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Solid Waste Composting Facility application to construct 1989
APPLICATION TO CONSTRUCT AND OPERATE A ' Municipal Solid Waste Composting Facility at The Cutchogue Landfill Cutchogue, New York ' TOWN BOARD SUPERVISOR Francis J. Murphy ' COUNCIL MEMBERS ' Jean W. Cochrane Ruth D. Oliva George L. Penny IV Ellen M. Larsen Raymond W. Edwards APPLICANT: SUBMITTED TO: ' Town of Southold Mr. Robert Green 53095 Main Road Permit Administrator Southold, New York 11971 Dept. of Regulatory Affairs (516) 765-1800 SUNY, Building #40 Stony Brook, New York 11794 I August 1989 I2MIGRO P U HOLZMACHER, McLENDON & MURRELL, P.C. CONSULTING ENGINEERS • ARCHITECTS • PLANNERS • SCIENTISTS • SURVEYORS MELV11.LE. N.Y. RIVERHEAO. N.Y. FAIRFIELO. N.J. E & A Environmental Consultants, Inc, APPLICATION TO CONSTRUCT AND OPERATE A Municipal Solid Waste Composting Facility at The Cutchogue Landfill Cutchogue, New York TOWN BOARD ' SUPERVISOR Francis J. Murphy COUNCIL MEMBERS Jean W. Cochrane Ruth D. Oliva George L. Penny IV Ellen M. Larsen Raymond W. Edwards 1 . APPLICANT: SUBMITTED TO: ' Town of Southold Mr. Robert Green 53095 Main Road Permit Administrator Southold, New York 11971 Dept. of Regulatory Affairs (516) 765-1800 SUNY, Building #40 ' Stony Brook, New York 11794 August 1989 I-12MG?OUP 1 1 SUMMARY OF TABLE OF CONTENTS 1 INTRODUCTION ENGINEERING REPORT 1 APPENDICES Permit Application Forms Drawings 1 Environmental Assessment Form Record Forms Engineering Calculations 1 Regulations and Agreements Material Handling and Processing Equipment Solid Waste Quantity Data 1 1 1 1 1 1 1 1 1 1 1-12MGRO"P 1 INTRODUCTION 1 This package contains an application to Construct a Munici- pal Solid Waste (MSW) Composting Facility and an application to Operate a Municipal Solid Waste Composting Facility. This submittal consists of three major components. The first compo- nent comprises two 24-inch by 36-inch plans and auxiliary draw- ' ings which depict the following: 1 I. PLANS DRAWING (1 OF 2) - APPENDIX 2 A KEY MAP has been provided to demonstrate how Southold is situated with respect to Suffolk and other neighboring counties. ' A REGIONAL MAP (Scale 1:285, 000) has been provided that delineates (shaded portion) the entire service area of the ' proposed composting facility. The Regional Map identifies the proposed and existing collection, processing and disposal operations, major transportation systems in the area, including highways, airports, railways, ferry routes, and closest population centers. A VICINITY MAP (Scale 1: 24, 000) has been provided that delineates the project area within one mile of the proposed facility's boundaries. Depicted on this map are local surface waters, residences, access roads, railroads, 1 airports and any historic sites. A SITE PLAN (Scale 1: 12, 000) has been provided that depicts two-foot topographic contours, property lines, ' fences, buildings, roads and utilities. The Site Plan also shows the locations of any soil borings, monitoring wells, gates, parking areas, drainage, culverts, storage ' facilities, loading areas, residences, potable wells, surface water bodies and drainage swales. 1 DRAWING (2 OF 2) - APPENDIX 2 This drawing depicts the existing residences within a 1.5- mile radius of the facility site. The aerial was flown on March 8, 1988, and is reproduced at the scale of 1"=800' . ' I-1 I 1-12MGROUP I AUXILIARY DRAWINGS tDetailed information concerning land use, zoning, sur- rounding soil types and a geological cross-section of the area surrounding the facility are located in Appendix 2. 1 There are no wetlands and/or flood plains located within a 1000-foot radius of the site; therefore, such a map is not required. III. ENGINEERING REPORT The second component comprises the Engineering Report which itself is broken into several subparts. The first subpart, I Subpart (1) , outlines the proposed compost facility's consistency with the goals and objectives of the New York State Solid Waste Management Plan. Subpart (2) is a comprehensive description of the facility's operation. For simplicity, this subpart is divided into I sections, each relating to a specific area of the facility's day-to-day operation. For example, the section on TRAFFIC discusses the existing traffic and the anticipated future traffic which will impact the facility, once operational. ISubpart (3) is a description of the facility's design. Included therein are sections outlining the specific crite- I ria which have been incorporated into the facility's design. A process flow diagram and mass balance are presented in this section to give the reader a perspective on the composting process. ISubpart (4) is a comprehensive description of the sources, quality and quantity of waste material that is generated I within the facility's service area. Included is a composi- tional breakdown of the anticipated types of material and a projection of future waste quantities. ISubpart (5) consists of a tabulation of the laboratory results obtained from the potential local sludge sources. A brief description of the tabulation follows, and the I concentrations are compared to the maximum allowable concentrations listed in the Solid Waste Regulations, 6 NYCRR 360-4, for sewage sludge and septage. I I I I I-2 INIAGROUP i Subpart (6) is a Contingency Plan which outlines the 1 corrective and remedial actions to be taken in the event of an emergency. Emergencies which are discussed consider process problems, such as equipment breakdown and potential 1 pollution hazards, as well as personnel problems including fires and personal injuries. A hospital and emergency location plan is included with phone numbers for actual use at the facility once constructed. 1 Subpart (7) provides the Preliminary Design Drawings of the Compost Facility. Appendix 6 provides the Specifications of ' the facility. This material has been provided by the preferred vendor on the project. 1 The remaining subparts are reserved for use once the vendor has signed a contract with the Town and the information becomes available. These subparts include: 1 - a description of the ownership/leasing agreement; and - operation and maintenance manual. 1 III. APPENDICES The final component of this application package consists of 1 the appendices in which the completed Environmental Assessment Form, the official Permit Application Forms and all extraneous data and forms are located. These documents are organized in the following sequence: 1. Permit application forms ' a. NYS Form 47-19-2 (4/85) b. NYS Form 47-19-4 (12/87) -28C 2 . Drawings 1 a. Key, Regional and Vicinity Maps and Site Plans (1 of 2) b. Aerial Photo of Surrounding Neighborhood (2 of 2) 1 c. Existing Land Use in Project Area d. Existing Zoning in Project Area e. Soil Types in Project Area 1 f. General Geologic Cross-Section of Southold g. Airport Regional Map 3 . Environmental Assessment Form [NYS Form 14-16-2 1 (2/87) -7C] 4 . Record Forms to be Used at the Facility 1 a. Extended Aeration Compost Data Sheet b. Monthly, Plant Operations Report c. Composting Laboratory Worksheet 1 1 I-3 ' 11-124GROUP 5. Photocopies of pertinent regulations and agreements I 6. Specifications of the facility 7 . Market identification 8. Solid waste quantity data a) Easily compostable material summary b) Partially compostable material summary c) Non-compostable material summary I 1 1 1 I I I I 1 1 1 1 I-4 ii 11-12MAGROUD II ENGINEERING REPORT 11 TABLE OF CONTENTS (CONT'D. ) I Page 3 . DESCRIPTION OF FACILITY DESIGN (CONT'D. ) Ib. Input Processes 3-2 1) Measuring/Proportioning 3-2 I 2) Shredding 3-2 3) Separation 3-2 4) Mixing 3-2 II 5) Composting 3-3 6) Screening 3-3 c. Storage Facilities 3-3 II i) Bulking Agent or Amendment 3-3 2) Solid Waste 3-3 3) Finished Compost 3-3 I4) Leachate 3-4 d. Non-Compostable Materials 3-5 1) Separation/Processing 3-5 II2) Storage/Disposal 3-6 e. Temperature Monitoring Points 3-6 Il) Location 3-6 2) Frequency 3-6 If. Process Flow 3-6 g. Materials Balance 3-8 I h. Aeration 3-10 i. Pathogen Reduction 3-11 Ij . Air Emissions/Odors 3-11 k. Stormwater Runoff/Leachate 3-11 11 1. Seed Material 3-il Im. Personnel 3-il n. Ownership/Leasing Agreement & Record Forms 3-12 I I Iii II I-i2MGROUP I ENGINEERING REPORT 1 TABLE OF CONTENTS (CONT'D. ) I Page 4. MUNICIPAL SOLID WASTE CHARACTERISTICS 4-1 I a. Source of Waste 4-1 b. Solid Waste Quantities 4-1 1. General 4-1 II 2 . Present Quantities 4-3 3. Future Quantities 4-3 c. Quality of Waste 4-9 I 5. SLUDGE SAMPLING ANALYSIS 5-1 6. CONTINGENCY PLAN 6-1 1 a. Compost 6-1 1. Market Failure 6-1 Ib. Pollution 6-3 1. Air 6-3 2 . Water 6-4 IIc. Facility 6-5 1. Equipment Failure 6-5 I 2. Fires 6-5 3 . Vectors 6-7 4. Traffic 6-7 I 5. Personnel Safety 6-7 7. FACILITY PRELIMINARY DESIGN DRAWINGS 7-1 ILIST OF TABLES ITable Page 4-1 Solid Waste Quantities (Daily Basis) I 7/22/87 - 7/27/87 4-4 4-2 Solid Waste Quantities (Weekly Basis) 7/22/87 - 9/18/87 4-5 II4-3 Solid Waste Quantities (Monthly Basis) 8/87 - 7/88 4-6 1 4-4 Solid Waste Quantities (Monthly Basis) 8/88 - 7/89 4-7 I Iiii II f-1 GROUP I ENGINEERING REPORT ITABLE OF CONTENTS (CONT'D. ) ILIST OF TABLES (CONT'D. ) Table PageII 4-5 Past, Present & Projected Population Levels: Cuthogue - New Suffolk, Town of Southold and I Suffolk County 4-8 4-6 Primary Constituents of Categories of Mixed I Municipal Refuse 4-13 4-7 Municipal Refuse Composition 4-14 I5-1 Sludge Testing Results 5-2 II LIST OF FIGURES I Figure Page 2-1 Estimated Percentage of Traffic into the Entire Facility 2-2 I2-2 Schematic Breakdown of Existing Vehicular Traffic into Facility Per Day 2-3 I2-3 Truck Scale Average Daily Traffic (ADT) 9/1/87 - 6/21/88 2-5 I 2-4 Total Facility Traffic Data 9/87 - 6/88 2-6 2-5 Past/Projected Population & Vehicle I Trips Per Day vs Time 2-7 3-1 Process Flow and Mass Balance 3-7 1 4-1 Compostable Material Summary (August 1987 - July 1988) 4-2 ' 4-2 Easily Composted Material Summary (August 1987 - July 1988) 4-10 I 4-3 Partially Compostable Material Summary (August 1987 - July 1988) 4-11 I I iv 11MGRO i ENGINEERING REPORT TABLE OF CONTENTS (CONT'D. ) ' LIST OF FIGURES (CONT'D. ) Figure Parte 4-4 Total Waste Stream Summary (August 1987- July 1988) 4-12 ' 6-1 Authorized Emergency Personnel Organiza- tional Chart 6-2 ' 6-2 Site Location and Emergency Route 6-6 ' LIST OF DRAWINGS ' Key, Regional and Vicinity Maps and Site Plan App 2 Aerial Photo of Surrounding Neighborhood App 2 Existing Land Use App 2 ' Existing Zoning App 2 Soils Map App 2 Generalized Isometric Geological Cross Section App 2 Regional Map - Airport Locations App 2 t I v 411 Il4GRO2 ■ ENGINEERING REPORT ■ 1. STATEMENT OF COMPLIANCE WITH THE GOALS & OBJECTIVES OF THE NEW YORK STATE SOLID WASTE MANAGEMENT PLAN • In attempting to classify its role in the State's hierarchy of solid waste management goals and objectives, the Town of Southold's proposed compost facility is somewhat of a ■ hybrid. While typically considered solely as a process of solid • waste disposal, compost also produces a valuable resource. In making use of an otherwise unusable waste, composting furthers the State's goal to reduce reliance on landfilling. The Southold composting operation will provide a post- collection method of separating waste into those components which have recyclable value. In addition, the process yields a soil conditioning material which would ordinarily be discarded into a landfill. . In addition, the compost facility provides a method by which to process sewage sludge. This material has traditionally been disposed of in landfills. The in-processing of domes- tic sludge eliminates this antiquated disposal method, establishes a potential market for another previously unusable resource. Moreover, the option allows adjoining municipalities to utilize sludge for similar purposes, thus creating a viable market. Finally, the composting process will not produce a discharge or release to air or water. This asset, while not specifi- cally addressed under the guise of solid waste management, furthers the goals and objectives of all environmental legislation whose fundamental purpose is to provide a safe and healthy environment for future generations. ' 1-1 LIIMGROUP 2 . DESCRIPTION OF FACILITY OPERATION ■ a. Schedule of Operation 1) Days and Hours The facility will be open for receipt of incoming wastes from 7:00 AM to 5:00 PM, seven days per week, excluding holidays. This corresponds to the • existing hours of operation at the landfill. The processing facility will normally be operational from 7: 00 AM to 5: 00 PM on Mondays through • Fridays, i.e. five days per week. In the event of plant overload, the facility will operate either longer hours each day or operate on weekends until the overload is reduced. • 2) Preparations before Opening • There are no special procedures required prior to opening the compost facility. The operators will perform a quick survey of the area to make sure that no vandalism has occurred and that all equip- ment is operational. . 3) Procedures after Closing Routine maintenance will be performed after the operational day is completed. These services include greasing and oiling equipment, cleaning conveyors, refacing cutting edges, and any other necessary procedures. ■ b. Anticipated Daily Traffic Flow 1) Present Traffic The Town of Southold does not maintain specific traffic counting devices at the landfill. How- ever, relative vehicular counts may be extrapo- lated from the scale house computer and solid waste quality data. All vehicles enter the facility through a main gate on Middle Road (County Route 48) . Figure 2-1 represents the fractional percentage by vehicle type that enter the facility. Figure 2-2 is a schematic depicting the volumetric flow of vehi- cles throughout the facility. ' 2-1 EN N N E I MI I MI NM MN MO MO MO In E MN MN NM IMO 1 TOWN OF SOUTHOLD - CUTCHOGUE LANDFILL Estimated Percentage of Traffic into the Entire Facility CARS 75% N GOV'T VEHICLE 3% CARTERS 5 s a II I4tGRJ(J ENGINEERS • ARCHITECTS • PLANNERS • SCIENTISTS • SURVEYORS MELVILLE, N.Y. RIVERHEAD, N.Y. FAIRFIELD, N.J. NM IIMII MIN MIN IMO MI I= MIII NE um NIN im nil ow TOWN OF SOUTHOLD CUTCHOGUE LANDFILL SCHEMATIC BREAKDOWN EXISTING VEHICULAR TRAFFIC INTO FACILITY PER DAY TO LANDFILL SCALE HOUSE 4 160 VEHICLES/DAY 44% CARTERS 6% GOV'T VEHICLES MATERIALS RECOVERY, 50% RESIDENTIAL BUILDING (MRB) N A 162 VEHICLES/DAY w 100% CARS A CARS ONLY A INTO FACILITY 'TI 50% CARS •322 50% TRUCKS VEHICLES/DAY m IMGROU1 ENGINEERS • ARCHITECTS • PLANNERS • SCIENTISTS • SURVEYORS RIVERHEAD, N.Y. FAIRFIELD, N.J. MELVILLE, N.Y. 1-124GROUP i 1 Vehicles which are directed to the Material Recovery Building (MRB) are exclusively those homeowners who bring their trash to the landfill 1 personally. Following disposal, these vehicles are directed out of the MRB and exit the facility through the main gate. 1 Those vehicles which are not directed to the MRB are weighed on the truck scale. The payload data is recorded and the vehicles are directed to ' deposit their trash/rubbish, etc. , to designated areas on site. A large percentage of the traffic passing through the truck scale are private 1 carters and local residents whose garbage does not conform to the typical household refuse deposited in the MRB. In addition, commercial packer trucks with household and commercial garbage go directly 1 to the landfill working area via the weigh scale. The local residents usually bring their garbage to the facility by means of small pickup trucks and 1 vans. A small percentage of state and local highway trucks pass through the truck scale to deposit road trash and associated refuse into the 1 landfill. Figure 2-3 3 reflects the average daily traffic (ADT) through the truck scale. This data has been 1 correlated to the specific day of the week during a ten-month period. ' Figure 2-4 contrasts the MRB's average daily traffic within the entire facility's ADT during identical periods. 2) Projected Traffic Based upon the data presented above and a future 1 solid waste collection program consistent with that of the present, the Town anticipates a moderate increase in traffic flow into the new ' facility. The increase in average daily vehicular traffic will parallel that of the expected population growth. Figure 2-5 shows a straight line relationship between the recorded/estimated ' population for a 60-year period and the projected vehicular traffic for the year 2010. 1 Should solid waste collection practices change over time (such as the implementation of refuse districts) , traffic flow into the facility will 1 ' 2-4 111111 11111 NM MI ME — MB MI EN UN En — a NE MN r M TOWN OF SOUTHOLD - CUTCHOGUE LANDFILL Truck Scale Average Daily Traffic (ADT) 9/1/87 - 6/21/88 h Weekly Avg. 180 Vehlolee/day isles/day A 200 - v 9 # 150 - f v 100 cn e e 50 - a 0 Sun Mon The Wed Thu Fri Sat - Day of Week c 33m N ua I-11MGROUPENGINEERS • ARCHITECTS • PLANNERS • SCNTTS MELVILLE. N.Y. RIVERHEAD. N.Y. FAIRFIELD. N.J. — MI MINI IIIIII MINI IIIIII MI 0111 11111111 MI IIIIII IIIIII Mill MINI Mil 111•1 — MINI IIIIII 1 TOWN OF SOUTHOLD - CUTCHOCIUE LANDFILL Total Facility Traffic Data 9/87 - 6/88 P Legend L_ Scale House (ADT) = M.R.B*(ADT) 400 ADT 322 N A 1 II ON D 300 ; T i / 200 re - pe- r IP r 0 r K r r t 1001- h 00 !~h ! / oA A A — SepOct Nov Dec Jan Feb Mar Apr MayJun 5 P c Month m *Material Recovery Building 1 II-12MGROUP ENGINEERS • ARCHITECTS • PLANNERS • SCIENTISTS • SURVEYORS IMELVILLE. N.Y. RIVERHEAD. N.Y. FAIRFIELD. N.J. MI NM N NM MN EN M M In EN M NM MB MI M I 11111 NM en 1 TOWN OF SOUTHOLD - CUTCHOGUE LANDFILL Past/Projected Population & Vehicle Trips per Day VS Time 30 - ' 450 V P e ° - 400 h 25 - u c I a - 350 e t N I T o 20 - - 300 r n i p x - 250 S 1 15 - / 0 • - 200 0 D o a Y 10 1 1 ► 1 ► I 1 150 m 1940 1950 1960 1970 1980 1990 2000 2010 2020 5 YEAR o m N 1 N ENGINEERS • ARCHITECTS • PLANNERS • SCIENTISTS • SURVEYORS 1-12MGI�OUP MELLLE, VI N.Y. RIVERHEAD, N.Y. FAIRFIELD, N.J. 1-12MGROUP 1 most assuredly change. Any attempts to estimate ' the volume of traffic under those circumstances would, at best, be speculative. Thus, the projected traffic volumes are valid only under the ' assumption that present collection methods remain in effect. c. Procedure for Unloading Vehicles 1) Frequency/Rate ' Based on the traffic data presented above, it is anticipated that approximately 322 vehicles will enter the facility daily. Truck trips will aver- age 160 per day; car trips will average 162 per day. All vehicles will be unloaded immediately after entry. ' 2) Method MSW delivered by commercial packer vehicles will be deposited on a concrete tipping floor in the composting tipping/processing building, complete with leachate collection system (via floor drains and holding tank) . Prior to discharging waste from the commercial vehicles, each load will be weighed at the truck scale. 1 Passenger cars will deposit MSW into the compactor trailers in the existing drop-off building. These compactor trailers will then be weighed at the truck scale, and the residential waste will be 1 deposited on a concrete tipping floor in the tipping/processing building. Passenger cars need not be weighed at the truck scale. Any non- 111 processable wastes will be directed away from the facility by the weigh station monitor. d. Special Precautions or Procedures for Operation During Inclement Weather MSW will be delivered into an enclosed building to 1 prevent any deleterious effects from inclement weather. Likewise, all material processing prior to composting will be in an enclosed building so these activities are protected from adverse conditions. 1 1 1 2-8 1-12MGRO,P 1 1) Wind The materials receiving building will have at a minimum, screens for sides which will catch any 1 wind-blown material. 2) Heavy Rain Having a roof over the facility will protect the compost process from most moisture effects. 1 3) Snow/Freezing Conditions No special precautions are warranted for freezing conditions and snow since the compost digestion ' process will be conducted within an enclosed building. 1 e. Description of the Ultimate Use for the Finished Compost ' The Final Marketing/Utilization Plan (Plan) of the processed compost cannot be defined until the material is actually produced, analyzed and evaluated for local growing conditions. Before the Plan will be finalized, ' any and all local, State, and Federal requirements will be met for its desired use. The Plan will include a description of the label or other information that 1 outlines the type of waste the compost is derived from; restrictions on usage; and suggested application rates. Appendix 7 is a copy of the market identification plan ' for the compost material provided by the preferred vendor (Daneco, Inc. ) in their proposal to the Town. ' 1) Method for Removal The compost will be removed from storage with a ' front end loader and placed in dump trucks which will be covered with tarps, and transported to market. 1 2) Poor Quality Compost All compost will be classified according to 6 1 NYCRR 360-5. 3 (p) . That compost which fails to meet these requirements will be recomposted. Any compost which cannot be marketed due to poor ' quality will be utilized as daily cover at the landfill if permitted by the NYSDEC. If it cannot 1 2-9 f-i2MGROUP 1 be utilized in this fashion, it will be land- filled. 3) Change in Market Conditions The Plan will incorporate multiple markets to ensure against over-dependence upon a single user. This strategy provides an economic buffer should a change in specific markets inhibit sales. In the event of such an occurrence, municipal uses will serve as the primary backup. Landfilling the ' compost will serve only as the "worst-case scenario" means of disposal. i i 1 1 1 1 1 1 1 1 2-10 11 1--12MGROLP 1 3 . DESCRIPTION OF FACILITY DESIGN 1 The Town is presently negotiating a contract with the preferred vendor (Daneco, Inc. , of New York, New York) . A I description of the facility is provided in Subpart (7) of this Engineering Report and Appendix 6. This section will present a compilation of what is commonly used at typical MSW composting facilities. Ia. Type, Size and Associated Detention Times Ii) Material HANDLING EQUIPMENT at the MSW compost facility will typically be conveyors and front-end loaders. This equipment will be utilized primar- ily to move material from point to point and will I be designed to handle up to twice the design throughput volume of the facility. All materials handling equipment will be designed with access 1 for repair and maintenance. A list of handling equipment is shown in Appendix 6. 1 2) The PROCESSING EQUIPMENT will be designed to handle an average of 168 tons of MSW per day (or 7/5 of the design value of 120 TPD of compostable material received on a seven day basis) . This 1 equipment will be used to treat the material, and transform the characteristics of the incoming waste stream into a compost product. A detailed 1 breakdown of typical processing apparatus, is located in Appendix 6. 1 3) STORAGE EQUIPMENT. The following table describes the seven major storage components of the compost- ing facility: I Function Type Size Detention Time 1. MSW Storage Building/tip * Three days 1 2. Liquid sludge storage Tank * Three days 3 . Dewatered sludge I storage Hopper * Three days 4 . Leachate Tank * One day 5. Recyclables Building 5,000SF Depends on market II 6. Compost Pad * 90 days 7. Runoff Dry Wells * I * Size shown in the design drawings of Subpart (7) . 1 1 3-1 II LIIMGROUP I b. Input Processes I1) MEASURING/PROPORTIONING will be performed and regulated by the operator based upon process I performance. The selection of a specific device is a function of the vendor chosen and the charac- teristics of the preprocessed material. The following devices are commonly utilized for II measuring/proportioning of the input materials. For liquids, pumps are generally utilized for solid contents of up to 15 percent. The liquid is I pumped from the storage tank through a pipe to the mixing or blending tank. Most pumps have variable speed to allow for flow control. IISolids are transported in a number of ways. Incoming MSW is conveyed from the tip floor by a front-end loader or an overhead crane to a I conveyor. The volume of the bucket or crane is used to meter the flow of the MSW. Either a screw or a belt-type conveyor (with variable speed I drive) will be used to transport the wastes to the initial processing equipment. I 2) SHREDDING is either done by means of a shear shredder (flail mill) with a detention time on the order of minutes or in a drum with a detention IItime of between eight and 24 hours. 3) SEPARATION generally refers to the sorting of raw I municipal solid waste into the compostable frac- tion and is accomplished by several methods. A trommel screen may be used with a detention time of approximately 15 minutes. A ballistics separa- I tor may also be used and will require a shorter detention time. These devices may be used sepa- rately or in conjunction with a magnetic separator II (magnet) to remove ferrous products. The magnet acts instantaneously and requires no detention time. II4) MIXING is performed with either a pugmill mixer with a 90-second to three-minute detention time or with a drum mixer with several minutes detention IItime. I II II 3-2 1-12AGROUP 1 5) COMPOSTING is performed either: in an enclosed ' drum followed by further composting (windrow) ; or solely by windrowing with special machines for a minimum of 21 days or by utilizing front-end ' loaders to build static piles with a minimum detention time of 21 days. If windrowing is utilized, the equipment will be capable of turning the piles at least five times in a 15-day period to meet USEPA PFRP requirements. 6) SCREENING is the primary mechanism used to refine the compost product just prior to export. The operation is similar to separation with the excep- tion of its location in the process flow. Screen- 1 ing is accomplished through the use of a vibratory deck or trommel screen with 30 seconds or less detention time or by utilizing a ballistic separa- tor or similar device to remove glass prior to the 1 screening step. c. Storage Facilities 1) No BULKING AGENT or AMENDMENT is required to compost MSW. In essence, the compostable fraction ' of the MSW serves as a bulking agent for the limited amount of sewage sludge produced in Southold. ' 2) SOLID WASTE will be stored in a totally enclosed tip floor area which will have positive odor control. The tip area is to be designed to handle ' a minimum of three days' storage at the average daily value of the maximum month; i.e. , 3 x 150 = 450 tons per day of MSW. 1 For design purposes, a bulk density of 500 pounds per cubic yard is assumed for the MSW. Sewage sludge at 30 percent solids will be stored in a ' live bottom hopper. The design volume will be for three days maximum retention of three dry tons per day. ' 3) FINISHED COMPOST will be stored on a pad which will be designed to provide storage for a minimum of 50 days at the average daily value of the maxi- mum month. Piles of compost will be separated by its date of production to ensure a proper curing time. It should be pointed out that the design 1 life of the facility is 2010, so in the initial years all storage areas will be oversized. 1 3-3 1-12MGROUP i 4) LEACHATE formed from process operations on the 1 tipping floor will be collected, stored and disposed of in accordance with 6 NYCRR 360-6. 1 In a properly designed and operated compost facil- ity, leachate should not be formed from the compost process. The moisture content of MSW is increased from 30 to 35 percent to 50 to 60 ' percent, but there is no free water. Depending on the method of composting and the retention time, the volume of any potential runoff will vary. 1 However, as a precaution, all composting will be done on an impervious surface which will be graded to allow for the drainage to be collected either ' in a basin or in enclosed storage tanks. The size of these basins is a direct function of the above enumerated factors. The basin and/or tanks will be sized to handle at least three days of storage 1 to allow for weekend rainfall events. All leachate storage facilities will be equipped with one or more pumps to recirculate the collected 1 water back into the compost process. Current NYSDEC standards (Part 360-5. 3) require a leachate collection system to be designed to manage a rainfall of one-hour duration with a ten- year return period. Based on a NYSDOT Design Memo No. 80(37) which details Rainfall Intensity Graph 1 for New York City, Nassau County and western Suffolk, a one-hour rainfall for a ten-year period is approximately 2 .0 inches. The U.S. Weather 1 Bureau Technical Paper No. 40 (May 1961) and more recent National Oceanic and Atmospheric Adminis- tration (NOAA) Technical Memorandum NWS-HYDRO-35 (June 1977) indicate a slightly higher intensity 1 in New York City than in eastern Long Island. The following is an analysis of the water holding 1 capacity of compost: Assumptions: 1 Height of stored compost pile: 10 ft. Density of compost at 45% 1 moisture content: 1, 200 lb/cu.yd. Wet load of compost at 45% moisture content: 4, 000 lb/cu.yd. 1 3-4 f-12MGROJP 1 Increase of compost moisture 1 content: 20% The results of our calculations are as follows: 1 Dry load on the pad: 2, 200 lb/sq.yd. 1 Final compost moisture content: 65% Wet load of compost at 65% moisture content: 6, 285 lb/sq.yd. Water absorbed: 2,285 lb/sq.yd. 1 The quantity of additional water absorbed by the compost is equivalent to a rainfall of 48.7 inches. 1 The one-hour rainfall for a ten-year return period is approximately 2 . 0 inches; thus, the compost piled on the curing/storage pad should be able to 1 absorb the rain for 24 hours of a continuous storm having a ten-year return intensity. 1 d. Non-Compostable Materials 1) Separation/Processing 1 All material which is non-compostable and can be recycled will be prepared for marketing by either washing, baling, or other processing as appropri- ate for the specific material. This material will be stored on the compost site either in the exist- ing materials recovery building or other suitable storage facility until a sufficient quantity is ' accumulated to move the material to market. The length of storage for these materials will depend upon their type and quantity. Leachate 1 storage/collection will be provided, however it is anticipated that this quantity of moisture will be minimal. 1 Any residential hazardous wastes, such as paints in cans will be removed and stored in the existing Town residential hazardous waste retention facil- ity for disposal as per NYSDEC requirements. The remaining non-compostable wastes will be interred in the Town landfill. 1 1 1 3-5 1-1284GROUP 1 Operators will remove, by hand, bulky wastes, 1 hazardous materials and other non-processable or non-compostable materials from the process stream. Ferrous metals will be removed by a magnet. 2) Storage/Disposal Reject material will be landfilled in the Town ' landfill, recycled or deposited in a state- approved landfill. All landfilling will occur on the day the material is produced, i.e. , no ' material to be landfilled will be stored on site for more than 24 hours. The material to be recy- cled will be stored for up to 30 days depending on ' the type of market. That material might be preprocessed through compaction, baling, etc. e. Temperature Monitoring Points 1) Location 1 All compost piles will be monitored for tempera- ture in at least three different locations. Two of the monitoring points will be located in accor- dance with the following: ' Windrow: Six to eight inches below the pile surface. 111 Static Pile: Six to eight inches from the outlet of the aeration pipe. ' 2) Frequency The PFRP operational requirements are that temper- ature be monitored daily and that a process temperature of 55AC be maintained for the follow- ing durations: Aerated Static Pile: Three days Windrow: 15 days with 5 turnings Enclosed Vessel: 3 days f. Process Flow 1 As illustrated in the Process Flow and Mass Balance Diagram (Figure 3-1) , packer vehicles will pass through the scale house facility and be routed to the receiving ' area, where their payloads will be deposited on the tipping floor. Passenger cars will not require weigh- ing, and will bring their garbage directly to the 1 3-6 ' FIGURE 3-1 PROCESS FLO AND MASS BALANCE Commercial Vehicles Residen tial Vehicles (V) 1 (v) 77PPING FLOOR WEIGHT SCALE REJECTS 120 TONS (480 CY) (ONE TON) (c) SHREDDER (119 TONS (476 CY) ' (C) MAGNET (C) FERROUS METALS (9 TONS) WATER TANK 27 TONS (C) I TRUCKS (P) TROMMEL (C) REJECTS (C) 110 TONS (440 CY) (16 TONS) SLUDGE HOPPER 3 TONS (PEAK) 94 TONS (C) (276 CY) (30-35% SOLIDS) MIXER ' 124 TON (C & FEL) ' COMPOST HALL CO2 & H2O 124 TONS (379 CY) (47 TONS) c ( ) TROMMEL SCREEN (C) REJECTS 77 TONS (15 TONS) (C) CURE/STORAGE 1 NOTES: 59 TONS (146 CY) V = VEHICLES C = CONVEYORS P = PUMPS ' FEL = FRONT END LOADERS * Based on Franklin Associates National Waste Stream Characterization 3-7 f-1 MGROUP 1 receiving area of the existing materials recycling ' building. Compactor trailers that receive residential waste will be emptied onto the tipping floor at regular intervals. After discharge, a front-end loader will push the waste into a hopper. Large objects such as mattresses and ' carpets, as well as undesirable material (gasoline cans and gas cylinders) , will be removed and set aside. The solid waste will be conveyed from the hopper into a particle size reduction device, such as a hammer shred- ' der. Following particle size reduction, the shredded waste will be conveyed into a trommel screen containing openings of approximately 5 to 6 inches diameter. ' Large objects, including plastic, pieces of cardboard, and similar materials, will be removed to the landfill, whereas the fine fraction will be conveyed past a magnet to remove ferrous metals. The ferrous metals ' will be discharged into a bin for recycling. The remaining wastes will be conveyed to a secondary trommel screen with openings approximately 1 to 2 inches diameter. The fine fraction will be conveyed to a mixer for the addition of sludge and/or water to increase the moisture content of the solid waste from ' approximately 35 to 55 percent in order to achieve proper composting. Sludge from the Greenport Waste- water Treatment Plant and/or the Southold Scavenger Waste Treatment Plant will be discharged into a live ' bottom hopper and conveyed to the mixer. Additional water contained in a holding tank will be pumped to the mixer. The compostable fraction will be conveyed to ' the compost hall where it will undergo an active composting period of 28 days. Aeration and moisture will be controlled during this period to maximize decomposition of the waste. The material will then be I placed outdoors for the compost curing stage. After adequate curing, approximately two months, the compost will be shredded and screened to produce different ' grades and quality of compost based on particle size. g) Materials Balance The quantity of material is shown below on a wet/dry weight and volume basis. The materials balance diagram is based on information provided by the preferred ' vendor and assumptions on the reference waste composi- tion. ' 3-8 f 12MAGROUP I Dry Wet Volume II Weight Weight (Cubic Description (TPD) (TPD) Yds/Day) I Incoming MSW 78.0 120 480 Tip floor rejects 0.9 1 4 From shredder 77. 1 119 476 Ferrous metal 9.0 9 36 I Trommel rejects 10.4 16 64 MSW to mixer 57.7 94 376 Water 0. 0 27 1 Sludge 1.0 3 1243 From mixer 58.5 379 Compost loss 12. 3 47 To trommel 46.2 77 171 II Trommel rejects 10.8 18 72 Cured compost 35.4 59 140 I The Process Flow and Mass Balance diagram illustrated in Figure 3-1 and tabulated above is based on receiving 120 tons per day of mixed municipal solid waste on a I seven day basis. The processing equipment will thus be sized to accommodate 7/5 of the 120 tons of compostable material received each day. The waste stream charac- terization was developed using data compiled by I Franklin Associates, Ltd. (1986) . - The bulk density of MSW is 500 pounds per cubic yard. II - One percent of the incoming MSW is oversized materi- als (rugs, furniture, etc. ) and will be intercepted at the tip floor and taken to a landfill. II - Magnetic separation will have a five percent effi- ciency. 1 - Thirteen percent of the incoming MSW will be rejected at the first trommel. This will consist mainly of Iplastics and cardboard material. - The composting mix will be at 45 percent solids. Enough water will be added to achieve that solids Icontent. - Twenty percent of the compostable fraction (see below I for a defined accounting of the compostable fraction) of the waste stream will be volatile CO2 and H2O. I II 11 3-9 f-12MGROUP 1 The materials balance makes the following assumptions: 1 - The final screening will remove 15 percent of the materials of the incoming waste stream as rejects. ' This fraction will be comprised mainly of glass, plastics, non-ferrous metals, leather and rubber, and other non-putrescibles. 1 - The final compost will be 60 percent solids. - The final compost will have a bulk density of 840 ' pounds per cubic yard. Thirty-two tons (27 percent) of the MSW which enters the facility will be classified as rejects and will be landfilled. Nine tons (8 percent) comprises ferrous metals which could be recycled; 18 tons (15 percent) is reduced to CO2 , H2O and other gasses; the remaining 59 ' tons (49 percent) would remain as the compost fraction. If an active recycling program is in place or if a compost technology which utilizes presorting of the waste is used, then the fraction going to the landfill could be reduced by at least 50 percent. No energy balance was performed since this is only 1 important when moisture removal is a critical factor. Moisture removal is not a consideration since the input material requires that moisture be added for high rate ' composting to occur. h) Aeration 1 Most MSW compost systems utilize windrow composting where the aeration requirements are met by periodically turning relatively small piles of material to ensure 1 that the entire pile remains aerobic. The pile is frequently placed over an aeration trough and air is drawn through the pile for odor control. Those systems which operate in a static pile mode require another form of positive aeration. This method uses separate blowers for each discrete pile to push air through the material. The air supply will be based on feedback of pile temperature, solids content, and other factors which affect the compost rate. All I blowers will be adapted with timers. Some systems also maintain valving, variable speed blowers, and similar methods of controlling aeration rates. i 1 ' 3-10 f-12AGROP 1 In both instances, it is estimated that 3000 to 5000 1 cubic feet (of air) per hour will be required for every ton of processable solids per day. i) Pathogen Reduction The facility will meet pathogen reduction requirements by operating to meet USEPA time temperature require- ments for PFRP. Pathogen kill will be verified through comprehensive temperature monitoring. These require- ments are discussed further in section (e) entitled "Temperature Monitoring Points" . j) Air Emissions/Odors The major potential sources of odor will pass through odor scrubbing devices. A biological odor control system utilizing a compost/soil filter will be 1 utilized. Dust will be collected in bag houses from those areas ' where dust formation may be a problem, including screening areas and the shredding area. 1 k) Stormwater Runoff/Leachate The compost process will take place under a roof and process water will be controlled to avoid any excess 1 leachate production. The processing facility will provide a sloped concrete tipping floor and floor designed with a leachate collection system and storage ' tank. This tank will be pumped out at regular inter- vals and depending upon quality, either reused in the compost process or transported to an approved treatment site. 1 1) Seed Material ' No seed material of any type is envisioned at this time although some vendors may propose this alternative. ' m) Personnel The facility will require approximately ten people to operate it depending on the seasonal fluctuation of the ' incoming waste. One of the people will be a working supervisor who will manage the operation on a day-to- day basis. The other personnel will be front-end 1 loader/composter operators for the tip floor and compost areas, mechanic/electrician for processing equipment maintenance, laborers to provide general 1 ' 3-11 il 111MGROUP 1 assistance, and a bookkeeper for billing and record 1 keeping purposes. n) Ownership/Leasing Agreement & Record Forms 1 The ownership/leasing contract will be provided upon completion of the vendor selection process. I Preliminary engineering plans and specifications for the composting facility have been provided in Subpart (7) . Appendix 6 contains an equipment list from the I preferred vendor. Appendix 4 shows data forms which are typical of what will be required of the MSW compost facility. Similar forms will be developed for the Southold facility once a vendor has signed a contract I with the Town. I 1 I I 1 I I I 1 I I II 3-12 1-12MGRO, p 1 4 . MUNICIPAL SOLID WASTE CHARACTERISTICS 11 A. SOURCE OF WASTE The service area of the proposed facility encompasses the entire mainland of the Town of Southold and thus excludes Plum & Fishers Islands at this time. The present population of the service area ' is approximately 20, 000 stretching over 47.5 square miles. The facility will process the entire compostable waste stream (up to 120 tpd*) or approximately 42% of the total municipal solid waste stream. The compostable waste stream represents that portion of entire amount of solid waste generated within the ' service area which is deemed either Partially Compostable or Easily Compostable (see Figure 4-1) . Approximately 70% of the compostable waste stream (30% of the ' entire waste stream) will enter the facility as residential garbage and household refuse. This component comprises that waste which arrives in a mixed, non-sorted state and is typically generated from within the home. The balance of the compostable waste stream will enter the facil- ity in a pre-sorted state. The pre-sorted characteristic is I typical of most commercial business and industry which generate large quantities of specific types of waste (i.e. , potatoes, shell fishing debris, etc. ) . ' b. Solid Waste Quantities ' 1) General The amount of solid waste generated from within the service area varies significantly between the tourist and non- tourist seasons. Prior to 1987, estimates of the quantity of solid waste received at the landfill were not reliable. In June 1987, the Town installed a weighing scale in an ' effort to compile waste stream data. Prior to the scale's installation, the Town maintained daily records of the number of cars/pickups, packer trucks and commercial vehi- cles depositing waste at the landfill. * Anticipated quantity for the year 2010. 11 ' 4-1 — MB — MN MN r IN N En I E — 1 — r N MN 8 NB TOWN OF SOUTHOLD - CUTCHOGUE LANDFILL COMPOSTABLE MATERIAL SUMMARY (August 1887 - July 1988) Partially Compostabie 31% GARBAGE RUBBISH SLUDGE P t ci ,. elk ill -1 "�` . Easily Compos table f, li it i r .I y.� } 1 � ,, �-. �_ i AGRICULTURAL l i l t t ' j t '�i 1 1 ( . 1 1 1 t :; t ;r ; , ; 1 BRUSH 1 1 ' '• I ri LEAVES/GRASS IV i , 1 • 1 ; # , 1 i ,,,,,..,,,,,L,„.„ ...t... I , 1 , 11 I , I • ; • ; IlMGRO This data did not reflect information pertaining to the quality and type of waste entering the facility. 2) Present Quantities ' Since the scale became operation in July, 1987, the Town has been tabulating solid waste data by composition and quan- tity. A compilation of the quantities of various components ' of the waste delivered to the landfill (on a daily basis) , during the week of July 22 through July 27, 1987 is presented in Table 4-1. This data may be interpreted to reflect a typical weeks' generation of waste during the tourist season. Table 4-2 shows the weekly characteristics of the waste stream over an eight week period. This data is fairly representative of a typical tourist season (late summer to early fall) , and incorporates the peak Labor Day holiday. Table 4-3 shows the monthly characteristics of the waste stream over a twelve month period (August, 1987 to July, 1988) and demonstrates the waste stream characteris- tics during the transition from tourist to non-tourist seasons. Table 4-4 shows the monthly characteristics of the ' waste stream over the most recent one-year period (August 1988 to July 1989) . These values also indicate the off-peak periods during the winter months. 1 The following values reflect the volume of compostable waste currently generated within the service area and as proposed in the RFP to the composting vendors: PRESENT MEAN COMPOSTABLE WASTE QUANTITY 90 TPD RANGE OF QUANTITIES 55-125 TPD 11 Located in Appendix 8, the reader will find a comprehensive summary of individual materials which were weighed and iden- tified at the scale facility from August 1987 through 1 February 1988 . 3) Future Quantities aSouthold's projected solid waste quantities are derived by correlating the Town's current population growth with present per capita waste generation rates. In determining ' future quantities, a linear relationship is established between PREVIOUS population data (1985) from the Long Island Lighting Co. and the U.S. Bureau of Census with FUTURE popu- lation projections (2010) from the NYS Department of Environmental Conservation (see Table 4-5) . These demographic values represent the equivalent year round popu- lation. 4-3 • M MB - N - MB r S - 1 MI a - r EN MI a _ N TOWN OF SOUTHOLD SOLID WASTE QUANTITIES (DAILY BASIS) (WEEK OF 7/22/87 - 7/27/87) WED. THURS. FRI. SAT. SUN. MON 6-DAY TYPE OF WASTE 7/22 7/23 7/24 7/25 7/26 7/27 AVERAGE AGRICULTURAL 21 .05 0.72 0. 74 - 0. 16 0.20 3.81 BRUSH 14.93 9. 18 16.90 4. 19 6.66 38.04 14. 98 CONSTRUCTION DEBRIS 7.58 19.58 35. 53 10.21 1.84 1 .20 12.66 CONCRETE/BRICKS 16.07 1 . 10 2.25 - 0.33 3.73 3.91 CLAY 33.73 - - - - - 5.62 GARBAGE (HOUSEHOLD) 76.04 60.49 78. 72 87.70 44.32 60. 98 68.04 LEAVES/GRASS 4.82 1 .60 6.94 0. 16 0.23 2.30 2.68 LANDSCAPING 20.78 12.62 44.32 3.95 0.49 49.78 21 . 99 METAL 0.20 0. 16 0.09 0.21 0.55 0.66 0.31 '�' ' PAPER - - - - - - 0.00 " RUBBISH 2.51 1 .20 12.31 5.78 5.33 1.58 4.79 SHELLFISHING DEBRIS 19.83 10. 22 0.97 - - - 5, 17 SAND/FILL 57.56 104.03 87. 96 2.88 - - 42.07 TIRES - - - - - - 0.00 WOOD 1 .00 4.09 2.40 2.37 0.28 9.02 3. 19 TOTAL 276. 10 224.99 289. 13 117.45 60. 19 167.49 189.23 * SUBTOTAL 119.35 73. 19 115.61 97.83 56.70 103. 10 94.30 * Eliminates Construction Debris, Concrete/Bricks,e ris, o ncr ete/Bricks, Clay, Landscaping, Metal Shellfishing Debris, Sand/Fill , Tires, Wood D W I- m A 1- MGROUP ENGINEERS • ARCHITECTS • PLANNERS • SCIENTISTS I MELVILLE. N.Y. RIVERHEAD, N.Y. FAIRFIELD, N.J. M 1 NB - r - NM N 1 En E - - 1 all 11111 11111 11111 , • TOWN OF SOUTHOLD SOLID WASTE QUANTITIES (WEEKLY BASIS) (TONS PER DAY) 7-22-87 - 9-18-87 TYPE OF WASTE 7/22-7/27 8/1-8/7 8/8-8/14 8/15-8/21 8/22-8/28 8/29-9/4 9/5-9/11 9/12-9/18 AVERAGE RANGE AGRICULTURAL 3.8 1.2 2.6 2.5 4.4 2.5 4.0 4.1 3.1 1.2 - 4.4 BRUSH 15.0 17.6 29.8 12.8 15.8 14.0 12.9 12.2 16.3 12.2 - 29.8 CONSTRUCTION DEBRIS 12.7 17.0 20.1 44.1 72.3 12.8 18.3 15.6 26.6 12.7 - 72.3 CONCRETE/BRICKS 3.9 198.4 7.2 15.7 28.5 385.0 69.4 15.7 90.5 3.9 - 385.0 GARBAGE (HOUSEHOLD) 68.0 80.3 106.8 76.5 72.2 62.0 71.0 55.4 74.0 55.4 - 106.8 LEAVES/GRASS 2.7 3.8 9.7 3.9 3.0 4.8 4.6 3.9 4.6 2.7 - 9.7 LANDSCAPING 22.0 64.3 56.6 62.0 104.0 52.0 55.2 20.2 54.5 20.2 - 104.0 METAL 0.3 5.6 2.4 2.0 3.1 3.1 2.8 2.5 2.7 0.3 - 5.6 PAPER 0.0 0.1 0.1 0.5 0.3 0.1 0.0 0.0 0.1 0.0 - 0.5 RUBBISH 4.8 6.3 10.2 8.6 8.9 11.8 8.8 8.9 8.5 4.8 - 11.8 SHELLFISHING DEBRIS 5.2 7.5 13.6 15.0 10.5 6.7 10.6 5.9 9.4 5.2 - 15.0 SAND/FILL 42.1 65.0 134.0 41.7 64.2 14.0 2.8 83.0 55.9 2.8 - 134.0 TIRES 0.0 0.3 0.7 0.1 0.4 0.2 0.4 0.2 0.3 0.0 - 0.7 WOOD 3.2 4.4 4.0 1.9 2.8 4.2 3.6 1.9 3.3 1.9 - 4.4 I 01 TOTAL 183.7 471.8 397.8 287.3 390.4 573.2 264.4 229.5 349.8 * SUBTOTAL 94.3 109.3 159.2 104.8 104.6 95.2 101.3 84.5 106.7 * Eliminates Construction Debris, Concrete/Bricks, Landscaping, Metal Shellfishing Debris, Sand/Fill, Tires, Wood • • J CO r m 4 . I . N I2MGROI IP ENGINEERS • ARCHITECTS E • PLANNERS • SCIENTISTS N.J. TABLE 4-3 TOWN OF SOUTHOLD SOLID WASTE QUANTITIES (MONTHLY BASIS) Average 'Jail-, we:;;nt by montn ;TPD 8/87-7/38 1rcca : eta a e Aug. '87 Sept. 87 Oct. 6 Noy. 87 Dec. 87 Jan. "88 Feb. 88 Mar. 88 Apr. 'ES 1a 95 Ju: . 88 ,;u: S` Avg. % c• 'cta I' _ 8/1-6/28 8/29-9; 9 9/30-10/26 1 29-11/2, .1/ i 12: -1/1 /28-2 2125-3i2, 3;24-4i20 4/2i-5/25 5; 6-0/2_ 6/23-7127 DATES .NAL _ �� 1f i c ' 26'1'/30 'r ZI '7 21 Z T c c � �n v ,.. Agriculture '2.69 3.66 3.50 3.32 2.75 3.85 2.64 2.56 2.63 0.3E 8.06 0.41 3.04 1.47 Brush 13.80 12.52 14.41 11.03 4.27 1.26 3.10 13.39 12.97 13.48 14.67 14.39 10.82 5.25 Construction 38.38 17.60 22.39 7.87 20.64 12.50 17.53 23.97 22.61 17.67 26.58 21.47 20.77 10.08 Concrete/Bricks 62.45 105.06 11.13 7.3C 9.12 1.72 1.82 9.13 4.57 11.74 14.59 12.79 20.95 10.17 Household Garbage 83.95 53.00 47.25 44.58 39.40 37.62 33.53 39.57 43.69 45.68 52.05 58.31 43.22 23.41 Leavesdrass 5.10 4.18 6.88 21.45 11.95 0.26 0.68 7.77 18.23 10.04 9.98 5.66 8.52 4.13 Landclearina 71.73 31.66 25.57 49.02 25.68 7.74 12.17 40.18 60.3E 30.51 32.71 53.19 36.71 17.82 Metal 12) 3.28 2.84 3.16 2.60 2.36 1.08 1.97 1.32 4.64 1.77 2.00 2.10 2.42 1.18 Paper (2) 0.25 0.05 0.01 0.00 0.01 1.23 2.23 3.06 1.09 0.00 1.13 0,81 0.82 0.40 Rubbish 8.50 9.76 7.92 17.25 8.22 7.21 9.42 19.12 22.03 27.14 17.93 17.95 14.37 6.98 Sand/Fil1 76.23 27.03 11.09 3.16 33.65 45.57 1.95 23.90 80.70 26.25 26.20 38.71 32.87 15.96 Shellfish Debris 11.65 7.42 4.35 0.50 0.10 0.00 0.00 0.00 0.00 0.05 0.44 0.57 2.09 1.01 i': Sludge 0.00 0.00 1.03 1.44 8.45 0.19 0.31 0.42 3.31 2.28 1.45 2.35 1.77 0.86 Tires 12) 0.38 0.30 0.24 0.31 0.31 0.12 0.00 0.01 0.43 0.00 0.44 0.02 0.21 0.10 Wood 3.28 3.09 2.30 1.47 0.39 0.42 1.07 3.04 5.23 3.4E 2.84 2.44 2.42 1.18 Total incoming 381.67 278.17 161.23 171.30 167.24 120.77 98.42 187.44 282.49 1190.45 211.07 231.69 206.00 100.00 Cospostable (1) 114.29 83.17 81.00 99.07 75.05 51.62 51.91 85.89 103.95 98.98 105.27 1)0.38 87.55 42.50 Outgoing Waste a Recyc. Metal 3.28 2.84 3.16 2.60 2.30 1.08 1.97 1.32 4.64 1.77 2.00 2.10 2.42 Recyc. Paper u.25 0.05 0.01 0.00 0.01 1.23 2.23 3.06 1.09 0.00 1.13 0.81 0.82 Recyc. Tires 0.38 0.30 0.24 0.31 0.31 0.12 0.00 0.01 0.43 0.00 0.44 0.02 0.21 j'' Total recycled 3.91 3.19 3.41 2.91 2.62 2.43 4.20 4.39 6.16 1.77 3.57 2.93 3.46 Percent of total 1.02 1.15 2.11 1.70 1.57 2.01 4.75 2.34 2.18 0.93 1.69 1.26 1.89 Il) Includes Agricultural, Brush, Household Garbage, Leaves/Grass, Rubbish, Sludge and Paper (2) Metal (until 12188), Paper and Tires (until 12/88) only measured as outgoing material; amount incoming must at least be amount outgoing Illi:. • , I1itGR0UP ENGIMELVILLENEERSN.Y. • ARCHITECTS • PRIVERHEAO.LANNERSN.Y. • SCIENTISTS • SURVEYORS , FAIRFIELD, N.J. 1 4-6 ' t • TABLE 4-4 TOWN OF SOUTHOLD li SOLID WASTE QUANTITIES (MONTHLY BASIS) t Average daily 4ei,ht by aonth :TPD) 8/8E-7/8c 8'97-- 3° incoLlnc 4aste Aug. '88 Sebt. 38 Oct. 9E ^ov. 88 Dec. 36 :aa. 39 Feb. '99 Mar. 89 Aar. 8; 'a, '89 Jun. 8; L.. 94 Avg. gtdl Avg. 6 at Total DATES 1NCL 7/_6-8/3. Y l-1i`/: 106-11/2 11/3-11!30 12/1-12;3: Ti1_1,31 21-2/28 -.128 J/1-3/31 4/1-4/30 5/1-5/31 I.-c131 611-6/„ G ?i?-9J3 • Agriculture 2.55 4. 12 2.07 - 1.36 . 1.70 - 5.64 3.52 2.45 2.4C 0.40 0.02 0.10 ' - x.19 1.28 2.61 1.41 Batteries 0.10 0.00 0.16 0.00 0.00 0.00 0.00 0.00 0.19 0.00 0.24 0.00 0.06 0.03 0.06 0.03 Brush 12.04 14.02 16.84 6.99 6.92 5.82 5.71 8.73 9.36 7.75 10.12 11.43 9.64 5.61 9.75 5.26 Clean-up Debris 0.00 0.00 0.00 14.79 0.00 0.00 0.00 0.00 9.15 26.13 0.00 0.00 4.17 2.43 4.17 2.25 Construction 26.22 53.84 38.92 32.35 27.50 16.37 15.83 18.44 19.34 20.60 23.51 23.63 26.38 15.36 22.59 12.19 Concrete/Bricks 15.36 5.17 45.76 10.25 5.59 4.05 4.24 7.36 3.97 5.27 4.65 3.70 9.51 5.60 15.13 8.17 Household Garbage 58.89 51.27 46.25 40.8t 26.59 38.73 34.02 38.87 54.67 48.43 47.02 61:.61 45.52 26.50 44.34 23.94 eaves/Grass 4.59 4.12 7.60 29.14 5.3C 3.50 1.33 2.40 1.66 0.84 0.35 2.39 5.27 3.07 6.79 3.67 Landciearing 47.68 31.71 40.53 49.10 60.04 12.10 10.48 22.80 26.13 21.27 13.94 10.40 28.85 16.80 32.35 17.46 Metal (2) 2.41 2.19 3.15 1.80 3.99 0.70 0.61 0.95 0.97 0.38 1.04 1.17 1.61 0.94 1.97 1.06 Paper (2; 1.27 1.72 1.92 1.11 0.86 1.43 1.59 0.80 1.07 1.00 0.92 1.89 1.30 0.76 0.98 0.53 Rubbish 15.37 13.79 15.66 12.81 10.55 6.34 4.27 4.90 7.66 6.08 6.28 5.92 9.14 5.32 11.51 6.21 Sand/Fill 34.37 33.57 ^1.36 5.66 16.21 21.30 8.44 47.93 6.09 75.04 8.70 12.93 24.72 14.39 28.26 15.25 Shellfish Debris 0.15 0.01 .46 0.32 0.04 0.00 0.00 0.00 0.00 0.05 0.01 0.22 0.11 0.06 1.09 0.59 is Sludge 2.01 1.48 1.32 0.00 0.49 0.35 0.15 0.89 0.79 0.49 1.04 1.50 0.88 , 0.51 1.26 0.68 1 Tires (2) 0.35 0.3o 0.51 1.05 0.82 0.08 0.15 0.11 0.18 0.21 0.24 0.00 0.34 0.20 0.28 0.15 Wood 1.47 2.52 1.59 2.79 5.90 0.47 0.31 1.54 1.72 1.32 0.97 2.12 1.89 1.10 2.07 1.12 Woodchips - - - - - - - 0.12 0.10 0.00 0.06 0.13 0.08 0.05 0.06 0.03 7145.58 100.00 Total incoming 224.83 219.79 249.11 10.38 172.5c 116.81 90.64 158.30 215.25 119.10 138.14 171.76 100.00 185.26 i;, Compostable (1) 96.71 90.42 91.67 92.26 52.42 61.80 50.59 59.17 77.82 64.98 65.81 83.97 74.02 43.09 77.30 41.73 Outgoing Waste Recyc. Batteries 0.10 0.00 0.16 0.00 0.00 0.00 0.00 0.00 0.19 0.00 0.24 0.00 0.06 0.06 , Recyc. Metal 2.41 2.19 3.15 1.80 2.38 4.10 0.74 1.63 0.55 3.33 1.34 1.00 2.05 2.19 Recyc. Paper 1.57 1.72 1.92 1.11 0.86 1.43 1.59 0.80 1.07 1.00 0.92 1.89 1.32 0.99 Recyc. Tires 0.35 0.36 0.51 1.05 0.00 0.53 1.05 0.59 0.00 0.42 0.42 0.43 0.48 0.33 Total recycled 4.43 4.26 5.74 3.97 3.23 6.06 3.38 3.02 1.81 4.75 2.91 3.32 3.91 3.57 Percent of total 1.97 1.94 2.30 1.89 1.87 5.19 3.73 1.91 1.24 2.21 2.44 2.41 2.27 1.93 (1) Includes Agricultural, Brush, Household Garbage, Leaves/Grass, Rubbish, Sludge, Paper and Woodchips (2) Metal (until 12/88), Paper and Tires (until 12/88) only measured as outgoing material; amount incoming must at least be amount outgoing I-12MGROUP ENGINEERS • ARCHITECTS • PLANNERS • SCIENTISTS • SURVEYORS MELVILLE. N.Y. RIVERHEAD, N.Y. FAIRFIELD. N.J. - 4-7 .1 i r r r r r — Mr — Mr r r r r In r r r r r PAST, PRESENT & PROJECTED POPULATION LEVELS: CUTCHOGUE-NEW SUFFOLK, TOWN OF SOUTHOLD & SUFFOLK COUNTY ANNUAL POPULATION Location 1950(1) 1960(1) 1970(1) 1980(1) 1986(2► 1987(3) 1990(4► 1995(4) 2000(4) 2005(4) 2010(4) Cutchogue-New Suffolk NA NA 2,718 2,788 2,914 2,964 -- -- -- -- -- Town of Southold 11,632 13,295 16,804 19,172 20.545 21,003 22,450 23,450 24,100 25,100 26,100 (includes Cutchogue- New Suffolk population) Population Increase 1,663 3,509 2,368 1,373 458 1,447 1,000 650 1,000 1,000 (Percent Increase) 14.3% 26.4% 14.1% 7.2% 2.2% 6.9% 4.5% 2.8% 4.1% 4.0% CO Suffolk County 276,129 666,784 1,127,030 1,284,231 1,321,518 1,355,034 1,395,458 1,468,017 1,527,466 1,574,247 1,614,631 (1) U.S. Census data (2) Long Island Lighting Company, January 1, 1986 estimate (3) Long Island Lighting Company, January 1, 1987 estimate (4) Population Projections - 1985, published by the NYSDEC as part of the NYS Water Quality Management Plan CO r r� 1-12 GRO{ P MNVGINEERS • ARCHITECTS EAD. PLANNERS • SCIENTISTS 1-12MGRO.,P 1 1 This relationship was then linked to the most recent data depicting the amount of solid waste generated per person per year. The following values reflect the anticipated compostable waste quantities at the end of the facilities "20-year life" 1 in the year 2010: FUTURE MEAN COMPOSTABLE WASTE QUANTITY 120 TPD RANGE OF QUANTITIES 70-150 TPD 1 C. QUALITY OF WASTE ' The composition of solid waste serves as a fairly reliable indi- cator of its input quality for composting purposes. Figure 4-2 is a companion chart to the Compostable Material Summary described earlier as Figure 4-1. Figure 4-2 shows the 1 quantity of those materials which are deemed Easily Compostable and will enter the facility in a pre-sorted state. Figure 4-3 is another companion chart to the Compostable Material Summary and 1 indicates the amount of material which is Partially Compostable and will enter the facility in a non-sorted or mixed state. Included in this figure are the quantities of sludge which were 1 generated by the Southold Scavenger Waste Plant and Greenport Village Sewage Treatment Plant during the same time period. Figure 4-4 represents a complete summary of the entire solid 1 waste stream from August 1, 1987 to July 31, 1988. Incorporated within this chart and identified as a separate item is a more detailed composition breakdown of household garbage and rubbish. 