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HomeMy WebLinkAbout18838-zFORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No Z-21066 Date OCTOBER 7~ 1992 THIS CERTIFIES that the building. Location of Property 69825 MAIN ROAD House No. County Tax Map No. 1000 Section 45 Subdivision ALTERATION MATTITUCK~ N.Y. Street Hamlet Block 1 Lot 11 Filed Map No. Lot No. conforms substantially to the Application for Building Per~uit heretofore filed in this office dated FEBRUARY 28~ 1990 pursuant to which Building Permit No. 18838-Z dated MARCH 5, 1990 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is ALTERATION WORK AT GRN~NPORT SUB-STATIONAS APPLIED FOR The certificate is issued to (owner) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL UNDERWRITERS CERTIFICATE NO. PLUMBERS CERTIFICATION DATED LONG ISL4~ND LIGHTING COMI~/LNY N/A Building Inspector Rev. 1/81 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL SOUTHOLD, N. Y. BUILDING PERMIT (THIS PERJ~IT MUST BE KEPT ON THE PREMISES UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) 18838 Permission is hereby granted to: o ~. -~.,..~~~.._.~ ........................ ~.:~..~...~....~ ....................................................... premises located at ..... .~.c~..~.~.~.~. ...... ~.....~....'.......~..: ....... ~'>~~ ........................ Building inspector, Fee $~... .................... Building Inspector Rev. 6/30/80 FORM NO. ,s TO~VN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL SOUTHOLD, N. ¥. BUILDING PER, AlT (THIS PERMIT MUST BE KEPT ON THE PREMISES UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) No. 15457 Z Permission is hereby granted to: ............ .... ........ ~.~.~.a~.~..~ ~ ~ ~ ........ ot pmmis~ I~ted at ............. ~ .......... County Tax Map No. 1000 Section ...... ,0_...~.....~'...... Block ........ ..C~.J ........ Lot No ........ .J.J. ............. pursuant to application doted ..... .(~..~.....~......!...~ .............. , 19..~..Jjz, and approved by the Building Inspector. Fee $.~..: ............ Building Inspector Re~ 6/3D/BO Form No. 6 TOWN OF SOUTUOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OP OCCUPANCY This application must be filled in by typewriter OR ink and submitted to the building inspector with the following: for new building or new use: 1. Final survey of property with accurate location of all buildings, property lines, streets, and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal(S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/i0 of I% lead. 5. Commercial building, industrial building, multiple residences and similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. For existing buildings (prior to April 9, 1957) non-cOnforming uses, or buildings and Ppre-existing" land uses: i. Accurate survey of property showing all property lines, streets, building and unusual natural or topographic features. 2. A properly completed application and a consent to inspect signed by the applicant. If a Certificate of Occupancy is denied, the Building Inspector shall state the reasons therefor in writing to the applicant. 1, Certificate of Occupancy - New dwelling $25.00, Additions to dwelling $25.00, Alterations to dwelling $25.00, Swimming pool $25.00, Accessory building $25.00, Additions to accessory building $25.00. Businesses $50.00. 2. Certificate of Occupancy on Pre-existing Building - $100.00 3. Copy of Certificate of Occupancy - $5.00 over 5 years - $10.00 4. Updated Certificate of 0ceupancy - $50.00 5. Temporary Certificate of Occopancy- Residential $15.00, Commercial $15.00 ate ........ .......................... ~w Construction ........... Old Or Pre-existing Building ................. pcation of Property...~ ....... . ~ain. Road ............... .. . ..... . C~senpo~;.............. Ilouse No. Street Hamlet ~wer or Owners of Property ......................................................LoD~ Island Lighting Company ........... unty Tax Map No I000, Section .... PJ~ ....... Block .... 9~ .......... Lot .... !! .......... .,... .. bdivision ........ ~% .............. ........... Filed Map ............ N/A Lot.. ......... N~ .......... rmi~ No 18838 ...Date Of Permit. 3/5/90 - Ion Island alth Dept. Approval ..... . ~(~. . ............... Underwriters Approval.......N/A...... ......... . . . anning Board Approval .... ~/~.. .............. . . ~uest for: Temporary Certificate ........ Final Certica~e. x (516) 391-6052 LONG ISLAND LIGHTING COMPANY 445 Broad Hollow Road, Melville, NY 11747 September 29, 1992 The Town of Southold Building Department Town Hall Southold, NY Attn: Victor Lessard Building Inspector Re: Old Permit # 18838Z Buell-Southold Substation 69IfV Cable W.O. # 10-42010-001 Dear Mr. Lessard: The Long Island Lighting Company is trying to close out their old permit files. In doing so, we find that a Certificate of Completion was either never sent by the Town of never received by LILCO Permit Division. Attached please find copy of Form No. 6, Permit ~ 18838Z, and LILCO's "as built" survey and/or Plot Plan drawing # Q-10736 s0-67. Also enclosed is LILCO check number 10609 for $50.00 to cover the Certificate of Completion fees. Please forward the "Certificate of Completion" to my attention at the above address and/or call me when ready and it will be picked up. If additional information is required, please do not hesitate to contact me. Very truly yours, Edward Lovetere Permit Division EL/mc-1612 Attachment '~OUND~TION {1st) ~OUNDATION I 2nd ) '~OUGH FRAME & PLUMBING iNSULATION PER N. STATE ENERGY CODE FINAL ADDITIONAL COMMENTS: (516)420-6052 LONG ISLAND LIGHTING COMPANY 1660 Walt Whitman Road, Melville, NY 11747 February 28, 1990 Town of Southold Building Department 53095 Main Road Southold, New York 11971 Attn: Mr. Victor Lessard, Building Inspector RE: Southold Substation Dear Mr. Lessard: On October 31, 1986, the Building Department of the Town of Southold issue Permit #15457Z for planned work at LILCO's Southold Electric Substation. Only a portion of the proposed work was ever done, i.e. the fence moved out and the pipe for the cable installed. The permit expired and was never formerly closed out. As we recently discussed, LILCO is anticipating activation of the Buell-Southold 69kV cable project in the near future and is attempting to up date all the necessary permits. Please issue a new permit identical to Permit #154572. LILCO check #10136 in the amount of $100 is attached to cover the permit fee. As requested, I an including two (2) updated drawings of the substations. The work areas are highlight for ready reference. The "Proposed Oil Pumping Facility" has been deleted from the project and has been removed from the drawings. Since 1986, the necessity for additional electronic/communication gear is requiring the expansion of the control house. That expansion is shown on the revised attached drawing and will be constructed under the permit to be issued. If any additional information is required, please do not hesitate to contact me. Very truly yours, Maurice P. Fitz~ald, P.E. Manager - Permits Division MPF/mc Attachment ..... I I PLAN 34'-0" x c] n / REINFORCED CONCRETE FOUNDATION ELEVATION UNIT TO BE ENCLOSED IN A 'SELF SUPPORTED WEATHER PROOF INSULATED HOUSING. TYPICAL OIL PRESSURIZING UNIT W.O. Na ...................................... J Drawn by..T.B.KETCMAM,.....,,I ' App'd by ...................................... LONG ISLAND LIGHTING COMPANY cvul°l'r 5 175 EAST OLD COUNTRY ROAD HICKSVILLE, NEW YORK Office of Engineering PAGE 9 Buell-Southold 69 kV Underground Cable System Project Summary Long Island Lighting Company Environmental Engineering Department March 1, 1986 Table of Contents 1.0 Introduction 2.0 Purpose and Necessity 3.0 Location of Project 4.0 Project Design 5.0 Construction Program 6.0 Key Environmental Factors 6.1 Cable Fluid 6.2 Aquatic and Land Use Features 6.2.1 Aquatic Crossings 6.2.2 Land Use 7.0 Alternatives 7.1 Overhead Transmission 7.2 Solid Dielectric Underground Cable 8.0 Summary and Conclusion 9.0 Appendices Appendix A - Route Map Appendix B - References Appendix C - List of Agencies Receiving Project Page 1 1 2 3 3 5 5 6 6 7 8 8 8 8 Sun=nary/Environmental Permits Required 1.0 Introduction This Project Summary Report for the installation of the Buell-Southold underground pipe-type cable system has been prepared in support of applications for the various environmental permits necessary for the construction and implementation of the proposed project. Because the cable is designed to operate at 69kV (69 thousand volts) it is not subject to regulations stemming from Article VII of New York State Public Service Law; those regulations have a 100kV threshold. 