced lathes which aid air circulation and contain several pounds of rockweed along with the stacked lobster to help maintain adequate humidity. Although the value of rockweed packing has been questioned, it is still widely used in long distance shipments-which may last up to four days. Wet burlap may be an effective substitute. Crushed ice is packed on and between crates and then covered by a tarpaulin. Crates should have adequate.drainage holes to dissipate fresh water from melting ice. Refrigerated trucks which can maintain a proper temperature and humidity are ideal for lobster shipping since icing of shipping containers will be unnecessary. The major concern arises when lobster are shipped in open trucks in warm weather. Under such conditions the ice will melt rapidly and re-icing will be required to maintain a low crate temperature and maximize survival. The alternate layering of lobster,wet burlap,and crushed ice within crates may help to maintain proper shipping conditions in this case. During winter, shipments may be made at very low air temperatures. At these times lobster must be protected from freezing. (Their body freezing point is 290F). Under such extreme conditions enclosed trucks which are supplied with a heater may be necessary. Long distance shipments requiring a lengthy period of time by truck or train may be handled by air freight. For air freight or any short trips lasting up to 24 hours, styrofoam insulated cartons holding up to 50 lbs. of lobster are generally used. The convenience of commercial reusable freeze packs (gekpaks)`gas eliminated the need for crushed ice and its associated drainage problems in these instances. Care should be taken to properly gauge the duration of the frozen reusable ice packs and judge shipping time accordingly. Provisions shovid be made for the cold storage of shipped lobster as soon as possible after arrival at their destination. Commercially produced corrugated shipping cartons with molded styrofoam internal containers which are specifically designed for shipping live lobster are widely used and available in several sizes(Appendix A). 13 ACKNOWLEDGEMENTS I am grateful to David Gabriel, DFW&ELE,for his assistance in improving the graphics presentation in this document. LITERATURE Cornick,J.W.and J.E. Stewart. 1977. Survival of American lobsters(Homarus americanus)stored in a recirculating, refrigerated seawater system.J. Fish. Res.Board Can. 34:688-692. DeWees, C.M.and H.C.Shapiro. 1974."Suggestions for Holding Live American Lobsters in Tanks" Animal Science Leaflet 300.4 Marine Advisory Publication, California Sea Grant. 5pp. Goggins, P.L. 1960 "The Storage of Live Lobsters in Recirculated-Refrigerated Tanks."Maine Department of Sea and Shore Fisheries. 13pp. McLeese, D.W. and D.G. Wilder. 1964, "Lobster Storage and Shipment."Fisheries Research Board of Canada, Bulletin No. UT 69 pp. Meade,T.L. (undated). "A Water Quality Problem in Lobster Holding Tanks." New England Resources Information Program, U.R.I.,Marine Memorandum Series No.31. Meade,T.L. 1969. "Factors Involved in the Storage and Transport of the American Lobster." New England Marine Resources Information Program, U.R.I., Publication 3. 7pp. Perry, H.M.,J.T. Ogle,and L.C. Nicholson. 1979."The Fisheryfor Soft Crabs with Emphasis on the Development of a Closed Recirculating Sea Water System for Shedding Crabs."Proceedings of the Blue Crab Colloquium,October 18-19, 1979. 16 pp. Spotte, S. 1970."Fish and Invertebrate Culture,Water Management in Closed Systems." John Wiley&Sons, Inc. New York, New York. 179 pp. Wilder,D.G. 1953. "Holding Live Lobsters in Aerated Artificial Sea Water.'-'Fisheries Research Board of Canada. 5 pp. Van Olst,J.C., J.M. Carlberg,and J.T. Hughes. 1980.Aquaculture. In"The Biology and Management of Lobsters."(J.S.Cobb and B.F. Phillips,ed.)Academic Press, New York,Volume 2. p. 333-384. 14 Appendix A STORAGE SYSTEM COMPONENTS AND SHIPPING CRATE MANUFACTURERS The fallowing list of manufacturers of lobster storage system components and shipping crates is intended as an aid to prospective dealers in finding needed equipment_ The list includes only known manufacturers taken from newspaper,magazine,and"yellow pages"advertisements. It is in all probability not a complete list and does not represent an endorsement by the Division of Marine Fisheries. Manufacturer Complete Refrlg. Synthetic Water or storage eration sea analysts Shipping Distributor systems Tanks Filte Pumps units salts testkits crates_ Aquaria,Inc. X X 2290 Agate Court Simi Valley,CA 93065 Tel.(805)554-9400 Aquarium Systems X 8141 Tyler Blvd Mentor,OH 44060 Tel.(800)822-1100 Atlantic Lobster Systems X X 735 E.Indust.Park Dr. Manchester,NH 03103 Tel. (603)669-2728 Charles English,Inc. X X X X 6140 St.James St_West Montreal,Quebec CANADA 1-14A 264 Tel. (514)481-2065 FDC Packaging X 113 Adams Street Medfield,MA 02052 Tel.(508)359-8566 15 r Manufacturer Complete Refrig- Synthetic Water or storage eration sea analysis Shipping Distributor systems Tanks Filters Pumns units salts test kits crates Frigid Units,Inc. X X X X 3214 Sylvania Ave. Toledo,Ohio 43613 Tel.(419)474-6971 HACH X PO Box 3159 Loveland,CO 80537 Tel.(800)227-4224 LeGay Fiberglass LmL X P.O.Box 117 Waverly,Nova Scotia BON2S0 Tel,(902)860-0822 Marine Biotech,inc. X X X 117 Elliot St. Beverly,MA 01915 Tel.(888)624-8265 Packaging Products Corp. X 198 Herman Melville Blvd. New Bedford,MA 02742 Tel.(508)997-5150 Sea Plantations,Inc. X X X X X X 29 Congress Street Salem,MA 01970 Tel.(978)745-4560 Tech Pak,Inc_ X X 2 Fifth St. Peobady,MA 01960 Tel. (978)532-3500 Wolf Marine Systems X X X X X X X 709 Hari Street Brooklyn,NY 11221 Tel.(718)443-1567- Any refrigeration specialist X Any aquarium deafer X 16 Appendix B REQUIRED MASSACHUSETTS PERMITS AND INSPECTIONS All persons engaged in the wholesale or retail trade of raw fish, shellfish and lobster, including bait, whether frozen or t nfrozen, must have a Dealer Permit from the Massachusetts of Marine Fisheries (DMF), and is subject to i.-ispection by the Department of Public Health, Division of Food and Drug. A "request for Public Health Certificate" form must.be completed and sent to the Food and Drug office in Jamaica Plain. Questions about permit applications should be directed to the DMF at (617) 727-1520, Boston office; (978)282-0308, Annisquam office: or (508) 563-1779, Pocasset office. Questions about inspection should be directed to the Food and Drug office at(617)983-6712,Jamaica Plain. RETAIL BOAT SEAFOOD DEALER LICENSE: Allows the holder to sell "whole" fish and lobsters from his/her boat only (does not include shellfish). A commercial fisherman's permit is required in addition to this permit. A boat waiver(see below)must be tiled in lieu of a health inspection. RETAIL SEAFOOD DEALER LICENSE: Allows the holder to sell raw fish, whether frozen or unfrozen, shellfish and lobsters at one retail location. The holder must. purchase shellfish only from a holder of a wholesale dealer or Wholesale truck permit, or from a certified out-of-state wholesale dealer. Shellfish CANNOT be purchased directly from a harvester. Does not allow the holder to shuck, relabel or repack shellfish. An approved inspection from the Division of Food and Drugs must be submitted to Division of Marine Fisheries. The name and address must be the same on the inspection report and permit. This permit may endorsed for bait(excluding shellfish). The inspection must specifically state "Approved for remi'and bait license". RETAIL SEAFOOD TRUCK DEALER LICENSE: Allows the holde-to sell fish or lobsters at retail from a mobile unit(does not include shellfish). Does not allow the holder to process,fillet,shuck, cook,etc. An inspection is -equired from a town or county Board of Health. A copy of the inspection must be submitted with the application. The name and address must be the same on the inspection report and permit. A Hawkers and Peddlers permit may also he required. Contact the Division of Standards at(617) 727-3480 for further information. WHOLESALE SEAFOOD BROKER LICENSE: Allows the holder to act as an agent who negotiates contrWs of purchase and sale of seafood. The brokerage act vities will not involve the actual handling, processing or reshipping of finfish, shellfish or other marine resources. A"broker only'waiver(see below)must be filed in lieu of a health inspection. WHOLESALE SEAFOOD DEALER LICENSE: Allows the holder to acquire, handle, store, distribute, process, fillet, ship or sell raw fish andfor shellfish,whether frozen or unfrozen, in bulk or for resale. Also allows retail sales from the same single,fixed location. An approved inspection from the Division of Food and Drugs is required. A copy of the inspection report must be submitted with the application to Division of Marine Fisheries. The name and address must be the same on the inspection report and permit. This permit may be endorsed for bait (excluding shellfish), the inspection must cpecifically state, "Approved for retail and Bait License". Requires a HACCP plan. 17 l WHOLESALE SEAFOOD TRUCK—DEALER LICENSE Allows the holder to acquire,handle, distribute, ship or sell raw fish,whether frozen or unfrozen, in. bulk or for resale from a truck only. Does not allow the holder to process raw fish,whether frozen or unfrozen,lobster or shellfish. Does not allow the holder to purchase shellfish or shuck,relabel or repack shellfish. An approved inspection from the Division of Food and Drugs is required. A copy of the inspection report must be submitted with the application to the Division of Marine Fisheries. 18 TRANSMITTAL BAXTER NYE ENGINEERING & SURVEYING Registered Professional Engineers and Land Surveyors 78 North Street,31d Floor,Hyannis,MA 02601 Tel:(508)771-7502 Fax:(508)771-7622 4m.- �71 Date: July 30,2015 To: Barnstable Board of Health Total No.Pages: Mr.Thomas McKean,Director BN Job No.: 2015-029 200 Main Street Subject: Sayle&Henry,Inc. Hyannis,MA 02601 44 Boddick Road,Hyannis cc: File e 6 We are sending you E Attached ❑Under Separate Cover ❑Via Fax(No. of pages including Transmittal Sheet) 0 First Class Mail/Registered#: ; ❑ Overnight ❑Pick up ® Hand Delivery The following documents: ®Prints/Plans ❑ Specifications ❑ Estimates/Proposal ❑ Change Order❑ Shop Drawings ❑Reports/Calculations ® Other DATE COPIES NO. PAGES DESCRIPTION 7/29/15 1 25 Cover Letter with Requested Information Attached(from 6/30/15 Meeting) 6/30/15 1 4 Plan Sheets-EC1.0, C2.0,A1.0,A2.0-24"x 36"—Stam ed/Si ed->MEP These items are transmitted as checked below: ❑ For Your Use ® As Requested ❑Returned For Corrections ❑ For Review And Comment ❑ For Approval ❑For Distribution Remarks: Matthew Eddy, P.E. Managing Partner MEP/spk O:1201512015-0291ADMIMTRANSMITTALS12015-029 T2-BOH-Cover LetterPkg-Plan Sheets-07-30-15.docx File } Note: This transmittal contains privileged information. Please contact the sender immediately if this transmittal is illegible, incomplete or not intended for your use.Thank you. F Y. f y�j Town of Barnstable ` BARNSTABLE MAS&`t� Reguiatory Serv16j9- :�e� R chat,d,V'I S=cal, Director ,6394.0,i. Building Division Thomas,Perry, CBO Building Commissioner 200 Main Street,: Hyannis,.NIA 0260'1 iAown.barnstable.ma.us Officer 5.08-862-4038 ;Fax: 508-790-6230 June 25, 20.'15 Mr. Charles Sayle,Atgelt: Sayle &Henry, Inc.. P O. Box 1062 Nantucket;.NIA 02554 RE., . Site Plari Review 016-15 Sayle &Henry,Inc.- 44 Bodick Road;Hyannis Map 344,:Parcel'082. Proposal: 'Proposed seafood warehouse'hand d strrbut an business-to be located within 3 trailers connected.together arsd one flee-standrng loading dock'trailer. Three parking spaces will be.provided.within existing paved and gravel commercial site. Water and utility, 'services will also be provided for thetrailers. Dear'_Mr. Sayle:: Please be:advised that-the above proposal•has rece ved_an adrii rustrative approval sub'ect'tollie following;: Approval is based upon, and' rust be substantially constructed in accordance with plans entitled: "Sayle.& Henry;.Inc.,44 Bodick,Road, Hyannis;MA' 4 Sheets. CIOLayout and'Dimension Plan; A 1.0 & A2 0 Trailer &Elevations Plans all dated June 5,2015; and,EC l.O.Limited Existing Conditions Plan dated Jurie 1.2, 2015, prepared;for Sayle 8c Henry;.Inc. by Baxter Nye Engineering & Surveyi-ng, Hyannis. Also plan entitled`Baxter&Nye—Sayle—44 Bodick Road" depicting trail`er.;'wmd hold down system prepared by McKenzie Engineering Consultants, Brewster;.MA.; .* Project mist meet all Board of Health requirements • Adequate-water service to the proposed facility must be confirrimed with Hans Keij er, Supervisor Water Department, 508-778-9617,, + Applicant:must obtain all other applicable permits, licenses and approvals required. Upon completion of all work, a registered engineer or-land surveyor shall submit a letter of certification, made upon knowledge and.belief n accord ance.with professional standards that all'.' work:has been done in substantial°compliance with the:approved site plan (Z"omng Section,240-10:5 (G): This document shall_be'submitted prior to the issuance of the final certificate of`occupancy:. A copy,of.the'approjed site':,plan will be retained.on_file. Sincerely, a .. cei Ellen M. S,winiarski by Site Plan Review.Coordhiator- Baxter Nyn WalnnarInr®Mwaying CC:: Tom.Perry Building_ Con u-m- *ssioner Health Department Hans Keijser,;Hyannis Water Dept Matthew Eddy,P:E , Baxter Nye_Engneering & Surveying l „. BAXTER NYE ENGINEERING & '. SURVEYING Registered Professional Engineers 'au” . - .. and Land Surveyors_ 78 North Street—3rd Floor TRAILER ROOF ELEV=32.8 Hyannis, MassachusettsO26O1 TRAILER ROOF ELEV=32.8 Phone—(508) 771-7502 ' Fax— (508) 771-7622 C7 www.baicter—nye.com L I AMP ST ————8.5'x48'TRAILER - s S TAM P TRAILER OR II LANDING _ —_—_ ---___ - - - ELEV=23.3 ELEV=23.3 ! LANDING TRAILER FLOOR ELEV=23.3 - ISTAIRS - STAIRS WITH TO GRADE ' i STAIRS Wlhl RAILING PROPOSED - - RAILING - EXISTING GRADE-19.3t _ GRADE=19.3 BOAT JACK FOR O O PTO GRADE — — — —— — - LEVELING(TW) EXISTING GRAX=19.3_ TRUCK - - SHIPPING CONTAINER RETAINING SUPPORT FLOOR ELEV-15.7 WALL i��RETAINING WALL' CONSULTANT LEG(TYP) CRUSHED STONE 8 - - ^r SHIPPING CONTAINER FLOOR ELEV=15.7 p .. - FOR DRAINAGE r ,. .. _., .. r. .. __________ _ _________.______— - NORTH ELEVATION CONSULTANT EAST ELEVATION PREPARED FOR: Sayle&Henry,inc. 44 Bodick Road Hyannis, MA 02601 TRAILER ROOF ELEV=32.8 f - TRAILER ROOF.ELEV=32.8 .. - I 8.5'x48'TRAILER - 70 C Q TRAILER FLOOR + LANDING Y ELEV=23.3 - _ ,9. (ELEV=23.3 _____TRAILER FLOOR ELEV=23.3____ __ U _ STAIRS WITH 'r _ \ �.= w O = RAILING FF - -' 1 f '�. j'co BOAT JACK FOR p %TO.GRADE 1' 1 - co .t a (TYP) 'I _EXISTING GRADE_19.3t _ - — — _ rl (/) _ EXISTNG GRADE=18.2 —_ — _ _ —— —_ _—_— — — �LEVELING — _ —— — — — — — k — ,.— — ' +RELLNING ! i !SHIPPING CONTAINER! ' 5 .'WALL A , 1 ! SHIPPING CONTAINER FLOOR ELEV 15 7 !FLOOR ELEV_15.7 I - - , - - _ _________ ____ z SOUTH ELEVATION, Y. WEST ELEVATIONTM o w Q o SHEET TITLE Trailer Elevations ' - - — - SHEET NO A2.0 ° Ir DATE: JUNE 5, 2015 F 5 D 5 10. S e- SCALE IN FEET SCALE, 1•= 5, .. DRAWNIDESIGN BY:Jn CHECKED BY:NNE. _ JOB NO' .11. CAD. FILE: ZOIS-024CI.E 4 q w x k ,F LEGEND/ABBREVIATIONS BAXTER NYE 0 = srREETucHr unun POLE.wmi ENGINEERING & �' ': 4 oa = WATER GATE/SHUT-OFF SURVEYING Z =..OVERHEAD WIRES CONCRETE BOUND -SET/FOUND Registered Professional Engineers p = JTAKE MAC NAIL/SPIKE SET and Land Surveyors • • =' �' 7 ' CB - CONCRETE BOUND 78 North Street -3rd Floor FND = FOUND Hyannis, Massachusetts 02601 EDP �EDGE OF PAVEMENT Phone-(508) 771-7502 Z • Fax- (508) 771-7622 www.boxter-nye.com Z STAMP STAMP I I f LOCUS MAP Scale: 1"=1000'. • I I I I N/F R.F.d R.M.ULP �� I CONSULTANT DEED BOCK 22484 PACE 284 UP - PARCEL 344-081 OHW---OH OHW OHYF OH W—OHW--OH UP LP J. / S 75'17'0 6 E OH VV OHW--OHW—OHYl_OHW.__ UP LP I^ r- — — — — —— — — ——_- — _ 7L" CONSULTANT PREPARED FOR: GENERAL NOTES*PAVED DRIVE dPARKING ) Sayle&Henry, Inc. / I. THE MIEM OF THE PLAN 6 ro OETM FXSIOIG SITE COIpIlONS,LINKED ro PROPOSED WORK AREA AT 44 BOpCK ROAD. 44 BOfIICk Road Laces aEA s oovPasED OF. Hyannis,MA 02601 PARCEL 344-089 2) A55ESSDIrS MAP 344 PARCEL 082 N/F BOOK 8 9 d LNOV o AREA = 65,804t S.F. ,p �� , / DEED BOOK 19662 PALE 288 DEED BOOK 650 PAGE I57 _ RECORD RAN 295 /90 DEED BOOK I8505 PACE 193 0 r,PARCEL $ �,. - _+( U SUBNCT TO EASEMENT IN DEED BOO(1460 PACE 759 344-REED-CND O //,,,•„pL y,;,q5_ —— — —— — ..a.�- -'1 / OWNER CAFE OARY LLC / ____Ig__________________________ � o / � 3.) PROELT BENCHMARK AS SNOWN ON THIS RAN t I o7iW� f RIM 18 42 ZOMNC INFORM AKIN CATCH BASIN U p OH • ,9 -' j� 'I $ STORAGE CONTAINER CURRENT DISTRICT:B 4.) o L '�'OH \ _,1eR x.1dA �I t '$ MN.LOT MINIAREA= ZONING I✓EWRWNENIS: MN.LOT AREA=NA SOH 9 3 +[ / STORAGE CONTAINER O 1 / INN LOT FRONTAGE=20' . MIN LOT WIDTH=NA . FRONT YARD=20'SIDE d REAR YAW-WINA / r,•I / STGE CONTAINER 2 W / OVMAY"T""S WP,ZOE R IF DE O ORA p T•I /ro g I �' x,9 y'' 9 5.)A TIRE STARCH HAS NOT BEEN PERFORAED FOR THIS STIE NraAMm O NECESSARY.A ITHE SEARCH 944L BE PERFORMED BY OTHERS. n r / qq I / APPROXIMATE - / / Bi' STORAGE CONTAINER J U / ' _ 5 II~ / IN6.FORMATION CONSISTPROPUNTY ING OF PANSINFURMANSANDODEEM WN IS BME OOSTIN R OOP EXISTING BUILDING/44 / ---- 11 - O O z 119 I STORAGE CONTAINE / FEIiEON WERE OBTANm FROM AN ON THE GROUND FIELD SURVEY PF76Od0D BY 3 / / 1 a 1 x Oa / 84KTER NYE ENGINEERING d SURVEYING ON MAr 26,2015 W "I; -- I u ! O .7.)COMMUNITY PANEL NUMBER: ZMI 0567 J.EFFELTWE DATE 7-16-ZD14 APPROXIMATE LOADING DOCK I' 1 THE FLOOD INSIIRAASE RAZE MAP DEFINE 11N6 AREA AS ZONE X(UN-SHADED) CJ &)aMERIGNAOM INFORMATION WATER SERMCE osT ! I m ) C I 3 /P _ _ _L I I / „9 i U J - 'N/F J.M.BURKE PROPERTIES LLC PER M455 C6 p1YEA AS OF 05/27/15 Q •AT I31 I III IS' ) a / DEED BOOK 20643 PAGE 230 r C f PARCEL 344-036 SITE DOES NOT APPEAR TO BE NT M AN AC.EC.(AREA-OF CRnMAL FNVTROIMENT/1 '). r D Y / CATCH BASIN­ SITE / l W SITE ODES NOT APPEAR WIDEN AN AREA OF ESTIMATED HABITAT OF RAGE WILDLIFE AS MAPPED ON N 'ATE /rj c O / \ RIM 18.50 j"'�, I J 8 '�. MASS US OEM AS OBTAINED ON / / W a) 'Q APPAPPROPTIC ! L// *19 CO I / WREN 1O WETLANDS PROIECRON ALT7 1FECUTARW6�(D310 A15100F PWtE WIURIFF Fqt IaE CO N R.F.d R.M.UP I ^I m - /F S 7 / TEMPORARY ,(? / SITE DOES NOT APPEAR TO CONTMR A 0TRIFEED VMW Po0.AS WPM ON MASS CIS OLIVER AS rc @ DEED BOOK 22464 PAGE 2B0 Z 66 '/ n CORN-AROUND R�60.0' I I+I+ / PARCEL 344-08D-OD2 O O \ I I `� I \ �, F / OBTAINED CW 05/27/I5 PER tBffSP Y'FRMm VERNAL Pops' a En S IY / PLAN BOOK 265 PACE 90 3 ���5 n I / ❑D I \ lt``, / NH / SW DOES NOT APPEAR TO BE WITHIN A PRIORITY HABITAT AS MAPPED ON MASS CIS 01VER AS IDDMPSTER Q / OBTAINED ON 05/27/15 PER NHSP AGOIMY HABITATS OF RAW SPECS-Y FAR SWDES UNDER . THE MLSSACHUSETIS ENDANGERED SPECIES ACT.REGULATIONS(3ZI CMR 10). I i 70.64'I 113.14' / 123E Y m 1 r O O _ SITE APPEARS ro BE WRNM A STATE APPROVED ZONE R GROUND WATER REpL4RCE ROTECRON _ I I N 76VY50 W 307.21' / AA u W EOP —"ZD'A 1 SITE GOES NOT APPEAR TO BE WITHIN A ZONE OF CONTRIBUTION TO A SALTWATER ESRAM• ../{/iy CATCH BASIN J (EVOCABLE B.O.H.RE6 360-/5). U 2 I BENCHMARK ' 'RIM 18.80 - /CASH BASIN/ O pIA SURVEY NAIL I ) RI 20 Do w y G G S"N EL 19.32 A. ' 0 g.M / 9.) UTILfiY•INFVRMA71(MN SHOWN HFRFlN: COO 'I- OR' / 7NE COMRMIpt SXNL CONTACT BIG SAFE PT I-M-0G-SAM AND UTILITY CWAM6 TD LOM CHI A- I'll HT- 0H1'�—�H�� — — — —_EOP— _ _ _`_ �nG.2 WG HYD �ENS I THE'LOG9RIN W AL DEW UIIIINS,AT EMT 72 HOURS PRIOR TD Nff STAR OF W W —W W--M H1X�— W W W W W W W —W —RAW— �y� COIBINUPROXI TE WAIC UNDONLY MY U111) RE UNITED TO T UGUTOO CONEWDUITS AND HAVE BEEN BADMAN o OHW OH A— OHW$-OH W—OHW OHW OHW—OHW—' OH OHW O MAN AWitOMN4TE WAY ORT,WY NOT BE LIMND 70 THOSE SHOWN IEREIN AND WTYE BEEN o UP W9-4 TRN _ - - - - - 7..- - - - uP i1-25� BESFARCHm RASED ON THE AVAIMY AND ALL DAMAGES REWIRES NOTED AUGHT BE O DNS:CARRY THE A(FEFS 7D m - RE EW.r RISPSEDBON FOR ANY AM Nl ITV REC DS N EDH RE N.THE NFD BY TDR 3 IF FEW CON N \ N/F 4M 90DICK ROAD LLC ORES FROM RAIN INFORM11X1H TIE CONTRACTOR FWI.NOTIFY THE ENpNEERY UIYEDWEIY FiWt/F CLAIRE L TORRICE TRUSTEE DEED BOOK 20J24 PACE 192 I O/ /pA O DEED BOOK 12474 PAGE 156 _ - POSSIBLE REDESIGN. - Q O ji "7 q' PARCEL 343-018 '\ / PARCEL 343-019 . '_' I p 9 SOURCE DMINATIGN FEW RAS HAS BEEN COA®MED WITH OBSOM EVIDENCE OF UTILITIES TO SHEET TITLE OB/BRK11 PIG - I ; OF,9 At7S l-��\N OF M/gVS LLOCA�TKM OF UN ND C A VIEW OF THOSE ANNOT BE CONNKM HOWEVER IACICNG�RIARLY DTION,THE�EFVED �7 'WHERE AWnION4t OR NONE DETARED INFORMATION IS REQUW.THE QW L5 ADVW THAT Limited Existing C'7G� EXCAVA71M MAY BE IECESSAW. Conditions Plan g ��� \' / SANE JI I o MATTHEW / _\ EXISTING SE7CO SYSTEM N ON FEE Al oeMeDn FROM SEPTIC SYSTEM AS-BUILT GVtD BY W BORIOLOTfI(Xl"NSTRIICOON ON FOE AT BONG O FIFN.M . DY �► SHEET NO '•I I - I - g lAl' ��-•ON Cn V CIVIL N EX6TMG TOWN KARRRECORDS MARS AND SERVILE TUD11N ON TI�RAN caNPIUD FTOY WA1FR r4 OEPAGIIEgT RIDOiDs AND WATET DEPARIAEM SNETOI 3634E O �q 687 GI. t, Y O I I 0 N0.4A1V � No.43183 LYE SHOWN ON INNS PUN WAS FELD LOCATED MCA OVE78RFAD SEIMCE FROM � ■O l . A �@` O UGUTY POE 1129/2 ON 05-26-IS DATE: JUNE 12. 2015 IQ (V 9 O CAS MARS AND sERNCEs AS SHOWN FROM REWIRE PLAN F»oM w1T1DnaL GRID. OFESS\ yoQ p� FGIS.,I.�QL \�� zo o zo 40 t 4 AfD SU�� FsS �G SCALE IN FEET SCALDRAWNE G DESIGN BY: DF .CHECKE,. BY:UWE J_ JOB NO: 20I5-OZB C A 0 0 FILE: 2015-029EC. - ZONING TABLE Sff'i1CSYSTH1iCAL(X"„DNB "R mr CAM V 3 13AXTER NYE T. - ZONING DISTRICT(S):B EXISTING SEPITC OEM PER PROFILE OF SEWAGE DISPOSAL SYSIEN,e)' OVERLAY DISTRICTS: IMP THOM45 E KELLEY 00..DATED 4-7-81 AND CERTIFIED PLOT PLAN BY ENGINEERING & iP," y Via"E KELEY CO.,DATED 4-2-81: m e rj ALLOWED USE WHOLESALE ' ° , SURVEYING �z PROPOSED USE: WHOLESALE 1.250 SF OFFICE: 1,250 SF t 75 GPD/LOGO SF- 94 CPD 4 WAREHOUSE I1NR5,3 EMPLOYEES IWDAIUM PER UNIT • 8e• �FMN BACIBIlL TOTAL FLOOR AREA 1,768 SF JJ 3 ENP x 9 UNITS-12 EMPLOYEES[15 CPD/PER$pN- iBD GPp xMtwxO nwE ORpNARY BOxppx E%IS7 USE: WHOLESALE 3 EXIST TOTAL BUILDING AREA 6,822 SF .TOTAL FLOW=274 GPD AnPIJCAaz P 6 ': PROP TOTAL SITE BUILDING FOOTPRINT=7,590f SF NOTE THE 274 CPO DESIGN FLOW EQUATES To.. Registered Professional Engineers 1 4•PER�* 1 4•PER FbOT o- and Land Surveyors z n4 LrD/ s GPD/PETLsoN-Ie.n oR Ie PERsoNs. v �- L- a1 78 North Street - 3rd Floor �0 TOTAL PARCEL AREA: 65,804t S.F. b b ,44 ae® •_- •xArm Tnlmm 3 3 REQUIRED ALLOWED PROVIDED FnmNr ArPTIr•PERABT f81-168 w d •+� -"7s 'xAxO Hamm - Hyannis,Massachusetts 02601 FRONTAGE: 20 FT 175 FT DEFINES 16•+20'LEACHING FM1D WITH A TOTAL LEACHING AREA OF 320 SF - BUILDING SETBACKS B ZONE- FRONT 18OTTOM AREA Y16 4 201- 320 SF) SETBACK 20 FT 292 FT THEREFORE SEPTIC PERMIT ISSUED FOR-320 SE z 1.0 CPO/SF-320 GM 6 a.4• _ •®oPu m r 9,DLo: m Phone- (508) 771-7502 _ z SIDE REAR SETBACK! ryq (THIS EQUATES TO 320 GPD/15 GPD/EMPLOYEE=21.3 OR 21 PERSONS) wubxrFD suam • •, 7,7. .. Fax - (SOty 771-7ti- z, srAd1E I'w..- YU6i - A,DENSE GRADE BASE-M1.03.D TYPE - �www.boxter-OyB.CI)Ri PARKING SETBACK 10 FT 19.5 FT CURRENT SEPTIC OE51(Xi FIDw IAx" ABLE FnRmAnlr4;Musr CRUSHER STONE- A OR B ODVPACI TO BE uWERGUT Axp RFPu¢MTM M 01.7 h A201.4 95%MAGNUM ORY MAX BLDG.HEIGHT(STORIES): 2 STORIES OR SO FT 1 STORIES/13.5 FT 1.25D SE OFFICE(3 OFFICE PERSONNEL)A 75 GPD/1,D00 SF -94 CPO6UTABIF em"xc MAIaOAL DETSIIT - MAX.LOT COVERAGE(STRUCTURES): NA 7 EXISC CAPE DAIRY WAREHOUSE EMP.MAX SHIFT,x 15 GPD/EMP-105 GPD STAMP STAMP 3 PROPOSED SAYLE d HENRY EMPLOYEES x 15(PD/EMP -45 GPD .cwPAcr ro a�Mmmm PIIDCiDA(AIM.)N 4•w'Is LMAx) 3 EXISTING 57%- TOTAL FLOW=244 GPD K 320 CPD OK ••c ro IrsX MmBTm PRDCIDR(Mx.)M s•Ills INMc) MAX. SITE COVERAGE(IMPERVIOUS AREA): SOX nmacr PROPOSED 57% oxLr Ir uxIWR Perm.mlaerz wI xARDsrAPmsuRTACL NATURAL STATE 30% EXISTING 0%' 76 GPD REMAINING CAPACITY SUPPORTS UP TO 5 AD0100NN.EMPLOYEES �ARFwa slBlEcr ro warXILAR AxD�a PFDE6rRIAN mAmc). -cEA PROPOSED 0% BAacEML Ix m�mu LTIBAxK r ARvs Mosr aE - PARKING REQUIREMENTS SEPTIC TANK REQUIRED:320 r Z00%=610 GALLONS roAm4clm ID au M.-PRDcIaR(Mw.)w W UFT6 N-) . USE EXISTING I50D GALLON TANK �iGR SAxrtARr sEMx xA1N6.B•REDING BxAu'BE BAQmLLED ST1,7 OR6BE DISTRIB TION:S/700 SF=2.53 3 SPACES 3 SPACES NITROGEN LOADING LINRA770N 330 GPO/ACRE IN wP ZONE eaRRoiw cAa/MoMaomm`PRx,v+.6°UwL LOCUS MAP Scale: 1"=1000' HANDICAP PARKING(TOTAL/VAN) 1/1 SPACE - 1/1 SPACE (PER TOWN OF BaRNSTABL£ORDINANCES,MAXIMUM AUDINABIE AA_EWATER DISCHARGE SECTION 232-5) ^ DESIGN VEHICLE ASSHTO WB50 LOT AREA IS 1.51 ACRES C_ UTM TFO CH NTS I I GRAVEL ACCM ROAD N.M - •PRE-EXISTING NON-CONFORMING ALLOWABLE DISCHARGE-1.51 AC X 330 GPD/ACRE=498 WD - - ' pETA41L CETAIL CONSULTANT Qy� t \Q4 W, 2 / F'� OHW-_ / CONSULTANT ' O,y OH \ `$57 j•Ops p Lp DCFD aA„ 22a6R.M.Lry JI / PREPARED FOR: Sayle&Henry, Inc. 44 Bodick Road \ a P °5, \ \ \ \ HI. Q `LR / NOTES Hyannis,MA 02601 t � UP `030_kD I93 T\ / 1.ALL CONSTRUCTION SHALL BE PERFORMED IN ACCORDANCE WITH MHD55,TOWN I -8\ ORDINANCES.REQUIREMENTS,AND SPECIFtCARONS.2.DEMOUSH AND REMOVE EXISTING PAVING AS NOTED.AND DISPOSE OF IN A LEGAL M MANNER PREPARE GRAVEL BORROW pA D \ � `�� PAD COMPACTED 10 95% I � S.DIMENSIONS SHOWN ARE TO OUTSIDE FACE OF TRAILERS. s J OFN= i 9� E c \ TIE INTO EXISTING HOSE BIB AND &PARKING ?822j• \ \x�= o MAXIMUM OILY DENSITY. / PROVIDE BACKFLOW PREVENTER Y PER PLUMBING CODE PROPOSED WHOLESALE \ 4 1 i L ;-_ \ \ \ \ STORAGE FACLITY(1.5-15 SF) _ m�I GRADING AND DRAINAGE NOTES Iy FLOOR ELEV-23.34 I 193) U /1.DISTURBED AREAS SHALL BE TREATED WITH WATER DURING EXCAVATION,OR )Oq 18.9 / / JJ ; x .e APPROVED ALTERNATIVE TD CONTROL THE DUST. I // 2 THE SITE SUBCONTRACTOR SHALL PROVIDE ALL EXCAvAM04.BACK.-AND `y \ 6S,B(]4� S•�- ' �� NECESSARY TO ACHIEVE DEAN WISH GRADES SHOWN ON THE PLANS AND FOR INSTALLATION OF SiRUCNRE, - Y. Z REMOVE E105TN�ASPHALT UNDER 1' S I / I3.S EXISTING PAVING EDGES SHALL BE SAW E A PH CREATE A CLEAN EDGE WHERE IT ) IS TO BE TIED INTO NEW PAVING.OR WHERE ASPHALT IS REMOVED ADJACENT TO W / / R. \ \ 7`S=C (TYP) / y,¢- U ASPHALT WHICH LS TD REI.WN.`O, PROPOSED i•DIA HOSE, 1 1 rp�z /.. 2 / / 1 W \ BURIED 6INCHES(TO BE / I/�'� �� 11 I ,' U91ED STONE SURFACE 4.ALL GRADING WORK SHALL BE DONE IN A WORKMMIUKE MANNER ACCOMPLISHED T_ DRAINED SEASONALLI� ODOjt93 1 �•.--i J z. I / INSIDE RETAINING WALL CREATE POSITIVE DRAINAGE AND ELIMINATE ANY PUDDLING OR PONDING. THE O \\ ' I ICI Q q �'• /' ..