1 In short, the facility will process the garbage and rubbish in addition to other components which are indicated on the pie-chart as brush, leaves, grass, paper and agricultural waste. 1 Table 4-6 indicates the primary components of the categories identified in the previously discussed charts and tables. Table 1 4-7 contrasts the components of Southold's Solid Waste Stream with that of the Environmental Protection Agency (EPA) estimates. Also included is an approximate % moisture content anticipated for each classification. 1 1 1 4-9 M N M MI M N M M = I M MI MN M M M W OM W TOWN OF SOUTHOLD - CUTCHOCUE LANDFILL EASILY COMPOSTED MATERIAL SUMMARY I (August 1087 - July 1988) 100 - A fi Paper V 0 80 _ ..M..Lsaaw/Araas.....,.... T %/ Brush Oe Agricultural S 60 _ 1111 IIP 1A 40 I I,; / -iii 1' 'Hi M u�t . u: ..rt •. ���s M �I■■ uiu rag {20 �.. ... �!1l�... �l� /... ._ ••• ... ... ... = i•• N r / / •...• ,--,,,e. 1,..),, ,f,... ..., . ,.. v""...i.. P. , ,, .., _ . ,." 4 ,,',..:.„. 0 - r i 1 '"i 1 - -r- 1 AUG SEP OCT NOV DEC JAN FEB MAR APR MAY JUN JUL MONTH 0 m 1 I N 112 GRC)UP ENGINEERS • ARCHITECTS • PLANNERS • SCIENTISTS • SURVEYORS MELVILLE. N.Y. RIVERHEAD. N.Y. FAIRFIELD. N.J. 1 NM IIIIIII OM OM NM M 111111 OM 1111111 N. N. wewil airE. ow EN N • TOWN OF SOUTHOLD CUTCHOGUE LANDFILL PARTIALLY COMPOSTABLE MATERIAL SUMMARY (August 1987 - July 1988) A 120 V G 11111110iv 1 100 T 0 in N 80 • >} 72, !I H ,h4 ',1,o-..�` I/ -,.4,,,,, . .�Y • ,rr 1 Y 4,0 •• •• • . ••• r••• ;��`Cr. •••• .1 Ab••• /• ••• YP^�-ice••• tt,t^••• );t• ••• T1...i.:' X," i 'cam a�, , ... .fi •' •••! :).-t. A �h1a i• 'V r � 1 R 3 1aYx. .),Af "• ,ti. 1,' . • � .!41` yti^ wt . ��_ • / . y ' ,"jL 20 c - ti -Al ,i'ilza', I-. , Of 0. , ' 1 .,•'.....i .7,:`,1U 4ii.,..)-2. ).,1 • T 0 .%i! .i..: v.„1„,,,,, It..ye.a^ `?' `i ,•''-:1 'K r...,q . ` 44 tl.- `i 1 H TL ,r r C f r'. AUG SEP OCT NOV DEC JAN FEB MAR APR MAY JUN JUL MONTH Garbage Eai Rubbish nig Sludge -Ti 0 c 30m 4 1 c) 1 0-12MGROUP ENGINEERS • ARCHITECTS • PLANNERS • SCIENTISTS • SURVEYORS MELVILLE. N.Y. RIVERHEAD. N.Y. FAIRFIELD. N.J. NS NM I r NM NB r — — V r N MN MB I r — In IMO TOWN OF SOUTHOLD - CUTCHOGUE LANDFILL TOTAL WASTE STREAM SUMMARY August 1987 - July 1988 Composition of Garbage • ' OONORETE/BRIOKB a OONSTRUOTION DEBRIS TIRES AGRICULTURAL .������. q -acetate •••••••••••••••. SLUDGE ------ Aoctttee •••••••••••••4.4,••••••1.1` ' ,•••••••••••••••••••••••••••, ILiim ke`r #fabierV�ed METAL i,1•"•••••••••• / ����'� Metal • ••••••••� Feed Ptaetfe HD '' �; � in► ` ' Ateee'BAND/FILLp1jjIc(?W/ '/ � RUBBISH// WOOD \ , • a , ha. z : r'. ‘ PAPER .; LANDSCAPING BRUSH, LENES/GRASS SHELLFISHING DEBRIS x Composition derived from 'Charaottrrlsatlos of Municipal Solid Waste In the U.B. (1060-2000)', c Update i90S by Franklin Associates Ltd, Kansas March 1951 m I 1 A IMGROUD ENGINEERS • ARCHITECTS • PLANNERS • SCIENTISTS • SURVEYORS MELVILLE, N.Y. RIVERHEAD. N.Y. FAIRFIELD. N.J. 1 F12MGROUP 1 TABLE 4-6 1 PRIMARY CONSTITUENTS OF CATEGORIES OF MIXED MUNICIPAL REFUSE I CATEGORY DESCRIPTION Agricultural Potatoes, Vines, Berries, Grapes Brush Brush, shrub trimmings, branches Leaves/grass Grass clippings, leaves, twigs Construction debris Construction & demolition material Concrete/bricks Concrete, bricks Garbage/rubbish Household waste, food, textiles Landscaping Dirt, bushes, tree trunks Metal Cans wire, scrap iron, steel , aluminum Paper Newsprint, paperbags, cardboard, scrap paper 1 Shelifishing Debris Shells, clams Sand/fill Sand, dirt, clay, stones, dust Sludge Sludge from wastewater & scavenger waste treatment plants Tires Tires, rubber Wood Scrap lumber, rotten wood I I 1 i I 1 11 4-13 f-12MGROUP I IITABLE 4-7 IIMUNICIPAL REFUSE COMPOSTION 1 (PERCENT BY WEIGHT) ESTIMTED PERCENTAGE II CATEGORY RANGE COMPOSITION EPA MOISTURE Paper 25-45 38 34 .9 5 Plastic 2-8 8 3 .8 0 IIRubber & Leather 0-4 2 2 .6 10 Textiles 0-4 2 1.7 10 II Wood 1-4 4 3 .8 7 Food 6-26 8 14 .9 70 II Yard 0-20 17 16 .3 70 Glass 4-16 9 10 .5 0 I Metal 2-11 10 * 9 . 8 0 Miscellaneous 0-10 2 1.6 2 IITOTALS 100 .0 100 IISOURCE: 1. EPA reports andP ercent moisture data from Handbook of Solid Waste Management by David Gordon II Wilson (1977) , and Multi Town Engineering Report by M&E/H2M (1979) , respectively. I 2 . Estimated composition data from Franklin Associates, Ltd. . Characterization of Municipal Solid Waste in the United States from 1960 to I2000. Update (1988) * Metal in this category includes both 8% ferrous plus 2% non- ' ferrous metals II I II 4-14 I11MGRO,D i 5. SLUDGE SAMPLING ANALYSIS ' The proposed composting facility will accept municipal sludge from two sources. Both the Greenport Sewer Treatment Plant and 1 the Southold Scavenger Waste Treatment Plant combined, currently produce approximately 800 lbs of dry sludge (30% solids) on a daily basis. Both facilities service residents, commercial ' businesses and small industry located within the Town of Southold exclusively. The Greenport Sewer Treatment Facility (STP) is presently accept- "' ing approximately 400, 000 gallons of domestic, commercial and industrial sewage daily. As a result of the treatment process, approximately 590 dry pounds of sludge are produced per day*. The Southold Scavenger Waste Treatment Plant (SWTP) is presently accepting approximately 17, 000 gallons of domestic and commercial septage daily. As a result of the treatment process, 216 dry pounds of sludge are produced each day. Based upon current treatment efficiency, this value will increase to 292 dry pounds of sludge each day at the maximum inflow capacity of 23, 000 gpd. ' A sludge testing program was conducted in an effort to determine the quality of the sludge for use at the facility. The data for the six-month period (September 1988 through February 1989) is ' presented in Table 5-1. These values are indicative of typical sewage sludge. The high levels of copper may be attributable to the use of copper pipes in home water distribution systems and the tendency of the copper element to accumulate. ' Pragmatically, the values of copper indicated above demonstrate that both facilities combined produce less than 2 lbs of copper 1 each day. This loading, when factored into the anticipated compost production of 60 tons of material per day, yield an average concentration of 0. 000017 lbs of copper per pound of compost material. According to 6 NYCRR 360-4 .4 (f) , the maximum hydraulic loading of compost material must not exceed 16,000 gallons (2140 cu. ft. ) per 1 acre in a 24 hour period. Assuming a compost density of 50 lbs/cu. ft. ; the theoretical maximum amount of compost that could be applied to a one acre parcel is approximately 53 .5 tons in one ' day (Approximately 1/2-inch cover over the entire acre) . This application rate translates to 1.78 lbs of copper per acre per application. * H2M Comprehensive Performance Evaluation for Greenport STP, June 1988. ' 5-1 Umm 1 1111 n 1111|N 1„11.1.JU�R1|||L 1UNUliljblN111111A.|N1LJ& h ... ��. ..� VIII ill N UU.J.-I~.L|nI.m'�-- 1 Im��mm..1 Illu,~" �°"�""1 ^�-^~-~ - ~---^--- . TABLE 5-1 � ---- , \ TABLE 5-: � SOUTHOLD SLUDGE TESTING RESULTS ' September 1988 - February I989 ,- . September 1988 October 1988 November 1988 mg/kg ppm mg/kg ppm mg/kg ppm Total Solids (Dry Wt) Total Solids (Dry Wt) Total Solids (Dry Wt) NYSDEC Part 360 ------ --- --- - --------- - Allowable limits 4% Solids 9% Solids 2% Solids 5% Solids 5% Solids 6% Solids . Constituents for sludge Scav STP Scav STP Scav STP _______ _____________ _ _ _________ _ _ ______-_ • Mercury 10 0. 06 0. 04 0. 20 0. 05 <4.00 <0. 30 Cadmium 25 11 . 00 5. 00 5. 85 7. 20 7. 20 2. 00 Nickel 200 <50. 00 30.00 13.80 22. 80 38. 80 13. 20 Lead 1000 237. 00 185. 00 75.00 36.40 162.00 140. 00 Chromium 1000 56. 00 35.00 32.00 32. 00 62.00 10. 70 � Copper 1000 2100. 00 1800. 00 1560. 00 2360. 00 3140.00 1730.00 Zinc 2500 1900. 00 1200.00 1190. 00 1096.00 3130. 00 608.00 TKN -- 63675. 00 32700.00 26000.00 33340. 00 32700.00 53500.00 Ammonia -- 4925. 00 3678. 00 10300. 00 4400. 00 9100.00 4250.00 Nitrate -- 5. 00 4. 40 <5.00 2. 00 80.00 ' 166.00 Nitrite -- <2. 50 <1. 10 <5.00 2. 00 <40.00 <34.00 Total Phos -- 380. 00 220. 00 680. 00 212. 00 8260.00 2550.00 � Potassium -- 1690. 00 650. 00 1100.00 670. 00 1180.00 803.00 1 . pH -- 7. 00 4. 60 6. 60 7. 40 6.90 5.50 PCB 's 10 <6. 00 <3. 00 <8. 00 <4. 80 <4.80 <4. 50 . December 1988 January 1989 February 1989 mg/kg ppm mg/kg ppm mg/kg ppm Total Solids (Dry Wt) Total Solids (Dry Wt) Total Solids (Dry Wt) NYSDEC Part 360 -- ---- ------- - Allowable limits 38% Solids 40% Solid 18% Solids 89% Solid 32% Solids 24% Solids Constituents for sludge Scav STP Scav STP Scav SIP ___ _ __ ____ ____ _ ___ ___ _____ __ . Mercury 10 9. 00 3. 30 6. 10 16. 00 3.90 6. 50 Cadmium 25 16. 80 7. 30 21 . 10 9.40 15.00 7. 90 Nickel 200 32. 10 17. 00 30.60 21 . 50 31 .60 18.80 Lead ' 1000 316. 00 225. 00 222. 00 190. 00 241 .00 192. 00 Chromium 1000 53. 90 28. 00 81 . 20 26. 00 69. 20 31 . 30 Copper 1000 3260. 00 1900. 00 3520. 00 1840.00 3100.00 2070. 00 Zinc 2500 2590. 00 924. 00 3470. 00 959. 00 2840. 00 1000. 00 TKN -- 27013. 00 28574. 00 29267. 00 32200. 00 26300. 00 40800. 00 Ammonia -- 1820. 00 4350. 00 3330. 00 1910. 00 1910.00 5340. 00 Nitrate -- 324. 00 <5. 00 <4.00 <4. 00 19. 80 15. 60 Nitrite -- <6. 00 <5 00 <4 00 <4 00 <9 90 <7 80 ' ^ ^ ^ ^ ^ ^ { Total Phos -- 10400. 00 3900. 00 12500. 00 4100. 00 13000. 00 13300. 00 Potassium -- 0. 60 0. 38 0. 70 1 . 50 1 . 80 2. 30 pH -- 7. 00 7.20 7.50 6. 80 6. 80 6. 40 PCB 's 10 <0. 24 <0. 32 <0. 48 <0. 24 <0. 16 <0' 3:3 � . ` �- a� - Southold Scavanger Waste Treatment Plant; Design Flow 23,000 GPD; Actual Flow 12,000 GPD STP - Greenport Sewage Treatment Plant; Design Flow 500,000 GPD; Actual Flow 400,000 CPD , < - Indicates a value less than the number indicated ENGINEERS • ARCHITECTS • PLANNERS ^ SCIENTISTS • SURVEYORS~ IIU�� wcLwLLE. w.Y. mvcm°cxo N.Y. rxowIELu N.J. ~~~~.. � .~ ~ 5-2 - . i ` • . , 1-12MGROUP 1 Assuming two applications per year per acre, the total amount of 1 copper introduced in the soil from the sludge amendment is approximately 3.6 lbs/year, well below that permitted for prime agricultural soils (75 lbs/acre/year) as per 6 NYCRR 360-4.4 (g) . 1 After construction of the compost facility, the vendor who will be operating the facility will periodically sample the incoming sludge to maintain quality control of the product. 1 1 1 1 1 I 1 1 1 1 1 1 1 5-3 li 11-12MAGRO„P I 6. CONTINGENCY PLAN II The purpose of this section is to outline the procedures and I options which the Town will pursue in the event of an emergency. The Contingency Plan is divided into subsections, each 1 posing a different emergency scenario. Within each subsec- tion, all reasonable remedies are outlined so that a method- ical solution will be implemented. As with any emergency, II situations arise which cannot be anticipated. In the event such an occurrence which is not discussed hereto, common sense will dictate the plan of action. II The Town places public health and safety paramount in evalu- ating all remedial alternatives. Should a threat to public heath and safety exist, the appropriate governmental body 1 will be contacted for guidance to both minimize risk and ensure a safe and effective remedy. In this section, the reader will find an Organizational Chart (Figure 6-1) I outlining the appropriate hierarchy of officials to be notified. I a. COMPOST 1. Market Failure IShould a lull in the market or no market be available for the proposed compost product, the material will be I stockpiled in a temporary storage facility on site. A 90 day surplus storage area is incorporated into the facility's design in anticipation of such an occur- rence. IIOne alternative in the absence of a compost market is to utilize the compost as daily cover for Southold's 1 own landfill or to export the compost to other munici- palities for similar purposes. As an additional alternative, the compost material may I be disposed of in the Town's own landfill. However, this alternative is not favored, as the facility would in essence be utilized solely for volume reduction. II 11 II II 6-1 r ME r - - - MIN - - rr r - - - r - - IBM r TOWN OF SOUTHOLD COMPOST FACILITY AUTHORIZED EMERGENCY PERSONNEL ORGANIZATIONAL CHART FACILITY OPERATIONS MANAGER VENDOR EXECUTIVE LOCAL EMERGENCY RESPONSE TEAM TOWN SUPERINTENDENT FIRE, POLICE, AMBULANCE OF HIGHWAYS rn SCDHS TOWN ENGINEER ' TOWN SUPERVISOR NYSDEC NYSDEC NYSDEC AIR DIVISION WATER DIVISION MSW DIVISION -n II II tGROUl ENGINEERS • ARCHITECTS • PLANNERS • SCIENTISTS • SURVEYORS fn IAELVILLE, N.Y. RIVERHEAD, N.Y. FAIRFIELD. N.J. 111MGRO b. POLLUTION 1. Air: ' Odors/Gases/Particulates All emissions released into the atmosphere from the composting operation will be filtered through air pollution control apparatus. In the event any poten- tially harmful types or concentrations of gases, particulate or dispersions are detected in the ' atmospheric discharge which exceed acceptable limits, the process causing the discharge will immediately cease operations. The operator will then notify a duly authorized representative from the Town who will in turn notify the authorized state representative within twelve hours. The operator will correct any malfunc- tion which caused or contributed to the release. Upon 11 remediation of the deficiency, and subsequent to state approval, the facility will again become operational. The Town shall closely monitor all atmospheric ' discharges and processes related to the prior release on an hourly basis for 24 hours subsequent to comple- tion of the repair. A report detailing these findings, reasons for the release and all remedial measures shall be submitted to the authorized state representative. Dust In an effort to mitigate the impact of any non-harmful particulate or dust releases, all enclosed processing I buildings will be ventilated and the air passed through a biofilter QA multi-stage scrubber. In addition to the above, regular housekeeping practices will reduce the chances of dust accumulation and migration throughout the entire site. A water truck will spray trafficked roadways. The tipping floor will be swept daily and any dust problem result- ing from the use of conveyors will be rectified through the use of covers negative pressure ducts and/or mist ' sprays. Lastly, the facility is buffered by tree growth to the south, east and west. The tree line acts as a natural filter to minimize any off-site dust migration. I I 11 6-3 1112MG2O,, t 2 . Water ' Groundwater Contamination/Spills ' All regularly anticipated groundwater discharges will be regulated in accordance with ECL Section 17-505. As an additional precaution, all appropriate refuse stor- age areas will be designed to prevent discharge and/or 1 leakage into groundwater in accordance with 6 NYCRR 360. I In the event a spill occurs which releases significant amounts of harmful pollutants, or if the facility is found to be contaminating the groundwater or posing a ' significant threat to public health; the operator shall notify the Town within 24 hours following the alleged release. The Town will in turn notify an authorized state representative within 24 hours of the spills confirmation. Following notification, the Town will prepare a remedi- ation plan which will discuss all options available to the Town. The plan will address options to eradicate the existing, and prevent future contamination. Such options will include implementing both source and migration control in accordance with the USEPA handbook entitled "Remedial Action at Waste Disposal Sites. " ' Surface Water Contamination There are no surface water bodies located within one mile of the proposed facility. Therefore, no such threat exists. Noise Most of the noise generated from the use of on-site equipment will be retained in buildings at the receiv- ing and proceeding areas. Any excessive noise escaping the buildings will be attenuated through the surround- ing vegetative buffer, thus reducing any adverse noise ' impact on the surrounding environment. Blowers for the building ventilation system are to be located under- ground in a concrete bunker with the compost/soil filter used as the bunker covering. I I 6-4 HI1GRO . c. FACILITY 1. Equipment Failure In the event of a process equipment failure which poses a potential threat to the facilities continued operation, the operator shall immediately undertake to repair the malfunction. Within 24 hours of such break- down, the operator will notify a duly authorized Town representative of the event, attempts to correct the deficiency, and the estimate of the repair's duration. Should the malfunction impede the facilities operation and the repair take longer than the 3 day emergency storage capacity of incoming waste; the Town shall notify a duly authorized state representative from the Department of Environmental Conservation (DEC) . Upon notification, the Town will commence landfilling any ' material which is authorized to be deposited within 6 NYCRR 360 until such time as the malfunction is corrected. 11 Upon completion of the repair, the Town or their authorized representative, will draft an "after action report" to the DEC outlining the events leading up to and during the malfunction; methods used to remedy the equipment failure; and precautions implemented to prevent such failure in the future. ' Hazardous material which has entered the facility and was previously undetected at the scale house, shall be I handled and disposed of in accordance with all appro- priate Federal, State and local laws. Upon detection of such a substance and its hazardous ' potential, the material shall be contained, transported and disposed of by a licensed contractor certified to perform such activity in New York State. 2 . Fires ' The Southold Volunteer Fire Department is located on Main Street approximately 1. 5 miles from the compost facility. The Cutchogue Volunteer Fire Department is located on New Suffolk Lane in Cutchogue approximately one mile from the facility. Both stations are depicted on the Site Location and ' Emergency Route Diagram (Figure 6-2) . All appropriate emergency personnel have been notified of the proposed facility's potential construction as have the Suffolk I 6-5 �I FIGURE 6-2 ' ii 1.1 VILLAGE OF R DAN P $ -� 2" Orient East ' 9a�'L�P.int �' Orient o.c.a, CUTCHOGUE LANDFILL GREENPORT P.D. Mar►on 1 o cw Lofve SOUTHOLD U T H O L D •Qysrerpond :p �o BEACH '/ (516)477-0160 ►:la :::11:::::e5.tv'T4.- HiSl. Had BAYSITE LOCATION & EMERGENCY ROUTE . TOWN HALL Inlet ' ' 1e�peters Nec MARION Qrient Beoch I.S'rlgtcOR/ENT pt tiGreenport e + erCleoves Pt be- State Park �, Park •�4�j ‘ v* HARBORo^y SOUTHOLD F.D. r'rE p . Beach Pt Ion• Bea h Pt Horton HASHAMOMUC °� z1 o" fOn;•�• EASTERN L.I. HOSPITAL ii (516)765-3385 Pt Po a-Xb s� \t9 ,li \ Hort 4.4 `•,‘La• d` (516)477-1000 >, Lighthouse R• R°. 1: Shelter' SOUTHOLD P.D. �� '° Rd' k•%w; lhelt----- Shelter/ ``1j 0 1 2 3 1 S '11+ Petionrc ° o et„o^ •� lel h S a t • (516)765-2600 Dunes_ !`e� /S., GARDI HER. SCALE IN MILES F or ys�!,` e'" Jennings Is! Ad ! n _ a '9 • Ra i . w� Pt 1 ,, .A or, O am I BA Y `y s4, a Beixedon S1 y �F Go• •'th Inlet Pork ;` : c� ® So)ut •!d Estates `9O O��i s i,�,cE r dIA O6 Gose o�e}Pine ° 7T (�`tn PECO, NIC AMBULANCE d` , `°% 8.: 12.6eOCR r HOs��� O. SOUND o (516)722-$2$2 Lj,`a "z, � �P, ;,82.7:4:44:e 11,, N ea ` �� Rd �'aQ '• '� =v a �' w wECK sMf,- f_Ra, ��e O a - !a ,e� vi t. re�� Ne.t, ,ABR eov£ Nichols Pt �ol� c .! eQa E °a �Baywew: F 0 4 oy, �� '� ,Fy j , Oee9 '<d ; Cutchogue• °v s, Laughing Rv, \Q ISLAND S Cedor Point Park MATTITUCK Ir.LE ! e� 4. a - aene 'India Rd Waters O CENTRAL SUFFOLK HOSPITAL _terve Ie % ' .66\e, � r ��`kHo6 NECK BAY GN o O • 0 Ca„I �.,L �.., �� �` O -Na sau farms ` North Cedor Pt PDD ALEWIFE rC il (516)548-6000 M T/TUCK CREEK; mom '..• � eu 'c :� v�� I NOYACK Haven c • $ommysNORTHWESTore Acres I 9 a , <•� _ �n little BAY P-nins`lo 3.3 HARBOR ., • Beoch;® • • Ho m Moshomack Pt w1AP.13 e.-, ops a • Roanoke Pt ,� e�0en' a. C=.ors a. Neck lessu `wy - .61 0\dv?P-9fL N \C) o• Avg M f I Sull ko = Nl • LITTLE T L E Neck MOrron Na;ul r!c, • Nort Havenla �' ✓P Nev+ % °• Barcelona O `00 THREE =�• assau ildlife Reluge Pt ' ,? St10re�� 9` t� and .� ,�/� , t`__ .v CUTCHOQUE �� PECON/C 1t HARBOR •C o NILE jWoodcIIff 0 •• Park o ,0 .1�, River •• (� �! 1.4 �'•�_LAr EL �MattituckA -se HAR80R;le! ® BAY 2 J r.,::n acid 4 .4,r••rlc < -' •e I U O •, ••. - a ��. ., J• '• Th Milt 5° thvi/!e� •d r --Who ` �;c ' h., of. a lig 1 cp • `� ������` \ -...0y� tea• �^ m�r .. `" ! °�o'' W�, : 9'�-� -�_:„ %-s4 H root �,�- c \ • 21 I.S a Nassua Pt i""� 1 --mob Churc ,,,,„ . Baa Sag Hor Q% Zit= / •� K! Ss: �% N ♦ �� d c 9°• n/�RdNoyacks NovaCk /;�rs'xrc Northwest. 01/ $i • •3i-10110w % o ,jes `.` ,,,o -,, < 0.n'• Laurel ` a N a° °`�) Cus:o- Nouse y b I 3 Horbor v e e i \<• • y % C TCHOGUE F.D. oy \ 1 �� er or �: \..0 �_, and o Re • r 1 ` 7 i D "' `=Youngs o ?o�a •� c? \`° \c <'<y d. Q 1S5 6 -734-69Q7 _ l 117891 Park o. .\ \ CUTCHOGUE R.bi , p i 113 ?, �n4d' a `•O rk,0 (�, 1.15., i f! coP ``N =f 105 'o �� r,� °,o �. <'4 `�0` m .' l • a "� c LoN9" F �Ya/. `00 1r `�� �i o 1 • • m n O .� Is on• A e.Bricoencmpton a - / • @,.�'s• • • f\ LANDFILL ® r N. �- Dee •1-q� �, =g i No •oc..o/ Race Circuit' _ �o ' • da. Ay P. Jamesport' A t, o g ' P %� °rN Middle \Satz i Ho= t (i•� ueb0 ue f. eel ' ,b ;n u �rQ• o ®�� a 6`' W D ‘,...>„...-----_,.„...0......, Rd�tRa • Q g �, m 2 / �, ® ,� . 6.8 ;NOS Oak V'❑ 1 �1 Ott, P� ds. .�/ I c` o: :.-.� Ln 7-„ob. { !� �. /e 1 ® �►�` moi. 4.300 .... 9 !3 ub�a� ./' A •�G��t+ GREAT Rase Gro p At'n .Q -Zs ' r+' f/e� I :; of 'k\ , (a , SS Old% c P 0.7 to �_e g_ Rose '{\ cE e c o Dtan p d s R 111---"\,e://.. o_ oathr. wooL£Y a Rd r�� ardScraDbl a t ©' \y . Su6o�'k Co ,$ PD rove Ra n o -i c East i ®r<S9 ,,,k11 S. /•. • :a eweOay�°\\Y.useum's. :�ri'4 1.5 �`� Zc_I Island OJari7esport PECONIC 2 ��• \ f q' P ` ❑�i \I f 1.s/ we 2 Museum:`✓' IERHE ;I °rr` FLANDERS SCOLLOP �.r°MORTON SEAaG�i�rP^ a $F� `ti�'� '3� EI a'a HAirrport * t 1 a'4 of •. ' rtOn Rd �� d • * *- y ° : �/,. n r a 1Y . '`•r dr t JBAY leo 1 \1 . . ../'�l i / c' p i, ,= v a od ;a113 a `. //at !/ rs L. a , PDXAHosuF ,-7 -'''!(??0,-9 ,T Great Hilt 1 I `� 'c•••/ .� -0, `�a.7 P6 °plea• ' G 80' s i �i 23 1.4 E Co Nec ���_ °, Deerfe/d ' o� coN m Po.abogue� M Hy e i p Bog Si• 1.3.ei pµE Red Cedor Pt Norfh Rd" .L ,. d 5. Pon Rd. `\.l red.- 5 O !IGeo_rg.sic6ap: � e ui Sw Nugent 4.4 r'ronb t a•a i RED CkE£K Rd. `O ,J ° 7.�' ` 5 i 1.8 en / , H e c r N e^T�a Aolk o ' i I p 1J a99 .e ®!' G ou_ry P• 105 HPobk rd P o°k i Sed Q �? I • pfon y cl rt -• ain c tt >ao ark .rter I `/lam °� �, �� % o 'SctittleholeNy Bridgeham as r Moic0.4 verhQd. ed \ :�: x7 ;o n a t m 'Sa arson o e£bP fcoA, Beed Hill (1 wteowoo�'� F/ander tilliiik =o �SOuthport Sebonac on¢i { q e4��J\/ J,t• Q j 9o_R� <. Apaq Ogue Pork 1 l (LAKE } I f/ G•� NGC• ly ! `I`♦ l4 l .r a6.� •D°/ `T I. I a "„ { ` . • �� .t�•. N_ !� •p . i. \ >_ Bnd^ems- r+ ♦`�, a. a� b' e • / Q W Y° QUIRE PD 'O •r �KS I /� "E"R£Sf .•9,tiec. 'Pr •• .._ •KELL/S nOm ton, .• •• o-! �.? PQ6 Ta. rO•y d ,Qf. V dS0 OF :I:2ec0 !� PO , O I PO-��@r At SCOTT BALD HILL EL 302 ` m . �(�� 1\O SHINNECOCK o\ r' d^ �.• d � a . 1 \r e C N to �aHvrnpton •pUire5t01Mn Ca aSs atr+e P 'New BAY ��--' Old wor.r a �\ Qo• Ogf+ PD Ff1.6 a �.. a CANAL �� •6 � W r, '1.7am ton Mill and S / .............>___________„..,...„......... ..............0„........... . �1 N Oid Jauv3 t+j I' nnec °tn Zp • • Water- Mecox• ,, a o�� g �f mSEARS P•A , Ietd p. aRa°+s•7 North " : Hills �' Nom° Park Mus �Rs�,` m, P��° SuAo14 Com. Rhera $eors Bellows C7- �_ �►7.6ra I peTU ,0� Z7 o %/`� ey a . Aommundyla a NePork ©--��j,.Z7 -- rth .u.if°motoh • ' a c (n,Jl �o `, c ar Colle a .0 ad. Q B� LOWS PD •�� - oeSh;nnecock Rd } 1.8 moo F/Y;nV MECOX :QSAQAPONACK or ` 1.5' r_- eq t1ff Montaukrsa- r- long fLTI' 1.S�Q a -QR1 BAY PO '0.4., • 1 ,b.j Al}• c Auro,mor,,,e 8 �,e Q` �.'�� 43 _ P`!/ /` - r}lam .. M.seam °�'-pf�`�}rTrl. P �� 4.2 d dw< o Ham ton�ea s r•65ou j J 4, 4.7 ?%- 0 gangue R o�t_-p Crr e� of C 1 • T �' k..11 Bird `c� Cormorant Pt Pc- Art Cnnlf.n.++ninn PMI/ Mc ,n`1Tiana� lynnclitt�; IB 0 y Soncruory` _,I, 'aria \ I R ' I-11I44GRC)(JP ENGINEERS • ARCHITECTS • PLANNERS • SCIENTISTS MELVILLE. N.Y. RIVERHEAD. N.Y. FAIRFIELD. N.J. 6-6 f 11-1284GRO. D 1 County fire marshall. Copies of the notification ' letter follows this section. All appropriate fire protection and fire safety equipment will be provided in accordance with all state and local fire codes. ' 3 . Vectors The composting process will be located indoors. There- ' fore, routine maintenance should preclude such problems from becoming an issue. Should the need arise, a professional exterminator shall be contacted to remedi- ate the situation. ' 4 . Traffic No unusual traffic conditions are anticipated as the facility is designed to allow the free and independent ' flow of both commercial and residential traffic. Sufficient queuing space has been provided between the ' scale house and Route 48 to prevent any vehicle back-up onto the main throughfare. However, should a situation arise in which the traffic ' flow is greater than anticipated, all excess vehicles will be routed off Route 48 into the parking lot until such time the volume of vehicles disipates. ' 5. Personnel Safety ' All operational personnel will follow an approved health and safety plan. The plan will establish policy to protect workers from potential hazards on site, as well as the procedures to follow should personnel ' become injured or exposed to hazardous materials. Selection of protective equipment will be based upon the possibility of exposure to hazardous substances and ' dangerous situations. All safety planning will incorporate an assessment of potential hazards and procedures to be used for 11 preventing or minimizing the risk to personnel. Both Eastern Long Island Hospital and Central Suffolk ' Hospital have been identified on the Site Location and Emergency Route Diagram (Figure 6-2) . i 1 ' 6-7 1F1JMGRO2 I Holzmacher, McLendon and Murrell, P.C. • Holzmacher, McLendon and Murrell, Inc. • H2M Labs, Inc. Engineers, Architects, Planners, Scientists 575 Broad Ilullow Road, Melville, N.Y. 11'47-50'6 (516) 756-8000 • (201) 575-5400 FAX:516-69-i-4122 IIJuly 14, 1988 II Mr. David Fischler Fire Marshall of Suffolk County II P.O. Box 85 Yaphank, New York 11930 I Re: Southold Composting Facility Comprehensive Emergency Plan SOHT 88-03 II Dear Sir: This letter shall serve to formally announce the anticipated construction of I the Town of Southold Solid Waste Composting Plant. This facility will service the entire mainland population of Southold and will be located at the existing Cutchogue landfill site. IIPrior to construction of the compost facility, the New York State Department of Environmental Conservation (NYSDEC) requires that the Town develop a Comprehensive Emergency Plan. It is anticipated that the facility will I process municipal solid waste into a compost that will be suitable for private and/or public distribution. II The facility will be designed in accordance with all federal, state and local laws and regulations, including all appropriate fire codes. We at Holzmacher, McLendon & Murrell, P.C. (H2M) are the consulting engineers I for the Town of Southold for this project, and look forward to working with your agency in developing a Comprehensive Emergency Plan. The Plan is only a precautionary measure, prepared in the event an emergency does arise during I the facility's construction and/or operation. Please feel free to contact me at 756-8000 should you have any questions, IIcomments or suggestions concerning the above mentioned Plan. , Very truly yours, HOLZMACHER, McLENDON & MURRELL, P.C. 11111(171f A. Barra I cc: Supervisor Francis J. Murphy Town Board I 6-8 \Iclvillc, N.Y • RI vcrlhcad, N Y • Fairfield, N_I 1-24G?OUP 1 This letter was addressed to the following: 1 Mr. Daniel Winters Chief of Police Mr. Curtis Horton ' Southold Police Department Main Road Southold Building Official Town Hall Peconic , New York 11958 Southold, New York 11971 1 Mr. Alan Glover Mr. Adolf Westerlund, Chief Chief Cutchogue Fire Department Southold Fire Dept . New Suffolk Lane Main Street Cutchogue , New York 11935 Southold, New York 11971 1 Mr. Sean McCabe Mrs. Anne Dixon 1 President Peconic Ambulance Co. P.O. Box Drawer Executive Vice President Eastern Long Island Hospital Jamesport, New York 11947 201 Manor Place Greenport, New York 11944 ' Mr. David Fischler, Chief Fire Marshall of Suffolk County Mr. Robert F. Ecroyd P.O. Box 85 Executive Vice President ' Yaphank, New York 11930 Central Suffolk Hospital 1300 Roanoke Avenue Riverhead , New York 11901 i Mr. Robert W. Walden ' Chief of Police Village of Greenport Main Street Greenport, New York 11944 i 6-9 1 II 1-12MGROUP 1 7. Facility Preliminary Design Drawings 1 The purpose of this section is to provide the regulatory agencies the opportunity to review the proposed composting technology for ' the Town of Southold. The design drawings were prepared by the preferred vendor. The design drawings, diagram excluded, are on scale but, because of the reduction rate used for plotting the drawings for this subpart, the scale indicated may not be correct. Therefore, reference must be made to the dimensions in- dicated on the drawings or to the full-scale drawings. The following is a listing of the design drawings provided in this subpart: ' Title Drawing No. Flow Diagram 88063.O.A. 04- A Site Lay-out 88063 .O.A.04-B Equipment Lay-out: Tipping, 1 Processing and Composting 88063.O.A. 04-C Equipment Lay-out - Sections: Tipping, Processing and Composting 88063.O.A. 04-D Equipment Lay-out - Compost Screening 88063 .O.A.04-E ' Office Building 88063 .O.A.04-F Tipping and Processing Building 88063 .O.A.04-G 1 Composting Building 88063 .O.A.04-H Compost Screening Building 88063 .O.A. 04-I Odor Control System Diagram 88063 .O.A. 04-J ' Compost Aeration and Odor Control System 88063 .O.A.04-K Dust Control System 88063.O.A. 04-L Wastewater Recycling System 88063 .O.A.04-M Electric System One-line Diagram 88063 .O.A. 04-N Paved Areas 88063 .O.A.04-0 i 1 7-1 MSW PRIMARY SOURCE SEPARATED I 3 T L RECYCLABLES40 ' i O SCREEN i WASTE O FEEDING �r / f. ;:;s-. ' SYSTEM • ! HAMMER ✓ r� ?! SHREDDER -�' lEIE; iwwwww wwwww "° 9 WASTE ` RESIDUES MSW it _31! TFLOOR f0 f[�` r 1--m cr 4 PRIMARY I LIQUID SLUDGE FERROUS �---- ' 1 ELE A7 TIC i OFEEDING SLUDGEYSTTE big SECONDARY TROMMEL 5 SCREEN ` • ; � E •I ■i I::�....,:.. ■: K c-- < GRIrL1ED BRUSH ist r`''-'' / O i WE7 4 vilr SEPARATOR (Br-PASS) SECONDARY FERROUS 10 MINDED BRUSH , FEEDING SYSTEM (') rtiZM9 P' C;. `, EL E SEPARATOR TIC — \_ 1m AGGREGATE Ii 1 ( DEWATERED SLUDGE . i A _ 0 MIXER ) WATER ODEWATERED SLUDGE _J SPRAYING i3 - C1 S� SYSTEM • FEEDING SYSTEM 1•19 ,,...„.....: •tr -4 TROMMEL N I6 m A rA� nm nrn rrm PS c •'MI 1�t I• \ . ORGANIC '� ` COMPOST CURING STORAGE ACTIVE COMPOSTING ii • \���■■' "jf ,4;;;Z:0::5==;;;;;„/„%�i ��viii /i,/iiiiii , ;;:ciiii , ,/ ,,If /.:%.;;/////4%, -/' 4<1 ,11344.. RESIDUES E— � j • COMPOST FEEDING 1 SYSTEM 1 COARSE ,t COMPOST !5 !4tit —« I f� 1� COMPOST SHREDDER COMPOST FILTER ,rice I , " i LIWELL 4� • 1:0„.,-.-., 0 VENTILATIONOCOMPOST SCREEN 0 /',iiiA\ •, SYSTEM I ...Ki../89 MODIFIED LOssd , L 0 JUN/89 ISSUED sev WE ' DESCRIPTIONM. "' OW'...TIM' 111 . llif V DANCC O,1T,C NE.TPM NT i /� ORAWI(JG TITLEMPG SCALE �� / / - TOWN OF SOUTMOLD - • ii ii ,iiia .ilii.,, SOIID WASTE/SCIAGE COMPOSTING FACILITY z a CLASS I CLASS 2 SIZE s COMPOST COMPOST• RESIDUES - FLOW DIAGRAM - ORAMITJG ND •41•u..>•fTO co4TRACI NO 88063 0 A 04-A J01 88063 A 0 } PI>CPA.INi.ANT Nl 11f.VNATI T TIE.EOII.IO 10 N.WEP`.7 OP ONECO,in. ,MOOT K OOPI:ds Jp(NT7 ij Awn NOT MfY l.Y IC M c»IED uA E55 50 AUIwW 1_ET•E.1,01.00 16 S&t EtT Td PAILS,'VLM(E..•r.) • • COMPOST SCREENING BUILDING AGGREGATE STORAGE FERROUS METALS AREA STORAGE AREA 1 COMPOST CURING , , i4l1�� COMPDSTIPJG STORAGE IIIIIIIII f --.. PPr ‘i \C\ RESIDUE _ / , _ OAOOUT =1 BUILDING OA ) • I �r^ `t EXISTING ELECTRIC 440/4 111- I/ / r •l EXIS6ItIJG WELL\C\730 _Aill __ /' TOWER % \\\\ING s. r� --__-' --``1t .' ' —. i' ' , t %% �%----- ,1 DROPTOFF 1 I ''': _ _ %j %j` BUILDING 13200V/48ANSFORMER NO0V-60 Hz h2 �t�\ ,' ' t` ; \....,} % %/ O`�`� I `� • LILCO TRANSFORMER NO I %;%�```` \ f.'• ` . \`\ NtI3200V/480V-60 Hz 3Ph j t --%-• -1\ -- -i \ TIPPING j lir 1 ?i ��,/� �-^"� ----- �t .•"------ \ BUILDING .--'`',,' i%f ...mos .o-'r-. __+ EXISTING MAIN ENTRANCE ,` t `., `• - i •�i OFFICE `___ ; BUILDING 11117111 / 1 I\ tit EXISTING WELL`�' \ • it i i r ` 8 In •`t i i j tp • `•` ) it i i t 1 EXISTING FENCE LINE I • ` • .....__24......_7``��. •t t POIWERING WIRESL� i •r •// `--- - EXISTING WEIGHING SCALE s. ( ) ' g1) i r / `\ i r t�` iNEW WEIGHING SCALE , t / r Q - - - - - ' `.. `\ r // / PROPERTY LINE IL.4) LEGEND I J1.1../119 MODIFIED WSW 0 JUN/89 ISSUED L+ REV DOTES DESCRIPTION ¶r et "''"m. """'1""', COVERED BUILDINGS et IA A N ICO.Ine MI MIT N Y DRAWING TITLE SCALE koro Flue TOWN OF SOUTMO D I CARS TRAFFIC SOLID WASTE/SLUDGE COMPOSTING FACILITY 4 a@ a11E A e F - SITE LAY-OUT - DRAWING NO anus. T COMIRACT SIO Ir TRUCKS TRAFFIC Tc�— 88063 0 A 04-8 0 88063-A-04i •11113 PeMI11B.MO Ml 1KOMM110e TICOEO•,IG ITO•IIOIERIT CO oweco.1.. .o%r•E lIP?CCKIOEN.NIIM NO MOT MCC RRLIC OR CORM 114(15 15 MaWR1IID aY 1101.150 I•al.ECT TO SETERP WOO LOOM 5 • I Bio o `� COMPOST FILTER I -__ _ • 13 1 B� H �A 240'-0" RESID1 ES _ c) ® LOADOUTII FERROUS i1 __-- - _-__ - __ I i1- -` 4' �'� CONVEYORS CI,C2,C3,C4,C5,C6.C7,C6,C9,C 1 0,C 1 1 ve1r11csrnP ��_ M I:14:11I1 © C12,C13,C14,CI6,CI6,Ct7,C16,C19 f---- DIDZ.. r„l„/1� 0 fi II �J 1 �j/ FERROUS 1-i CD - I S DUST CONTROL SYSTEM 17 ^LIWELL SCREEN 1►16 u • I ORGANIC 16 TROM!£L SCREEN 1 00 -0. AGGREGATE l['�i�11 '1, _11.1.7 'r 15 _ .'_ - _-_-- _ - COMPOST SHREDDER L rTi ;1►; ; H III) 14 COMPOST FEEDING SYSTEM ,.v1%�, • 13 MATER SPRAYING SYSTFII ��"'� S g117I1L`' 12 COMPOST VENTILATION SYSTEM 0 s ii Iry/fry/ 7COi ;. 11 4'� ® J II MIXER F n Oil 1_�1 ;i_ _ 11 1Qt:11.$ 4:11, 10 dtINDED BRUSH FEEDING SYSTEM LS ___... 0 }._ -Jjj 9 LIQUID SLUDGE FEEDING SYSTEM �_1,4_ Q 7 SECONDARY ELECTRO t4AGMETIC SEPARATOR C _ 'winning.� 6 MET SEPARATOR 1 r---1 CONTROL ! �' • JT -'' EXISTING 5 SECONDARY TRommEL SCREEN i j ® 0 L ---�' _ _ — A�OFFICE 4 PRIMARY ELECTRO MAGNETIC SEPARATOR = WAREHOUSE 3 PRIMARY TROWEL SCREEN ` 1 =g --' 2 HAMMER SHREDDER EXISTING MAC OR 1 O NON-PROCESSIBLE TRAILERS ITEM WASTE FEEDING SYSTEMDESCRIPTION WASTE LOADOUT � ) ,=. 100'-0" 0 EXISTING 120'-0" OFF WASTE TIPPING FLOOR g ILILILDI II f 1 JUL/69 MODIFIED 1-0680 0 Ji4/69 ISSUED Law / �, acv mit DESCRIPTION '? 4.5.41P "::"D PUSH WALL 71 • - - 1 11111 II. LuJY/'110 ECO,Inc oar 11351(./1 Y I li NOM IIS 1 DRAWING TITLE OCAS I¢ os Iii - TOWN OF SOUTHDLD - 1 -I SOLID WASTE/SLUDGE COMPOSTING FACILITY Z 3 n B1 — �JA .>g 6 - EOUIPMENT LAYOUT - DRAWING NO t"I•All men m111RIC1 Ib 100'-0' ' - 88063 0 A 04-C 10"`--B8063 A 04 (�' 114C10 l 05451....115..„...415.ALL.N. COII10.541m 1N0•TEAED I ICQ.II 1t3PNOImT 001T.Q 0DMEDD 001...ST.MM1IC1SP,4,l:11.11=1/41MIMkI7I t . i i ID 0 11111111111111111 . • ..- ._ RESIDUES 1 ate.; -• r'; 0 00 RL. ' •• 1 11 I r G I I I 1 120'-0" 100'-0" i0 SECTION F-F 0 SECTION A-A 0 0 ® (ID , l, :, szs .p."p-- �.G ,.� 11001 __ g _r / V FERROUS ■�I•I---/ r,C9' u !!MINIM■ _ n MR/III MI II 0 ID ® 0 I I00'.-0" I 120'-0" , VIEW G � VIEW H SECTION B-B h1 CONVEYORS C1,C2,C3,C4,C5,C6,C7,C8,C9,C10,CII Cl2,C13,C14,CI5,CI6,CI7,CI8,C19 O 18 DUST CONTROL SYSTEM _- © C t1 7 LIWELL SCREEN i �} a 16 TROMMEL SCREEN A47\ �.. 15 COMPOST SHREDDER Q •00...q;1 • • • 14 COMPOST FEEDING SYSTEM _ �A re ., -.its /AN, re!U`, 'IU:, :�‘ s Jit.`. COMPOST FILTER . . . '. . . . . 3 WATER SPRAYING SYSTEM �i A� / " —t ! 12 COMPOST VENTILATION SYSTEM '27".-.„.`", aP.C.0 H I9/ ' ... .. ilii nviiiiiiiiiiiiiiriiniiiiiiiiriiiiriiiriiiriiniiiiiuri ��.�� ��F, .... .---•_.H/ mil rriririiiiriiiiiiiiiiiiiiiiiiiiiuiiiiiiiiriiiiiiiiiiiiiiiii ririi �.: 1 1 MIXER IF --- . I0 SRINDED BRUSH FEEDING SYSTEM I O ® W I I 9 LIQUID SLUDGE FEEDING SYSTEM h 100'-0" -I h 110'-0" 8 DEWATERED SLUDGE FEEDING SYSTEM 7 SECONDARY ELECTRO MAGNETIC SEPARATOR 6 WET SEPARATOR I SECTION C-C 5 SECONDARY TRCHMEL SCREEN 4 PRIMARY ELECTRO MAGNETIC SEPARATOR 3 PRIMARY TROMMEL SCREEN 2 HAMMER SHREDDER ® 0 1 WASTE FEEDING SYSTEM ' ©11) O © ITEM DESCRIPTION 1 rr�� r llilww a , � ::..�3 r.1;t� 111111:. I JUL/89 MODIFIED L0880 1 1�rr� a N� _ .7. O .AJN/89 ISSUED LOS60 ,I ���"'- /UP' - _ REV ATE DESCRIPTION PMI rG 111'1 Al. �J. I�'yi /r riirii �����II ���� tail ,� A ii„, Il_ "DR/(543P i. _ 0 ® ID m ED ER DA NEC()C()Inc ter row.N r II 100'-0" I L 100'-0" I DRAWING TITLE SCALE ICICOO - TOWN OF SOUTHOLD - SECTION D-D SECTION E-E SOLID WASTE/SLUDGE COMPOSTING FACILITY SI3 2 3 - EQUIPMENT LAYOUT -- SECTIONS - CPANING NO mon...Rn CONTRACT No E j - 88063 0 A 04-10 10" 88063 A 04i 'MIS OPNIIND,IM AIL IMfOP14TIONC IIEIIEON,IS TIE PRoPERTT IP DNECO,Iw•.MKT OE SEPT COIfiGENTi4 1�---MO.OI 140E P tLIC OR COIEO.&ESS SD 44,TI5412EO RI TNDI.NO IS S16EXT TO 051100 VOS OEMNO u • I 0 0 5 0 RESIDUES ������►►��'.. - iir ® r I I I I I I I I I I I I I I I I I I I I 111 I I I I I I I W I IIII I I -� L.: 02------A16...11 411 .•, / Y ` r'OARSE .-- r �, . ��t; I COMPOST TI■ IIIITIta I�� 1\V �ra � �, it�� I I % I I I / ir- irrirriiiiiiiiiirrrrrr7ririll// /7/7/ // 7/7/ l/- / /iirr/./iiriii// /7iiriiiirririiiiiririiiiiiiiliiriiir ( VIEW A ) ( VIEWB ) M.('Ci - um II 111 s RECEPTION OFFICE CONFERENCE ROOM U B -AP' \c 30'-0" LABORATORY , SHOWERSL-- F--1 • DRESSING In • (�lt 1 ( 11 O- MNI 1.111111111111M LUNCH 1 ROOM 1 JUL/89 MODIFIED 1.0ee0 [ . O ..LN/84 ISSUED 1]550 REV cA i DESCRIPTION 'Cc ".' MVO. 55'-0" E CPA N ECS.1nc 1Lr 20111‘.1.1 Y CRAVING TITLE arca c Mae • TOWN OF SOUTHOLD SOLID WASTE/SLUDGE COMPOSTING FACILITY s 3 CI22 4 Ij EI2e 4 — OFFICE BUILDING — . A DRAWING NO ...,.T.1"err CONTRACT 1.3 +�. 88063 0 A 04-F ,0" 88063-A-0 'nag oRwlw.No Ml 74201111tt21i 71EICW.I$In NIWt�TT a OMcm,I.. rE Km aaimcac.yr MO 101 N.m.UM.IC N.fOIEN IMAMS TO M/I.aICED St TEM MO IS SS*CI IC flfl M VOi OOWO —� 'r 26'-0' M------""---7/ 1 ( VIEW A-A ) ( VIEW B-B ) I 100'_0. ( SECTION C-C ) i B I B 1111 [ Drili.. E 1 11)111111[1.11111111111 llllll 11L111/1111111111111111 U 1111 TI1l1117 Ini ll 1111111111(111)1 1111 - 1 . . 4 ' I .. 4 1 PROCESSING BUILDING 100' °" ( VIEW D-D ) 1 4 O -I- _ -1 - _ - - -_.. _. _..- - 1 • 11I,. 111111 1 11)1, lI IilT111''L'' LIs�L�-es�1 111�r I ,V-1111t)1 11 s., [1 220'';0}" t._._ 4 ____t 321 123 - - LED C21 C -i- C I VIEW E-E TIPPING BUILDING --{- 120'-a" —4 ' 20'-0' DOOR No TYPE WIDTH 1r1 I HEIGHT tut I 1 JUL/89 MODIFIED LOSSO OVERHEAD 16 16 0 JUN/69 ISSUED LOSSO i 2 OVERHEAD 14 14 REV OM DESCRIPTION n "i,o n t...-..- 4 n D 0 E J e [� `N/ E ,Int NEW MIK 14 r 1 A A - 100'-O" -I DRAWING TITLE SCALE moo f11.145 TOWN OF SOUTHOlD 1 SOLID WASTE/SLUDGE COMPOSTING FACILITY4 3 n r 332E3II 5 d • — TIPPING AND PROCESSING BUILDINGS — DRAWING IJD 11n1+*+wwfl COMPACT IC 88063 0 A .04-G10 0'Ku---88063—A-042 ——88063—A-04 NOTMifDIOAIMOEVI0/IILM111 IC QIKLWOwDT1M EOBtlTEpN111CMIICS0""3T It11E1_T6.NDOYDy,BI.,T"TDIOEIMRRJNCItCCCwNOKEItIw N I Ji 1 . ..,„_.,[--7--xi--.--..-T...,,,Thrm 20'-0- , 1 ' t ( VIEW A-A I. IID'-0- { ( SECTION B-B ROOF' EXTENSION C rilli°' \ "el D oL 20'-.0' —f ___ _____ —4 111111 o ', ....„.. ..___, ___=, 'itit' 'III'.. i____.... .. itll�:�fl k„, ,,_1 ,o •• . . ----i- ( VIEW C-C • —4 , . . , , --I- . ____ , . , O f 240'-0' 1111111.11[[[11[1[1[11[Iln II [1I11111IIiILI 11uu1[[[I1 II1II11111111 "1[[[[[[[.a11111[a11 1. 1111 L , —I ____,t i I B g —i- VIEW - D ) . , --I- . ( IE D 0i _____i_ ,, _____i_ , , 20'-O- DOOR No TYPE WIDTH Irl I HEIGHT (ft ) 1 JUL/89 MODIFIED LOBSO ; I I OVERHEAD 14 14 0 JUNl89 ISSUED LOSSO L1E DESCRIPTION ".1 .�`d'.° ~' C — 1MLU.Yl11UVLSCO.IncNEW YORK.4 r A A DRAWING TITLE WALE IMMO ; D TOWN OF SOUTHOLD iI 1.0-20'-0--.4 SOLID WASTE/SLUDGE COMPOSTING FACILITY ME -2-e 1I0'-0• - COIPOSTING DUILDING — DRAWING NO 4vAor.: cwRACT!0 C 88063 0 A 04-H 10�`” ow/38063-A-0a. 1 7410 t"...11.4..40 ILL IKOIs4110f 1YEAEC4,I4 1I PO 1T 6 RV[EO,1.. ,1161 it[OAT Cas IDFN11A i �AIO.01.4 ...MAC0E( 1C OR GO1W Wb AIrt .E4f .Ol1II0 04 1MAFM, 0 if g6,E11 Ci i0!4 /4 WOK Mum • 11111111111111Ii1111IIIi1111I1III 1 i 1 I i lit Le i i iiia.,.--- • I 1 ( VIEW A-A ) VIEW B-B ) '41D "gillC B B i--- ---4 . in 1 1' to'-o" . ,„„..- i -r _ Ill- it 55'-0" a SECTION C-C 15g -�" ( SECTION D-D , ( 1 _ I 4 I DOOR No TYPE WIOTH (r! ) IEICHT (rt I I OVERHEAD 14 14 o JUW89ISuSLED LIMO rmo rel °Atc DESCRIPTION mai meow •' L ____f 8n. ©ANEW,Inc Kr ipIK.M T A O A DRAWING TITLE wvc maw TOWN OF SOUTHOLD I D C SOLID WASTE/SLUDGE COMPOSTING FACILITY ng 4 n; • -_jI - SCREENING BUILDING - DRAWING NO sst.sr+.m cQI,RACT 143 G iS 88063 0 A 04-I ' 88O6-A--o4 jTas.OaATrns.,Aw M.LrtltCm,./gsuoTtaa ncscal,II 11E mavesrr MO M.a mYIrtracts .una,2m OT no..O 2s LSECT to ns,.V ito.aMMO 1 COMPOSTING BUILDING 1 2 3 4 5 6 7 8 9 10 II 12 13 14 15 16 17 15 19 20 - • 1 " 1 r-'--. r-"-) r-"`-) r--"- 1 r-'--I r--"--I r-'--Ir-""-i r-"-i r'--I l-_) ,- -I r---I . --i r--- AERATED CONCRETE FLOOR i < a 1 TRENCHES WITH PERFORATED COVERS I 1 V . V V - . V V - V V C./ V \/ \/ \/ V V V CONDENSATE SEPARATOR _ OOOOOOOOOOOOOoaoOoc _ BLOWER © 00000 CD 00 0 0 0 0 0 0 0 0 0 FLEXIBLE PIPE LOOP 1 t 1 I > > 1 I 1 I 1 I 1 ( I) I1 C;' 1 1 111 I1 1 1 I1 I1 I1 / 1 I I 1I 11 tI1111 11111111 11 11 1! II t1 It II11t1 t1 / 1 / \ / 1 / 1 1 1l 11 \ / \ l 1 I t l 1 1 1 ! 1 1 1 J 1 / 1 / 1 ODOR BIO-FILTER o ,LUN/89 ISSUED LGSSO REV DATE //�� (� DESCRIPTION stO ii 'ter 'i M. GAIVECG' tHES TOES.11r DRAWING TITLE SCALE loon FILMS TOWN OF SOUTHOLD • SOLID WASTE/SLUDGE COMPOSTING FACILITY 4 3 i SIZE E D j - ODOR CONTROL SYSTEM DIAGRAM - ORAWING ND MTh..+tET CONTRACT NO C 88063 0 A 04-J 10'.--- 88063-A-041 508 NM11Nt 004J ALL 11i*Dul1*4 TK1Rp4.IS TUE PPOt%TT O*MECO.1... MST SE CEPT C*i1Ot]ITT 10 AIO 1 MME/141.18 OP COPIED Unp lit AUR1011IED II TN0•AM It 3 11/.£CT TO RENEM UPON DEMAND / - /4 -. ) - j r ElligaliMiliallaiggligI / 1 ( 1 /III COMPOST FILTER 111111" POSITIVE PRESSURE NEGATIVE PRESSURE FLEXIBLE / 7'-0" ARRANGEMENT ARRANGEMENT PIPE LOOP L , gm ir /// !!+/// /.„Y/// II'' ANIY/ /.;17///AN07..-/ sl!Y//////.!+Y//////.11%///MIN .•=:... \\\\\\\\%,: :'\\\\\\\\\\\\7== -1`t•S•�•�:��ti\:�\`• a`:.:. •)., "A -r-F WV MOD Mill Mill n u n 11 11 11 _ II 6'-5' I I 111 III 111 6'-5' III Ij i i i i •IL , j ; ■ L . e ,, H " ��1� [ `J N. li il� BLOWER ����������y v• �� t h COIL NSATE � �6'-5"71 No 20 UNITS SEPARATOR 88._6" 15'-0' (TRENCH LENGTH) LEACHATE/CONDENSATE PUMP SECTION A• A I SECTION B-B • ) 4411 B rNo 60 TRENCIfS 1 4 4 4 1 1 f 1 r CONCRETE AERATED FLOOR 11 ! 1 F T 1 r T i 1 1 1 I r TRENCHES MITH 1 i r 1 (L PERFORATED COVERS i i l e W 2 J I 1 J J l J i 40 W 1 1 1 l J v 1 J [ J -1 1 t- I I l- 1 1 _I- I t .� � I I t.-... 0 SOY ,. 1 . 1 A \.. = .1 .z.i, = = 6:15. :5—o- . s• q I AUL/89 MODIFIED 10480 FLET ISLE '\ M O l • PIPE LOOP 0 JUN/89 IS �'''��/;. ��`%iirn iMam InL,.I.I�„ 000 wTc DESCRIPTION 'Y° 'S".'m r'wo 1111 A N ECO.Inc Icw YORK.N. 240' (COMPOST FILTER LENGTH) DRAWING TITLE x4S MOW . TOWN OF SOUTHOLD 1I u B SOLID WASTE/SLUDGE COMPOSTING FACILITY __ 34 a t - COMPOST AERATION AND ODOR CONTROL SYSTEM - l DRAWING NO Ia+I.T.I.¢T caeRRACT Ip 1 r k 88063 0 A 04-KO'"` 88063—A-041 II This nl�neo.4a ALL JeraTTnaee T[vcau THE vammiT d wean-t...luT x REPT aawikolll4 r----.SO Im•4• .00-1C mI M.=,..--ESS 00 4IIIOIIIED 01 TEM.YO 18 SUBJECT TO NEW.IMI 00140 r - h , E r` . A G H I J K V 0 B o C : D o f g F 7 1101014 IIR OW A 4.4,1 ipiE , ■I.-lir AAA .(111. .. a 6 lit . , •s• iiiiiimmar BLOWER JP;ee I�����I I�����I ——— I���f�, !MINIMS/ 12,000 cfR �./��' 50 HP MOTOR r ..3 • BAG FILTER SECONDARY TROMMEL PRIMARY TROMMEL PRIMARY ELECTRO-MAGNETIC 12,000 amSHREDDER SCREEN SCREEN SEPARATOR BRANCH EXPECTED FLOW DUCTING DIAMETER RATE (cf�) (INCH) A 4,000 15 B 1 ,500 10 C 1 ,500 10 D 1 ,500 10 E 1 ,500 10 F 2.000 10 G 5,500 22 _ H 7.000 22 0 JUN/89 issuED Losso ,. I 8.500 22 REti DATE DESCRIPTIONmem N .ciao ."..o J 10.000 26 DA N LS v/DE� ,Inc lE■'vac.61 Y K 12,000 26 DRAWING TITLE SEALS EnM URS TOWN OF SOUTHOLD I SOLID WASTE/SLUDGE COMPOSTING FACILITY 2 3 • SIZE 4 D - DUST CONTROL SYSTEM - DRAWING NO Oot...'a* COEIRACT No 88063 0 A 04-L 10"88063-A-04 THIS ORRVIIC.AND All IKOITINTIPM TFAEON.IR TE PROPERTY of DNECD.I..MUST!E KEPT COIFICENIIN) IUD ACT.WOE NELIC Q COPIED Inns■O MRIoITED RT TIO..MD TS SWEET TO IIETUIM VON 00)4400 1 ,IIIIIMEM11110111.1•11111111M O4 COMPOST CURING/STORAGE PAD . . ..1 Ltj! 0 E3 0 > . . A A A A A z 1-1 0 41 RECYCLING MIXER I— o U u u U w w w w 0 0 w 0 0 04 AGGREGATEYSTEt4 OP • lSPRAYING li Oli A 4 A II "--- 4 WET SEPARATOR DEWATERING PRESS I.WilaNiNgligiAl ii CLEAN RUN-OFF LEACHING POND c;- --if EEI4-- -1.c.'7 X ili- i X 2; a WET SEPARATOR ••••• ,.---,,r lir .oc-Ir /1! V 1 -----4_ . . --I .c.075\ Re 0 1 1 . . . . WET SEPARATOR WATER LEACHATE HOLDING RECYCLING TANK ., TANK TANK TRUCK II 1-- , LIOUID SLUDGE FEEDING SYSTEM ' ",..• LEACHATE/CONDENSATE COLLECTION SYSTEM ›.... ..A... ..11`.. ...... ..*.. . .. ,,,.. ..„.. ,‘,. .,, ,,• r‘ ..% i, •,. t, t, i, V, . a I ,111 COMPOSTING BUILDING ..."... 'e t' ft I• /I, It II It It It IS I. ' .... FIRE FIGHTING OTHER SYSTEM USERS - '' : '24: : : :=: :=:: : : : :. : : :=: 'it '../% /% it It. It II It. It it . "I ../89 MODIFIED LOsSo FIRE DEPT 4 Ph 0 JUNV89 ISSUED LOSSD STANDPIPE I REY DATE DESCRIPTIONOLAtirt Otte. /0•0.01 0 ST .1 V V t V V V V V rr V V V A a Aga a an an a a a. th *A NECO.Inc , s tOP*N y AWING TITLE _ SCALE PWID e COMPOST MOISTURE CONTROL SYSTEM 49 TOWN OF SOUTHOf Ill D LI : SOLID WASTE/SLUDGE COMPOSTING FACILITY 2 3 SIZE A 5 E:%.ISTING WELL UISTING WELLt , AND PUMP NO 2 AND PUMP NO I - WASTE WATER RECYCLING SYSTEM DIAGRAM - , .I CLAWING NO ownst....01 CONTRACT 10 8, 8063 0 A 04-M 1088063-A-0 I. I THIS... . MA.IIralfl&1ive 710(1*4.n RE POWEPTY 0,0.e.0...1.• 1.11.61:IMP:cENFIDENT1 .11.3 HO P*1-10 CO COP 1ED MIER 0 AunORTZED 0 T10...110 is.14.001 TO 1 1 . '. ' . 1 • • 2 3 1 4 1 5 6 7 8 9 • A B TOWN OF SOUTHOLD SOLID WASTE/SLUDGE COMPOSTING FACILITY ELECTRIC SYSTEM ONE = LINE DIAGRAM POWER CENTER SWITCHBOARD II, '$i�iKy D PC I E • • - gia F � TITLE PANEL FOLLOW POWER CENTER . * i11 �. , nn. NEW YORK.N.Y. SWITCH-BOARD PC ti �ADC '' NR. REV. SHEET EMISSION x-89 CONTRACT MR. _BOARD NR. 88063 . 0 . A . 0 4 - N 0 REV DESCRIPTION DATE DRAWN APPD. •• '. _ , -n 1 in v c) w a T H N H0 H _ Rz P. 1) hH H INCOMING LINE ;( FROM TRANSFORMERS D N o 0 r00 1` o I 0 H ' - WASTE PROCESSING Q ,-''x Q W 3 SWITCHBOARD -SBI o -4 H > m COMPOST AERATION a /X O A n 2 SWITCHBOARD -SB2 I 1 c) corn oz � rrn H D 73 COMPOST SCREENING 4 -rx O gal -SB3- 0 # ' v 7 $ _ -C7 H 0 OFFICE BUILDING Q - EP 00 ----i H o mirdi LIGHTS Q �-i< 0 C1 C/.1 D • ' M Pm H 0 SOCKETS a -- 0 H-- 0 O H Z 10 i1...25i SPARE Q ''max Z .:( %OAH 11 I ( 2 3 I 4 _ 6 6 I _7 8 9 A - TOW \ OF SOUTLOLD B SOLID WASTE/SLUDGE COMPOSTING FACILITY { C ELECTRIC SYSTEM ONE — LINE DIAGRAM WASTE PROCESSING SWITCHBOARD . . .. ., .,, S31 E - ARS . . t tt F r _ TITLE PAWLttl [DA[f [EC ® 1tl nc. NEW YORK N.Y. • SWITCH-BOARD SB NR. REv. s�EET — EMISSION .JUN-89 CONTRACT rte. IBOARD 88063 . 0 • A . d 4 -- N REVDESCRIPTION DATE DRAWN APPD. ' i, 2 3 4 6 6 7 8 9 A • 0 B • 0 0 X • C , • r'•':'::-;-- • A E • INCOMING LINE FROM POWER CENTER • • 1031°14943 FOLLOW TIEANEco TLE PAWL • • WASTE PROCESSING 2 SWITCH—BOARD SB I ,Inc. t•cw YoRk.m.v. • NR. REV. SHEET EMISSION JuN-89 CONTRACT NR TERRI NAL BOARD ?V. 88063 • 0 • A A . 04 - N DESCRIPTION DATE DRAWN APPD. 1 2 3 4 5 6 7 8 9 A • ® G • B ( ( 4 E*1__ Eill El V lir __ _ o 0 0 �. (Mi M (/ 3c\., E . /ST APRON CONVEYOR 2ND APRON CONVEYOR HYDRAULIC CRANE {VI TH GRAPPLE -- 4HP /5 HP 3HP ITEM I I F , 41,1111° 41S1 WASTE FEEDING SYSTEM TITLE PANELFOLLOW WASTE PROCESSING3 SWITCH—BOARD TCH—BOARD Hi DANECO, If1C .SBINEW YOREc,N.Y. '' - Wt.Q QO4 -- N REV. S _ EMISSION .J11t1-89 CONTRACT NR. TERMINAL V V O 3 . 0 . A • 2 REV DESCRIPTION DATE DRAWN APPD. BOARD • 1_ I 2 3 4 5 6 7 8 9 . . . A 0 0 a $ _ _. . _ --, 4 j __ 0 0 CD- -40 B I I , , 1 *}_ _ 1 f_ lit-- 1 It It C ,, r 1--- V V I I I i . d A D 9 9 , . --1 (-3-1-----4 '----- ___, M E 1ST MOTOR 2ND MOTOR - 215 HP 215 HP Olt ITEM 2 1 F . HAMMER SHREDDER , _ - TITLE PANEL FOL. . WASTE PROCESSING SB I ( 11 DAINECO,Inc. NEW YORK.N.Y. 4 SWI TCH—BOARD sHEET . _ 44. _ _ TERMINAL EMISSION JUN-89 , ...erii,f_ ' CONTRACT NR. . BOARD IP. 88063 . 0 . A . 04 - N 3 REV DESCRIPTION DATE DRAWN APPD. 1 ' 1 , , I 2 3 4 6 6 �— 7 8 i 9 A 0 G. G 0 B • c I c c c -- -- -- -- [*} 1 ' C MI 1111 k, lill I I II D r m-- 1 , cm __I I 3 c\.) Qr\:y \ 3 r\.) E °1 /ST MOTOR 2ND MOTOR BELT CONVEYOR MAGNET V°4111° -- 7.5 HP 7. 5 HP 3 /P 9 /0Y ITEM 3 I ITEM 4 F TROMMEL SCREEN 1ST ELECTRO MAGNETIC SEPARATOR TINSPANEL FOLLOW TE PROCESSING 1 t Il DANECO,Inc . NEw YORK.N.Y. 6 SWITCH-BOARD SB NR. REY. SHEET EMISSION -89 -- CONTRACT NR. TERMINAL 8 8 0 6 3 . 0 . A . 0 4 - N 4 PEV DESCRIPTION DATE DRAWN APPD. BOARD NR. , I2 1 3 4 6 6 7 8 9 -A d e 0 — B I c c c c 1 Elp__ C I} i i • p..._ i V D A A A A -L- 0 0 0 0 -L- i- M ' M M 3 r - 3 � 3 r. .) �"L .- E ASP • /ST MOTOR 2ND MOTOR BELT CONVEYOR MAGNET ,ip l2 HP /2 HP /_ 6 HP /. 610/ ITEM 5 11 ITEM 7 <,. ,F TROMMEL SCREEN 2ND ELECTRO MAGNETIC SEPARATOR FOLLOW T WASTE PROCESSING P 6 SWITCH-BOARD SB [DAE1EC®,IflC. NEWyORK:N.y. NR. REV. SHEET . EMISSION x-89 _ ; CONTRACT NR. TERMINAL 88063 . 0 A 04 _ N 5 REV DESCRIPTION DATE DRAWN APPD. BOARD NR. • . ,,, . ., . „“ „ , .,,•,, —. , . .„., ., ,,, ,,„ , , , ., .. . . .. . . , , . , 1 2 3 4 6 6 7 8 9 . I — — , . : • A . 0 e 0 _ 0 .0 0 B I I' ciiiiil Eil-- ii:JiLE-J-- E:=1.- -\ t11 .-„, c l , , 1 , a a a s _-1.-- 9 0 i • • 0 M i __1 - --I 3 r\J ... E OLEGDYNAMIC UNIT IVA TER PUMP DEP/ATERING SCREP/ • _ 60 HP /5 HP 7. 5 HP . F ITEM 6 WET SEPARATOR PANEL DANEc 0 _ TITLE WASTE PROCESSING SB I Int ,Inc. NEW YORK.N.Y. SHEET _.— SWITCH—BOARD NR. REV. r . 6 TERt4INAL 88063 • 0 . A . 04 — N EMISSION JUN-89 1 ,00 _ CONTRACT NR. BOARD NR. — DATE DRAWN APPD. REV DESCRIPTION ,. I 2 3 I 4 B 6 7 8 9 A 0 0 0 0 — B [-# • < 1 < c < I iiC , 1 I $ I D A A A L O O O O . I I i M I M 1 1 1 - )---1 _-1 41/110 _-1 2r\i 3 � (.31\ill) E GRINDED BRUSH SYSTEM DEWATERED SLUDGE SYSTEM GRINDED BRUSH SYSTEM DEWATERED SLUDGE SYSTEM — 5.5 HP 6 HP 5.5 HP 6 HPsflb f ITEM 8 H ITEM 10 I F DEWATERED SLUDGE AND GRINDED BRUSH FEEDING SYSTEM TITLE PANEL r FaLow WASTE PROCESSING SB ='- [DN [EC ,IflC. PEW4�= YORK.N.Y. V g REN. Sl EET P . EMISSION X89_ CONTRACT NR. ► - 8 8 0 6 3 . 0 . A 0 4 - N 7 EY PP DESCRIPTION DATE DRAWN AD. BOARD �. - ! 2 3 I 4 6 6 7 T 8 9 A 0 o 0 B 4 c c Eii-- il*.— E=113-\\( Iffil Iffil l . If' D o o a o - - - M� M + M ,__1 __J 0 __1 __1 rk:y3 'Z) 3 E /ST PUMP 2ND PUMP MIXER AERATION SYSTEM — 2 HP 2 HP / HP 3 HP ITEM 9 I S.F LIQUID SLUDGE FEEDING SYSTEM ....... FOLLOW WASTE PROCESSING PAS •ZINN XIII ET 1 SWITCH-BOARD SB NM aL EDAE1 !iE ®,Inc . NEW YORK.N.Y. 9 EMISSION x+-89 LL�. _ NR REv SNE L - _ CONTRACT NR. - 88063 0 • A • 04 - N 8 REV DESCRIPTION ^ DATE DRAWN APPD. BOARD NR. I 2 3 4 5 6 7 1 8 9 - A 0 0 B [Jil I _ I C .,, INI II _ V A A A :.:- 4:.:.....:;:..:..„...:.: . D 1 r 1 M 1 M 1 1 E . MOTOR MOTOR MOTOR Iiill°t410 ____ 30 HP 1 0 HP 2 HP ITEM II ITEM CI ITEM C2 F - MIXER BELT CONVEYOR BELT CONVEYOR FOLLOW TITLE PANEL WASTE PROCESSING 1 0 . SWITCH-BOARD SB ) til. DANECOInc. NEw YORK.N.Y. ...._ SHEET NR. 1 , EMISSION JUN-89 7. CONTRACT NR. TERMINAL BOARD NR 88063 . 0 . A . 04 - N 9 REV DESCRIPTION DATE DRAWN .APPD. t I 2 I 3 [ 4 6 6 I 7 8 9 1 A B __ ' ...\ ±1__ '-- r- 1 C rIil • iii k. 1 1 1 t A A A A -I 0 __1 ...., --I 0 ..._i 1 E ' ► . MOTOR MOTOR MOTOR MOTOR ,** 5. 5 HP I HP 3 HP 5. 5 HP ITEM C3 ITEM C4 ITEM C5 ITEM C6IS F BELT CONVEYOR BELT CONVEYOR BELT CONVEYOR FLIGHT CONVEYOR TITLE PANEL FOLLOW 1 WASTE PROCESSING (TI DAINECOInc. NEW YORK.N.Y. I I l SWITCH—BOARD SBI ' NR. REV. SHEET EMISSION t-89 �/ .. CONTRACT NR. TERMINAL V V O 6 3 . O . A . 0 4 - NI I 0 REb DESCRIPTION DATE DRAWN AFRO. BOARD NR. II 2 { 3 { 4 5 6 7 8 f 9 { A La 1 1 LB 1 4-- -- I -- ` f A C Ili' il u { 1 i k,ijt ♦ ♦ VI D I_ a — .. Aft - Alb 1 I l i I I I i 0 __1 M __1 • 0 __I 0 __I 3r).., E MOTOR MOTOR MOTOR MOTOR ,*• --• /. 5 HP 3 HP /O HP 7. 6 HP 0 ITEM C7 ITEM C8 ITEM C9 ITEM CIS F , BELT CONVEYOR BELT CONVEYOR FLIGHT CONVEYOR BELT CONVEYOR __. TITLE PANEL FOLLOW WATONGI-I EDAENJEC®,1 NEW YORK.N.Y. SWITCH-BOARD SB NR.• REV. SHEET EMISSION -89 ` CONTRACT Ait. TERMINAL- 88063 . 0 . A •8 O Z O /� 04 — N ( i rY DESCRIPTION DATE DRAWN APPD. BOARD NR V V V !"l 1. i I 2 3 I 4 6 6 7 8 9 A Tow 0 _ B SOLID WASTE/SLUDGE COMPOSTING FACILITY „ ELECTRIC SYSTEM oNELINE DIAGRAM COMPOST AERATION SWITCHBOARD SB ? E PRELIMINARY F TITLE PANEL COMPOST AERATION MUNI DA Ec 0 SWITCH-BOARD SB2 FOLLOW, in c . NEW YORK.N.Y. REV. SHEET EMISSION JUN-89 CONTRACT NR. TERMINAL BOARD NR. 88063 . 