2.0 Purpose and Necessity The Long Island Lighting Company is proposing to build a 69kV transmission line from Southotd to East Hampton in order to meet the existing electric load and to increase the reliability of the electric system on the eastern end of Long Island, as this load continues to grow. Average system load growth has been 1-2% over the last few years. However, east end electric load growth of 7% annually during the past five years has severely strained the ability of the existing transmission system to supply the area's peak loads, particularly in the Town of East Hampton. LILCO has compensated for this load growth to the maximum degree possible by running expensive distillate oil-fired peaking generation at Buell (East Hampton) and Montauk for extended periods. Nevertheless, during hours of heavy electric use on about 60 days during the year, a single line outage on the 69kV supply between LILCO's Tiana and Buell Substations could result in line damage on the remaining circuit and a local blackout of significant duration. Delays in implementing improvements for the area will compound the existing operating problems because the experienced load growth rate is expected to continue for at least the next few years. Actual construction is scheduled to begin in February 1987 following completion of preliminary engineering and procurement, which have been initiated. The projected completion date is April 1989 in order for the system to be available to help meet the peak summer electrical loads. - 1 - 3.0 Location of Project The proposed underground transmission line between Buell Substation in East Hampton and Southold Substation near Greenport runs generally north and south and follows state Route 114 for most of the route (See Appendix A for Route Maps). The total approximate length of this cable will be sixteen and a half miles, including three submarine crossings. Beginning from Buell Substation, the cable heads northwest on Route 114 approximately four and a half miles to the Village of Sag Harbor. In the village, the route bypasses the business district by heading north on Hempstead Street and north again on Bay Street to the first submarine crossing at Sag Harbor Cove. The distance within the village is approximately one and a half miles. Following the 800 foot submarine crossing east of the bridge, the cable continues north on Route 114, here known as Ferry Road, through North Haven, a distance of three miles, to the terminal for the south ferry to Shelter Island. A 2,000 foot submarine crossing of Shelter Island Sound, east of the south ferry route, brings the cable to Shelter Island. On the island, the cable continues to follow Route 114 north to the intersection of Ferry Road and Ram Head Road. While Route 114 turns west, the cable continues north on Ram Island Road, also known as St. Mary's Road, until the third intersection where it, too, turns west, onto Manwaring Road. The cable heads west on this road, which changes names from Manwaring Road to Ferry Road, to Crescent Beach and the final submarine crossing. The distance on Shelter Island is four and a third miles. This third crossing, from Crescent Beach, Shelter Island to Conkling Point, Southold, is 3,400 feet long and generally parallels the route of the existing distribution cable crossing. The cable comes ashore at Island View Lane and immediately turns north onto Bay Shore Road which continues onto Kerwin Boulevard, passing under the LIRR street level crossing, to Route 25. This distance is approximately a mile and a half. On Route 25 the cable heads east approximately a quarter mile to the Southold Substation just west of Chapel Lane. 4.0 Project Design The proposed underground transmission cable between Buell and Southold will be 1500 kmil, 69 kV standard pipe-type cable. On land, the system will consist of three single conductor cables in one 6 5/8" diameter by 1/4" wall steel pipe coated for cathodic protection. Two pipes (one a spare) with 1 1/2" thick concrete coatings will be installed at the submarine crossings. Spare pipe has been included in the submarine sections of the route to expedite restoration in the event of a failure at one of the three cable crossings. On land, the pipe will be buried with about 3 feet of cover. At the submarine crossings, the