� \ '� ` I LIGHT(TYP) /'f�. I r' CONTRACTOR SHALL NOTIFY THE ENGINEER WITH ANY GRADE ISSUE OR QUESTIONS ) I `�, O'�` I FOR DRAINAGE PRIOR C PERFORMING THE HE E GRADING WORK. 5.SIDE SLOPE OF TRENCH EXCAVATIONS DEEPER THANAT 4 FEET SHOULD BE 1/0•x10'AWMN 4 � / 1.5 / FLATTENED H REQUIRED OR B/SITE CONDITIONS)TO H LEAST 1H:FO M SUPPORTED RETAINING WAt1 M11H QIARORA�CORICH BOX OR OSHA A DEVICE ALL WORK SWILL BE PERFORMED SAFELY IND (j WAI Is BAsu. PROPOSED LANDOIC 1 1 1 xeD.6/GILDING CODE CMON.PER IN ACCORDANCE AS OSHA AND MOSHA REQUIREMENTS.CONTRACTOR SFIA11 OBTAIN = NTH STEPS TO GRADE 19.E TRENCH PERMIT AS REQUIRED. f /// r•WPROtlR�CE / C:YISTINRF /mil .19.3 \�1=�W _ l i AND HANDRAILS(TW TpW E�LEV YI B.6 OTHERS) B.AFTER REMOVAL OF TOPSOIL AND INADEQUATE MATERWS,GENERAL FILL SUBGRADE j TD . ksa WIS� I E� / 19 / BOW ELEV-156 SHOULD BE PROOF-ROLLED WITH A LOADED 10-WHEEL TANDEM-AXLE DUMP TRUCK. F C O Q U' \ ` V7/-Y�. THE PROOF-ROWNG SHOULD BE PERFORMED AS DIRECTED BY A CEOTECHNICAL PROPOSED UTIUTY POLE ENGINEER.NO FILL SHOULD BE PLACED UNnL THE SUBGRADE IS APPROVED BY A ti Y C `N/r OR MORE / r _1 `W �/ GEOTECHNICAL ENGINEER.BORROW MATERIALS FOR FILL OPERATIONS FOR GENERAL p 6Dpk?&RM, jJr 1- I/ 1 ` -421 -/ / _ (3)GRAVEL SURFACE lY xlg'2 T% 70, I OPOSED SPOT GRADE(TYP)• GRAHULARI MID BESHE GRADING ULD MEET APPROVED�O DESIGNATION GEOTECHNICALAENGINEER(C.ALL IIFILLS SHOULD BE LI •O �`RCEL Jy446H c9y�. ! '- o // / x19 PARKING SPACES-. \` ��W T'1/.� CONSTRUCTED IN B•LOOSE LIFTS AND COMPACTED AS FOLLOWS.UNLESS OTHERWISE w O O DLY_On22&, 2 / Yi0.2J Y / //// / I =Lam• -NONE MINOR AMOUNTS OF NOTFILLS ED-INSUPPORRNG FOUNDATIONS AND FLOOR SLABS.95%OF ASTM D-1557 O PROJECT SPECIFICATIONS: 1'm O U 1 �I I ' / / / /,,• / LIMIT OF WORK ZO' O 1 /GRAVEL FILL ARE PROPOSED TO (gASHTO T-180) @ T ' ro Fyp qj"-1 // ( i ALLOW AREA AROUND TRAILERS _TOP 24 INCHES OF ROADWAY SUBGRADE AND SUBBASE 95X OF ASTM D-1557 0 TO DRAIN TO EXISTING LOW PdNT I SDA'G MEP ' / / LOgp,N D _ J96 A -RETAINING WALLS AND FlLIS WRHIN ROADWAY BELOW TOP 24 INCHES OF RC •� / / / 0 \- ION CATCH BASIN. ( ) U SUBGRADE AHD SUBBASE z N / / +rI O r'n LED HOSE FOR BOOR RINSING ).92%OF ASTM D 1557(MSH10 T-iB0) O U' O (a ( x19 t91 ' 50) 7 / / PROPOSED LOADING -FILLS IN GREEN SPALE 901G OF TUR .MMH LES.(AAS TO KS,VA O - 1 19 1 -FlLLS UNDER AND AROUND STRUCTURES,MANHOLES,TANKS,VAULTS ETC.AND - 1 / DOCK TRAILER AT GRADE PIPE EMBEDMENT(BEDDING•HAUNCHING AND INITIAL BACK FILL).95%OF ASTM E^ \ cTjO• l G 207 ! D-1557(AASHTO T-180) PROPOSED UTILITY POLE vnLITY NOTES u 1.CBLLODBL THE CONTRACTOR SHALL CONTACT DIG SAFE(AT 1-888-DIG-SAFE) O ' G �' \ \ ) /� $'- 1 / I /m AND Unutt COMPANIES TO LOCATE ALL EXISTING UDUTIES.AT LEAST 72 HOURS w PRIOR TO THE START LF CONSTRUCTION.THE CONIRACTOIt SHALL DETERMINE THE•. O (1)2'x101 JERSEY BARRIER EXACT LOCATION.BOTH HORIZONTALLY AND VERTICALLY,OF ALL EXISTING UTILITIES BEFORE THE START OF ANY WORK.THE LOCATION OF EXISTING UNDERGROUND r i Cq TCM 4V P/ U SYSTEMS INFRASTRUCTURE.UTILITIES AND AR CONDUITS LINES E SHOWN IN AN h \R20.d \ \ ✓ LAN 8pr�0UM'•Re60.0' RIM,850A� / ' /p / I 1 STAIRS TO GRADE APPROXIMATE WAY ONLY.MAY NOT BE UNITED TO THOSE SHOW HEREIN AND HAVEPALL 9p RNOT RESENTAIVVEE"DENTLY VERIFIED By THE OMER.THE ENCINMR.OR THE CONTRACTOR AGREES TO BE FULLY RESPONSIBLE ITS ANY AND ALL DAMAGES MICH MIGHT BE OCCASIONED BY THE CONTRACTOR'S FAILURE TO 3 � LOCATE SAID SYSTEMS.INFRASTRUCTURE AND UTIUTES EXACTLY.IF ELEVATION ITHTION.THE CONTRACTOR SHALL NDM5Y E ENGINEER IMMEDIATELY OR PMATION DIFFERS FROM PLAN OSSIBLE AREDESIGN.AT VMUTY CROSSINGS VERIFY m 9 2p0 �Lil _ N 6ro�5p�W 3`I ` / x19.9 W c Ux 20.5 / OdECa RI, IN FIELD OfieRO RTic DATA/COMME AND RELOCATED IF CONFUINVERTS�GAS �LOCATION WITH EOPOSEDGINVERR TELEPHONE PER THE LL Q z J _5, ENGINEERS DIRECTION.THE CONTRACTOR SHA PRESERVE ALL UNDERGROUND !f p4.3 y. CEL 3S0-D,p-�`ZJO SYSTEMS INFRASTRUCTURE AND UTILITIES AS REQUIRED. SHEET TITLE t and Dime on 2.N� VJyI.' / • PROPOSED OVERHEAD ALL WATERLINE MATERIALS AND WORKMANSHIP 1O CONFORM TO THE RULA. Layou Hsi NIA,.CB/BRKN FND CC. ELECTRIC.TELEPHONE AND REWLATONS AND SPECIFICATION a THE HYANNIS WATER SUPPLY mVI90N AS OEFD b°L TORR -OH W -_ S.4J' m �) r COMMUNICATION SERVICES AMENDED t0 PRESENT.DIVISION HAS AUTHORITY TO AMEND PLANS IF ANY Plan lf' pAREL'2a31nF TR'E'EE O I --�._ // �MM / APPLY. NTH THE CONTRACT DOCUMENT OCCUR THE HIGHER STANDARD SHALL 1 w _ RGINA, 1 / ItJ OHN`�q��IN Q 1gY NAIL - '/ / 3.ALL UTILITY CUTS THROUGH EXISTING CONCRETE IX2 BITUMINOUS CONCRETE PAVED I SURFACES SHALL BE SAW CUT. BACK FILLING OF TRENCH SHALL INCLUDE 12•IN SHEET NO p I -<iRHV✓`���d✓ J2 NA ro88 \ U / DEPTH PLOWABLE FlLL TO THE BASE COURSE OF THE SURFACE TREATMENT. THE I \ T`' OH Iti<�Q Vy\ RIMTCB OA.N / 2 C 21.5 / SURFACE TREATMENT SHALL THEN BE REPLACED IN VINO. \ W 4.91E CONTRACTOR TO OWN ALL EXCAVATION.TRENCHNG,&BACK FILLING FOR j/ OH / ALL UTILITES AND MISCELLANEOUS WORK INCIDENTAL TO THE SCOPE OF THE 1 ' OHt C PLANS BY AND COOsNTRAR DOOCADDIUMENNAL I. CONTRACTOR SHALL APPU g�R TD STRUCTURAL DATE: JUNE 5, 2015 RM zD.DogsrN 20 0 20 40 ONn S. ELECTRIC,DATA/COIN IS SHOWN SCHEMATCALLY HEREON. ALL LABOR,WORK• COKRS / 0ryf/W EQUIPMENT AND MATERIALS FOR INSTALLATON OF'THESE UTUTES SHALL BE OWNED 3 \ 1 - DEED B OprCR R -OH ( / NINO'MUM CORNER OFMID Y3 FEET U.O.NCOR OTHERWSE DIRECTED BY THE CONTRIXLNG SCALE IN FEET I p 70 OA UP - UTILITY COMPANY.CONTRACTOR SHALL COORDINATE ALL FINAL LAYOUTS AND SCALE: 1'-2p' p 0 LLC 11,2 ., sRq 3�3-0�9 Ig2 5�• U DETAINS MTH APPLICABLE UTILITY COMPANY. D R A W N/0 E 61 G N B Y: J14 CHECKED BY:MIE f JOB N O: Z015-028 CAD 0 F 1 L E: TOI5-p2B DN.! BAXTER NYE. 140 ENGINEERING & ' r SURVEYING z 1 Registered Professional Engineers - - and Land Surveyors rD . . - � 78'North Street—.3rd Floor a _ Hyannis, Massachusetts 02601 Phone —(508) 771-7502 7 Fax— (508) 771-7622 -Z - www.boxter—nye.com - STAMP STAMP' CONSULTANT CONSULTANT 47.25' 40.00 PREPARED FOR: B•Wx40•L SHIPPING CONTAINER •ry RESERVOIR j Sayle&Henry,inc. p � 44 Bodick Road 4 xa 4'x LANDING ,� LANDIN STEPS WITH RAILING TO GRADE Hyannis, MA 02601 L� FUTURE EN \ - . PUMPS / TRAILER DOUBLE SWING DOORS(TYP) STORAGE AREA (FUTURE LOBSTER TANK AREA) aJ - / (3)8.5'W x 481 TRAILERS DESK PUMPS , 6'02'TANK -----------_ ———————————————————— -- ---- _� I _ - 4.4 LANDING I - IOW _ 6•x12•TANK 6'x10•TANK COO'TANK B'xl2l'TANK '4'x4' O LANDING i I r N L— ----- -- — w 0 c m avyv2 CANOPY TSTEPS WITH RAILING TO GRADE - - 'U U TRAILER PLAN o SHEET TITLE - NOTE: THIS TRAILER PLAN DOES NOT INCLUDE Trailer Plan OR IMPLY ANY BUILDING CODE ANALYSIS. j SHEET NO R •. - Al■® DATE: JUNE 5, 2015 " 5 0 5 10 f - - SCALE IN rFEET . SCALE: 1'= 5• _ DRAWNIDESIGN BY: JKL CHECKED BY:YIIE JOB NO:2D15-00n CAD.D FILE: 20f5-02411. Print Page 1 of') ram, il Subject: Invoices for work at 44 Bodick From: Matthew Eddy (meddy@baiter-nye.com) To: csayle3@yahoo.com; Date: Monday, July 13, 2015 2:02 PM l4i Charlie,, Attached please find invoices for: 1. Baiter Nye Engineering—all services have been completed per contract and are billed on the attached invoice. a. We are tracking the additional services for work with the Health Dept. on an hourly basis. 2. McKenzie Engineering—structural design ,. Please confirm vou've received and.contact me «with any questions. If ou.could send along separatL payments to us and McKenzie. I'hanks. Matt Matthew Eddy, P.E. Managing Partner 13 1 l r r°°.ft ti Yr. N t..j I,.. ...i x N.,' 78 Ncrt}?Street-3rd Floor A 1-ivanpis.MA 02601 Ph: 508-771-71502 x17 s Fax:508-771-7622 •email: meddv(c barter-nve.com v_Jww_baxter-nye.com k https://us-mg5.mail.yahoo.com/neo/launch?.rand=)fs73o7oa2ss6 7/21/2015, Print- Page 2 of 3 , From: Matthew Eddy Sent: Monday, July 13, 2015 11:41 AM To: 'Charlie Sayle' Subject: RE: Eversource plan Hi Charlie, Info for Health Dept: 1. Expound on the write up you did previously. Use that as your base—adding: . Description on filtering system b How is water replenished ? I know you state it's minimal but do you bring in additional salt water when needed? I assuming you don't use water from the public water system. . Description of rinsing filters off site at Nantucket facility d. Write up specifications on filtering system and ;:leaning. i. For filtering system provide equipment cut sheets where you can, cross section of filtering system and "flog i" diagram/train showing how it circulates and is self-contained. We've already added the boat jacks under the trailers, revised the septic calculations and noted you'll need to provide a backflow preventer where you are tying into the water from Cape Dairy. If you can get this information to me this week that would be great so we can keep this moving for you. I've also left a message for Paul Bowes at Eversource. Once I hear back from him I'll email the plan over to him. Thanks Matt -----Original Message----- From: Charlie Sayle [mailto:csayle3@yahoo.com] Sent: Wednesday,July 08, 2015 6:27 AM To: Matthew Eddy Subject: Re: Eversourse plan Yes, working on pulling info together. Can you refresh my memory to the issues at hand, Explanation of how a bio filter works. State that the Carthage filters will be cleaned off site. Copy of last years dealer permit. Did they have any other issues? Sent from my iPhone >On Jul 7, 2015,at 6:45 PM, Matthew Eddy<meddy@baxter-nye.com>wrote: > I'll reach out to him. also, any luck on pulling info together? I want to wrap up with Health Dept- I don't want this to linger too long or they"forget" what we discussed. https://us-mg5.mail.yahoo.com/neo/launch?.rand=')fs7')o7oa2ss6 - °- 7/21/201.5 y Sayle & Henry, Inc. D/b/a Nantucket Fish & Dairy — Sayle's Seafood P.O. BOX 1062 Nantucket, MA 02554 508-280-4160 June 28, 2015 (Expounded July 21, 2015) To: Barnstable Health Department c/o Mathew Eddy Baxter Nye RE: Sayle & Henry, Inc. @ 44 Bodick Road Sayle & Henry, Inc. intends to use the proposed site for live storage of lobsters. Lobsters are proposed to be purchased from other dealers and direct from fisherman off site than transported by refrigerated truck to be stored/seasoned in a refrigerated salt water marine environment for redistribution, on a seasonal basis from April till November up to 7 days a week. A permit is required from the Mass. Div. Marine Fisheries. This permit cannot be applied for until the facility is inspected and approved by the Massachusetts Department of. Public Health. The Facility cannot be inspected by the Massa ,husetts Department of Public Health until it is constructed. Please see attached Massachusetts Division of Marine Fisheries "Wholesale Dealers Permits" from 2011, 2012, 2013 & 2014 when this facility was in operation in Plymouth. Saltwater is proposed to be pumped from the ocean& trucked in by tanker to fill the system. The water doesn't need to be discharged; it does occasionally need to be replenished with more ocean water(trucked in) due to the water loss from removing lobsters from the system. Once the water is in the system, it is continuously circulating through a series of refrigeration, biological (natural beneficial bacteria),particle (cartridge) and carbon filters. Water is pumped from reservoir, refrigerated, filtered, sent to tanks than returned to reservoir. See attachments "Flow Plan", "Reservoir Side View", "Reservoir Top View", "Up Flow Filter Side View", "Up Flow Filter Top View". The return water Filter pads are disposed of and replaced with new pads as needed. The cartridge filters are w,tshed and reused as needed. The washing of the cartridge filters will be done at our facility on Nantucket with the drainage going to the sewer line. Please see attachment"Techniques for Live Storage & Shipping of American Lobster" published by-the Massachusetts Division of Marine Fisheries July 2002. This publication explains the basic lobster holding system techniques. Sayle & Henry, Inc. also intends to use the proposed site for cross docking other food and non hazards freight products to be transported to and from Nantucket Island. Cross docking of freight is proposed to be year round. A seasonal (April -November) 3/4" water supply*(i.e. Garden Hose) is proposed to be run to the site from Cape Dairy's existing town water service for rinsing the floors inside the lobster facility and inside the refrigerated trucks. The water supply will not be used to clean the outside of the trucks or engines as to prevent the possibility of oil contamination of the grounds. No bleach or other cleaners will be used when rinsing to eliminate the possibility of contamination to the lobster system. The maximum number of employees required onsite for the lobster and freight operation including myself is 3. "Wholesale Dealers Permits" "Flow Plan" "Reservoir Side View" "Reservoir Top View" "Up Flow Filter Side View" "Up Flow Filter Top View" "Techniques for Live Storage & Shipping of American Lobster" Sincerely, Charles Sayle III President, Sayle & Henry, Inc. Commonwealth of Massachusetts Department of Fish and Game WHOLESALE DEALER 4245 DIVISION OF MARINE FISHERIES SAYLE&HENRY INC RELV�BLE FISH CO. .- DEALER PERM IT BA IT FINFISH WHOLESALE DEALER PRODUCT: LIVE LOBSTERS SCALLOP MEAT 4245 Permit ID:161494 EXPIRES: 12-31-2011 ACTIVITY: PRIMARY BUYER SAYLE&HENRY INC RELIABLE DOB: I FISH CO. _ SSUED: 05-04-2011 11 TOWN WHARF (508)280-4160 PLYMOUTH,MA 02360 Signature: DIRECTOR: Paul J.Diodati Commonwealth of Massachusetts WHOLESALE DEALER 4245 - - Department of Fish and Game DIVISION OF MARINE FISHERIES SAYLE&HENRY INC RELIABLE FISH CO. DEALER PERMIT BAIT FINFISH WHOLESALE DEALER PRODUCT: LIVE LOBSTERS SCALLOP MEAT 4245 Permit ID:161494 EXPIRES 12-31-2012 ACTIVITY: PRIMARY BUYER SAYLE&HENRY INC RELIABLE DOB: _ FISH CO. ISSUED: 01-18-2012 11 TOWN WHARF (508)280-4160 PLYMOUTH, MA OZ360 v " %�..v DIRECTOR: I..arQ. Paul J.Diodati Commonwealth of Massachusetts WHOLESALE DEALER 4245 Department of Fish and Game DIVISION OF MARINE FISHERIES SAYLE&HENRY INC RELIABLE FISH CO. DEALER PERMIT BAIT FINFISH WHOLESALE DEALER PRODUCT: LIVE LOBSTERS SCALLOP MEAT 4245 Permit ID:161494 EXPIRES 12-31-2013 ACTIVITY: PRIMARY BUYER SAYLE&HENRY INC RELIABLE DOB: FISH CO. ISSUED: 01-17-2013 11 TOWN WHARF (508)280-4160 PLYMOUTH,MA 02360 Signature: � '°� � � DIRECTOR: Paul J.Diodati Commonwealth of Massachusetts WHOLESALE DEALER 4245 Department of Fish and Game SAYLE&HENRY INC RELIABLE FISH CO. 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Estrella .g td `ems `v'» aa ;6. Third Edition Commonwealth of Massachusetts Department of Fisheries, Wildlife & Environmental Law Enforcement Division of Marine Fisheries July 2002 Techniques for Live Storage & Shipping of American Lobster By Bruce T. Estrella Third Edition July 2002 Second Edition January 1993 First Edition October 1984 Massachusetts Division of Marine Fisheries Technical Report TR-8 Commonwealth of Massachusetts Executive Office of Environmentat Affairs Bob Durand, Secretary Department of Fisheries,Wildlife & Environmental Law Enforcement David M. Peters, Commissioner Division of Marine Fisheries Paul J. Diodati, Director July 2002 CONTENTS Page Introduction ............................................................................................................I LiveStorage.............................................................................................................I A. System Design Options.................................................................................1 B. Tank Construction............................................................................................2 C. Water Quality................................................................................................. 4 1. Parameter Limits.........................................................................................5 2. Refrigeration..............................................................................................6 3. Circulation.................................................................................................7 4. Filtration........................................................................ ............................8 a. Gravity(Mechanical)Filter.....................................................................8 b. Pressure Filter.......................................................................................8 c. Biological Filter.....................................................................................8 D. Troubleshooting Causes of Mortality ................................................................10 Shipping................................................................................................................ 13 Literature................................................................................................................ 14 Appendix A. Storage System Component and Shipping Crate Mam.,facturers...................15 Appendix B. Required Massachusetts Permits and inspections........ .............................17 ii Introduction This public information booklet is intended as a concise guide for prospective commercial lobster dealers in the construction, operation, and maintenance of American lobster holding systems, and in the proper technique for shipping live lobster. It does not cover every operational design in use today, but concentrates on the major and basic points which must be addressed in order to maintain a successful operation. Much has been written about the subjects of lobster holding and shipping methodology; however, the lack of a single, updated comprehensive treatment of these subjects prompted theJdrafting of this treatise. Considerable research has been carried out with marine re-circulating systems, thereby improving our knowledge of the changes which can occur in a captive body of water. Effective procedures for dealing with these changes in order to maximize lobster survival and minimize impact on business overhead are discussed. Although live lobster shipping methodology has not changed much over the years,the major considerations necessary to minimize losses are also reviewed. This booklet was not intended to "re-invent the wheel' but to facilitate "its" use. Much of the enclosed information was condensed from other published documents which are listed in the literature section and melded for easy reading. Specific reference to these documents was omitted from the text in order to simplify the presentation. Live Storage A. System Design Options Live storage of American lobster for extended periods may be accomplished by several methodologies. Commercial dealers located in coastal vicinities may utilize floating crates, wooden "cars," dammed-off coves (common in State of Maine and Canada) or sheltered holding tanks, which are continuously supplied with running sea water pumped directly from the ocean (open system). Systems which are located ft!rther inland are limited to using recirculated- refrigerated tanks with a transported seawater or artificial sea water medium (closed system). Each system has its advantages and disadvantages. Open seawater systems are the least complex to operate. If the source of seawater is high in quality, filtration may be unnecessary. However, the coastal environment is subject to periodic appearance of pathogens and toxicants which may be harmful to lobster. Under extreme conditions complex filtration and ultraviolet sterilization systems may be necessary. Pressure sand filters or cartridge filters will enhance the ultraviolet treatment process. Major problems in a flow-through system are the presence of fouling organisms and silt. Sets of oysters, barnacles, or mussels can severely restrict water flow through the pipes and must be removed. This requires shut-down and mechanical cleaning and/or periodic back flushing. Construction of a back-up system would allow commercial operation to continue if the primary system fails or is shut down for cleaning. The intake pipe should be placed in deeper water which is normally cooler and has a more constant salinity than the surface. The opening of the intake pipe should be covered by a removable screen or run from a filter box containing shells or gravel to remove suspended solids and hamper fouling (Figure 1). Such structure will require periodic maintenance. The decision to use a submersible or non-submersible pump may depend on the distance between the tank and water source. A submersible pump may be more effective over a long distance, however, maintenance and electrical installation are simplified when the pump is land-based. 1 1 .. A 'c.,.OA per.` COARS-6 GRAVEL 4�" _ ce � � �'2�. PUMP a A closed recirculating system will reduce pumping costs and exposure to the marine environment and thereby allow better control over pathogen entry, particularly if an artificial medium is used. Gravity or biological filters are two water cleansing options used in closed systems. Figure 2A depicts a simplified closed recirculating system. B. Tank Construction The size and shape of a tank may vary depending upon space 7estrictions and needs. Keeping in mind a suggested loading ratio of 1 to 2 lbs. of lobster to 2 gallons of water, the tank capacity in gallons yielded by contemplated tank dimensions can be easily computed using the following formula: #gallons= (desired water depth x tank length x tank width) -F If measurements in inches, then F =231 cubic inches/gallon If measurements in feet, then F=0.13368 cubic ft./gallon* T cubic foot= 1728 cubic inches= 7.48 gallons). Tanks constructed of glass and aluminum or stainless steel are convenient for display but costly. A less i expensive and commonly used construction material is pine planking. Most other woods, including plywood, have been used successfully although the toxicity of oak, cedar, and redwood is suspected. Wooden, concrete, or cinder block tanks can be coated with fiberglass or epoxy resin to seal them, enhance their longevity, and facilitate cleaning. The rounding of corners aids water circulation, and eliminates sites of debris collection and low dissolved oxygen. Commercially produced molded fiberglass and plastic tanks as well as glass display tanks are available from several firms (Appendix A). The plumbing layout must not contain any copper or copper alloys (brass, bronze, Monel Metal, etc.) which are in contact with the water. The leaching of copper ions into the water will readily occur and is extremely lethal to lobster. Consequently, a pump with a bronze impeller should not be used. Zinc and lead are also toxic and should not interface with system water. PVC piping is the preferred choice for plumbing. The use of capped "T's" in place of elbows will facilitate cleaning. 2 Water entering the tanks may be sprayed through holes in a capped pipe or through a series of holes in an overhead pipe. This will achieve aeration by breaking the surface tension of the water and trapping air. Air pumps which force air through diffusers, or mechanical agitators may also be used. Tank drains should be at least 1'/4 inches in diameter and may be placed in the side or bottom of the tank. Since the water level is controlled by the height of the drain opening, the water level in a bottom drained tank may be simply adjusted by fitting a particular length of pipe (standpipe) into the drain hole. This pipe should be removable to allow complete drainage if necessary. A self-flushing tank can be easily made by placing a notched pipa of larger diameter over the bottom standpipe (Figure 3). This causes water to be drawn from the bottom of the tank, thereby pulling some debris with it. If the tank's water supply is stopped for any reason, lobster will quickly use up available dissolved oxygen in the standing water and suffocate faster than they would in moist air. If such conditions are expected to be prolonged, tanks should be drained. A'/4 inch hole at the base of the standpipe will allow drainage. f s � a € M ff ...... orm f, � p gg� YR gq .. k teSWUM EN&O a ' _ ((, " 00 t °I #ii € 3 i I t r„ 3 i C. Water Quality If cost and/or inconvenience prevent shipping sea water inland, Oificial sea salt mixtures can be prepared. Six major salts which are easily purchased from chemical supply firms can be dissolved in 100 gallons of tap water at the following proportions and provide a medium with a salinity of 34 o/oo (parts par thousand): Ounces Sodium chloride (Na CI) 376.66 Magnesium sulfate (Mg SOa) 92.50 Magnesium chloride(Mg CIZ) 73.33 Calcium chloride (Ca Cl2) 19.17 Potassium chloride (K CI) 9.17 Sodium bicarbonate (Na HCO3) 2.85 Although somewhat effective at keeping lobster alive, such mixtures which do not include trace elements are generally considered unsatisfactory for culture and long-term use. It is difficult, if not impossible, however, to duplicate all trace elements available in natural sea water since the contributing proportions-of many are infinitesimally small. The following table should emphasize the complexity of natural sea water: 4 Element Amount, ppm Element Amount, ppm Ag, Silver 0.003 Ar,Argon 0.6 Al,Aluminum 0.01 As, Arsenic 0.003 Au, Gold 0.000011 Mo, Molybdenum 0.01 B, Boron 4.6 N, Nitrogen 0.5 Ba, Barium 0.03 Na, Sodium 10,500 Be, Beryllium 0.0000006 Nb, Niobium 0.00001 Bi, Bismuth 0.000017 Ne, Neon 0.00014 Br, Bromine 65 Ni, Nickel 0.0054 C, Carbon 28 O, Oxygen 857,000 Ca, Calcium 400 P, Phosphorus 0.07 Cd, Cadmium 0.00011 Pa, Proctactinium 2x10-9 Ce, Cerium 0.0004 Pb, Lead 0.00003 Cl, Chlorine 19,000 Ra, Radium 6x10-11 Co, Cobalt 0.00027 Rb, Rubidium 0.12 Cr, Chromium 0.00005 Rn, Radon 6x10-16 Cs, Cesium 0.0005 S, Sulfur 885 Cu, Copper 0.003 Sb, Antimony 0.00033 F, Flouride 1.3 Sc, Scandium <0.000004 Fe, Iron 0.01 Se, Selenien 0.00009 Ga, Gallium 0.00003 Si, Silicon 3 Ge, Germanium 0.00007 Sn, Tin 0.003 H, Hydrogen 108,000 Sr, Strontium 8.1 He, Helium 0.0000069 Ta, Tantalum <0.0000025 Hf, Hafrium <0.000008 Th, Thorium 0.00005 Hg, Mercury 0.00003 Ti, Titanium 0.001 1, Iodine 0.06 TI, Thallium <0.00001 In, Indium <<0.02 U, Uranium 0.003 K, Potassium 380 V, Vanadium 0.002 Kr, Krypton 0.0025 W, Tungsten 0.0001 La, Lanthanum 0.000012 Xe, Xenon O.000052 Li, Lithium 0.18 Y, Yttrium 0.003 Mg, Magnesium 1350 Zn, Zinc 0.01 Mn, Manganese 0.002 Zr, Zirconium 0.000022 Even though trace elements comprise less than one percent of the total salts in natural sea water, their importance in providing an ionically balanced medium is not diminished. Such a medium has nutritive and life supportive properties and is particularly important when used for culturing delicate larvae and for scientific investigations. There are numerous commercial sea salt mixtures available (Appendix A). Care should be taken to choose one which contains at least the essential elements in ratios approximating natural sea water. Lobster can actively absorb ions from solution; consequently, an unbalanced salt mixture may be toxic. It is the ionic antagonism resulting from a balance of ingredients which cancels the poisonous potential of individual elements. The buildup of ammonia excreted by lobster is a common problem in a closed system which can upset this chemical balance and cause mortality. Consequently, biological and physical water treatment procedures become a necessity for removing nitrogenous wastes and other metabolic by-products. This will be discussed in more detail in another section. 