0 . A . 04 - N REV DESCRIPTION DATE DRAWN APPD. • , 2 3 ' 4 6 � 6 [7---1 8 9 A (-) C B !, O X C E INCOMING LINE FROM POWER CENTER F ?Rai ' it .ABY TITLE PANEL FOLLOW COMPOST AERATIONL11 DANECOInc . NEN �caK.N.�. 2 SWITCH—BOARD SB2 ' • NR. REV. SHEET EMISSION .UN-89 t _ CONTRACT NR. TERMINAL J 88063 . 0 . A . 04 _ I { REV DESCRIPTION DATE DRAWN APPO. BOARD N • l 1 2 _ 3 I 4 6 6 7 8 9 A C g • B 0 0 1 i1 [-jp.__ EliD__ CID__ I C . D _1__ - - -e - - -1- • M M � 3f E 1ST UNIT MOTOR 2ND UNIT MOTOR - 75 HP 75 HP • I ITEM 12 P t t lARY F COMPOST AERATION UNITS Ti.E PANEL ITFOLLOW • COMPOST AERATION DAC ,IflC . WY .N.Y. SWITCH-BOARD S B 2 HI NR. REV. SHEET EMISSION x-89 -. CONTRACT NR. TERMINALBOARD NR. 88063 . 0 . A . 04 - N 2 REV • DESCRIPTION DATE DRAWN APPD. 1 2 3 4 6 6 7 8 9 A TOWN OF SO T1 101 B SOLID WASTE/SLUDGE COMPOSTING FACILITY ELECTRIC SYSTEM ONE - LINE DIAGRAM COMPOST SCREENING SWITCHBOARD SB3 E F PRELIMINARY FOLLOW • COMPOST SCREENING PANEL I IAtNllEC ,111 .Oc NEW YOR'�c,N.'+. SWITCH-BOARD SB3 NR. REV. SHEET • EMISSION :;: 9 � CONTRACTN . T RMINAL DRAWN APPD, 130ARD NS? • 88063 . 0 . A . 0t _ N 0 f!k 2 I 4 1 6 6 7 I 8 9 A . . B \ • C • •'.:• :. A E INCOMING LINE FROM POWER CENTER • FOU-OW PANEL TCICOMPOST SCREENINGSB3 2 SW I TCH—BOARD DANECO,Inc. NEW YORK.N.Y. SHEET NR. EMISSION JUN-89 CONTRACT P .. TERMINAL 8063 . 0 . A . 04 - N BOARD PP.DESCRIPTION DATE DRAWN APPD. I 2 3 I 4 5 6 1 7 _ 8 I 9 I A • - 1 e- B — ( , c E E . , _ • V V A E . 6, A . D .z.::...,,,,„:.,..........:. .,z 1___ 0 0 0 0 _ M M M 3 r\.y 3 r\J (193 r\J 3 r\J E MOTOR MOTOR 1ST MOTOR 2N0 MOTOR LN - 5.5 HP 20 HP 5. 5 HP 5.5 HP ITEM 14 ITEM lb ITEM 16 F COMPOST COMPOST FEEDING SYSTEM SHREDDER TROMMEL SCREEN FOLLOW _ PANEL . TCOMPOST SCREENING . . _ SWITCH-BOARD SB 3 ; DANECO,Inc . " YORK.N.Y- NR. I REV. Si-EET EMISSION JUN-89 , iCoNTRACT 1414. TERMINAL2 REV DESCRIPTION DATE DRAWN APPD. 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SHEET EMISSION JUN-89 -ei,re_ CONTRACT NR. TERMINAL4 REV DESCRIPTION DATE DRAWN APPD. BOARD NR. 88063 . 0 . A . 04 - N , , , I _ . 1 -------... .........• I 2 3 4 L 5 6 ___ 7 8 9 A t- ...., G -0 . . . B ]i I I \, 1 I I I I C 1 11 I ,..-, V V Al' A . • . D , . _ E • MOTOR MOTOR MOTOR MOTOR - 4 HP 2 HP 4 HP 4 HP ITEM CI5 ITEM CI6 ITEM CI7 ITEM CI8 ,.. „ .:., F BELT CONVEYOR BELT CONVEYOR BELT CONVEYOR. : BELT CONVEYOR ,,. _ . !FOLLOW T I TLEm PANEL • POST SCREENING 6 , SWITCH-BOARD SB3 ti ' [DAN ECO, TrIC - NEW YZPX.N.Y. REV. SI-IEET EMISSION JUN-89 CONTRACT t•P. TERMINAL5 REV DESCRIPTION DATE DRAWN APPD. BOARD NR. 88063 . 0 . A . 04 - N . . i [ . , It . , . :, 2 3 4 6 6 7 A 0 • 11AI C s o _I_ 0 M 3 ( •E MOTOR L-- 4 HP ITEM C 19 M1NARY BELT CONVEYOR T TITLE PANEL _ FOLLOW COMPOST SCREENING EDA{Ni[EC ,1 . NEW Yo .N.Y. = SWITCH -BOARD SB3 • NR. REV. Si-EET EMISSION x-84 CONTRACT NR. TERMINAL 88063 . Q . A . 04- - NBOARD NR. 6 ;' pv DESCRIPTION DATE DRAWN APPD. 41 _--..--••---- COMPOST CURING COMPOST SCREENING STORAGE BUILDING +i '� AGGREGATEAREA STORAGE FERROUSE METALS AREA AL // 'j j/ Iliilli!IlllA AV"'1f//"✓✓ pIu11iIL' RESIDUES ::::'j r 1 COMPOSTINGlel° ‘I. % . \ LOADOUT i BUILDING ////////.////////////J///////�j//// ---`• rfrr e- . ; EXISTING ELECTRIC 111111719' Ci TOWER �% ' ------------- \1 ,::��: � ' , O j� /� EXISTINGZ. 1 ..--..., ::: \ ---0.\\-0,..„.. ,,,,,_.r. .......-------... ..,_...._.......:....,...-----,...„0,.zr______e, BUILDING '', •••• / 'r / / ' OROP OFF 01 It • \\\\\ Qi `� ` TIPPING AND ' `.`. �� _ -------___�_ 1 , PROCESSING \-----„........z.--, ``��'��__'_----_-_� ;1:1_,....7-1-1-----.- -: , - ``� CCl BUILDING ...... 'i iiiii'ii...... C ::::_./111 C; --'- 0 EXISTING MAIN ENTRANCE ` OFFICE �• •~'� ' BUILDING i \ �' '› ``;` / / fi i I I IIf s. `, 1 1 1 11 EXISTING FENCE LINE \``. 1. i i i 1_ - �`• ii EXISTING LILCO ii �. POWER WIRES - EXISTING WEIGHING SCALE 0 \ O ; `,\ ' if/I ,/ NEW WEIGHING SCALE ` ` i � PROPERTY LINE • LEGEND 0 JUL/89 ISSUED REV DATE DESCRIPTION Nir 'ir '":'rr' '"""" T et iA NEC O, NEW wormN ����/���' EXISTING PAVED AREAS DRAWING TITLE SCALE lawn ,6 // FILMS TOWN OF SOUTIiOI D E (/ NEW PAVED AREAS : : 1,1 SOLID WASTE/SLUDGE COMPOSTING FACILITY 1� 1 1I' I - PAVED AREAS - -.^. {S 66p DPAIIING NO � «Nm CONTRACT NO G 88063 0 A 04-0 10- 88063-A-04 TMC OIMYTlL.AND ALL I1.00I0110.0 TI(}EOCIE THE MOPEPTY IF 0000.1.• .Ma IR NMI CO.T1000IAI4 I AND T0T N OE PUBLIC CR COPIED I►IESS 14 AUNCRITEO IPI ROCA O IS NJACCT TO renew Is'o1 nowO A i 1 t. ' 111-1244GROUP TABLE OF CONTENTS APPENDICES 1. PERMIT APPLICATION FORMS a. NYS Form 47-19-2 (4/85) App 1 ' b. NYS Form 47-19-4 (12/87) App 1 2. DRAWINGS a. Key, Regional and Vicinity Maps and Site Plan (1 of 2) App 2 ' b. Aerial Photo of Surrounding Neighborhood (2 of 2) App 2 $ ' c. Existing Land Use App 2 d. Existing Zoning App 2 ' e. Soils Map App 2 f. Generalized Isometric Geological Cross- Section of the Southold Peninsula App 2 g. Regional Map - Airport Locations App 2 3. FULL ENVIRONMENTAL ASSESSMENT FORM [NYS FORM 14-16-2 (2/87)-7C] App 3 4. RECORD FORMS TO BE USED AT THE FACILITY a. Extended Aeration Compost Pile Data Sheet App 4 b. Monthly Plant Operations Report App 4 ' c. Composting Laboratory Worksheet App 4 5. PHOTOCOPIES OF PERTINENT REGULATIONS AND AGREEMENTS App 5 New York State Solid Waste Management Facilities Rules (5-8-87) App 5 ' 6. SPECIFICATIONS OF THE FACILITY App 6 i 1 II TABLE OF CONTENTS (CONT'D. ) I APPENDICES 7. MARKET IDENTIFICATION App 7 8. SOLID WASTE QUANTITY DATA App 8 {1 a. Easily Compostable Material Summary App 8 b. Partially Compostable Material Summary App 8 '' c. Non-Compostable Material Summary App 8 II II II II II 1 II t ' �.J(J r I 1 i Y APPENDIX 1 i 4 1 1 it i I i j I i 47-19-2(4/85) • FOR STATE USE ONLY NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION PROJECT NUMBER DATE RECEIVED 1DIVISION OF SOLID AND HAZARDOUS WASTE APPLICATION FOR APPROVAL TO CONSTRUCT A DEPARTMENT ACTION DATE SOLID WASTE MANAGEMENT FACILITY 0 Approved 0 Disapproved I SEE APPLICATION INSTRUCTIONS ON REVERSE SIDE 1. OWNER'S NAME 2. ADDRESS(Street,City.State,Zip Code) 11791 3. TELEPHONE NUMBER 'lbAnof Sa itrnld 'Ib n Hal, 53095 Main RI, Southold, IAC (516 ) 765-1800 I 4. OPERATOR'S NAME 5. ADDRESS(Street.City,State,Zip Code) 6. TELEPHONE NUMBER _ ( ) 7A. ENGINEER'S NAME 8. ADDRESS(Street,City,State.Zip Code) NY 11747 9. TELEPHONE NUMBER GaOrCft W. Desrarai.s, P.E. }Q'4 Grap, 575 & ad} 11cw R3., Nplville (516 ) 75.,E-8000 I 78. ENGINEER'S NYS LICENSE NUMBER 10. TYPE OF PROJECT FACILITY: ®Composting ❑Transfer ❑Shredding ❑Baling ❑Sanitary Landfill 862442 0 Incineration 0 Pyrolysis 0 Resource Recovery—Energy ®Resource Recovery—Materials ❑Other. Iii. BRIEFLY DESCRIBE THE PROJECT INCLUDING THE BASIC PROCESS AND MAJOR COMPONENTS: The facility will accept only non—hazardous waste frau the Town of Southold for processing (by virtue of composting technology) into a soil conditioner for I potential sale to the public. 12. DESCRIBE LOCATION OF FACILITY.(Attach a USGS Topographic Map showing the exact location of the facility) I The compost facility will be located on Middle Road (County Rd 27) in Southold NY. More specificly, the facility will occupy the South Eastern portion of what is presently refered to as the Cutchogue Landfill Site. I 13. COUNTY IN WHICH FACILITY IS LOCATED 14. ENVIRONMENTAL CONSERVATION REGION IN WHICH FACILITY IS LOCATED: Suffolk _ Region #1 I 15. MUNICIPALITIES SERVED BY FACILITY COUNTY NO.OF MUNICIPALITIES Greenport Greenport Inc. Village Laurel 9 I Cutchogue—New Suffolk Mattituck East Marion—Orient Peconic Suffolk Fishers Island Southold I 16. Describe briefly how the proposed facility relates to the Comprehensive Solid Waste Management Plan for the Municipality.Explain any deviation from that Plan. The town is following the Solidwaste Management Plan of the State. Please reference the Statement of Compliance on page 1-1 of the Engineers Report. I 17. If facility is other than a sanitary landfill,describe the residues in terms of quantities and types.Also indicate the methods and locations of residue disposal I or,if recyclable, indicate markets. The facility is expected to produce 59 tons (146 CUYDS) of recyclable material per day. That material which is not canpostable, recyclable or reusable will Ibe deposited into an approved Landfill. 18. IF FACILITY IS A SANITARY LANDFILL, PROVIDE THE FOLLOWING INFORMATION: I a. Total useable area: acre b. Distance to nearest surface water. feet c. Depth to nearest groundwater. feet d. Depth to nearest rock: feet e. Distance to nearest airport miles f. Expected life of site: years g. Is site on a flood plain? 0 Yes year flood 0 No h. Predominant type of soil on site (Use Unified Soil Classification System) I 19. ANTICIPATED CONSTRUCTION STARTING AND COMPLETION DATES 20. ESTIMATED POPULATION SERVED From February 1989 To February 199 Current 9.1 000 Design 26,100 21. ESTIMATED COST 22. ESTIMATED DAILY TONNAGES OF SOLID WASTE Initial $7,000,000 Annual Not Available Current 90 TPD Design 120 TPD I `'"}�``3 `y 23. OPERATING HOURS PER DAY ,,_y-day (8 hal ) 24. Are attached plans and specifications in substantial conformance with "Solid Waste Management Facilities Guidelines" 0 No (�:(Nw1 M ,•• "taw Idiom. S .. .a._ _ .�_' ' - Yes 25. CERTIFICATION ' I hereby affirm under penalty of perjury that information provided on this form and attached statements and exhibits is true to the best of my knowledge and belief. False statements made herein are punishable as a Class A misdemeanor pursuant to Section 210.45 of the Penal Law. Date Signature and Title UNITED BUSINESS FORMS 47-19-4(12.'87)-28c I f� FOR STATE USE ONLY NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION PROJECT NUMBER DATE RECEIVED DIVISION OF SOLID WASTE I -APPLICATION FOR APPROVAL TO OPERATE A DEPARTMENT ACTION DATE SOLID WASTE MANAGEMENT FACILITY ❑ Approved 0 Disapproved SEE APPLICATION INSTRUCTIONS ON REVERSE SIDE I 1. OWNER'S NAME Town of Southold 2. ADDRESS(Include street,city, state, zip code( y 11 791 3. TELEPHONE NUMBER Town Hall, 53095 Main Rd., Southold (516 ) 765-1800 4 OPERATOR'S NAME 5. ADDRESS(Include street,city, state, zip code) 6. TELEPHONE NUMBER ( ) I 7. ENGINEER'S NAME 8. ADDRESS(Include street,city, state, zip code lVllle 9. TELEPHONE NUMBER George Desmarais, P.E. H2M Group, 575 Broad Hollow Rd, NY (516)756-8000 10 ON-SITE SUPERVISOR 11. ADDRESS(Include street,city, state. zip code) 12. TELEPHONE NUMBER I ( ) 13. HAS THE INDIVIDUAL NAMED IN ITEM 10 ATTENDED A DEPARTMENT SPONSORED OR APPROVED TRAINING COURSE 0 Yes ❑ No If yes, give the Date. Course Title and Location: I14. PROJECT/FACILITY NAME 15. COUNTY IN WHICH FACILITY IS LOCATED 16. ENVIRONMENTAL CONSERVATION REGION Southold Compost Facility�� Suffolk Region if 1 17. TYPE OF PROTECT FACILITY: yJ Composting 0 Transfer 0 Shredding ❑ Baling ❑ Sanitary Landfill ❑ Incineration ❑ Pyrolysis 0 Resource Recovery—Energy E Resource Recovery—Materials 0 Other: 18. HAS THIS DEPARTMENT�1IEVER APPROVED PLANS AND SPECIFICATIONS AND/OR ENGINEERING REPORTS FOR THIS FACILITY 0 Yes (J No If yes, give date: i 19 LIST WASTES NOT ACCEPTED Solid Waste generated or originated outside the town. Hazardous Waste identified under article 27-0903 of the Environmental Conservation Law. ' . Ash, Foundary sand, Animal or Human Remains, Nuclear or Radioactive material. I 20. BRIEFLY DESCRIBE OPERATION Please see Acccompaning Engineering Report for a dueled description of the IProposed Facilities Operation. I I I I 21. IF FACILITY IS A SANITARY LANDFILL, PROVIDE THE FOLLOWING INFORMATION: a. Total useable area:(Acres) 1 b. Distance to nearest off-site, downgradient, 1 c. Number of groundwater monitoring wells I water supply well Initially Currently I Feet I Upgradient Downgradient • 22. INDICATE WHICH ATTACHMENTS, IF ANY, ARE INCLUDED WITH THIS APPLICATION: fa Form 47-19-2 Ea Operations Plan& Report E USGS Topographic Map 0 Record Forms I0 Construction CertificateICI Boring Logs 0 Water Sample Analysis 0 None 0 Other. 23. 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''• .'','''' '' Reviewed BY C 0 M 44 GWD ,,,,,,,,, , • ,,,,,,..(-_,.,47,„ ,,,i, ,.-.,,.,, k i I - 4r ,• ''''' ,?' ,,,•4.044ffet('' - ,,,,i."''' , '''' •;, .. • „i•-• I ' ' '‘'' i ' *4- . . , , , , ..... • , , 141400 ,, >. i'l. i'k ' 1 ' -•' ' :" " -''''''. -'''' .004e*, . f ' .;. '''''' 14: ,2,..ct ' i ,, , 4ier '. ' ' .•- ',*•,,,,., „ , ,,,,r :4 .;i:' - -.., ..$ '--, , ,_. - ., 4 '"'"'" ..,' ,,,,i,,,,,.:,,,,,,„,,,,I. , ,sk,' '''''', fr. ,,,, .' ,...,;','- ,,„ -* . t'e ss---` f•" A ' 1 .- I , -.4k ',4, lik440. i , 1,4,• 1 4 . 0 , '4, ' ''' ..,,, ,..,1 • -* 4., ,,, :,. . ,:w, , 4, tti, ,. 1 ', ,. - • tk ‘' 1 ,,, 1 •*. ''',- ..., , .,, , ,.. I .,. ,,)( ."..' .,,,,,'- -'-''°t4',*'% -- , 516-756-8000 ii 516--727-3480 El I 201-575-5400 rii, , - 4''' ''l 44'1' 111111/ti*'' • - '1 ' '''' ii '4 ,'-,=;* `,,,0,111,ilo•—' , ,,..,•,4 „..,,, '4 . 4 . ,,,,--, . — \....../ 111-i2A4G - 0 P wNPOOFSTs°FAuTCHI°L.LITQY d n & '•'' , RevisicSmci:: e= vi Holzmacher, McLen o o RIVERHEAD, N Y N J. Sheet 0 4 is\it, 1/1/` MELVILLE, N.Y. AERIAL PHOTO 2 OF 2 I LD L DATE: MARCH 8, 1988 See T;t1e: NEIGHBORHOOD AERIAL OF SURROUNDING N , -ALtERAIION OF 1-115 DOCLIIAENT, EXCEPLT.BY A LICENSECt PROFESSIC)NAL IS ILLEGA ,ar • -----*1 , 4 xg-,ragi, 44,.1,natt4etik.mxesi.l. q ,,, ,In t ..,,'...',.,..m,....,.,,,. ...*,,—..,,..,..m..,m , , ..". , ..___ ...,,....., - CONSUL11NG'ENGINEERS • ARCHITECTS • PLANNERS - SCIENTISTS •FSAUIRRFI\JEE LDY,ORS -‘, -, — _ t -, 1 0 ,..„... ,- „,....—..,„.. , , , , - - - I ; - 8c.0109,:8 'I-. .I .• - . .• • ..-,. . .. . . .._ , ., ., ,,, ,,, APPENDIX 2—C - .:::: ..::::::;...*:' • • • • • •:•'. ,s. „,.. .4, • ea., . . 4,'••• . ,rd so ,•.',... CO4. ..N. eq.. 17*,, ... • Qs op ‘1' 3%61 * • •:::.•..•.•.'..:.• * .... . • .... •O' .. • *• <4 , .• 0. '..••••••••.• • Li . ... .. 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PROP•R.•::..?:I.•':,.;:.E,:M.I:•.,:0.,I.:.R..II...-•.T,I..:.I:..:II:.i%.:I..,,T*.SI..•,.7. TTRANSPORTATIONNCY k3$134 111 .,...••-.••?.••':'1'L1i):.....a•;..'.i.1.:•..4.•:0.•.. ..• INSTITUTIONAL ....•...:....•...:. ...:1..:-.....•.' .zx• ...,,.‘•:21A2ii13,.111•Iel 1.40i;. .. ..,. a.544' 1 .T..•44•., 141i1 / .T1i0EOr ,0 E ,• PLANNER. SOURCE: SUFFOLK COUNTY REAL . - 1O ' AEXISTING S LAND 01SCALE: 1'- 400' . Ap !4RS ARCHICT RIVERHAD. N.Y. SCIENTISTS- UES..%E%. FAIRFILD. N. 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LANDFILL ilO° 4•: „ -r ,.., ..•...',...,.•::::...-..... .:.:.........:::...:-.4, iz - i* irr PROPOSED I ..,,.. . eQ1>_ A, PROJECT AREA I 10 C 41 ir - • - /•• . 1/11x,_ tei 1 .::......';':,...-..... • : ' `41Prdighally4*.•• ,...0.•...00-NUIP" 1444 ;:,'.-.•*:'............'...:....... e:% AO' 'RP 1% • •,, to 0 oe a .•.24 :s .41,..,64* •J,fel 44, . Iv 1.2 fr 44.41. 4/41r**- Y grCY • : 717....:.••••• •••••••••••••• •••".."...'.........•••••••••••••'....-...•••••••••••••„.•••••-•'......•••••••'•••••••••••••••.'....••.•••••.-.... ... ...........-.................„................. s ••... .L.: -..-• .- .." .-...-• --- .... .. . . .. . .. . . • • •• • - • •• •• •• •• • . ••• ••• -•• -- .••• - • II/ . ........:::•••••• •.....',...........:.•:.•'•:••••:•• •••,'••••••••:•.... .........•••••:•:'.......,...: 'iii.:'.• ....'................•.........',............................'.............................'..... .................'....'. 4 Nr• .• $ $ .' /i EXISTING ' '''''''''""'""":-."'..-- '":."':•:.:,-..,-.. ..,.....-,--.2,.........'.................,..............:,:,..... .... .d....',...:,,....................„..%'" , e , .0 , ••„.... 201•Ic1 'bp ZONING • , -...; :• '1..;•,•••••'••••••••••...."..••••••••"•.'....•••••••••'''..••:•••••••••••••••'.-....*..•........•:••• .:"......•••••••••••••••• ••••••••••••••••••••••••......••••••••••.**...*:••••••••...(a-.....•J:•:•••••••••'......••••••••••'..,.'-.... .1 ,i. A. •.. At ••,.. 4. '''''' . . ... ... . . . _. _ •_. •._ ••••• :1/4.••:•:!. ••• ••••• •• . . ... ...... .................... ................... ................... . LEGEND • z - . . . .. . I • rctic i RESIDENTIAL - AGRICULTURAL (A ''.....::** *:''..,..,' '',..-"•::',"•:-:::::••••::::••••,,,::::,,,• ••:,;,.....'...........:...-.!....:.:...„:.:. :.. ,:.:......::.....-..,.......-. • ''.....'...:.:.".........,:•:,::-..:.... ....-.,......:..).„...-.:. :....„.......,.„....:..................... ...................:.......................... 4pi:::::::::*:::•::::: GENERAL INDUSTRIAL ..., : '::::::.:.::'....:...... ".......'::"....... .::::.::, .,2..*:',......,...................,-....... „........... i........................... PROPOSED PROJECT AREA (C-1) ..• ..• .. • ...• ... .... . ..• ... ... ... ... . . :....".. All, ...et •• •• •• ..• ..• . . ... ..• ... .. ... ... ... ... " " •• •• ••• . • • . [ SOURCE: BUILDING ZONE MAP OF THE TOWN OF SOUTHOLD, 2012_,....4 200_ 210 ENGINEERS • ARCHITECTS • PLANNERS • SCIEN11STS • SURVEYORS DATED; JULY 2, 1985 SECTION `B" OF SIX SECTIONS. 11-12MGROUp MELVILLE, N.Y. RIVERHEAD, N.Y. FAIRFIELD, N.J. SCALE IN FEET • -,.. • ! • • • ,:. APPENDIX 2—E •'Q•G 7 { • ''•y•�•:: `PIE I f1 I LONG ISLAND SOUND 411, r•. 6 . iti7.4%$;\, .•'. • •• ... ...- 41104•00 V..•`..,.„.. .,,,.." _ ..- .2( ,. 4 .,.......;:y\-- 114 4 HaA Tuck Pond 1,;i;, . ••,'• .c-a •,, Rit Po ' b,•' HaA HaA 'He 44 • HaA ‘ . • `#c. iF I RdB HaA \• �tT PIC ks =`- c.HeilliiiiirilliN ~..t:r •'s Y• %4100trt F I j HaA .'•\ `bs .` .�, I �x ,ti tS < '' ~ . � ^� HaA / RdA r � i . .C � 4iJ nI \ ti � � Rd8 /,110%., .., Y` � t1'P �C !� I CU O E LANDFI `��'y `- + i- 1 i y@� HaB �. PIA PmB3 7111111%*...s. ks, i:�:'r ,1.14/mail: •C��y, Ha61•._erT� i E cvE R. • HaA / �4 e S -' RdB • � � • . 0 11. C r •- HaB GP�,�RdA �� r� � •H ; • HaA -'ti h�- '� �, 1411.'- HaA � �/ e; aB -• -- _. ; '..........t. Ha8 obi • /• a � HaA RdBjaB 1RdA ��1. '�i� HaA 4F A Rd8 RdC se Gp' �+ �> +� RdB }} +t ,�+: HaA Rd8 ' ('HaA ' R• ': RdC '�P _ dA '''''.1 �i y r �- ® ¶XHaB 4)111' T •PIC A W� � HaA j illttl ,,,,,„. HaA 2 '''41111I0 ,111, HaB d0 v 0 ,.., •g •-.4 ♦ 'SACK • -EA ',;. !. ' y4� 0 / 'w Ha6 IA HaA a j �`I /. I m �r -,` p- ` �15A HaA HI, a\ �': �� x ti dh • 'A �7T� HaB `, j'�', 4 aCutch os'• " r �� i r.y;i �•' /..:..,..:,, Rd \ ►J RdB • $eliQol _l _ r:.. `'w ..i% . ' • 4.,i. •i _-• :$ 'o.:-..L. C• I HwA 'n ISOILS MAP o SOURCE: 1 SOIL SURVEY OF SUFFOLK SCALE: 1"= 20,000'. COUNTY DATED: APRIL 1975 111 I.. I-12MGROUP ENGINEERS • ARCHITECTS • PLANNERS • SCIENTISTS Q MELVILLE. N.Y. RIVERHEAO. N.Y. FAIRFIELD. N.J. CO APPENDIX 2-F I I -...'"...'SILVER 41.111 ....... • .40 , I NORTN 00011 Oa 4%s RO, : ^•-d,„::...•, EA LEVEL ES LAKE�� •r• • ••4111V • • SEA LEVEL GRE'�NPO�'•'�'?~ .'•; • Approx. I :;: : 'c Salt Water- :•:::,.• - • ••?;; ,: ,;• :••••. : 4. •••e0- • Fresh Water :.;;;:i••• it: ; •.. ••. ; ;•:.-to- .:•_ :• %, ' Interface -looC;•; •• ::•:• • ''tp•£Xs ;• •• •.:••- ,•,•w r::`. :: • „ERPF /▪ .2,•-,':>7I -:��`,•; ;: .. • • ' ;Ur : %'"•.:f!:•.; -200 . CO -200•�'.:•, • : • h ss/;:i:h • •.ij.1f. • M ::.0..:........•.......•.....:.•..•• • ••�• C . .. /' `. �• . '..,r/':yr �y :*: : •:. •� :� . • -300 -s•••..../...s....' '. \c\., ' 00 ..fit,j,;'• /t /? ';-,*; • ' \� • ••''-700�\ \\\:\ ,0,; ` i. '? t .•: //// i/ '• ' j`/%• ij;� f ', '/ .400 I 014. •• ..`i• : '• .V:• .::"!'/•- • :• / /,-'/ • •-40e•t:.;-1:r•i..". .:;.,;.:..7...•••7.•••••:: 7.••.•• .•• I for, • :�\:�•�t\.- rf• f ;-ice''/ / f •i /// ;a: .Y ti.'1{: •',. ."1.,‘....„•.••..•-:•.-..1,..._ ;•= / ' ::•• •':mi.i. •500 •`•:•- • / • { • i • 1;N'' . 114,1 yap "••.......•• . ::::i:i?: •:.�. p - -600 �� � ��� �� � i /// i •::ire:.;.. , /.•♦lr.�:. • ` - �'� • — ''// /// / ;;p•'L r: :::' •,•t• 'j`,I*,fir\ ` /, `84, :' M,i 114 !*N y.s1• � '4 -Goo-t::;�. _ - //,/ .::;-:: `_t:1,1ksu�•ey,�q,--rxi,,: A..•.'i.:?:,'f• /i i,}y:..' .4.'.:•.•: .-...;, •;,,,,,,,,:,,,v....4, .41pafC4•b wA t•i• rel ::'?:• 's 4:1:: P�. •yyIi.��!'�•~fir 'p+tea•• R•qT 'n.r.,:i;7:ti:i:'i:i:::::.,yi:.,.::.•:::ii :�..` • ..1..!P..i.ta F7C�'"�k, ...!1!.14:4 0z..�j. ' ?:iii% ;•:r.:::,:• ��._' ^Q z .y..s. .�a 0 o .t ,.--••••:::::::.......::::::•::•::::-...z:4•:-.••••:.4%.....,, :r` ..�s '� .s. !!� ..:I 0 • V �I?t :p'3 It ,t..• ,,.-7-‘'-B. 1� h y.;KiiL :r. 17 � w .L.� R � .n�: Ana_ Tn :«iii:•?:•:�' :':..,.:,:i: i^' •0".s• 4 •%— / wv 1/. y ;?,.r.•. -▪ .$4./ p .).:. .._. >Jf\iI .oxo �. .e u ^ mea_ 'Jo• N 1 �N'fiii• /;p .Ih.�b� ak�if,-4-4.,...-74,,s,,,,,� e. $ 7�s'K.?Jii +iii_ �x3�: i\� * •� IIZ..2e»44,. 4 1 y Utz V/lJ.;•01 .s IGeneralized .Isometric Geological Cross Section of the Southold Peninsula I SOURCE:. Section 201-Wastewater Facility Plan of the Mainland Portion of the Town of Southold. H2M. August, 1978. I 11-12MGROUP ENGINEERS • ARCHITECTS Eg•o, PLANNERS • SCIEN.Y. NTISTS N.J. MELVILE. N.Y. RIVEI Ea on no v r In In me — an no an on an r ma r — no D !.. _ N LONG ISLAND SOUND M• a :d ~-- .�s. PROPOSED PROJECT AREAYS OMNIS.- �.•. A„ At Alit ,.....:0000„4 of- ,. AkikRN, -.) tlY� ` '17.0k.3,,, MEM Ruda �`, .tje it SR eD 9V 6 9t a 11 4' +*: 11 4 10;::: .1:... 41 Y • - is%.• 1 1% lr / stilus `' ?scooter Ila V Y W f 1 il • `sees y w sea sera _... .. sees ,� N... �.� .� REGIONAL MAP ''"'"' qse®svtc ( / % am t- SCALE: 1 ` = 5 MILES OA V r •sees . � • / •, 4,-, IG _,��'ts....e_'° AIRPORT LOCATIONS , ______ -11114 - +viiii.d1 Y ` C IEETPORI < � n� .«.•.••"'"4* 4-EAST HAMPTON AIRPORT 5-C. ROSE AIRPORT D 1 m z v_ R N 1 G 11-12MGROl P ENGINEERS • ARCHITECTS • PLANNERS • SCIENTISTS I u MELVILLE. N.Y. RIVERHEA , N.Y. FAIRFIELD. N.J. ' \ I I , • 1 Hi APPENDIX 3 . , „ I I 't 1 t's . t ft f , i ° i I i .. ''. . , , . - , _ ; . 4 I3 1 1 I i 1, i 1 1.1 1 14-16-2 (2/87)-7c 1 617.21 SEAR Appendix A State Environmental Quality Review I FULL ENVIRONMENTAL ASSESSMENT FORM Purpose: The full EAF is designed to help applicants and agencies determine, in an orderly manner, whether a project I or action may be significant. The question of whether an action may be significant is not always easy to answer. Frequent- ly, there are aspects of a project that are subjective or unmeasureable. It is also understood that those who determine significance may have little or no formal knowledge of the environment or may be technically expert in environmental I analysis. In addition, many who have knowledge in one particular area may not be aware of the broader concerns affecting the question of significance. The full EAF is intended to provide a method whereby applicants and agencies can be assured that the determination process has been orderly,comprehensive in nature,yet flexible to allow introduction of information to fit a project or action. I Full EAF Components: The full EAF is comprised of three parts: • Part 1: Provides objective data and information about a given project and its site. By identifying basic project I data, it assists a reviewer in the analysis that takes place in Parts 2 and 3. Part 2: Focuses on identifying the range of possible impacts that may occur from a project or action. It provides guidance as to whether an impact is likely to be considered small to moderate or whether it is a potentially. I large impact. The form also identifies whether an impact can be mitigated or reduced. Part 3: If any impact in Part 2 is identified as potentially-large, then Pdrt 3 is used to evaluate whether or not the impact is actually important. I • IDETERMINATION OF SIGNIFICANCE—Type 1 and Unlisted Actions Identify the Portions of EAF completed for this project: Ill Part 1 54 Part 2 MPart 3 I Upon review of the information recorded on this EAF(Parts 1 and 2 and 3 if appropriate), and any other supporting i information, and considering both the magitude and importance of each impact, it is reasonably determined by the lead agency that: I O A. The project will not result in any large and important impacts) and, therefore, is one which will not have a significant impact on the environment, therefore a negative declaration will be prepared. u B. Although the project could have a significant effect on the environment, there will not be a significant I effect for this Unlisted Action because the mitigation measures described in PART 3 have been required, therefore a CONDITIONED negative declaration will be prepared.' I C. The project may result in one or more large and important impacts that may have a significant impact on the environment, therefore a positive declaration will be prepared. * A Conditioned Negative Declaration is only valid for Unlisted Actions I 1 Southold Solid Waste/Sludge Composting Facility I Name of Action Town of Southold Name of Lead Agency IFranc ' = . rph Supervisor, Town of Southold Print o y. e : ' -ssonsible Officer in Lead Agency Title of Responsible Officer Il , 4e9' Zii ,.......-...,- -_"--....r1211 4.0 ae,, Ate-AAA- 770p )1111P�f u-erersponsible Officer in Lead Agency Signature of Preparer(If different from responsible officer) If July 26, 1988 H2M/Holzmacher, McLendon & Murrell, P.C. George W. Desmarais, P.E. Date I 1 I ART 1—PROJECT INFORMATE . Prepared by Project Sponsor 1 NOTICE: This document is designed to assist in determining whether the action proposed may have a significant effect on the environment. Please complete the entire form, Parts A through E. Answers to these questions will be considered as part of the application for approval and may be subject to further verification and public review. Provide any additional information you believe will be needed to complete Parts 2 and 3. I It is expected that completion of the full EAF will be dependent on information currently available and will not involve new studies, research or investigation. If information requiring such additional work is unavailable, so indicate and specify each instance. INAME OF ACTION Southold Solid Waste Management Facility — Composting Project L ATIO O A ION n de Street A ress,Municipality and County) io Of }}h� sl e f Cutchogue f i 11 II �l 1 : — 9 nt1�.?x Lanes &y Orego211/4rER aas. mown or S$ut a, surroix unty. ' NAME OF APPLICANT/SPONSOR BUSINESS TELEPHONE Town of Southold (516 )765-111n0 I ADDRESS 53095 Main Road CITY/PO STATE ZIP CODE Southold NY 11791 I NAME OF OWNER(if different) BUSINESS TELEPHONE ( ) 1 ADDRESS CITY/PO STATE ZIP CODE IDESCRIPTION OF ACTION Construction of a MSW and sludge catiposting facility to be situated on the site of, the Cutcho ue Landfill. The composting facility will consist of a processing . _ . area & a storage/staging area, to be located in the general area of the southern portion of the parcel. T processing area will consist of a large 1_story] structure• 7.'he torage/staging area will be a paved area onto which the processed material will be placed. 11activities associated with the - proposed action are to occur in the southern portion of the prop =rt south of the power transmission towers. Please Complete Each Question—Indicate N.A. if not applicable I A. Site Description IIPhysical setting of overall project, both developed and undeveloped areas. 1. Present land use: Durban Dlndustrial OCommercial DResidential(suburban) DRural(non-farm) OForest DAgriculture LNOther landfill ; sandmininq activites, some 1dCCdS . 2. Total acreage of project area: 11 available acres* * Portion of 60.9 acre landfill site. Refer tc APPROXIMATE ACREAGE *tentire landfill, including PRESENTLY AFTER COMPLETIONlocatior Meadow or Brushland (Non-agriculturalF1DjeCt site) ' 0.7 acres 0 acres man. 1 Forested 6.1 acres 6.1 acres Agricultural (Includes orchards, cropland, pasture, etc.) 0 acres 0 acres Wetland (Freshwater or tidal as per Articles 24, 25 of ECL) 0 acres 0 acres IWater Surface Area 0.1 acres 0 acres Unvegetated (Rock, earth or fill) 53.7 acres unknown acres** Roads, buildings and other paved surfaces 0.3 acres un]Qir�wn acres** ((Other (Indicatet� type) acres acres 3. Whatis (relativepercentageoilgttype(s)ontproject site? 2113(39%) , M. (1M) , t-TAI (1 c4) , PLB(8%) , XaB(5%) , Prqr(5%) I a. Soil drainage: Well drained 60 % of site L Moderately well drained 40 % of site CpE(2$) ❑Poorly drained % of site b. If any agricultural land is involved, how many acres of soil are classified within soil group 1 through 4 of the NYS Land Classification System? ±12 acres. (See 1 NYCRR 370). (HaA and HaB soils) 4. Are there bedrock outcroppings on project site? DYes No a. What is depth to bedrock? ±800 (in feet) IUnkncMn at this tittle until specific 2 vendor information is obtained. 15. Approximate percentage of propo- . project site with slopes: 00-10% _ % 010-15% 20 % 015% or greater 20 % I 6. Is project substantially contiguous to, or contain a building, site, or district, listed on the State or the National Registers of Historic Places? OYes ®No 7. Is project substantially contiguous to a site listed on the Register of National Natural Landmarks? °Yes ( No I8. What is the depth of the water table? (in feet) See Attachment I-. 9. Is site located over a primary, principal, or sole source aquifer? OYes E No I 10. Do hunting, fishing or shell fishing opportunities presently exist in the project area? OYes BNo 11. Does project site contain any species of plant or animal life that is identified as threatened or endangered? °Yes L No According to H2M field inizpgtigij-ir g I . Identify each species 12. Are there any unique or unusual land forms on the project site? (i.e., cliffs, dunes, other geological formations) °Yes EXNo Describe Il 13. Is the project site presently used by the community or neighborhood as an open space or recreation area? OYes ;XNo If yes, explain I 14. Does the present site include scenic views known to be important to the community? flYes XNo 15. Streams within or contiguous to project area: N/A a. Name of Stream and name of River to which it is tributary • 16. Lakes, ponds, wetland areas within or contiguous to project area: a. Name N/A b. Size (In acres) I17. Is the site served by existing public utilities? OYes K)No a) If Yes, does sufficient capacity exist to allow connection? OYes ONo b) If Yes, will improvements be necessary to allow connection? OYes ONo I 18. Is the site located in an agricultural district certified pursuant to Agriculture and Markets Law, Article 25-AA, Section 303 and 304? OYes allo 19. 15 the site located in or substantially contiguous to a Critical Environmental Area designated pursuant to Article 8 I of the ECL, and 6 NYCRR 617? °Yes NNo 20. Has the site ever been used for the disposal of solid or hazardous wastes? CXYes ONo The proposed action is to be located on a portion of the Cutchogue landfill, which is I an active solid waste landfill. • B. Project Description 1 1. Physical dimensions and scale of project (fill in dimensions as appropriate) a. Total contiguous acreage owned or controlled by project sponsor 60.9 acres. b. Project acreage to be developed 11 availablecres initially; 11 avail ah1 P acres ultimately. I c. Project acreage to remain undeveloped 49.9± acres. d. Length of project, in miles: N/A (If appropriate) e. If the project is an expansion, indicate percent of expansion proposed N/A %;' f. Number of off-street parking spaces existing 10 ; proposed 0 ±6 trucks/dumpsters g. Maximum vehicular trips generated per hour 76 (upon completion of project)? ±70 cars/pickups I h. If residential: Number and type of housing units: N/A One Family Two Family Multiple Family Condominium Initially IUltimately i. Dimensions (in feet) of largest proposed structure * height; * width; * length. j. Linear feet of frontage along a public thoroughfare project will occupy is? 1,20 ft. Lnown until specific vendor information is obtained I 2. How much natural material (I.l .ock, earth. etc.) will be removed from t. ,ite? 0 tons/cubic yards 3. Will disturbed areas be reclaimed? DYes ONo CSN/A II a. If yes, for what intended purpose is the site being reclaimed? b. Will topsoil be stockpiled for reclamation? DYes ONo c. Will upper subsoil be stockpiled for reclamation?� DYes ONo I 4. How many acres of vegetation (trees, shrubs, groma�unacovers) will be removed from site? ±0.7 acres. 5. Will any mature forest (over 100 years old) or other locally-important vegetation be removed by this project? DYes l No II6. If single phase project: Anticipated period of construction 12 months, (including demolition). 7. If multi-phased: N/A Ia. Total number of phases anticipated (number). b. Anticipated date of commencement phase 1 month year, (including demolition). c. Approximate completion date of final phase month year. d. Is phase 1 functionally dependent on subsequent phases? DYes ONo 8. Will blasting occur during construction? DYes ]No 9. Number of jobs generated: during construction 25--30 ; after project is complete 5 10. Number of jobs eliminated by this project 0 . I11. Will project require relocation of any projects or facilities? DYes NNo If yes, explain 12. Is surface liquid waste disposal involved? DYes ONo 111 a. If yes, indicate type of waste (sewage, industrial, etc.) and amount b. Name of water body into which effluent will be discharged stir to * * lea ha - fj •-eg�c;a stag sQ ' 13. Is subsurface liquid waste disposal involved? DYes LNo Ty. —_ �_ _ �* 14. Will surface area of an existing water body increase or decrease by proposal? nYes ONo Explain Small (±0.1 acre) water body (a result of stormwater runoff) will be eliminated I15. Is project or any portion of project locateo in a 100 year flood plain? DYes !$N° 16. Will the project generate solid waste? DYes ENo I a. If yes, what is the amount per month tons b. If yes, will an existing solid waste facility be used? DYes ONo c. If yes, give name ; location I d. Will any wastes not go into a sewage disposal system or into a sanitary landfill? DYes ONo e If Yes, explain 17. Will the project involve the disposal of solid waste? $,Yes ONo a. If yes, what is the anticipated rate of disposal? ±3000 tons/month. b. If yes, what is the anticipated site life? in PexPetulPirs. I18. Will project use herbicides or pesticides? DYes £ No 19. Will project routinely produce odors (more than one hour per day)? DYes gNo I20. Will project produce operating noise exceeding the local ambient noise levels? DYes CNo 21. Will project result in an increase in energy use? 6Yes ONo If yes , indicate type(s) electricity 22. If water supply is from wells, indicate pumping capacity 545 gallons/minute. 23. Total anticipated water usage per day 521,600 gallons/day. 24. Does project involve Local, State or Federal funding? DYes ONo If Yes, explain NYS Energy Research & Development Authority (NYSERTA) ; NYS Dept. of Environment I al Conservation (NYSDB ) via the Environmental Qu1A1 ity Bond Act (B BA) 4 I 25. Approvals Required: Submittal Type Date City, Town, Village Board ;Yes ONo Project approval City, Town, Village Planning Board OYes &No I City, Town Zoning Board OYes t' No City, County lin Ith Department OYes &No Other Local Agencies ❑Yes K)No Other Regional Agencies OYes 23No State Agencies (NYSDEC) taYes ONo Part 360 permit forst' aciligicc III Federal Agencies OYes 7No C. Zoning and Planning Information 1 . Does proposed action involve a planning or zoning decision? OYes l&No If Yes, indicate decision required: I * Ozoning amendment Ozoning variance Ospecial use permit Osubdivision Osite plan Onewlrevision of master plan Oresource management plan Oother 2 What_is the zooine.classjfication(s)of the site?_Landfill property_. zoned C-1 (grill andustry) , ±12.5 acres, & "A" Residential'- icultural (±48.4 acres) . Proposed action in "A" Res Aa. zone. I ,,}�, What iiss th+ i i Nut ntiaevelo ment of the,site iteveloped as permitted bythe resent zoning? A g.=_ib'�, `00 s (max. of 20% permitted lot coverage for sf@ 40,000sf;)±774,400 sf Tax of - '= - --- - - - - -.--: = - - e '• :. eee _ ---.- ..- -_ from I 4. What is the proposed zoning of the site? N/A Chapt. 100(Zoning) 5. What is the maximum potential development of the site if developed as permitted by the proposed g? . fie. N/A 111 6. Is the proposed action consistent with the recommended uses in adopted local land use plans? OYes No 7. What are the predominant land use(s) and zoning classifications within a Y. mile radius of proposed action? IActive agriculture; single family . residences church; limited commercial & industry 8 Is the proposed action compatible with adjoining/surrounding land uses within a 'h mile? OYes JNo I 9 If the proposed action is the subdivision of land, how many lots are proposed? N/A - a. What is the minimum lot size proposed? 10. Will proposed action require any authorization(s) for the formation of sewer or water districts? OYes No 11 Will the proposed action create a demand for any community provided services (recreation, education, police, I fire protection)? OYes ;XNo Ia. If yes, is existing capacity sufficient to handle projected demand? TiYes ONo 12. Will the proposed action result in the generation of traffic significantly above present levels? OYes LINo a. If yes, is the existing road network adequate to handle the additional traffic? OYes ONo I D. Informational Details - Attach any additional information as may be needed to clarify your project. If there are or may be any adverse Iimpacts associated with your proposal, please discuss such impacts and the measures which you propose to mitigate or avoid them. I E. Verification I certify that the information provided above is true to the best of my knowledge. in Applicant/Sponsor Name Date Signature Title If the action is in the Coastal Area, and you are a state agency, complete the Coastal Assessment Form before proceeding with this assessment. * The proposed Southold master plan intends5LI (Light 1n stry) for the landfill site. • 1 Part 2— ROJECT IMPACTS AND THEIR . .AGNITUDE Responsibility of Lead Agency I General Information (Read Carefully) • In completing the form the reviewer should be guided by the question: Have my responses and determinations been reasonable? The reviewer is not expected to be an expert environmental analyst. I • Identifying that an impact will be potentially large (column 2) does not mean that it is also necessarily significant. Any large impact must be evaluated in PART 3 to determine significance. Identifying an impact in column 2 simply asks that it be looked at further. I • The Examples provided are to assist the reviewer by showing types of impacts and wherever possible the threshold of magnitude that would trigger a response in column 2. The examples are generally applicable throughout the State and for most situations. But, for any specific project or site other examples and/or lower thresholds may be appropriate a Potential Large Impact response, thus requiring evaluation in Part 3. Ifor • The impacts of each project, on each site, in each locality, will vary. Therefore, the examples are illustrative and have been offered as guidance. They do not constitute an exhaustive list of impacts and thresholds to answer each question. • The number of examples per question does not indicate the importance of each question. • I • In identifying impacts. consider long term, short term and cumlative effects. Instructions (Read carefully) . I a. Answer each of the 19 questions in PART 2. Answer Yes if there will be any impact. b. Maybe answers should be considered as Yes answers. c. If answering Yes to a question then check the appropriate box (column 1 or 2) to indicate the potential size of the I impact. If impact threshold equals or exceeds any example provided,check column 2. If impact will occur but threshold is lower than example, check column 1. d. If reviewer has doubt about size of the impact then consider the impact as potentially large and proceed to PART 3. I e. If a potentially large impact checked in column 2 can be mitigated by change(s) in the project to a small to moderate impact, also-check the Yes box in column 3. A No response indicates that such a,reduction is not possible. This must be explained in Part 3. 1 1 2 3 Small to Potential Can Impact Be Moderate Large Mitigated By IIIMPACT ON LAND Impact Impact Project Change 1 . Will the proposed action result in a physical change to the project site? ONO EYES I Examples that would apply to column 2 • Any construction on slopes of 15% or greater, (15 foot rise per 100Ea 0 ❑Yes CI No foot of length), or where the general slopes in the project area exceed 10%. • Construction on land where the depth to the water table is less than ® 0 ❑Yes CI No 3 feet. • Construction of paved parking area for 1,000 or more vehicles.I Ea ❑ ❑Yes ❑No • Construction on land where bedrock is exposed or generally within ® 0 ❑Yes ❑No 3 feet of existing ground surface. I • Construction that will continue for more than 1 year or involve more Q 0 ❑Yes ❑No than one phase or stage. • Excavation for mining purposes that would remove more than 1,000 ® 0 ❑Yes ONo I -tons of natural material (i.e., rock or soil) per year. • Construction or expansion of a sanitary landfill. ® 0 ❑Yes ONo • Construction in a designated floodway. ® 0 ❑Yes ONo I • Other impacts Construction & operation of a MSW/sludge 0 ® 0 Yes ONo composting facility 2. Will there be an effect to any unique or unusual land forms found on Ithe site?(i.e., cliffs, dunes, geological formations, etc. NO OYES • Specific land forms: 0 0 EYes ONo 1 6 1 2 3 Small to Potential Can Impact Be IIMPACT ON WATER Moderate Large Mitigated By 3 Will proposed action affect any water body designated as protected? Impact Impact Project Change (Under Articles 15, 24. 25 of the Environmental Conservation Law, ECL) I ENO OYES Examples that would apply to column 2 • Developable area of site contains a protected water body. 0 0 ❑Yes ONo I • Dredging more than 100 cubic yards of material from channel of a 0 0 ❑Yes ONo protected stream. • Extension of utility distribution facilities through a protected water body. 0 0 ❑Yes ❑No I • Construction in a designated freshwater or tidal wetland. ❑ 0 ❑Yes ONo • Other impacts: 0 0 ❑Yes ❑No I4. Will proposed action affect any non-protected existing or new body of water? ONO ®YES Examples that would apply to column 2 • I • A 10% increase or decrease in the surface area of any body of water ❑ ❑Yes ONo or more than a 10 acre increase or decrease. DI • Construction of a body of water that exceeds 10 acres of surface area. Q ❑ ❑Yes ONo I • Other impacts: Removal of a 0.1 acre storm water 0 1g ®Yes ONo drainage area • I5. Will Proposed Action affect surface or groundwater quality or quantity? ONO ®YES Examples that would apply to column 2 • Proposed Action will require a discharge permit.I ® ❑ ❑Yes ONo • Proposed Action requires use of a source of water that does not ® 0 ❑Yes ❑No have approval to serve proposed (project) action. I • Proposed Action requires water supply from wells with greater than 45 0 ® ®Yes ONo gallons per minute pumping capacity. • Construction or operation causing any contamination of a water ® 0 ❑Yes ONo I supply system. • Proposed Action will adversely affect groundwater. 0 ® ®Yes ONo • Liquid effluent will be conveyed off the site to facilities which presently ® 0 ❑Yes ONo ' do not exist or have inadequate capacity. • Proposed Action would use water in excess of 20,000 gallons per 0 ® ®Yes ❑No day. • Proposed Action will likely cause siltation or other discharge into an ® 0 ❑Yes 0 N existing body of water to the extent that there will be an obvious visual contrast to natural conditions. I • Proposed Action will require the storage of petroleum or chemical ® 0 ❑Yes ONo products greater than 1,100 gallons. • Proposed Action will allow residential uses in areas without water ® 0 ❑Yes ONo and/or sewer services. I • Proposed Action locates commercial and/or industrial uses which may ® 0 ❑Yes ❑No require new or expansion of existing waste treatment and/or storage facilities. . • Other impacts: 0 0 ❑Yes ❑No I6. Will proposed action alter drainage flow or patterns, or surface water runoff? ENO OYES , i Examples that would apply to column 2 t _ • Proposed Action would change flood w.:- flows. ❑ — i -`"• �� No I 7 1 1 2 3 Small to Potential Can Impact Be 1 Moderate Large Mitigated By Impact Impact Project Change I • Proposed Action may cause substantial erosion. ❑ 0 ❑Yes ONo • Proposed Action is incompatible with existing drainage patterns. 0 0 ❑Yes ONo • Proposed Action will allow development in a designated floodway. 0 0 ❑Yes ONo 1 • Other impacts: 0 0 ❑Yes ONo I IMPACT ON AIR 7 Will proposed action affect air quality? ONO DYES Examples that would apply to column 2 I • Proposed Action will induce 1,000 or more vehicle trips in any given 0 0 ❑Yes ONo hour. • Proposed Action will result in the incineration of more than 1 ton of ❑ 0 ❑Yes ONo • 1 refuse per hour. • Emission rate of total contaminants will exceed 5 lbs. per hour or a 0 0 ❑Yes ONo heat source producing more than 10 million BTU's per hour. • Proposed action will allow an increase in the amount of land committed 0 0 ❑Yes ONo to industrial use. • Proposed action will allow an increase in the density of industrial 0 0 ❑Yes ONo Idevelopment within existing industrial areas. • Other impacts: Tndoor/outrinnr• mPthanP- rathngPn or Anat 0 ® EYes ONo IIMPACT ON PLANTS AND ANIMALS 8. Will Proposed Action affect any threatened or endangered • I species? LINO DYES Examples that would apply to column 2 • Reduction of one or more species listed on the New York or Federal ❑ 0 ❑Yes ONo I list, using the site, over or near site or found on the site. • Removal of any portion of a critical or significant wildlife habitat. 0 ❑ ❑Yes ONo • Application of pesticide or herbicide more than twice a year, other 0 0 ❑Yes ONo 1 than for agricultural purposes. • Other impacts: • 0 0 ❑Yes ONo I 9. Will Proposed Action substantially affect non-threatened or non-endangered species? aNO DYES I Examples that would apply to column 2 • Proposed Action would substantially interfere with any resident or 0 0 ❑Yes ONo migratory fish, shellfish or wildlife species. • Proposed Action requires the removal of more than 10 acres 0 ❑ ❑Yes ONo Iof mature forest (over 100 years of age) or other locally important vegetation. I . IMPACT ON AGRICULTURAL LAND RESOURCES Will the Proposed Action affect agricultural land resources? ►ANO DYES I Examples that would apply to column 2 • The proposed action would sever, cross or limit access to agricultural 0 0 ❑Yes ONo land (incudes croplan: hayfields, pasture, vineyard, orchard, etc.) 1 8 I - 2 3 Small to Potential Can Impact Be I Moderate Large Mitigated By Impact Impact Project Change • Construction activity would excavate or compact the soil profile of 0 0 ❑Yes ONo 1 agricultural land. • The proposed action would irreversibly convert more than 10 acres 0 0 ❑Yes ONo of agricultural land or, if located in an Agricultutal District, more than 2.5 acres of agricultural land. • The proposed action would disrupt or prevent installation of agricultural 0 0 ❑Yes ONo land management systems (e.g., subsurface drain lines, outlet ditches, I strip cropping); or create a need for such measures (e.g. cause a farm field to drain poorly due to increased runoff) • Other impacts: 0 0 ❑Yes ONo I IMPACT ON AESTHETIC RESOURCES Ill . Will proposed action affect aesthetic resources? NO DYES (If necessary, use the Visual EAF Addendum in Section 617.21, Appendix B.) 1 Examples that would apply to column 2 • Proposed land uses, or project components obviously different from 0 0 ❑Yes ONo or in sharp contrast to current surrounding land use patterns, whether man-made or natural. I • Proposed land uses, or project components visible to users of 0 0 ❑Yes ONo aesthetic resources which will eliminate or significantly reduce their enjoyment of the aesthetic qualities of that resource. 1 • Project components that will result in the elimination or significant 0 0 ❑Yes ONo screening of scenic views known to be important to the area. • Other impacts: • 0 0 • ❑Yes ONo I 1 IMPACT ON HISTORIC AND ARCHAEOLOGICAL RESOURCES 12. Will Proposed Action impact any site or structure of historic, pre- historic or paleontological importance? NO OYES Examples that would apply to column 2 1 • Proposed Action occurring wholly or partially within or substantially 0 0 ❑Yes ONo contiguous to any facility or site listed on the State or National Register of historic places. 1 • Any impact to an archaeological site or fossil bed located within the ❑ 0 ❑Yes ONo project site. • Proposed Action will occur in an area designated as sensitive for 0 0 ❑Yes ONo Iarchaeological sites on the NYS Site Inventory. • Other impacts: 0 0 ❑Yes ONo 1 IMPACT ON OPEN SPACE AND RECREATION 13. Will Proposed Action affect the quantity or quality of existing or 1 future open spaces or recreational opportunities? Examples that would apply to column 2 M'NO DYES • The permanent foreclosure of a future recreational opportunity. 0 0 ❑Yes ❑No I • A major reduction of an open space important to the community. ❑ 0 ❑Yes EJ-No• Other impacts: 0 0 ❑Yes ONo 1 9 I I 2 3 IMPACT ON TRANSPORTATION Small to Potential Can Impact Be 1-4 Will there be an effect to existing transportation systems? i ONO AYES Moderate Large Mitigated By Impact Impact Project Change Examples that would apply to column 2 • Alteration of present patterns of movement of people and'or goods. $Yes CNo • Proposed Action will result in major traffic problems. 0 0 CYes ONo • Other impacts: 0 0 ❑Yes ONo IIMPACT ON ENERGY I15. Will proposed action affect the community's sources of fuel or energy supply? ONO OYES Examples that would apply to column 2 • Proposed Action will cause a greater than 5% increase in the use of 0 7 CYes ONo Iany form of energy in the municipality. • Proposed Action will require the creation or extension of an energy 0 0 ❑Yes ONo transmission or supply system to serve more than 50 single or two family I residences or to serve a major commercial or industrial use. • Other impacts: 0 0 ❑Yes ❑No NOISE AND ODOR IMPACTS 16 Will there be objectionable odors, noise, or vibration as a result ' of the Proposed Action? ONO EYES Examples that would apply to column 2 • Blasting within 1,500 feet of a hospital, school or other sensitive 0 0 ❑Yes ONo Ifacility. •- Odors will occur routinely (more than one hour per day). ® 0 ®Yes ONo •`Proposed Action will produce operating noise exceeding the local ❑ 0 ❑Yes ONo ambient noise levels for noise outside of structures. • Proposed Action will remove natural barriers that would act as a 0 0 ❑Yes ❑No noise screen. I • Other impacts: 0 0 ❑Yes ONo I IMPACT ON PUBLIC HEALTH 17. Will Proposed Action affect public health and safety? ONO )OYES I Examples that would apply to column 2 • Proposed Action may cause a risk of explosion or release of hazardous ® 0 ❑Yes ONo substances(i.e. oil, pesticides,chemicals, radiation,etc.)in the event of I accident or upset conditions, or there may be a chronic low level discharge or emission. • Proposed Action may result in the burial of"hazardous wastes" in any ® ❑ ❑Yes CNo I form (i.e. toxic, poisonous, highly reactive, radioactive. irritating, infectious, etc.) • Storage facilities for one million or more gallons of liquified natural M 0 ❑Yes CNo I gas or other flammable liquids. . • Proposed action may result in the excavation or other disturbance ❑ ® ❑Yes ENO within 2.000 feet of a site used for the disposal of solid or hazardous Iwaste. • Other impacts: 0 0 CYes CNo t I .0 1 1 2 3 IMPACT ON GROWTH AND CHARACTER Small to Potential Can Impact Be OF COMMUNITY OR NEIGHBORHOOD Moderate Large Mitigated By 1 18. Will proposed action affect the character of the existing community? Impact Impact Project Change ONO (BYES Examples that would apply to column 2 I • The permanent population of the city, town or village in which the a 0 ❑Yes ONo project is located is likely to grow by more than 5%. • The municipal budget for capital expenditures or operating services CEC 0 ❑Yes ONo I will increase by more than 5% per year as a result of this project. • Proposed action will conflict with officially adopted plans or goals. or ❑ ❑Yes ONo • Proposed action will cause a change in the density of land use. ® 0 ❑Yes ONo 1 • Proposed Action will replace or eliminate existing facilities. structures IX 0 ❑Yes ONo or areas of historic importance to the community. • Development will create a demand for additional community services M 0 ❑Yes ONo 1 (e.g. schools, police and fire, etc.) • Proposed Action will set an important precedent for future projects. 0 IR ❑Yes ®No • Proposed Action will create or eliminate employment. 0 M ❑Yes ®No 1 • Other impacts: 0 0 ❑Yes ONo I 19. Is there, or is there likely to be, public controversy related to potential adverse environmental impacts? ENO DYES 1 If Any Action in Part 2 Is Identified as a Potential Large Impact or 1 If You Cannot Determine the Magnitude of Impact, Proceed to Part 3 1 Part 3—EVALUATION OF THE IMPORTANCE OF IMPACTS Responsibility of Lead Agency IPart 3 must be prepared if one or more impact(s) is considered to be potentially large, even if the impact(s) may be mitigated. I Instructions Discuss the following for each impact identified in Column 2 of Part 2: 1 . Briefly describe the impact. 1 2. Describe(if applicable)how the impact could be mitigated or reduced to a small to moderate impact by project change(s). 