pipe will be buried at a depth of approximately 5 feet. Manholes will be spaced about 3,000 - 4,000'apart, a distance dictated by the reel size that can be accommodated by available cable reel trailers and by the permissible cable pulling tensions. The cable's pipe will be filled with insulating fluid at a nominal pressure of 200 psi, maintained by a pumping plant with a reservoir at each end of the circuit in the substations. Leaks in such installations are extremely rare and the use of an environmentally benign insulating fluid will ensure a minimal environmental impact should a significant leak occur. (See Section 6.1 for additional information on the characteristics of the proposed fluids.) LILCO's construction forces have installed several similar transmission lines on land and three domestic manufacturers are capable of supplying the cable. The submarine crossing conduits will be installed by a marine contractor. 5.0 Construction Program Construction is accomplished in four sequential phases: o Manhole and Pipe Installation (Land and Marine) o Cable Pulling o Splicing o Filling Line with Insulating Fluid Manholes and pipe installation on the land sections will be in conformance with all permit requirements and generally accepted installation practices. Typical installation practice would involve such construction equipment as backhoes, truck mounted cranes, hydraulic cranes, front end loaders, dump and flat bodied trucks to install the pipe in a nominal 3 foot wide by 4 foot deep trench generally located in the shoulder area of the roads - 3 - along the route. Work will be progressed in a safe and expeditious manner with regard to traffic control and safety to the general public and scheduled so as to avoid the peak traffic periods associated with summer recreation. Work period for this portion of the project is expected to span 12 to 15 months. Marine installation of the cable will involve pre-excavation of a nominal 5 foot deep trench along the bottom of each water crossing on the route by clamshell or drag line bucket, operated from a crane mounted on a barge. Excavated material will be sidecast for later use as back fill over the cable. Pipe may be installed from a lay barge or pre-staged on shore and floated or pulled across to the opposite shore into the prepared trench. After pipe installation, backfilling will be accomplished in similar fashion to excavation. The sidecast materials will be used to restore the trench to the original bottom contour. A final decision on specific methods of marine installation will be dependent on preference of the successful bidding contractor. Marine work will conform to all permit requirements and all U.S. Coast Guard regulations and will be progressed in a manner to minimize impact on boating and recreational activity in the designated areas. It is estimated that the marine portion of pipe installation will have a duration of 9 to 12 months. Cable pulling will be accomplished by positioning a reel trailer at one manhole and setting up a winch at an adjacent manhole about 3,000 feet away. Although each pull duration is expected to be one day, a three month window is allowed in the project's schedule to cover inclement weather and set up time for each pull (about 30 in all). After the cables are pulled, splicing proceeds in each manhole to connect adjacent cable sections. Splicing is a continuous around-the-clock operation spanning three days per splice. It requires a trailer outfitted with tools and equipment to be positioned over each manhole to support the splice crews in this operation. Ail splicing is expected to be completed in 10 to 12 weeks following cable pulling. Cable filling with insulating fluid generally requires four or five days of continuous activity, mostly concentrated at the cable terminals and several manhole locations along the route. Both the splicing and filling operation are planned to minimize impact on the lifestyle of the residents and traffic conditions and to insure general safety of the public. - 4 - 6.0 Key Environmental Factors 6.1 Cable Insulating Fluids The cable insulating fluid for the proposed Buell - Southold Project is specified to be either Low Viscosity Polybutene (LVP), or Dichevrol 100 (DO 100). Both have undergone bioassay testing and have been found to be environmentally