1. Parameter Limits Optimum salinity for lobster ranges from 29 to 35 o/oo. Acclimation to salinities outside this range is possible if other conditions are favorable. For example, survival can occur at 11 o/oo at 40, F, or at 26 o/oo at 70, F. The upper tolerance is at 45 o/oo while survival at lower salinities is enhanced if the temperature is low. 5 Commercial sea salt mixtures are available for mixing with tap water. However, precautions should be taken to insure that any chlorine present in the tap water has dissipated before lobster are added. A concentration of 0.1 ppm chlorine is toxic to lobster. If present, recirculate water for two to three day$ (depending upon concentration)or pass water through an activated charcoal filter. Commercial dechlorinators such as.sodium thiosulfate are available from aquarium stores. A pH level between 5 and 9 should be maintained. The use of calcareous materials in the filter such as broken mollusc shells will aid in buffering against a usually declining system pH. The pH of natural sea water ranges from 7.5 to 8.4. The addition of activated carbon to a biofilter will help to maintain a pH level above 7.5 because it also inhibits a buildup of acid substances in the system. Its use has been found to reduce mortality by approximately 10%. Ammonia is quite toxic to lobster and will build to high levels in the holding system unless it is controlled by nitrifying bacteria in a biological filter. These bacteria will convert ammonia to nitrite which is less toxic and then convert nitrite to nitrate. The system is considered to be balanced when the bacterial colony has grown large enough to keep the ammonia and nitrite levels under control. When this happens, a test for ammonia should read < 10 ppm while nitrite drops to <5 ppm. Under these circumstances nitrate levels will continue to build and should be kept below 100 ppm by a regular schedule of water changes. The toxicity of copper ions to lobster cannot be overstated. The normal concentration of copper in sea water is 0.003 ppm. The lethal threshold of copper established for lobster is 0.056 ppm. 2. Refrigeration An optimal system water temperature should fall between 40°F and 50°F and may vary depending upon individual needs. For instance, lobster held at 48, F are fairly active and appealing to a customer. At 40, F they are markedly less active but will last longer under stressful conditions due to a slower metabolic rate. Also, waste production will decrease as the temperature decreases. Consequently, a refrigeration unit consisting of a compressor and coils which are of proper capacity for the size of the system must be installed. Special construction is necessary because cooling coils are normally made of (toxic) copper tubing. Safe coil materials are black iron, galvanized iron, plastic, titanium, and stainless steel. Black iron and galvanized iron will eventually rust, and plastic is impractical due to poor heat conductivity. Stainless steel may not be a useful choice for cooling coil construction; it is non-toxic and corrosion resistant, but it is greatly susceptible to electrolysis. Titanium tubing is efficient at heat conduction and resistance to corrosion and as a result is commonly found in modern commercially manufactured systems. A general rule of thumb is to use eight square feet of black iron coil surface per ton of refrigeration. The square footage per ton would have to be increased by 60-80% if plastic coils are used (although it is probably more accurate to relate coil surface area to horsepower). The use of a pump to agitate water flow over the cooling surface enhances the water-to-coil friction and is far more efficient than allowing cooling coils to passively chill water. The compressor and cooling coil or heat exchanger surface area should be capable of maintaining a water temperature between 40° F and 50, F. Placement of air-cooled condensers Is critical since they give off excessive heat. A refrigeration specialist should be consulted for proper installation. Suggested compressor sizes are: Compressor Size (horse power) System Size (gallons) 1/3 75-125 3/4 200-250 1 275-400 1'/2 425-700 2 800-1100 3 1200-1500 6 A temperature of 45° F approximates the body temperature of lobster when they are unpacked from an iced shipping container and minimizes temperature shock. Although lobster can adapt to a wide range of temperatures, exposure to sudden extreme changes should be avoided. Lobster should be protected from direct contact with cooling surfaces by using a baffle plate (Figure 2) or maintaining refrigerant coils in a separate tank. Death may ensue when lobster are exposed to a rapid rise in temperature while reaction is less violent to decreases in temperature. Lobster can adjust satisfactorily to a temperature differential of 15° F, although complete acclimation may take nearly three weeks. Differentials greater than 15° F may lead to mortality. Lobster captured during the summer months are acclimated to warm ocean temperatures; they should be gradually adjusted to holding tank temperatures to avoid temperature shock. 3. Circulation Oxygen is another important requirement which must be available at optimal levels for proper holding conditions. Oxygen level varies with water temperature. As the temperature rises the oxygen holding capacity drops. When water holds all that it can at a given temperature it is said to be saturated as in the natural environment. At 32° F saturated sea water contains 12 ppm (parts per million)oxygen but at 77, F it contains 7 ppm. The oxygen concentration of the storage system should be kept at or near saturation level. The rate of oxygen going into solution is enhanced by breaking up the surface of the water through use of a re- circulating pump,the size of which is an important consideration. Oxygen dissolves in water more readily when it is broken into small bubbles by an air stone or air breaker. If the return flow is directed through a perforated pipe overhanging the tank, the resulting spray will break the surface tension and facilitate the dissolving of oxygen. Minimum circulation requirements for a suggested loading ratio of 1 lb. of lobster to 2 gallons of water are: Pounds of Lobster 55 110 220 660 Degrees (F) Rate of circulation (gallons per minute) 40 '/2 1 2 6 50 1 2 4 12 60 1'/2 3 6 18 70 2 4 8 24 Larger loading ratios will increase the rate of oxygen consumption and circulation requirements. The water flow requirement to maintain 1,000 pounds of lobster at 45°F where 50% of the dissolved oxygen is utilized is 10.8 gallons per minute. The plumbing must be constructed properly to prevent super-saturation of the water which will cause a condition known as gas disease (which is similar to a pressure-related ailment called "the bends" experienced by divers). Super- saturation will occur when the pump is working against high head pressure and an air leak develops on the vacuum side of the pump. Death may result in a few hours to two weeks depending uron the acuteness of the problem. In order to prevent this the re-circulating system should be operated under low head pressure by selecting a low speed pump (e.g.,1725 r.p.m. preferable to 3450 r.p.m.); avoid a deep well jet pump; minimize the height at which water must be pumped; make the outlet pipe diameter larger than the suction pipe; minimize the number of elbows or"T's" in the piping, the layout should be as straight as possible; give preference to a gravity filter rather than a pressure filter; and do not install a priming valve on the intake side. The amount of oxygen present in sea-water varies with salinity as well as temperature. Oxygen holding capacity increases as water temperature and salinity decrease. Oxygen consumption is directly related to temperature. At 60, F lobster consume about twice as much oxygen as they do at 40, F. If the salinity is below optimum the oxygen requirement is also increased. Also, after feeding, oxygen consumption nearly doubles and remains high for three or four days. Small lobster require appreciably more oxygen per pound than large lobster. 7 4. Filtration Sanitation is an important aspect of holding system operation. Water which is cloudy and foul smelling is generally laden with organic material from not only waste products but from broken lobster parts. This organic matter breaks down into complex toxic by-products and in the process can utilize a large volume of oxygen. Water in this condition is apparently receiving inadequate filtration and should be changed to reduce its toxicity. Filtration will help to cleanse the water and reduce the need for water changes. Large amounts of protein in the water will cause surface foaming. For these reasons, food should be omitted during short-term holding due to its pollution potential. Lobster have been held successfully for seven months without food. Although a slightly lower meat yield resulted,flavor was not affected. 4a. Gravity(Mechanical)Filter Several options for filtration system construction are available. A simple gravity filter may be prepared by building a box with a plastic screen bottom and filling it with turkish toweling, burlap, cheesecloth, or cotton waste. Fiberglass insulation has been used successfully; however, it is not recommended because loose glass fibers will injure lobster, and may affect mortality in lobster held for long periods. Other filter materials such as 1/8" to 1/4" gravel or activated carbon may be used. This type of filter box, when placed in an accessible location allows easy inspection and replacement of the filter medium when needed. A polyester fiber pad may be placed on top of the filter material in order to screen large particulate matter. This "pre-filter" can be periodically removed, flushed, and reused. A filter box size of 2' x 2' x 2' is suggested for a 200 to 400 gallon system. 4b. Pressure Filter Commercial pressure filters, e.g. swimming pool filters, using charaaal or sand will also be effective at removing particulate matter, but are expensive and may cause gas disease. Generally, the volume of the filtrant material which these filters can hold is relatively small and therefore requires periodic back-flushing to clean the medium. Such a filter should be shunted to a fresh water system for back-flushing because back-washing into the saltwater system will release into the system all of the particulate matter which is trapped in the filter. This will require a complete water change. 4c. Biological Filter A third filter type is the biological filter which has a multifaceted application. Normally commercial holding systems are designed for short-term lobster holding with filters intended mainly for removal of solid wastes. However, successful re-circulating system operation requires an awareness of the changes occurring in a captive body of water. Even with a gravity filter in place, the buildup of nitrogenous compounds is a common problem. For example, ammonia, the major metabolic waste products of not only lobster but most aquatic animals is extremely toxic to all life forms and should be kept below 10 ppm. It can be controlled by employing a biological filter which is populated with nitrifying bacteria that metabolize ammonia and convert it to less toxic nitrite and then to nitrate. This is the nitrification segment of biological water treatment. If lobster are going to be held in closed systems for a long period of time, and particularly if they are fed, then ammonia production and buildup will be enhanced. Sudden overloading or a system with lobster (high lobster to water ratio) will have the same result and require regular complete water changes to mitigate the toxic effect. A high lobster to water ratio may be tolerated with fewer water changes if a biological filter is utilized. However, keep in mind that an effective biological filter is one in which the microbial population is in equilibrium with the waste produced by the lobster. Maintaining the recommended system loading ratio of one pound of lobster to two gallons of water will reduce the water changing frequency and yet optimize use of the medium. 8 PLASTiCSCREIN MOT ai 1° r a � - d^3_ ,. d. 4 @ COA � MWA I T GQT'TOM i OF 1 T FE R BOX y4' � f s 2 kart ! e of 19 9) fi } A biological filter may simply consist of a box containing materials that provide surface area for bacterial growth. Ammonia-fouled water flowing through the filter is acted upon by the bacteria. Filter materials may include granular activated carbon, a layer of crushed oyster shell or dolomite, and a layer of coarse oyster or clam shells, all of which should be washed thoroughly before use. These materials also provide some mechanical filtration since particles will be trapped between the grains. A pre-filter pad may also be used here to screen large particles. The bottom layer of coarse shell should rest on a perforated filter plate which suspends it above the floor of the tank to provide under-drainage (Figure 4). In addition to providing sufficient area for bacterial growth, the layer of granular activated carbon will absorb dissolved organic carbon, while the layers of shells provide a carbonate buffer against a declining pH resulting from a buildup of nitrates in addition to other factors: abundant nitrate ions readily replace carbonate and bicarbonate ions to form nitric acid. Successive layers of crushed shell and finally marine-activated carbon should each be sandwiched by nylon screening to keep the layers discrete and facilitate removal for cleaning. Phosphates will precipitate as calcium salts onto the filter bed and reduce its buffering capacity. This requires periodic stirring and/or rinsing of the filtrant materials. However,washing will remove most of the detritus which supports a large population of nitrifying bacteria. It also detaches bacteria from the filtrant surface. Consequently, if washing is absolutely necessary, it should be done directly in the system with clean water of the same salinity. The surface area of such a filter should approximate 25 percent of the total water area. Since microbial activity in a fine-grained filter diminishes with increasing depth due to declining oxygen availability, overall filter depth should not exceed one foot. Most of the nitri;cation will occur in the top several inches of the fine-grained segment of the filtrant material. The turnover ratio should be 2 to 3 tank volumes per hour. Although the biological filter described has been proven to be successful, recent studies have shown that the use of a filtrant material size of 2-5 mm ( 1/16 - 3/8" dolomite, crushed mollusc shells, or coral gravel) will enhance uniform distribution of nitrifying bacteria throughout the filter. If used,this will decrease the size of the filter needed and allow more efficient utilization of space. 9 The filter can be placed above the holding tank or submerged in a separate tank. The latter maximizes filtration efficiency since the entire surface area will be covered with water. It should be noted that the activity level of nitrifying bacteria will be drastically reduced when the medium temperature is below 50° F as is generally the case with commercial lobster holding systems. Consequently, caution should be taken if a biological filter is incorporated since its efficiency will be lowered. A change of from 10 to 30 percent of the water per month is recommended, particularly if the suggested loading ratio is exceeded. Nevertheless, a biological filter will increase the length of time that water can be re-circulated for it mitigates lethal toxic buildup. It is advisable to allow from one to two months for the bacterial medium in biological filters to develop, depending upon water temperature. Filter bacteria can be introduced into the system by the addition of natural bay water, soil nitrifying bacteria, or by inoculation from an established filter bed. In the latter two cases, one may vigorously mix well cultivated garden soil or filtrant materials with fresh water, allow the solids to settle out, then pour the liquid into the new filter. The loading capacity of the system will vary according to the area Uf the filter's surface, the successful colonization and resulting density of nitrifying bacteria, and the health of the biological filter. The system parameters should be closely monitored to determine the holding capacity of the system. If the parameter limits are exceeded, the health of the filter's bacterial colony will suffer and the number of lobster it can sustain will diminish. The operator should seek to achieve a balanced system which is one in which the biological filter is in equilibrium with the waste production. Secondary Water Treatment Secondary water treatment is a necessary segment of the biological filtration system only if one wishes to control the buildup of nitrates and the resulting need for the previously described frequent water changes. This facet of biological filtration is seldom employed in commercial lobster operations. It is described here only to provide a comprehensive description of biological filtration. This is the dissimulation segment of biological water treatment where nitrates are reduced to free nitrogen and/or converted to plant tissue. It is accomplished by the culture of filamentous or leafy marine macroscopic algae. A separate tank must be provided with light either natural or artificial for the algae to conduct photosynthesis (Figure 26). Keeping the rest of the system in dim light will help prevent spread of the algae throughout the system. The growth and viability of both the microbial and algal populations will depend upon the supply of available nutrients. Once bacteria and algae are introduced into the system, the nutrients (waste products) necessary for their growth and proliferation must be supplied. Lobster may be maintained in the tank with a mechanical or gravity filter until the biological filter is fully developed. Under such conditions the water chemistry should be regularly monitored and water changes made if necessary. Portable test kits are available from a number of sources (Appendix A) which will determine dissolved oxygen, salinity (may be measured with a hydrometer), ammonia (NH4), nitrate (NO3), and pH. These parameters, in addition to temperature, should be major considerations of a system operator. (When deciding on which water analysis kit to purchase it may be helpful to consider the maximum number of tests which each kit allows). D. Troubleshooting Causes of Mortality It is obviously important to regularly monitor system parameters to avert excessive mortality, however, when evaluating system problems one should keep in mind that lobster mortality may be attributed to a number of causes. In addition to toxic construction materials, heavy metals and chlorine, lobster are extremely susceptible to insecticides including "no-pest strips". These should not be used in the vicinity of holding tanks. Cleaning fluids, hand lotions, or any other foreign solutions should not come in contract with the water. 10 Although the potential lethality of toxic materials and abnormal system parameters has already been discussed, it is important to know that high temperature, low salinity, low dissolved GZygen, pollution, overcrowding, and aggression may be particularly detrimental during the molting period. The physiological changes which lobster undergo at this time make them particularly sensitive to stress and their vulnerability to physical abuse is much greater than hard-shelled lobster, The crowded conditions that potentially can occur in a holding tank will enhance stress by lowering the dissolved oxygen level, increasing waste production, and lowering pH. Low salinity, oxygen depletion, and gas disease appear to be more hazardous at high temperatures. Consequently, it is advisable to keep system parameters at the suggested ideal levels. Lobster which are captured by trawler may be exposed to oxygen deficient mud which is also swept into the cod end of the trawl. This material may clog the gills and not only directly interfere with the normal flow of water over the gill surfaces but also compete for available oxygen. There is also the likelihood of physical damage to the fine gill filaments. Such stressed lobster are highly susceptible to mortality unless properly washed and stored at a low temperature (40, F). If uninjured, lobster can clean away most of the mud through the beating action of their gill bailers within a few hours. Nevertheless, if not properly cared for, trawl-caught lobster may be more likely to succumb to adverse holding conditions than trap-caught lobster. Gaffkemia, a naturally occurring bacterial disease of the blood, has received the greatest notoriety as a potential lobster killer. American lobster are very susceptible to it. Bacteria will enter the lobster through breaks in the shell, consequently, shell damage or broken claws caused by rough handling, puncture wounds from pegging claws (rather that banding), or lobster aggression under crowded conditions may result°in losses if the bacteria are present. High temperatures and low salinity will shorten time to death to a few days; under ideal conditions the time to death may take one to two months. Since the disease is harmless to man, weakened lobster can be cooked without any problem. However, given the ease at which the disease may infect other lobster some precautions should be taken. For insurance each new lobster shipment should be isolated in a separate tank. One can usually determine within 4-5 days if any diseased lobster are present. Infected lobster exhibit progressive weakness, sluggishness, and assume a spread eagle position just prior to death. They may also develop a pinkish to reddish coloration observable through the semi- transparent membranes on the underside of the tail. However, this condition can be caused by a number of other factors so the common name of'Red Tail" disease is a misnomer. If identified, diseased lobster should be quickly removed and the shipment quarantined until sold. The tanks should then be drained, thoroughly scrubbed and rinsed to remove as much organic material as possible (algae, etc.). Then rewash with a commercial chlorine bleach to kill bacteria, flush well and refill with de-chlorinated water (1 grain of sodium thiosulfate per gallon of water). Dechlorination material is available from aquarium shops. Keep in mind that filters should be cleansed in the same fashion or re-infection may occur. Medicinally-treated foods have been developed to combat gaffkemia in lobster holding facilities. It should be noted that such antibiotics will also affect the flora in biological filters. Another lobster ailment which also generally follows an initial external injury is shell disease. Invading chitin- consuming microorganisms cause a tunneling and pitting of the shell and eventually ulceration. Death will not usually ensue unless the chitinous covering of the gills is attacked, subsequer,;Iy interfering with respiration. If ulceration of underlying tissue has not occurred then the symptoms will usually be eliminated when the shell is shed. Consequently, small lobster, which molt at a greater frequency than large lobster, are less lii-.ely to exhibit extensive symptoms. Most parasitic infections are not believed to seriously impact lobster and may be responsible for only chronic low level mortality depending upon the species and anatomical site of attachment (digestive tract, gills, heart muscle). However, one species, a ciliated protozoan (Mugardia) has caused extensive mortality in some Maine impoundments in recent years. This pathogen is thought to enter the body through a wound or break in the shell. Mugardia has been found to actively devour lobster blood cells causing mortality within a few weeks through anemia and asphyxiation. 11 Troubleshooting system problems can be accomplished if the following symptoms and probable causes are recognized and corrective measures implemented: SYMPTOMS AND PROBABLE CAUSES OF DEATH OF LOBSTERS IN RECIRCULATED HOLDING SYSTEMS (adapted from Goggins, 1960) SYMPTOMS PROBABLE CAUSE CORRECTION Lobster becomes increasingly 1.Lack of oxygen 1. Remove some lobster from weak and sluggish;dies in 2.Copper poisoning system or increase spread-eagle position circulation 3.Poisoning due to breakdown 2. Remove copper from system. of waste material 3. Change water Many dead upon arrival. Show Bacterial disease,Gafflcemia 1. Salvage weak lobsters. above symptoms when placed in Protozoan,Mugardia 2. Notify Mass.Division of water. More active lobster, Marine Fisheries. upon removal from water,die in from 15-20 minutes. If wounded,bleed to death quickly. Lobster become increasingly weak 1. Fresh water 1.Check salinity and correct. and sluggish. Die in spread-eagle 2. Acute gas disease 2.Check vacuum side of pump position with bloating,while still for possible air leaks,and alive,at junctions of carapace and correct. tail,walking legs and body Lobster may show mild irritation 1. Mild Gas Disease 1. Same as#2 above. (more activity than normal),walk 2. Mild insecticide poisoning 2. Drain tank thoroughly. on tips of walking legs with tail Clean with strong alkali. angled upward,then lose sense of Replace water. balance,fall on side or back, unable to right itself. May not die for week or more. Lobster hyperactive. May leap Acute insecticide poisoning. Same as#2,above. out of water. May die in from 2-4 hours. Lobster hyperactive,at first. High salinity. More than 40 Correct the formulation of Will arch tail upward and forward parts per thousand. water. as far as possible. Will back in almost perpendicular position against sides of tank,then relax and act normal. Then usually die in from 15-20 minutes. In winter,lobster sluggish when Freezing. Ice crystals Adequate protection in placed in water. Dies within 24 formed in tissue cells. transit. hours. When boiled,meat-usually tail section-mushy. July to October,in new shell Weak stock. Lobster more Handle lobster as carefully stock. Lobster weakens and dies. sensitive generally because of as if they were eggs. Avoid molting and adverse holding abrupt changes in physical conditions,especially to chemical enviroment. abrupt changes in temperature. May be further weakened by poor handling. 