3 Based on the information available, decide if it is reasonable to conclude that this impact is important. To answer the question of importance, consider: I • The probability of the impact occurring • The duration of the impact • Its irreversibility, including permanently lost resources of value 1 • Whether the impact can or will be controlled • The regional consequence of the impact • Its potential divergence from local needs and goals 1 • Whether known objections to the project relate to this impact. (Continue on attachments) I • 1 11 i 1 1 Attachment I Section A (8) : The depth of the water table ranges from approximately 1 4 feet in the area of the sandpit, to approximately 53 feet near CR48. In the intended project area, the depth to the water table ranges from approximately 38 to 53 feet. 1 1 1 1 1 i 1 i 1 1 1 1 1 Attachment II Part 3 - Long Environmental Assessment Form Evaluation of Importance of Impacts ' Impact on Land Physical change to project site includes construction of vessel containment buildingand compost curing struc- tures. Note that the project site is the existing Cutchogue Landfill . Existing buildings on site include the material recovery drop of building. Mitigation to this impact may ' include property line setbacks and vegetative buffer areas. Impact on Water ' It is anticipated that a 0.1 acre storm water drainage area will be removed as a result of the proposed action. It is not expected that the loss of this storm water collection 111 area is a significant loss worth mitigation. Proposed action will require groundwater pumping from ' landfill well. At the time of this writing, it is not anticipated that pumping will exceed 45 gallons per minute. Pumping could be mitigated by recycling process waste water. ' Potential exists for process water in the form of leachate to reach groundwater beneath the project site. It is proposed that this potential impact will be mitigated via ' the use of a sloped concrete slab barrier and leachate col- lection system. ' Impact on Air Potential for dust, odor and pathogen generation exists as a result of the proposed action. Such impacts are pro- posed to be mitigated via project design through the incor- poration of negative pressure biofiltration. Potential for serious impact is anticipated to be small; proper mitigation will reduce serious impacts. Impact on Transportation Present patters of motor vehicle movement (MVM) are expected to alter as a result of the proposed facility. Secondary distribution of MVM is anticipated to occur on Cox's Lane. ' Noise and Odor Impacts Odor, pathogens and dust are anticipated as a result of the proposed action. Project, as proposed, includes mitiga- tion. See Impacts on Air. Impacts on Public Health ' Project may result in the excavation of area within the Cutchogue Landfill less than 2, 000 feet from covered and active solid waste landfill cell areas. Proposed location of vessel containment building would not require excavation of soil in current or past landfill cell area. Proposed product curing areas are located upon buried car, ash, construction and demolition debris and general refuse. Impact on Growth and Character of Community or Neighborhood ' Proposed action will most likely set precedence in NYSDEC Region I as first MSW composting facility. Proposed action will create a potential for employment opportunities within Southold Town. 1 I It 124 (2/87)-9c SEAR 617.21 Appendix E State Environmental Quality Review POSITIVE DECLARATION 1 Notice of Intent to Prepare a Draft EIS Determination of Significance • Project Number Date July 26, 1988 i • This notice is issued pursuant to Part 617 of the implementing regulations pertaining to Article ' 8 (State Environmental Quality Review Act) of the Environmental Conservation Law. The Southold Town Board as lead agency, has determined that the proposed action described below may have a significant effect on the environment and that a Drift Environmental Impact Statement will be prepared. Name of Action: Southold MSW Composting Facility •SEAR Status: Type I ❑ .ti., Unlisted El •' •••••• Description of Action: 1 Construction of a 120 TPD municipal solid waste and municipal sludge composting facility at the existing Cutchogue Landfill, Town of Southold 1 • • • • i . ' Location: (Include street address and the name of the municipality/county.A location map of appropriate scale is also recommended.) N.W. corner County Road 48 and Cox's Lane (see attached.) SEAR Positive Declaration Page 2 i • Reasons Supporting This Determination: As Lead Agency, the Southold Town Board has determined that the potential for atmospheric and ground water contamination is significant. In addition, the potential for visual impacts as a result of the proposed facility is con- ' sidered significant. Contingency Planning, in the event of material backlog or "bad batch'! is a significant issue and should be given detailed analysis in the DEIS. •1 • • 1 r 1 . For Further Information: Contact Person: Francis J. Murphy, Supervisor Address: Town of Southold, 53095 Main Road, Southold, NY 11971 Telephone Number: (516)765-1800 1 • A Copy of this Notice Sent to: Commissioner, Department of Environmental Conservation, 50 Wolf Road,Albany;New York 12233-0001 Appropriate Regional Office of the Department of Environmental ErsirxIlsarvawndcApny Brook, N.Y. 1 Office of the Chief'Executive Officer of the political subdivision in which the action will be principally located. Applicant (If any) r • Other involved agencies (if any) Paul Roth, P.E. , NYSDEC 1 George W. Desmarais, P.E. , H2M Group Suffolk County Department of Planning Suffolk County Department of Health Services NYS Legislative Commission on Water Resource Needs of Long Island Southold Town Board Southold Town Attorney Southold Town Commissioner of Public Works I -Southold Town PPl�alnni.g BoardP7r Southold Town Clerk'psgBulletin Board , . I . .. I 1-12A4GRO(J) 1 , . .. 1 . .. . . .. I . , 1 .-, !,, ,.' . . APPENDIX 4 4 I A I ;:. i 1 1 If .=. ', 11 ! i . 1 , 4 Al4 g a .' !,. o , 4 • 1 4 , t . 11 a IA ; if 4 . 1 t I . i 2 I 1. II I 4 . , IIIIII 1111111 MI5 MI 111111 1111111 1111111 Mill 111W illi an in OM MO INIO llin MN ini MI APP IX 4A • EXTENDED AERATION COMPOST PILE DATA SIZE& - PILE 0 r _ Initial I'lle Construction Daily Ibnitoring • Sludge T • file °2_.:7: IW ItnIT n ouer Blowe - B Type Volume -Ptla .Tame _ �• �2-- 1'e1wl hall AWL_ Press Init X Raw• Was X •TS (XVS ) Lbs. /EL �� .1 t2 Pt3 _ Pt1 _i t2 1't3 illi !EF_._ • __I__e. ( ) . _ 2 •a. TOTAL__ ' \N‘ BulkingAge:t Type , \ -\\=' _,.._ _ - _ - - = = - . / - - ' A. ( ) 6 Iia ` • ) A.. t C. ( ..) 9 / D:, TOTAL \\-\\ ) -10 ._12. / Compost nix . ( ) _ii _____L____. gulkluaABeilt to S1uJge Ratio • • ,t 1 .0 _14. / Blanket Hater's! Used �5 I Blower! In Use _ll_ / Comments t _IA ___I_ . _I _1 _20 ,__.+ • _11_ / L I F __, , DATE PILE TAKEN DOM PIIS TEM RE E u, • 6AMP1.II4G INh LLOCA TION,! Transferred To FINAL COlIPOSTi 1 • • Drying • • X TS _ XVS /'1 ---'1- 1 •Curing /0.1S ► co. t../ ...4 Screening � _� _ �, Nixing �-► -- _ _ _ L t 4.1:14 st • • r, r NO NM M r — M I SIM l N MI N ON E M IIIIII IMO APPENDIX 4B : • MONTH MONTHLY PLANT OPERATIONS REPORT • 0 i ' 117 a imitimumainiiinuitimarzi 1 <Lii n+ e r... 1111 PR7Tl1'is ll O Y Y • M . • _ 40E�lEI�t�1iT1i�f7ET7iT�d37R7i w • ,� A N M A o ..o • ro N o ..o �o 0• OO . O j"e AO Y r MO lOAO AO F. 1 • Ma w • • < •YY U .o a0 • •O Ia A O OuYO M0 • ~ • A1' V ._ r0 Oo 6 N 1N • M < M r UN . • Y • N a Y •• •• 4• •wY j. • • . • • M YX 3N • F 4. w.. .. " `a • M A 1 • O* VY OY • • . YW . • Y 1 1 •. 1 • Y ti 1 1 • • N • OM • .O • 1 • • • • a O N • Y •Z .ai' S •; Ai, M • YN • w 31 rYr1 rM YA 1A >•A ,I •w •V • . 9 A • e 0.•yaw • w Y a• N A 'a 1 w • O 1'.. •.1 O.1 YO 1 • • Y YY • . O M • O • OA O •A O a OA00 - A• . $ 23 NN i0 U N-5a1` O` ` • ~ . N C - •A M Y 0 • y 3 0w •A .•. s. . •0 - U i i N.r N q rJ i U H 4 N U A.J N UI. Y TT < • O • O A Y U NlJ A•1N Y �N .rU YA NY NU AU a•1 U O� ►^• • � 111 iIiI1iIIII11IIIuIIiIuliIIIIiIiII a U 1 1 n � ------__--u—mea 1 RI 111111bounnivinwshmensaw- 11111-1111111111111.111NIMINI= WENN:34 IN 1111111111111111 11111111111111111 • ,:in ---�--I.Ii I■ ■o --....- -. 1 -- -- I. ■■ ■■■■����a■■■" -..■- ■�21_• ®_.. s ■ ■ ■ ■ �N■ ■■sEN ■ ■ -■-■ 24 23Y._$ ...IIIIIIIIIIIIIIII111IILIIIIIII1m. ......— .NINNLNIN 44:0: Ili IIIiIiIiIjiiIiJIJ !IIuIIpIii M� MN��l�- MI :Ann iIUhIIii_i■ _ _ 1AW j 11 APPENDIX 4C - COMPOSTING LABORATORY WORKSHEET ' Sample Name: Sample Type: Date Collected: By: 11 Data Analyzed: By: A. Dry Solids (%TS) B. Total Volatile Solids (dry wt.%) C. pH D. Total Nitrogen - TKN (dry wt. %) ' E. Ammonaical Nitrogen - NH3 (dry wt. %) F. Total phosphorous (dry wt. %) G. Potassium (dry wt. %) H. Fecal coliform bacterial (colonies per gram wet sludge) I. Total coliform bacterial (colonies per gram wet sludge) J. Salmonella bacterial (colonies per gram wet sludge) K. Metals (mg/kg dry sludge) : i. Cd ii. Cu iii. Cr iv. Hg v. Ni vi. Pb vii. Zn 1 11 I I I GRO I I I 1 APPBIDIX 5 ittt ttt t i1 t t t1 i i I itt 1 4 11 7 1 1 a 1 11'a i 14 i 1 g gi i1 1 1S-48 1261:0501 NEW YORK SOLID WASTE MANAGEMENT FACILITIES RULES (New York Compilation of Rules and Regulations, Title 6, Chapter 360 — Solid Waste Management Facilities; Approved by the Environmental Review Board May 17, 1977; Amended January 12, 1981; January 25, 1982, Effective March 9, 1982; October 3, 1983; November 5, 1984; March 4, 1985, Effective May 4, 1985; May 14, 1985, Ef- fective July 14, 1985; February 24, 1986, Effective April 24, 1986; March 2, 1987, Effective April 1, 1987) . I Section 360.1 General.(a) Purpose.The ments for siting new industrial waste fa- (iii)physically,chemically or biological- purpose of this Part shall be to regulate cilities are given in Part 361 of this Title. ly treated (other than burned or incinerat- solid waste management facilities, other Radioactive wastes are governed under ed) in lieu of or prior to being disposed of. than hazardous waste management facili- Part 380 of this Title. Regulations govern- (4) A material is disposed of if it is I ties that are subject to Part 373 of this ing liquid discharges are set forth in Parts discharged, deposited, injected, dumped. Title, located partially or wholly within 750 through 757 of this Title.Water qual- spilled, leaked or placed into or on any the State in order to protect the State. ity standards are set forth in Parts 700 land or water so that such material or any through 704 of this Title. Mineral re- constituent thereof may enter the environ- , (b) Applicability. All solid wastes other sources (mined land reclamation regula- ment or be emitted into the air or dis- than hazardous waste shall be transferred, tions) are set forth in Parts 420 through charged into ground or surface waters. processed, recovered, reclaimed or dis- 426 of this Title. State environmental (5)A manufacturing or mining by-prod- posed of in a manner consistent with this quality review regulations are set forth in uct is a material that is not one of the ' Part. However, the management of a non- Part 617 of this Title. Uniform procedures primary products of a particular manufac- hazardous solid waste in a facility which regulations are set forth in Part 621 of this turing or mining operation, is a secondary also handles hazardous waste is subject to Title. Traffic in endangered species of fish and incidental product of the particular the requirements of 6 NYCRR Part 373 and wildlife regulations are set forth in operation, and would not be solely and unless exempted under Part 373. All haz- Part 182 of this Title. Tidal wetlands and separately manufactured or mined by the ardous waste shall be handled in accord- freshwater wetlands are governed under particular manufacturing or mining oper- ance with Parts 370, 371, 372 and 373. Parts 661 and 662 of this Title. ation. The term does not include an inter- The owners and oerators of all solid ediae manufactuingwaste management facilities,whether pub- (c) Definition of solid waste and related whichtresults f omroneoofrnthe stepsin a l (1) A solid waste is any garbage, licly or privately owned, are responsible refuse, sludge or any other waste material manufacturing or mining process and is for complying with the provisions of this which is not excluded under paragraph(6) typically processed through the next step Part. Regulations governing collection and of this subdivision. of the process within a short time. ' transportation of industrial-commercial (6) The following materials are not sol- 1111 ol- waste, septage, sludges and waste oil are (2)An other waste material is any solid, id wastes for the purposes of this Part: given in Part 364 of this Title; however, liquid, semisolid or contained gaseous ma- (i) domestic sewage or any mixture of disposal activities involving those wastes terial, resulting from industrial, commer- domestic sewage and other wastes that are regulated under this Part and Part 373 cial, mining or agricultural operations, or passes through a sewer system to a public- , of this Title. Any facility permitted under from community activities which: ly owned treatment works for treatment. Part 373 or having interim status under (i) is discarded, or is being accumulat- Domestic sewage means untreated sani- Part 373 is not regulated under this Part. ed,stored,or physically,chemically or bio- tary wastes that pass through a sewer Regulations governing air pollution conse- logically treated prior to be ,.,-discarded. system; I quences of solid waste disposal by inciner- (ii) industrial wastewater discharges that are given in Parts 200, 201, 212, (ii) has served its original intended use are point source discharges subject to 219, 222, 225 and 257 of this Title, and and sometimes is discarded;or permits under article 17 of the Environ- disposal by open burning is governed by (iii) is a manufacturing or mining by- mental Conservation Law; I Part 215 of this Title. Regulations setting forth requirements associated with the product and sometimes is discarded. Note: This exclusion applies only to the (3) A material is discarded if it is actual point source discharge. It does not hazardous waste manifest system appear abandoned by being: exclude industrial wastewaters while they in Part 372 of this Title. Regulations gov- (i) disposed of; ,:re being collected, stored or treated be- I erning the identification and listing of haz- (ii) burned or incinerated, including be- fore discharge, nor does it exclude sludges ardous wastes appear in Part 371 of this ing burned as a fuel for the purpose •if that are generated .by industrial waste- Title. Regulations setting forth require- recovering usable energy:or water .reatment. I I c 5-8-87 Published by THE BUREAU OF NATIONAL AFFAIRS.INC.,Washington,D.C.20037 133 I1261:0502 STATE SOLID WASTE—LAND USE ' (iii) irrigation return flows; (ii) "downtime waste", meaning burn- State Department of Environmental (iv) radioactive materials which are able waste accumulated during a mainte- Conservation. source, special nuclear, or by-product ma- nance period of the incinerator; or (18) Dike means an embankment or terial as defined by the Atomic Energy (iii) "excess waste", meaning burnable ridge of either natural or man-made mate- I Act of 1954,as amended,42 USC 2011 et waste accumulated during a period when rials used to prevent the movement of seq. (see subdivision [kJ of this section); the incinerator is operating at capacity. liquids,sludges,solids or other materials. (v) materials subject to in-site mining (8)Closed portion means that portion of (19) Discharge means the accidental or techniques which are not removed from a facility which an owner or operator has intentional spilling, leaking, pumping, I the ground as part of the extraction closed in accordance with the approved pouring,emitting,emptying or dumping of process. facility closure plan and all applicable solid waste, including leachate, into or on (d) Other definitions. As used in this closure requirements. (See also active any land or water. Part, the following terms have the mean- portion.) (20) Disposal means the discharge, de- ' ings given in this subdivision unless the posit, injection,dumping, spilling, leaking context requires otherwise. (9) Commissioner means the commis- or placing of any solid waste into or on any (I)Active portion means that portion of sinner of the New York State Department land or water, so that such waste or any a facility where treatment, storage or dis- of Environmental Conservation or a duly constituent thereof may enter the environ- , posal operations are being or have been authorized representative. ment, be emitted into the air, or dis- conducted, and which is not a closed por- tion. (10) Composting facility means any fa- charged into any waters,including ground (See also closed portion.) cility used to provide aerobic,thermophilic waters of the State. (2) Airport means a public-use airport decomposition of the solid organic con- (21)Disposal facility means a facility or I open to the public without prior permis- stituents of solid waste to produce a stable, part of a facility at which solid waste is sion and without restrictions within the humus-like material. intentionally placed into or on any land or physical capabilities of available facilities. (11) Confined aquifer means an aquifer water, and at which waste will remain (3)Aquifer means a geologic formation, bounded above and below by impermeable after closure. I group of formations, or part of a forma- beds or by beds of distinctly lower perme- (22) Division means the Division of Sol- tion capable of yielding a significant ability than that of the aquifer itself,or an id and Hazardous Waste of the New York amount of ground water to wells or aquifer containing confined ground water. State Department of Environmental springs. (12)Construction and demolition debris Conservation. I (4) Authorized representative means means wastes resulting from construction, (23) ECL means chapter 43–B of the the person responsible for the overall oper- remodeling, repair and demolition of Consolidated Laws of New York State, ation of a facility or an operational unit structures, road building and land clear- entitled the Environmental Conservation (i.e., part of a facility), such as the plant ing. Such waste include but are not limit- Law. I manager, superintendent or person of ed to bricks, concrete and other masonry (24) Endangered or threatened specis equivalent responsibility. materials, soil, rock and lumber, road has the meaning given in section 182.1 of ` (5) Bedrock means cemented or consoli- spoils, paving material and tree and brush this Title. ) dated earth materials exposed on the stumps. (25) Energy recovery means the benefi- ' earth's surface or underlying unconsolidat- (13) Container means any portable de- cial use,reuse,legitimate recycling or rec- ed earth materials. vice in which a material is stored, trans- lamation of solid waste through the com- (6) Bird hazard means an increase in ported, treated, disposed of, or otherwise bustion of such waste to recover energy the likelihood of bird/aircraft collisions handled. therefrom. that may cause damage to the aircraft or (14) Contingency plan means a docu- (26) Final cover means a compacted Iinjury to its occupants, attributable to the ment, acceptable to the department, set- layer of cover material, at least 24 inches solid waste management facility attracting ting out an organized,planned and coordi- thick, that is placed on all surfaces of a large numbers of birds. nated course of action to be followed in landfill where no additional refuse will be (7) "Bypass waste" means any solid case of a fire, explosion or other incident deposited within one year. The upper six Iwaste that is either within the control of that could threaten human health or the inches shall be soil of a composition suit- an incinerator operator or within the con- environment. able to sustain plant growth. The lower trol of another person,destined for dispos- (15) Cover material means soil and/or portion shall be a material which restricts al at an incinerator, cannot feasibly be other suitable material acceptable to the infiltration to the equivalent of that I recycled or reused and which is not corn- department that is used to cover compact- achieved by 18 inches of soil at hydraulic busted at the incinerator. For purposes of ed solid waste, including hazardous waste, conductivity (coefficient of permeability) this paragraph, "control" means control in a land disposal site. of 10'5 cm/sec or less, graded at a mini- exercised by contract, local law or any (16) Daily cover means a compacted mum slope of two percent. ' other means. "Bypass waste" does not in- layer of at least six inches of cover materi- (27) Flood plain means any land sus- elude construction and demolition debris. al that is placed on all exposed solid waste ceptible to being inundated by water from "Bypass waste" includes: in a landfill at the end of each day of any source. A 100-year flood plain is that (i) "untreatable waste", meaning waste operation (except for recyclable materials land inundated by a 100-year flood that I that because of its size or composition properly located in a salvage area). has aone-percent chance of occurring in cannot be combusted by the incinerator; (17) Department means the New York any given year. I I Environment Reporter 134 S-23 INEW YORK WASTE FACILITIES RULES 1261:0503 (28) Food-chain crops means tobacco, land treatment facility, a surface im- (48) Open burning means the combus- c:ops grown for human consumption, and poundment,or an injection well. tion of any material in the absence of the it crops grown as feed for animals whose (38) Landfill cell means a discrete vol- following characteristics: products are consumed by humans. ume of a landfill which uses a liner to (i) control of combustion air to main- (29) Freeboard means the vertical dis- provide isolation of wastes from adjacent tain adequate temperature for efficient tance between the lowest elevation of the cells or wastes. combustion; I top of a tank or surface impoundment (39) Landspreading facility means a (ii)containment of the combustion reac- dike, and the surface of the waste con- site where sludge or septage is applied to tion in an enclosed device to provide sufli- tained therein. the soil surface or injected into the upper cient residence time and mixing for com- (30) Free liquids means liquids which layer of the soil to improve soil quality or plete combustion;and I readily separate from the solid portion of a provide plant nutrients. Sludges suitable (iii)control of emissions of the gaseous waste under ambient temperature and for this purpose include food processing combustion products. pressure. waste, winery waste, brewery waste, can- (See also incineration and thermal (31) Garbage means putrescible solid nery waste and sewage treatment plant treatment.) I waste, including animal and vegetable sludge. (49) Operator means the person who is waste resulting from the handling, scot- (40) Land treatment facility means a responsible for the operation of a solid age, sale, preparation, cooking or serving facility or part of a facility at which solid waste management facility. of foods. Garbage originates primarily in waste is applied onto or incorporated into (50)Owner means the person who owns I home kitchens, stores, markets, restau- the soil surface. Such facilities are dispos- a facility or part of a facility. rants and other places where food is al facilities if the waste will remain after (51) Partial closure means the closure stored, prepared or served. closure. of a discrete part of a facility in accord- (32) Ground-water table and ground (41) Leachate means a liquid,including ance with the applicable closure require- !" water mean, respectively, the seasonally any suspended components in the liquid, ments of this Part. For example, partial high surface of the zone of full saturation which has been in contact with or passed closure may include the closure of a of the soil, at which the ground water is through solid waste. trench, a unit operation, a landfill cell, or subjected to atmospheric pressure,and the (42) Lift means the vertical thickness of a pit,while other parts of the same facility I water below the land surface in the zonea compacted volume of solid waste and the continue in operation or will be placed in of saturation, including perched water. cover material immediately above it. operation in the future. (33) Hazardous waste means a hazard- (43) Liner means a continuous layer of (52) Person means an individual, trust, ous waste as defined in part 371 of this natural or man-made materials, beneath firm,joint-stock company,corporation (in- I Title. or on the sides of a surfacer impoundment, eluding a government corporation), part- (34) Incinerator means an enclosed de- landfill or landfill cell, which restricts the nership,association,state, Federal govern- vice using controlled flame combustion, downward or lateral escape of solid waste, ment and any agency thereof, municipal- the primary purpose of which is to ther- any constituents of such waste,or leachate ity, commission, political subdivision of a finally break down solid, liquid or gaseous (44) Lower explosive limit (LEL) state,or any interstate body. II . combustible wastes, producing residue means the lowest percentage by volume of (53) Point source means any discern- that contains little or no combustible ma- a mixture of explosive gases which would ible,confined and discrete conveyance, in- terials. Examples of incinerators are ro- propagate a flame in air at 25'C and eluding but not limited to any pipe, ditch, tary kiln, fluidized bed, and liquid injec- atmospheric pressure. channel, tunnel,conduit, well,discrete fis- I tion incinerators. The department regu- lates (45) Mining overburden returned to the sure,container,rolling stock,concentrated the air pollution consequences of sol- mine site means any material overlying an animal feeding operation,or vessel or oth- id waste incinerators pursuant to Parts economic mineral deposit which is re- er floating craft, from which pollutants 200, 201, 212 and 257 of this Title, for moved to gain access to that deposit and is are or may be discharged. This term does I which purposes it deems such facilities to then used for reclamation of a surface not include return flows from irrigated be"process incinerators:" mine. agriculture. (35) Industrial waste means wastes in (46) Off-site means any property which (54) Processing facility means a combi- I liquid, semisolid or solid form that result is not onsite. nation of structures, machinery or devices from industrial or commercial processes, (47) Onsite means the same or geo- utilized to reduce or alter the volume, including but not limited to factories,pro- graphically contiguous property. It may be chemical or physical characteristics of sol- cessing plants, and repair and cleaning divided by public or private right-of-ways, id waste through processes such as baling establishments, which wastes include, but provided the entrance and exit between or shredding prior to delivery of such I are not limited to, sludges, oils, solvents, the properties is at a cross-roads intersec- waste to a resource recovery facility, sani- spent chemicals and acids. tion, and access is by crossing, as opposed tary landfill or incinerator, and excludes (36) Intermediate cover means a com- to going along,the right-of-way.Nonconti- collection vehicles. patted layer of at least 12 inches of cover guous properties owned by the same per- (55) Publicly owned treatment works or I material. son, but connected by a right-of-way POTW means any device or system used (37) Landfill means a disposal facility which that person controls and to which in the treatment (including recycling and or part of a facility where solid waste is the public does not have access, are also reclamation) of municipal sewage or in- ' placed in or on land, and which is not a considered onsite property. dustrial wastes of a liquid nature which is Iy 1 6-20-86 Published by THE BUREAU OF NATIONAL AFFAIRS,INC.,Washington,D.C.20037 303 I 1261:0504 STATE SOLID WASTE—LAND USE I owned by a state or municipality (as de- (67) Sludge means any solid, semisolid (74) Taking of endangered or threat- fined in section 502[4] of the Federal or liquid waste generated from a munici- ened species means harassing, harming, Clean Water Act, 33 USCA 1362; see pal, commercial or industrial wastewater pursuing,hunting,wounding, killing,trap- subdivision [k] of this section). This defi- treatment plant, water supply treatment ping, capturing or collecting, or attempt- ' nition includes sewers, pipes or other con- plant or air pollution control facility. ing to engage in such conduct. veyances only if they convey wastewater to Sludge does not include the treated efllu- (75) Tank means a stationary device a POTW providing treatment. ent from a waterwater treatment plant. designed to contain an accumulation of (56) Reclaim, recover or recycle means (68) Sole source aquifer means an solid waste,which is constructed primarily I any method, technique or process utilized aquifer system that the United States En- of nonearthen material (e.g., wood, Ion- to separate, process,modify,convert,treat vironmental Protection Agency, pursuant Crete, steel, plastic) which provides struc- or otherwise prepare solid waste so that its to 42 USCA 300h-3(e) (see subdivision tural support. component materials or substances may be [k] of this section), has determined to be (76) Thermal treatment means the I beneficially used or reused as raw materi- the sole or principal drinking water source treatment of solid waste in a device which als or energy sources. for an area, and which, if contaminated, uses elevated temperatures as the primary (57) Representative sample means a would create a significant hazard to public means to change the chemical,physical or sample of a universe or whole (e.g., waste health. biological character or composition of the I pile, lagoon, ground water) which can be (69) Solid waste management facility waste. Examples of thermal treatment expected to exhibit the average properties means any facility employed beyond the processes are incineration, molten salt, of the universe or whole. initial solid waste collection process, in- pyrolysis, calcination, wet air oxidation (58) "Residue" means all solid waste cluding but not limited to:storage areas or and microwave discharge. (See also incin- ' materials remaining after incineration of facilities; transfer stations; rail-haul or erator and open burning.) municipal solid waste which is comprised barge-haul facilities; processing facilities, (77) Title means Title 6 of the Official of bottom and fly ash and including but including resource recovery facilities;sani- Compilation of Codes, Rules and Regula- not limited to: metal; glass; ceramics; and tary landfills; incinerators; landspreading tions of the State of New York. I unburned organic substances. 78 Transfer station means a combina- tion facilities;composting facilities;surface im- ) (59) Resource recovery facility means a poundments; and waste oil storage, repro- tion of structures, machinery or devices at combination of structures, machinery or cessing and rerefining facilities. a place or facility where solid waste is taken devices, utilized to separate, process, (70) Stabilized sludge means sludge from collection vehicles and placed in oth- I convert, treat or prepare collected that has been treated by a process to er transportation units for movement to solid waste so that component materials or reduce putrescibility, significantly reduce another solid waste management facility. substances or recoverable resources may pathogenic organisms and,except for lime (79) Transporter means a person en- be used as a raw material or energy stabilization, reduce the volatile solids gaged in the off-site transportation of solid source. content.Acceptable stabilization processes waste by air, rail, highway or water. I (60) Runoff means any rainwater, lea- are defined in 40 CFR part 257 (see (80) Treatment means any method, chate or other liquid that drains over land subdivision [kJ of this section). technique or process,including neutraliza- ) from any part of a facility. (71) Storage means the containment of tion, designed to change the physical, (61) Salvage area means a controlled, any solid waste, either on a temporary chemical or biological character or compo- I segregated area at a solid waste manage- basis or for a period of years, in such a sition of any solid waste to neutralize such ment facility where recyclable material is manner as not to constitute disposal of waste, recover energy or material re- stored pending removal from the facility. such waste. sources from the waste, to render such (62) Salvaging means the controlled re- (72)Surface impoundment or impound- waste safer to transport, store or dispose I moval of waste materials for reuse. ment means a facility or part of a facility of, or amenable for recovery, storage or (63) Sanitary landfill means a land dis- which is a natural topographical depres- reduction in volume. posal site employing an engineered meth- sion, man-made excavation, or diked area (81) Treatment, storage or disposal fa- od of disposing of solid wastes on land in a formed primarily of earthen materials (al- cility or facility means all contiguous land I manner that minimizes environmental though it may be lined with man-made and structures, other appurtenances, and hazards and meets the design and oper- materials), which is designed to hold an improvements on the land, used for treat- ation requirements of this Part. accumulation of solid waste in semisolid or ing, storing or disposing of solid waste. A (64) Saturated zone or zone of satura- liquid form. Examples of surface im- facility may consist of several treatment, I tion means that part of the earth's crust in poundments are: holding, storage, settling storage or disposal operational units (e.g., which all voids are filled with water. and aeration pits, ponds and lagoons. one or more landfills, surface impound- (65) Septage means the contents of a (73) Surface water means lakes, bays, ments,or combination of them). ' septic tank, cesspool or other individual sounds, ponds, impounding reservoirs, (82) Underground injection means the Isewage treatment facility which receives springs, rivers, streams, creeks, estuaries, subsurface emplacement of fluids through domestic sewage wastes. marshes,inlets,canals,the Atlantic Ocean a bored,drilled or driven well, or through (66) Sewage sludge means the accumu- with the territorial limits of New York a dug well where the depth of the dug well lated semisolid suspension of solids depos- State, and all other bodies of surface wa- is greater than the largest surface I ited from wastewaters from municipal or ter, natural or artificial, inland or coastal, dimension. private sewage treatment plants. fresh or salt, public or private. (83) Unsaturated zone or zone of aer- I I % Environment Reporter 304 I I NEW YORK WASTE FACILITIES RULES S-23 1261:0505 ation means the zone between the land (v) Facilities used exclusively for land- tion debris are exempt from this Part, I surface and the saturated zone. spreading of septage from one hauler us- provided that: (84) Used engine lubricating oil reten- ing not more than two vehicles for collec- tion facility has the meaning used in sec- tion and having a minimum of 15 acres for inert, nonhazardous, nonputrescible tion 360.8(b)(6)(i) of this Part. available for each collection vehicle are construction and demolition debris, will I (85) Vector means a carrier that is exempt, provided that the facility is coy- operate for less than one year and is oper- capable of transmitting a pathogen from ered by a permit pursuant to Part 364 of ated in conformance with paragraphs one organism to another,including but not this Title. (a)(1), (3), (6), (7), (8), (15), (16) and limited to flies and other insects, rodents, (vi) Facilities used exclusively for la- (20), clause (b)(1)(vii)(b) and subpara- I birds and vermin. gooning of septage from one hauler using graph (b)(1)(ix) of section 360.8 of this (86) Vehicle means any motor vehicle, collection vehicles with a total combined Part;or water vessel,railroad car,airplane,or oth- capacity of no more than 3,000 gallons are (b) said site meets the requirements of er means of transporting solid waste. exempt, provided that the facility is coy- section 809 of the Adirondack Park Agen- I (87) Waste oil has the meaning set ered by a permit pursuant to Part 364 of cy Act and falls under the jurisdiction of forth in section 360.8(b)(6)(i)of this Part. this Title. the Adirondack Park Agency;or (88) Well means any shaft or pit, ac- (vii) Facilities used exclusively for (c) said site falls under the jurisdiction ceptable to the department, dug or bored landspreading of sewage sludge from of the New York State Department of I into the earth, generally of a cylindrical sewage treatment plants with a combined Transportation and meets that depart- form,and often walled with bricks or tub- design flow of not more than 100,000 ment's specifications for such facilities ing to prevent the earth from caving in. gallons per day,which facility is used only which have been reviewed by the Depart- ` (89) working face means that portion by one hauler, and compliance is demon- ment of Environmental Conservation. A I of a sanitary landfill where waste is dis- strated with section 360.8(b)(3) of this memorandum of understanding may be charged and compacted prior to placement Part are exempt; provided, however, that entered into between the Department of of cover material. the facility is covered by a permit pursu- Transportation and the Department of En- (e) Severability. If any provision of this ant to Part 364 of this Title. vironmental Conservation with respect to I Part or its application to any person or (viii) Facilities for the disposition or the purpose of this Part. circumstance is held invalid, the remain- consumption of refuse-derived fuel are (xi) The initial site used for the collec- der of this Part, and the application of exempt from the provisions of this Part, tion of pesticides or other chemical wastes those provisions to persons or circum- but the management of residues produced for a pesticide clean-up day or similar ' stances other than those to which it is held by such facilities is not exempt. event sponsored by a community or gov- ernmental shall not be affected thereby. ix Anyoperation or facilitywhich (f) Exemptions. (1) The solid waste (ix) organization on a not-for-profit management facilities and operations receives or collects only nonputrescible sol- basis,and designed to assist the public in named in this paragraph are exempt from id waste,and beneficially uses or reuses or disposing of unwanted pesticides and other this Part unless they manage waste oil. legitimately recycles or reclaims such chemicals is exempt provided that: Facilities thate manage hazardousgwasteowaste,or stores or treats such waste prior (a) the organization sponsoring the are regulated by Part 373 of this Title. to its beneficial use or reuse or legitimate event submits a detailed written plan to (i) Disposal for solid goner- recycling or reclamation is exempt. Said the regional director of the region where I alta from a one-family areaso residence wastea or from a operations or facilities include,but are not the clean-up will take place in advance farm are exempt when such wastes are limited to, automobile junkyards, citizen and receives written approval. The plan generated and disposed of within the prop programs, metal recovery from nonhazard- must contain at a minimum: erty boundaries of such residence or farm, ous sludges, municipal operations,second- (1) measures to be taken to ensure that ' er used in normal farming operation. ary materials dealers, and private and all wastes come from households or farm- (ii) The disposal of waste pesticides by commercial salvage activities which col- ers, or are regulated wastes exempted the farmer who generated them is exempt, lett,separate,clean or assemble materials, from the requirements of Part 364 of this including but not limited to paper, corru- Title; provided that the farmer complies with ' sections 325.4 and 325.5 of this Title. gated board, metals, containers, glass, (2) a specific waste determination, seg- (iii)Transfer, storage, treatment, incin- white goods,textiles and rubber. regation, and packaging plan, including eration and processing facilities located at, Note: By exempting the beneficial use, the identification of a qualified individual and used for solid waste generated at reuse, legitimate recycling or reclamation who will be present during collection hours I apartment houses, schools, parks, indus- of nonputrescible solid waste and the to segregate wastes based on their procheperly hospitals, commercial establish- treatment of such waste prior thereto,this cal and physical properties and to properly ackage, the waste for ments,individual residences and farms are subparagraph retains its prior exemption ph pment t Theabel a d nd vidual'st qualifications exempt. of any facility receiving or collecting such to conduct these activities must be includ- (iv) Transfer, storage, incineration and waste that "prepares recyclable or recov- ed in the written plan. processing facilities,except composting fa- ered materials for sale, reuse,or transport cilities, located at publicly owned treat- to purchasers." (3) a spill prevention and control plan; ment works and used for solid waste, are (x) Sites used solely for the deposition and Iexempt. of nonputrescible construction and demoli- (4) a site security plan, including addi- 't I6-20-86 Published by THE BUREAU OF NATIONAL AFFAIRS,INC.,Washington,D.C.20037 305 1261:0506 STATE SOLID WASTE—LAND USE tional precautions to be taken if wastes are 371 of this Title, are exempt from this sis of conditions unique and peculiar to the I to be stored overnight; Part only as provided in this paragraph. applicant's particular situation, tend to (b)all wastes are removed from the site Facilities handling waste oils which are impose a substantial financial, technologi- within three days of collection; hazardous waste as identified in Part 371 cal or safety burden on the applicant or (c) wastes are packaged, labeled and are regulated under Part 373 of this Title. the public;and I manifested in accordance with the require- (i) Disposal areas for waste oil, other (iii) demonstrate that the proposed ac- ments of sections 365.2 and 365.3 of this than hazardous waste, generated from a tivity will have no significant adverse im- Title; one-family residence or from a farm are pact on the public health, safety or wel- (d)all transportation of the wastes from exempt when such waste oil is generated fare,the environment or natural resources, I the collection point is done in accordance and disposed of within the property bound- and will be consistent with the provisions with a permit issued pursuant to Part 364 aries of such residence or farm or used in of the ECL, those provisions of RCRA of this Title; and normal farming operation. and its implementing regulations that the (e) the requirements of article 8 of the (ii) The storage or treatment, in tanks department received authorization to ad- ' Environmental Conservation Law and of or containers,of waste oil generated onsite minister, the purpose of this Part and the Part 617 of this Title must be satisfied. is exempt,provided that: formance expected from application of (xii) A transporter storing shipments of (a) used engine lubricating oil retention thisperPart. nonputrescible industrial and commercial facilities comply with the requirements of (3) In granting any variance hereunder, I waste in containers or vehicles at its own section 360.8(b)(6)(iii) of this Part; the department may impose specific condi- transfer facility for a period of five Galen- (b) for all other storage facilities, the tions reasonably necessary to assure that dar days or less is exempt, provided that storage of 10,000 gallons or less of waste the subject activity will have no significant the transporter complies with the follow- oil complies with section 360.8(b)- adverse impact on the public health,safety I ing requirements: (6)(iii)(a) and (b) of this Part, and the or welfare, the environment or natural `(a) maintains a log of the time and date storage of more than 10,000 gallons of resources. on which each container or transport vehi- waste oil complies with section 360.8- (h) Safeguarding information. de of waste is received or shipped, includ- (b)(6)(ii)(a) and (c) of this Part. (1)(i) Pursuant to section 87(2)(d) of I ing the number from its manifest; (iii) The storage of waste oil at an the Public Officers Law,the commissioner (b) is specified as a receiving station on energy recovery facility prior to its onsite shall ensure that any trade secrets or other the Part 364 permit for the transporter; combustion is exempt, provided that: proprietary or confidential data or infor- •(c) does not open any containers or (a) the facility stores less than 80,000 mation of a personal nature required to be I transport vehicles for any purpose, includ- gallons of waste oil;and furnished pursuant to this Part are utilized ing sampling, transfer,treatment,or addi- (b) the storage of 10,000 gallons or less by the commissioner solely in connection tion of absorbent; of waste oil complies with section with the responsibility of the department -(d) stores the waste in containers or 360.8(b)(6)(iii)(a) and (b) of this Part, pursuant to this Part, and that such trade ' transport vehicles which meet the design and the storage of more than 10,000 gal- secrets and other proprietary or confiden- requirements specified by the United Ions of waste oil complies with section tial data or information are not otherwise States Department of Transportation for 360.8(b)(6)(ii)(a) and (c) of this Part. disseminated without the express written each type of waste stored. During storage (iv)Combustion units that recover ener- consent of the person furnishing such in- ' and shipment, these containers or trans- gy from waste oil, and the related treat- formation, except to the extent required port vehicles must be packaged, labeled ment onsite of such combustion units, are by law in connection with a hearing or and marked in accordance with 49 CFR exempt, provided the facility complies court proceeding. parts 172, 173, 178 and 179 (see subdivi- with Parts 201 and 225 of this Title. (ii) When such trade secrets and other ' sion [k] of this section); (3) Sites and facilities that are subject proprietary or confidential data or infor- (e) does not open, handle or store con- to approval pursuant to articles VII and mation of a personal nature are required, tainers or transport vehicles in a manner VIII of the Public Service Law are exempt either by statute, regulation or memoran- which may rupture the container or trans- from the procedural but not the substan- dum of agreement,to be disclosed to EPA I port vehicle or cause it to leak; tive provisions of this Part, notwithstand- upon request,the commissioner shall do so (n complies with the standards for haz- ing any provisions of this subdivision to and submit the claim of confidentiality to ardous waste discharges from transporters the contrary. EPA. The claim of confidentially shall be specified in section 372.3(d) of this Title; (g) Variances. (1) The department treated in accordance with the regulations (g) notifies the regional office of the may, upon written application from any of 40 CFR part 2 (see subdivision [k] of I department of all spills or leaks; and person who is subject to this Part,grant a this section). (h) inspects the containers or transport variance from one or more specific provi- (2) Trade secrets and other proprietary vehicles at least daily, looking for leaks sions of this Part, under the following or confidential data or information may and for deterioration caused by corrosion conditions: include,but are not limited to,any formu- ' or other factors, and keep a log of the (2)Any application for a variance must: la,plan,pattern,process,tool,mechanism, inspections. (i)identify the specific provisions of this compound, procedure, customer lists, pro- (2) Facilities and operations that man- Part from which a variance is sought; duction data or compilation of information age waste oils,other than waste oils which (ii) demonstrate that compliance with which is not patented,which is known only are hazardous waste as identified in Part the identified provisions would, on the ba- to certain individuals within a commercial I 1 Environment Reporter 306 NEW YORK WASTE FACILITIES RULES S-23 1261:0507 Iconcern who are using it to fabricate, Protection Association, Batterymarch ably demonstrate that the subject solid J produce or compound an article of trade Park,Quincy, MA 02269. waste management facility meets the stan- (` or service having commercial value, and (3) U.S. Code Annotated — Federal dards of operation set forth in section which gives its owner or authorized user laws: 360.8 of this Part,relative to such facility, an opportunity to obtain a business advan- (i) Atomic Energy Act, 1954 (42 by demonstrating specific means for meet- tage over competitors who do not know, USCA 2011-2017),USCA 1973 main vol- ing such standards, unless one of the fol- use or have access to such data and ume, cumulative annual pocket part for lowing conditions is fulfilled: information. use in 1984. (i) a reasonable schedule of specified (3) An applicant asserting a claim that (ii) Clean Water Act, 1977 (33 USCA remedial action, with interim and final I specified matter to be submitted with an 1251 et seq.) USCA 1978 main volume, attainment dates, for achieving compli- application pursuant to this Part contains cumulative annual pocket part for use in ance with the standards of operation set trade secrets,or other proprietary or confi- 1984. forth in section 360.8 of this Part is sub- ' dential data, or information of a personal (iii) Solid Waste Disposal Act (42 mitted by the applicant to the department nature, shall set forth such claim in a USCA),USCA 1983 main volume,cumu- (within 30 days from notification by the written request to the department for a lative annual pocket part for use in 1984. department that such schedule is required, determination of confidentiality at the (iv)Toxic Substance Control Act, 1977 or such longer period as the department time of submittal of the specified matter. (15 USCA), USCA 1978 main volume, may grant),and such schedule is approved I (i) Uniform procedures.The procedures cumulative annual pocket part for use in by the department;or applicable to the submittal and processing 1984. (ii) a variance has been issued by the of applications for permits, permit renew- West Publishing Company, 3773 High- department in respect to the subject facil- als, and permit modification, and the pro- way 149, Eagan, MN 55121. ity, pursuant to section 360.1(g) of this ' cedures applicable to the suspension and 360.2 Permit requirements. Except pur- Part. revocation of permits, pursuant to this suant to section 360.1(f) and (g) of this (c) Proposed facilities and modifications Part,are set forth in Part 621 of this Title. Part,no person shall: to existing facilities. (j) Enforcement. Any person who vio- (a) initiate construction or modification (1) Construction permits. (i) Proposed I lates any of the provisions of this Part or of a solid waste management facility, ex- facilities. Any person proposing to con- of any permit issued pursuant hereto, or cept in accordance with a valid construc- struct a solid waste management facility any order issued by the department's com- tion permit issued to such person by the shall submit to the department on forms missioner, shall be liable for the civil, department pursuant to this Part;or provided by the department,in accordance I administrative,and criminal penalties giv- (b) operate a solid waste management with Part 621 of this Title, a complete en in article 71,title 27 of the ECL.Such facility,except in accordance with a valid application for a construction permit. a person shall also be subject to any penal- operation permit issued to such person by (ii) Proposed modifications to existing ( ties,sanctions or orders resulting from any the department pursuant to this Part. facilities. Any person proposing to modify other applicable provision of article 71 of the use of a solid waste management facil- the ECL. The commissioner or his/her 360.3 Permit application procedures.