safe. LVP is a colorless, odorless liquid with a slightly oily feel. It is relatively insoluble in water, has low vapor pressure, and a quite-high flash point of 265~F. LVP is classified as a Class IIIB combustible liquid under the Rules and Regulations of the Federal Occupational Safety and Health Administration and by the National Fire Protection Association, and is excluded from special handling and storage requirements of lower flash point combustible and flammable liquids. LVP has undergone extensive environmental assessment by Federal and New York State regulatory agencies and was approved for use in the Dunwoodie-Glenwood underground- underwater transmission line. (See Appendix B, References.) Toxicity tests conducted on several animal species have indicated that LVP produces no discernible effects on these organisms when the material is ingested. LVP is biodegradable in the aquatic environment~ therefore, in the unlikely event of a pipe leak, there would be no long term serious degradation of environmental quality. None of the deterious effects of residues generally associated with spills of petroleum products would be found, as LVP is very similar to clean mineral oil. The absence of animal toxicity, combined with the compound's known chemical identity and purity, permit the conclusion that LVP is as safe as ordinary white mineral oil, which it closely resembles. It is approved by the Food and Drug Administration for use as a lubricant in food processing machines. Dichevrol 100 (DO 100), a branched alkylbenzene, is similar in many properties to LVP. DO 100 is a water white, viscous liquid with an oily feel. It is insoluble in water, has a low vapor pressure and a somewhat higher flash point of 310°F. Like LVP, DO 100 has exhibited no animal toxicity in bioassays with aquatic organisms. It, too, should be as safe as ordinary white mineral oil, which it also resembles. - 5 - The selection of either LVP or DO 100 as the cable fluid of choice will depend on availability and cost when the purchase is made. 6.2 Aquatic and Land Use Features 6.2.1 Aquatic Crossinss The proposed cable route makes three submarine crossings which total about 6,200 feet in length. The southern crossing, Sag Harbor Cove, is an 800 foot run across Sag Harbor Cove on the northeast side of the existing bridge. The maximum water depth is approximately 12' (MLW). The bottom is largely coarse sand with occasional isolated pockets of finer sands along with smaller amounts of silt and clay. Percent composition of the three fractions average: sand - 90%; silt - 5%; clay 5%. Grab samples taken in January 1986 indicated isolated patches of heavy concentrations of empty shell debris. Live organisms are limited to a few mud crabs, chitons, starfish, slipper shells, near nut shells and anemones. No concentrations of clams, oysters or scallops were found. Tidal currents are estimated at about 1 1/2 knots at strength of tide. Shorelines on both sides of the crossing are sandy beaches or rip-rapped bridge structures. The only wetlands vegetation present is a small stand of Spartina alterniflora which is located at the southeast corner of the bridge. It will be bypassed by the proposed crossing route. The middle crossing, between North Haven Peninsula and Shelter Island, is a 2,000 foot run proposed to be located along a line approximately 100 feet to the east of the South Ferry Company's terminals. Maximum water depths of approximately 42 feet occupy the center one-third of the crossing. Currents are quite strong, running at better than 2~ knots at strength of tide, preventing the accumulation of fine sediments or dense organism communities. The bottom is composed of coarse materials whose nature required sampling by dredge rather than by grab. Samples showed as much as 90 percent of the bottom to be stones up to 6 inches in diameter. Smaller fractions were found in the - 6 - 6.2.2 proportions: sand - 89.9%, silt - 7.2%, clay 2.8%. Live organisms, found in very low densities, were limited to a few slipper shells and paper spoon shells. No commercial shellfish were found. Both landfalls are across sandy beaches with no wetland vegetation present. The north crossing runs 3,400 feet from Crescent Beach on Shelter Island to Conkling Point in Southold. It follows an existing submarine cable crossing route