12 SHIPPING The general procedure for shipping live lobster involves removing them from their sea water medium and packing them in crates constructed of wood, insulated waterproof cardboard, styrofoam, or facsimile. The same precautions advised for storage tank operations are also recommended for shipping. However, the most important considerations for enhancing survival, particularly for long term shipments, are temperature, humidity, available oxygen, and use of hard- shelled, vigorous lobster, rather than recently molted lobster. Lobster can live out of water for 4 to 5 days, however, their gills must remain moist in order to function. Their respiration in air is best when humidity approaches 100 percent. Since oxygen consumption increases with the temperature ind lobster are extremely sensitive to high temperature, refrigeration during shipping is necessary. Refrigerating lobster at a temperature between 32 F and 40 F will maximize survival. Lobster which are captured during warm weather should he stored in a holding tank at 45, F or lower in order to adjust them to a cool shipping temperature. Shipping crates may contain or be covered with ice. However, lobster should not be allowed to directly contact the ice to avoid temperature shock nor should they be immersed in the fresh water from the melting ice as this can be lethal. Shipping containers should not be completely air tight since this will cause the oxygen level to drop and carbon dioxide level to quickly rise to a lethal point. Under these conditions and a temperature of 50, F, 33 percent mortality was demonstrated within 36 hours. However, a colder shipping temperature may have solved this problem since it would have lowered the lobster's respiration rate. Nevertheless, dry ice (carbon dioxide in solid form)should not be used because as it warms it produces large amounts of carbon dioxide which can asphyxiate,lobster. It is also too cold (-109° F) and will easily freeze nearby lobster. Shipping crates with 1/2" air vents on opposite sides will supply adequate ventilation if it is felt that containers are too well sealed and a low temperature cannot be maintained. Since the oxygen consumption of feeding lobster doubles, lobster should be starved for at least three days before shipping. Small lobster will require more oxygen per pound than large lobster. Lobster are generally shipped down form Canada and Maine in we oden lathe crates which hold approximately 100 lbs. of lobster. These crates are generally constructed of loosely spaced lathes which aid air circulation and contain. several pounds of rockweed along with the stacked lobster to help maintain adequate humidity. Although the value of rockweed packing has been questioned, it is still widely used in long distance shipments which may last up to four days. Wet burlap may be an effective substitute. Crushed ice is packed on and between crates and then covered by a tarpaulin. Crates should have adequate.drainage holes to dissipate fresh water from melting ice. Refrigerated trucks which can maintain a proper temperature and humidity are ideal for lobster shipping since icing of shipping containers will be unnecessary. The major concern arises when lobster are shipped in open trucks in warm weather. Under such conditions the ice will melt rapidly and re-icing will be required to maintain a low crate temperature and maximize survival. The alternate layering of lobster, wet burlap, and crushed ice within crates may help to maintain proper shipping conditions in this case. During winter, shipments may be made at very low air temperatures. At these times lobster must be protected from freezing. (Their body freezing point is 291F). Under such extreme conditions enclosed trucks which are supplied with a heater may be necessary. Long distance shipments requiring a lengthy period of time by truck or train may be handled by air freight. For air freight or any short trips lasting up to 24 hours, styrofoam insulated cartons holding up to 50 lbs. of lobster are generally used. The convenience of commercial reusable freeze packs (gel-paks) ,ias eliminated the need for crushed ice and its associated drainage problems in these instances. Care should be taken to properly gauge the duration of the frozen reusable ice packs and judge shipping time accordingly. Provisions shOdd be made for the cold storage of shipped lobster as soon as possible after arrival at their destination. Commercially produced corrugated shipping cartons with molded styrofoam internal containers which are specifically designed for shipping live lobster are widely used and available in several sizes (Appendix A). 13 ACKNOWLEDGEMENTS I am grateful to David Gabriel, DFW&ELE,for his assistance in improving the graphics presentation in this document. LITERATURE Cornick, J.W. and J.E. Stewart. 1977. Survival of American lobsters (Homarus americanus)stored in a recirculating, refrigerated seawater system. J. Fish. Res. Board Can. 34:688-692. DeWees, C.M. and H.C. Shapiro. 1974. "Suggestions for Holding Live American Lobsters in Tanks" Animal Science Leaflet 3004 Marine Advisory Publication, California Sea Grant. 5pp. Goggins, P.L. 1960 "The Storage of Live Lobsters in Recirculated-Refrigerated Tanks." Maine Department of Sea and Shore Fisheries. 13pp. McLeese, D.W. and D.G. Wilder. 1964. "Lobster Storage and Shipment." Fisheries Research Board of Canada, Bulletin No. 147. 69 pp. Meade, T.L. (undated). "A Water Quality Problem in Lobster Holding Tanks." New England Resources Information Program, U.R.I., Marine Memorandum Series No. 31. Meade,T.L. 1969. "Factors Involved in the Storage and Transport of the American Lobster." New England Marine Resources Information Program, U.R.I., Publication 3. 7pp. Perry, H.M., J.T. Ogle, and L.C. Nicholson. 1979. "The Fishery for Soft Crabs with Emphasis on the Development of a Closed Recirculating Sea Water System for Shedding Crabs." Proceedings of the Blue Crab Colloquium, October 18-19, 1979. 16 pp. Spotte, S. 1970. "Fish and Invertebrate Culture, Water Management in Closed Systems." John Wiley&Sons, Inc. New York, New York. 179 pp. Wilder, D.G. 1953. "Holding Live Lobsters in Aerated Artificial Sea Water.";Fisheries Research Board of Canada. 5 pp. Van Olst, J.C., J.M. Carlberg, and J.T. Hughes. 1980. Aquaculture. In "The Biology and Management of Lobsters." (J.S. Cobb and B.F. Phillips, ed.)Academic Press, New York. Volume 2. p. 333-384. 14 Appendix A STORAGE SYSTEM COMPONENTS AND SHIPPING CRATE MANUFACTURERS The following list of manufacturers of lobster storage system components and shipping crates is intended as an aid to prospective dealers in finding needed equipment. The list includes only known manufacturers taken from newspaper,magazine,and"yellow pages'advertisements. It is in all probability not a complete list and does not represent an endorsement by the Division of Marine Fisheries. Manufacturer Complete Refrig- Synthetic Water or storage eration sea analysis Shipping Distributor systems Tanks Filters Pumps units salts test kits crates Aquaria,Inc. X X 2290 Agate Court Simi Valley,CA 93065 Tel.(805)584-9400 Aquarium Systems X 8141 Tyler Blvd Mentor,OH 44060 Tel.(800)822-1100 Atlantic Lobster Systems X X 735 E.Indust.Park Dr. Manchester,NH 03103 Tel. (603)669-2728 Charles English,Inc. X X X X 6140 St.James St.West Montreal,Quebec CANADA H4A 264 Tel. (514)481-2065 FDC Packaging X 113 Adams Street Medfield,MA 02052 Tel.(508)359-8566 15 Manufacturer Complete Refrig- Synthetic Water or storage eration sea analysis Shipping Distributor systems Tanks Filters Pumas units salts test kits crates Frigid Units,Inc. X X X X 3214 Sylvania Ave. Toledo,Ohio 43613 Tel.(419)474-6971 HACH X PO Box 389 Loveland,CO 80537 Tel.(800)227-4224 LeGay Fiberglass Lmt. X P.O.Box 117 Waverly,Nova Scotia BON2S0 Tel.(902)860-0822 �j Marine Biotech,Inc. X X X 117 Elliot St. Beverly,MA 01915 Tel.(888)624-8265 Packaging Products Corp. X 198 Herman Melville Blvd. New Bedford,MA 02742 Tel.(508)997-5150 Sea Plantations,Inc. X X X X X X 29 Congress Street Salem,MA 01970 Tel.(978)745-4560 Tech Pak,Inc. 14 X X 2 Fifth St. Peobody,MA 01960 Tel. (978)532-3500 Wolf Marine Systems X X X X X X X 709 Hart Street Brooklyn,NY 11221 Tel.(718)443-1567 Any refrigeration specialist X Any aquarium dealer X 16 i Appendix B REQUIRED MASSACHUSETTS PERMIT'S AND INSPECTIONS All persons engaged in the wholesale or retail trade of raw fish, shellfish and lobster, including bait, whether frozen or unfrozen, must have a Dealer Permit from the Massachusetts of Marine Fisheries (DMF), and is subject to inspection by the Department of Public Health, Division of Food and Drug. A "request for Public Health Certificate" form must be completed and sent to the Food and Drug office in Jamaica Plain. Questions about permit applications should be directed to the DMF at (617) 727-1520, Boston office; (978) 282-0308, Annisquam office: or (508) 563-1779, Pocasset office. Questions about inspection should be directed to the Food and Drug office at(617)983-6712, Jamaica Plain. RETAIL BOAT SEAFOOD DEALER LICENSE: Allows the holder to sell "whole" fish and lobsters from his/her boat only (does not include shellfish). A commercial fisherman's permit is required in addition to this permit. A boat waiver(see below)must be filed in lieu of a health inspection. RETAIL SEAFOOD DEALER LICENSE: Allows the holder to sell raw fish, whether frozen or unfrozen, shellfish and lobsters at one retail location. The holder must purchase shellfish only from a holder of a wholesale dealer or Wholesale truck permit, or from a certified out-of-state wholesale dealer. ShE::llfish CANNOT be purchased directly from a harvester. Does not allow the holder to shuck, relabel or repack shellfish. An approved inspection from the Division of Food and Drugs must be submitted to Division of Marine Fisheries. The name and address must be the same on the inspection report and permit. This permit may be endorsed for bait(excluding shellfish). The inspection must specifically state "Approved for retail and bait license". RETAIL SEAFOOD TRUCK DEALER LICENSE: Allows the holder to sell fish or lobsters at retail from a mobile unit(does not include shellfish). Does not allow the holder to process, fillet, shuck, cook, etc. An inspection is required from a town or county Board of Health. A copy of the inspection must be submitted with the application. The name and address must be the same on the inspection report and permit. A Hawkers and Peddlers permit may also be required. Contact the Division of Standards at(617) 727-3480 for further information. WHOLESALE SEAFOOD BROKER LICENSE: Allows the holder to act as an agent who negotiates contrirc-ts of purchase and sale of seafood. The brokerage activities will not involve the actual handling, processing or reshipping of finfish, shellfish or other marine resources. A"broker only"waiver(see below) must be filed in lieu of a health inspection. .7tWHOLESALE SEAFOOD DEALER LICENSE: Allows the holder to acquire, handle, store, distribute, process, fillet, ship or sell raw fish and/or shellfish,whether frozen or unfrozen, in bulk or for resale. Also allows retail sales from the same single, fixed location. An approved inspection from the Division of Food and Drugs is required. A copy of the inspection report must be submitted with the application to Division of Marine Fisheries. The name and address must be the same on the inspection report and permit. This permit may be endorsed for bait (excluding shellfish), the inspection must specifically state, "Approved for retail and Bait License". Requires a HACCP plan. 17 WHOLESALE SEAFOOD TRUCK DEALER LICENSE: Allows the holder to acquire, handle, distribute, ship or sell raw fish, whether frozen or unfrozen, in bulk or for resale from a truck only. Does not allow the holder to process raw fish,whether frozen or unfrozen, lobster or shellfish. Does not allow the holder to purchase shellfish or shuck, relabel or repack shellfish. An approved inspection from the Division of Food and Drugs is required. A copy of the inspection report must be submitted with the application to the Division of Marine Fisheries. 18 �'i THE Town of Barnstable Barnstable � 1p� ~� Board of Health j j v`"nAS&'E 200 Main Street,Hyannis MA 02601 I I I 039. 2007 Office: 508-862-4644 Wayne Miller,M.D. FAX: 508-790-6304 Paul Canniff,D.M.D. Junichi Sawayanagi June 28,2016 Mr. Stephen Wilson Baxter & Nye Engineering and Surveying 70 North Street, Third Floor Hyannis, MA 02601 Re: 44 Bodick Road, Tight Tank for Three Bay Sink Map/Parcel 344-082 Dear Mr. Wilson, You are granted permission on behalf of your client, Charles Salye, to install a holding tank at 44 Bodick Road, Hyannis, MA. The permission is granted with the following condition: • The tight tank shall be installed in accordance with the engineered plans dated June 5, 2016. Sinc ely, n Miller, M.D. Chairman Q: VvTH Tight Tank 44 Bodick Road 2016.docx t DATE: FEE: anxxsrna►.E. � { 9�was. REC. B FD MA'S pe� / Town of Barnstable SCHED. DATE: A t`�~p��p Board of Health 200 Main Street, Hyannis MA 02601 Office: 508-862-4644 Wayne A.Miller,M.D. FAX: 508-790-6304 Junichi Sawayanagi Paul J.Canniff,D.M.D. VARIANCE REQUEST FORM LOCATION Property Address: SFy A y�jt Assessor's Map and Parcel Number: 3gyIpe2_ Size of Lot: /.5' ca rce—s Wetlands Within 300 Ft. Yes Business Name: Sc. I-(� DPW- No Subdivision Nam APPLICANT'S NAME: C hs,-Ics Sal-Ic. Phone S09-280— V166 Did the owner of the property authorize you to represent him or her? Yes _ No PROPERTY OWNER'S NAME CONTACT PERSON Name: Name: C'b.ar/ s .S&11W r y Address: 11Y Albdkek Rc0 Atad� H�D24,oi Address: PO,13vx 1662 /laaA&clttf. OLSSy Phone: Phone: SbS- ?-Bo -V166 VARIANCE FROM REGULATION(List Reg.) REASON FOR VARIANCE(May attach if more space needed) 1? a rJ e 5 f- -te, ►b%s+a(l a. -1- §!W- ta N K +8 LACC.ew1 C5CQZ AevA, Axaej C. ,' 1201 41ZS NATURE OF WORK: House Addition ❑ House Renovation ❑ Repair of Failed Septic System ❑ Checklist (to be completed by office staff-person receiving variance request application) Please submit copies in 4 separate completed sets. _ Four(4)copies of the completed variance request form _ Four(4)copies of engineered plan submitted(e.g.septic system plans) _ Completed seven(7)page checklist confirming review of engineered septic system plan by submitting engineer or registered sanitarian _ Four(4)copies of labeled dimensional floor plans submitted(e.g.house plans or restaurant kitchen plans) _ Signed letter stating that the property owner authorized you to represent him/her for this request _ Applicant understands that the abutters must be notified by certified mail at least ten days prior to meeting date at applicant's expense (for Title V and/or local sewage regulation variances only) Full menu submitted(for grease trap variance requests only) _ Variance request application.fee collected(no fee for lifeguard modification renewals,grease trap variance renewals[same owner/lessee only], outside dining variance renewals[same owner/leasee only],and variances to repair failed sewage disposal systems[only if no expansion to the building proposed]) _ Variance request submitted at least 15 days prior to meeting date VARIANCE APPROVED Wayne Miller,Chairman NOT APPROVED Junichi Sawayanagi REASON FOR DISAPPROVAL Paul J.Canniff,D.M.D. C:\Users\decollik\AppData\Local\Microsoft\Windows\Temporary Internet Files\Content.Outlook\BAJ9P9B7\VARIREQ.DOC t Charles Sayie III Sayie&Henry,Inc. P.O.Box la62 Nantucket,MA 02554 May 27, 2016 \ Town of Barnstable Attn: Board of Health 200 Main Street Hyannis,MA 02601 Re; 44 Bodick Road, Hyannis Members of the Board, This letter is to notifyyou that I have authorized Y Baxter-Nye Engineering&Surveying to represent me for the variances being requested at the above location. Sincerely, Charles Sayie Ili Phone: 508-280-4160 Email; csayle3@yahoo.com CC: file D:}ZOIS}2D75-0291,40MIN}IETT£R5180H{ertifr2d letters-Mailing}leffer Df Authodrat&n to 8N.dou BAXTER NYE ENGINEERING & SURVEYING Registered Professional Engineers and Land Surveyors 78 North Street,3rd Floor,Hyannis,MA 02601 Tel: (508)771-7502 Fax: (508)771-7622 a May 27`h, 2016 { V Town of Barnstable M Attn: Board of Health f.• M 200 Main Street W Hyannis, Mass. 02601 Re: Proposed Tight Tank—44 Bodick Road, Hyannis Members of the Board, On behalf of my client, Mr.Charlie Sayle; Sayle & Henry, Inc., I am requesting permission to install a tight tank at the above noted location. Enclosed please find the following items: • Plan of the proposed holding tank • Variance Request Form • Letter of Authorization from Mr. Charlie Sayle I will notify the abutters of this request as per the Board's policy. We will attend the Board's public hearing to address your questions. Sincerely, Stephen A. Wilson, P.E. encl. CC: file #2015-029:06 0:\2015\2015-029\ADMIN\LErrERS\BOH-Certified Letters-Mailing\2015-029-Letter to BOH-44 Boddick-Sayles&Henry,Inc.doc Land Surveys • Site Design • Subdivisions • Septic Design • Wetland Filings • Planning Town of.Barnstable Geographic.lnformation System May 26,2016 344021 _ - R 328183 344002 #160 344077 #6 344046 4 344064 . . . #0 #375, ..... 344056 #60 458 #144 344015602. .. 34#U14301 344039 J ❑ 4•#380 074 a 74 OQ 344035 344062 #367 344015001 �� ::'::. j #0 #372344061 , 4� 0 344079 �� Ov 344oa9 #27 0123 o a •., s4aoal ,� �P 344016 . .. .. #75 #362 344060 _.. #113 .':,:,;:-'•;:Yc::..;.•' '"'iCi }:.ii ::': ;::::;:•::.:_:. 344017 _. ti :" #3aa . . O Jr#86 :..... .. .:....:..:.... �f `�; 344082: �• _ r #65 ,$344 018 344052 _ :.....:.:...... 344053. 343021 344036 3281 344054 <#77 #59 14 r z •# 14 #65 343022CN D #'61 I''r:::i #71 ::r s•a r. 343023 #65 _. y 0 7 e 328142001 #47 DISCLAIMERS:This map is for planning purposes only. It is not adequate for legal ... Map:344 Parcel:082 Board OfHBalth .. - Selected Parcel - tN boundary determination or regulatory interpretation. Enlargements beyond a scale of el@Qte 1"=100'may not meet established map accuracy standards. The parcel lines on this map. Abutter List Type-Direct abutters(DO Set distance)and the properties located are only graphic representations of Assessor's tax parcels. They are not true property across,the Street. - .. Abutters " boundaries and do not represent accurate relationships to physical features on the map f�' such as building locations. - .. :_ - - Buffer �/,f', r Y 5/26/2�i 16 AbutterReport Board of Health. Abutter List for Map & Parcel(s): '344082" Direct abutters (no set distance):and the properties located across the street:. Total Count: 12 Close Map&parcel Qvunerl Ownet2 AddreSSi Address Mailing Country:Deed CityStateZip ATTN: SUSAN 80INDUSTRIAL WILMINGTON,MA 343018 TORRICE,CLAIRE L TR SUBEST TRUST .28058/300 FRANSON WAY: 01887 1418 WEST NEWTON, 343019 BODICK ROAD LLC .. .... :..COMMONWEALTH MA 02465 20324/192 AVENUE : JM BURKE :: HYANNIS;MA 344036 PO BOX 2427 20643/230 PROPERTIES LLC - 02601 344080002 55 BODICK ROAD LLC 37 WHITMAR ROAD MARSTONS MILLS, 29265/62 MA 02648 HATFIELD,RICHARD 101 WINDSHORE HYANNIS,MA 34.408000A : ,M DRIVE 02601 8793/157 HATFIELD;RICHARD 101 WINDSHORE HYANNIS;MA 34408000B . M DRIVE 02601 8793/157 HATFIELD,RICHARD 101 WINDSHORE HYANNIS,MA 34408000C 8793/157 M DRIVEN 02601 HATFIELD,RICHARD 101 WINDSHORE HYANNIS,MA 34408i)o0D M DRIVE 02601 8793/157 ZINOV,IRENA& 76 THREAD.NEEDLE CENTERVILLE,MA 34408000E 16143/30 DMITRY LN 02632.:.: - ZINOV IRENA& 76 THREAD NEEDLE CENTERVILLE,MA 34408000F " 16505/193 DMITRY LN 02632 34408.1 R F&R M LLR 22:CHANNEL POINT. HYANNIS,MA 22464/284. _. ROAD :. 02601 _. 344082 CAPE DAIRY LLC 44 BODICK RD HYANNIS,MA 19662/288 02601 This list by itself does NOT constitute a certified list of abutters and is provided only as an aid.to the determination of abutters.If a certified list of abutters is required,contact the Assessing Division to have this list certified.The owner and address data on this list is from the Town of Barnstable Assessor's database as of 5/26/2016 . .. http://maps.townofbarnstable.us/arcims/appgeoapp/AbutterReport.aspx.t pe=BOH 1/1 f ABUTTER NOTIFICATION LETTER Date: May 271h, 2016 Re: Request for installation of tight tank. As an abutter please be advised that a request has been filed with the Barnstable Board of Health. Additional details are below: Applicant: Sayles& Henry, Inc. Mr. Charlie Sayles Address: 44 Bodick Road Hyannis, Mass. 02601 Project Location: 44 Bodick Road, Hyannis Assessors Map & Parcel: Map: 344; Parcel:082 Project Description: Request installation of tight tank(a.k.a. holding tank)to accommodate flow for proposed 3-bay wash sink. Applicant's Agent: Baxter-Nye Engineering&Surveying 78 North Street—3td Floor Hyannis, Mass. 02601 Public Hearing: Town Council Hearing Room—2nd Floor Town Hall, 367 Main Street Hyannis, Mass. 02601 June 14`h, 2016 at 3:00pm #2015-029:06 0:�2015�2015-029�ADMINkLETTERSJBOH-Certified Letten-MailingJ2015-029-Abutter Notification Letter.docx L . ° y COMMONWEALTH OF MASSACHUSETTS Z EXECUTIVE OFFICE OF ENVIIONMENTAL AFFAIRS € DEPARTMENT OF ENVLRONMENTAL PROTECTIbN .� 9 ' if 23 TITLE 5 OFFICIAL INSPECTION FORM —NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM FORM PART A CERTIFICATION Property Address: ® � 1 � �/�• / � Owner's-Name 0 Owner's Address: A Date of Inspectionele : ^ Name of Inspect (please print) �- f �"F�l t uARCEI 0 2 � Company N'am p��(f�}'�, ^ Mailing Address: +46 ) `7' 1_!� a ! C� C19 Telephone Number: ., —7).!"g 3S9 CERTIFICATION STATEMENT I certify that I have personally inspected the sewage disposal system at this address and that the information reported below is true, accurate and complete as of the time of the inspection. The inspection was performed based on my training and experience in the proper function and maintenance of on site:sewage disposal systems. I am a DEP approved system inspector pursuant to Section 15.340 of Title 5(310 CMR 15.000). The system: --J—/Passes Conditionally Passes Needs Further Evaluation by the Local Approving Authority Inspector's Signature: Date: - r /J The system inspector shall submit a copy of this inspection report to the Approving Authority(Board of Health or DEP)within 30 days of completing this inspection.If the system is a sha-ed system or has a design flow of 10.000 gpd or greater,the inspector and the system owner shall submit the repor_to the appropriate regional office of the DEP.The original should be sent to the system owner and copies sent to the buyer, if applicable,and the approving authority. Notes and Comments Z >✓ U ****This report only describes conditions at the time of inspection and under the conditions of use at that time. This inspection does not address how the system will perform in the future under the same or different conditions of use. Title 5 Inspection Form 6/15/2000 page I T Noe of I I OFFICIAL INSPECTIOr FORM-NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE:SEIXAGE DISPOSAL SYSTEM INSPECTION FORM PART A CERTIFICATION (continued) Property Address: Owner• Q" Date of Ins ection: Inspection.Summary: Check A,B,C,D or E./ALWAYS complete all of Section D A.)ystern Passes: I have not found any information which indicates that any of the failure criteria described to 3 10 CMR I5:303 or in 310 CMR 15.304 exist. Ar_y failure criteria not evaluated are indicated below. Comments: B. System Conditionally Passes:. One or more system componer.tr as described in the"Conditional Pass"section need to be replaced.or repaired.The system,_upon completion of the replacement or repair, as approved by the Board of Health,will pass. Answer yes,no or not determined(Y,N,ND)in the for the following statements. If"not determined"please explain: The septic tank is metal and ove:20 years old* or the septic tank.(whether metal or not) is:structurally unsound, exhibits substantial infiltration.or exfiltration or tank failure is imminent. System will pass inspection if the existing tank is replaced with a.complying septic tank as approved by the Board of Health. *A metal septic tank will pass inspectiam if it is structurally sound,not leaking and if a Certificate of Compliance indicating that the tank.is less than 2.0 years old is available. ND explain: Observation of sewage backup or break out or high static water level in`the distribution.box: due to broken or obstructed pipe(s)or due to a broken',settled or uneven distribution box. System will pass inspection if(with.: approval of Board of Health): broken pipe(s)are replaced obstruction is removed distribution box is.leveled or replaced ND explain: The system required.pumping more than'4 times a year due to broken or obstructed pipe(s).The system will. pass inspection if(with approval of the Board of Health):. broken pipe(s)are replaced obstruction is removed ND explain: 2 Page 3 of l l ` OFFICIAL INSPECTION FORM NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A CERTIFICATION (contihu_d) Property Aoddress: l y Owner: / Date of Insp ction: C. Further Evaluation is Required by the Board of Health: Conditions exist which require further evaluation by the Board of Health in order to determine if the system is failing to protect public health, safety or the environment. 