(a) ity in a manner which is not reflected in representative is authorized to enter and General. Any person who is required to either a construction permit or operation inspect any property or premises for the have a construction or operation permit permit issued pursuant to this Part, or its I purpose of ascertaining compliance or non- shall make application for such permit predecessors, shall submit to the depart- compliance with this Part. consistent with this Part. ment, on forms provided by the depart- (k) References. The following Federal (b) Existing facilities: operation per- ment, a complete application for a con- regulations or technical material have mits. (1) A complete operation permit struction permit reflecting such proposed I been incorporated by reference in this renewal application,timely submitted pur- modification. Among the acts constituting Part. These references are available for suant to this subdivision, shall be deemed modification to which this subparagraph inspection and copying at Room 207 of the a permit until such application is acted applies are the following: department's offices at 50 Wolf Road, upon. (a) expansion of the facility by the ac- I Albany, NY 12233, or can be directly (2) Every application pursuant to this quisition (by purchase,lease or otherwise) obtained from the sources listed for the subdivision shall, in addition to complying of additional land which has not been the given references. with subdivision (d) of this section, in- subject of any application under this Part: . (1) Code of Federal Regulations: dude a detailed report describing the plan (b) movement of the disposal operation I 40 CFR — title 40 of the Code of of operation and a contingency plan set- to a portion of property already owned, Federal Regulations (Protection of ting forth in detail the applicant's proposal leased or otherwise held by such person, Environmental,revised as of July 1, 1983. for corrective or remedial action to be but which has not been the subject of any Superintendent of Documents, U.S. Gov- taken in the event of equipment break- application under this Part; I ernment Printing Office, Washington, DC downs, ground or surface water or air (c)increase of the total quantity of solid 20402. contamination attributable to the facility's waste received during any quarter at the (2) National Fire Protection Asso- operation, fires, explosions, and spills or facility by 50 percent or more over the ciation: releases of hazardous or toxic materials. total quantity of solid waste received dur- 111 Flammable and Combustible Liquids In addition, every application submitted ing the comparable quarter of the preced- Code, 1984 (NFPA-30) National Fire pursuant to this subdivision shall reason- ing year(except where such increase is not I 111 6-20-86 Published by THE BUREAU OF NATIONAL AFFAIRS,INC.,Washington,D.C.20037 307 I 1261:0508 STATE SOLID WASTE—LAND USE I in excess of the approved design capacity permit application for which an environ- for another five years. The existing land- of the facility for such time period); mental impact statement pursuant to ECL fill must be permitted by the appropriate --. (d) expansion of the facility by the in- article 8 must be prepared,such statement regulatory agency which has jurisdiction Istallation of additional processing equip- shall include a description and evaluation over its operation. ment which increased the approved design of the status of the proposed activity in (3) Signature and verification of appli- capacity of the facility or changes the light of the New York State solid waste cations. (i) All applications for permits facility process; and management plan in effect on the date of shall be accompanied by evidence of au- ' (e)addition of any solid waste stream or the application. thority to sign the application,and shall be solid waste type not previously approved, Applications pursuant or any change in solid waste type accepted this(2)Part shall complysuwithbmitted the following:to signed by the applicant as follows:(a) in the case of corporations, by a at the facility other than for resource re- (i) All applications shall be made on duly authorized principal executive offs- covery facilities. forms which the applicant shall obtain cer,of at lest the level of vice-president; ' (iii) Applications. In addition to corn- from the department,and shall be submit- (b) in the case of a partnership, by a plying with subdivision (d)of this section, ted to the office specified in the instruc- general partner; applications submitted pursuant to this tions accompanying the application form. (c) in the case of a sole proprietorship, paragraph shall be accompanied by de- (ii) Engineering plans, reports and by the proprietor; I tailed engineering plans and specifications specifications submitted for approval shall (d) in the case of a municipal, State or reflecting construction of the proposed fa- be prepared by a person or firm registered other governmental entity, by a duly au- cility and specific means for meeting the to practice professional engineering in the thorized principal executive officer or standards of section 360.8 of this Part, State of New York,and shall be complete elected official. I and applicable sections of the depart- in accordance with the department's solid (ii) Applications shall be sworn to by or ment's solid waste guidelines for this Part. waste guidelines. on behalf of the applicant in respect to all (2) Operation permits. (i) Proposed fa- (iii)The location of property boundaries statements of fact therein,or shall bear an cilities and modifications to existing facili- shall be certified by a person or firm executed statement by or on behalf of the I ties.Concurrent with any application for a registered to practice land surveying in the applicant,as provided in section 210.45 of construction permit pursuant to paragraph State of New York,or a professional engi- the Penal Law, to the effect that false (1) of this subdivision, the applicant shall neer having the exemption authorized un- statements made therein are made under submit an application for an operation der subdivision (m) of section 7208 of the penalty of perjury. I permit under this paragraph. Education Law of the State of New York. (iii) Applications for landspreading fa- (ii) Proposed modifications of facility (iv) The applicant shall include a de- cilities involving sludge or septage shall be operations. Any holder of an operation tailed program for closure of the facility made by the landowner or by his delegat- permit who proposes to modify any phase proposed for implementation when use of ed representative through power of attor- I of operations at the solid waste manage- the facility permanently terminates. ney, agency or other comparable relation- ment facility covered by such permit shall (v) All applications for permits to con- ship. Acceptable representatives can ) submit to the department an application struct incinerators must identify the land- include the holder of the Part 364 permit for modification of such operation permit. fill that will receive the residuelbypass for hauling sludge or septage to.the site I (iii) Applications. In addition to corn- waste. The landfill receiving the residue/ issued pursuant to Part 364 of this Title. plying with subdivision (d)of this section, bypass waste must be: (e) Departmental actions. Within the applications pursuant to this paragraph (a) an existing permitted landfill owned time period prescribed by Part 621 of this shall include a detailed report describing by the applicant that has the capacity to Title, the department shall either approve I the proposed plan of operation, including accept residue/bypass waste from the in- the application and issue the appropriate demonstration of specific means for meet- cinerator for ten years after the anticipat- permit,or disapprove the application. ing the standards of section 360.8 of this ed incinerator operation start date;or (1) Criteria for the issuance of permits. Part,and a contingency plan setting forth (b) a proposed residue/bypass waste (i) Operation permits. I in detail the applicant's proposal for reme- landfill, which will be owned by the appli- (a)Existing facilities.An operation per- dial and/or closure action to be taken in cant, with a projected capacity to accept mit for a solid waste management facility the event of equipment breakdowns, the residue/bypass waste from the inciner- in operation on the effective date of this ground or surface water or air contamina- ator for ten years and for which a Notice Part shall be issued by the department I tion attributable to the facility's operation, of Complete Application for a permit to only if the facility has been demonstrated fires,and spills or releases of hazardous or construct has been issued;or to be capable of compliance with the stan- toxic materials. (c) an existing landfill owned/operated dards of operation set forth in section (d) Form and content of applications by another person with ten years capacity 360.8 of this Part. I generally. (1) Applications submitted pur- from the anticipated incinerator start date (b) Proposed facilities. An operation suant to this Part shall be accompanied by to accept the residue/bypass waste from permit shall be issued for a proposed solid such data as the department may reason- the incinerator.The guarantee for the use waste management facility only if con- ably require for the purposes of fulfilling of this landfill must be executed agree- struction thereof is demonstrated to be in I its responsibilities under the ECL and this ment for a term of five years from the accordance with the terms of construction Part in accordance with guidelines fur- anticipated incinerator operation start permit (and plans approved thereunder) niched by the department. In the case of a date and must include an option to renew issued pursuant to this Part, and certifica- I 1 I Environment Reporter 308 I NEW YORK WASTE FACILITIES RULES S-23 1261:0509 tion of construction has been submitted in (f) In the event that construction or 360.6 Surety. (a) The department may I accordance with section 360.4 of this Part. operation activities pursuant to a construc- require a form of surety or financial re- (ii) Construction permits. A construc- tion or operation permit issued pursuant to sponsibility acceptable to the department tion permit shall be issued with respect to this Part cease for a period of 12 consecu- by a permit holder,conditioned upon com- a proposed solid waste management facil- tive months, such permit shall automati- pliance with the terms of the permit issued I ity, or proposed modification to a facility, cally expire on the anniversary date of the to such holder pursuant to this Part. only if the engineering data and construc- cessation, except that there shall be no (b)A form of surety or financial respon- tion plans have been approved by the automatic expiration when such cessation sibility,acceptable to the department,will department. of construction or operation is attributable be required for facilities where the opera- I ,(2) Disapproval of applications. If an to factors beyond the reasonable control of tor and the owner are not the same person, application for a construction or operation the permit holder, as determined by the to cover the cost of properly having the permit is disapproved, the department department. facility closed. shall notify the applicant in writing of the (g) Activities performed pursuant to (c) Forms of surety or financial respon- I reasons therefor, in accordance with Part any permit issued pursuant to this Part are sibility for claims arising out of injury to 621 of this Title. subject to inspection by representatives of persons or property, relative to either sud- 360.4 Permit provisions. (a) The provi- this department during normal business den or accidental occurrences or nonsud- sions of each permit issued pursuant•to hours.Departmental representatives,upon den and accidental occurrences, may be I this Part shall insure that the permitted presentation of their credentials, shall be required for solid waste management fa- activity will have no significant adverse authorized to enter upon premises of any cilities. Such financial responsibility may impact on public health,safety or welfare, facility covered by a permit issued pursu- be in the form of liability insurance, self- the environment or natural resources, and ant to this Part,or where records required insurance or other form acceptable to the I that such activity will comply with the to be kept pursuant to such a permit are department.The amount of such financial design and operation standards set forth in located, for the purpose of determining responsibility is to be set by the depart- section 360.8 of this Part; to provide such such facility's status of compliance with ment. insurance, the department may impose the permit and with this Part. 360.7 Facility operator requirements. I conditions in such permits,including sam- 360.5 Reissuance of permits. (a) Any (a) Operation of every sanitary landfill, piing, monitoring and reporting re- permit holder who intends to continue con- incinerator,and other facilities as directed quirements. struction or operation beyond the period of by the department, shall be under the (b) All permits issued pursuant to this time covered in such permit must file for responsible charge of a person who has I Part shall be transferable only upon prior reissuance of such permit within the time attended and successfully completed a written approval of the department. • period prescribed by Part 621 of this Title. course of instruction in solid waste man- (c)Operation permits shall have a dura- Filing for reissuance shall be made by the agement procedures relevant to the facil- tion fixed at the discretion of the depart- permit holder on forms authorized by the ity at which they are employed. Such ment for a period not to exceed five years. department. The provisions of this Part courses shall be provided or approved by '` Operation permits shall contain the re- relative to submittal and processing of the department. quirements for closure and maintenance of initial applications shall apply to reis- (b) Employees in responsible charge at the facility as established by the depart- suance applications under this section to new facilities of the types listed in subdivi- I ment pursuant to section 360.8(a)(21) of the extent indicated by the department in Sion(a)of this section,and new employees this Part. instructions accompanying reissuance ap- in responsible charge at existing facilities (d) Construction permits for all solid plication forms. of the types listed in subdivision (a),shall waste management facilities shall have a (b)Upon review of a reissuance applica- have 12 months from their date of employ- ' duration fixed at the discretion of the tion, the department shall determine ment to attend and successfully complete department, and construction shall be whether the permittee is in compliance a course of instruction. completed pursuant to the permit within with or has substantially complied with all (c) The department shall issue a certifi- that duration. the terms, conditions and requirements of cate of attendance to each employee suc- I (e) The construction of facilities pursu- the expiring permit and of this Part. cessfully completing a training course. At- ant to a construction permit shall be under (1) If the department determines in the tendance at a department approved course the supervision of a person or firm regis- affirmative hereunder, the permit may be prior to promulgation of this Part shall tered to practice professional engineering reissued. adequately satisfy these training require- ' in the State of New York. Upon comple- (2) If the department determines in the ments. tion of construction, written certification negative hereunder, or other circum- will be made by said firm or person that stances exist which indicate noncom- 360.8 Facility requirements.(a) General the construction is in accordance with the pliance with any provisions of this Part or requirements for all solid waste manage- t terms of the construction permit (and ap- of the ECL, the department shall take ment facilities. Any person who designs, proved plans, thereunder). Such certifica- appropriate action to secure compliance, constructs,maintains or operates any solid tion shall be submitted to the department including but not limited to a denial of waste management facility shall do so in within three months after completion of reissuance. The procedures relative to conformance with the requirements of this I construction.The department may require such action shall be provided by Part 621 subdivision, and all applications for per- "as built" plans to support certification. of this Title. mits pursuant to this Part shall demon- ' I6-20-86 Published by THE BUREAU OF NATIONAL AFFAIRS,INC.,Washington,D.C.20037 309 I 1261:0510 STATE SOLID WASTE—LAND USE Istrate specific means proposed for compli- sive sound levels beyond the property line tive or inactive facility, either with or ance herewith. Facility requirements in at locations either in use for residential without a permit under this Part, shall, \ paragraphs(2),(5),(12),(14)and(20)of purposes or permitted to be used for resi- upon permanent termination of use, prop- I this subdivision shall not apply to land- dential purposes by a zoning law or ordi- erly close and maintain such facility so as spreading facilities. nance.The sound levels shall be measured to prevent adverse environmental or health (1) Solid waste shall not be deposited in accordance with the department's solid impacts such as,but not limited to,contra- in, and shall be prevented from entering, waste guidelines. vention of surface or ground water quality I surface waters or ground waters. (12) Adequately heated and lighted standards, gas migration, odors, and vec- (2) Solid waste management facilities shelters for operating personnel shall be tors. Permanent termination of use shall shall not be placed on agricultural soil provided for the facility. A safe drinking include those situations where a facility groups I and 2 (Land Classification Sys- water supply,sanitary toilet facilities,and has not received solid waste for more than I tern as Certified by the Commissioner of telephone or radio communication shall one year, where a permit has automatical- Agriculture and Markets) if such land is also be provided. ly expired pursuant to section 360.4(1) of being actively used as cropland within an (13)Adequate numbers,types and sizes this Part,and termination of use resulting agricultural district formed pursuant to of properly maintained equipment shall be from permit denial, order of the commis- I the Agriculture and Markets Law. available to the facility during all hours of sinner or of a court. Specific closure mea- (3) Leachate from a solid waste man- operation. sures are subject to approval of the depart- agement facility shall not be allowed to (14) Shelter for mobile equipment shall ment. In the case of landfills, minimum drain or discharge into surface waters ex- be provided for routine maintenance and closure measures shall include at least two I cept pursuant to a State Pollutant Dis- repair. feet of final cover, an established grass charge Elimination System permit issued (15) Open burning shall be prohibited cover crop,and sufficient grading to direct pursuant to ECL article 17, title 8, and except pursuant to permit issued by the water off the fill area so as to minimize Parts 750 through 757 of this Title, and department under Part 215 of this Title. infiltration and preclude ponding. I shall not contravene ground water quality Measures shall be taken immediately to (b) Requirements for specific solid standards established by the department extinguish any nonpermitted open waste management facilities other than pursuant to ECL section 17-0301. burning. hazardous waste management facilities (4) Salvaging, if permitted by the facil- (16) Solid waste shall be confined to that are subject to Part 373 of this Title. I ity operator, shall be controlled by the an area which can be effectively main- In addition to the general'requirements facility operator within a designated sal- tained,operated and controlled. contained in subdivision(a)of this section, vage area and shall not interfere with (17)Solid waste resulting from industri- the requirements of this subdivision shall facility operation nor create hazards or al or commercial operations, sludge and apply to the design, construction, mainte- I nuisances. septage shall be processed, disposed, uti- nance and operation of the specific solid (5) Access to facilities shall be permit- lized or otherwise managed only at facili- waste management facilities included ` ted only when an attendant is on duty. ties that the department has specifically herein. Where conflicting requirements /p This provision shall not apply to facilities approved for such management of that exist,the more stringent shall apply. I such as transfer stations without operating specific waste. (1)Sanitary landfill.(i)A vertical sepa- mechanical equipment. (18) Reports on forms acceptable to or ration exceeding five feet shall be main- (6) Access to and use of the facility provided by the department shall be sub- tained between solid waste and the season- shall be controlled by fencing,gates,signs mitted at a frequency specified in the al high ground water table or bedrock. I or other suitable means. operation permit. (ii) The required horizontal separation (7) Blowing papers and litter shall be (19) Facilities shall be maintained and between deposited solid waste and any confined to solid waste holding and operat- operated so as to function in accordance surface waters shall be determined for ing areas by fencing or other suitable with the permit issued pursuant to this each sanitary landfill by reference to soil I means. Solid waste shall not be accepted Part and the designed and intended use of attenuation characteristics, drainage, and at a solid waste management facility un- the facility. Equipment in use at each natural or man-made barriers. less the waste is appropriately covered or facility shall be maintained to operate ef- (iii) A minimum of three ground water confined in the vehicle transporting the fectively. Contingency plans approved by monitoring wells, or more as determined I waste to prevent blowing papers and litter. the department for emergency situations by the department, shall be provided at a (8) Vectors, dust and odors shall be shall be implemented in accordance with new or modified facility, and at least two controlled by effective means so that they the plans'terms. wells shall be located down-gradient from shall not constitute nuisances or hazards (20) Solid waste management facilities the solid waste fill area. Appropriately I to health, safety or property. shall not be operated or constructed on located, constructed and monitored wells (9) Onsite roads used to transport solid flood plains unless provisions have been off-site may be used to satisfy this require- wastes shall be maintained passable and made to prevent the encroachment of ment. Where determined by the depart- safe at all times. flood waters upon said facilities,and shall ment,monitoring wells may be required at I (10) Safety hazards to all persons on not pose a significant hazard to human facilities in existence on the effective date the facility shall be minimized. life, wildlife, fisheries, or land or water of this Part. (11) The operations of a solid waste resources. (iv) Water-monitoring programs shall management facility shall not cause exces- (21) The owner or operator of any ac- be undertaken where required by the de- I J I Environment Reporter 310 I NEW YORK WASTE FACILITIES RULES S-23 1261:0511 IV partment to meet testing and frequency water monitoring facilities and gas venting solid waste, regardless of whether such schedules established in the operation structures established pursuant to a per- land has been the subject of any applica- permit. mit shall be maintained for a period of five tion under this Part. (v) Base-line water quality conditions years beyond the date the placement of (xviii) A State Pollutant Discharge II (reflecting annual seasonal data) of both final cover is completed, or for a longer Elimination System (SPDES) discharge ground water and surface waters shall be period as required by the department. permit may be required for landfills that established prior to depositing any solid (xi) No solid waste resulting from in- generate, collect and discharge leachate, waste at a new site. dustrial or commercial operations, sludge except for those facilities which recycle I (vi) Decomposition gases generated or septage,nor materials which when corn- the leachate on top of the landfill,over an within the sanitary landfill shall be con- bined will produce hazardous waste, shall area that has been specifically designed trolled so as not to create hazards to be disposed of in a sanitary landfill except with a liner and a collection system for the health, safety or property.The concentra- pursuant to specific operation permit purpose of recycling the leachate. I tion of explosive gases (methane) generat- authorization. (xix) Bird hazards to aircraft. No new ed by the facility shall not exceed: (xii) All fill areas or excavations at a facility disposing of putrescible wastes and (a) 25 percent of the lower explosive sanitary landfill shall terminate no closer located within 5,000 feet of any airport limit for the gases in facility structures than 50 feet from the boundary lines of runway used by piston-type aircraft or I (excluding gas control or recovery system the property on which the sanitary landfill within 10,000 feet of any airport runway components);and is operated. used by turbojet aircraft shall be ap- (b) the lower explosive limit for the (xiii) A surveying bench mark shall be proved. A facility located within 10,000 gases at or beyond the property boundary. established and maintained on the site. feet of any airport runway used by a (vii) Specific cover and compaction re- • (xiv) Upon transfer of ownership of a turbojet aircraft, or within 5,000 feet of I quirements. (a) Solid waste shall be sanitary landfill site, a provision shall be any airport runway used by only piston- spread in two-foot layers or less and com- included in the property deed indicating type aircraft shall demonstrate that the pacted upon deposition at the working the period of time during which the prop- facility does not pose a bird hazard to face. The working face shall be restricted erty has been used as a landfill,a descrip- aircraft before a permit is reissued. I to the smallest area practicable. tion of the wastes contained within, and (xx) Endangered species. Facilities or :(b) Lift height shall not exceed 10 feet. the fact that the records for the facility practices shall not cause or contribute to (c) Daily cover shall be placed upon all have been filed with the department. Said the taking of any endangered or threat- exposed solid waste prior to the end of deed shall also reference a map which ened species of plants, fish or wildlife, nor I each operating day. shall be filed with the county clerk, show- shall the facility or practice result in the (d) Intermediate cover shall be placed ing the limits of the landfilled areas within destruction or adverse modification of the on all surfaces of a landfill where no the property. critical habitat of endangered or threat- 1 additional solid waste will be deposited (xv) Sludge may be disposed of or oth- ened species. I within 30 days. erwise managed, at facilities approved by (xxi) Landfills used for the disposal of (e) Final cover shall be applied in each the department to receive municipal solid solid waste resulting from industrial or of the following circumstances: waste,only if specifically authorized to do commercial operations shall be subject to (1) whenever an additional lift of solid so by the department, if such sludge is all requirements of this paragraph, unless I waste is not to be applied within one year, dewatered to 20 percent solids and no free the applicant demonstrates that specific (2) to any area of a landfill attaining moisture is evident in the dewatered sanitary landfill requirements are not nec- final elevation, within 90 days after such sludge. essary for the solid waste to be disposed of elevation is attained; (xvi) Landfills accepting sludge whose at the facility. I • (3) to an entire landfill which is the wet weight is greater than 25 percent of The department may impose additional subject of an application that is denied or the combined weight of sludge and other requirements on landfills used for the dil- a permit that terminates for any reason. material on a daily basis shall provide posal of solid waste resulting from indus- (viii) Cover material and drainage con- leachate collection, treatment and moni- trial or commercial operations, based on I trol structures shall be designed, graded and maintained to prevent ponding and toying facilities. the volume and the physical,chemical and (xvii) Proposed landfills and modifica- biological properties of such solid waste, erosion and to reduce to a minimum infil- tions of existing landfills, pursuant to sec- including but not limited to requirements tration of water into the solid waste cells, tion 360.3 of this Part, shall require a for leachate collection system, impervious I consistent with the operation permit and natural or artificial liner that restricts in- liners, and impervious caps. with this Part. filtration to the equivalent of five feet of (2) Incinerators. (i) Regulations govern- (ix) A grass or ground cover crop shall soil at hydraulic conductivity of 10-' ing construction and operation of inciner- be established and maintained on all ex- cm/sec or less and shall also require a ators for purposes of air pollution control I posed final cover material within four system for leachate collection and storage. are set forth in Parts 200, 201, 212, 219, months after placement or,season not per- For the purposes of this subparagraph, 222 and 257 of this Title. mitting, as otherwise prescribed by the modification shall have the meaning estab- (ii) Incinerator operators shall not dis- department. lished in section 360.3 of this Part, and pose or allow residues and fly ash in a I (x) Soil cover integrity, slopes, cover shall also mean any lateral extension of a smoldering condition to be transported to vegetation, drainage structures, ground landfill onto land that has not yet received any disposal site. Residue and fly ash I I8-20-86 Published by THE BUREAU OF NATIONAL AFFAIRS,INC.,Washington,D.C.20037 311 I1261:0512 STATE SOLID WASTE—LAND USE I collected in a wet condition shall be vegetation to be grown, schedules and compost not of a quality fit for land appli- drained of free moisture prior to its methods of applying the solid waste, and cation as determined by the department transportation. harvesting of the vegetation. shall be disposed in a facility approved by (iii) Incinerator operation must not (j) Surface impoundments, if required, the department. I commence until the residue/bypass waste shall meet the requirements of paragraph (5) Surface impoundments. All surface disposal landfill is permitted, operational, (5) of this subdivision. impoundments shall be subject to regula- and all necessary agreements are in effect. (k) Maps shall be submitted showing tion under this Part, unless the depart- (3)Landspreading facilities. (i)The fol- site boundaries and areas proposed for ment determines that a facility is exempt- I lowing provisions shall apply to land solid waste application. ed by section 360.l(f) of this Part or is spreading facilities: (I) Solid waste applies to the soil sur- subject to regulation under ECL article (a) A representative analysis of the face shall be incorporated into the soil 17. Surface impoundments that are sub- waste proposed for landspreading shall be surface the same day it is applied. ject to regulation under ECL I article 17 performed initially and submitted with the (m) Wastes shall not be applied to flood generally are those which are part of application, and on a regular basis there- plain areas designated as floodways as wastewater treatment facilities employed after as determined by the department. defined in Part 500 of this Title. to meet the requirements of ECL section (b) Loading rates shall be determined (ii) In addition to the provisions of sub- 17-0811. I based on the solid waste quantity, quality paragraph (i) of this paragraph, the fol- (i) Surface impoundments subject to (heavy metal, nutrient and persistent or- lowing provisions apply for landspreading this Part may require an impermeable ganic concentrations), site characteristics, of sewage sludge and septage: barrier,consisting of a synthetic or natural and plant requirements (nitrogen uptake (a) Grazing by animals, other than material of approved composition and rate). dairy cattle, shall be prevented for one thickness and having a hydraulic conduc- (c) Solid waste application shall be con- month after solid waste application and,in tivity of le cm/sec or less, to be placed trolled to avoid surface runoff and contra- addition, grazing of dairy cattle shall be or constructed on all surface which may vention of surface and ground water prevented for 12 months after solid waste come in contact with the solid waste in the I standards. (d) No solid waste shall be applied to application. surface impoundment, and are subject to (b) Public access shall be prevented for departmental approval. frozen or snow-covered ground or during 12 months after solid waste application. . (ii) Surface impoundments shall be de- periods of rain. (c) Spray irrigation of sewage sludge signed and operated so as to provide for I (e) The site shall be operated to control and septage is acceptable,provided health, continuing structural integrity. vectors, pathogens and odors. environmental and nuisance impacts are (iii) A minimum two-foot freeboard (j) Solid waste containing polychlori- controlled to the satisfaction of the depart- shall be maintained in all surface nated biphenyls in concentrations greater ment and any applicable provisions of the impoundments. I than 10 mg/kg (dry weight basis) shall Environmental Conservation Law. (iv) For surface impoundments that not be applied to the land. (d) Solid wastes shall not be applied to have berm elevations higher than the sur- (g)The maximum cumulative cadmium land currently used for producing food rounding ground elevations,a spill preven- application rate that can be applied to chain crops for direct human con- tion, control and countermeasure plan I agricultural land is limited to five kilo- sumption. shall roval.be submitted to the department for grams per hectare (kg/ha). Background (e) Food chain crops for direct human app soil cadmium levels shall be determined consumption shall not be grown on lands (v) The surface impoundment shall be prior to establishing loading rates of addi- that have received solid wastes within the operated in such a way as not to violate I tional cadmium. In addition, the annual preceding 18 months. any ambient air quality standard and to cadmium application rate shall not (iii) In addition to the provisions of minimize objectionable odors at the prop- exceed: subparagraphs (i) and (ii) of this para- erty line. graph, all sewage sludge must be stabi- (vi) Ground water and surface water Annual cadmium lized prior to landspreading. monitoring programs shall be undertaken I (Cd) application rare kg/ha (4) Composting facilities. (i) Solid where required by the department to meet waste shall be maintained in an aerobic testing and freqency schedules established Present to June 30, 1984 2.0 environment for sufficient time to insure in the operation permit. i July 1, 1984 to December 1.25 stabilization and pathogen reduction. (vii)All sludges and sediments accumu- ' 3t, 1986 (ii) Adequate space for storage of com- lating in a surface impoundment permit- Beginning January 1, 0.5 pleted compost shall be available. ted in accordance with this section shall be 1987 (iii) Analysis of completed compost periodically removed. The frequency of shall be performed on a regular basis as removal shall be subject to department I (h) Soil pH, if below 6.5, shall be determined by the department. approval. For sewage treatment plant amended to a pH of 6.5 or greater during (iv) Market or use of completed corn- sludge and septage, such removal shall periods of solid waste application. post may be limited through permit condi- occur at least once every six months. (i) A management plan,to be approved tions, subject to the quality of the (6) Waste oil. This paragraph contains I by the department as a permit condition, compost. special provisions governing facilities regu- shall be developed to include: crops or (v) All noncomposted material and lated by ECL article 23,title 23 (Rerefin- I Environment Reporter 312 I NEW YORK WASTE FACILITIES RULES S-48 1261:0513 ing of Used Oil) and article 27, title 7 (j) Used engine lubricating oil retention and a contingency plan for fires, explo- ' (Solid Waste Management Facilities). facility means any facility employed to sions or other emergencies. Such plans Waste oil treatment, storage and disposal store used lubricating oil by a service es- must meet with the department's facilities that manage waste oils which are tablishment or any other person,industrial approval. hazardous waste as defined by Part 371 of operation, airport, trucking terminal or (iii) Used engine lubricating oil reten- ' this Title, and which are subject to the State or local government facility that tion facilities.Every service establishment, requirements of Part 373 of this Title, generates at least 500 gallons of used lu- and every other person, industrial oper- shall be exempt from the requirements of bricating oil annually. ation, airport, trucking terminal, or State this paragraph. (k) Waste oil means used engine lubri- or local government facility generating at I (i) Definitions. In addition to the defini- eating oil and any other oil, including but least 500 gallons of used engine lubricat- tions contained in section 360.1(c)and (d) not limited to fuel oil, motor oil, gear oil, ing oil annually, shall provide and main- of this Part,the following definitions apply cutting oil, transmission fluid, hydraulic taro used lubricating oil retention facili- to this paragraph: fluid,dielectric fluid,oil storage tank resi- ties.No permit is required pursuant to this I (a) Fuel oil means all oil which has dues, animal oil and vegetable oil, which Part for the construction or operation of been refined, rerefined or reprocessed and has been contaminated by physical or used engine lubricating oil retention facili- is suitable for burning to produce heat or chemical impurities, through use or acci- ties;provided,however,that such facilities is sold for burning to produce heat. dent, and has not subsequently been comply with the following standards: I -:(b) Lube stock means the base petrole- rerefined. (a) Facilities shall be designed, con- ani fraction that is used to formulate lu- (1) Waste oil storage facility means any structed and operated in accordance with -bricating oil. facility that stores waste oil, other than whichever of the following requirements ,(c)'Lubricating oil means all oil which used engine lubricating oil facilities locat- are in effect in the municipality wherein I is 'suitable for use as a lubricant or is sold ed at the point of generation, including the facility is located: for use as a lubricant. but not limited to, those storage facilities 11) the New York State Uniform Fire (d) New oil means all oil which has used as waste oil transfer stations or waste Prevention and Building Code,9 NYCRR been refined from virgin oil and may or oil reprocessing or rerefining facilities. Subchapter C,including the National Fire I may.not contain additives, but has never (ii) Waste oil storage, reprocessing and Protection Association Flammable and been used,and does not contain rerefined. rerefining facilities. No person shall con- Combustible Liquids Code (NFPA-30) reprocessed or used lubricating oil. struct or operate a waste oil storage,repro- (see section 360.1[k] of this Part);or (e) On-premises oil changing operation cessing or rerefining facility except in ac- (2) the applicable local building and I means any operation that drains or col- cordance with a valid permit issued to fire codes. lects used lubricating oil and replaces it such person pursuant to this Part. The (b) Facilities shall be properly sheltered with new or rerefined lubricating oil. following requirements, in addition to and protected to prevent spillage, seepage ' (J) Reprocessing means any process, those set forth in subdivision (a) of this or other discharge of used engine lubricat- ' ( method or technique, short of rerefining, section, shall apply to all such waste oil ing oil into storm or sanitary sewers or that removes physical or chemical contam- facilities: into ground or surface waters of the State. inants from waste oil so that such oil is (a) Facilities shall be designed, con- (c) Used engine lubricating oil shall be suitable for productive use. structed and operated in accordance with removed from retention facilities on a peri- 1 (g) Rerefining means any process, whichever of the following requirements odic basis consistent with the design ca- method or technique that removes the are in effect in the municipality wherein pacify of the facility,and shall be removed .physical and chemical contaminants from the facility is located; only by a person holding a permit covering waste oil so that such oil is suitable for use (I) the New York State Uniform Fire such activity pursuant to Part 364 of this I as lube stock or fuel oil and,when used by Prevention and Building Code,9 NYCRR Title. itself or when mixed with new oil or addi- Subchapter C,including the National Fire (d) Service establishments shall accept, fives,is substantially equivalent or superi- Protection Association Flammable and at no additional charge, used engine lubri- or to new oil intended for the same pur- Combustible Liquids Code (NFPA-30) cating oil, in quantities not exceeding five I pose. Lube stock shall meet the standards (see section 360.1[k] of this Part);or gallons per day, from any individual; pro- as specified in the American Petroleum (2) the applicable local building and vided, however, that the service establish- Institute's engine service classifications. fire codes. ment's used engine lubricating oil reten- (h) Service establishment means any (b) An application for a permit hereun- tion facility is not temporarily filled to I automobile service station, including gas der shall identify the details of the pro- capacity. only outlets, or any other retail outlet or cesses employed at the facility and the use 360.9 Loans for municipal landfill do- boat marina selling at least 500 gallons of of the output of these processes. In addi- sure projects lubricating oil annually and having an on- tion to all other relevant construction and (a) As used in this section, premises oil changing operation. operation requirements, pursuant to this (1)The terms«cost","lands","munici- (1) Used engine lubricating oil means Part, a permit shall contain process moni- pal landfill closure project", and "munici- petroleum-based lubricating oil from inter- toring requirements and shall govern the pality" have the same meanings ascribed nal combustion engines that through use use of the facility's output. to them in section 52-0101 of the ECL. I has been contaminated by physical or (c) All facilities shall have a spill pre- (2) The term "primary aquifer" means chemical impurities. vention,control and countermeasures plan a highly productive water bearing forma- , I (.. 5-8-87 Published by THE BUREAU OF NATIONAL AFFAIRS,INC.,Washington,D.C.20037 135 r I 1261:0514 STATE SOLID WASTE—LAND USE Ition identified by the department consist- full fifty percent of the approved project place of business is within one mile of the ing of unconsolidated (non-bedrock) geo- cost (which cost must be determined in landfill's waste boundary: four points logic deposits that: accordance with subdivision four of Sec- (ix) If the population within one mile of (i) receives substantial recharge from tion 52-0507 of the ECL) or two million the landfill's waste boundary is over the overlying land surface;and dollars, whichever is less. 10,000: ten points (ii) is presently utilized as a major (1) Applications must be placed in (x) If the population within one mile of source of water for public water supply. groups based upon the date received:those the landfill's waste boundary is 3,001 to I (3)The term"principal aquifer"means complete applications received between 10,000:eight points unconsolidated (non-bedrock) geologic de- the effective date of this section and April (xi) If the population within one mile of posits identified by the department that: thirtieth, 1987, between May first, 1987 the landfill's waste boundary is 1,001. to (i) receives substantial recharge from and June thirtieth, 1987, and thereafter, 3,000:six points I the overlying land surface; between July first and September thirti- (xii) If the population within one mile (ii) is known to be highly productive or eth, and between October first and De- of the landfill's waste boundary is 101 to whose geology suggests a potentially abun- cember thirty-first, between January first 1,000: four points dant source of water;and and March thirty-first,and between April (xiii) If the population within one mile I (iii) is not presently used as a major first and June thirtieth. of the landfill's waste boundary is one to source of water for public water supply. (2) Within each group described in 100: two points (b) A municipality that is the owner or paragraph one of this subdivision, the de- (xiv) If the department confirms, based operator of a landfill may, on forms the partment must assign a number based on the information submitted under para- I department may prescribe, apply to the upon the cumulative total of all points graph two of this subdivision, methane department for a loan under title five of assigned to each criterion, set forth in migration from the landfill to residences article 52 of the ECL to cover the costs to paragraph three of this subdivision. The or offsite places of business: eighty-five carry out a municipal landfill closure pro- department must review and approve the points I ject that results in the complete or partial applications within each group in accord- (xv)If the nearest surface water is with- closure of that landfill as expressly speci- ance with the number assigned, with (in in 100 feet of the landfill's waste bound- fied in a permit condition, administrative the case of applications with different ary:ten points order, or court order. This application numbers) a higher number being pro- (xvi) If the nearest surface water is I must include the following information: cessed before the next lower and (in the within 250 feet of the landfill's waste (1) A statement that the landfill site case of applications with the same num- boundary:eight points has not been classified pursuant to para- ber)with the applications having the earli- (xvii) If the nearest surface water is graph 27-1305.4.b of the ECL; er date of submission to the department within 500 feet of the landfill's waste I (2) A statement that the municipality being processed before the application boundary: five points has an obligation to close the landfill un- having the later date of submission. (xviii) If the nearest surface water is der a permit condition, an administrative (3) The department must assign the within 1,000 feet of the landfill's waste 1 order,or court order,and evidence of that following points to the following criteria: boundary:two points ) obligation; (i) If a sole source aquifer is located (xix) If leachate from the landfill is I (3) A statement that the municipality within one mile of the landfill's waste confirmed to be entering surface waters: agrees to proceed expeditiously with and boundary: thirty points five points complete the construction activities of the (ii) If a primary aquifer is located with- (xx) If the nearest surface water body I municipal landfill closure project in ac- in one mile of the landfill's waste bound- within 1,000 feet of the landfill's waste cordance with such permit condition, ad- ary: twenty-five points boundary is designated a wetland under ministrative order,or court order; (iii) If a principal aquifer is located the provisions of Article 24 or 25 of the (4) A work plan outlining the work to within one mile of the landfill's waste ECL: five points I be done in preparing and implementing boundary:twenty points (xxi) If the municipality's bond rating is the municipal landfill closure project, in- (iv) If the department confirms, based above Standard and Poors A,or its equiv- cluding a schedule for the completion of upon the information submitted under alent: five points the specific tasks and current estimates of paragraph two of this subdivision,ground- (xxii) If the municipality's bond rating I the itemized costs for each of those tasks; water contamination from the landfill: ten is Standard and Poors B to A, of its and points equivalent: ten points (5) A statement that the municipality's (v) If the nearest residence or offsite (xxiii) If the municipality's bond rating governing body has authorized the submis- place of business is within 1/4 mile of the is below Standard and Poors B, or its I sion of the application, and evidence of landfill's waste boundary: ten points equivalent,or is unrated: fifteen points that authorization. (vi) If the nearest residence or offsite (xxiv) If the landfill has not received (c) The department must use the prose- place of business is within 1/2 mile of the municipal solid waste for five years before dures and point system in this subdivision landfill's waste boundary: eight points the date of application,subtract ten points Ito determine the order in which it will (vii) If the nearest residence or offsite (xxv) If the landfill has an adverse or review and approve loan applications,sub- place of business is within 3/4 mile of the imminent impact on a water well or sur- mitted in accordance with subdivision (b) landfill's waste boundary:six points face water body used for consumption by of this section, for a maximum of either a (viii) If the nearest residence or offsite one or more persons:twenty points I I - ) 136 IEnvironment Reporter I NEW YORK WASTE FACILITIES RULES S-48 1261:0515 (4) The applicant must provide all nec- (6) any operation and maintenance cost tion consistent with the ECL and its regu- essary information acceptable to the de- associated with a municipal landfill clo- lotions relative to municipal landfill clo- ' /- partment in order to enable the depart- sure project; sure projects. Once an application has ment to determine the order of the (7) any cost for work associated with been approved, the department must re- application's review and approval under development of alternative waste disposal view the progress of the municipal landfill I this subdivision. closure project under review at the follow- ing points to determine whether to reim- design and/or implementation of a mu- (8) any cost incurred to perform the burse the municipality for eligible costs nicipal landfill closure project are not eli- municipal landfill closure project before incurred during the progress of that pro- I gible for disbursement under subdivision January 8, 1986; ject to that point: the approval of the 52-0507.4 of the ECL: (9) any costs incurred to perform the closure plan; the approval of detailed (1) any cost incurred before the issu- municipal landfill closure project after the plans,specifications and estimates suitable ance of the permit containing the permit de determines that the landfill is for bidding;and construction;and I condition for landfill closure, final execu- p (f) Upon approval of a loan application, an inactive hazardous waste disposal site pp pp tion of the administrative order, or issu- classified pursuant to paragraph 27- a municipality must enter into a contract ance of the court order; 1305.4.b of the ECL, in which case the with the commissioner that must include, (2) any cost incurred to perform the but not be limited to or exemplified by, I municipal landfill closure project if it is municipality may be eligible for state as- provisions for implementation of the do- sistance under paragraph 27-1313.5.g of not fully implemented by the municipality the ECL if it meets the criteria set forth in sure plan,and any amendments thereto,as in accordance with plans approved by the Section 375.6 of this title;and approved by the department; for disburse- department; ment and repayment of the loan in accord- ' (3) any cost incurred in obtaining an incurred fo administrative Order on Consent or in municipal(10) any landfill costs closure to project rm whichthe ance with section 52-0507 of the ECL; to assure compliance with sections 52-0111 otherwise preparing and submitting an ap- are inconsistent with or in violation of the and 52-0113 of the ECL; and relating to plication under title five of article 52 of procedures and requirements for state as- competitive bidding procedures, protests, I the ECL; sistance for closure of municipal landfills awarding of construction contracts, pre- (4) any cost incurred outside the scope under title one or five of article 52 of the construction conferences, change orders, of the permit condition,the administrative ECL;or other applicable law. ' department on-site inspections and inspec- order, or the court order for landfill (e) The department must review the tions of records, loan disbursements, au- closure; municipal landfill closure project loan ap- dits, force accounts, construction sched- (5)any cost for which the commissioner plication and may approve, disapprove,or ules, project management, and loan determines funds are not available; recommend modifications to that applica- repayment. II( I I I I I • I I5-8.87 Published by THE BUREAU OF NATIONAL AFFAIRS,INC.,Washington,D.C.20037 t37 : 1 . 11-12/44GROlP I : I I : 4 . i I 4.! 1 APPENDIX 6 1 -I 1 I i . 1 i 1 1' 1 4 1 , i . , I . t i 1 1 . 1 I : 1 i . , , , -4 , .,.. .. ... , .. :„, 1 4 J t $1 I -,, ,41 1 1 DRAFT OF JULY 25, 1989 I AGREEMENT APPENDIX ' SPECIFICATIONS OF THE FACILITY 1 I TABLE OF CONTENTS PAGE NO. 1 PART 1 - CONTRACT DRAWINGS 2-1 PART 2 - SPECIFICATIONS 2-3 1 1 .0 PROCESS 2-3 ' 2.0 PROCESS EQUIPMENT 2-6 3.0 SITE LAY-OUT 2-63 4.0 SITE WORKS 2-64 5.0 CONCRETE 2-76 1 6.0 BUILDINGS 2-95 1 7.0 AUXILIARY SYSTEMS 2-108 8.0 GENERAL CODES AND STANDARDS 2-115 1 I 1 PART 1 - CONTRACT DRAWINGS The following Contract Drawings are included in this section: A) Drawing No. 88063.0.A.04-A 1 Flow Diagram B) Drawing No. 88063.0.A.04-B ' Site Lay-out ' C) Drawing No. 88063.0.A.04-C Equipment Lay-out:Tipping, Processing and Composting D) Drawing No. 88063.0.A.04-D Equipment Lay-out - Sections:Tipping, Processing and Composting ' E) Drawing No. 88063.0.A.04-E ' • Equipment Lay-out - Compost Screening F) Drawing No. 88063.0.A.04-F ' Office Building G) Drawing No. 88063.0.A.04-G 1 Tipping and Processing Building ' H) Drawing No. 88063.0.A.04-H Composting Building I) Drawing No. 88063.0.A.04-I Compost Screening Building ' J) Drawing No. 88063.0.A.04-J Odor Control System Diagram K) Drawing No. 88063.0.A.04-K ' Compost Aeration and Odor Control System ' 2-1 1 1 1 L) Drawing No. 88063.0.A.04-L Dust Control System M) Drawing No. 88063.0.A.04-M ' Wastewater Recycling System N) Drawing No. 88063.0.A.04-N Electric System One-line Diagram 0) Drawing No. 88063.0.A.04-O ' Paved Areas ' All the above referenced drawings, diagrams excluded, are on scale, but because of the reduction rate used for plotting the drawings enclosed to this Appendix, the scale indicated may not be correct and therefore reference must be made to the dimensions indicated on the drawings or to the full scale ' drawings. 