which is indicated on NOS navigation chart No. 12358. Maximum depths are approximately 85 feet at the middle and southern part of the crossing, shallowing to about 30 feet and less at the northern end. As with the middle crossing, currents run at better than 2~ knots, and the bottom is composed of coarse materials dominated by stones (about 50%). Finer materials, where present, are in the proportions: sand - 84.3%, silt - 9.5%, clay - 6.3%. The benthic community at this crossing was a bit more diverse and populous than at the other two, but was still limited by high currents and hard substrate. Organisms found in greatest abundance were slipper shells, near nut shells and mud crabs. Land Use The proposed transmission line will be located entirely underground, either within existing roadways or along the shoulder of these roads. There will be no visible, above ground structures with the exception of the two oil pumping stations and reservoirs which will be located entirely within the electric substations. There are both mapped and unmapped freshwater wetlands adjacent to some of the roadway used as the cable route. The location of the cable within the roadway or shoulder will avoid any impact on these wetlands. - 7 ~ 7.0 Alternatives 8.0 7.1 Overhead Transmission An overhead transmission line has been ruled out because the Town of Shelter Island and the Village of North Haven have ordinances which prohibit new overhead electric transmission construction. In addition, in response to the Company's inquiry, the Towns of East Hampton and Southampton, and the Village of Sag Harbor have informed the Company that they are opposed to overhead construction for this line. 7.2 Solid Dielectric Under,round Cable The Company has conducted an engineering and economic analysis of solid dielectric vs. pipe-type cable. That analysis showed a very small economic advantage for the solid dielectric cable that was easily outweighed by the superior reliability of the pipe-type cable. Environmentally, the construction of the pipe-type cable involves considerably less disturbance because of the smaller (width) trench required for installation. In terms of operational environmental impacts, the only difference is the small potential for a leak of the dielectric fluid from the pipe-type cable. This is mitigated by the choice of insulating fluids, which are considered "environmentally safe" on the basis of extensive environmental assessment including animal toxicity tests. Summary and Conclusion In order to increase the reliability of electric service to Long Island's east end, the Long Island Lighting Company proposes to construct a 69kV underground transmission line to connect the Southold Substation on the north fork with the Buell Substation in East Hampton on the south fork. The 16-1/2 mile long route, which includes three submarine crossings, follows existing roads and highways. It will be buried along its entire length, including the submarine crossings. The line will be a standard steel walled, pipe-type cable filled with an insulating fluid selected for its environmental compatibility. Construction is proposed for the period February 1987 to March 1989, but only a short length of roadway will be open at any one time. Work will be scheduled to avoid disruption of land~ and boat traffic during peak summer travel periods. Once completed, the project will have no visual impact. Potential for environmental impact during construction is minimal because the line will be buried within existing roadways or along their shoulders, thereby avoiding several adjacent freshwater and tidal wetlands. Impacts at the water crossings will likewise be minimal because of the absence of vulnerable tidal wetlands at the crossing landfalls, and minimal benthic populations or commercial shellfish along the proposed routes. New York State Department of Environmental Conservation guidelines for determining compatibility of projects with wetlands, find that installation of underground electric utilities involving restoration of existing ground elevations is generally compatible, and a permit is required. The nature of this project will not substantially alter or impair natural conditions or functions of any tidal wetlands. The project is fully consistent with the policies of New York's Coastal Zone Management Plan