1. System will pass unless Board of Health determines in accordance with 310.CMR 15.303(1)(b) that the system,is not functioning in a manner which will protect public health,safety and the environment: Cesspool or privy is within 50 feet of a surface water Cesspool or privy is within 50 feet of a bordering vegetated wetland or a salt marsh 2. System will fail unless the Board of Health (and Public Water Supplier, if any)determines that the system is functioning in a.manner that protects the public health,safety and environment: _ 'The system has a septic tank and soil absorption system(SAS) and the SAS is within 100 feet of a surface water supply or tributary to a surface water supply. _ The system has a septic tank and SAS and the SAS is within =Zone 1 of a public water supply. The system has a septic tank and SAS and the SAS is within 50 feet of a private water supply well. _ The system.has a septic tank and SAS and the SAS is less than 100,feet but 50 feet or more from a private water supply well". Method used to determine distance "This system passes if the well water analysis,performed at a DEP certified laboratory, for coliform bacteria and volatile organic compounds indicates that the well is free from pollution from that facility and the presence of ammonia nitrogen and nitrate nitrogen is equal to er less than 5 ppm,provided that no other failure criteria are triggered. A-copy of the analysis must be attached to this form. 3. Other: 3 F . , Page 4 of 1 l OFFICIAL.INSPECTION FORM—NOT FOR.VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A CERTIFICATION(continued) Property.Address: Al Owner.: (/1�11 Y),/ 1' )111,2.,A0�y Date of Inspec ion: d 2L,p �9,dc)cxs 67 D. System Failure Criteria applicable to all systems: You must indicate"yes"or"no"to'each of the following for all inspections: Yes N Backup of sewage into facility or system component due to overloaded or clogged SAS.or cesspool Discharge or ponding of effluent to the surface of the ground or surface waters due to an overloaded or clogged SAS or cesspool V Static liquid level in the distribution.box above.outlet invert due to an overloaded.or clogged SAS or cesspool Liquid depth in cesspool is less than 6"below invert or available volume is less than ''/Z day flow Required pumping more than 4 times in the last year �� q P P � y NOT due to cloed or obstructed pipe(s).Number of times pumped _ Any portion of the SAS, cesspool or privy is below high groundwater elevation. Any portion of cesspool or privy is within 100 feet of a surface water supply or tributary to a surface / water supply. Any portion of a cesspool or-Drivy is within a Zone 1 of a public well. Any portion of a cesspool or-Drivy is within 50 feet of a private water supply well. Any portion of a cesspool or privy is less than 1.00 feet but greater than.50 feet from a private water supply well-with no accep..al;le water quality analysis. (This system passes if the well water analysis, performed at a.DEP certi-iied laboratory, for coliform bacteria and volatile organ ic.compounds indicates that the well is free from pollution,from that facility and the presence of ammonia nitrogen and nitrate nitnt-gen.is equal to or less than 5 ppm, provided that no other failure criteria. are triggered.A copy of tae analysis must be attached.to this form.) i1C_1J(Yes/No)The system fails. 'I have determined that one or more of the above failure criteria exist as described in 310 CMR 15.303,therefore the system fails. The system owner should contact.the Board of Health to determine what will be necessary to correct the failure. E. Large Systems: To be considered a large system the system•must serve a facility with a design flow of 10,000:gpd to.15,000 gpd• - You must indicate either"yes"or"no"to each of the following: (The following criteria apply to large systems in addition to the criteria above) yes no the.system is within 400 feet of a surface drinking water supply the system is within 200 feet.of a tributary to a surface drinking water supply _ the system is located in a nitrogen sensitive area(Interim Wellhead Protection Area.—IWPA)or a mapped Zone II of a public water supply well If you have answered"yes"to any question in Section E the system is considered a significant threat,or answered "yes" in Section D above the large system has failed.The owner or operator of any large system considered a significant threat.under Section E or failed under Section D shall upgrade the system.in accordance.with 310 CMR 15.304.The system owner should contact the appropriate regional office of the Department. 4 i Page 5 of 11 OFFICIAL INSPECTION FORM—NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL..SYSTEM INSPECTIW FORM PART B ; CHECKLIST Property Address: Owner: `4 Date of Insp ction. Check if the following have been done. You must indicate"yes" or."no" to each of the.following: Yes /No Pumping.information.was provided by the owner,occupant, or-Board of Health Were,any of the system components pumped out in the previous two weeks ? Has the system received normal flows in the previous two weep period? _ Have large.volumes of water been introduced to the system recently or as part of this inspection? Were as built-plans of the system obtained and examined?(If they were not available.note as N/A) Was the facility.or dwelling inspected for signs of sewage backup? Was the site inspected for signs of breakout? _ Were all system components,excluding the SAS, located on sire Were the septic tank manholes uncovered, opened, and the interior of the tank inspected for the condition of the baffles or tees,material of construction, dimensions, depth of liquic. depth of sludge and depth of scum? t_ Was.the facility owner(and occupants if different from owner_ provided with information on the proper maintenance of subsurface sewage disposal systems? The size and location of the Soil Absorption System (SAS)on.he site has been determined based on: Yes no Existing information. For example, a plan.at the Board of Heath. _ Determined in the field(if any of the failure criteria related to Fart'C is at issue approximation of distance is unacceptable) [310 CMR 15.302(3)(b)] 5 Page 6 of 11 OFFICIAL INSPECTION-FORM-NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE=DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION Property Address: / 4 Owner: Date of Insp etion: 6— '1 FLOW CONDITIONS RESIDENTIAL �'LV Number of bedrooms(design): .. Number of bedrooms(actual): DESIGN flow based on 310.CMR 15.203 (for example: 11:0 gpd x#of bedrooms): Number of current residents: Does residence_have.a garbage grinder;yes or no):_ Is laundry on a separate sewage system (yes or no):_ .[if yes separate inspection required] Laundry system inspected(yes or no):_ Seasonal use: (yes or no):_ Water meter readings, if available(last 2 years usage(gpd)): Sump pump(yes,or no):— Last date of occupancy: COMMERCIAL/IND TRIAL, Type of establishment: / f Design flow(based on 310 C R.]5.=03): gpd Basis of design flow(§eats/persons/sqft;etc,): Grease trap present(yes or notl, Industrial waste holding tank present(yes or no): Non-sanitary waste discharged to the Title 5 system(yes or no): Water meter readings, if available:Last date of occupancy/use:6z" Wx4,,,zd Zt4LL /wJ OTHER(describe): GENERAL INFORMATION Pumping Records Source of information: (/IL/ Was system pumped as part of the in::oecWn:(yes or no):,, If yes, volume pumped: gallons --How was quantity pumped determined? _ Reason Tor.pumping: OF SYSTEM Septic tank, distribution box,soil absorption system _Single cesspool _Overflow cesspool _Privy —Shared system(yes*or no)(if yes, attach previous inspection records, if any) Innovative/Alternative technolob;,.Attach a copy of the current operation and maintenance contract(to be obtained froth system owner) _Tight tank _Attach a copyof the DEP.approval _Other'(describe): Approxi ate age of all components,cite installed(if known)and source of information: Were sewage odors detected when arr:v_ng.at the site(yes or no)� Page 7 of I I OFFICIAL INSPECTION FORM—NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION (continued) Property Address: GZ t Owner:0 ` QAy � Date of Inspection: s BUILDING SEWER(locate on site pI an)A(/ Depth below grade: Materials of construction:_cast iron 40 PVC_other(explain):- Distance from private water supply well or suction line: Comments(on,condition of joints,venting, evidence of leakage,etc.): SEPTIC TANK: (locate on site plan) Depth below Grade: Material of construction: oncrete_metal_fiberglass_polyethtlene —other(explain) If tank is metal list age:_ Is age confirmed by a Certificate of CompliEnce(yes or no): _(attach a copy of certificate) Dimensions:ZQ,C z X& .k5 Sludge depth: Distance from top of sludge to bottom of outlet tee or baffle: Scum thickness: Distance from top of scum to top of outlet tee or baffle: 7i''�d �r J Distance from bottom of scum to bottom of outlet tee or baffle! 1 e10 How were dimensions determined: , Comments(on pumping recommen ations, nlet and outlet tee or affle condition, structural integrity, liquid levels s related to outlet invut, evidence of leakage etc.): ,/ _ GREASE TRAPU(locate'on site plan) Depth below grade:_ Material of construction:_concrete_metal_fiberglass_polyeth lene_other (explain): Dimensions: Scum thickness: Distance from top of scum to top of outlet tee or baffle: Distance from bottom of scum to bottom of outlet tee or baffle: Date of last pumping: 'Comments(on pumping recommendations, inlet and outlet tee or baffle cR ndition, structural integrity, liquid levels as related to outlet invert,evidence of leakage, etc.): ' 7 Page 8 of 1 I OFFICIAL INSPECTION FORM-.NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM.INFORMATION(continued) Property Address: Owner Q Date of+Ihsection: Q -- TIGHT or HOLDING TANK, 1(_ank must be pumped at time of inspection)(locate on site plan) Depth below grade: Material of construction: concrete metal fiberglass_polyethylene other(explain): Dimensions: Capacity: gailor_s Design Flow: gallons.'day Alarm present(yes or no): Alarm level: Alarm in working order(yes or no): Date of last pumping: Comments(condition of alarm and float switches,etc.): DISTRIBUTION BOX.:—L/—(if present must be opened)(locate on site plan) Depth of liquid level.above outlet inveA: Comments (note if box is level and dis=ribution.to outlets equal, any evidence of solids carryover,any evidence of eakage into or out of box tc.): z 6e PUMP CHAMBEIYy(locate on s to plan) Pumps in working order(yes or no):. Alarms in working order(yes or no):, Comments (note.condition of pump chamber,condition of pumps and appurtenances,etc.): 8 r Pace 9 of 1 1 OFFICIAL INSPECTION FORM—NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION(continued) Property Address: ' - OwnerMVA, ./ pay � �' Date of Ins ection: SOIL ABSORPTI N SYSTEM AS): 4,-((Ocate on site plan,excavation not required) If SAS not located explain why: Type leaching pits,number:_ le "ng chambers, number: eaching galleries, number:_ leaching'trenches,number, length: leaching fields,number,dimensions: overflow cesspool, number: innovative/alternative system Type/name of technology: Comments(note condition of soil, signs of hydraulic failure;level of ponding,damp soil;condition of vegetation, / 1; ; a'l ,d haw .CESSPOOLSXY must be.pumped as part of inspection)(lo,ate on site plan) Number and configuration: Depth—top of liquid to inlet invert: Depth of solids laver: Depth of scum layer: Dimensions of cesspool: Materials of construction: Indication of groundwater inflow(yes or no): Comments(note condition of soil, signs of hydraulic failure,level of ponding,condition of vegetation, etc.): I PRIVY(locate on site plan) Materials of construction: Dimensions: Depth of solids: Comments(note condition of soil, signs of hydraulic failure, level of por_ding, condition of vegetation, etc.): 9 t f s Page l0 of l l OFFICIAL INSPECTION FORM—NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION,FORM PART C SYSTEM INFORMATION(continued) Property Address: Owner: �J ©� � Date of Inspection: z e,19 /�CP006— SKETCH OF SEWAGE DISPOSAL.SYSTEM Provide a sketch of the sewage disposal system including ties to at least two permanent reference landmarks or benchmarks. Locate all wells within ICO feet. Locate where public water supply enters the.building. �Aw �'6, 3� ` l i 10 Page I l of I I OFFICIAL INSPECTION FORM-NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION(continued) .Property Address:�f &dte'�� o4 ,Q Owne Date o -Inspection: 19 ,. SITE EXAM .Slope Surface water Check cellar Shallow wells Estimated depth to ground water feet Please indicate(check)all methods used to determine the high ground wa_2r elevation: Obtained from system design plans on record-If checked, date of design plan reviewed: Observed site(abutting property/observation hole within 150 feet of SAS) Checked with local Board of Health-explain: Checked with local excavators, installers-(attach documentation) Accessed USGS database:-explain: You must describe how you established the high ground water elevation: r. ed I1 Permi=Number: Date: Completed by: HIGH GROUND-WATER LEVEL COMPUTATION j� j� ���. Site Location: Lot No.--^� /' Owner: Address: Contractor: n Address' Notes: STEP 1 Measure depth to water table tonearest 1/10 it. ............................................................................... .Date month./day/year � l , STEP 2 Using Water-Level Range Zone and Index Well Map locate site and determine: OAppropriate index we�l....:............................... f......_ �� OWater-level range zone ..................................................... STEP 3 Using monthly report "Current Water Resources Conditicns" determine current depth io water level for index well ........................... month/year STEP 4 Using Table of Water-level Adjustments for index well (STEP 2A), current depth to water level.for index well (STEP 3), and water-level zone (STEP 2B) �.3 determine water-level adjustment ....................................... .................................................. STEP S Estimate depth to high water , by subtracting the water- level adjustment (STEP Q from measured depth to water 7,71 I levelat site (STEP 1) ............................................................ ................................................ Figure 13.—Reproducible computation farm. 15 i z i i� f 1 4 1 {S{ �• , 6 S z I ., s \\J,, Date:a"j /9 9 TOXIC AND HAZARDOUS MATERIALS REGISTRATION FORM NAMEOFBUSINESS: o,.,, 'Og— PJni BUSINESS LOCATION: MAILING ADDRESS: ` 0.0 2,9 Mail To: TELEPHONE NUMBER. /- O O Board of Health Town of Barnstable CONTACT PERSON: P.O. Box 534 EMERGENCY CONTACT TELEPHONE MBER:�5—� '� �l l ��`y�Q Hyannis, MA 02601 TYPE OF BUSINESS: Does your firm store any of the toxic or hazardous materials listed below, either for sale or for you own use? YES NO _L/ _ ._This form must be returned to the Board of Health regardless of ayes or no answer. Use the enclosed envelope for your convenience. If you answered YES above, please indicate if the materials are stored at a site otherthan your mailing address:. ADDRESS: TELEPHONE: LIST OF7OXIC AND HAZARDOUS MATERIALS The Board of Health has determined that the following products exhibit toxic or hazardous character- istics and must be registered regardless of volume. Please estimate the quantity beside the product that you store. NOTE: LIST IN TOTAL LIQUID VOLUME OR POUNDS. Quantity Quantity ga.1 Antifreeze(for gasoline or coolant systems) Drain cleaners UU ANEW USED Cesspool cleaners Automatic transmission fluid Disinfectants Engine and radiator flushes Road Salt (Halite) `S Hydraulic fluid'(including brake fluid) _ �� Refrigerants =�9~1 ..�' 2�5� Motor oils oils Pesticides -- NEW USED (insecticides, herbicides, rodenticides) Gasoline, Jet Fuel Photochemicals (Fixers) Diesel fuel, kerosene, #2 heating oil NEW USED /ether petroleum products: grease;960 Photochemicals (Developer) lubricants, gear oil--/,,2®L�• NEW USED Degreasers for engines and metal Printing ink Degreasers for driveways & garages Wood preservatives (creosote) Battery acid (electrolyte) Swimming pool chlorine Rustproofers Lye or caustic soda Car wash detergents Jewelry cleaners Car waxes and polishes Leather dyes Asphalt & roofing tar Fertilizers Paints, varnishes, stains, dyes PCB's Lacquer thinners Other chlorinated hydrocarbons, NEW USED (inc. carbon tetrachloride) Paint & varnish removers, deglossers Any other products with "poison" labels Paint brush cleaners (including chloroform, formaldehyde, Floor& furniture strippers hydrochloric acid, other acids) Metal polishes Laundry soil & stain removers Other products not listed which you feel (including bleach) may be toxic or hazardous (please list): Spot removers & cleaning fluids (dry cleaners) ` � Q ��m O �,�a.Other cleaning solvents Bug and tar removers WHITE COPY-HEALTH DEPARTMENT/CANARY COPY-BUSINESS TOWN OF BARNSTABLE MPLIANCE: CLASS: 1.Marine,Gas Stations,Repair 2.Printers BOARD OF HEALTH satisfactory 3.Auto Body Shops r O unsatisfactory- 4.Manufacturers COMPANY (see"Orders") 5.Retail Stores 6.Fuel Suppliers ADDRESS �� ClaSS• 7.Miscellaneous QUANTITIES AND STORAGE (IN=indoors;OUT=outdoors) MAJOR MATERIALS IN OUT IN OUT IN OUT #&gallons Age Test Fuels: Gasoline,Jet Fuel (A) DiesLy Kerosene, #2 (B) 93' All Heavy Oils: ' waste motor oil (C) do Qv I✓ new motor oil(C) S transmission/hydraulic t"49 Synthetic Organics: degreasers pis- k.)-P i iscellanegus: X•4 V } it OY pi'Z Fi-e_6:4, — S"o.-a_ DISPOSAL/RECLAMATION REMARKS: 1. Sanitary Sewage 2.Water Supply �d d^4 own Sewer Public I Lu ' Von-site OPrivate 3. Indoor Floor Drains YES NO_C O Holding tank:MDC O Catch basin/Dry well O On-site system 4. Outdoor Surface drains:YES >( NO ORDERS: O Holding tank:MDC Q.. t:'2 ;Catch basin/Dry well O On-site system 5.Waste Transporter ZI 1 ' '. '^ YES NO 2. Perso Inspector Date I TOWN OF BARNSTABLE r.t PI.�ANCE: CLASS: 1.Marine,Gas Stations,Repair sfactory 2.Printers BOARD OF HEALTH3.Auto Body Shops 0 unsatisfactory- 4.Manufacturers 6 ��� (see"Orders") 5.Retail Stores COMPANY 4!91AZ 6.Fuel Suppliers ADDRESS Class: 7.Miscellaneous 0"O' ii-QUANTITIES AND STORAGE (IN=indoors;OUT=outdoors) MAJOR MATERIALS IN OUT IN OUT IN OUT #&gallons Age Test Fuels:y"/ Gasoline Jet Fuel (A) 7•S` 1 nl PC�p1 I��7•naaris��' Heavy Oils: waste motor oil(C) _. new motor oil (C) transmission/hydraulic Synthetic Organics: degreasers Miscellan us: A m � , A DISPOSAL/RECI AMATION REMARKS: ) 1. Sanitary Sewage 2.Water Supply O Town Sewer 40ublic On-site OPrivate 3. Indoor Floor Drains YES NO 0 Holding tank:MDC_ 0 Catch basin/Dry well 0 On-site system 4. Outdoor Surface drains:YES-NO ORD RS:0 Holding tank:MDC 'd 4&" Catch basin/Dry well 0 On-site system 5.Waste Transporter 0 2. .�s Person(s) Interviewed -Inspector Date r SITEC ENVIRONMENTAL Hazardous and Solid Waste Consultants SITEC ENVIRONMENTAL, Inc. 13 Welby Road 1 New Bedford, MA 02745 (508)998-2125 FAX(508)998-7554 November 15, 1995 QDRECE dE0 NO, 1 T 19.E - DEP/SEROBWSC Audit & Site Management Section 20 Riverside Drive Lakeville, MA 02347 Attn: Ms. Laura Stanley REFERENCE: DEP RTN 4-10059 RAO CLOSURE STATEMENT 44 BODICK ROAD -HYANNIS, MA Dear Ms. Stanley: By way of copy of this correspondence, and on behalf of the PRP (West Lynn Creamery) the public notice requirements of the MCP (relative to project closure via the RAO mechanism) are being addressed. Specifically, this correspondence provides notification of the public availability of the RAO Statement at DEP/Southeast regional Office upon request. This is consistent with the requirements contained in 310 CMR 40.403(3)(f)(1) and (2), and satisfies the requirements of DEP's September 27, 1995 Notice of Audit Findings. it If there are any questions, please contact SITEC ENVIRONMENTAL, Inc. at your convenience. Sincerely, FOR EC ENVIRONMENTAL, Inc. Theodore egae , , L. P. Director of Engineering ervi cc: Hyannis Fire Department Hyannis Board of Health ti Commonwealth of Massachusetts Executive Office of Environmental Affairs , Department of Environmental Protection Southeast Regional Office William F.Weld Gaiemor Trudy Coxe Secretary,EOEA David B.Struhs loner Commissioner September 27, 1995 Mr. Richard Colbert RE: BARNSTABLE--WSC/ASM-4-10059 Director of Safety Cape Cod Dairy, 44 Bodick Rd. West Lynn Creamery NOTICE OF AUDIT FINDINGS 626 Lynn Way M.G.L. c. 21E and MCP, Lynn, Massachusetts 01905 310 CMR 40. 0000 NOTICE OF AUDIT FINDINGS This is an important Notice. Promptly respond to any requests contained herein. Failure to respond to any such requests could result in serious legal consequences. Dear Mr. Colbert: The Department of Environmental Protection (the "Department") , Bureau of Waste Site Cleanup, . on August 9, 1995 issued a Notice of Audit/Request for Site Inspection/Request for Information informing you that the Department was conducting an audit of certain activities related to the above referenced disposal site pursuant to 310 CMR 40. 1100 of the revised Massachusetts Contingency Plan (the "MCP") , effective October 1, 1993 . The Audit was conducted by Laura Stanley of the Audit and Site Management Section. That Audit is now complete. The purpose of this Notice is to explain the results of the Audit. The audit included a review of the following: • Notification Requirements. • Immediate Response Action (IRA) . • Response Action Outcome (RAO) Statement. The audit consisted of the following activities: • A Notice of Audit/Request for Site Inspection/Request for Information dated August 9, 1995. • A site inspection on August 29, 1995 which included a visual observation of current site conditions and a discussion of issues relevant to the Audit with you and 20 Riverside Drive • Lakeville,Massachusetts 02347 • FAX(508)947-6557 • Telephone (508) 946-2700 r -2:— Mr. Kirk J. Franklin, President of Frank Corporation Environmental Services. • A review of the documents contained in the Department's files including the report titled "Immediate Response Action Corpletion Report For Release Incident on Bodick Road In The Parking Area `Of The Cape Cod Creamery" (the IRA Completion Report) dated December 15, 1994, prepared by SITEC Environmental, Incorporated (SITEC Environmental) and a Class A-2 RAO Statement prepared by Theodore J. Kaegael, Jr. , Licensed Site Professional (LSP) of Record for the site, License Number 1127. SITE SUMMARY On October 28, 1993 , approximately fifty (50) gallons of diesel fuel were released from a torn fuel line of a delivery truck owned by West Lynn Creamery. The release occurred upon entrance into the Cape Cod Dairy parking lot located at 44 Bodick Road in Hyannis, Massachusetts. Diesel fuel was removed from the surface of the parking lot via the use of speedi-dry and absorbent booms. Contaminated gravel existing along the edge of the parking lot and approximately twenty-one (21) tons of petroleum contaminated soil were removed from the property housing the Cape Cod Dairy. Spent speedi-dry and absorbent pads were disposed of at Northland Environmental, Incorporated via a hazardous waste manifest. In addition, petroleum contaminated soil was disposed of at Bardon Trimount Corporation located in Stoughton, Massachusetts via a Bill of Lading. On October 28, 1993, a total of two (2) confirmatory samples were collected from the excavations at the site and submitted to Inchcape Testing Services for the analysis of Total Petroleum Hydrocarbons (TPH) . A sample was also collected from the fuel tank of the delivery truck and submitted to Inchcape Testing Services for the analysis of TPH. A review of the data revealed that the chromatographs generated from the analysis of the two (2) confirmatory samples did not match the reference sample collected from the delivery truck fuel tank. SITEC Environmental therefore concluded that past releases associated with the trucking operations occurred at the Cape Cod Dairy, the release of diesel fuel from the West Lynn Creamery truck is minor compared to the historical trucking operations occurring at the Dairy and that no further action is required for this release. Note: This Summary is based on the information contained in the Department's files. -3- AUDIT FINDINGS On the. basis of the information reviewed during the course of the Audit and . in reliance upon the accuracy of that information, the Department identified the violations and the deficiencies listed below. I. Violations. The Department identified the six (6) violations listed below. Three (3) of these violations, numbers one (1) through three (3) require corrective action. A. Violations Requiring Corrective Action. 1. Violation: On January 31, 1995, the Department received an RAO Statement for the site. However, you failed to provide documentation which demonstrates whether or not the local authorities were notified that an RAO Statement was submitted to the Department for the site pursuant to 310 CMR 40. 1403 (3) (f) . Action(s) Required: Submit to the Department documentation that demonstrates notification to the town officials of an RAO Statement was provided pursuant to 310 CMR 40. 1403 (3) (f) . 2 . Violation: On January 31, 1995, the Department received a Bill of Lading consisting of BWSC Forms 012A, 012B and 012C for the site. A review of the Bill of Lading revealed that soil was removed from the site on December 7, 1993 . Therefore, you failed to submit a Bill of Lading to the Department within fourteen (14) days of the date of final shipment of soil from the disposal site pursuant to 310 CMR 40.0034. In addition, Section J of BWSC Form 012B titled "Log Sheet Volume Information" and Section M of BWSC Form 012C titled "Acknowledgement of Shipment and Receipt of Remediation Waste By Person Conducting Response Action Associated With the Bill of Lading" were not completed. Action(s) Required: Provide to the Department an adequately completed Bill of Lading pursuant to 310 CMR 40. 0034 (5) . 3 . Violation: According to the information contained in the IRA Completion Report, a total of two (2) confirmatory samples were collected from the excavations at the site and submitted to Inchcape Testing Services for the analysis of Total Petroleum Hydrocarbons. A sample was f -4- also collected from the fuel tank of the delivery truck for analysis. A review of the data revealed that the chromatographs for the confirmatory samples collected from the excavation do not match the chromatograph for the reference sample collected from the delivery truck. The Total Petroleum Hydrocarbons contained in each confirmatory sample were also not quantified. Quantified data must be used to characterize risk. The feasibility of reducing contamination to background was also not provided. Therefore, the assessment activities conducted at the site and the documentation submitted to the Department and associated therewith do not provide sufficient data to demonstrate that all the requirements of the applicable class of RAO pursuant to 310 CMR 40. 1000 have been met. On January 31, 1995, an RAO Statement was received by the Department for the site. According to the RAO Statement, the LSP of record for the site, Theodore J. Kaegael, Jr. , provided an opinion that a Class A-2 RAO has been achieved. However, a permanent solution must be achieved at the disposal site without the use of an Activity and Use Limitation and be supported by a . Risk Characterization conducted pursuant to 310 CMR 40. 0900. In addition, the feasibility of reducing contamination to background must also be addressed pursuant to 310 CMR 40. 