1 1 1 1 i 1 1 1 ' 2_2 PART 2 - SPECIFICATIONS 1.0 PROCESS The following process description refers to the enclosed drawing A. The Acceptable Waste delivered by the collection trucks and compactor trailers is unloaded on the floor of the receiving area where non-processible waste can be separated. A front loader is used for conveying the waste into the feeding system (1) which feeds the shredder. A small crane with a hydraulic grapple ' is used to assist the separation of non-processible waste entering the infeed conveyor. ' The shredder (2), of hammer mill type, reduces the size of the materials contained in the waste stream. A belt conveyor conveys the waste from the shredder to the primary trommel screen (3) . In the screen, the waste is divided into two flows: an oversize fraction (Residue) that is dropped in a load-out area; and ' - an undersize fraction that is taken to the secondary trommel screen (5) by two belt conveyors. An electro-magnetic separator (4) is located between these two conveyors for recovering the Ferrous Metals. Recovered Ferrous Metals are dropped into a load-out area. ' The secondary trommel screen separates the two following streams of materials: ' - an oversize fraction; and an undersize fraction which is conveyed to the wet separator (6) for the separation of the high density materials, such as glass and stones. In the event the waste stream does not require to be processed by the wet separator, this machine can be by-passed by reversing the conveyor of the ' screen undersize fraction. The high density materials removed from the undersize fraction by the wet separator is discharged into the load-out area after the separation of Ferrous Metals by means of a secondary electro-magnetic separator (7) . After removal of glass and other high density materials (i.e. , the Aggregate) ' from the undersize fraction, the undersize organic matter is mixed with the intermediate fraction for the purpose of achieving the proper moisture content for the compostable material entering the aerated composting process. A mixer ' (11) is used for mixing these materials and grinded brush and Acceptable Sludge which can be fed into the process by the following systems: ' 2-3 I I I I - Dewatered Acceptable Sludge feeding system (8); - Liquid Acceptable Sludge feeding system (9); and I - Grinded brush feeding system (10) . I The two feeding systems 8 and 10 can be possibly used for feeding other streams of materials such as, but not limited to: - Agricultural waste; I - Compost having a maximum particle size larger than 10 millimeters (0.39 inch); and I - Screen oversize Residue to be recirculated. The mixed compostable material is transferred into the building reserved for the Iaerated composting using a belt conveyor. The pile formed by a front loader is about seven feet in height. Twenty I aeration units (12), each one including a centrifugal blower and a leachate/condensate separator, provide an air flow through the pile via the perforated air distribution channels in the concrete floor. Air can be supplied I ,under negative and positive pressure according to the operation schedule. During the negative pressure phases, the air from the compost pile is discharged through a compost bio-filter in order to control odors. After a two-week duration, a front loader may be used to turn the pile; after a I subsequent two-week period, the compost from the accelerated composting area is ready to be transferred to the curing area. Depending on the operational requirements, the material may be turned several times and/or may stay in the Icomposting building for a longer period. The entire area for accelerated composting is roofed and provided with a water spraying system (13) installed under the roof of the building. The purpose of this system is to control the moisture content of the compost. Before being cured, the compost may possibly be shredded and screened by Iusing the following equipment of the compost screening section: - Compost feeding system (14); 1 - Compost shredder (15); and Tertiary trommel screen (16). IThe final screening of the compost is typically done before the delivery of the compost product to the users. I I 2-4 I The curing/storage area is designed for a total retention time of at least 90 days and therefore the process time schedule is typically as follows: ' - First day: Piling of compostable material in the aerated composting building. - 29th day: Coarse compost is transported to the curing area where it may be processed before being piled. - 113th day: Coarse compost is screened and the end products are ' produced. The final screening of the compost is carried out by a Liwell screen (17) . The ' compost feeding system (14) feeds a belt conveyor which unloads the material on a reversible belt conveyor. Depending on the operational and marketing requirements, the compost may be shredded by a compost shredder (15) which possibly can be by-passed. A third belt conveyor conveys the material into the ' tertiary trommel screen (16) which separates residues having large particle size. The screen undersize stream is processed by the Liwell screen which separates three flows of materials: ' - Screen oversize Residue; Compost having a maximum particle size of 10 millimeters (0.39 inch); and - Compost having a maximum particle size of 25 millimeters (0.98 inch) . Depending on the operational and marketing requirements, at the Company's exclusive option, the group of screening panels of the Liwell screen which have 25 millimeters openings may be replaced by panels with 10 millimeters openings ' in order to produce only compost having a maximum particle size of 10 millimeters. 1 I 1 2-5 1 1 1 2.0 PROCESS EQUIPMENT This section includes the specifications of the process equipment which will be installed in the Facility. All the drawings included in Part 2 of Appendix 2 are not on scale and are provided only for illustrating the equipment, therefore, they are not intended to specify any design or construction specifications. 1 1 1 1 1 1 i 1 i 1 1 1 1 2-6 I ITEM 1 - WASTE FEEDING SYSTEM SPECIFICATION The waste feeding system stem consists of the followingequipment: ' - No. 1 horizontal apron conveyor; No. 1 inclined apron conveyor; and - No. 1 oleodynamic crane with grapple. ' The specification of the two apron conveyors are as follows: Drive: Variable speed, AC variable frequency type with electric motor, inverter duty, coupled to a helical gear reducer with a ' final chain drive to the head shaft to yield the required final belt speed. The drive shall be complete with high speed coupling, coupling guard and motor mount. Chain Guard: Oil bath type, complete with fill cap, oil sight gauge and drain plug. ' Chain Tensioner: Slide base under reducer. Drive Mount: Fabricated assembly, located at the head section. AC Variable Panel mounted with speed control for manual rate adjustment, Frequency jog and reverse. All conditions controlled at this drive will ' Drive: be displayed on the panel face. Bearings: Anti-friction, self-aligning, roller bearing pillow blocks with adjustable bearing mounts and required shims. Shafting: Cold rolled steel, turned and ground. ' Sprockets: Bored, keyed and bushed for shafts as required. Chain: With single flanged, hardened steel rollers. Pans: Hinged steel type, 15/64" thick mild steel plate with side wings and steel wear shoes. ' Take-up: Screw type, spring loaded design, for location at tail section. Carrying Rails: Mild steel structural rails. ' Return Rails: Mild steel structural rails. t 2-7 I I I I Impact Rails: Mild steel structural rails, full length at loading area, located for intermediate support across belt width. I Frame: Open frame type, fabricated from mild steel structural shapes and plates with stiffeners as required. I Head Section: Open frame type, fabricated from mild steel structural shapes and plates with stiffeners as required. Tail Section: Open frame type, fabricated from mild steel structural shapes I and plates with stiffeners as required. Supports: Fabricated from mild steel structural shapes and plates as Irequired. Supports supplied to concrete floor. Sidewalls/Inlet Full length both sides. Fabricated from 3/16" thick mild steel Hopper: plate with external stiffeners as required and supported from Ithe conveyor frame. Discharge To apron conveyor, integral with sidewalls/inlet hopper, I Chute: fabricated with 3/16" thick mild steel plate with flanges and external stiffeners as required. Zero Speed For location at tail shaft assembly, rotary motion type with I Switch: coupling, coupling guard and mounting hardware. Safety Stop For location along conveyor, one side only, cable operated I Switch: type, manual reset type, with required cable, support eyes and mounting hardware. IThe oleodynamic crane with grapple consists of the following parts: - Crane with arms; I - Grapple; - Oleodynamic system; and I - Control system. I The crane has swivelling arms fabricated from mild steel tubular shapes and is fixed at the base by means of a ball bearing. The grapple consists of segments made from mild steel plat shaped and Ireinforced with stiffeners. The segments are connected to the main block by means of pins and bushings I and are operated by hydraulic cylinders. I 2-8 I The oleodynamic system consists of one oleodynamic unit complete with pipes, hoses, couplings, fittings and control instruments. The control system consists of one working station conveyors complete with control levers, seat and guards. 1 1 I 2-9 ' ITEM 1 - WASTE FEEDING SYSTEM DATA SHEET No. 1 Horizontal Apron Conveyor P Y ' . Center distance 20 ft. . Width 60 in. ' . Belt Speed 4 to 18 fpm . Motor Power 4 HP No. 1 Inclined Apron Conveyor ' Center distance 52.5 ft. ' . Width 60 in. . Belt Speed 9 to 45 fpm . Motor Power 15 HP ' No. 1 Hydraulic Crane with Grapple . Capacity 1000 lb. . Grapple Capacity 0.5 cu.yd. . Motor Power 3 HP Maker ' . Apron Conveyors COIN GAMBAROTTA IMCOS ' SAMEC or approved equal I 2-10 1 1 ' Crane BONFIGLIOLI EFFER FASSI HEYLA PM or approved equal 1 1 1 1 1 1 1 1 1 1 1 1 2-11 1 1 APRON CONVEYOR 1 1 'f�y *le _:d.. 1 0 - 4j I ;�44�.� O ,4,ri \4/ ' • 1 •4jti v/� • =' 1 1 1 1 FRAME 2 HEAD SECTION 1 3 TAIL SECTION 1 i 2-12 1 1 1 CRANE WITH OLEODYNAMIC GRAPPLE 1 1 A 1 (1, u 111 1 ` ' 1 SWIVELLING ARMS 2 OLEODYNAMIC GRAPPLE 3 BALL BEARING 1 1 1 1 2-13 1 1 ITEM 2 - HAMMER SHREDDER SPECIFICATION The hammer shredder, two rotor type with horizontal axis, has a steel casing ' stiffened with adequate ribs. The case is made by welded 1-9/16" thick mild steel plate. The rotating shafts are located inside it; they are fixed to the casing by means of rolling bearings. ' Some steel disks are splined to the shaft. On such disks, the hammers are fixed by means of pins. Therefore, the hammers are free to carry out limited oscillations. The inside part of the casing is lined with special wear-resistant steel 1-9/16" thick plates which are replaceable. The hammers holding shafts are connected to two electric motors by means of two oleodynamic couplings. `The upper section of the casing is divided into two parts, hinged to the base, which can be lifted by means of oleodynamic cylinders allowing access for rotors maintenance. ' The shredder is located over a sturdy base fabricated from mild steel structural shapes and plates with stiffeners. The shredder is supported by concrete piers with vibration mounts. The feeding hopper is fabricated from 3/8" thick mild steel plate and is ' provided with an inspection door and two automatic venting doors. The shredder is equipped with an oleodynamic station that operates the case opening cylinders and is complete with pies, hoses, couplings, fittings and ' control instruments. Bearing temperature instrument and absorbed power instrument for each electric motor are also installed. The shredder is served by a hoist for the maintenance operations. 1 1 2-14 I 1 ITEM 2 - HAMMER SHREDDER DATA SHEET No. 1 Hammer Shredder . Number of rotors 2 . Rotor speed 1,400 rpm ' . Installed electric power . . Rotors 2 x 215 HP Oleodynamic unit 2 HP ' . Infeed shredder opening . . Width 47 in. . . Length 55 in. ' Maker DANECO or approved equal I 1 2-15 1 1 1 HAMMER SHREDDER 1 I e a 1 ti 7211 © - 412ff 'ERZ - • 1 1 FRAME 2 CASING 3 BEARINGS 4 ROTOR 1 1 1 i 2-16 I ' ITEMS 3, 5 & 16 - TROMMEL SCREENS SPECIFICATION The trommel screens consist of the following parts: 1 - Rotating trommel; - Base; - Driving units; ' - Enclosure; - Collection hopper; and ' - Oversize chute. The rotating trommel is built-up in three sections. The first and the third are ' equipped with supporting runaways. The second is the screening section consisting of five units of screening panels, each made of eight modular panels. The panels are fabricated from mild steel structural shapes on which is welded .the 3/16" thick (Item 3 and 5) punched plate. The punched plate of Item 16 is 1 1/8" thick. All panels are bolted to the trommel structure. The base consists of a structure fabricated from mild steel structural shapes ' electrically welded and reinforced with stiffeners. The two driving units are mounted on the frame and are located at trommel ends. They consists of wheels supported by rolling bearings and covered by rubber. The wheels are driven by electric motors with shaft mounted gear reducer and V-belts. The transmission of Items 3 and 5 includes a break pin. ' The trommel screens are totally enclosed by an enclosure made of mild steel tubular section shapes on which are riveted metal panels. Inspection doors are located in corresponding driving units and screening panels in order to ' facilitate cleaning and maintenance. The enclosures are acoustically treated for noise control. The collection hoppers are located beneath the trommels. They are fabricated ' from 5/32" thick mild steel plate reinforced with stiffeners and bolted to screen base. ' 2-17 1 1 ITEMS 3, 5 & 16 - TROMMEL SCREENS DATA SHEET 1 No. 1 Primary Trommel Screen (Item 3) ' . Trommel section Octagonal . Trommel diameter 8 ft. . Trommel length 20 ft. ' . Holes diameter 5-6 in. (1) . Inclination 5 dgr. ' . Revolving speed 12 rpm . Installed electric power 2 x 7.5 HP No. 1 Secondary Trommel Screen (Item 5) ' . Trommel section Octagonal . Trommel diameter 8 ft. . Trommel length 30 ft. 1 . Holes diameter 1-2 in. (1) . Inclination 5 dgr. ' . Revolving speed 12 rpm . Installed electric power 2 x 14 HP 1 (1) To be determined during shakedown. 1 1 2-18 1 1 1 1 No. 2 Tertiary Trommel Screen (Item 16) . Trommel section Octagonal ' . Trommel diameter 5 ft. . Trommel length 20 ft. ' Holes diameter 2-3 in. (1) . Inclination 5 dgr. . Revolving speed 18 rpm ' . Installed electric power 2 x 5.5 HP Maker DANECO or approved equal 1 1 1 1 1 ' (1) To be determined during shakedown. 1 2-19 1 E TROMM L SCREEN • 0 ..... ouppr,_ 10,0,40figletia...111 11101 I 1 BASE ' 2 ROTATING TROMMEL 3 ENCLOSURE 4 COLLECTION HOPPER 5 OVERSIZE CHUTE 1 2-20 I ' ITEMS 4 & 7 - PRIMARY AND SECONDARY ELECTRO-MAGNETIC SEPARATORS SPECIFICATION The electro-magnetic separators, self-cleaning over-band suspended type, consist of the following parts: ' - Electromagnet; - Frame; Belt conveyor; and - Driving unit. The magnet is mild steel construction with oil pressure relief valve having coil ' insulated aluminum wire immersed in transformer grade oil. The magnet is supported by a frame fabricated from mild steel channel shapes. ' Head, tail pulley and take-ups of the belt conveyor are also mounted on the frame. The conveyor is provided with a wear-resistant rubber belt equipped with ' entrainment units for a more efficient removal of ferrous materials. The head pulley is driven by an electric motor with gear reducer coupled ' directly to head shaft. The magnet is also equipped with rectifier installed into the relative electric switchboard. 1 ' 2-21 1 ' ITEMS 4 & 7 - PRIMARY AND SECONDARY ELECTRO-MAGNETIC SEPARATORS DATA SHEET No. 1 Primary Electro-Magnetic Separator (Item 4) Type Overband . Installation Longitudinal ' . Width 42 in. . Center distance 7 ft. . Installed electric power I .' Magnet 9000 Watt Belt conveyor 3 HP ' . Rectifier . Input 3ph/60Hz./AC . Output 230V/DC I No. 1 Secondary Electro-Magnetic Separator (Item 7) • ' . Type Overband • Installation Transversal . Width 20 in. ' . Center distance 4.5 ft. . Installed electric power . Magnet 1600 Watt . Belt conveyor 1 .5 HP 1 . Rectifier . Input 3ph/60Hz./AC . Output 230V/DC 1 2-22 I I I I Maker GAUSS ELE-FANTINI MEC SGM Ior approved equal I I I I I I ` I I I I I I _ , I 2-23 1 1 PRIMARY AND SECONDARY ELECTRO-MAGNETIC SEPARATORS 1 1 i 0 0 0 .1-1-Milr&j0 - 111 I 1 1 MAGNET 2 FRAME 3 BELT CONVEYOR 4 DRIVING UNIT I I I 2-24 I ' ITEM 6 - WET SEPARATOR SPECIFICATION The wet separator consists of the followingparts: p ' - Casing; - Spiral conveyors; ' - Mixing system; ' - Dewatering system; - Driving unit; and ' - Water system. The casing is fabricated from 5/32" thick mild steel plate reinforced with ' stiffeners and adequately shaped in the lower part in order to house the spiral conveyors and, on sidewalls, the mixing system. The screening system is flanged at the rear end while at the front end is installed the driving unit of ,the spiral conveyors. ' The spiral conveyors, open spiral type, are made of wear-resistant steel and are supported by waterproof rolling end bearings flanged on the casing. The ' spiral conveyors are powered by hydraulic motors. The mixing system consists of two blade mixers, having different dimensions; they are made of steel plate with stiffeners and are supported by rolling bearings mounted on a rotating shaft. The mixing system is powered by oleodynamic motors. ' The screening system consists of one horizontal rotary screen mounted on a rotating shaft. The screen is supported by waterproof rolling bearings and powered by an oleodynamic motor. The screened material is processed by the dewatering press located beneath the screen. The dewatering system consists of one screw press, open spiral type U-shape trough design, fabricated from stainless steel plate. The spiral is supported by one end rolling bearings and driven by an electric motor with gear reducer. ' The driving system consists of one oleodynamic unit that drives all the oleodynamic motors of the wet separator and is complete with pipes, hoses, couplings, fittings and control instruments. The oleodynamic unit is complete with air cooler. 2-25 I I I I The water system consists of the process water re-circulation system and Aggregate spraying system, complete with pumps, centrifugal cleaner, pipes, hoses, valves, couplings, fittings and control instruments. I I I I I I 1 I I •1 I I I I I 2-26 I ITEM 6 - WET SEPARATOR DATA SHEET No. 1 Wet Separator ' . Spirals number 2 . Spirals diameter 12 in. ' . Spirals length 20 ft. ' . Mixers number 2 . Screen width 70 in. ' . Screen diameter 35 in. . Dewatering screw diameter 16 in. ' . Installed electric power . . Oleodynamic unit 50 HP . . Water pumps 15 HP ' . . Dewatering screw 7 HP Maker DANECO ' or approved equal I ' 2-27 1 ' WET SEPARATOR 000cp1 111 111 4,AvinweVp 4111,1/11E11: 111 --wvtiorgateri- -I far:** ' � Y 1 1 FEEDING HOPPER ' 2 3 CASING MIXING SYSTEM 4 SCREENING SYSTEM 111 5 SPIRAL CONVEYORS 1 I 1 2-28 1 1 1 1 ' ITEMS 8 & 9 - DEWATERED SLUDGE AND GRINDED BRUSH FEEDING SYSTEMS SPECIFICATION Each system consists of the following parts: - Receiving hopper; and Extraction and dosing conveyor. The receiving hopper is made of concrete or steel plates. It is complete with a cover made of 5/32" thick mild steel plates and structural shapes. The cover is ' moved by an automatic lifting system. The grinded brush feeding system includes a drag conveyor. The toothed wheels that drive the drags are mounted on a steel shaft supported by water and dustproof ball bearings. The bearings are lubricated when mounted. The turnbuckles for the adjustment of the conveyor tension are bilateral screw type. The conveyor has drags fabricated from mild steel shapes and fixed onto two ' solid driving chains by means of bolts and self-locking nuts. The chains have pins and bushings made of hardened steel and steel rollers. .The discharge hopper is fabricated from 5/32" thick mild steel plate reinforced with stiffeners and is bolted to the conveyor frame. The drag conveyor is also equipped with the following safety devices: - Zero speed switch located at tail shaft rotary motion type; - Safety stop switch located along conveyor one side only (cable operated ' type); and Guards located at tail pulley and motor side. ' The dewatered sludge feeding system includes a multiple screw conveyor for the extraction and dosing of the sludge. The screws are driven by a chain which ' drives the sprockets mounted on the screw shafts. The drag conveyor and the screw conveyor have both variable speed. Each conveyor includes an AC variable frequency type drive with electric motor, 1 inverter duty, coupled to a helical gear reducer with a final chain drive. The turn down ratio is 5:1 . 1 1 2-29 1 ITEMS 8 & 9 - DEWATERED SLUDGE AND GRINDED BRUSH FEEDING SYSTEMS DATA SHEET No. 2 Feeding Systems stems . Hopper capacity 15 cu.yd. . Conveyor width 30 in. ' . Conveyor length 13 ft. ' . Conveyor type . Grinded brush system Drag conveyor . Dewatered sludge system Multiple screw conveyor ' Installed electric power ' . . Grinded brush system 5.5 HP • Dewatered sludge system 6 HP Maker . Grinded brush system GAMBAROTTA OMT SAMEC ' ZUCCO or approved equal . Dewatered sludge system GAMBAROTTA ' OMT SAMEC ZUCCO ' or approved equal 1 1 ' 2-30 I DEWATERED SLUDGE AND GRINDED BRUSH FEEDING SYSTEMS e e 1I!!!Iir InnariliZrrnr r/°° Air /Or Ar.402% 0 0 I 1 RECEIVING HOPPER 2 EXTRACTING AND DOSING BAR CONVEYOR 3 EXTRACTING AND DOSING SCREW CONVEYOR 1 I 2-31 ' ITEM 10 - LIQUID SLUDGE FEEDING SYSTEM SPECIFICATION The liquid sludge feedingsystem consists of the followingparts: q 9 Y - Concrete storage tank; Mixer; r - Pumping system; and - Aeration system. The storage tank is fabricated using cast-in-place concrete with water tight design. The blade mixer, submersible type, is designed for suspending solids and is driven by electric motor with gear reducer. It is also equipped with a lifting 1 system. The pumping system consists of one Monho-pump connected to the wet separator .(Item 6) and to the mixer (Item 11) by means of a piping complete with pipes, 1 flanges, couplings, fittings and valves. The aeration system consists of an air compressor driven by electric motor ' connected to an air distribution system located on the bottom of the storage tank and complete with pipes, hoses, couplings, fittings, valves and control instruments. ' The tank includes sensors for maximum and minimum levels. The hose coupling area will include a grid with drainage to collect spills which will be drained to the storage tank. 1 2-32 1 ' ITEM 10 - LIQUID SLUDGE FEEDING SYSTEM DATA SHEET No. 1 Liquid Sludge Feeding System . Tank capacity 6,000 gallons ' . Pump type Monho . Pump capacity 6 gallons/minute . Maximum sludge solids content 12$ . Installed electric power ' . . Pump 3 HP . . Mixer 1 HP ' . . Aeration system 2 HP ' Maker DANECO or approved equal 1 1 2-33 ' ITEM 11- MIXER SPECIFICATION ' The mixer, ploughshare type, consists of the followingparts: p 9 YP Mixing chamber; Rotating shaft with mixing tools; and ' - Driving unit. The mixing chamber has cylindrical shape and is fabricated from 3/8" thick mild steel plate electrically welded. On the front-end are two charging openings, one for solid materials and one for liquids. The discharging opening is located at the rear end and is equipped with damming plate with adjustable segment. In addition, the mixing chamber is provided with inspection doors along the body in order to facilitate maintenance and cleaning of inside parts. It is supported by end flanges. The mixing tools, ploughshare type, are located inside the mixing chamber; ,they are made of cold stamped steel plate adequately shaped in order to increase the mixing action. They are mounted on a rotating shaft supported at the ends by roll bearings. ' The driving unit is located at the charging end and consists of an electric motor with gear reducer connected by flexible coupling. A break pin device is also included. ' The mixer is also equipped with the following safety devices: Limit switches on the inspection doors with interlock system; and - Metal guards on all rotating parts. I 1 2-34 ITEM 11 - MIXER DATA SHEET No. 1 Mixer ' . Type Ploughshare . Materials mixed Solid/Liquid/Sludge ' Installed electric power 40 HP . Capacity up to 50 cu.yd./hr. Maker GAMBAROTTA ' SAMEC WAM ZUCCO ' or approved equal 1 1 2-35 I 1 I MIXER 1 I I o o © e 1 © , , 0 1 ...., . 1 __ t t . nal mAy ..... 1 0 © - o I I 1 1 MIXING CHAMBER 2 MIXING TOOLS I 3 4 ROTATING SHAFT BEARINGS 5 DRIVING UNIT I 6 INSPECTION DOOR 7 SOLID MATERIALS CHARGING DOOR 8 LIQUID MATERIALS CHARGING DOOR 9 DISCHARGING DOOR I I 1 2-36 1 ITEM 12 - COMPOST AERATION AND ODOR CONTROL SYSTEM SPECIFICATION The compost aeration system is of aerated pile type with positive and negative ' pressure. The flow diagram of the odor control system is illustrated in drawing J. The compost aeration and odor control system includes the following: ' No. 60 aeration trenches included in the concrete floor of the composting building provided with perforated covers. The covers are made of treated timber or plastic. • No. 20 leachate/condensate separators, made of plastic or stainless steel. The separators are complete with condensate pump, water gauge and air ' thermometer. The separators have a door for routine cleaning. • No. 20 piping systems, made of plastic, for the connection of the aeration ' trenches with the leachate/condensate separators. ▪ No. 20 blowers with stainless steel (AISI 304) wheel and plastic case. The 1 blowers are complete with electric motors, belt transmission and welded steel sections base. • No. 20 piping systems, made of plastic, for the connection of the blowers with the condensate separators and the odor bio-filter. The piping systems includes flexible pipes with fast end couplings for reversing the pressure in the aeration system. ' No. 1 odor bio-filter including: reinforced concrete floor and walls, weather shelter, No. 20 corrugated pipe loops for the distribution of the waste air, wood chips for the bottom layer and compost filtering material. 1 2-37 1 1 1 1 ITEM 12 - COMPOST AERATION AND ODOR CONTROL SYSTEM DATA SHEET Aeration Trenches 1 . Quantity 60 . Pitch 47 in. ' . Length 88.5 ft. Cross section 6 x 6 in. Leachate/Condensate Separators ' Quantity 20 1 . Diameter 35 in. . Height 53 in. 1 . Pump flow rate (each) 2 gpm 1 Aeration Blowers . Quantity 20 ' . Air flow rate (each) 880 cfm . Pressure 24 in. WG ' ▪ Motor power 5 HP 1 1 1 1 2-38 I I I IOdor Bio-filter . Air flow rate 17,600 cfm I . Length 240 ft. Width 15 ft. 111 . Area 3,600 sq. ft. II Vertical air velocity 4.89 fpm . Wood chips layer height 10 in. I . Compost material height 5 ft. I . Filter retention time 1 .02 min. Maker DANECO I or approved equal I I I I I I I I 2-39 I I I COMPOST AERATION SYSTEM I I I TO THE ODOR BIO-FILTER I t I n it- �nn :: ��„uunmm�n„,„„„„rin„wnI 0 0 1 I 1 .„w,Mrar►`,. :.:- 0 --="--'- 1 .7.---- 0 OE:� � all , • e l_1 _ 0 1 I © © o I I 1 FLEXIBLE PIPE I 2 LEACHATE/CONDENSATE SEPARATOR 3 PUMP 4 WATER GAUGE 11 5 AIR THERMOMETER 6 BLOWER 7 ELECTRIC MOTOR I I 1 2-40 ' ITEM 13 - WATER SPRAYING SYSTEM SPECIFICATION The water spraying system installed in the aerated composting building consists ' of the following parts: - Main distribution pipe; ' - Secondary branches; and - Spraying nozzles. All branches are made of steel pipes and are complete with couplings, valves and brackets. 111 The main distribution pipe is installed underground; secondary branches are supported by the building structures. ' In addition, the water spraying system is equipped with a complete control equipment having the following: tManual/automatic switch; - Timer for spraying time; ' - Timer for pause time; - Main powered valve; and ' - Water volume counter. I ' 2-41 ' ITEM 13 - WATER SPRAYING SYSTEM DATA SHEET No. 1 Compost Spraying System ' . Area served 90 x 240 ft. Nozzle spray shape Conical ' Number of secondary branches 12 . Water flow rate total 400 gpm ' Maker DANECO or approved equal t t 1 ' 2-42 1 1 1 ' ITEM 14 - COMPOST FEEDING SYSTEM SPECIFICATION 1 The compost feeding system consists of the following parts: 1 - Receiving hopper; and 1 - Drag conveyor. The receiving hopper is fabricated from 5/32" thick mild steel plate reinforced with stiffeners and is supported by a steel structure. 1 The extraction conveyor, drag type, is flanged to the bottom of the storage hopper. The toothed wheels that drive the drags are mounted on a steel shaft supported by dustproof ball bearings. The bearings are lubricated when mounted. 1 The turnbuckles for the adjustment of the conveyor tension are bilateral screw type. The conveyor has metal drags fabricated from mild steel structural shapes that are fixed onto two driving chains by means of bolts and 1 'self-locking nuts. The chains have pins and bushings made of hardened steel and steel rollers. The conveyor is driven by an electric motor with gear reducer. It is also 1 equipped with the following safety devices: Zero speed switch located at tall shaft, rotary motion type; 1 - Safety stop switch located along conveyor one side only, cable operated type; and • 1 - Metal guards located at head and tall pulley. 1 i 1 1 1 2-43 ' ITEM 14 - COMPOST FEEDING SYSTEM ' DATA SHEET No. 1 Compost Feeding System . Receiving hopper capacity 15 cu.yd. . Conveyor width 30 in. Conveyor length 13 ft. ' . Installed electric power 5.5 HP Maker BUHLER MIAG COIN GAMBAROTTA ' OMT SAMEC ZUCCO or approved equal 1 1 1 ' 2-44 ' ITEM 15 - COMPOST SHREDDER SPECIFICATION The shredder, single rotor type, has a casing made of 19/32" thick mild steel ' plated stiffened with ribs. The rotating shaft is located inside it and is fixed to the casing by means of rolling bearings. Some steel disks are splined to the shaft. On such disks, the hammers are fixed by means of pins, therefore, they are free to carry out limited oscillations. The hammers holding the shaft ' is driven by electric motor with pulleys and V-belts. The shredder is located over a sturdy base fabricated from mild steel structural shapes electrically welded and reinforced with stiffeners. The shredder is supported by a steel ' structure. All rotating parts are protected by guards. The feeding hopper is fabricated from 3/8" thick mild steel plate with stiffeners and is bolted to the feeding opening. ' 2-45 1 ' ITEM 15 - COMPOST SHREDDER DATA SHEET No. 1 Compost Shredder ' . Rotor number 1 . Rotor speed 1400 rpm . Installed electric power 30 HP ' Maker DANECO or approved equal ' 2-46 f 1 i COMPOST SHREDDER 1 1 0 1 4 1 � . 1 • -- -� 1 i i 1 INFEED HOPPER ' 2 CASING 3 ROTOR 4 DRIVING UNIT 1 1 1 1 ' 2-47 I ' ITEM 17 - LIWELL SCREEN SPECIFICATION 1 The Liwell screen, of two-stage type, consists of the following parts: ' - Vibrating feeder; - Screening deck; ' - Driving unit; and - Frame. The screening deck consists of two cases, one encased in the other, having the lower part made of transversal elements that support the screening panels. The cases and the transversal elements are fabricated from mild steel structural shapes reinforced with stiffeners. ' The screening panels are made of highly wear resistant rubber or plastic. The panels are alternately flexed and stretched by a driving unit consisting of an electric motor with gear reducer and crankshaft. The screen is supported by a frame fabricated from mild steel structural shapes electrically welded and reinforced with stiffeners. Vibration insulation of the machine against the supporting structure is achieved by rubber-hollow-springs. ' The screen is complete with a vibrating feeder which distributes the material to be processed on the entire width of the deck. The screen also includes the following: First stage undersize hopper fabricated from 5/32" thick mild steel plate; ' - Second stage undersize hopper fabricated from 5/32" thick mild steel plate; and ' - Oversize chute fabricated from 5/32" thick mild steel plate. 1 2-48 ITEM 17 - LIWELL SCREEN DATA SHEET No. 1 Liwell Screen ' . Deck width 60 in. . Deck length 16 ft. ' Openings size . . First stage 10 mm (0.39 in.) . . Second stage 25 mm (0.98 in.) ' . Installed electric power Liwell screen 20 HP 1 . . Vibrating feeder 1 HP ' Maker BINDER HEIN LEHMANN SOVATEC ' or approved equal 1I ' 2-49 ' ITEM 18 - DUST CONTROL SYSTEM SPECIFICATION The flow diagram of the dust control system is illustrated in drawing L. The dust control system consists of the following parts: Baghouse with centrifugal blower; and ' - Ducting with the following take-off branches: . No. 1 for the shredder bunker; . No. 1 for the primary trommel screen; ' . No. 1 for the primary electro-magnetic separator; and . No. 1 for the secondary trommel screen; The baghouse is fabricated from 5/64" thick mild steel plate reinforced with stiffeners. Transversals stiffeners are also located inside the housing. The ' 'baghouse is supported by steel structure and provided with weather shelter. Two collectors also fabricated from mild steel plate are located on the top of the baghouse. The filtering bags, synthetic fabric type, are suspended to the ' collectors and connected to the dust collection bags. The collectors are connected to the blower by means of a system of ducts. The blower has a steel casing; its wheel is driven by an electric motor with pulleys and V-belts. It is supported by a steel frame made from mild steel structural shapes electrically welded and reinforced with stiffeners. It is also ' equipped with a damper and anti-vibration sleeves. The blower damper is powered by an electric actuator which closes the damper when the blower starts. The suction ducting is fabricated from 5/64" thick steel plate and is complete with suction hoods, dampers and brackets. 2-50 ' ITEM 18 - DUST CONTROL SYSTEM DATA SHEET ' No. 1 Dust Control System ' . Air flow rate 12,000 cfm . Filter type Baghouse ' . Blower motor power 50 HP Maker BOLDROCCH I CORAL DANECO ' TERMOVENT I LMEC or approved equal 1 1 1 1 2-51 DUST CONTROL SYSTEM Ce ' Q 11111111111111111111111$11111111111141/11111111111111111111 I 111111111111$111I1U1111141 11111111►111111111111I elm-1.°121, IS L.. ' 3 -1. )- 1 I I 1 BAGHOUSE 2 COLLECTOR 3 FILTERING BAGS ' 4 DUCTING 5 BLOWER 6 ROOF 1 2-52 1 ' ITEMS Cl, C2, C3, C4, C5, C7, C8, C10, C11, C12, C13, C14, C15, C16, C17, C18 & C19 - BELT CONVEYORS SPECIFICATION ' The belt conveyors consist of the following parts: Frame; - Head and tall pulley; - Driving unit; ' - Carrying and return idlers; - Belt; - Covering; and - Discharge chute. The frame is fabricated from mild steel cold stamp plate with stiffeners as .required, or mild steel sections. Head and tall pulleys are located at the ends of the frame. Transversal elements connect the frame and support the carrying and return idlers. ' The head pulley, convex type, is made from steel pipe with hub and herringbone grooved rubber lagging. The tall pulley, convex type, is also made from steel pipe and hub. The pulleys are supported by low friction ' self-aligning roller bearings with adjustable bearing blocks. The head pulley is driven by an electric motor with shaft mounted gear reducer and V-belts to yield the required belt speed. The drive is complete with an adjustable motor mount and torque arm. ' Carrying idlers can be coupled or in groups or three according to the unit requirements; they are equipped with regreasable rolling bearings. The belt is three ply oil resistant close type with vulcanized joint. The belt is cleaned by a doctor blade type cleaner with tensioner located at head pulley. The belt take-up is screw type located at tall section. Skirtboards are located ' along conveyor and are made from mild steel plate with adjustable rubber seal strips and supported by conveyor frame. ' Covering is fabricated from mild steel plate and designed in order to be easily removed. The discharge chute is fabricated from 5/32" thick mild steel plate complete with inspection door, flanges and provisions for belt cleaner mounting. ' 2-53 ' The conveyor is also equipped with the following safety devices: Zero speed switch located at tail shaft rotary motion type; - Safety stop switch located along conveyor one side only (cable operated type); and ' - Guards located at tall pulley and motor side. 1 1 2-54 1 ' ITEMS Cl, C2, C3, C4, C5, C7, C8, C10, C11, C12, C13, C14, C15, C16, C17, C18 & C19 - BELT CONVEYORS DATA SHEET No. 1 Belt Conveyor (Item C1) . Center distance 78 ft. ' . Width 55 in. . Motor power 10 HP No. 1 Belt Conveyor (Item C2) ' . Center distance 9.5 ft. . Width 47 in. . Motor power 2 HP ' No. 1 Belt Conveyor (Item C3) . Center distance 41 .5 ft. ' Width 39 in. Motor power 5.5 HP No. 1 Belt Conveyor (Item C4) ' • Center distance 40.5 ft. Width 34 in. . Motor power 4 HP No. 1 Belt Conveyor (Item C5) ' . Center distance 28.6 ft. . Width 34 in. t . Motor power 3 HP 2-55 No. 1 Belt Conveyor (Item C7) . Center distance 25 ft. ' . Width 25 in. • Motor power 1 .5 HP No. 1 Belt Conveyor (Item C8) ' . Center distance 29 ft. ' . Width 31 in. . Motor power 3 HP No. 1 Belt Conveyor (Item C10) ' . Center distance 78.5 ft. . Width 31 in. 111 . Motor power 7.5 HP jNo. 1 Belt Conveyor (Item C11) . Center distance 39 ft. ' . Width 25 in. . Motor power 4 HP No. 1 Belt Conveyor (Item C12) ' . Center distance 8.2 ft. ' . Width 25 in. . Motor power 1 .5 HP No. 1 Belt Conveyor (Item C13) Center distance 50 ft. ' 2-56 I . Width 25 in. . Motor power 4 HP No. 1 Belt Conveyor (Item C14) Center distance 11 .4 ft. • Width 31 in. ' • Motor power 2 HP ' No. 1 Belt Conveyor (Item C15) ' . Center distance 38.5 ft. Width 25 in. Motor power 4 HP No. 1 Belt Conveyor (Item C16) . Center distance 11 .4 ft. . Width 25 in. . Motor power 2 HP 1 No. 1 Belt Conveyor (Item C17) 1 . Center distance 50 ft. . Width 25 in. . Motor power 4 HP ' No. 1 Belt Conveyor (Item C18) ' . Center distance 50 ft. . Width 25 in. ' . Motor power 4 HP 2-57 I ' No. 1 Belt Conveyor (Item C19) Center distance 50 ft. ' Width 25 in. . Motor power 4 HP Maker FAIM FARIVO NORD SAMEC ZUCCO or approved equal 1 1 ' 2-58 I I I BELT CONVEYORS I I •I 0 P , T 0 I / 1 0 I 0 0MOM=IMMOirazza , .�-- -- -- I I I1 FRAME 2 CARRYING IDLER I 3 4 RETURN IDLER HEAD PULLEY 5 TAIL PULLEY 6 SKIRTING 1 7 COVERING I I I 1112-59 I I I IITEMS C6 & C9 - FLIGHT CONVEYORS SPECIFICATION The flight conveyors consist of a casing made from 3/16" thick mild steel plate bent and electrically welded. IThe handling of the materials is carried out by the chain formed by a set of cross flights fitted together with bolts by means of longitudinal links. The Ichain runs into the casing. The chain is driven by an electric motor with gear reducer, sprockets and roll chain located at head section. IFeeding and discharging chutes are fabricated from 5/32" thick mild steel plates with adequate stiffeners. The flight conveyors are also equipped with the following safety devices: - Zero speed switch located at tall shaft rotary motion type; and IBreak pin protection system that protects the chain and the driving unit from excessive stress. I I I 1 I I I I I 2-60 I I IITEMS C6 & C9 - FLIGHT CONVEYORS DATA SHEET I No. 1 Flight Conveyor (1 tem C6) I . Length 47.5 ft. . Width 24 in. ' . Installed electric power 5.5 HP No. 1 Flight Conveyor (Item C9) . Length 52 ft. . Width 30 in. 1 . Installed electric power 10 HP Maker BUHLER MIAG I GAMBAROTTA SAMEC SOALCO Ior approved equal I 1 I 1 2-61 1 1 FLIGHT CONVEYORS 1 1 1 1 0 i � I 1 7.r1 1 : 1 1 1 FRAME 2 HEAD SECTION ' 3 TAIL SECTION 4 DRIVING UNIT 1 . i 1 ' 2-62 I I I 3.0 SITE LAY-OUT Drawing B illustrates the site lay-out of the Facility. ITwo of the new buildings are installed North and East of the existing Collection Center: I - The tipping and processing building where the solid waste is delivered and processed; and I - The composting building where the material to be composted is stabilized. The drawing also shows the new weigh scale which will be installed at the I Town's cost close to the existing vehicles scale. Northwest of the existing Collection Center, in the sand mining pit, the compost screening building is installed. Close to the composting building is the paved area used for curing and storing the compost. The site lay-out drawing also illustrates the location of the new office building I which includes the facilities required for the operation of the composting facility. .Finally, drawing B provides information regarding the traffic of private cars and hauler trucks inside the Facility Site and drawing 0 illustrates the areas which will be paved by the Company. I I I I I I I I 2-63 1 I 4.0 SITE WORKS The site works to be provided by the Company includes the following: ' - Grading of the areas where the new buildings and curing/storage pad are located; - Excavation works necessary for the foundations of the buildings and the equipment; ' - Surface preparation and asphalting of the compost curing/storage area (total area of 44,500 sq.ft.) which will include a separate leachate and run-off water collection and pumping system for each of the six (6) ' sections of the compost curing/storage area; Surface preparation and asphalting of the new roads and yards necessary for the operation of the facility as per drawing 0; - Construction of the holding tank for holding the leachate and contamination run-off water collected from the compost curing/storage area (total volume ' of 30,000 gal.). The holding tank will have a circular or square shape and will be made of reinforced concrete walls. The tank will include a water level sensor. - Except for the leachate from the compost curing area, drainage will be as follows: . Run-off water from the roof of the buildings, paved road and paved yard will be accomplished by side grading. ' . Run-off water collected from the compost curing/storage sections which are not covered by compost will be drained to a 10 x 10 x 7 ft. pond including coarse gravel paved at the bottom of the pit covered by graded and compacted granular material up to the top. ' - Landscaping will be provided by the Company as per the specifications which will be approved by the Consulting Engineer. The Consulting Engineer will approve the landscaping specification within seven (7) days after receipt if all the following conditions are met: . The proposed specifications will include a reasonably detailed ' breakdown of the estimated cost; . The estimate cost will appear realistic; ' . The total estimated cost will not be less than $50,000; and . The specifications will include an artist rendering of the landscaping work which is aesthetically sound. ' 2-64 1 1 The landscaping work will be approved, if acceptable, immediately after the ' completion of the landscaping works. The following items are not included in the scope of works to be performed by ' the Company: - Relocation of the existing containers of hazardous waste and waste oil tanks, and paper products which will be removed from the Facility Site by ' the Town; New weighing scale; - Any completion or modifications of the existing fencing and entrance gate; ' - Electric connections between the two LILCO electric transformers (waste processing and compost screening) and the LILCO power lines; - Two LILCO transformers complete with platform and metering equipment; ' and - Any possible additional costs due to the following: 1 . Soil bearing capacity lower than 4,000 lb./sq.ft.; . Presence of any boulders greater than one (1) cu.yd.; ' Water table depth less than 20 ft. in the area of tipping, processing and composting buildings; and . Water table depth less than 5 ft. in the area of compost screening building and compost curing/storage pad. The Company will dispose free of charge at the Town's landfill any excavation materials from the construction works. In case filling materials will be required, they will be provided at the Town's cost. In the event the pressure, capacity or water quality of the two existing wells will not be sufficient for the proper operation of the Facility, the Town will be ' responsible for all the costs of any necessary works or equipment. The Company will construct a well in the area of the compost screening building and curing/storage pad. The Town will be responsible for any additional costs in the event the depth of the well will be greater than 30 feet or the water delivered by the well requires treatment. The Company understands that the water delivered by the wells may not be potable but it is suitable for fire fighting, the wet separation process and for the use in restrooms, showers and washing and cleaning operations. 2-65 1 1 The Company will be responsible for the relocation of the existing cesspool which will be covered by the composting building and for the construction of the cesspool for the new office building. 1 4.1 Excavation, Earthwork, Backfilling & Grading 4.1 .1 General The work includes all labor, materials, equipment and appliances required for the complete execution of all excavation, backfilling and grading work required by Appendix 2: (a) Excavation for all tank footings, foundations, slabs, platforms, ' trenches, pits and all other sewer structures and piping, electrical and water lines, and all other items under this Agreement for which excavation is required. (b) Excavation of all unsuitable material in construction areas under this Agreement. ' (c) Fill, rough and fine grading of subgrade. (d) Shore, brace and sheetpile, where necessary, for proper support of excavated banks. (e) Backfilling against foundations and of excavated areas as required. ' (f) Compaction of soils in fill areas. (g) Mixing soils as required. - (h) Trenching and backfilling for all sewer, process, water and electric lines as called for by the Agreement. 4.2 Topographic Data ' Topography has been made and is included in the Agreement Appendix 1 . All necessary precautions shall be taken to preserve the material below and beyond the lines of all excavation in the soundest possible condition. Any ' damage to the work due to the Company's operations shall be repaired at the expense of, and by, the Company. 1 4.3 Excavation All site excavation and excavation for all structures and improvements shall include the removal of earth, rock, less than one (1) cubic yard. Excavation lines shall be such as to provide sufficient clearance for the 2-66 I ' proper performance of the work, and unless otherwise required, such clearance shall be not less than one (1) foot outside the footings. ' Excavation shall not be made below proposed grades except where boulders are encountered or where removal of unstable material is required. Material removed below grade shall be replaced with approved material thoroughly compacted. Subsurface rock excavation shall include the removal of boulders larger than one (1) cubic yard in volume. Boulders shall be removed to a ' minimum depth of 12-inches below subgrade. The cost of subsurface rock excavation shall be paid for separately. ' No additional allowance or payment shall be made on account of any materials being wet or frozen as called for by the Agreement. 4.4 Fills and Embankments 4.4.1 General ' Only fill material from the area will be used. Additional fill material will be provided at the Town's cost. 4.4.2 Foundation Preparation ' The foundation for the earth fill shall be prepared by leveling and rolling so that the surface materials of the foundation will be as compact and well bonded with the first layer of the earth fill as herein specified for subsequent layers of earth fill. 4.4.3 Placing The combined excavation and placing operation shall be such that the materials when compacted in the earth fill will be blended sufficiently ' to secure the best practicable degree of compaction and stability. Cobbles and rock fragments having maximum dimensions of more than 5-inches shall not be placed in the earth fill. The material shall be placed in the earth fill in continuous approximately horizontal layers not more than 6-inches in thickness after being rolled. ' If the surface of the prepared foundation or rolled surface of any layer of earth fill is too dry or smooth to bond properly with the layer of material to be placed thereon, it shall be moistened and/or ' worked with harrow, scarifier, or other suitable equipment to sufficient depth to provide satisfactory bonding. ' If the rolled surface of any layer of earth fill is too wet for proper compaction of the layer of fill to be placed thereon, it shall be ' 2-67 I 1 I I removed, allowed to dry, or be worked with harrow, scarifier, or other suitable equipment to reduce the water content to the proper amount; and then it shall be recompacted. ITamping rollers shall be used for compacting earth fill. Sandy soils shall be placed in 4 to 6-inch layers and compacted with I tractor, tamping roller, smooth wheel roller weighing 8 to 10 tons, or pneumatic roller. Clay soils shall be placed in 6-inch maximum layers and compacted with light tamping roller. Glacial fill shall be placed I in 8-inch maximum layers and compacted with heavy tamping roller. Places inaccessible to roller shall be compacted with mechanical or hand tampers. Stones in earth fill shall be well distributed. Each I layer shall be free of ruts and shall meet compaction requirements before the succeeding layer is placed. Operation of equipment shall be distributed to avoid rutting and unequal compaction. 1 4.5 Shoring and Draining Whenever necessary to maintain the banks of excavation in a safe and I stable condition, the Company shall furnish and install temporary sheetpiling or planks, braces and shores of good sound timber of adequate strength and shall remove such piling or shoring as the foundation work I progresses. Excavations and the job site, in general, shall be kept free from water, ice and snow during construction. This shall include the excavation and I maintenance of temporary ditches, and the furnishing and operation of pumps or other equipment needed to properly drain the work as required by the Agreement. • IRemove shoring and piling before backfilling is completed, but not until permanent supports have been placed, or as directed. 1 4.6 Backfill The excavated areas shall be backfilled with clean selected material I previously excavated, free from organic matter and frozen lumps. Material shall be backfilled in 12-inch layers and thoroughly tamped between layers. Mechanical tampers shall be used wherever possible. If I necessary, the backfill shall be thoroughly saturated with water as it is placed. If backfilling is required beneath footings, this shall be accomplished using I 2,500 psi concrete, mixed and placed in accordance with the relative section of these specifications. I I 2-68 4.7 Compaction Requirements - Paved Areas & Foundation Areas All soils to be backfilled that provide support for footings, foundation slabs and other load-bearing structures shall be compacted to 100% of maximum density at optimum moisture as determined by AASHTO T-99, Method C. Compaction of backfill shall take place in layers of 6-inch maximum thickness with clean selected material previously excavated and shall be performed by means of mechanical tampers wherever possible. Field tests to verify specified compaction are to be performed on various samples at each backfilled and compacted layer. Compaction tests required ' by law shall be performed by a certified testing laboratory. Method of field testing compacted layers is to be in accordance with ASTM D1556. No backfilling is to be performed until the previous backfilled layer is properly compacted as specified above. Results of these tests will be ' available to the Town upon request. 4.8 Compaction Requirements - Unpaved Areas ' In construction of fill areas in areas to remain unpaved, and where no structures will be built, all filled soils to whatever depth is required below finished grade shall be compacted to 90% of maximum density at t optimum moisture as determined by ASTM D1557, Method C. 4.9 Site Work - Pavement Construction 4.9.1 Scope ' Under this work, the Company shall remove and dispose of all existing paved roadways where required, and shall compact and shape the subgrade, fine grade the earth surface, and construct thereon an asphaltic concrete pavement on a dense graded crushed stone blend ' base. Any temporary pavement placed by this or any other Company shall be removed under this work. All work shall be in accordance with these specifications. ' 4.9.2 Subqrade and Fine Grading The subgrade shall be cleaned of all loose or foreign material, ' reshaped if rutted, and otherwise prepared so as to provide uniform support for the pavement. All soft or unsuitable material such as loam or clay shall be removed to a depth of at least 12 inches and ' replaced with suitable material and rolled in 4-inch layers to subgrade. Granular material shall be used to replace suitable soil. Shaping and compacting of the subgrade shall be accomplished by blade grading, where applicable, and by rolling with two-wheel or pneumatic roller. All equipment for preparation of subgrade and for placing and finishing of pavement shall be in first class working order. After the subgrade has been prepared and compacted to the 2-69 1 required uniform density and to the required elevation, alignment and cross-section, it shall be maintained in that condition until the pavement is placed thereon. Pavement will not be placed upon any ' frozen subgrade or upon any material which is unsuitable as a pavement foundation. The subgrade to be consolidated shall be compacted to 100 percent ' (100%) of maximum density at optimum moisture as determined by AASHTO T-99, Method C, except that soils for a depth of 9 inches below pavement subgrades, in both cuts and embankments, shall be compacted to not less than 95 percent (95%) . Soils which have a maximum density less than 100 pounds per cubic foot, as determined by AASHTO T-99, shall be wasted or mixed with heavier soils to obtain the required weight. The Company shall perform compaction testing to verify compaction has been achieved in accordance with these specifications. ' 4.9.3 Dense Graded Stone Blend Base Course Upon a properly stabilized, compacted, finely graded and shaped subgrade, a dense graded crushed stone blend base course shall be placed, graded and compacted to the minimum depths indicated on the plans. Material ' The base course blend shall consist of crushed stone blended with crushed stone screenings and shall be such as to provide a minimum dry density of 145 pounds per cubic foot when compacted at optimum ' moisture content when tested in conformance with ASTM D-1557, Method D. The sample shall contain all of the coarse aggregate sizes. That portion of the stone blend that passes the #40 screen shall have a plasticity index of zero. Crushed stone shall consist of clean, durable, sharp angled fragments of rock. Of that material retained on the 1/2-inch square sieve, not more than 10 percent (10%) by weight, shall consist of flat or elongated pieces. A flat or elongated ' piece is defined as one whose greatest dimension is more than three times its least dimension. Coarse aggregate when subject to five cycles ofthe soundness test shall have a weight loss of not more than 5 percent (5%) with sodium sulphate or 10 percent (10%) with magnesium sulphate. The base course blend of crushed stone and crushed stone screenings shall conform to the gradation as follows: ' 2-70 ' SCREEN SIZE % PASSING 1-1/2" 100 ' 1" 90-100 1/2" 65-85 3/8" 55-75 #4 40-55 ' #8 #16 30-45 22-36 #30 16-27 ' #50 12-19 #100 7-13 #200 3-7 ' Method The base course blend shall be spread with approved mechanical ' spreader equipment. No material shall be spread from piles dumped on the site. No segregation of large or fine particles will be permitted. It shall be the Company's responsibility to prepare the subgrade to a dense, stabilized, compacted and unyielding state; and to place, grade and compact the base course blend to the minimum thickness ' specified (approximately 1-1/2-inches below finished grade for pavements without binder course and approximately 3-inches below finished grade in those areas where a binder course will be utilized) . After the base course blend has been laid loose and shaped, it shall be rolled with an approved steel wheel roller. During rolling, the base course shall be kept in a moist condition to allow compaction to a ' maximum density (approximately 6 percent (6(1) moisture). In lieu of the moisture requirement for compaction, a vibratory compactor may be used to obtain initial keying and to permit rolling with the required steel wheel roller. 