1056 (1) . Action(s) Required: Collect additional soil samples from the former excavations at the site for quantitative analysis by a Massachusetts State Certified Laboratory. The number and depth of samples collected shall be representative of the contamination existing at the site. Refer to Department Policy #WSC-401-91 titled "Interim Site Investigation Protocol Document" for further guidance. Additionally, submit to the Department upon availability the analytical data associated with the collection and the analysis of the additional soil samples, a modified site plan which depicts the location of each sample collected, and documentation which addresses the feasibility of reducing contamination at the site to background. -5- B. violations Requiring No Further Action. 4. Violation: On October 28, 1993 , Robert Kearns, a representative of the Department verbally approved an IRA Plan to address the release of diesel fuel at the site. However, you failed to submit a written IRA Plan to the Department pursuant to 310 CMR 40. 0420 (5) . 5. Violation: On October 28, 1993 , Immediate Response Actions (an "IRA") consisting of the containment and removal of diesel fuel released to- the Cape Cod Dairy parking lot and the removal and disposal of petroleum contaminated gravel and soil were conducted at the site. A Response Action Outcome Statement and an IRA Completion Statement were submitted to the Department for the site on January 31, 1995. Pursuant to 310 CMR 40.0425, a written Status Report must be submitted to the Department for releases where an IRA Completion Statement or a Response Action Outcome Statement are not provided to the Department within 120 days of communicating to the Department your intention to conduct an IRA. However, you failed to submit written Status Reports to the Department pursuant to 310 CMR 40. 0425 (1) and 310 CMR 40. 0425 (2) . 6. Violation: On January 31, 1995, the Department received an IRA Completion Statement for the site. A review of the Completion Statement revealed that an IRA was initiated and completed at the site on October 28, 1993 . However, you failed to submit an IRA Completion Statement to the Department within sixty (60) days of completion of the IRA pursuant to 310 CMR 40. 0427 (2) . II. Deficiencies. The Department also identified the four (4) deficiencies listed below. One (1) of these deficiencies, number one (1) , requires corrective action. A. Deficiencies Requiring corrective Action. 1. Deficiency: A site map which depicts the location of the release, samples collected for field screening and laboratory analysis as well as pertinent site features (i.e. , buildings and sensitive receptors, etc. ) was not included in the IRA Completion Report. A site map was provided to Ms. Stanley prior to the completion of the T -6- August 29, 1995 site inspection. However, field screening data and a Chain of Custody generated during the implementation of the IRA were not provided. Action(s) Required: Provide to the Department the information specified above. B. Deficiencies Requiring No Further Action. 2. Deficiency: Discrepancies were identified in the following documentation submitted to the Department: a. Two (2) Release Notification Forms (RNFs) were submitted to the Department for the site. A review of the RNFs revealed that discrepancies exist between the two RNFs. For example, Section C and Section E of the RNF signed by you on November 11, 1993 and received by the Department on December 17, 1993 categorizes West Lynn Creamery as a transporter and the release as a 120 day notification. However, the RNF included in the IRA Completion Report categorizes West Lynn Creamery as a generator and the release as a 2 hour notification. In addition, Section D and Section F of the RNF received by the Department on December 17, 1993 titled "Additional Information Attached" and "Actions Taken Or/Proposed (IRA, URAM, RAM, Phase I Report, LRA) ", respectively state that the contractor name and address, and an IRA Completion Statement were attached to the RNF. However, this information was not attached to the RNF. b. Section D of the RAO Statement Form titled "Response Information" indicates that a RNF was not previously submitted to the Department for the site. However, a RNF signed by you on November 11, 1993 was received by the Department on December 17, 1993 . In addition, Section C titled "Relationship to Release or Threat of Release or Person Submitting RAO Statement" was- not fully completed. 3 . Deficiency: An entirely complete IRA Completion Statement was not submitted to the Department for the site. For example, Section F titled "Description of IRA" does not specify the -7- volume of soil recycled. However, . documentation generated by Bardon Trimount . dated December 2 , 1993 indicates the volume of soil recycled. 4. Deficiency: The IRA Completion Report submitted to the Department for the site does not contain the field screening data generated during the implementation of the IRA and is therefore administratively incomplete. RESPONSE REQUESTED The Department requests a written response be submitted within fourteen "(14) days of receipt of this Notice stating that you have either taken the actions necessary to correct violations numbered one (1) through three (3) and deficiency number one (1) specified herein or indicating the dates by which you anticipate completing the actions necessary to correct these violations and the deficiency. This response must include appropriate evidence and documentation of your actions as .specified for each violation and deficiency. DO NOT IGNORE THIS NOTICE. Failure to conduct the necessary response actions required to correct the violations and the deficiency identified and to provide documentation of such action to the Department may subject you to enforcement action by the Department. The Department may conduct a follow-up audit to determine whether the required actions have been taken and the three (3) violations and the one (1) deficiency corrected. If the Department finds that the violations and the deficiency have not been corrected, it may then issue a Notice of Non-Compliance (NON) , a Notice of Intent to Assess a Civil Administrative Penalty (PAN) , an administrative enforcement order, a Notice of Responsibility (NOR) , a Notice of Intent to take Response Action (NORA) , an - Administrative Consent Order, a Unilateral Order, or seek a Judicial Judgement as appropriate. Although the Department has not conveyed all .of the violations identified during the course of the audit in a Notice of Non-Compliance, the Department may use these violations to establish a pattern of non-compliance when pursuing future enforcement actions. You may also be subject to cost recovery under 310 CMR 40. 1200 for failure to perform response actions at the site. A copy of this Notice has been sent to Theodore J. Kaegael, Jr. , the LSP of record for this site. You may consult with an LSP when preparing a response to this Notice. Note, however, that you, not your LSP are obligated to respond to this Notice and remedy the violations and the deficiency. Note also that any submittals to the Department made in response to this Notice must include a -8- completed Certification of Submittal (enclosed) as specified in 310 CMR 40. 0009. ADDITIONAL COMMENTS The list below contains observations by the Department on the response actions that were audited. These observations do NOT constitute violations or deficiencies. 1. The hazardous waste manifest associated with the removal of the spent speedi-dry and the absorbent booms indicates that these cleanup materials were disposed of at Northland Environmental, Incorporated in December 1993 . However, the Northland Environmental, Incorporated Generator Land Disposal Restriction Notification Form and the Generator Waste Profile Form included in the IRA Completion Report and associated with the disposal of the cleanup materials was signed by you on January 26, 1995. The Department requests that your response to this Notice also include an explanation which addresses the vast time span between the disposal of the spent speedi-dry and absorbent booms and your signing of the Land Disposal Restriction Notification Form and the Waste Profile Form. LIMITATIONS These findings do not apply to response actions or other aspects of the site which were not reviewed in the Audit. These findings do not in any way constitute a release from liability under M.G.L. c.21E, the MCP, or any other law, regulation, or requirement. This Audit does not preclude future audits of past, current or future response actions or activities at the site. No portion of this Notice shall be construed to relieve any person from an obligation for Response Action Costs or damages - related to a site or -disposal site for which that person is liable under M.G.L. c.21E or from any obligation for any administrative, civil or criminal penalty, fine, settlement, or other damages. No portion of this Notice shall be construed to limit the Department's authority to take or arrange, or require any Responsible Party or Potentially Responsible Party to perform, any response action authorized by M.G.L. c.21E which the Department deems necessary to protect health, safety, public welfare or the environment. -9- If you have any questions regarding this Notice or any requirements contained herein, please contact Laura Stanley of this office at (508) 946-2880. Please reference the Department Case Number 4-10059 in any correspondence regarding this site. The Department appreciates your anticipated cooperation in this manner. Very truly your Joseph F. Kowal, Chief Audit & Site Management Section K/LAS/rr Enclosure: Certification of Submittal Form CERTIFIED MAIL #Z104 993 692 RETURN RECEIPT REQUESTED cc: Barnstable Board of Health Town Hall 367 Main Street Hyannis, MA 02601 ATTN: Susan G. Rask,- Chairperson Barnstable Board of Selectmen Town Hall 367 Main Street Hyannis, MA 02601 ATTN: Jacalyn A. Barton, Chairperson Cape Cod Dairy 44 Bodick Road Hyannis, MA 02601 ATTN: Paul Ritzman. SITEC Environmental, Incorporated 13 Welby Street New Bedford, MA 02745 ATTN: Theodore J. Kaegael, Jr. , LSP Frank Corporation Environmental Services 150 Herman Melville Boulevard New Bedford, MA 02740 ATTN: Kirk J. Franklin DEP - Boston - BWSC ATTN: Steve Winslow DEP - SERO ATTN: Andrea Papadopoulos, Deputy Regional Director -10- cc: DEP - SERO ATTN: Richard Packard, ER Data Entry CERTIFICATION OF SUBMITTAL (310 CMR 40.0009) This certification must be included with your response to the a Request for Information I certify under the penalties of law that I have personally examined and am familiar with the information contained in this submittal, including any and all documents accompanying this certification, and that, based on my inquiry of those individuals immediately responsible for obtaining the information, the material information contained herein is, to the best of my knowledge and belief, true, accurate and complete. I am aware that there are significant penalties, including, but not limited to, possible fines and imprisonment, for wilfully submitting false, inaccurate or incomplete information. Name (Print) : Position or title: Signature: Date: f i I c ' Nn Commonwealth of Massachusetts Executive Office of Environmental Affairs Department of Environmental Protection copr Southeast Regional Office William F.Weld Governor Trudy Coxe Secretary,EOEA David B. Struhs Commissioner August 9 , 1995 Mr. Richard Colbert RE: BARNSTABLE--WSC/ASM-4-10059 West Lynn Creamery Cape Cod Dairy 626 Lynn Way 44 Bodick Road Lynn, Massachusetts 01905 NOTICE OF AUDIT/REQUEST FOR SITE INSPECTION/REQUEST FOR INFORMATION, M.G.L. C. 21E and MCP, 310 CMR 40. 0000 NOTICE OF AUDIT This is an important Notice. Promptly respond to any requests contained herein.. Dear Mr. Colbert: Massachusetts General Law Chapter 21E requires the Department of Environmental Protection (the ."Department") , Bureau of Waste Site Cleanup, to audit response actions not approved by the Department at sites of releases of oil or hazardous material to ensure that these actions are being conducted according to M.G.L. c. 21E, the Massachusetts Contingency Plan (the "MCP") , and other relevant laws and regulations. The MCP at 310 CMR 40. 1100 establishes procedures for conducting such audits. The site referenced above has been selected by the Department for an audit. The audit will be conducted by Department staff in the Southeast Regional Office in Lakeville. The audit will initially focus on the Immediate Response Actions conducted at the site and the Response Action Outcome Statement submitted to the Department for the site on January 31, 1995. Additional response actions may also be examined as appropriate. This Notice describes the scope of the audit and the type of audit activities the Department initially intends to perform along with your responsibilities and relevant deadlines. A fact sheet and flow chart that describe the audit process are also included as part of this Notice. Note that, during an audit, response actions can proceed as planned unless you are otherwise notified by the Department. 20 Riverside Drive • Lakeville,Massachusetts 02347 9 FAX(508) 947-6557 a Telephone (508) 946-2700 f -2- Request for Site Inspection. Pursuant to M.G.L. c. 21E §§ 2 , 4 , and 8, 310 CMR 40. 0166, and 310 CMR 40. 1120 (1) employees, agents, and contractors of the Department may enter any site or vessel to investigate, sample, or inspect any documents, conditions, equipment, practice, or property as part of the audit. The Department requests an appointment to inspect the site on August 28 , 1995 at 10: 00 AM. The inspection will be conducted by Laura Stanley of the Department. The Department requests that either you or your delegate be present at the inspection. Please call Laura Stanley at (508) 946-2880 within seven (7) days of receipt of this Notice if you need to arrange an alternative inspection date or time. The purpose of the inspection will be to view current site conditions and to discuss issues relevant to the audit. Request for Information. Based on a preliminary review of the Department' s files, - a report titled "Immediate Response Action Completion Statement Report For Release Incident On Bodick Road In The Parking Area. of Cape Cod Creamery" (the "IRA Completion Statement Report") dated December 15, 1995 and prepared by SITEC, Incorporated was the only submittal made to the Department for the site. To facilitate the audit process, the Department requests that a site plan which indicates the depth and the location of each sample collected for field screening, and laboratory analysis be provided to the Department at the time of the site inspection. Any additional documentation, if applicable, associated with the response actions performed at the site and not included in the IRA Completion Report should also be provided to the Department at the time of the inspection. Documents submitted in response to this Notice must be accompanied by a Certification of Submittal Form, copy attached, pursuant to 31 CMR 40 . 0009 . At the completion of this phase of the audit the Department may: (1) issue a Notice of Audit Findings which may include a statement of violations or deficiencies and steps to correct those violations or deficiencies. (2) request a meeting with you, and if you choose, a representative, to discuss response actions and other supporting evidence to demonstrate compliance and then issue a Notice of Audit Findings. (3) conduct further site investigations and then issue a Notice of Audit Findings. (4) issue a Notice of Audit Findings that sets an Interim Deadline to correct violations or deficiencies or to prepare an Audit Follow-up Plan. -3- (5) initiate enforcement actions listed at 310 CMR 40. 1140 (2) if violations of M.G.L. c. 21E or the MCP have been identified. If you have any questions regarding this Notice or any of the requirements contained herein, or believe that you cannot comply with the requirements specified, please contact Laura Stanley at the letterhead address above or at (508) 946-2880. The Department appreciates your anticipated cooperation in this matter. Very trulyy�yo 9"'� tTurs, - y �. Joseph F. Kowal, Chief Audit & Site Management Section K/LAS/re Enclosures: Fact Sheet Flow Chart Certification of Submittal Form CERTIFIED MAIL #Z 001 196 078 RETURN RECEIPT REQUESTED cc: Barnstable Board of Health Town Hall 367 Main Street Hyannis, MA 02601 ATTN: Susan G., Rask, Chairperson Barnstable Board of Selectmen Town Hail 367 Main Street Hyannis, MA 02601 ATTN: Warren E. Hansen, Chairman Cape Cod Dairy 44 Bodick Road Hyannis, MA 02601 ATTN: Paul Ritzman SITEC, Inc. 13 Welby Road South Dartmouth, MA 02745 ATTN: Theodore J. Kaegael, Jr. , LSP DEP - Boston ATTN: Steve Winslow -4- cc: DEP - SERO Andrea Papadopoulos, Deputy Regional Director DEP - SERO Data Entry CERTIFICATION OF SUBMITTAL (310 CMR 40. 0009) This certification must be included with your response to the a Request for Information I certify under the penalties of law that I have personally examined and am familiar with the information contained in this submittal, including any and all documents accompanying this certification, and that, based on my inquiry of those individuals immediately responsible for obtaining the information, the material information contained herein is, to the best of my knowledge and belief, true, accurate and complete. I am aware that there are significant penalties, including, , but not limited to, possible fines and imprisonment, for wilfully submitting false, inaccurate or incomplete information. Name (Print) : Position or title: Signature: Date: SITEC ENVIRONMENTAL ' Hazardous and Solid Waste Consultants SITEC ENVIRONMENTAL, Inc. F� 13 Welby Road y� & New Bedford,MA 02745 1�9� (508)998-2125 FAX(508)998-7554 November 15, 1995 e DEP/SEROBWSC Audit& Site Management Section - 20 Riverside Drive Lakeville, MA 02347 Attn: Ms. Laura Stanley REFERENCE: DEP RTN 4-10059 RAO CLOSURE STATEMENT 44 BODICK ROAD -HYANNIS, MA Dear Ms. Stanley: By way of copy of this correspondence,and on behalf of the PRP (West Lynn Creamery) the public notice requirements of the MCP (relative to project closure via the RAO mechanism) are being addressed. Specifically, this correspondence provides notification of the public availability of the RAO Statement at DEP/Southeast regional Office upon request. This is consistent with the requirements contained in 310 CMR 40.403(3)(f)(1) and (2), and satisfies the requirements of DEP's September,27, 1995 Notice of Audit Findings. If there are any questions, please contact SITEC ENVIRONMENTAL, Inc. at your convenience. Sincerely, FOR C ENVIRONMENTAL, Inc. Theodore egae, , L. .P. Director of Engineering ervi cc: Hyannis Fire Department Hyannis Board of Health e ti I January 10, 1989 Mr. James vI n' t'�r &, Mr. Paul f i.t man Cape Dairy Products 41--1 Boc.:l:i.ck: F'oad \ Hyrannis, I''IA c} :?60,.1 De:•?ra.r•• Mr. Grace R:�,Mr. R.i.t mdn : H budding permit was issued on April 7, :198:1. for L..,ot:. 4 is, 44 t_;od.ir_k: Road , Hyannis owned by you and known ;:as Cape Dairy Products. This permit was issued for the Laul..l::?r?:::;e of constructing office and storage space On previous inspections by Donna h'Ii.or-<:and.i. , Health Inspector for.. he Town of Barnstable, it was noted that truck repairs were being performed inside the building wi.tLIr.:ut: an MDC: trap (Metropolitan District Commission , gasp_ ::and oi..l. csepar<at.or... tank ) . Hazardous materials were present on the ground inside as well as outside the building due to this veh,l.c._.Le maintenance, repair and ac-c:a.cae_n•l:.G.al spillage from !-hl,,., trucks. Accidental spills [a I}d discharges of petroleum products and other- tc.?mic and hazardous materials have thr"'eratenpia.cal the quality of such groundwater er supplies and related water resources on Cape Cod posing potential public health and safety hazards to t.h.}t7 affected community. Cape Dairy Products is such :a. site that is in the most critical of with regard to oI_tr public supply wells. Due to this condition y[:]l..l c3 r"'e.. hereby directed to have ....I"i MDC trap installed or to cease and desist :any washing , service, and repair of the Vehicles on site. 1'ou fa}t:ay re_'quecst ra hearing before the Board of Health if written petition requesting same is received within seven ( ) days of receipt of this notice. If you have .any •ft_ll'..thle?r questions pl.r.•:,ase.' fuel free to contact Donna Mi.orzandi or myself at 775--1.1.20, E ct:e:•iniiii.:i..r_:?n 183. Sinkerely yours, ThC':?ra}<ias A. rlcKet::ar, Director of Public Health ,� ::.3.. _. �-``]] *-" ,. y,,;rtetn�fiuwra..ar.�rr � P3•rwt a�+nd a�.,- ^+ i' � p,,,_ y;, t+•' .xh�ax�sre�4,e �.yy�",+" 5s4�7��� ,:�;,, s., sor s:`map antl:.lot-. 6'mb r {„ .• . �+o2i....e�� �, ' 'w W Sewagev Pe�rn number' 8% 1.649 „J, ^ rr r h�^ � Apt` . .. , ... M , SEPTIC SYST �1A �. L `^; - � > 'g,Howe cumber ;!l-:. .% . :.., 8� INSTALL.ED:tN ICON , :f• M�a,7. a zN u O r� A=, `t.io�T lo1V§° �? of 7� h" •C.- `yni Y�yd /i' F+ ,+n xs tv x "".s +t"rt' r wb pr.aXy�`pi t'S +. €`tr I � v"7q Vd•R�'�%'+ J1 B;U [LD '' �iP EC.T� - yx,s ti. .t- , r r C�j,:.,. y'4`�.r/ !'S N &,ytay�.ms ' y t j y >Art37 •W..h,F'Efi¢ .'4Fa > Y f _?` � APPLICATION FOR PERMIT Td Q t r Gg� r� TYPE ,OF; CONSTRUCTION. G ! /,rj0� y' td _ .- ,� x R6FBUILQINGS ` M ' "'* r��6 �a ,�2Y� .�"'b>f�"�'*� �''!'' s. t t, � � s',�. stl•Sr ,.,,.�'�r m ri,;t- `+,-a `4n x�5 � � a ;.n Y Th acco un c b f eex m M,ok oa efllowing € p Lo atio�n yR Q`�5�...."1 . Sk:!:L �C.... 1.... . .. � Proposed U'se � Q {¢ " ` Zonin ..: .. ..... ........ ......... ... ................. .... g D}stnct Fire c' Namerof Owner ,Sa,...IcJ.I./� y.P! �L�A!(1 4TS :... Address � ' � „ „Ql, fr ,GK J w' a,��x♦fi � •� Name -of Builde t, r �r ju.11. Address /klllr f Y F f a.. M _ �j I _ # YxI ft ( _ Y .f 6nk-Lt K ""'z n � s" Name of Architect (°'ft�`�.✓. ��- ��, Address' 1�C'h, lI✓ P1� *�� � x , J�Y pyy _11 r sx e� vxi' svdh '.. r [ / :Y ......... Number of „:Rooms: :.:. Fti 3 LTr fi }' Foundation 1",� �4�U/G�?;(��d� i FjS1er{0r��. � , .. ,. ........ .Roofing.= c�.............../........ L ` Floors .0vK1,IZ 1 f �i. .. .. .Interior .... .. ` Heating J. .. .... .. .Plumbing 4. Fire I ' ..''. p ace ........ ........Approximate CostQ ..... Definitive Plan A` roved b Plannin Board �.m. � �x�� ' pP Y 9 --- ------------------ 19" f taA t �.J fXy 4 reams T Diagram of Lot and Building with Dimensions Fee SUBJECT ,TO 'APPROVAL OF BOARD OF HEALTH fn� W $ .Tv}.` ,&,�,F�� O s,v 't � [< l - � ( �Tr x:if S 4.f„�'}��'.'. �c t,Y` fy,�"'•k4'�5�3+F 3a: - 1tY.Y �ww'*:dn/ `�,�,�J ' �sT�'tM r4 VT 17 ft z''", 3 �`+,•.`��Y'�[Jt n t4 i4' rd-.. r 4 i^'uY ''fj✓d �' q'}� } 1 RY �y y ;:f: "4'� S• '�. ni-. �k f Y P 51e Z y tF : A Wz$+•e .'j. v "ki hereby agree to conform to all the Rules and Regulations of thef ow of Barnsta egar {n above construction. Name ......... Fy ; , a � `✓ ... t..........................:t.U.Abl. ..?.«....... jcm ....:.......:.ter.,...................... .p.:yt.0 W .........', / :a :..:.!................... ..- 4v......... 03 CD 6i fit... ........ ...... .. .......... j Y { ' s (N- i` aR3b 111Af33d MAIL 6 5 . t- y,� _ 3 6 L. �.. Pa;a�dwo> a4or ,.•9 j -�f {' •................ �. rr C lam-. 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OWI, LANA` affifl 1. „�� s, �' r 4� ,° LOCATION:: �J/ystiv�v�11 �' r,70� `f} � .+ , c YL y" tit§-i�J+t�}�j dt` "j.�kt. .t1`31 _ t s �• -.t K t SCALE- �''/s�Q� t 9, .,Hr s ��.c; ycw#, % r< z,5` a -�1 �wx �� ri p r Lr G�l6J� r 3'YR L hi's� � q. # 't x F $ PLAN R11 lt� zIf t w A . •A'Y,,'S. .^ ray!}f C 3 /{ ✓ 4:, 6,(' _u'I 4 - � rY ! 5F ry 1 F`r„r t t fx e 'y .if J , �., T F 1' �f I .z- , �',1 q,r x t- 3'~a y -.a,�,c'- y 3r C� 3 t1U �, t>) s �D vs ice? tv Y m '9iY.t ..�"r y IV �,' l�' r � t i �'f. t :..n �.()c/ � 7 9 s K.. r a,Iryr�az�lrl' . .ate -t!.. . . y+> y C Y �" -(a f �. .�rTS;a h ss C px r cif. { :,`— µ* a '"'n�;,4�t-r a 1. r i � .: i S 1 T:. S ��x �t, A � , 'e�a' 1�1 "`A L C � 6 a a W �a Y 1 5if4r'�d r Y t m t Y a f_y t4? yM!^;,19 r � s {, '-t CERTIFY THAT THE;,` ��s`17i�• �Rk_{=,� . i J ,5 r. 4 4 Jn i i r11 r� t x+ `? N r $ 'j� 11 r SHOWN ON THI$ PLAN 1$LMU ONxTHE'pRpUN�4 ' ,�r° ,w*{ S ' , MP} r A$SHOWN H�R�O ''gyp�!Flpl`JT n01MFORyg ti tp'.° ��ti ,e,4 �+9i� A�Du KrT` i.' ,Q C �RE.ODUMMENT J ' tug 'OWN,0 , y > .T"Q i '� .. _ CT.S, iN� % KrlwMJr��7Y,64"r. u9,�y y"Sy'e,> y •N i`si 1 IS/�},�Q�l 'PET 4 n' F ,�_��_� �, 'I'lqY¢ ;ram .." c PATE t,P.r` '� l Sir h ,-.a­111111 ti _.,a r Sa ant I{ .}' x ..r t! a +� , t+; a `;r REQ*18TEIIED." �, ° �, . x t}:, r:, a ''1. LAN1p.8UR R� ti .. .. .. �•> � C rX, . _ 1 'f„',' rrr"` i 'tN,3•.i� a.v..,=6.n+�"A'!zd-,-;d a'Se` y�''e.,,,2 TOWN OF BARNSTABLE �f tH E TO OFFICE OF ! � s 9TABL BOARD OF HEALTH 1 BASa • MAM �0' 367 MAIN STREET 1639. HYANNIS, MASS. 02601 am January 10, 1989 Mr. James Grace & Mr. Paul Ritzman Cape Dairy Products 44 Bodick Road Hyannis, MA 02601 Dear Mr. Grace & Mr. Ritzman: A building permit was issued on April 7 , 1981 for Lot 4- B, zA n�uiok load, Hyannis owned by you and known as Cape Dairy Products . This permit was issued for the purpose of constructing an office and storage space only. Donna Miorandi , Health Inspector for the Town of Barnstable, observed truck repair activities during recent routine inspections performed inside the building. Hazardous materials , including oil, were present on the ground inside as well as outside the building due to vehicle maintenance, repair and accidental spillage from the trucks . Accidental spills and discharges of petroleum products and other toxic and hazardous materials have contaminated the groundwater quality and water resources on Cape Cod posing potential public health and safety hazards to the affected community. Cape Dairy Products is located in the most critical of areas with regard to our public supply wells . Due to this condition, you are hereby directed to cease and desist any washing, service, and repair of the vehicles on site upon receipt of this notice. You may request a hearing before the Board of Health if written petition requesting same is received within seven (7) days of receipt of this notice . If you have any further questions please feel free to contact Donna Miorandi or myself at 775-1120, Extension 183 . Sincerely yours , Thomas A. McKean ` Director of Public Health'- TOWN OF BARNSTABLE OF THE Tp OFFICE OF BAMSTAUt s BOARD OF HEALTH MAGM 9�O 367 MAIN STREET 9 '163 ` '0�r0 k• HYANNIS, MASS. 02601 January 10, 1989 Mr. James Grace & Mr. Paul Ritzman Cape Dairy Products 44 Bodick Road Hyannis , MA 02601 Dear Mr. Grace & Mr. Ritzman: A building permit was issued on April 7 , 1981 for Lot 4- B, 44 Bodick Road, Hyannis owned by you and known as Cape Dairy Products . This permit was issued for the purpose of constructing an office and storage space only. Donna Miorandi, Health Inspector for the Town of Barnstable, observed truck repair activities during recent routine inspections performed inside the building. Hazardous materials , including oil, were present on the ground inside as well as outside the building due to vehicle maintenance, repair and accidental spillage from -the trucks . Accidental spills and discharges of petroleum products and other toxic and hazardous materials have contaminated the groundwater quality and water resources on Cape Cod posing potential public, health and safety hazards to the affected community. Cape Dairy Products is located in the most critical of areas with regard to our public supply wells . Due to this condition, you are hereby directed to cease and desist any washing; service, and repair of the vehicles on site upon receipt of this notice. You may request a hearing before the Board of Health if written petition requesting same is received within seven (7 ) days of receipt of this notice . If you have Wny fui•Uher questions please feel free to contact Donna Miorandi or myself at 775-1120 , Extension 183 . Sincerely yours, Thomas A. McKean Director of Public Health'— Commonwealth of Massachusetts Executive Office of Environmental Affairs Department of s Environmental Protection ' Southeast Regional Office William F.Weld Govemor Trudy ,EOE o Secretary,EOEA David B. Struhs PY Comminkmr December 21, 1995 Mr. Richard Colbert RE: BARNSTABLE--WSC/ASM-4-10059 Director of Safety Cape Cod Dairy West Lynn Creamery 44 Bodick Road 626 Lynn Warr NOTICE OF AUDIT COMPLETION Lynn, Massachusetts 01905 M.G.L. c.21E and MCP, 310 CMR 40.0000 Dear Mr. Colbert: As you are aware, the Department of Environmental Protection (the "Department") , Bureau of Waste Site Cleanup, on August 9, 1995, conducted an audit pursuant to 3.10 CMR 40. 1100 of certain activities associated with a release of diesel .fuel from a damaged delivery truck fuel line -at the Cape Cod-Dairy located at 44 Bodick Road :in Hyannis, Massachusetts'. ' The delivery truck was owned by West -Lynn ;Creamery..,- The Department conveyed the results of the audit to you ("you" refers to West Lynn Creamery) in a letter titled "Notice of Audit. Findings" dated September 27, 1995. In addition, the Department requested that corrective actions be conducted to address three (3) of six (6) violations and one (1) of four (4) deficiencies in the Notice of Audit Findings. The Department also requested documentation which demonstrates that the actions necessary to correct each violation and deficiency have been completed. On December 11, 1995, the Department received a letter report . titled "DEP's 9/27/95 NOAF, WSC/ASM 4-10059) dated, November 15, 1995, prepared by SITEC, Incorporated. The Department conducted a completeness review of this report and determined that it addresses the violations numbered one (1) through three (3) and deficiency number one (1) in the Notice of Audit Findings. of specific note, the quantitative data requested has been provided. Please be advised that the Department now considers the audit, initiated for this site on August '9, 1995, to be complete. Completion of this audit does not preclude the Department from conducting future audits and/or enforcement actions to address past, current or future--response actions conducted at the site, including the -information Cbntained in the letter report _ dated November 15, 1995,- prepared by SITEC, Incorporated. Neither is. the Department precluded from initiating enforcement actions or conducting inspections at the site to confirm compliance with 20 Riverside Drive a Lakeville,Massachusetts 02347 a FAX(508)947-6557 9 Telephone (508) 946-2700 -2- applicable requirements of other laws or regulations enforced by the Department. Please be further advised that if documentation becomes available which indicates that a reportable condition exists at the site pursuant to 310 CMR 40.0300, beyond the scope of this release, the Department must be notified and additional response actions conducted at the site pursuant to 310 CMR 40. 0000. If you have any questions regarding this letter, please feel free to contact Laura Stanley of this office at (508) 946-2880. Please reference the Department Case Number WSC/ASM 4-10059 in any correspondence regarding this_ site. Sincerely, / - l - Joseph F. Kowal, Chief Audits & Site Management Section K/LAS/ka CERTIFIED MAIL # Z 169 751 014 RETURN RECEIPT REQUESTED cc: Barnstable Board of Health Town Hall 367 Main Street Hyannis, Massachusetts 02601 ATTN: Susan G. Rask, Chairperson Barnstable Board of Selectmen Town Hall 367 Main Street Hyannis, Massachusetts 02601 :ATTN: Jacalyn A. Barton, Chairperson Cape Cod Dairy 44 Bodick Road Hyannis, Massachusetts 02601 . ATTN: Paul Ritzman SITEC, Incorporated 13 Welby Street New Bedford, Massachusetts 02745 ATTN: Theodore J. Kaegael, Jr. , LSP Franklin Corporation Environmental Services 150 Herman Melville Boulevard New Bedford, Massachusetts 02740 ATTN: Kirk J. Franklin -3- DEP - Boston ATTN: Steve Winslow DEP - SERO ATTN: Regional Enforcement Office DEP - SERO - Data Entry 10ao am ,oc1� 3fdit-W Lllll�l � 7 �103D 'l33 / , � cal6a cow Iq coh% oe matIle i-800 yD YIO y3�s ✓lzti�stiPf /�/ s'aG— r`Sr= �rsy y 7. y v o t AT IQRf / O SEWA' G E PERMIT CIO.. l � C JY 0?;L VC-LLACE IgST LLER'S WAME b ADDRESS � z B U I L DE R OR OVU ER Y 4a�— P DATE PERMIT ISSUED DATE COIAPLIANCE ISSUED 3 yip L -'no7/9 3-�ia,a0 v I�t00 THE COMMONWEALTH OF MASSACHUSETTS` i BOAR® OF HEALTH 1..0. .-.N...........OF............ 1 ..� 1 --•---.....--••---•--• Appiiration flan Dhipvii al Workii Tvnii�urfivu ramlit ; V Application is hereby made for a Permit to Construct or Repair an Individual Sewa{gg7e Disposal System at: -` .. ..... ... . ...... Locat' Address. /1 or Lot No. 1 -...... ...........................•-•------•----------••-•--• ''irr caner _S%J... �.l�s {_ . dress r •-- - ------ -------- 1 Installer _Address d Type of Building Size 17,of..............`........_....S� feet Dwelling—No. of Bedrooms._...._ .........................Expansion Attic ( ) _ Garbage Grinder ( ) a C% :. pa Other—Type of Building ----------------_--....... No. of persons-_-__-_____-_-.-----.-__ Showers ( ) — Cafeteria a Other fixtures -------------------------------- - ,.. WDesign Flow............................................gallons per person per day. Total daily flow.............................." n........... gallons. Septic Tank—Liquid capacity/-�_gallons Length................ Width--..-______-___- Diameter--.--__-_._-_- Depth.............. Disposal Trench—No. ____1........_... Width...... Total Length-----2-0........ Total leaching area-------'+5.P....sq. ft. �: Seepage Pit No--------------------- Diameter-___--__-_-___---._. Depth below inlet..................... Total leaching area..................sq. ft. Z Other Distribution box ( ) Dosing tank ( ) ~' Percolation Test Results Performed b Ed----_----lIf,_ P--------------------------------------- Date....... ..5' ............. Test Pit No. 1________________minutes per inch Depth of Test Pit.................... Depth to ground water.........I------------ Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water--_--_---_-. -_----. R+' •-•••-•.......... ....•-•.....••••------•••••----•----•--•......••••••-•---••-----...............--------------•---••--•••--•••......----•--•--•--•-•-••.... ODescription of Soil--- ---------------------------------------------------------•------------- c�j ..........caolu --l -----------------------------------------------------•-------------------•----------•----•--•--------•---.....----------- W -------------------------- -----------------------------•--------....._..-------•-----•------------•---..........---------------------•--------•----------------•------------------------------......... UNature of Repairs or Alterations—Answer when applicable._--------------------------------------------•--------.•-_.-_-----......___._:':__..__.......... ...........................................1:.......................................................................................................................................................... Agreement: The undersigned agrees to install the aforedescribed Individual Sewagee-Disposal--System in accordance,with the provisions of 1 T ' ..,. 5 of the State Sanitary Code—The undersigned further agrees not to place the system in operation until a Certificate of Compliance has been ' s ed by the board of healt • Signed-- ---- ; ----------- ............................ .... / Date .Application Approved BY------- ... .. C ---------- Date Application Disapproved for the following reasons:............................................................... ------------------------------------------------•-----------------------....------------------------------••-•--••------••--••--------•......--------------- ••----••---••--•••......-•-•-•- Date y" PermitNo--------------------------------------------------------- Issued-.................--------------...-------------•------ Date N ................ THE COMMONWEALTH OF MASSACHUSETTS ' BOAR® O. A R DI.. F .P.H.E. ALr .........TO.W.. ... . ........OF........... . 4-....lv4 ....................... Appliration for Uhipoiial Workii Tonfarurtion "amit V Application is hereby made for a Permit to Construct or Repair an Individual Sewage Disposal System at: 44 ....... .. ...................................... Loca or Lot NTo ........... ......................................................................................... ....... ess ............................ ........................ ............................. .......... Installer Address Type of Building Size Lot............................Sq. feet U __45:!7 ........................ Dwelling—No. of Bedrooms Expansion Attic Garbage Grinder ( Other—Type of Building ............................ No. of persons---_----------------------- Showers Cafeteria ( Otherfixtures -------------------------------:......................I................................................................................................ Design Flow............................................gallons per person per day. Total daily flow............................................gallons. P4 Septic Tank Liquid capacitA-------gallons Length................ Width.____-_____-____ Diameter_-----__.____-_-- Depth_._.._..__.._... 00- Disposal Trench—No..__.?............ Width....Zf_........ Total Length....1-9........ Total leaching area--_.-J. ....sq. f t. Seepage Pit No..................... Diameter._______.__.-_---__. Depth.below inlet_...._........__.... Total leaching area..................sq. f t. Z Other Distribution box Dosing tank 0-4 co. Percolation Test Results Performed by...... -I-. - ------- ................................. Date_....3 ..... ......Test Pit No. I----------------minutes per inch Depth of Test Pit----------------_- Depth to ground water-------------7 ------------ Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water.................:...... .............................................................................................................................................................. 0 Description of Soil-. CW%fe -t "AW A 112d"..0AjP -. ....... .........­------------------------.112d ------ ... . ..4 ...................................................................... *1 c6#44-s......................... ......................................................................................................... --------------------------------------- ---- ------ I ....................................................................................................................................................................................................... U Nature of Repairs or Alterations—Answer when applicable............................................................................................... ....................................................................................................................................................................................................... Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of'TTLE 5 of the State Sanitary Code— The undersigned further agrees not to place the system in ,L'- operation until a Certificate of Compliance has bee is ed by the board of,hea Signed. ..... . .. .......... ......A ..... . ................................ Date Application Approved By........�., m_6wt........... . .. . . . .... ........................... .... ------ Date -Application Disapproved for the following reasons:............................................................................................................... ......................................................................................................................................................................... ............................... Date PermitNo......................................................... Issued...................................................... Date THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH Tovw.........0 F..7 ....ct�'............................. ................... ..... .... . ................ Tntifiratr of Toutpliatta THJ6 IS TO CfRTI Uv,. he Individual Sewage Disposal System constructed or Repaired .................................................................................................................................... b.Y.................... Installer at..... M�14 .................................. ............. ....................................................................... has been installed in accordance with the provisions of T The State Sanitary Code as described in the application for Disposal Works Construction Permit No.&?� -_----_----_- dated_._---------------------------------------•--. THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE SYSTEM WILL FONCTIOR SATISFACTORY. DATE.................................... ..................... Inspector.../ t e................................................................ THE COMMONWEALTH OF MASSACHUSETTS BOARCLOF HEALTH t1 ................ ...... ..OF....1. ......... ..... ........ 6.... N FEE.:3,0 ....................... Map or W(gonotrudion, Vamit Permissioilis hereby granted.....O�................................................... ............................................................................... uct4�� o;rtVpr an�Individual S D* Sal S stern . . .. Sewage ispo y to Consti atNo....4.0.J ........ ...j of ... ........747 4.... .... .. . ...... . ..................................................... Street as shown on the application for Disposal Works Construction__Z.umit\No---_--_---------- Dated--______--.-.--.-__--.--..._._..._........ ............................................................ P'Af Board of Health DATE---_-------------------_--- ................................................ BBS & WARREN. INC., PUBLISHERS s T. � w Q 3 T-#.¢/9 fal• �_— 33Z,Z-T- ex,snNG 5.5 v 1 ' � 1 n� �! 97'_� Zo7- 4 b3 mo' rev ( OF I PRO se,� /01 w,nVW7?- Smevic- o I I q a ' t 1 Z5 8• 7 Z/ �oD/G/G �oA•a �o 'I•�/or /Vo7Z7- 6Z&-,114T2o/vs .ag5ED N/GNtsr CERTIFIED PLOT PLAN. LOCATION . A 'r!,4ww15 SCALE ///_.G-.'. . . . . DATEA/.Wie .® a PLAN REFERENCE . 307?•va. Lc T St B f1 A:Z:14ti /=v 2 E ,. . I CERTIFY THAT THE . s SHOWN ON THIS PLAN AbBO THE'GROUND AS SHOWN HERE �T IT CONFORMS TO THE SETBACK RE OF THE TOWN OF LAyC. �A/ ��Zh.crs �✓G . . . . . . . . . . WHEN CONSTRUCTED. DATE . . . . . . . . . . . . PETITIONER: REGISTERED LAND SURVEYOR Z G,C' Z SNG-Z-�TS EL.... 9.io .. . . ^/aT TOP OF FOUNDATION .9•.,.y ,r� �Vio,.s .y,¢r�xiq-t 7v at ... �E+rsoV6D Feoar L�'�4WiwiG .�b20ti.D CONCRETE COVERS �'��`'" 4E.Ye�.b• a; CAST IRON 12"MAX. PIPE (OR ¢ 4"ORANGEBURG(OR EQUIV) " 12 MIN. EQUIV.)- MIN. PIPE-M IN. Z`l" + /i PITCH 1/4 PERYT. IDEACHIN FIELD STONE.REQUIRED) s P o �� PITCH I/4 PER.FT. INVERT WASHED STONE o EL G.63,_.. INVERT INVERT /Z" DI ST. 3/4 I I/2 SEPTIC TANK EL.SCS. BOX EL. INVERT GAL INVERT 'c' EL..SBZ••• �Soa INVERT INVERT EL. '.4�.... /o PROFILE OF GROUND WATER TABLE SEWAGE DISPOSAL SYSTEM TYPICAL CROSS SECTION SOIL LOG N- LEACHING FIELD DATE `n /'W TIME .//.'oa A?'7. . ISe� f � NO SCALE TEST HOLE I TEST HOLE 2 DESIGN DATA ' ' ELEV. . .�o o. . . . . . ELEV. .�:�`' _ Q' 7scac I/8"'- '� orricr SpAcc-= iz�o x�+ 12 MIN. r c i a P&M ivoe O'er 94 1�AG. WASHED Z4f" a NUMBER OF BEDROF.�..sE STONE Z, Hi+cr%, fGAc�p��� /80 40 TOTAL ESTIMATED FLOW . . . . . . . . . . . . GALLONS/DAY RFOR ED Z4 coa2sr� s�+.�p 3�` BOTTOM LEACHING AREA . ..324. . . .. SQ.FT./ FIELD. PLASTIC PIPS 4 //[ G K/OC 3z" L3/4-11/2' C°oMz-sG- GARBAGE DISPOSAL /VoNE,. ..(50% AREA INCREASE) WASHED STONE. Cv�ZSE TOTAL LEACHING AREA . . 3 . . . . ... SQ.FT. Z' 4' 4 ` 4 ` 2' Go'r .vrnr�>z EZ.o.00 yy4�,Q �L.o,00 PERCOLATION RATE 8 S PER. INCH 84" Sao 84" LEACHING AREA PER PERCOLATION RATE SO.FT. L2. a o0 s GROUND W4TER TABLE 961' 96" APPROVED . . . . . . . . . . . . . . BOARD OF HEALTH WATER ENCOUNTERED THOMAS E.KELLEY CO. 4 DATE . . . . • • . • ' ' ' . AGENT OR INSPECTOR 346NEERS—SURVEYORS ' . . . . ... . . . . . . . . ENGINEERS WITNESSED BY . LONG POND DRIVE DFMAS SOUTH YARMOUTH,MASS THOM BOARD OF HEALTH 4o7- B G "4 '3 oZ)/ AC 17,>.-D 0 rn� d 7 49,'7AS. .�`../L ZL��!/ P-- ENGINEER C�7� ��Yll?y /�/ZoDc.GTS t� I ; ib.t4M 4D. A, y�r L-,�WMLt3. G.• ,��y. �,�.S. - .pL"��S�.��. .�� y �'xF:,.• �'!t �' " , �s�'�aG�'`�� t., / PETITIONER f L O C AT ION S S E W A G E PERMIT NO. VILLAGE INSTP LLER'S NAME i ADDRESS BUILDER , OR OWNER DATE PERMIT ISSUED DAT E COMPLIANCE ISSUED I ------ - -- 3) g B i 0 3 � �44 sor's': ma and lot umb' `� Pgr .Iy .. ... •a?r • y j i :) � fitat S .Wggw, Perm number .8%..•lL�t�'=. � ° a : � ,.;r^,, ,•'��>.o ' �x �e . . ......,:I... .. ,.. ;- ..� £ram BEPXIC$YS��M r ` Cr Hou4e number. I' :. .....: .r. ..... Q .:. .. z ��VST ED II�`CO�VI >'. �, " b,t .k.K.s .:I WITN.sTITL 600 , 2 . • N O ow ui +►TioNS`t Y � .� ; Ii. g ���. �I�G :r I SPECT'0� . r y: "•. m. Q i APACA•ION ?FO R . i t Rr PERMIT Td .hl�,,,OL V7(y:s C�. 4.�» Cr ...:t.... ... Ir TYPE OF` CONSTRUOION ` ..� f7.1 4c1 . .a.. (9 ✓ Q�� M• ,�' F••• , ••, •,M,N„�i u,l.•q [�(�u„ E0/tPtS R"6FBUILQINGS ykk !'. �, . `Y1Kf�r:V`'' S ..,'eRti .y, •. T�.�'{'r 4fi'3E r;G�.. w �"' --•--•.- the un erslgne hereby apples for`a permit•accortling to the following;Info i Y Locatiorf ••• ..•.� 0.•Sl�.�r •• •�tC ••%!�. ,/ �L °a r ��� . f g vlt...l p Proposed Use 7 t 3j' ......................................... . .. ...... • • ,r_f+Li• Zoning District ................. q f' ........ ................................. • ... Fire District ........................... Name of Own2 �i,. c' ,//�/ y .(�„ •.Address „• r� Name of Builderu:11.� .�:7•:�::. 1.69:Q.� .. .. ..Addre Tl ` �,1� , ��„ .� � :�ls/l/ � t t: Name of"Architect {• ;�,, ..Address �/� IyU171ber Of .Rooms ...............................rr. ..... FOUntlatlOn .��, „ , '��. i•.d` '� E'r101 �r..t... ...................................•..... ... ....,.... ....Roofing v'„t�i L € �� Floors VAR .. .... ...Interior ` • , , .... ,. ► Heating P7-J .................... at s ` I ..... . .Plumbing €r . • r .. �r..2� mee FireplOde.- .................................. 4. ...�.... ................Approximate".Cost �.( ...�{ . .. . LEN a' K �" f A `r s } Definitive Plan Approved by Planning' Board __-___�_y_�______jq � . Area y �..J .. . Diagram of Lot and Building with Dimensions 4 fee SUBJECT:TO APPROVAL OF BOAR ' f4 ' t1`ry.$. =i>.v'�4'! D OF HEALTH I . 44 4 - .. (' - . .. _':2 6 .rf,v >I x :f� �jf''! _' rr I's 't q,,�.� 'h ,• a.yr Sri i R tL�v a t '�'' ,V rpS il`6 t6�+ � �atlfr��• .., ' Fri..•x �'Y1�� f' �' •` j vS. �yy� ry } •y y •J„t�p L 1'}M• '�}:.:� +�,r) �lt�Q�•�` t � 'RKi'v}r� -!��c�:,/ �,: � .. 1. '�4 fY117��{�'S,,�"•/7�cW�`r�� �S` �.q-J�p+�ryT'�4�q.T•: 4 , 4 6Y .i V '{.t•�r. .tf,iJ pp ' ':.K•p H Y t ,,� , x J" i., r7I Xs` 7 �,yf,��a R • "y.is-a.a x,_,� __i ty•F� A.'M °S s , / f p A i hereby agree to conform to all the Rules and' Regulations'of the,' ow of Ba�nsta eggr in 'Sbo e construction. d Namb � ......................... ; 1s _. ... •s Fa.:Y _ :\.!"- s Lam- :..2'.-.•• r. ..G t.C. 7 f .. ,:.:. ,__. ....�.. ,. .., .......,:,.. -,-. _ :.. .: _..-•.ti .. .. .t.. .. •Y4'.. .:a.Y -'G�-'sue '1 +:�-:r »r» .. z c F �x t �I :/ it cr S. •`r 1' Y. 4 • j :- .. ...:'..:- '. ... . ..'�:.. sir .C.'.-.4 ;,.:.' - 1S .t......s. ..................... .:.r. » »... 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THE PROPERTY LINE NMI1ATION SHOWN IS EASED ON (21Ii W AVALABLE RECORD Q r- / a EXISTING BUILDING #44 _ _-_____ ! i INFORMATION CONSISiNG OF PLANS AND DEEDS THE DOSING FEAXM SHOWN { O ( Z / A9 �; STORAGE CONTAINE / HEREON WERE OBTAINED FROM AN ON THE GROW FIELD SLIM PERFORMED BY o , f i w \ ' - 8 BOXIER NYE LNG ON MAY 26, 2015. 1�3 -_ _ _x1 a -Av- �V W ,��' I ' 11.1 1 c� 7.) CMXMTY PANEL MUM 250001 0567 J, EFFECTIVE OAiE 7-16-2014 / APPROXIMATE REST LOADING DOCK / o I THE FLOW #WAANCE RAT. MAP DEFINES THIS AREA AS ZONE X (LAP-SH4DED) � 1 WATER SERVICE , w =1Im { O so / ' ,'' it I I 1 3 8•) 'Z7 I w g-� I _j �! i N/F J.M. BURKE PROPERTIES LLC PER MISS GLS OLNER AS OF �/27/15 : w { 3 DEED BOOK 20643 PAGE 230 F. C: ' PARCEL 344-036 /P • SITE DOES NOT APPEAR 70 BE WITHIN AN AC.EC (AREA OF CRITICAL UNIROMEJIRAL CONCERN), I-- 0) •�C .� _ I �, d CATCH BASIN' O \ o I I I O RIM 18.50 I • SITE DOES NOT A "IR WiiFMAi AN AREA OF ES71W1ED HIBtUT OF RARE WIDLEE AS MAPPED ON :� CO) v 'v APPROXIMATE , / O x; / a MASS GIS OIJVER AS OBTAINED ON 05/27/15 "EST07ED HABITATS OF RARE MAW FOR USE W � 0 C 1 EXISTING SEPTIC - ', { / WITH THE MA KX4NDS PROTECTION ACT REGU ATiONS (310 CM 10). -, IdaC { b.23 0 ENO I �' I Dtqi� / I `` 3 / N/F R.F. do R.M. LLP { _ \ / O O o o/ TEMPORARY �; /~ �° � O SITE DOES NOT APPEAR 70 CONTAIN A CERTI IED VERNAL POOL AS MAPPED ON MASS GIS OLNER AS aw cc � D® BOOK 22464 PAGE 280 O o I TURN AROUND R 60.0 t / OBTAINED ON 05/27/15 PER NNESP CERT O VEINAL POOLS. PARCEL 344-080-002 O �'`� !jD I < / PLAN BOOK 285 PAGE 90 s nD H • SITE DOES NOT AIWAR TO BE WITHIN A PRIORITY HAWAT AS MAPPED ON MASS GIS LLIVER AS 3 `9 , 0p• I /OUMPSTER�` / `, I %,� / OBTAINED ON 05,ri7/15 PER NESP 'PRIORITY HAWATS OF RARE SPECIES' FOR SPECIES LINDER ?5� , O THE WISSADOSENS ENDANGERED SPEW ACT, REGULATIONS (321 CUR 10). Z { _ 70.64•I �- "/ 113.14' / 123. 3' ` - f L�.5 / o O SITE APPEARS TO BE WITHIN A STATE APPROVED ZONE I GROUND HATER RECHARGE PROTECTION 12 { O N 76'07 50 W 307.21 / s` / �+ •� AREA n~ 3 - 2� +•- - / ,� SiTE DOES NOT M��T'E4R TO BE WHIN A ZONE OF CONTRUITION 70 A SA.T1N7ER ESTUARY ta! EOP CATCH BASIN i c3 I: BENCHMARK RIM 18.60 , C / 1 (BARNSMBLE B.Ok REG. 3W-45)- = M SURVEY NAIL I r �H BASIN o pp i� RIM 20.00 / W w O G G O �y EL 19.32 NAVD88 ;' ;O { 9.) o g , I CONC. O THE CONTRACTOR'SMAJ. CONTACT DIG SAFE (AT 1-888-00,SAFE) AND URN CWMIES 70 LOCATE _ •- .,r,.% HYD COVERS/ j OH W-- OH::' OH - _ESA JJ THE LOCATION OF A L DOSING U11RIES, AT LEAST 72 HOURS PRIOR TO THE START OF u, w Z 'W O CONSTRUCIKJN 9ING UNDERGROUND I FRASTRUC71K MITES, CONUTS AND LINES ARE SHOWN O IN AN APPRO)MMTF WAY ONLY, MAY NOT BE LMMTED 70 THOSE SHOWN HEREIN AND HAVE BEEN a W c� W - -� �H '----- OH 1 ---- pH Vim._ pH W- OH W OH W-- OH W - OH W--- OH W--- OH W--- OH W- OH Wes--- $9 UP 9=4 �� UP11-25TRN BASED ON THE AVAILABLE UTN(1Y RECORDS NOTED HEREON THE CONTRACTOR AGREES TO - - - - - - - - - - _ - - - - - - - - - - BE FULLY ALE FOR ANT'AND ALL LrAMAGES WHICH MIGHT BE OCCASIONED BY THE CONHRACIOR'S FAI Ui E TO LOCATE SAD INFRASTRI=ff AND WI ITES EXACTLY. IF FELD CONDITIONS N/F J.M. BODICK ROAD LLC { DN HERS FROM PLAN INFORM ENGINEER INFORMATION, THE CONTRACTOR SHALL NOTIFY THE MMNEDATELY FOR p BOOKN/F CLANtE L TORRICE, TRUSTEE 56 DEED BOOK 20324 PAGE 192 POSSIBLE I AAh DEED PARCEL12343-018 474 PAGE1 REDEML PARCEL 343-019 { 4 z • SOURCE NF'ORiY.TION FROM PLANS HAS BEEN COMBINED ►NTH OBSERVED EVIDENCE OF UTIM TO SHEET TITLE DEVELOP A VFW OF THOSE L IMERGROLINID =ES. HOWEVER, LACKING EXCAVATION, 7HE DUCT i � tKN ( LOCATION OF MWERGR MD FEATURES CANNOT BE ACCURATELY, COMPLETELY MD RI ABLY DEPICTED. Limited Existing / WHERE ADDITIONAL OR MORE DETAIFD INFORMATION IS REWRED, THE aW iS ADVISED THAT N °`CA"An°" MAY BE AIECESSARY. Conditions Plan O N { • EXISTING SEPTIC SYSTEM OM07M OBTAINED FROM SEPTIC SYSTETI AS-BUILT CARD BY 1 / { BORHOLOiTi CONSTRUCTION ON FiLE AT BOA I) OF HEALTH. - ( SHEET NO • EXfS W TOWN WATER WINS AND SETLViCE SHOWN ON THIS PLAN COAPI.ED FROM WATER f { { { DEPARTMENT RECORDS AND WATER DEPARTMENT SKEtL,'N 3634. IE(; I no { c� ELECTRIC LINE SHOWN ON THIS PLAN WAS FiELD LOCATED MOTNG OVEIBEAD SERVICE FROM UMff POLE 1129/2 ON 05-26-15. DATE : JUNE 12, 2015 • GAS MANS AND SERVICES AS SIM FROM RECORD PLAN FROM NA10A GO 20 0 20 40 SCALE IN FEET SCALE : 1"= 20' DRAWN/DESIGN BY: DF CHECKED BY: UWE s 8 J O B N O: 2015-029 C A D D F I L E: 2015-029EC.dwg ZONING TABLE SEW MMUN CALCULOW SURFACE LNG ISTRICT S : B EWnNG SEPTIC DESIGN PER PROFILE OF SEWAGE DISPOSAL SYSTEM, BY (ems -_MWEA7MOff ?I- , B/`'1l/�TER NYE VARIES94 ZON D O THOMAS E KELLEY CO., DATED 4-7-81 AND allMED PLOT PLAN BY , ENGINEERING QQ OVERLAY DISTRICTS: WP THOMAS E KELLEY CO., DATED 4-2-81: GX ALLOWED USE: WHOLESALE ? DVARIES > ARTH > PROPOSED USE: WHOLESALE 4 WAREHOUSE UNITS,13 EMPLOYEES �PER UNIT: 94 GPD %• r Job ° « � BACICFxt _ a 1,250 SF OFFICE- SURVEYING TOTAL FLOOR AREA 1,768 SF 3 EMP x 4 UNITS - 12 EMPLOYEES x 15 GPD PERSON= 180 GPD 4° WAING TAPE ORDINARY BOOM (M.1.01.0) EXIST USE: WHOLESALE TOTAL Fl.OW=274 GPD N0 ° ° ' ` EXIST TOTAL BUILDING AREA = 6,822 SF 04 1_1� PROP TOTAL SITE BUILDING FOOTPRINT=7,590t SF NOTE: THE 274 GPD DESIGN FLOW EQUATES T0: unun ° .