4.9.4 Asphaltic Concrete Binder Course After satisfactory completion of the base course construction, the Company shall construct a one layer binder course (where specified) of asphaltic concrete placed and compacted to a minimum thickness of ' 1-1/2-inches. Any variation of more than 1/2-inch shall be corrected. In those areas where resurfacing existing pavement has been specified on the plans, binder course shall be placed to provide ' a uniform surface on which the proposed wearing course can be placed. In those areas where binder is to be placed as a truing and/or leveling course, the existing pavement shall receive a tack coat prior to the installation of the binder material. 1 2-71 4.9.5 Asphaltic Concrete Wearing Course After satisfactory completion of base course construction (or binder ' course, where applicable), the Company shall construct a one layer wearing course of asphaltic concrete placed and compacted to a minimum depth of 1-1/2-inches. Any variation or puddles of more than 1/2-inch shall be corrected. In those areas where existing ' pavements are to be resurfaced, the entire area to be resurfaced shall receive a tack coat prior to the installation of the new wearing course. 4.9.6 Materials for Asphaltic Concrete Courses Asphaltic Concrete ' The asphaltic concrete mixtures shall conform to those specified by the New York State Department of Transportation in the Standard Specifications dated January 2, 1981 . tBINDER COURSE COMPOSITION (TYPE 3) GENERAL LIMITS JOB MIX SCREEN SIZE I. PASS % TOL. 1 -1-1/2" 100 1" 95-100 - ' 1/2" 70-90 6 1/4" 48-74 7 1/8" 32-62 7 #20 15-39 7 ' #40 8-27 7 #80 4-16 4 #200 2-8 2 t JOB MIX 111 MATERIAL RANGE % TOL. I. Asphalt Cement Content 4.5-6.5 0.4 Mixing and Placing ' Temp. Range (Degrees F.) 250/-325/ Asphalt Cement Grade AC-20 ' 2-72 I I I ITOP COURSE COMPOSITION (TYPE 6) GENERAL LIMITS JOB MIX ISCREEN SIZE $ PASS $ TOL. 1" 100 0 1/2" 90-100 5 I1/4" 65-85 7 1/8" 36-65 7 #20 15-39 7 I #40 8-27 7 #80 4-16 4 #200 3-6 2 I $ Asphalt Cement 5.8-7.0 0.4 Mixing and Placing Temp. Range I (Degrees F.) 250/-325/ Asphalt Cement Grade AC-20 ICoarse Aggregates Coarse aggregate shall consist of crushed stone, crushed gravel, Iscreened gravel or crushed air-cooled blast furnace slag, conforming to the requirements for NYSDOT Type 6. IFine Aggregates Fine aggregate shall consist of natural sand from the Long Island, I New York area. All fine aggregate shall consist of hard, strong, durable particles which are free from a coating or any injurious amounts of clay, loam or other deleterious substances. IMineral Filler Mineral filler shall be limestone dust or material dust approved by the I Engineer, shall be thoroughly dry and, when delivered to the mixer, it shall be free from lumps and loosely bonded aggregations. IAsphalt Cement The asphalt shall be prepared by refining crude petroleum by suitable methods. The asphalt cement shall be homogeneous, free from water Iand shall not foam when heated to 3471F. Silicone additives will be permitted in paving asphalts. Silicone may I be introduced into the asphalt in accordance with the manufacturer's recommendations either at the refinery, terminal or at a mixing plant I 2-73 1 storage tank. Asphalt treated with silicone shall conform to the specifications for untreated asphalt. ' 4.9.7 Transportation The mixture shall be transported from the paving plant to the job site ' in tight vehicles with metal bottoms previously cleaned of all foreign materials. If necessary, the vehicles shall be suitably insulated and each load shall be covered with canvas or other suitable material of sufficient size to protect it from weather conditions. The inside ' surface of all vehicles used for hauling the plant mix must be lightly lubricated with a thin oil or soap solution just before loading, but excess lubricant will not be permitted. No loads shall be sent out so ' late in the day as to prevent spreading and compaction of the mixture during daylight hours unless artificial light is provided. 4.9.8 Machines and Equipment for Placing Asphaltic Concrete ' Spreading and finishing machines may be used where the quantity of pavement and local conditions are suitable. Where the area of ' pavement exceeds 1,500 square yards, asphalt finishing machines shall be used. Machines shall be equipped with easily adjustable strike-off plates. Rollers used to compact asphaltic concrete binder and/or wearing course shall weigh not less than ten (10) tons, or shall be a vibratory type roller with a minimum weight of two (2) tons, and providing a compactive effort equal to that of a ten (10) ton roller. The wheels of rollers and paving machines shall be kept reasonably ' clean. Water or a mixture of water and ten percent (10%) lubricating oil may be used to wet the wheels. Hot water, gasoline, grease or oil shall not be permitted to drip from machines onto the pavement. 1 Dump plates shall not be coated with oil. Soap solution, whitewash or other approved material shall be used. 4.9.9 Installation of Asphaltic Concrete Prior to the arrival of the mixture on the job, the foundation course shall be cleaned of all foreign material. Foundations shall be dry and ' clean at the time the asphaltic concrete is placed. Contact surfaces of curb and gutters and other structures shall be painted with a thin, uniform coating of asphalt material before the course is placed. The pavement shall then be deposited by a mechanical spreader. Areas totaling more than 1,500 square yards shall be laid with asphalt ' finishing machines and rolled to specified compacted thickness by a two-wheel roller. Rolling shall continue until all roller marks ' 2-74 ' disappear and the surface shows no further compressibility. Rolling shall be performed by not less than one roller for each 25 tons/hour of asphalt laid. All pavement not accessible to the roller shall be ' tamped with hot tampers weighing not less than 25 pounds and having an area not exceeding 48 square inches. ' Care shall be exercised in joint forming with a minimum of one raker with a finishing machine forming joints. Adjacent asphalt shall be made with joint temperature at a minimum of 200°F. To this end, joint heaters and hot irons will be employed to maintain joint ' temperatu res. Materials shall not be placed on wet foundation or placed while rain or ' snow is falling. 4.9.10 Miscellaneous Payment will not be made for pavement disturbed or broken by the Company due to his own negligence or for pavements removed to facilitate the construction where specific authorization has not been given by the Consulting Engineer. 4.9.11 Maintenance and Guarantee After pavement construction, the Company will be responsible for his work and will have to make any necessary repairs immediately after pavement construction. 4.9.12 Tack Coat ' Where the wearing course is to be placed on an asphaltic base, binder or truing and leveling course, or on any type of existing pavement, a tack coat of bituminous material shall be applied to the surface prior to placement of the wearing course. Such material shall also be ' applied to all sawcut joints as a seal coat. The bituminous material shall conform to the require-ments of NYSDOT Standard Specification Section 407, Item No. 407.01 . The minimum application rate of this ' material shall be 0.1 gallons per square yard. 4.9.13 Curbs ' No curbs are included for the paved roads and yards. 2-75 ' 5.0 REINFORCED CONCRETE 5.1 Concrete 1 5.1 .1 Scope The work includes all labor, materials, equipment and appliances ' required to mix, transport, form, place, test, finish and cure cast-in-place concrete, in accordance with the Agreement. ' The Company shall comply with the provisions of the following codes, specifications and standards: ACI 301 : Specifications for Structural Concrete for Buildings ACI 318: Building Code Requirements for Reinforced ' • Concrete ACI 311 : Recommended Practice for Concrete Inspection ACI 347: Recommended Practice for Concrete Formwork ACI 304: Recommended Practice for Measuring, Mixing, Transporting and Placing Concrete Concrete Reinforcing Steel Institute "Manual ' of Standard Practice" 5.1 .2 Materials ' Cement (a) All cement shall be Portland cement and shall conform to the ' requirements of ASTM Specification C150. Unless other types are required by these specifications, Type II cement shall be used. Only one brand of cement shall be used for exposed concrete ' surfaces of any individual structure. (b) Cement shall be delivered in standard bags containing 94 pounds net weight of cement, or may be delivered in bulk subject to ' proper conditions for handling and storage. Air-Entraining Admixture 1 All concrete shall contain an air-entraining admixture conforming to the requirements of ASTM Specification C260. 1 ' 2-76 I 1 ' Water-Reducing Admixture (a) All concrete shall contain a water-reducing admixture conforming to the requirements of ASTM Specification C494, Type A (normal) or Type D (retarding), and be an integral part of the design mix. The admixture shall be a hydroxylated carboxylic acid type admixture and shall be non-hygroscopic concentrated liquid, and shall not contain more than 1% chloride ions or air-entraining agents added during manufacture. ' (b) The admixtures shall be used in the proportions recommended by the manufacturer. (c) In general, the Type A admixture shall be used on all concrete placed at air temperatures below 75°F. When temperatures exceed 75°F and/or placing conditions dictate, the Consulting Engineer may require a change from the Type A admixture to the Type D ' admixture. The dosage rate of the Type D admixture shall vary as required to $chieve setting characteristics similar to those experienced at 70 F. ' Other Admixtures The use of admixtures to accelerate hardening or for waterproofing ' will not be permitted. Aggregates ' Aggregates shall conform to the requirements of ASTM Specification C33, modified as follows: (a) Fine aggregates shall not contain more than 3 percent clay. (b) Fine aggregates shall be capable of developing 100 percent of the ' compressive strength of Ottawa sand when tested in accordance with ASTM Specification C87. ' (c) Coarse aggregates shall not have an abrasion loss in excess of 35 percent. (d) Coarse aggregates shall not have a loss greater than 5 percent when subjected to the soundness test. (e) Deleterious substances in coarse aggregates shall limit chert to 1 percent and coal and lignite to 0.5 percent. Where the clear cover to the reinforcement is 2-inches or more, the maximum size of coarse aggregate shall be 1-1/2-inches. Where the ' 2-77 ' clear cover is less than 2-inches, the maximum size of coarse aggregate shall be 3/4-inch. ' Water Water shall be clear and free from injurious amounts of oil, acids, ' alkalis, organic materials or other deleterious substances. If there is any question as to the suitability of the water, it shall be tested in accordance with AASHTO T-26. ' Forms Form lumber shall be dressed on four sides, and only selected boards ' shall be used for form surfaces in contact with concrete. Where a smooth surface is required, lined pressed wood, plywood or sheet metal forms shall be used. The pressed wood shall consist of non-warping fiberboard not less than 3/16-inch in thickness, or not ' less than 1/4-inch for plywood. The lining shall be securely nailed to the forms to produce a smooth concrete surface. Non-staining form release agents that will not deleteriously affect concrete ' surfaces, nor impair subsequent applications, shall be used. Form Fastenings Form ties and form hangers shall be provided with a water seal, and shall be of such type, that after forms are stripped, the ties can be broken back a minimum of 2-inches from the surface of the concrete ' or, after bolts are removed, the portion of the tie remaining in the concrete shall be no closer than 2-inches to the face of the concrete and shall be watertight. Ties shall not be fitted with lugs, cones, ' washers or other devices within the form which will leave a hole larger than 7/8-inch in diameter or an excessive depression back of the exposed surface of the concrete. To assure a breakback of 2-inches, the portion of the tie which is removed from the concrete ' shall be coated with a material which will not prevent bonding between the concrete and the mortar patch specified. ' Curing Materials (a) Waterproof curing paper shall conform to the requirements of ASTM Specification C-171 . (b) Curing and sealing compound shall conform to the requirements of Federal Specification TT-C-800A, minimum 30 percent solids ' content, having a pink fugitive dye. (c) Polyethylene sheeting shall be 6 mils (0.006-inch) thick. 1 2-78 Epoxy Grout Epoxy grout shall consist of a two-component, mineral filled, 100 ' percent solids thermosetting epoxy polysulfide compound. The epoxy grout shall be used in strict accordance with the manufacturer's recommendations. Non-Shrink Grout and Non-Shrink Concrete Non-shrink grout and non-shrink concrete shall consist of Type I or ' II Portland cement and fine sand for grout and, in addition, 3/8-inch gravel for concrete. The grout and concrete shall contain a compound that will eliminate shrinkage. The non-shrink grout shall ' be pre-mixed, and non-shrink grout and non-shrink concrete shall be used in strict accordance with the manufacturer's recommendations. All exposed grout shall be of the non-metallic type. ' Sealer and •Dustproofer The sealer and dustproofer shall be a second coat of the curing and ' sealing compound hereinbefore specified. 5.1 .3 Storage 1 Cement Packages received in a damaged condition will be rejected. Cement ' shall be stored in a watertight structure which will protect the cement from dampness. Cement shall be piled on dry raised floors to a height not exceeding 7 feet. Cement that has hardened or partially ' set shall be removed from storage and not used. Aggregates ' Stockpiles of aggregates shall be placed on platforms and be kept well-drained. Different types and sizes of aggregates shall be partitioned to prevent mixing. All aggregates shall be stockpiled a minimum of 24-hours. 5.1 .4 Form Design and Construction All form work shall conform to ACI Specification 347. Forms shall be tight, adequately constructed and securely held in place to withstand the load of fresh concrete and the effects of the vibrating process, and to prevent the leakage of mortar. Alignment of forms shall be carefully done, and they shall be secured to the lines required. Forms shall be clean and shall be recleaned and repaired for each use. Form surfaces against which concrete is to be poured shall be treated with an approved material to prevent adhesion of the 2-79 I I I I concrete. The material for treating form surfaces shall not stain or injure the concrete, or prevent bonding of required coatings. All corners, edges and rises shall be constructed with a 3/4-inch chamfer I whether or not shown. Larger bevels and bullnoses shall be constructed as shown. The spacing of form ties and form hangers shall conform to the Imanufacturer's recommendations. All surfaces with slopes steeper than one-on-one shall be formed. At I the request of the Company and the approval of the Engineer, various vertical surfaces beneath base slabs may be changed to slopes of one-on-one or flatter or, conversely, sloping surfaces changed to I vertical surfaces. Where vertical surfaces are used and no construction joint is provided below the slab, sheeting that meets the requirements for form work shall be left in place. I5.1 .5 Concrete Mix Requirements The concrete mix shall be proportioned by weight and shall be I determined on the basis of obtaining a concrete having suitable workability, density, impermeability, durability and required strength characteristics without using an excessive amount of cement. Concrete mixtures shall have the following characteristics: Maximum I Specified 28-day Water-Cement Air Content Compressive Ratio (Percent Slump Strength (psi) (Gallons/Bag) by Volume) (Inches) 1 4,000 5-1/4 3 to 5 3 to 4 2,500 5-1/2 3 to 5 3 to 5 I5.1 .6 Classes of Concrete I Concrete having a 28-day compressive strength of 4,000 psi shall be used for all concrete, except as otherwise noted or specified. All interior exposed slabs shall have a maximum air content of 3 percent. 1 Concrete having a 28-day compressive strength of 2,500 psi shall, in general, be used for all concrete masonry used in pipe supports and cradles, for concrete fill, for pipe thrust blocks, for the refill of I trenches, for the refill of excavation below subgrades, and for all other similar construction. I I 2-80 1 ' 5.1 .7 Batching and Mixing Ready-mixed concrete conforming to ASTM Specification C94 shall be used. The plant shall be properly equipped for the accurate proportioning and proper mixing and delivery of the concrete, including accurate water measurement and control. ' The plant shall have sufficient capacity and transportation equipment to deliver the concrete at the rate desired. ' Fine aggregates, coarse aggregates and cement shall be weighed separately. Cement in standard bags need not be weighed. Admixtures shall be added separately in solution in a portion of the ' mixing water by means of a mechanical batcher, in a manner that will ensure uniform distribution of the agents throughout the batch. The accuracy of all measuring devices shall be such that successive quantities can be measured to within 1 percent of the required ' amount. Mixers and agitators shall be operated within the limits of capacity land speed of rotation designated by the manufacturer, and shall be capable of producing a homogeneous concrete mixture of uniform color. Upon cessation of mixing for more than 30 minutes, the mixer • shall be thoroughly cleaned. The time elapsing between the ' introduction of the mixing water to the cement and aggregates and discharge from the mixer shall be completed within one-half hour. The first batch of concrete materials placed in the mixer shall contain an extra quantity of sand, cement and water sufficient to coat the inside surface of the drum without diminishing the mortar content of the mix. Once initial set has taken place, no attempt shall be made to temper the concrete by the addition of water. Any concrete so tempered will be rejected and shall be removed from the site. 5.1 .8 Preparation for Placing Concrete ' Concrete shall not be placed in mud or water. Surfaces of forms, embedded materials and steel reinforcement that have been encrusted ' with dried mortar or grout shall be cleaned, as approved, prior to placing concrete. ' To ensure proper bonding when new and previously placed concrete are jointed, the contact surfaces of the previously placed concrete shall be thoroughly cleaned by means of stiff brushes or other tools, and by application of a stream of water under pressure to remove all laitance, loose or defective concrete, coatings, concrete accretions and any other foreign material. The surface shall be damp and the bonding compound (epoxy or acrylic type) applied. The new concrete shall be placed before the bonding compound is dry. 1 2-81 1 Where concrete slab is placed on existing grade, backfill or fill material, the Company shall furnish and place a layer of foundation material having a thickness of not less than 6-inches, which shall be blanketed with a polyethylene covering. The covering shall be used in the widest practical widths and shall be lapped 6-inches and fastened at all edges to prevent loss of mortar from the concrete. All rock surfaces against which concrete is to be placed shall be clean and free from mud, dirt, oil or other material which may prevent a tight bond between the rock and concrete. 1 5.1 .9 Placing Concrete ' Concreting operations shall be continuous until the placement is completed. Slabs shall be placed in one lift and monolithically with beams and girders where construction joints are not shown. The maximum rate of placing concrete for walls to prevent movement of ' forms shall conform to the design requirements of the form work. Concrete shall be handled from mixer to forms in such a manner that no segregation of ingredients will take place. Concrete shall be ' deposited in layers approximately level and not more than 18-inches deep, unless otherwise indicated and subject to approval by the Engineer. The placement shall be carried out at such a rate that the formation of cold joints will be prevented. Concrete shall be placed ' in such a manner that it will not drop freely more than 4 feet, and shall be placed as nearly as practicable in its final position to minimize segregation of ingredients. In slabs, concrete may be placed ' by buggy, bucket, ready-mix truck or pumping methods, provided that for the method selected the specified slump is not exceeded. If chutes are used, they shall be of metal or metal lined. In general, concrete in walls shall be placed by means of a rectangular metal- drop chute with hoppers. Drop chutes shall be provided in several lengths so that the total length of chute can be adjusted as concreting operations progress. Under special conditions, for thin ' sections and sections that are heavily reinforced, concrete shall be deposited through temporary openings in the sides of wall forms by means of drop chutes outside of forms. While being placed, concrete shall be compacted with the aid of mechanical internal vibrators having a minimum of 3,600 impulses per minute, applied directly to the concrete in a vertical position, and by ' means of approved mechanical external vibrators. The intensity and duration of vibration shall be sufficient to cause concrete to flow, compact thoroughly and embed completely the steel reinforcement, ' pipe, conduit and similar work. Vibration shall be stopped immediately when a sheen of mortar first appears on the surface. Vibration shall be supplemented by hand spading, rodding or tamping in the corners and angles of forms while the concrete is still plastic 1 2-82 ' and workable. The next layer of concrete shall not be placed until the previously placed layer has been thoroughly vibrated. Free water on the surface shall be removed by sponging or mopping. Under no circumstances shall such water accumulations be covered up with concrete, nor shall dry cement be used to soak up excess water. Pumped concrete shall conform to the requirements of ACI Committee 304 Report. 5.1 .10 Concreting during Cold and Hot Weather All protective measures shall be taken for maintaining the specified ' temperatures of freshly placed concrete. Mixing and placement of concrete during hot and cold weather shall conform, as a minimum, to the requirements of ACI Committee 305 and 306 Reports and to the specifications herein. The ambient temperature of the space adjacent to the concrete placement and the surface to receive the concrete placement shall not ' be less than 40 F. Whenever the temperature is below 40°F, or when it is evident that the temperature will drop below that point, concrete shall not be placed, except when approved. If such approval is given, special precautions shall be taken both in mixing and in placing concrete. ' The Company shall provide equipment for heating concrete aggregates and water, and for maintaining freshly placed concrete at a temperature of not less than 50°F, nor more than 80°F. The temperature of the concrete shall not be permitted to fall below 50°F during the curing period, and the Company shall provide insulation, tents, temporary heat or take other approved measures to accomoplish this. If the atmospheric temperature is expected to drop to 35 F or ' below, enclosures and temporary heat shall be pr$vided to maintain the temperature of the concrete to at least 50 F. The heating methods shall not subject concrete surface to excessive concentrations of heat, as to cause rapid drying. The Company shall continuously operate heaters, provide personnel for continuous duty at the heaters, and provide adequate fire protection. When heating is discontinued, the drop in the temperature of the concrete shall not ' exceed 40°F in 24-hours. Whenever the temperature is above 85°F, or when it is evident that ' the temperature will rise above that point, concrete shall not be placed except when approved. If such approval is given, special precautions shall be taken both in mixing and in placing concrete. 2-83 ' The Company shall provide equipment for cooling concrete aggregates and water, and shall adjust the mix to retard the setting time of the concrete when directed. The cooling of the water and aggregates ' shall be such that the temperature of the fresh concrete is between 50°F and 80°F. Sunshades and windbreaks shall be provided in an approved manner to maintain the required temperature and minimize excessive drying. Sunshades and windbreaks shall be left in place at least 7 days. In the event the project time schedule will be delayed by the ' requirements of this section 5.1 .10, the time schedule will be extended and the Town will pay any additional costs to the Company. ' 5.1 .11 Joints and Waterstops Joints in concrete structures shall be provided as indicated on the contract drawings and specified herein. Joints and waterstops shall ' be in accordance with ACI 301, "Specifications for Structural Concrete" and ACI 318, "Building Code Requirements for Reinforced Concrete". Construction Joints Construction joints shall be provided at locations such that the maximum dimension of any one concrete placement does not exceed 40 feet if the curing period is limited to 7 days. If the curing period is increased to 14 days, the spacing of these additional construction ' joints may be increased to 60 feet. Construction joints shall conform to the details shown and shall be located where they will have the least effect upon the stability, strength and watertightness of the ' concrete structure. Vertical construction joints at corners will not be permitted unless specifically directed and/or approved by the Consulting Engineer. Reinforcing shall be continuous across construction joints. At construction joints, a keyway shall be ' provided such that its depth is a minimum of 1-1/2-inches and its width is one-third the section width. ' Where roughened joints are to be installed, the Company shall roughen the surface of the concrete so that the coarse aggregate is exposed to an approximate depth of 1/4-inch. Roughening shall be accomplished by either chipping the concrete or using a retardant coating. Before proceeding with the placing of any section of concrete, the ' joints shall be located and all forms and metalwork, bulkheads, reinforcement and other embedded materials for that section shall be in place. At horizontal construction joints, the top of all forms shall be erected only to the height of the joint for each placement ' throughout the entire work. Concrete surfaces shall be brought to a ' 2-84 I I I I true level line at the top of every horizontal construction joint. The form for the construction key shall then be forced into place, and then the concrete surface rodded off to a true horizontal level. I Should "water gain" be apparent as the concrete reaches the finished pour line, the water-cement ratio of concrete for a depth of at least 12-inches shall be of a stiffer consistency. I Unless otherwise indicated, all horizontal construction joints shall be made at well-defined lines. I Monolithic construction of corners is mandatory. Whenever a stoppage of more than 30 minutes occurs in the placing of I concrete due to some emergency, construction joints shall be installed. Emergency construction joints in liquid-bearing structures shall be I keyed as specified herein, and in the same manner as shown on the contract drawings for the designed joints. I Concreting operations shall be so scheduled as to provide a delay between pours as follows: Placements Minimum Time Between Placements (days) ISlab to Slab 3 Wall to Wall 3 I Wall to Slab 3 Slab to Wall 1 I To minimize delays in concrete construction operations, slab placements shall be made in a checkerboard pattern and wall placements shall be made alternately. I All construction joints shall have a row of form ties located at a distance of approximately 6-inches from the joint to permit aligning and tightening of the forms for subsequent sections. IExpansion and Control Joints In addition to those detailed and shown on the contract drawings, I 1/2-inch expansion joints shall be provided in exterior and interior slabs on grade around equipment foundations and at intervals not to exceed 20 feet in any direction. Reinforcing shall be discontinuous I across all expansion joints. Additionally, control joints are to be provided at 10-foot intervals between expansion joints. Control joints shall be 1/8-inch wide and constructed to be depth equal to I one-fourth the slab thickness. Control joints shall be installed during the period of 8 to 24 hours after concrete has been place. I 2-85 1 i 1 1 Reinforced concrete walkways shall be constructed with expansion and control joints, such that the length between control joints equals the width of the walkway. Expansion joints shall be located at lengths ' equal to four (4) walkways widths. Continuous expansion joints shall also be provided along the length of walkways where adjacent structures border on the walkway. Expansion joint filler shall be premolded non-extruding resilient type, in accordance with ASTM D-1752. 5.1 .12 Testing General ' The Engineer reserves the right to make any tests he deems necessary or desirable on aggregates, cement, water and concrete. The Company shall provide complete cooperation to facilitate the ' sampling and performance of these tests. Testing 1 The tests will be conducted so as to interfere as little as possible with progress of the work, and the Company shall cooperate in every 1 way and facilitate the making of such tests, so that concrete of the desired quality will be obtained. All costs of the concrete tests required by law shall be borne by the Company. One (1) concrete test cylinder shall be taken for each truckload poured (one (1) per ' each 8 cubic yards), with a minimum of three (3) test cylinders for a day's pour. ' The Company shall conduct concrete slump tests in accordance with ASTM D-143. One (1) slump test for each truckload poured (one (1) per each 8 cubic yards) shall be conducted at the discretion of the Consulting Engineer. 1 All cylinders shall be tested for compression strength by an approved testing laboratory (one (1) cylinder to be tested after 7 days, and two (2) cylinders after 28 days). Test cylinders shall be carefully handled and protected to assure ' valid test results. Each cylinder shall be identified by a tag, which may be obtained from the testing laboratory, and each tag filled out with the appropriate information. 1 Test cylinders shall be made and stored in accordance with ASTM Specification C-31 . The method of sampling fresh concrete shall be in accordance with ASTM Specification C-172, latest revision. Results of the tests shall be sent directly to the Consulting Engineer by the ' 2-86 ' testing laboratory. All testing shall be paid for by the Company at no additional cost to the Town. ' The Company shall maintain and submit in a format reasonably acceptable to the Consulting Engineer, complete and accurate records pertaining to the results of all concrete compression, slump and related tests. ' If any tests conclude that the specified requirements have not been met, concreting shall be stopped. Faulty concrete shall be removed ' and replaced with suitable concrete as specified herein, at the expense of the Company. ' Curing Concrete Concrete shall be cured for a period of not less than 7 days. Walls and slabs that will be in contact with sewage or sludge and ' substructures shall be cured by water curing or curing and sealant compound. All other surfaces, unless otherwise specified, shall be cured either by water, by curing and sealing compound or by ' waterproof paper curing. The Company shall have all equipment and materials needed for adequate curing and protection of the concrete on hand and ready to install before actual concrete placement begins. Water Curing ' (a) The concrete shall be kept wet by covering it with water-saturated material or a system of sprays, or by any other approved method that will keep all surfaces to be cured continuously (not periodically) wet. (b) Vertical or steeply sloped surfaces shall be kept wet prior to form ' removal by applying water on the unformed top surfaces and allowing water to pass down between the forms and the formed concrete faces. ' (c) Horizontal construction joints shall be covered with a minimum of 2-inches of sand, which shall be kept continuously saturated. These joints shall be cleaned and allowed to dry for 12 hours Iimmediately prior to the placing of the following lift. Curing and Sealing Compound ' All slabs shall be cured by power spraying compound. The curing compound shall be applied immediately after the final finishing ' operation in a continuous operation. Traffic and other operations shall be such as to avoid damage to the compound. Where it is 2-87 1 ' impossible to avoid traffic over surfaces coated with curing solution, the membrane shall be protected by covering with a layer of waterproof curing paper or polyethylene sheeting, which shall be placed on the concrete with a 6-inch lap on all edges, and sealed with tape. ' Protection Fresh concrete shall be protected from rains, flowing water and mechanical injury. ' The Company shall not permit walking upon or over the concrete until it has set for a sufficient length of time. Projecting steel ' reinforcement or inserts shall likewise be protected from disturbance until the concrete has hardened sufficiently. After the curing period, concrete in slabs, curbs and other similar ' surfaces shall be covered with waterproof curing paper. All seams of such paper shall be overlapped at least 6-inches and sealed with tape. Further protection, while erecting equipment, shall be provided by means of planking of sufficient size, and by such other protection as required. No fire or excessive heat shall be permitted near or in direct contact with concrete at any time. ' All concrete shall be protected at all times to prevent damage, staining or any other marring of concrete surfaces. Concrete steps shall be protected with lumber to prevent chipping or crazing. ' Removal of Forms Forms shall not be removed until the concrete has hardened ' sufficiently to safely support its own load plus any superimposed loads that might be placed thereon. Unless otherwise ordered, forms shall be left in place the minimum number of days specified as ' follows, from the date of placing concrete: Mean Temperature (°F) ' 85-70 69-60 59-50 49-40 Walls and Beam Sides' 2 3 4 7 Beam Soffits 5 6 7 10 Slabs 6 7 8 11 Immediately after forms are removed, the Company shall place adequate reshores to prevent injury to the concrete by construction loads. t 2-88 ' Care shall be taken in removing forms, walers, shorings, supports and form ties to avoid spalling or marring the concrete. Form ties shall be broken back immediately after removing forms. The holes left by such ties shall be immediately filled with mortar consisting of one part Portland cement and two parts sand (1 :2), of ' the same type and quality as used in the concrete, and the surface shall be finished with a steel trowel. 5.1 .13 Defective Concrete Concrete damaged by freezing or by alternate freezing and thawing, or from any other cause, or any concrete work which shall be found ' defective at any time before the final completion of this contract including, but not limited to, cracking, spalling, honeycombing, etc., shall be removed and rebuilt or otherwise made good at the expense of the Company. The Consulting Engineer shall be notified before ' such repairs are made and methods shall be submitted for approval. 5.1 .14 Placing Backfill and Fill ' Backfill and/or fill shall not be placed against concrete walls for a minimum of seven (7) days after placing of concrete, nor shall fill be placed on suspended slabs for a minimum of twenty-eight (28) days ' after placing of concrete. 5.1 .15 Concrete Stairs ' Concrete stairs shall be poured in smooth forms for risers and all corners shall be well rounded. ' Safety treads shall be cast integrally with the steps. Concrete treads shall be given a U2 floated finish and protected as specified hereinbefore. 5.1 .16 Anchors and Accessories ' The Company shall furnish and place anchors for fastening equipment and materials to masonry, as shown, noted or specified. The Company shall coordinate between the mechanical, electrical, HVAC ' and plumbing trades for all required anchors to be cast in the concrete. ' Anchors and accessories which are required to be cast with the concrete shall be accurately set and maintained in their required positions. Anchor bolts shall be set so as to provide not less than 1-1/2 full threads above the nuts. ' 2-89 I ' Where the location of anchors can be determined before concrete is placed, anchor bolts shall be placed in the concrete as shown on the drawings, and drill anchors shall not be used. Sleeves shall be filled ' temporarily with a plastic compound to prevent filling with water and freezing. The permanent filling shall be of non-shrink grout. ' Where some adjustment of anchor bolt location is required, malleable iron inserts shall be placed in the concrete. They shall be designed for the use of tee-head or square-head bolts or nuts, and shall not be threaded. ' Drill anchors shall be used only where the use of pour-in-place anchor bolts or inserts is impractical. ' Drill anchors shall not be located so close to the edges or sides of concrete members as to cause spalling or other damage to the concrete. Expansion anchors shall not be used in concrete. ' 5.1 .17 Built-in Work In addition to the steel reinforcement, there shall be built into, set in or attached to the concrete by the Company, wherever shown or directed, pipe, sleeves, wall castings, frames, manhole steps, eye • bolts, electrical conduits and other objects as shown, specified or ' ordered. These objects shall be accurately set and properly secured, and all necessary precautions shall be taken to prevent them from being displaced, broken or deformed. 1 5.2 Steel Reinforcement 5.2.1 Scope The work includes all labor, materials, equipment and appliances required to furnish and install all steel reinforcement in accordance ' with the Agreement. 5.2.2 Materials ' All bar reinforcement shall conform to the requirements of ASTM Specification A615, Grade 60. No re-rolled or high carbon steel bars ' shall be permitted in the work. All steel used for reinforcement purposes shall be of clean, new stock, free from defects and bends not required by the drawings. All welded wire fabric reinforcement shall meet the requirements of ASTM Specification A185, and shall be supplied in flat sheets. 2-90 ' 5.2.3 Storage and Protection All steel reinforcement delivered to the site shall be properly and ' securely bundled and reasonably without rust other than that which may have accumulated in normal transit. It shall be stored off the ground, and protected from the weather. All steel reinforcement shall be kept free of oil, grease, dirt or other objectionable adhering substances, and shall be satisfactorily cleaned of scale and heavy or flaky rust before being placed in the work. If, after having been placed in the work, the concreting is delayed or interrupted for any considerable number of days, the steel ' reinforcement shall be protected from the weather. Any steel reinforcement which shows scaly rust after being placed shall be rendered wire brush clean immediately prior to the placing of ' concrete. • Bundles of reinforcing bars shall be tagged showing quantity, grade, size and suitable identification to allow checking, sorting and placing. ' Welded wire fabric shall be tagged showing quantity, style designation, width and length. ' Unless otherwise shown, steel reinforcement dowels intended for bending with future extensions or steel reinforcement that is to be left projecting for a considerable time, prior to being encased in concrete, shall be protected against corrosion by spray coating with a ' strippable plastic or by wrapping with a rubber base tape so as to form a waterproof coating. 5.2.4 Bending All steel reinforcement bars shall be bent cold to the shapes as shown or ordered. Bars of a single length shall be used in all cases, except where the length required is such that they cannot be so obtained, or whipping limitations prevent their being shipped, or where the Consulting Engineer grants permission to use shorter ' lengths or allow lapping. Bars shall not be bent or straightened in a manner that will injure the material. ' Unless otherwise shown or specified, all bending shall be in accordance with the recommended practices as set forth in ACI Detailing Manual and/or CRSI Manual of Standard Practice. 5.0 PLACING AND LAPPING. ' All steel reinforcement shall be carefully placed and fastened in position so as to maintain the proper spacing between adjacent bars and so as to prevent the bars from becoming displaced during the 2-91 placing of concrete. Reinforcement shall be placed within the tolerances given in ACI 117. ' Joints shall be wired with annealed iron wire of diameter not less than No. 16 U.S. Standard Gauge or by using acceptable clips. All reinforcement shall be firmly supported by the use of metal bars, bolsters, chairs, spacers or hangers, or by the use of precast concrete piers. Reinforcing bar supports shall be furnished in accordance with the ' latest specifications of the Concrete Reinforcing Steel Institute (CRS!) . The supports shall be sufficient in number and strength to carry the steel reinforcement in all slabs. Concrete block piers shall be used where concrete is placed on rock or foundation material cushion covered with polyethylene film. Concrete block piers shall be made from the same material and of the ' same proportions of sand and cement as that of the concrete in which they are to be used. They shall be cast and properly cured for at least seven (7) days before use. ' Nails shall not be driven into the outside forms to support reinforcement nor shall any other device for this purpose come in •- contact with the outside form except that wood strips may be inserted ' between the reinforcement and the forms at intervals to maintain the required clear distance between reinforcement and the inside and outside surfaces of the concrete. The strips shall be pulled up and ' removed from the wall as the level of the concrete rises. Where steel reinforcement crosses construction joints, openings in the ' forms shall be made tight. All lapped bars shall be fastened together securely. Laps, unless otherwise shown, shall not be less than 32 diameter. Where lapped ' bars are of different diameter, the smaller diameter shall be used to determine the lap. ' At all wall intersections, steel reinforcement shall be made continuous with adequate splices and/or hooks as shown or ordered. Wherever it is necessary to splice reinforcement otherwise than as shown, the character of the splice shall be decided by the Engineer. Splicing shall not be made at points of maximum stress nor shall adjacent bars be spliced at the same point. Dowels shall never be placed during or after placing of concrete, nor shall they be disturbed in any way to injure the bond before the i concrete is set. 2-92 ' Welding of reinforcement shall conform to AWS Specification D12.1 latest revision or as approved. Unless otherwise shown or specified, all placing and lapping shall be in accordance with the recommended practice as set forth in ACI Specification 315, latest revision, and ACI Specification 318, latest revision. 5.2.6 Concrete Cover ' Minimum concrete cover over the principal steel reinforcement shall be provided not less than indicated in the following table, unless larger cover dimensions are shown, noted or specified elsewhere: ' (a) Concrete placed against rock or polyethylene covered foundation material such as bottom slabs, footings, walls without outside forms, etc. 3-inches ' (b) Formed concrete that will be in contact with earth or water, or over water, or exposed to weather: ' Walls, slabs, beams, joists • (1) #6 bars and larger 2-inches (2) #5 bars and smaller 1-1/2-inches (c) Concrete not exposed to earth, ' water or weather: (1) Walls 1-1/2-inches ' (2) Beam and girder stirrups 1-1/2-inches (3) Column ties or spiral 1-1/2-inches (4) Slabs 3/4-inches 5.2.7 Dowels into Existing Concrete Where dowels are to be anchored to existing concrete the reinforcement bars shall be anchored by grouting the dowels in place using an epoxy grout. Holes into which to grout dowels shall be drilled 1/2-inch larger than the diameter of the dowel and 24 bar diameter in depth as shown. 5.2.8 Tests ' Reinforcement bars shall be inspected and tested by the manufacturer at the mill at which they are rolled as per the manufacturer's testing plan. All tests shall be made on the full size, finished bars, and at least one tensile and one bending test shall be made for each lot of 10 2-93 ' tons or less from each melt of steel from which reinforcement steel is furnished for this work. 5.2.9 Shop Drawings The Company shall submit sufficiently in advance of need, detailed placing and bending drawings and bar schedules to show number, size, length, bending and placing of the steel he proposes to furnish, and no steel reinforcing bars shall be delivered to the site of the work prior to the approval of the bending and placing diagrams. Bending diagrams and reinforcing details shall conform to ACI Specification 315, latest revision, and ACI Specification 318, except as herein modified. All working drawings shall be made to a minimum ' scale of 1/4-inch equals 1'-0". 5.3 Precast Concrete ' The Company shall perform all necessary work and services for all precast and prestressed concrete. • ' The Company shall provide precast and prestressed concrete units produced by an active member of Prestressed Concrete Institute (PCI). 1 Manufacturer shall comply with or exceed requirement of PCI "Manual for Quality Control". Testing, mix design, tolerance of units, materials, design and fabrication, ' erection, erection tolerances, caulking and sealing protection and cleaning shall comply with the applicable codes and specifications. 1 1 1 2-94 ' 6.0 BUILDINGS The drawings included in Part 1 of this Appendix illustrate the four new buildings to be constructed by the Company. All buildings are pre-engineered metal buildings having the following specifications: Office Building - Drawing F - 30 ft. width - 55 ft. length - 12 ft. eave height ' - Insulated roof and walls ' Tipping and Processing Building Drawing G ' - 100 ft. width - 220 ft. length - 26 ft. eave height - Paved floor - Four 16 x16 ft. overhead doors - Three 14 x 14 ft. overhead doors - Insulated roof and walls Composting Building - Drawing H ' - 110 ft. width - 240 ft. length ' - 20 ft. eave height 1 2-95 1 ' - Paved floor with aeration trenches and perforated covers - Three 14 x 14 ft. overhead doors - Insulated roof and walls Screening Building - Drawing I - 50 ft. width ' - 80 ft. length - 24 ft. eave height ' - Paved floor - One 14 x 14 ft. overhead doors ' - Insulated roof and walls .The pre-engineered metal buildings shall be manufactured by one of the ' following nationally recognized metal building firms or their franchisers: - ARMCO ' - BUTLER ' - COCKLER - STAR - STRAN - VARCO PRUDEN ' - or approved equal ' 2-96 I ' 6.1 General These specifications describe the materials used and the fabrication of the ' pre-engineered metal buildings. The materials furnished shall include the structural framing, roof panels, wall panels, bracing, fasteners, sealants and all other component parts required for the metal building shell. All materials shall be new, unused and fabricated in a workmanlike manner. In case of discrepancy between drawings and specifications, the provisions of the specifications shall govern. ' 6.2 Descriptions of Buildings Framing ' The standard design of the large metal buildings shall be clear span, gabled rigid frame, 1/3 in 12 roof slope. ' Width • The building width shall be measured from out-to-out of girts plus 6". ' Height The building height shall be measured from the floor elevation to the top of the sidewall panel Building height for a single slope building is measured at the low side. ' Interior Bay Spacing The interior bay spacing shall be measured between the center lines of ' interior frames. End Bay Spacing The end bay spacing shall be measured between the center lines of the end wall framing and the first interior frame. ' Design Structural Steel Structural steel design shall conform to the applicable sections relating to design requirements and allowable stresses in accordance with the latest edition of the "Specification for the Design, Fabrication and Erection of Structural Steel for Buildings" of AISC. ' 2-97 I ' - Cold-Formed Steel Cold-formed steel members shall be designed to conform to the applicable sections relating to design requirements and allowable stresses in accordance with the latest edition of "Specifications for the Design of Cold-Formed Steel Structural Members" of AISI. 6.4 Design Loads ' Design Load ' Design loads will meet local codes. They will include the auxiliary design loads which are those other than the basic design loads for which the building must be adequately designed. Loads of this type include, but ' shall not be limited to, suspended ceiling, sprinkler, electrical or mechanical systems of any suspended or roof mounted HVAC units. Load Application All live and snow loads shall be applied on the horizontal projection of the roof. ' All wind loads shall be applied as pressure and suction perpendicular to the loaded surface. Combination of Loads All buildings shall be designed for the following load combinations: Dead ' load + Live load, Dead load + Wind load. In addition, other load combinations shall be used, as required by the applicable codes. ' Auxiliary. Loads shall be combined with the basic design loads. Snow Drift Loads ' Snow drift loads shall be included in the design as defined by the building configuration and as required by the applicable codes. ' Structural Accessories Width extension, wall canopy, roof overhangs and facades shall be designed for the same load conditions as the building to which they are attached. ' 2-98 Deflection Primary and secondary members shall be designed to withstand imposed ' loads with a maximum individual member deflection of L/180 for roof members and 1190 for horizontal wall members. Wind speed for deflection determination shall be based upon a ten-year reoccurance map. 6.5 Basic Material Primary Framing ' Steel used to fabricate built-up framing members shall be 50,000 PSI or 36,000 PSI minimum yield material and shall conform to the physical ' characteristics of one of the following: - ASTM A570 Grade 50; ' - ASTM A572• Grade 50; - ASTM A36 Modified to 50,000 PSI; and ' - ASTM A36. Steel used for ASTM A36 cold-formed members shall be 55,000 PSI or ' 36,000 PSI minimum yield material and shall conform to the physical characteristics of ASTM A607. Steel used for interior pipe columns shall be 36,000 PSI minimum yield material and shall conform to the physical ' characteristics of ASTM A36. The building manufacturer shall have on file certified mill test reports which verify that these requirements have been met. Purlins and Girts Steel used to form purlins and girts shall be hot rolled steel strip with a ' minimum yield of 55,000 PSIand shall conform to the physical characteristics of ASTM A570. ' Roof and Wall Panels The substrate shall be 50,000 PSI minimum yield steel conforming to one of the following standards based upon the material coating. ' Aluminized - ASTM A 463 Galvanized - ASTM A525 OR Alumininum-Zinc Alloy - ASTM A792 Aluminum-Zinc Coating: The panels produced from steel manufactured to ASTM A792 shall have an aluminum-zinc alloy coating having a minimum ' 2-99 ' thickness of 0.05 oz. per sq. ft. when tested by the triple spot test and 0.43 oz. per sq. ft. when tested by the single spot method. ' Aluminized Coating: The panels produced from steel manufactured to ASTM A463 shall have a commercially pure aluminum hot dipped coating having a minimum thickness of 0.65 oz. per sq. ft. when tested by the triple spot test and 0.60 oz. per sq. ft. when tested by the single spot method. Bracing ' Cable used for diagonal bracing shall be extra high strength and conform to ASTM A475 Class A. ' 6.6 Fabrication of Primary Framing Framing ' Rigid frames shall be fabricated of plate and bar stock as per Section 6.5 of this specification and shall have the flanges and webs mated by a continuous automatic submerged arc welding process. ' Structural Accessories Canopy beams, overhang beams, lean-to frames, portal columns and portal frames, as required by design, shall be fabricated of plate and bar stock as described in Section 6.5. End Framing Post and beam end frames shall be cold-formed sections of 55,000 PSI ' minimum yield steel or built up welded sections as described in Section 6.5. • Plates Base plates, splice plates and stiffener plates shall be welded on the structural members in the building manufacturer's plant. Connections Base plates, splice plates and flanges shall be fabricated to include holes for bolted connections. Webs shall be fabricated to include cable brace holes and flange brace clips. ' Welding Welders performing shop welding shall have passed the applicable qualification tests as prescribed by the American Welding Society, in the ' 2-100 I I I I current Structural Welding Code D1 .1 and or D1 .3 for process, position and joint type employed. I6.7 Fabrication of Secondary Framing Purlins and Girts I Purlins and girts shall be a minimum of 8" deep, and may be simple or continuous beam design at the manufacturer's option. They shall be formed on a continuous rolling mill in the shape of a stiffened flange "Z" I or "C" section. The compression flanges of purlins and grits shall meet applicable code requirements for lateral support as required for the specified uplift or outward pressures. IBracing Diagonal cable bracing in the roof and sidewalls shall be utilized to remove I longitudinal loads. These cables shall be furnished to length with all necessary hardware. ISpecial Bracing When diagonal cable bracing is not permitted in the sidewalls, a special bracing system using portal frames or portal columns will be used to I remove the longitudinal loads. Frame Bracing ILateral bracing for rigid frames shall consist of cold-formed or hot rolled angles bolted to the inside flange of the rigid frame and to the web of the purlin or girt. I6.8 Roof and Wall Panels . I Seam Roof Panels The roof panels shall be formed on a continuous rolling mill in the Imanufacturer's facility to ensure close dimensional tolerances. The panel shall have a flat face 16" wide with locking 2" vertical ribs and be of minimum 24 gage steel. The interlocking vertical rib shall contain I factory applied sealant. Panels shall be of maximum length to minimize end laps. I The roof panels shall a minimum 6" end lap. Single panels shall be used except when lengths exceed 40 feet or at skylight or other roof penetration locations. I I 2-101 I I 1 I The panel shall be attached to the structural by a concealed fastening clip, capable of moving to allow expansion and contraction of 1" in either direction. IThe standing seam ribs shall be mechanically seamed by an electrically powered seaming machine. I The standing seam roof system shall be listed by Underwriters Laboratories for wind uplift classification UL90 (Construction No. 90, 133, 176, 180 and 238) . IThe standing seam roof panels shall be Class I as approved by Factory Mutual (Exterior Roofing & Siding - Class 1 Fire Rated). IWall Panels The wall panels shall be formed on a continuous rolling mill in the Imanufacturer's facility to ensure close dimensional tolerances. The trapezoidal faced panel shall be 16" wide with interlocking 3" ribs and Ibe of minimum 24 gage steel. The panels shall have a pebble grain finish. The panel shall extend from the base to eave or rake line with a maximum length of 40 feet. The wall panels shall be attached to framing with the interlocking ribs toward the interior, eliminating fasteners exposed to the exterior. IThe wall panels shall be Class 1 as approved by Factory Mutual. I Wall Insulation Walls will be insulated by liner panels combining both insulation and interior finishing material in one non-combustible unit. IThe exposed face of the liner panels is a 26 gage electro-galvanized, commercial quality steel, embossed and painted with a factory-applied I thermosetting acrylic enamel. The fasteners will be of cadmium plated steel. The color will be the manufacturer's standard cream. The insulation consists of a rigid glass fiberboard laminated to the I unexposed face of the panel. Overall wall heat transfer U value shall no be greater than 0.45 (calculated) . I The walls of the office building will have an overall heat transfer U value not greater than 0.20 (calculated) given by a non-combustible fiberglass blankets and a gypsum board liner. I I 2-102 ' Roof Insulation Roof insulation will consist of a non-combustible fiberglass blanket with ' vapor barrier. The overall heat transfer U of the roof shall not be greater than 0.3 for all the buildings except for the office building which will have a roof U not greater than 0.2. 