° a 't Registered Professional Engineers TOTAL PARCEL AREA: 65,804t S.F. 274 GPD / 15 GPD/PERSON = 18'27 OR 18 PERSONS' ' PER F t 4' ODR 4' y and Land Surveyors , �j '� y' : :EA:r *HAND TAMPED i 3 3 RE IRED ALLOWED PROVIDED EXISTIING SEPTIC PERMIT t t68: '� 4 '`° nrInAL BACKFILL 1 - �b 78 North Street 3rd Floor FRONTAGE: 20 FT 176 FT DEFINES 16' x 20' LEACHING FIELD WITH A TOTAL LEACHING AREA OF 320 SF a a • � `•F '" `,:# 'NAND TAMPED �� �a �-w; .. HAUNOM � Hyannis, Massachusetts 02601 (BOTTOM AREA: (16' x 20) = 320 SFI BUILDING SETBACKS B ZONE: THEREFORE SEPTIC PERMIT ISSUED FOR = 320 SF x 1.0 GPD/SF = 320 GPD BEDDING ... LOAM & SEW *COMPACTED FRONT SETBACK 20 FT 292 FT (THIS EQUATES TO 320 GPD /15 GPD/EMPLOYEE = 21.3 OR 21 PERSONS) SLOPES Phone - (508) 771-7502 OOMPACIM SUBGRADE/ MUST BE 1" D� GRADE Fax - (508) 771-7622 SIDE EAR SETBACK NA s" GRAVEL EiorstOrr A STABLE FOUNDATION. EASE- M1.03.0 TYPE PARKING SETBACK 10 FT 19.5 FT CURIM SEPTIC DESIGN FLAW: UNSUITABLE FOIINDAIMS MUST CRUSHED STONE - A OR B www.boxter-nye.comcoo MAX. BLDG. HEIGHT(STORIES): 2 STORIES OR 30 FT 1 STORIES /13.5 FT 1,250 SF OFFICE (3 OFFICE PERSONNEL) x 75 GPD/1,000 SF = 94 GPD K UNDERCLIT NO REPIAM 01H M2 .01.7 ac AZO1.4 95% MAXNLIM DRY 7 OW. CAPE DAMt'Y WAREHOUSE EAT', MAX SEAT, x 15 GPD/EMP 105 GPD A SUITABLE BEDDING MATERIAL DENSffY MAX. LOT COVERAGE (STRUCTURES): NA 3 PROPOSED SAYLE & HENRY EMPLOYEES x 15 GPD/EMP 45 GPD STAMP STAMP = • COMPACT TO 95z MODIFIED PROCTOR (MN.) N NS" LIFi'S (MAX) �- ,��.t�al=°Ass MAX. SITE COVERAGE (IMPERVIOUS AREA): 507G EXISTING 57%* TOTAL FLOW = 244 GPD < 320 GPD OK « COMPACT TO = MODIFIED wzWMR ((MIN.)) IN 6" LNFtS (MAX) c I �nH� S PROPOSED 57% ONLY IF UNDER PAVED, CONCRETE OR HARDSCAPED SURFACE NATURAL STATE 30� EXISTING 0%* 76 WD REMNNING CAPACITY SUPPORTS UP TO 5 ADDITIONAL EMPLOYEES (AREAS s<IBJECT TAD VElNAJL R ANO/OR PEDE5iR1AN TRAFrTc). / PROPOSED OX AL BACKFILL N GN:NERAL EMBANIOdE14 AREAS MUST BEW. PARKING REQUIREMENTS SEPTIC TAW REQUIRED. 320 x 20OX = 640 GALLONS COMPACTED TO 8sX MODIFIED PROCTOR (MIN.) N ,Y LIFIs (MAX) J,,�i► o E DY U) STORAGE ISTRIBUTiON• USE D(ISiW 15M GALLON TANK $FOR SANITARY SEwFR MANS, 6' BEDDING SHALL BE BACNO:IUED " a civic � �/ No. 43183 83 /b s /8"' l NON-AN(il1LAR STfJNE N LIEU OF GRAVEL Locus HAP Scale; ' ■ �° �� !S T F 1,768 SF x 1 PS/700 SF 2.53 3 SPACES 3 SPACES NITROGEN LOADING LIMITATION: 330 GPD/ACRE IN WP ZONE BORRon►. COMPACT Tn 93 MODIFIED PROCTOR. c R \�� HANDICAP PARKING (TOTAL/VAN) 1/1 SPACE 1/1 SPACE w�� �� a, � w-O'� s 0 DESIGN VEHICLE ASSHTO WB50 LOT AREA IS 1.51 ACRES: Fr UTM TFO CH N.T.S. GAVEL"AOCM FiOIAD N.T.S. * PRE-EXISTING NON-CONFORMING ALLOWABLE DISCHARGE=1.51 AC x 330 GPD/ACRE = 498 GPD pETAJL. MAR. CONSULTANT UP 0 CONSULTANT /F F R. Up Lp p00K ?4gp Cp 332 f OHS �Ec 344 pACF2 PREPARED FOR : \ ` 25 �~ D87 a4 fop -4t 8.5 � \ �f•�:<�t, Sayle & Henry, Inc. 0[j 44 Bodick Road END f°°T Fly`° & Hyannis, MA 02601 OFD 8CC K 81"�� ZtNOA, 344_..D80 J P,4RC, .0 16505 PAGE 757 O � � Up tp _CND 193 NOTES 1. ALL CONSTRUCTION SHALL BE PERFORMED IN ACCORDANCE WiTH MHDSS, TOWN ` Q \ ORDINANCES. REQUIREMENTS, MIO SPECIFICATIONS. O � a 2. DEMOUSH AND REMOVE EXISTING PAVING AS NOTED. AND DISPOSE OF IN A LEGAL UP PREPARE LEVEL. GRAVEL. BORROW MANNER � P \ \� PAD COMPACTED TO 95X 3. DIMENSIONS SHOWN ARE TO OUTSIDE FACE OF TRAILERS. ADD DR!►� & pq ?9271• ` '� ` \ e MAXIMUM DRY DENSITY. EOP TIE INTO EXISTING HOSE BIB AND R(IIyC, x{g q p t1p p PROVIDE BACKFLOW PREVENTER �--� ` PER PLUMBING CODE PROPOSED WHOLESALE \. z 6 STORAGE FACILITY (1,535 SF), / G A WTE% Q o FLOOR ELEV-23.3t r X201. DISTURBED 'AREAS SHALL BE TREATED WITH WATER DURING EXCAVATION. OR j 1 x APPROVED ALMA MATIVE. TO CONTROL THE DUST. o - AREA _ �� } I 2. THE SITE SUBCONTRACTOR SHALL PROVIDE ALL EXCAVATION BACKFILL AND t \ �� `'' 65, FOR COMPACTION NECESSARY C S RSTRUC7U ACHIEVE AND ALL UTILITIES.GRADES SHOWN ON THE PUNS AND 3. EXIMNG PAVING EDIGES SHALL BE SAW CUT TO REMOVE EXISIIN ASPHALT UNDER ` ` -, CREATE ff IS TO BE TIED INTO LAVING, OR WHERE ASPHA T I WHERE A CLEAN EDGE REMOVED ADJACENT TO / \ W •�.. " PROPOSED TRADER LOCATION (TYP) w / ASPHALT WHICH IS TO N. 0� PROPOSED 1 DIA. HOSE, } I c i � O irj `�� 2 / /; 1 "'`^•= W 1 BURIED 6 INCHES (TO BE 1 / 4. ALL GRADING WORK SFW.I_ BE DONE IN A WORKMANLIKE MANNER ACCOMPLISHED O) -�.,��` '' DRAINED SEASONALLY) PROPOSED D - I ,?'- SHED STONE SURFACE © l 'n ^ / q / �- ``' .w �- ""•- �. /� LIGHT (TYP) 9 1 f /2 �" INSIDE RETAINING WALL CREATE POSITIVE DRAINAGE MIO ELIMINATE ANY PUDDLING OR PENDING. THE I [ FOR DRAINAGE � SFWl NOTIFY THE ENGINEER WITH ANY GRADE ISSUES OR QUESTIONS w \- = 1 PRIOR TO PERFORMING THE FINISH GRADING WORK. �_, / a / -•.,, �� � ` /10'x10' AWNIN "' �:... . . 5. SIDE SLOPES OF TRENCH E XCAVAT1ONS DEEPER THAN 4 FEET SHOULD BE z i / / / "`'•► 18.4 - t FLATTENED (AS REQUIRED BY SITE CONDITIONS) TO AT LEAST 1 HA V OR SUPPORTED O Q / "''' � W �' CATCH REPOSED LANDING 9. RETAINING WALL MATH GUARDRA WITH TRENCH BOX OR SIMILAR DEVICE. ALL WORK SHALL BE PERFORMED SAFELY AND V RIM BAST / �% 1120.8 FOR FALL PROTECTION. PER IN ACCORDANCE WiTH OSHA AND MOSHA REQUIREMENTS. CONTRACTOR SHALL OBTAIN C � '-�.. 18.42 N f WITH STEPS TO GRADE 19.6 ' TRENCH PERMIT AS REQUIRED. 1" q �/ "-- App T // t 9.3 "``*t 8. �"" -•..� / AND HANDRAILS (TYP BUILDING CODE. 6. LIFTER REMOVAL OF TOPSOIL MIDI w MATE` �' Ek,S NGCk7MA E / _ - r /' (DESIGN BY OTHERS) INADEQUATE MATERIALS. GENERAL FILL SUBGRADE � � �`" / TOW ELEV=19.6 SERVICE BUILDING #44 �````_� Wt 8 / BOW ELEV-15.6 SHOULD BE PROOF-ROLLED WITH A LOADED 10-WHEEL TANDEM-AXLE DUMP TRUCK. J 0 ' Z -- / r' "° •..., �� 19. THE PROOF-ROLLING SHOULD BE PERFORMED AS DIRECTED BY A GEOTECHNICAL J / -- �° 3 PROPOSED U11UTY POLE �N�• NO FiLL SHOULD BE PLACED UNTiL THE SUBGRADE IS APPROVED BY A 0 CC C � GEOTECHNICAI. ENGINEER. BORROW MATERIALS FOR FILL OPERATIONS FOR GENERAL = 'Y EQN RCCM 3 GRAVEL SURFACE W x. 1% p SITE GRADING SHOULD MEET AASHTO DESIGNATION A-2-4 (CLASS III) OR MORE I- V t/j 46 pARC-LK3 24E 'tip. %Lp ( / / / x t 9 P/RKING SPACES t 2p, OPOSED SPOT GRADE (TYP)* GRANULAR MID BE APPROVED BY A GE07ECHNICAL ENGINEER. ALL FILLS SHOULD BE v Z7 '� \ as W 0 CONSTRUCTED IN 8 LOOSE LIFTS AND COMPACTED AS FOLLOWS, UNLESS OTHERWISE w ID m C / (/ ) NOTED IN PROJECT SPECIFICATIONS: � 44_08 p`o 228G b. " / Z *NOTE: MINOR AMOUNTS OF - FILLS SUPPORTING FOUNDAliONS AND FLOOR SLABS, 95X OF ASTM 0-1557 O 0 0 CS �/ / / / O GRAVEL FILL ARE PROPOSED TO 23 /DSK / LIMIT OF WORK / 20' ALLOW AREA AROUND TRAILERS (AASHTO T-180) - w �pp4/ FNDp`o,7 / - TOP 24 INCHES OF ROADWAY SUBGRADE AND SUBBASE. 95% OF ASTM D 1557 CL / / TO DRAIN TO EXISTING LOW POINT o I / EkISTING Scp` r � r C�Q/Nc QC �g 19.6 O` / CATCH BASIN. (AASHTO T-180) x/ / N - RETAINING WALLS AND FILLS WITHIN ROADWAY (BELOW TOP 24 INCHES OF j TIC/ CK \ ;o / FLED HOSE FOR FLOOR RINSING SUBGRADE AND SUBBASE), 92% OF ASTM D-1557 (AASHTO T-180) _� 4 - FILLS IN GREEN SPACE, 9OX OF ASTM D-1557 (AASHTO T-180) �Nts �� / �� // ```^'```_�_ 3 s 1 �� x 8 / - FILLS UNDER AND AROUND STRUCTURES, Z O 4, �/ _ _ 15 7 PROPOSED LOADING RES, MANHOLES. TANKS, VAULTS, ETC. AND • O' , 0p DOCK TRAILER AT GRADE PIPE EMBEDMENT (BEDDING, HAUNCHING AND INITIAL BACK FILL). 95X OF ASTM �n O y o \ �' r J w ` D-1557 (AASHTO T-180) z �� / PROPOSED UTILITY POLE unLrrY NOTES a `v o f �` a •4?• co i. CAUTION* THE CONTRACTOR SHALL CONTACT DIG SAFE (AT 1-888-DIG-SAFE) ~ U G X 70.64�/ / ' AND UTILITY COMPANIES TO LOCATE ALL EXISTING UTILITIES. AT LEAST 72 HOURS to CD7 a PRIOR TO THE START OF CONSTRUCTION. THE CONTRACTOR SHALL DETERMINE THE w �- 119.6 8.9 `� / (1) 2 x10 JERSEY BARRIER EXACT LOCATION. BOTH HORIZONTALLY AND VERTICALLY. OF ALL E XISTiNG UTILITIES P UMpSrER 7z/RN�RgRY X t 9 CA T � /� x BEFORE THE START OF ANY WORK. THE LOCATION OF EXISTING UNDERGROUND Q SYSTEMS, INFRASTRUCTURE:, UTILITIES CONDUITS AND LINES ARE SHOWN IN AN x ONvu_�.� O•.�'� �x20.4 J \ PLAN B�OUND R' RIM 18.o / J ! APPROXIMATE WAY ONLY. MAY NOT BE UMI7ED TO THOSE SHOWN HERON AND HAVE ,�, w N \` OK 285 A ce-' I / / STARS TO GRADE THE ENGINEER OR ITS � P 90 8.�> \ •� NOT BEEN INDEPENDENTLY VERIFIED BY THE OWNER. � t- /^ \/ REPRESENTATIVE. THE CONTRACTOR AGREES TO BE FULLY RESPONSIBLE FOR ANY a AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY THE CONTRACTOR'S FAILURE TO � LOCATE SAID SYSTEMS. INFRASTRUCTURE AND UTILITIES EXACTLY. IF ELEVATION INFORMATION DIFFERS FROM PLAN INFORMATION. THE CONTRACTOR SHALL NOTIFY � m 76•47,,5 1 / �D� M Qrf THE ENGINEER IMMEDIATELY FOR POSSIBLE REDESIGN. AT UTILITY CROSSINGS. VERIFY 0 W / \ x 19,4 C S� RkE p IN REL D THE LOCATION AND INVERTS OF WATER. ELECTRIC, GAS. TELEPHONE do p g.20p' -- _ �- 30j 21' / ,\ lG WITH PROPOSED INVERTS PER THE X 2 0. pAc 34 R pA ES.��C ENGINDATAEERS DIRECTION. THE CONTRACTOR COMM AND RELOCATE IF N SHALL PRESERVE ALL UNDERGROUND © z Q�1h• 4~036 230 SYSTEMS. INFRASTRUCTURE AND UTILITIES AS REQUIRED. SHEET TITLE , ELECTRIC TELEPHONE t 12 PROPOSED OVERHEAD 2. ALL WATERLINE MATERIALS AND WORKMANSHIP TO CONFORM TO THE RULES,E AND REGULATIONS AND SPECIFICATIONS OF THE HYANNIS WATER SUPPLY DIVISION AS Layout and Dimension CB/19RKN FND DEED s0pk 1 pRR1C 0� W 3 ` / COMMUNICATION SERVICES AMENDED TO PRESENT. DIVISION HAS AUTHORITY TO AMEND PLANS. IF ANY t O MH , CONFLICTS VNTH THE CONTRACT DOCUMENT OCCUR THE HIGHER STANDARD SHALL p'�n o/ PARceL'24j4 pay TR�rTFfi '```�-__�� ON W _ / 8 SOP �.Rwi ARK 3. ALL UTILITY CUTS THROUGH EXISTING CONCRETE OR BITUMINOUS CONCRETE PAVED 0/_1w ` Atip SURFACES SHALL BE SAW CUT. BACK Flt1JNG OF TRENCH SHALL INCLUDE 12" IN SHEET NO w C DEPTH FLOWABLE FILL TO THE BASE COURSE OF THE SURFACE TREATMENT. THE Off�l y `` �- A TCH B �� ,�� x 2 i.5 ! SURFACE TREATMENT SHALL THEN BE REPLACED IN KIND. Oy Gl �� / RiM 18 BASIN / f1/ / 4• / l / SITE CONTRACTOR TO OWN ALL EXCAVATION, TRENCHING. & BACK FILLING FOR C2no d�jIh� '` ALL UTILITIES AND MISCELLANEOUS WORK INCIDENTAL TO THE SCOPE OF THE C PPROJECT LANS BY D CONTRACT DOCUMENTS. CONTRACTOR SHALL REFER TO STRUCTURAL DATE : JUNE 5, 2015 OHl�._ `- WG HyD O� j J RM�20 BASIN OTHERS FOR ADDITIONAL INFORMATION AS APPLICABLE. 20 0 20 40 QH CON-6 / DD / 5. ELECTRIC, DATA/COM IS SHOWN SCHEMATICALLY HEREON. ALL LABOR, WORK, O ERS_ EQUIPMENT AND MATERIALS FOR INSTALLATION OF THESE UTILITIES SHALL B_ OWNED DE D 8'C6K CD/ClC R �1 `` �r'1�� - ,-- 0`r t I -`� G}� ~^N~ AND PERFORMED BY THE CONTRACTOR. UTILITIES SHALL BE INSTALLED WITH A SCALE IN FEET / MINIMUM COVER OF 3 FEET U.O.N. OR OTHERWISE DIRECTED BY THE CONTROLLING SCALE : 1"=20' \ pAR�E�0324 q l�C _ !;�' 7 UTILITY COMPANY. CONTRACTOR SHALL COORDINATE ALL FINAL LAYOUTS AND I 307g ` 792 z' T lv DETAILS WITH APPLICABLE UTILITY COMPANY. DRAWN/DESIGN B Y: JKL CHECKED B Y: MINE 7 J JOB NO: 2015-M C A D D FILE: 2015-029 DM.dwg BAXTER NYE ENGINEERING & '" SURVEYING Registered Professional Engineers and Land Surveyors r ; 78 North Street — 3rd Floor ; Hyannis, Massachusetts 02601 Phone — (508) 771-7502 Fax (508) 771-7622 www.boxter—nye.com STAMP STAMP AO AF ASs9C' tc�� MATTHEW yG�, W. I o EDDY -+ CIVIL No.43183 G1 TF-.?- S 0 CONSULTANT CONSULTANT 47.25' 40.00' 8'Wx40'L SHIPPING CONTAINER PREPARED FOR : o / Sayle & Henry, inc. p RESERVOIR 44 Bodick Road 00 � 4,x4,� 4 LANDINQ,> STEPS WITH RAILING TO GRADE Hyannis, MA 02601 LANDING FUTURE EN PUMPS .TRAILER DOUBLE SWING DOORS (TYP) STORAGE AREA LO (FUTURE LOBSTER TANK AREA) o6 (3) 8.5'W x 48'L TRAILERS DESK PUMPS O 6'x12' TANK L p Ui U7 N 00 10' ----� Z 4'x4 i LANDIN LO o i 6'x12' TANK 6'x10' TANK 6'x10' TANK 6'x12' TANK LAN ( -O LANDING I W � O L- ----- --� ;� ,U) W O O C co � fit' a. U) d' _ CANOPY STEPS WITH RAILING TO GRADE z 0 W ~ a U Q' V W c TRAILER PLAN W Q W N W Q co 0 W � � m 4 z Z SHEET TITLE NOTE: THIS TRAILER PLAN DOES NOT INCLUDE Trailer Plan OR IMPLY ANY BUILDING CODE ANALYSIS. SHEET NO Alno DATE : JUNE 5, 2015 5 0 5 10 SCALE IN FEET SCALE : 1"= 5' DRAWN/DESIGN BY: JKL CHECKED BY: MWE JOB NO: 2015-M CADD FILE: 2015-029 . BAXTER NYE ENGINEERING & SURVEYING Registered Professional Engineers and Land Surveyors f 78 North Street — 3rd Floor ENNO TRAILER ROOF ELEV=32.8 Hyannis, Massachusetts 02601 r7 TRAILER ROOF ELEV=32.8 Phone — (508) 771-7502 7. Fax — 08 771-7622 r www.boxter—nye.com ' (FU RE) 8.5'x48' TRAILER STAMP STAMP 1 TRAILER LANDING _ va�Y �� MATTHEW �G DD ELEV=23.3 ELEV=23. — _- —.. — — — - — — ' LANDING /a EW. RS TRAILER FLOOR ELEV=23.3 ELEV=23.3 ,,l civic TH TO GRADESTAIRS WITH �p 4318�3�0 TAIRS Wr � I /sTE EXISTING GRADE=19.3t RAILING PROPOTO 2840E ( DES19.3 BOAT JACK FOR 1 I RAILING s �oNA �G 0 0 TO GRADE _LEVELING (TYP) EXISTING GRADE=19.3 I _ To TRUCK SHIPPING AERRETAINING SUPPORT FLOOR E V157 --I- Wes- 1 1 LEG (TYP) � I I RETAINING WALL CONSULTANT CRUSHED STONE E SHIPPING CONTAINER FLOOR ELEV-157 FOR DRAINAGE _._ --- ...__ __.. ..._ __.._ - - -- _. __. _. - - __ - - - - - __ _ - - - - - - - _._.. - - ___. - - - - - - - I NORTH ELEVATION CJ�� CONSULTANT EAST ELEVATION s PREPARED FOR : Sayle & Henry, inc. 44 Bodick Road Hyannis, MA 02601 TRAILER ROOF ELEV-32.8 TRAILER ROOF ELEV=32.8 V 8.5'x48' TRAILER C (FUTURE) w 0 TRAILER LANDING ELEV=23.3 _ .__ __ .._ ___ _... __ --- ._._. ___ - - _ TRAILER FLOOR ELEV--23.3 _ - - -- --- - - - - - - - Y C� ELEV=23.3 - C_��.y - — �' otS p Co STAIRS WITH 1` \T✓ W Q = RAILING 11 / ( 1 i / ( 1 l� m —BOAT JACK FOR TO GRADE �1 / / 1 LEVELING (TYP) _ — I EXISTING GRADE=19.3t -` i �__,i _ � aid' _ EXISTING GRADE=18.2 I I I I RETAINING I WALL i ISHPPPING ONTAINERI --------------------SHIPPING CONTAINER FLOOR ELEV=15.7 ---___---_----------- i V=15.7 I ------------- o 12 W H a SOUTH ELEVATION WEST ELEVATION o co � o J W to w Q } :E I m 4 O Z SHEET TITLE Trailer Elevations a SHEET NO f A22m_0 DATE : JUNE 5, 2015 a 5 0 5 10 SCALE IN FEET SCALE : 1"= 5' DRAWN/DESIGN BY: JKL CHECKED BY: YWE JOB NO: 2015-M C A D D FILE: 2015-029A1. Y Y ZONING TABLE AXTER NYE B TREATMENT (VARIES - SEE PLAN) , ZONING DISTRICT(S): B 06 WG SEPTIC DESIGN PER PROFU OF SENIAGE DISPOSAL SYSTEM, 8Y . VARIES THOMAS E KELLEY CO., DATED 4-7-81 AND CERTM PLOT PLAN 8Y W OVERLAY DISTRICTS: VIP ENGINEERING & TtIOAMS E KELLEY CO., DATED 4-2-81: � •:� g . `�t 0 o�nt _ ALLOWED USE: WHOLESALE VARIES SURVEYING PROPOSED USE: WHOLESALE 4� LN�Ni5,1 EMPLOYEES IW�IXMI/UY PER UNIT: � � � �• f •8°0 0 �uu. e�►ac�u - 1QSd1�,.°P�_8�� � TOTAL FLOOR AREA = 1,768 SF 3 EMP x 4 UNITS = 12 EMPLOYEES x 15 GPD PERSON= 180 GPD �3 WA.�GT� s ORDINARY 8M10W(WI.ot.o) r+s EXIST USE: WHOLESALE / EXIST TOTAL BUILDING AREA = 6,822 SF TOTAL FLOW--274 GPO UILF e�F ' � u,,,,,Y � Registered Professional Engineers - PROP TOTAL SITE BUILDING FOOTPRINT=7,590t SF NOTE THE 274 GPD DESIGN FLOW EQUATES T0: 5 z o -0, o - TOTAL PARCEL AREA: 65.804t S.F. o •: y ,.. 3 1 4' 3 and Land Surveyors 274 GPD / 15 GPD/PERSON = 18.27 OR 18 PERSONS. t 4 PER ,�___PM FWr 7- yor Q �K 8�.tea tINrD TiNIPm 1 p S' ra 't �s :Q--• INITIAL BACIOIL1 RE NtED ALLOWED PROVIDED , - j-,- 78 North Street - 3rd Floor s - Hyannis, Massachusetts 02601 k=4 71 FRONTAGE: 20 FT 176 FT DEFIES 16' x 20' If.ACWNG FIELD WITH A TOTAL LEACHING AREA OF 320 SF � �< •-��' `tlAao TAMPED, MUNCHING (BOTTOM AREA: (16' x 20)•_= 320 SF) BUILDING SETBACKS B ZONE: q`- 'COMPACTED X�` FRONT SETBACK 20 FT 292 FT THEREFORE SEPTIC PE Wr ISSUED FOR = 320 SF x 1.0 GPD/SF = 320 GPD BEDW40 LOAM Phone - (508) 771-7502 SIDE EAR SETBACK NA ( EQUATES TO 320 GPO /15 GPD/EMPLOYEE = 21.3 OR 21 PERSONS) a COMPACTED, /MUST t- 6" GRAVE. BORROW Fax - (508) 771-7622 DENSE GRADE PARKING SETBACK 10 FT 19.5 FT A STABLE FOUNDATION A- M1 Q3.0 TYfT g1RROVi SEPTIC DESIGN FLOWCRUSHED UNSUITABLE FOUNDATIONS MUST STONE - A OR B COMPACT TO .g,_ www.baxter-nye.com MAX. BLDG. HEIGHT(STORIES): 2 STORIES OR 30 FT 1 STORIES /13.5 FT 1,250 SF OFFICE (3 OFFICE PERSONNEL) x 75 GPD/1,000 SF = 94 GPD BE T AM RAM IM MZOI.7 a AIOIA DRY � DENSrFY MAX. LOT COVERAGE (STRUCTURES): NA 7 EXIST. CAPE DAIRY WAREHOUSE EMP. MAX SNIT, x 15 GPO/EMP =105 GPD A SUITABLE BEDDING MATERW_ 3 PROPOSED STYLE & HENRY EMPLOYEES x 15 GPO/EMP = 45 GPD STAMP STAMP • COMPACT TO 95%MODFFD PROCTOR (MAIL) IN r UnS (MAX) c FMySs9c MAX. SITE COVERAGE (IMPERVIOUS AREA): 50% � EXISTING 57%* TOTAL FLOW = 244 GPO < 320 GPD OK COMPACT Tn 95Ei MODFrED PRocTnR ((MIN) IN a uFrs (MAX) PROPOSED 57% ONLY IF UNDER PAVED. CONCRETE OR HACAPED.SUAAFACE ti EXISTING 0%* 76 GM REMAINING CAPACITY SUPPORTS UP TO 5 ADDITIONAL EMPLOYEES NATURAL STATE 30% W. PROPOSED 0% p FINAL BAacFai IN GENERAL ErBAMWENIT AREAS MUST BE E DY rI p (AREAS SUBJECT TO YEtK:ULAR AND/OR BAN TRAFfIC� �o MATTHEW G SEPTIC TANK REQUIRED: 320 x 200% = 640 GALLONS COMPACTED TO 85X MODFIED PROCTOR (WL) w IY UFTS (MAX) ` CIVIL PARKING RE IREMENTS USE EXIS LNG 15W GALLON TANK No.43183 STORAGE/�ISTRIBU110N: »�F'arr SANITARY s� MArls, r BmDrlc SHALL:BE BACIo-11IFn . . q � MTF1 3/13"-3/4' NON--ANOUTAR 57a0t IN lEU OF`GRALEi " �/,� D 1.768 SF x 1 PS/700 SF=2.53 3 SPACES 3 SPACES NITROGEN LOADING LIMITATION: 330 GPD/ACRE N WP ZONE BORRow. ooMPACT TID 95%MODELED PROCTOR. LOCUS MAP Seal „i I iow HANDICAP PARKING (TOTAL/VAN) 1/1 SPACE 1/1 SPACE � (PER TOWN OF BARNSTABLE ORDINANCES, MAaU11lN►1 ALl.OWABI-E 10 AL WASTEWATER DISCHARGE, SECTION 232-5) DESIGN VEHICLE ASSHTO WB50 LOT AREA IS 1.51 ACRES; C- 11TLM N.T.S G- � ROAD N.T.S. aNstRIICT Trio ACCESS caeRs To GwIDE * PRE-EXISTING NON-CONFORMING S.LOK48LE 01SCHAW==1.51 AC x 330 GPD/ACRE = 498 GPD rN/I�a1s AIO w S COI COTTERS �!E"1'.AI!_. C 'Ie►Ii.o F.G a.= t9.5.1� F 6 FL=ta5 a9 a CON U l T A --- UP okip nET SHALL BE t INK FOR B."aD�1fANCY a N111ER11GHT-1 .. .-� F NEM CONSULTANT r t7 t. R11AT ALNU RD4T ALLAY LEM9. N/p EEC R, KET / 7577' �� Up L �24 '�.�v�, � ntiMIT � �-G" 3'-d' ALA1i1 sleNAl slwi �'4 U4w To NICK BE �J \\ �, / �� •;2,25, r!i „�., '�44_rid 284 � LE1E. VAIER ALLAY ATM.BEWK PREPARED FOR : CwwAC1 R TO j FOP` C,�/ FROMlWEESSARY PE1t Sayle & Henry, Inc. Ir CIWM STONE BASE 44 Bodick Road D�ED� � � Hyannis, MA 02 1 TIGHT TANK DETAIL 60 I r 1,000 GALLONS-HIOLOADOVG N.T.S. / NOTES I. ALL SHALL BE PERFORMED IN ACCORDANCE WITH MHDSS. TOWN U P �f0 � \ PREPARE LEVEL GRAVEL BORROW ORDINANCES. REQUIREMENTS. AND SPECIFICATIONS. A PAD COMPACTED TO 95% C -�c 8 DRIVE 8c �27 ' y MAXIMUM DRY DENSITY. PARKrN f ,: t,, ?; �' 2. DEMOLISH AIW7 REMOVE EXISTING PAVING AS NOTED, AND IOISPOSE OF IN A LEGAL COP G ,, LIP I-P MANNER T 1ck ` PROPOSED WHOLESALE P $ t > 3. DIMENSIONS 5HOWN ARE TO OUTSIDE FACE OF TRAILERS. STORAGE FACILITY (1,535 S� f m `�� - " CaE IVO p 1. DISTURBED R;> A s_SHALL EL OC AIED WITHIN W�IAI �a ULki LNG EXCAVATION. CIf -__ .L _.m ! _ �� r � � ,� y APPROVED ALTL:,N��TIVE, T�0 GON1ROl. THE DUST. _ EAztz! 8 S. 2. THE SITE SWAOMTRACTIOR SHALL PRO%AD : Gila. EXCAVATION. BA(Knj AND F j t ��1' / // � � �,�\ -•� --�.. / l / / ! COMPACTION NE�ES$ARY TO ACHIEVE THE FINISH GRADES SHOWN ON THE PLANS AND / / �, FOR INSTALLATW N OF STRUCTURES. AND ALL UTILITIES. 111 REMOVE EXISTING ASPHALT UNDER �,.. ,, PROPOSED TRAILER LOCATION (TYP) j , ti J2 3. EXISTING PAVING EDGES SHALL BE SAW CUT TO CREATE A CLEAN EDGE WHERE IT \ � _ u _ EXISTING 3/4" DIAL HOSE, � j / x-,��� . � r•� 2 r / 1 `e BURIED 1$ INCHES (TO BE r ' z l IASPHALTTBE WHI D INTO NEW IS TO PAVING. OR WHERE ASPHALT IS REMOVED ADJACENT TO / DRAINED SEASONALLY) PROPOSED D 9- / /l✓: I z SHED STONE SURFACE £ h , ~ ( ) / r INSIDE RETAINING WALL Ace, �r / ` `` LIGHT TYP r 1 FOR DRAINAGE 4• �- GRADING' WORK SHALL � DONE IN A WORKMANLIKE MANNER ACCOMPLISHED j CREATE POSITIVE DIRAKAGE AND EUMItATE ANY PUDDLING OR PONDING. THE ' CONTRACTOR SH4 LL NOTIFY THE ENGINEER WITH ANY GRADE ISSUES OR QUESTIONS 0 _ 10'x10' AWNIN i PRIOR TO PERFDRMING THE FINISH GRADING WORK. 5. SIDE SLOPES, OF TRENCH EXCAVATIONS DEEPER TWIN 4 FEET SHOULD BE • CA TCy gq S/ TPROPOSED LANDING `9 / 1 RETAINING WALL WITH GUARDRA FLATTENED (AS tEQINRED BY SITE CONDITIONS) TO AT LEAST 1 H:1 V OR SUPPORTED V 18 42 N / ' WITH STEPS TO GRADE r FOR FALL PROTECTION. PER WITLI TRENCH BOX OR SIMILAR DEVICE ALL WORK SHIN L BE PERFORMED SAFELY AND / n ApPRQX1 APP /i ,y � �18.8 ,� AND HANDRAILS (TYP BtlN_OING CODE. IN ACCORDANCE WITH OSHA AND MOSHA REQUIREMENTS. CONTRACTOR SI TALL OBTAIN T3 / VIA TER Mq rE r EX�S a A RXI�j r r r `- (DESIGN BY OTHERS TRENCH PERMIT;AS REQUIRED. --ER t jc- r!"`° E(/1 /� Ns" LINE AND HOSE BIB 2N4 BOLLARDS r TOW ELEV=19.6 W �+ 0 / COiys #44 TO BE RELOC34T1 AT E 19 1 p, �( BOW ELEV=15.6 6. AFTER REMOVAL OF TOPSOIL AND INADEQUATE MATERIALS, GENERAL FILL SUBGRADE F- � O LEAST 10 AWAY FROM �° • SHOULD BE PROOF-ROLLED WITH A LOADED 10-WHEEL TANDEM-AXLE DUMP TRUCK. - N � � ��^ � / r , `" � , � � j MHO PROPOSED UTILITY POLE '� hEsf TIGHT TANK / ' ( PROPOSED SPOT GRADE TYP THE PROOF-ROLU14G SHOULD BE PERFORMED AS DRECTED BY A GEOTECHNICAL ~ _ •5C Ec) R,F / r ,1 / �C M � ( )` ENGINEER. NO FALL. SHOULD BE PLACED UNTIL. THE SUBGRADE IS APPROVED BY A F- V (3) GRAVEL SURFACE i .y> r O 4' U)' EEC K 2 & � I ` SCH 40 PVC PEE AT S=1.Ox GEOTEgiNICAL ENGINEER. BORROW MATERW S FOR FILL OPERATIONS FOR GENERAL U �S RCS 3 2464 �Cp �- / r: 9 PARKING FACES 20' v '" O c SITE GRADING SHOULD MEET AASHTO rN- 1T1ON A-2-4 CLASS 111 OR MORE 44 ACE .� / / . as of ( ) U!J , �?J_. 81 _� l a. -__, 1000 GALLON TIGHT TANK FOR GRANULAR A+ND c r Q�1 / , / / r , _ APPROVED BY A GEOTECFWiCAI. ENt ALL FILLS SHfI~..!�? BE C 2 ; T i �fJ_23 ^^ /;, r r f / , 1 ' 2 / SINK GRAY WATER ONLY. PROVIDE CONSTRUCTED r! ' " j r „ { r O ( W 8' LOOSE LIFTS AND COMPACTED AS FOLLOWS. UNLESS OTHERWISE O >% � - - l 2 HIGH LEVEL ALARM NOTED IN PROJECT SPEgFlCAT10NS: t� �► a 'C1' I ' / rI ' ' p rpvc'Af rE '' J _ /'f l BCD ,, - 19.6 r l - FILLS SUPPO tT1NG FOUNDATIONS AND FLOOR SLABS. 95X OF AST�t D-1557 a. -- .___ O (AASHTO T-180j i s l r Sep-r f r � J 6i'' �, / 0 / - / / 0�.� 1 -_ \ - t=` ) MNOTE: MINOR AMOUNTS OF - TOP 24 IICHLs OF ROADWAY SUBGRADE AND SUBBASE, 95% OF ASTM D-1557 -- / ! , N .7, / ; T 180 1 ( �'t3` / i �` - _ ^ � ? y� 2 ! � J ALLOWAREA AROUN LERSO (-��NG WNJLS AND FILLS WITHIN ROADWAY (BELOW TOP 24 INCHES OF ,.r18 i TO DRAIN TO EXISTING LOW POINT SUBGRADE AND iUBBASE 92X OF ASTM D-1557 AASHTO T-180 c. � O c �/ �l �` ,9., ,s n 28 ' / CATCH BASIN. )' ( ) z CO? O h � / - 4 - FILLS IN GRE'�1 SPACE, 90% OF ASTM 0-1557 (AASHTO T-180) N O TURES, MANHOLES, TANKS, VAULTS. ETC. AND � _ FILLS UNDER :AND AROUND STRUC �- I' 2,.a,7 � HOSE FOR FLOOR RINSING PIPE EMBED61ENT ('BEDDING. HAUNCHING AID INITUL BACK Fu). 95% OF ASTM a X /_ n -� PROPOSED LOADING D-1557 (AASHTz T-180) r_} x 70 / /�, / Ii j ' u r .42. DOCK TRAILER AT GR/1DE `jl 11..11 1 1 Cal• Q 64/ \ . E /m / PROPOSED UTNJTY POLE 1. C�j(QN;_ THE: CONTRACTOR SHALL CONTACT DIG SAFE (AT 1-888-DIG-SAFE) Q w 1 <r /j TF 18-9 . co 8 i AND UTILITY COk PANIES TO LOCATE ALL EXISTING UTKJ AT LEAST 72 HOURS o MP . TU ORARY 19, CA PRIOR TO THE START OF CONSTRUCTION. THE CONTRACTOR SHALL DETERMINE THE o Q ry `- 1 �' lO EOP / M 7FN 1,9 ri RN_ T _ ( ) EXACT LOCATION BOTH HORIZONTALLY AND VER Y t" �a , , O "L AROU RI Cy BA / / 1 2'x10` JERSEY BARRIER n TICALL OF ALL EXISTING UTILITIES 4J j - Oki - 2 C�:4 '„ AN BOOK 28 p 60 0' E M l 50 SIN /c / j _, I STAIRS TO GRADE .o u) w J BEFORE THE START OF ANY MA�RiC. THE LOCATION OF EXISTING UNDERGROUND ~`~~ l i A P.5 n 1 / SYSTEMS, INFRASTRUCTURE, UTILITIES. CONDUITS AND LINES ARE SHOWN IN AN PAGE 90 { / \ APPROXIMATE WAY ONLY, MAY NOT BE LIMITED TO THOSE 94OWI N HIMM AND HAVE o Q I NOT BEEN INDEPENDENTLY VERIFIED BY THE OWNER, THE ENGINEER. OR ITS ' n �✓ Z 3 14 �. �, r r REPRESENTATIVES THE CONTRACTOR AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY THE CONTRACTOR'S FAILURE TO LOCATE SAID SYSTEMS, INFRASTRUCTURE AND UTIUTES EXACTLY. IF ELEVATION N °0 S1'7' ", `EE,r tF� • r� THE ENGINEER THE CONTRACTOR SHALL NOTIFY SQ" \ r`` r S INFORMATION DIFFERS FROM PLAN INFORMATION '� `�..�, w h' ' / �' ` EER 11hMEDIATELY FOR POSSIBLE REDESIGN. AT UTN ITY 4 C.7 /�Z1 ' rI ` 72�' / l // ,E" % x2C-5 P,q C` 2f�6C r ;� , Z CROSSINIGS, VERIFY oJ' OQ `--� \ J RC' *3 P, �S ACC IN FIELD THE LOCATION AND INVERTS OF WATER, ELECTRIC. GAS. TELEPHONE do P� g• / i _; / j ° �` j44 G,3�E 30 DATA/COMM ANC RELOCATE W CONFLICTING WITH PROPOSED INVERTS PER THE SHEET TITLE ��- -_. � 3 ' ` , / r PROPOSED OVERHEAD SSYYSTEMS, INFRASTGINEERS RUCTURE AND U71UTIES AS REQURM.". THE CONTRACTOR SHALL PRESERVE ALL UNDERGROUND ■ ■ FIND p C�A�RE .._ ..._� _ 123 43, �h v ,f ELECTRIC. TELEPHONE AND Layout and Dimension N R CN EEc1 oo TORR�C _ Celt - _ i l r COMMUNICATION SERVICES 2 ALL WATERLINE MATERIALS AND WORKMANSHIP TO CONFORM TO THE RULES, v C r PlRCEL7`� ' POIOrr{ E - C3N _._ �,^' t O - _.-_� ENDUEnD�TOS SENIT AKID paCATIONS OF THE HYANMNS WATER SUPPLY DINSION AS �'�n 43_ . ^ - : _ - -"�iA/ ( My VISION HAS AUTHORITY TO AMEND PLANS. IF ANY _' / a�� �' w ;f CONFUCTS MATH THE CONTRACT DOCUMENT OCCUR THE HXWR STANDARD SHALL. &L 19 APPLY. SHEET NO Tp� fir ' ;/ 3. ALL UTILITY CHITS THROUGH EXISTING CONCRETE OR BITUMINOUS CONCRETE PAVED - � R ATCy BAST / SURFACES SHALL BE SAW CUT. BACK FLING O TRENCHI SHALL INCLUDE 12' IN t?;r`'v1�- _ ~_- �_ M 1g 60 N P J '' `, i i DEPTH FLOWABL.E FILL TO THE BASE COURSE OF THE SURFACE TREATMENT. THE �� C2mO SURFACE TREAT ENNT SHALL THEN BE REPLACED IN KIND. TRENCIi1NC, d: BACK FILLING FOR (tl` 4. SITE CONTRACTOR'TO OWN ALL EXCAVATION, D A T E �.c, / ALL UTILITIES AND MIS(ELtAP1E0US WORK INCIDENTAL . JUNE 5, 2015 / Ord W 9.2 i IArT�y B PROJECT AND CONTRACT DOCUMENTS. CONTRACTOR SHALL REFER TO STRUCTURAL -_ DWG yro OZ Cp c / Riy, 20.00 SIN / PLANS BY OTHEF,S FOR ADDITIONAL INFORMATION AS APPLICABLE 20 0 20 40 5. ELECTRIC, Dd�TA COM IS SHOWN SCHEMATICALLY HEREON. ALL LABOR, WORK --._...� / SCALE IN FEET R EQUIPMENT AND d;4ATERIALS FOR INSTALLATION OF THESE UTNJTLES SHALL BE OWNED S C A L E P,. pCIE-t- `24 p� • PLC �' 3 AND PERFORMED BY THE CONTRACTOR. UMUTIES SHALL BE INSTALLED WITH A 1"=20' �- l 3 01 1,2 4 1 RN UTILITY COMNIMUM PANY OFCONTRACTOR3FEE .O SHALL THEIrMATE DREC7ED By FINAL THE CONTROLLING DRAWN/DESIGN BY: JN(L CHECKED BY: MN�E ' LAYOUTS AND DETAILS WITH APPLICABLE UM UTY COMPANY. J O B N O: 2015-M C A R D F I L E: 20f5-029 DI Ldwq �d OO BAXTER NYE ENGINEERING & SURVEYIN G G Registered Professional Engineers and Land Surveyors > ; 78 North Street - 3rd Floor 1 Hyannis, Massachusetts 02601 Phone - (508) 771-7502 . Fax - (508) 771-7622 =- www.boxter-nye.com STAMP STAMP CONSULTANT CONSULTANT 47.25' 40.00` PREPARED FOR : 8'Wx4O'L SHIPPING CONTAINER Sayle & Henry, inc. O o RESERVOIR •,. 44 Bodick Road 00 4'x4' 4'x4 Hyannis MA 02601 LANDING LANDIN�C STEPS MATH RAILING TO GRADE y EN FUTURE PUMPS TRAILER DOUBLE SWING DOORS (TYP) LO S (FUTURE LOBSTER TANK AREA) S S S S S S S 3 BAY SINK AND 1 RINSE STORAGE AREA SINK. INSTALL PER ~� ' PLUMBING CODE (3) &5'W x 48'L TRAILERS DESK . � � 6'x12' TANK ' U-) U) Ili -'` Od N \ 10' z LANDIN to C 6'x12' TANK 6'x10' TANK 6'x10' TANK 6'x12' TANK Vx V LANDING w " t0 J ° <C _ j4 F- " L— ————— -- V � w o� 0 ._ o m CANOPY STEPS MATH RAILING TO GRADE z O � a Z W co N p w TRAILER PLAN ;05- -j � W Z S (0 to w � o ~ Q u� tp 0 Z SHEET TITLE NOTE: THIS TRAILER PLAN DOES NOT INCLUDE Trailer Plan OR IMPLY ANY BUILDING CODE ANALYSIS. cF SHEET NO 0 s o DATE : JUNE 5, 2015 5 0 5 10 SCALE IN FEET g SCALE : 1"= 5' s DRAWN/DESIGN BY: JKL CHECKED BY: UK JOB NO: 2015-M CADD FILE: 2015-029AI.dwg sy$ 6p h 00;