6.9 Miscellaneous Material Structural Bolts All structural bolts shall be with corrosion resistant cadmium plating and shall conform to the requirements for high strength bolts of ASTM A325. ' Covering Fasteners (Roof Panels) All exposed fasteners for covering shall be self-drilling sheet metal screws of #410 stainless steel conforming to Federal Specification QQ-S-763C with a corrosion resistant coating, or of carbon steel shank with zinc-alloy head. Fastener to attach concealed clip to structural member shall be a ' self-drilling screw with corrosion resistant plating. Sealants For field applied for spot sealing panel laps, spot sealing panel laps, spot sealing trapezoidal corrugated nestable panels, ridge cover and roof accessories where the sealant is not exposed: The extrudable sealant shall ' be a non-migratory, non-drying and non-skinning synthetic elastomer base conforming to the performance requirements NAAMM Standard SS-la and Federal Specification TT-S-00230. ' For factory applied sealant in the seams of seam roof panels, or field applied for spot sealing panel laps, ridge cover, and roof accessories where the sealant is not exposed: The extrudable sealant shall be a ' non-migratory, non-drying and non-skinning synthetic elastomer base conforming to the performance requirements NAAMM Standard SS-la and Federal Specification TT-S-00230. ' For field applied sealant for exposed seams, butts and laps at roof curbs, around doors and windows, and at the ridge when the sealant is exposed: The extrudable sealant shall be a non-drying (but skinning) and ' non-migratory synthetic acrylic terpolymer material conforming to the performance requirements of Federal Specification TT-S-00230. ' For field applied tape sealant for panel end laps, between roof and panels and wall flashing, side laps of nestable roof panels and roof curbs: The tape sealant shall be extruded butyl material conforming to the performance requirements of Federal Specification TT-C-1796 A Type Il Class B and AAMA Specification 804.1 . 2-103 ' For field applied sealant for base of wall at base zee or channel: The extrudable sealant shall be an asphalt base bituminous plastic cement conforming to the performance requirements of Federal Specification ' SS-C-00153A Type I. Gutter, Trim and Downspouts ' The buildings will be complete of gutter, trim and downspouts. All gutter and trim shall be fabricated from not less than 26 gage steel ' either aluminized, galvalume or paint coated. Downspouts shall be fabricated from not less than 0.019" thick pre-painted ' aluminum or pre-painted steel. 6.10 Structural Painting - ' All structural steel of buildings will have a standard primer paint which is rust inhibitive and meets performance requirements of Federal Specifications TT-P-664C. Primer shall have a gloss equal to 10-15 units, ' 60 degree gloss meter (Gardner). An epoxy paint will be used for the structural steel of the composting building. ' 6.11 Painted Steel Panels ' Base Metal The base metal shall meet the requirements of section 6.5 of this ' specification. Substrate 1 The substrate shall be thoroughly cleaned and pre-treated prior to applying the paint system. ' Paint The thermostating coating shall be factory applied to the exposed face to a ' dry film thickness of 1 mil and oven baked under quality controlled conditions. Color The color shall be the manufacturer's standards which are the same or the most similar to the colors of the existing Collection Center building. ' 2-104 ' 6.12 Accessories Windows ' Windows shall be aluminum self-framing and self-flashing. They shall be furnished complete with glass, hardware and screens. If insulating sashes are included, they shall be furnished completely assembled with glazed panels, weather stripping, hardware in place and attached to the window unit. They shall satisfy all requirements of the Architectural Aluminum Manufacturers Association, Specifications 302.9, for commercial buildings. ' Personnel Doors ' Personnel doors shall be self-framing and self-flashing from 20 gage galvanized steel. They shall be bonderized, prime and finish coated. They shall carry the Steel Door Institute label. Doors shall be flushed with vertical seams on both hinged and lock edges. The top and bottom reinforcing channel shall be 14 gage steel minimum and spot-welded within the door. Doors shall be stiffened and sound deadened with impregnated honey-comb core, laminated to the inside full width of door. They shall ' be mortised and reinforced for hinges and locks, door frames shall be double-rabbit style made of 16 gage steel. All frames shall be bonderized, prime and finish coated. ' Mortise locksets: Shall meet Federal Specifications FF-H-106a Government Type #86 FW-4 with dead bolt, with dull chrome #US 26D finish. Panic hardware: Exit device shall meet A.N.S. I. A 15.3 type 1 device function 08. Hinges: Doors shall have 1 1/2 pairs of 4 1/2" x 4 1/2" full mortise ' template ball bearing hinges of the fixed pin, non-removable type and shall meet Federal Specifications FFH-116C Government Type T2127. Closure: Closures shall be full rack and pinion universal mounting, ' surface closure and shall meet Federal Specification FF-H-121D, type 3009, and 3001V or for hold-open arm 3009 VM and 3001VH. ' Panic Devices: Exit bolts, Federal Specifications #FF-H-106a, keyed outside. Rim device Government Type #810 or mortise device Government Type #821 with thumb piece and pull on exterior. ' Overhead Door The overhead doors will be of rolling type. ' Overhead door framing shall be designed to resist the applicable wind loads. Door framing shall be 14 gage stiffened flange channels. Framing and panels will be bonderized, prime and finish coated. 1 2-105 I I I IGravity Ridge Ventilators Ten foot long ridge ventilators shall be made of aluminized steel. The I ventilator body and skirt shall be a minimum of 24 gage, painted white formed to match the roof slope. Throat opening shall be 4" or 12". Ventilators shall be equipped with standard bird screen, riveted end caps and chain operated dampers. Ten foot long, ridge ventilators may be I installed continuous if specified. Up to four 10 foot units may be operated from one chain operator. ISkylights Skylight panels shall be composite units of clear fiber glass reinforced I plastic and protective coated steel. The steel panel shall be perforated to transmit light. The flush faced panels shall be 16" wide x 10'-0" long with 2" ribs compatible with the steel building panels. I The fiber glass component shall consist of glass fibers and resins having a nominal weight of 6 ounces per square feet. The steel perforated panel shall be 24 gage aluminized steel meeting the requirements of ASTM A 463 I with minimum weight of coating, by triple spot test of 0.60 ounces per square foot. Supplemental insulating panels, if required, shall provide a 1" minimum I airspace 1" beneath the skylight unit. They shall consist of aluminum frame with opaque fiber glass factory sealed in place. I The calculated heat transfer ("U") value of an uninsulated skylight shall be no greater than 1 .15. IRoof Jacks Roof jacks shall be made of EPDM rubber compounded with carbon black and other additives to give maximum weatherability. IRoof Curbs I Metal roof curbs shall be fabricated from minimum 0.06" thick mill finish aluminum with all seams continuously welded. The base shall be compatible with the roof panels and match the roof slope with the horizontal top flange a minimum of 12" above the weather surface. I6.13 Qualifications I The specifications of the buildings included in this section 6.0 are subject to change with equivalent specifications, without prior notice and without incurring obligations or liability by the Company, depending on the I standard specifications and available materials used by the building manufacturer selected for the construction of the buildings. 1 2-106 1 1 6.14 Submittals The Company shall provide detailed design drawings for the building structures, certified and sealed by a licensed Professional Engineer registered in the State of New York, Submitted drawings shall indicate all materials of construction, dimensions and details. Drawings shall indicate dimensions and locations for connections to foundation. ' The Company shall provide detailed analysis and design computations for all loading conditions indicated, including reactions at each support. 1 1 111 2-107 7.0 AUXILIARY SYSTEMS The auxiliary systems located in the Facility are described in this section. 7.1 Electric System The electric system consists of the following items: Main Lines ' Connecting cables between the transformer room and the main delivery switchboard and other remote equipment will be supplied. ' Electric Switchboards The Company shall perform all work and services for the design, installation and testing required for the main low voltage switchboard, all ' lighting and low voltage power distribution panels, motor control centers, dry-type transformers, safety switches, fuses, and grounding of the electrical distribution systems to the Facility. ' The switchboards are standard type enclosures, IP 54 protected, containing complete electric equipment for control, protection and automation of plant users. The plant system includes the following ' boards: - One board for waste processing equipment; ' - One board for the compost aeration equipment; and - One board for the compost screening equipment. The Company shall perform all work and services required for the design, -_ installation and testing for control panels, associated instruments, switches, pilot lights, alarms, relays, solid state circuiting, hard wiring and appurtenances for a control scheme for the Facility. ' Control Console The control console, located in the control room, is a display desk with an aluminum synoptic panel board which displays the waste treatment and compost screening process equipment. The main pushbuttons and control switches of the machinery are provided on console desk. 2-108 ' Wiring Cables The Company shall perform all work and services required according to the Agreement for the design, installation, testing and operation of the required conduit, conduit fittings, boxes, wire and cable, wiring devices and equipment connections for the electrical distribution system of the Facility. Safety and Control Instrumentation 111 The following instrumentation is installed for safety or process control: - A fire detecting system is installed on the ducting branch that ' connects the waste shredder housing to the dust contrl system. When a fire is detected, the fire fighting system is activated. The system consists of sprinklers installed inside and outside the shredder. ' - The safety system also includes a hydrocarbon vapor detector installed over the apron conveyor that feeds the shredder. In case of activation of the alarm, the system immediately stops the apron conveyor. - One gas detector is installed in the tunnel of the compost aeration system and in each building for monitoring the diffusion of landfill gas. ' - The current absorbed by the waste shredder motor is measured and a control system stops the feeding system in the event of overload. The following compost temperature monitoring system is installed: ' - Six (6) temperature probes with extendable cord installed in the composting building able to monitor the temperature in six points of ' the pile to be normally positioned at the time the pile is formed. The length of each temperature probe will be greater than the pile height in order to monitor, if required, also the temperature of the material ' near the air supply system. - one (1) six-channel chart recorder for the recording of the temperature measured at the six-monitored points. Lighting Equipment The lighting equipment consists of: - Indoor lighting ' 2-109 ' . Mercury vapor reflectors (tipping, processing and screening buildings) ' . Sodium reflectors (composting building) . Fluorescent automatic emergency lamps 400 W - Outdoor lightning (included one light for each building corner) . Sodium reflectors ' Grounding Equipment The grounding equipment system consists of buried galvanized steel rods and copper cord. Furthermore, there are connections with the grounding circuit for all the metal parts in the plant. ' TV System The TV System consists of five TV cameras with fixed focus lens. The ' system also includes five 12" control monitors. The TV cameras are equipped with a protection hood. The monitors are located in the plant control room and are included in the control board. The areas monitored by the TV cameras are: ' - Waste tipping floor; ' - Waste apron conveyor; - Wet separator; ' - Outdoor area in front of the sludge receiving system; and - Outdoor area in front of the compost screening building. The system includes also all the connections and the control board. ' Intercom System The Company shall perform all work and services required for the design, installation and testing for an intercommunication system and paging system including all speakers, handsets, conduit, wire and all appurtenances for the Facility. 1 2-110 I I I IThe intercom system consists of: - One central unit designed to serve up to 12 users complete with I transformer; and - Five users instruments for "loud voice" conversation. I Socket Boards For service and maintenance purposes, ten socket boards are provided, Iinstalled and wired at convenient locations. 7.2 Water System IThe water system includes the water distribution network. 7.3 Fire Detection and Fighting System IThe Company shall perform all work and services required for the design, installation and testing of all smoke detectors, control panels, manual pull I station, vibrating bells, horns, fan shutdown, relays, alarm lights, zone annunciator and all appurtenances for fire detection and alarm system. The circuit serves all the boxes, therefore, it is a ring circuit, with polyethylene pipe and galvanized steel pipe for the connections of the boxes above the ground. There is also a fire department connection and a series of high power wheeled and portable Halon extinguishers. IThe main components' characteristics are: I - Fire fighting boxes (10) made of painted metal plate with a glass door for outdoor installation - Fire department connection (1) to set up in a position to be defined I with the local fire department authority - Halon portable extinguishers (10): 4 extinguishers of 200 lbs. I6 extinguishers of 100 lbs. I - Dust extinguishers (6) of 24 lbs. They are set up where the electric boards are installed. 7.4 Wastewater Recycling System IThe flow diagram of the wastewater recycling system is illustrated in drawing M. I 1 2-111 I The polluted run-off water and leachate collected from the aerated composting building are pumped to the holding tank of the Liquid Acceptable Sludge feeding system having a capacity of 6,000 gallons. This ' tank is also used for holding the condensate separated in the compost ventilation system during the negative pressure phases. The wastewater is recycled to the mixer and the wet separator. ' An aeration system is installed for controlling occasional odors from the holding tank. The six paved portions included in the compostcuring/storage area are served by six separated leachate and run-off water collection and pumping systems. Each pumping unit includes a set of valves which are used as follows: - When the paved section is empty, the run-off water is sent to the leaching pond; and - When compost is stored on the paved section, the leachate and run-off water are sent to the holding tank having a capacity of 30,000 gallons. The wastewater collected in the holding tank can be recycled on the stored compost or trucked to the tank of the Liquid Acceptable Sludge feeding system at the Town's expenses. ' 7.5 Ventilation and Heating System ' The ventilation and heating system includes the following: The office building will be heated and cooled with a roof top air ' handling unit; - Exhaust fans will be provided for shower and restroom areas; ' - The control room will be heated and cooled with a roof top air handling unit; - The tipping building will be provided with ridge ventilators having an expected air flow capacity as per Table 7-1 . - The processing building will be provided with the following: ' Ridge ventilators having an expected air flow capacity as per Table 7-1; ' . Dust control system as per specifications of Item 18; - The composting building will be provided with the following: ' 2-112 I I I I . Compost aeration and odor control system as per specifications of Item 12; I Ridge ventilators having an expected air flow capacity as per Table 7-1; and . Ventilation system for the tunnel of the compost aeration units I consisting of two exhaust fans installed at the mid of the tunnel and two air intakes installed at the tunnel ends. The tunnel ventilation system will be designed for an expected ventilation rate I of twelve air changes per hour. The two fans will have a low speed in order to control the generation of noise. I - The screening building will be provided with ridge ventilators having an expected air flow capacity as per Table 7-1 . 7.6 Maintenance Workshop Equipment IA workshop is included in the processing building to house the equipment necessary for the maintenance of the equipment. I7.7 Laboratory Equipment The equipment necessary for the routine laboratory analysis includes: I - 1 set of glasses for chemical analysis; I - 1 set of reagents; - 2 drying ovens; I - 1 digital scale; - 1 bio-activity measurement equipment with chart recorder; I - 2 digital thermometers with sensor and cable; I - 1 digital pH meter; and - 1 air humidity meter. IThe laboratory is installed in the office building as per drawing F. I I I 2-113 TABLE 7-1 Ridge Ventilator Expected Air Flow Capacity Stack Height Temperature Difference Cubic Feet Per Minute F 5 1,080 10 1,570 15 ft. 15 1,840 1 20 2,080 25 2,240 5 1,380 10 1,800 ' 20 ft. 15 2,080 20 2,380 25 2,570 5 1,510 • 10 2,000 ' 25 ft. 15 2,290 20 2,590 25 2,780 5 1,620 10 2,160 30 ft. 15 2,510 20 2,780 25 3,020 5 1,700 ' 10 2,240 35 ft. 15 2,650 20 2,940 25 3,210 Notes: 1 . Air flow based on a nominal 10' long ventilator. ' 2. Stack height vertical rise in feet from inlets to ventilator. 3. Temperature difference between middle of air intake and ventilator with damper open. 1 ' 2-114 1 8.0 GENERAL CODES AND STANDARDS Unless otherwise specified in this Agreement, the latest editions of the following ' general codes and standards shall apply. For the equipment and materials which are imported, the equivalent available codes and standards of the country of origin shall apply. ' - All buildings and related structures shall be in compliance with the Basic Building Code (BBC) and the Uniform Building Code (UBC); ' - All welding and related work shall conform with American Welding Society (AWS) requirements; - Structural steel and related work shall conform with American Institute of Steel Construction (AISC) requirements; - Concrete and related work shall conform with American Concrete Institute (ACI) requirements; - Work shall conform to the Federal Occupational Safety and Health Act of 1970 ' (OSHA) including all amendments and supplements; - Domestic piping, plumbing and related work shall conform with the National Plumbing Code (NPC) and the State of New York and local plumbing codes; ' - Work within the scope of codes or standards comprising the American National Standards Institute (ANSI) shall conform to the minimum applicable requirements of such codes or standards; - Instrumentation, controls and related work shall conform to the Instrument Society of America (ISA) standards; - Electrical work shall conform to Institute of Electrical and Electronic Engineers (IEEE) standards, the National Electrical Manufacturers Association (NEMA), Underwriters Laboratory (UL), National Electrical Code (NEC) and local codes; - Fire protection shall meet the recommendations of National Fire Protection Association (NFPA) and any local fire codes; - Masonry related work shall conform with the National Concrete Masonry Association (NCMA) and American Concrete Institute (ACI) codes and standards; ' - The codes of the American Society for Testing Materials (ASTM), National Association of Architectural Manufacturers (NAAM) and the Steel Structures Painting Council (SSPC) shall apply. ' 2-115 1. II 1(4iNIGROLP I Ii 35 1 11, APPENDIX 7 ii 4 I 1 li g F tr4 I tx 1 }.; Io- ii s I f 1 I. i. 1 t #. f Ir. I I I I 4.0 MARKET IDENTIFICATION ' 4.1 MARKET OVERVIEW HDR Engineering, Inc. was engaged by Daneco to complete a survey of potential markets for materials recovered from the co—composting of municipal solid waste (MSW) and partially dewatered sewage sludge. ' Compost, mixed ferrous scrap and the inert materials associated with the co—composting process were all analyzed with respect to their potential uses and value in existing ' markets. Suffolk County, New York, located on eastern Long Island, was targeted as the primary area of potential market interest for the recycled materials. The Town of Southold is, by virtue of its location near the eastern tip of Long Island, limited in its viable marketing areas to Suffolk and portions of Nassau County. Transportation costs are the primary limiting factor. 4.1.1 Survey Methodology The market analysis is based upon a combination of primary contacts with potential users and background information provided by state and local governments. The primary ' considerations of the study included: — Identification of both potential users and products which may compete with compost products in the marketplace; r - Projection of the size of the potential market established by these potential users and substitution opportunities; and ' — Collection of price data concerning competing products. 4.1.2 Finished Products 1 Table 4.1.1 illustrates the expected compost products in conformance with New York State DEC specifications concerning Case I and Case II compost. The market analysis ' undertaken in this section is predicted on the project specifications identified in Table 4.1.1. In addition to those specifications, the ferrous product has been provisionally described as mixed ferrous scrap containing a certain amount of tin contamination (tin ' plated cans) and galvanized metals (zinc, chrome). The inert materials product contains crushed and ground glass, stone, ceramics, brick and sand. ITABLE 4.1.1 IProperties of Daneco Compost Product Compost NYS DOC NYS DOC I Specification Product Case I Case II Pb 250/500ppm 250ppm 1,000ppm I Cd lOppm lOppm 25ppm Ni lOppm 200ppm 25ppm Zn 600ppm 2,500ppm 2,500ppm I Hg 3ppm l0ppm l0ppm Cr 150ppm 1,OOOppm 1,000ppm Cu 220ppm 1,000ppm 1,000ppm Moisture (Wet Basis) • 45.0% None specified None specified I C/N Ratio 25:1 None specified None specified Nitrogen 0.6% None specified None specified Phosphorus as P205 0.5% None specified None specified I Potassium as K20 0.4% None specified None specified Size (Maximum) 0.39/0.98 inch 0.39 inch 0.98 inch Inerts Content 2.0% None specified None specified I pH 7.0 None specified None specified 4.1.3 Sources of Competition IThe major existing sources of competition for compost material in the Long Island regional marketplace include other composting operations and peat moss products imported from I out—of—state. At this time leaf and/or yard waste composting programs are under way or in the development stages in the town of Brookhaven, the Village of East Hampton, the Town of Oyster Bay, the Town of Islip, and the Town of Huntington. These operations will absorb a majority of the emerging compost markets on the local level including municipal public works and landfill cover supply. The other main source of competition on the Island comes from peat moss and other retail soil type products imported from Canada and the northeast United States. These products enter the nursery/landscape market on a large I scale and have a well defined market niche. Any successful compost marketing program on Long Island must have the capability of gaining market share in the nursery/landscape market. 1 4.1.4 Legislative/Political Environment In the spring of this year, New York State published a draft set of solid waste management I regulations for review and comment. These regulations that are expected to be finalized prior to the permitting of the Southold project, will directly effect any composting or co—composting programs in the state. Table 4.1.1 outlines the primary content guidelines I for Case I and Case II compost producted in the state. Co—compost finished products which meet the above mentioned content regulations will in all likelihood also be required to carry ingredient/initial source labels and be restricted from a number of end uses that I might bring them close to human interaction. I IThere is an emerging momentous both on the state regulatory level and in public opinion toward pro—recycling activities and programs. Under current New York State I procurement laws, recycled paper products are given a 10 percent price advantage/subsidy over purely virgin based paper products in competitive bidding situations. This program is an effort to develop markets for material recycled in New york. Legislative incentive may carry over into other procurement areas including such products as peat moss, topsoil, I embankment fill (inerts market), select granual fill (inerts market) and construction supplies (recycled ferrous market). At present, State Senator Bruno is working in Albany on a legislative plan aimed at providing tax incentives and reduction to entities which use I recycled materials in their operations. An unregulated program directed toward increasing the use of recycled asphalt products is ongoing in the state at this time. Programs such as these are indications of a growing momentum toward the development of a comprehensive recycling materials market incentives program in New York. The result of such a program would be extremely positive with respect to compost markets. 4.2 PUBLIC SECTOR MARKETS FOR COMPOST 1 Public entities on the state, county and local level all have particular needs for top soil/soil conditioner type products. Individual procurement methods and/or geographical I location may provide some resistance to the entrance of compost into these markets. On the federal government level; the National Park Service, which oversees Fire Island National Seashore and a number of other parks, upon questioning indicated that it had little or no need for compost at this time, but that a future use of the material for dune Imaintenance may yet evolve. Compost is being experimented with as a dune maintenance tool in parts of New England where erosion is a problem. Long Island possesses over 1,180 miles of coastline, the majority of which is faced with erosion. 1 4.2.1 The New York State Department of Transportation I The New York State Department of Transportation (NYS DOT) has indicated in a series of telephone interviews with HDR that it's Long Island operation (Region 10) uses large quantities of topsoil embankment materials and select granual fills. The use of inerts • recovered from the co—composting process as both embankment material and select 1 granual fill will be discussed in Section 4.4.1. The potential use of compost as a substitute for topsoil in some instances and as a topsoil mixing component in others is a promising market opportunity. During the first six months of 1988 and the last six months of 1987, I the NYS DOT's Region 10 utilized over 95,000 cubic yards (yd3) of topsoil under nine separate contracts. The average low bid price obtained for the material was $26.94 per yd3. State specifications require topsoil to possess a pH level between 5.5 and 7.6 while I also containing between 2 percent and 20 percent organics. The Daneco finished compost product possesses a pH level in the correct range and has an organics content much higher than required. The compost product can be potentially used as a direct substitute for topsoil in some instances and as an organic soil enhancer in others. This would result in I obtaining the stated $26.94 yd3 price for the percentage of the sales of compost used as a direct substitute and for a price in the range of $10 to $13 yd3 for compost used as a soil enhancer mixing product. A conservative projection based on NYS DOT specifications I indicates that 20 percent of the projected yearly topsoil needs I I I A. ' of the State DOT could be met using compost. This would amount to approximately 20,000 yd3 year of compost or 70 percent of the total Southold compost produced in a year. ' Flexible pricing could be used both as a tool for entering this market and for dealing with the transportation cost penalties involved with the location of the composting facility far from the center of the DOT Region. The state maintains an approved list of topsoil suppliers which is based on the candidate suppliers ability to provide consistent quantities and a quality product. 4.2.2 New York State Parks ' There exist over 75,000 acres of parks and dedicated spaces in Suffolk County (1). More than 30,045 acres of this space is New York State park land and an additional 557 acres is jointly owned state/county/local park land(1). Based on HDR conversations with the State Office of General Services in Albany, the state parks located on Long Island utilized 42 cubic yards of peat moss in 1987, purchased from the Maximillian Lerner Corporation of New York City. Procurement regulations for purchases of peat moss in volumes greater ' than 50 bales (6 foot scubed per bale) must be made through the State'(competitive bid) selected vendor who possesses the peat moss contract for the entire state for the calendar year. The volume of peat moss and other soil products purchased by the state parks at less ' than a 50 bale level is unavailable at this time. Conversations with grounds personnel at individual parks indicate that purchases of small volumes of peat moss are not generally required. A number of the parks obtain soil products as needed from the state run ' greenhouses on Long Island. The emerging trend toward recycling materials market incentives at the state level exemplified by the 10 percent recycled paper price advantage program may enable composting sources on Long Island to enter into the current statewide peat moss procurement market. ' 4.2.3 County and Municipal Markets County and local holdings account for over 34,000 acres of park land on Long Island (1). ' These parks taken in their entirety do not show a large need for soil products in that they do not possess a large percentage of groomed and planted areas. Topsoil and peat moss . requirements for individual towns have been identified by HDR through telephone interviews. These tonnages will not be discussed as potential market opportunities for out—of—town compost supplies due to the present trend toward the establishment of leaf/yard waste composting programs in individual towns on Long Island. The emerging solid waste disposal crisis on Long Island has given each town incentive for starting such program. One of the longest running and most successful leaf composting programs in the region is located in Brookhaven at the "ecology site." This facility possesses 24 acres of available space supporting 109 miles of composting rows which produce between 125,000 and 150,000 yd3 of compost per year from approximately 200,000 to 250,000 yd3 of raw leaves. The leaf compost is provided free of charge to the town public works department and to Brookhaven residents, but not to nurserymen or landscapers. The Facility Manager ' notes that "they have a difficult time keeping a supply of compost on site, because public demand for the product is so vigorous." This is good news for the overall marketing picture for compost on Long Island. It is a negative point if one is looking to market ' compost to individual municipalities. The trend toward leaf composting programs will eventually consume the majority of (1) Long Island Regional Planning Board. 1 the municipal public works market for out-of-town compost. This does not mean that the entire demand for compost will be negatively affected. This is exemplified by the ' continuing strong demand in Brookhaven. The advent of a large number of small leaf composting programs may adversely affect nursery prices for compost and peat moss in some areas. 4.3 PRIVATE SECTOR MARKETS FOR COMPOST MATERIALS The primary private sector markets for compost material on Long Island include ' nurseries/landscapers and agricultural applications. Suffolk County, New York possessed over 35,400 acres of dedicated farmland in 1986, while Nassau County possessed 1,000 acres (1). Suffolk County alone possessed over 6.7 million square feet (153 acres) of ' greenhouse sheltered space. The strength of the Long Island agricultural industry is illustrated by the 1982 revenue figures for nurseries and for the agriculture sector overall. Nurseries engaged in $42,000,000 worth of business in 1982 (1982$), while the total agriculture sector produced $93,000,000 in revenues. ' 4.3.1 Nurseries/Landscaping The combination of the large volume of greenhouse space available (4.9 ft3 per person in Suffolk County) and the large flow of revenue from the industry indicates the existence of a vibrant market for nursery goods and services on Long Island. The strength of this ' market was corroborated through HDR telephone interviews with a significant number of the nursery managers and landscape contractors operating in Suffolk County. HDR has made conservative projection of these needs for peat moss and soil product per year. Based on individual nursery usage and total market parameters, this need is projected to ' be 32,000 yd3 for nurseries at a price in the range of $15, to $29 yd3 and 5,000 yd3 for landscapers at the same price. The landscape materials need amounts to 18 percent of the total finished compost produced per year at the compost facility while the nursery ' requirements amount to 114 percent of total amount available. Nurserymen generally split their usage of soil products between in house usage for plantings and resale of bagged products to their customers. Nurserymen and landscapers indicated that they would be • willing to sell compost to their customers and use it themselves in a number of applications. An advantage compost has over chemically enhanced soils is its slow release of nutrients from its organic reservoirs. The nurserymen and landscapers noted that compost could be blended as a substitute for sand with top soil. A number of nurserymen ' also commented on the poor quality of compost presently available from yard waste/leaf composting operations. This poor quality was due to inconsistencies in the marketed product resulting from the use of the low technology straight windrowing process on the collected leaves and yard waste (no digestion, etc.). Luxury horticulture (non-agricultural application) is one of the primary markets for compost produced in successful programs in the United States today. This observation ' adds to the importance of the nursery/landscape market opportunity on Long Island. According to nurserymen on Long Island the nutrient value and growth enhancement are the most important qualities in a soil product intended for nursery use. The nurserymen ' emphasized the need for bagged compost material intended for the consumer market in small convenient amounts (6 ft 3 or less). Without adequate packaging, resistance to the sale of compost will develop. I4.3.2 Agricultural Applications I The agricultural industry in Nassau and Suffolk Counties includes from growing sod, potatoes, cabbage, cauliflower, corn, grapes and other assorted vegetables and fruits. Table 4.3.1 outlines the breakdown of individual crop acreages in the region. ITABLE 4.3.1ource - Long Island Regional Planning Board (Acreages Only) I Crop Distribution by Acreage in Long Island (Nassau and Suffolk Counties) 1 1982 1986 Potential Application Crop (Acres) (Acres) of Class 1 Compost • ITotal N/A 36,400 Partially I Potato 1,955 8,000 Yes (Satisfactory for crops that will be processed, cooked or fed to livestock, Ibut not for raw consumption. Cabbage 1,132 1,000 Yes. Same as above. ICauliflower 1,340 2,000 Yes. Same as above. Corn N/A 1,200 Yes. Same as above. IGrapes N/A 1,000 Yes. Same as above. I --Sod and Other N/A 23,200 Partially. Same as above The present draft NYS DEC solid waste management regulations stipulate that Case I compost can only be applied to acreage that will be planted with crops not destined for I direct raw human consumption. It can be used on food chain crops which are defined as crops destined for human consumption after processing and for crops grown for feed. This regulation restricts the application of Case I compost to acreage to be planted with the I above noted crops it the crops are intended for direct human consumption. Compost markets would, therefore, be restricted to use on land planted with a crop intended for the food process industry, other food processors who understand the restrictions on the crop, or as feed for farm livestock. Individual farmers, through telephone interviews with HDR, related their resistance to the application of compost from an unproven source on their land as a soil enhancer or source I of nutrients. This resistance is based on a lack of familiarity both with a co-composted product and with state regulations governing its use. A further problem discussed by one farmer was the memories of public discontent over the use of chemical fertilizers which I led to application of manure which _ I 1 I led to complaints about odors and so on. A general consensus was that one or two pilot tests of the compost on a number of crops would be required to displace their resistance to I the product. The positive aspects of a slow release of nutrients from the compost medium were also noted. The majority of the sod farmers contacted indicated that they had no real need for a compost product, they rotate their turf crops, which have a two year harvesting circuit, with both filler crops which are tilled back into the ground to replace I nutrients and soil, and with fallow fields which are left to rest for a season. Sod farmers claim that only one quarter of an inch of soil leaves the farm attached to each sod roll and that proper rotation of their corps maintains the health of their fields. A number of sod I farms were noted as small scale sources of soil products by nurserymen contacted in the HDR survey. I Based on information gathered from interviews with individual farmers, HDR projects that approximately one-third of the potato, cabbage, cauliflower, corn, and grape acreages listed in Table 4.3.1 could be pragmatically earmarked as non-direct human consumption acres. This 33 percent woul&equal 4,400 acres. If a conservative yearly compost I application rate of between 10 yd3 per acre and 30 yd3/acre is used approximately 44,000 yd3 to 132,000 yd3 of compost would be required for agricultural uses. This amount represents a substantial market when compared with the 28,300 yd3 production of finished I compost expected from the Southold facility. Initial difficulties with direct human consumption restrictions and unfamiliarity with the product should not affect the long term viability of this market. Rough estimates of the prices for compost intended for I agricultural application can range from $0/yd3 to approximately $3/yd3. These prices may rise if the operating results from a pilot program are found to be acceptable. 4.3.3 Golf Courses IHDR was not able to make contact with a substantial number of golf course operators. The operators who were contacted indicated that the soil products that they had a need I for are limited in volume and very high in quality. They require small amounts of "top dressing" which must be composed of fine particular soil high in nutrients. The small size of the top dressing market and the extra processing of the compost product which would . be required to meet golf course specifications prevents this market opportunity from being Ia viable one for compost sales. Each golf club consumes approximately 50 to 70 yd3 per year of top dressing on the average. Golf Course operators pay $50.00/yd3 for the material. I4.4 THE PUBLIC MARKET FOR INERTS I The New York State DOT Region 10 uses a substantial amount of inorganic "embankment in place" material (product 203.03 for state procurement contracts) and "select granular fill" material (product 203.07 for DOT procurement contracts). The inert product (ground; glass, sand, ceramics, brick, and stones, recoveredf during the cco-composting of MSW and sewage sludge will meet the specifications for the above-mentioned DOT materials with little or no additional processing. The DOTG's Region 10 (Long Island) utilized over 1,000,00 yd3 of "embankment in place" during the year ending in June of 1988 and over I 86,000 yd3 of "select granular fill" during the same time period. The average low bid price paid for these materials was $10.45/yd3 and $11.99/yd3, respectively. The proposed compost facility is projected to produce 3,300 tons per year or inerts which equal only a small fraction of the total market ' available. The sheer quantity of material required by the DOT, combined with the dispersed nature of DOT operations should create a viable market for the inert fraction at a good price with minimal transportation cost problems. 4.5 PRIVATE MARKETS FOR FERROUS SCRAP AND INERTS The primary private markets for the mixed ferrous scrap and the inerts recovered from the composting process are the metal scrap industry and the asphalt production industry, respectively. These two industries can be considered viable markets due to their maturity and large size. 4.5.1 Inerts Asphalt producers located on.Long Island estimate market opportunities for inerts in the asphalt production industry estimate that between 750,000 and 1,000,000 tons of asphalt per year. Asphalt contains 35 percent to 40 percent aggregate, up to 50 percent sand, and 1 percent to 2 percent mineral filler. The inerts produced in the composting process are not suitable as sand or aggregate substitutes due to the poor tar absorption qualities of brick and ceramics (glazed, therefore, non-absorbant). However, the inerts are substitutable for the mineral filler component of asphalt. The pH of the inerts may have to be adjusted to the correct level for production of high quality asphalt. One to two percent mineral fill content constitutes a 10,000 to 20,000 ton per year need for a mineral fill material. This material usually costs between $0.00 to $2.00/ton. One of the present materials used as mineral fill in asphalt is fly ash from power plants. This market can be viewed as a solid back-up to the large DOT market for inerts. 4.5.2 Ferrous Scrap Markets Many of the scrap dealers located on Long Island regularly process the yearly production (990 tons) of mixed ferrous from the proposed compost facility in one or two weeks of normal operations. This large marketing capacity establishes a viable market for the sale of mixed ferrous, but at an unknown price. The type, quality, and preparation of a load of ferrous scrap are the deciding factors when price is being calculated. A number of dealers do not accept pieces longer than 4 or 5 feet, because they lack mechanical shears for ' cutting large thicknesses of metal. Lower prices are paid for scrap contaminated with tin (from tin coated steel containers, galvanized steel, or chrome-plated steel). Scrap dealers are presently not accepting white goods due to the uncertainly surrounding the current ' Environmental Protection Agency regulation of them. Dealers also do not accept electric motors, capacitors, and transformers due to their potential hazardous waste content. Any loads possessing unacceptable items will be rejected by the dealers. The available scrap prices range from a low of $0.80 per 100 pounds for scrap heavy in tin content to $3.00 per ' 100 pounds for high grade scrap. A mixed load will obtain a price somewhere in the range between the two, most likely low in the range due to a lack of separation of scrap grades in the mixed load. ' 4.6 TRANSPORTATION COSTS ' The following Table outlines trucking transportation costs based on $1.00/mile for the cost of the truck and maintenance (20,000 miles a year using a $69,000 truck); $12.00/hour wages for the driver (including benefits; an average truck speed of 45 mph and a 30 minute total load and unload time. I TABLE 4.3 Transportation Costs ISouthold to Round Trip Distance Duration of Driver Mileage Trip and Back In Miles Trip Hours* Cost $ Cost $ Cost $ $/yd3 Jamesport 20 0.94 11.33 20 31.33 1.04 I Wildwood 40 1.38 16.67 40 56.67 1.89 Shirley 60 1.83 22.00 60 82.00 2.70 Sayville 80 2.27 27.33 80 107.30 3.57 I Central Islip Lindenhurst 100 2.72 32.67 38.00 100 132.67 4.42 120 3.16 120 158.00 5.26 Jericho 140 3.61 43.34 140 183.33 6.11 Atlantic Beach 160 4.05 48.67 160 208.67 6.95 I Manhattan 180 4.50 54.00 180 234.00 7.80 Jersey City 200 4.94 59.39 200 259.33 8.64 I *Average safe 45 mph, 30 minute load and unload. The distance a particular material (compost, ferrous, inerts) can be economically I transported depends on the price available for the particular material on the market. Some of the more dense materials (inerts) may not be transported 30 yds at a time due to restrictions on axle weights. Tonnage restrictions will substantially add to their transport costs because each truck will be limited to hauling 15 or 20 cubic yards. The average I speed of 45 mph is a conservative value for expressway driving. 4.7 MARKET SUMMARY IThe long term market outlook for the sale of compost material on Long Island is a positive one. The Southold project can utilize its position as the first large scale composter on the I . Long Island to develop a solid clientele of compost users. This clientele can be developed through the marketing of a product tailored to meet specific user needs. The packaging of compost in convenient 6 ft 3 plastic containers would be a high value first step toward developing a faithful clientele among Long Island's nurserymen. The establishment of a I pilot compost application farm to carry out growth rate and nutrient level tests on a number of different crops would to a long way toward developing a clientele among Long Island farmers. The Southold facility could reap the benefits of being in the right place at the right time if New York state recycling incentive legislation is broadened to encompass all recycled materials in addition to provisions for paper. The establishment of tax breaks and I deductions for the use of recycled goods in personal businesses could significantly raise the demand for compost, ferrous scrap, and inerts. I The primary competition facing the products recovered from the composting process possess serious weaknesses. The majority of soil and peat moss products sold on Long Island are imported from out-of-state. This leaves the market share of peat moss and I other soil materials vulnerable to potential increases in transport costs and changes in state recycling incentive laws. The compost presently being produced on Long Island in leaf/yard waste programs is not of a high enough quality to maintain a I significant share of the nursery/landscape market or the agriculture application market. The near term market outlook for the sale of compost material on Long Island is a I promising one. The total volume of identified markets for compost material is over 100,000 yd3. This market is nearly four times the projected compost production of the proposed Southold facility. The analysis of compost markets was undertaken using a conservative methodolgy to prevent double counting of the same market opportunities I (i.e., landscapers purchasing soil products from nurseries to complete projects for a state park). Attractive prices are available for compost materials in the non-agricultural sector while prices in the agricultural sector may rise when a greater consumer familiarity with I the product develops. Transportation costs on Long Island are significant, but not prohibitive for the compost materials addressed in this study. The analysis of ferrous scrap markets and inert materials markets indicates that a large I viable market exists for both of the non-compost recycled materials and that attractive prices are available for them. Transportation prices for the inert materials will tend to be higher than the costs for compost transportation due to their higher densities and Iindividual truck loading limits. I I I T Ii ' L4GUP I I I I I1 I I 1APPENDIX 8 r I li i i I I=, 1.l 1 t t 1 1 1 i j 'I 1f II ilI1 1 i M = 1 I O M N N OM MI 1 IIIII M M M OM E MI TOWN OF SOUTHOLD — CUTCHOGUE LANDFILL AGRICULTURAL MATERIAL SUMMARY (August 1987 - July 1988) AVG TONS/DAY/MONTH 10 9 8 7 6 5 4 3 .... .... .... .... 2 1 0 AUG SEP OCT NOV DEC JAN FEB MAR APR MAY JUN JUL MONTH ,, co 1-1244GROUP ENGINEERS • ARCHITECTS • PLANNERS • SCIENTISTS • SURVEYORS MELVILLE. N.Y. RIVERHEAD. N.Y. FAIRFIELD. N.J. INN - - - 1 Ir 1 - 1- I - 1- - - - - TOWN OF SOUTHOLD - CUTCHOGUE LANDFILL BRUSH MATERIAL SUMMARY (August 1987 -- July 1988) AVG TONS/DAY/MONTH 40 -- 36 30 26 20 r / / AUG1 0 /.... 0 (' 4 4 4 E2iag 4 4 4 SEP OCT NOV DEC JAN FEB MAR APR MAY JUN JUL MONTH m z X OD P IMGROU ENGINEERS • ARCHITECTS • PLANNERS • SCIENTISTS • SURVEYORS MELVILLE. N.Y. RIVERHEAD. N.Y. FAIRFIELD, N.J. — — NMI — NMI MO MI NB MI 11111 1111 — En MS MI EMI MIMI In _ TOWN OF SOUTHOLD — CUTCHOGUE LANDFILL LEAVES/GRASS MATERIAL SUMMARY (August 1987 — July 1988) AVG TONS/DAY/MONTH 26 20 • _._, 16 ... ■■■■I ■.■■l ■■■■/ 10NNONI iiiii Y r luau IIIIIIIII .. 4 SNOW • MUNI ' v i no on um N am me um um ow as in s on no a um on am u TOWN OF SOUTHOLD - CUTCHOGUE LANDFILL PAPER MATERIAL SUMMARY (August 1987 -- July 1988) AVG TONS/DAY/MONTH 4 3 2 \.... \ \ '\\\N \ \\ \ \ \ \\ \ 0 7 - I r AUG SEP OCT NOV DEC JAN FEB MAR APR MAY JUN JUL MONTH v II 1MGRDU ENGINEERS • ARCHITECTS • PLANNERS • SCIENTISTS • SURVEYORS MELVILLE. N.Y. RIVERHEAD. N.Y. FAIRFIELD. N.J. - - MN NM MB I NE r OM all r — — - - all NS NM TOWN OF SOUTHOLD - CUTCHOGUE LANDFILL GARBAGE(HOUSEHOLD) MATERIAL SUMMARY (August 1987 -- July 1988) AVG TONS/DAY/MONTH 110 100 90 . 80 • 70 60 ...• 50 ...• ' . . I... 40 ... .. •.. .. ..• ... .. I,.. .. 30 ... ..• .. .. .. .. ... .. .. ..• .... 10 .. :::: :::: :::: :::: :::: :::: :::: :::: :::: :: 0 AUG. SEP OCT NOV DEC JAN FEB MAR APR MAY JUN JUL MONTH z ' 0o CO II , 4RJU ENGINEERS • ARCHITECTS • PLANNERS • SCIENTISTS • SURVEYORS MELVILLE, N.Y. RIVERHEAD. N.Y. FAIRFIELD. N.J. NM Sill NIB MIS 111111 MI MI MS UM wis I. en um um 1. TOWN OF SOUTHOLD - CUTCHOGUE LANDFILL • RUBBISH MATERIAL SUMMARY (August 1987 - July 1988) AVG TONS/DAY/MONTH 40 • 30 20 0 4 4 4- - 4- 4j AUG SEP OCT NOV DEC JAN FEB MAR APR MAY JUN JUL MONTH m 03 03 I- MGROU ENGINEERS • ARCHITECTS • PLANNERS • SCIENTISTS • SURVEYORS MELVILLE. N.Y. NivERHGD. N.Y. FMRfIELO, N.J. I — NM In NM NIB MN — — Nil MI MO IIIIII NO ow ii. 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E • I rC c Ik: ,t t t. 1.12AG p ,..gg t Ht)LZMACHER McLENDON & MURRELL P C. I "I ENCINZIEWS • A*CHI'IECTS • PLANKS • SZENTISTS • NEI**L N.Y. R1 *MEAO. N.Y. FM LD• N.J. E & A Environmental Consultants, Inc.