and proposed waterfront revitalization plans of several local agencies. All municipalities along the route and all regulatory agencies having jurisdiction are being notified of the project. A list of these agencies is included in Appendix C. - 9 - APPENDIX A Route Maps APP/./CA T/OM ~Y' Z ONG 15L A,VD L/G/4T/NG CO. N tSO0 ~T. ~?PLICA TION ~' t~/CKS W£~ NE V/YO~K P~ O POSEO 'S UL~MA~IAIE COAIDUI T~ ~ELT~R 15LA~O AND NO~T~ COUNTY OF i. ooi~ ~,,vG ~.oo 0 ZOo I APPLICA~IOH ~ P~O~S6D ~USMA~IHE ~O~DU/T. LO~ ISL 4N~ ~lqHrlH~ CO CRO~/N~ C~A~L BETWEEN HIC~SvI~ ~ N6~ YO~K NO~TN R~VEH AND ~ APPENDIX B REFERENCES Alexander, J.E., 1973. A Study of the Solubility of LVP in Seawater. Prepared for the Long Island Lighting Company. New York Ocean Science Laboratory. Montauk, New York Biospherics Inc. 1984. The Acute Toxicity of Dichevrol 100 to Rainbow Trout (Salmo ~airdneri). Prepared for Chevron--~ironmental ealth Care Center, Inc. Richmond, California Biospherics Inc. 1984. The Acute Toxicity of Dichevrol 100 to Sheepshead Minnow (Cyprinodon variegatus). Prepared for Chevron Environmental Health Care Center, Inc. Richmond, California Cosden Oil and Chemical Company, 1986. Cosden Polyvis Polybutenes, Technical Bulletin, Number 43, Windsor, New Jersey Food and Drug Research Laboratories, 1986. Feeding Studies with Polyvis - SH on Rats and Dogs. Submitted to Cosden Oil and Chemical Company. Maspeth, New York Leibovitz, L, 1972. Toxicity Studies of Low Viscosity Polybutene (LVP) in %~ite Pekin Ducks. Cornell University Duck Research Laboratory. Eastport, L.I., New York Quirk, Lawler and Matusky Engineers, 1972. Analysis of Possible Toxic Effects of Low Viscosity Polybutene (LVP) on Fundulus heteroclitus and Artemia salina. U.S. Army Engineer District, 1975. Final Environmental Statement: Proposed Con Edison - Long Island Lighting Company's Power Transmission Cable, New York, New York. (Dunwoodie Glenwood). APPENDIX C AGENCIES RECEIVING pROJECT SUMMARY/ENVIRON~fENTAL PEP~ITS REQUIRED U. S. Army Corps of Engineers Permit Required New York State Department of Environmental Conservation - Wetlands and Dewatering Permits Required New York State Department of State - Statement of Consistency with Coastal Management Plan Required. Suffolk County Department of Health Services Permit required under Article 12 of Sanitary Code (Oil Pumping Stations) Town of Southold - Wetlands Permit Required Town of Shelter Island ~ No Environmental Permit Required Town of East Hampton - No Environmental Permit Required Town of Southampton - No Environmental Permit Required Village of North Haven - No Environmental Permit Required Village of Sag Harbor - No Environmental Permit Required (516)420-6052 LONG ISLAND LIGHTING COMP/~I~/ 1660 Walt Whitman Road, Melville, N. Y. 11747 October 16, 1986 Town of Southold Office of Building Inspector P. O. Box 728 Town Hall Southold, New York 11971 Attention: Mr. Victor Lessard Executive Administrator RE: Buell-Southoid 69kV Underground Cable System Dear Mr. Lessard: The Long Island Lighting Company is in the planning and engineering phase of the construction of a 69kV underground cable to connect it's Southold Substation on the North Fork in the Town of Southold with it's Buell Substation on the South Fork in the Town of East Hampton. A copy of the Project Summary, which has been delivered to all the Town Supervisors and Village Mayors that are effected by this project, is enclosed for your reference. Attached is a Building Permit Application and three copies of LILCO Drawing F-27481-8. This drawing has the proposed facilities for the cable terminal at LILCO's Southold Substation highlighted. The "Proposed Oil Pumping Facility" shown on F-27481-8 will be similar to the "Typical Oil Pressurizing Unit" shown on attached Exhibit 5. The design of this unit is presently in the conceptional stage and design details are not available at the present time. The design will meet all the requirements of Suffolk County's Department of Health's Article XII. When the Article XII Permit has been received, a copy will be sent to you for your records. LILCO Check No. 9798 is attached to cover the Building Permit fee. If there are any questions regarding this project, please do not hesitate to contact me. MPF/pm Very truly yours, Maurice P. Fitz~ald P.E. Attachments ° FORM NO. 1 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL SOUTHOLD, N.Y. 11971 · ~' TEL.: 765-180;3 Disapproved a/c ..................................... (Building Inspector) APPLICATION FOR BUILDING PERMIT Date . .S.c. [, .tg.m.b' e..r..4. ·.., 1913 INSTRUCTIONS a. Tins application must be completely filled in by typewriter or in ink and submitted to the Building Inspector, wit sets of plans, accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises, relationship to adjoining premises or public sir, or areas, and giving a detailed description of layout of property must be drawn on the diagram which is part of this ap cation. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application, the Building inspector will issued a Building Permit to the applicant. Such per shall be kept on the premises available for inspection throughout the work. e. No building shall be occupied or used in whole or in part for any purpose whatever until a Certificate of Occupa~ shall have been granted by the Building Inspector. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to Building Zone Ordinance of the Town of Southold, Suffolk County, New York, and other applicable Laws, Ordinance: Regulations, for the construction of buildings, additions or alterations, or for removal or demolition, as herein descrilc The applicant agrees to comply with all applicable laws, ordinances, building code, housing code, and regulations, ann admit authorized inspectors on premises and in building for necessary inspections. ....L.o.n. ¢..I.s. 1..a.n.d...L.ig.h.t..i .n~ .C.o..mp.aAw ...... (~i~nature of applicant, or name, if a corporation) T5 East Old Country Road !o. rk.. ....... (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, en~neer, general contractor, electrician, plumber or buik Owner Name of owner of premises ...... .L.o.n.g...Z.s.]:.a..n.d..L..i..~.h}.i.n.g..O.o. rgp.a.n,y' ............................... (as on the tax roll or latest deed) .~nt is~a corpop¥,~n, ~gnature off__ed officer. Builder's License No .......................... Plumber's License No ......................... Electrician's License No ....................... LILCO to perform work Other Trade's License No ...................... 1. Location ofland on which proposed work will be done. Main Road, 431.34 ft. south of Chapel Lane Southold ltouse Number Street Hamlet . County Tax/vlap No. 1000 Section ........ 4..5 ........ Block ........ .1 ......'... Lot ..... ].l ......... Subdivision ................. .N/.A. ................ Filed Map No. .N../.A .......... Lot . . . lxI/~ ...... (Name) 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy ...EAe. c..t.r.i.c., p.i.s.t.r..i.b.u.t. ~?.n..S.u..b.s.t.a.t..ig.n.,...u.n.a.t.t..e.n.d.e.d. ........... b. Intended use and occupancy . .S.s, n3e. a.a. '.'a!' ................................................... 3. Nature of work (check wbAch applicable): New Building .......... Addition....x. ..... Alteration .......... Repair ' Removal .............. Demolition .............. Other Work ............... (Description) 4. Estimated Cost ...................................... Fee ...................................... ~ (to be paid on filing this application) 5. If dwelling, number of dwelling units - Number of dwelling units on each floor ...... r ......... If garage, number of cars .............. :- ......................................................... 6. If business, commercial or mixed occupancy, spe~if2y ~a~ure and extent of egch type of use .E.} .eg.t.l~.~9. P.k.s..t r.i.b.u, t 7. Dimensions of existing structures, if any: Front ....... : ....... Rear52 ....~: ....... Depth .2.4...FR, ........ Height .... .5.5..~.g.: .... Number of Stories . .q .n.e ................................................... Dimensions of same structure with alterations or additions: Front ...... :- .......... Rear ..... -. ............ Depth ....... .-. ............. Height ...... ~ 7'. '~r ........... Number of Stories ......... -. ......... D s~ ns ewc n ructi n'Fr 9 -2 9'-2" 3q'-O" .... 8. imen 'o of entire n o st o . ont ............... Rear ............... Depth ............... Height . .Z1, C) .t :-.51 ...... Number of Stories . .. Q~.e ................ . .................................. 9. Size ofl~ot: Front .. ¢1.6.,50. £.~ ......... Rear .... ~16.~.60. f.t ....... Depth .~/.S...6.qS.,.L}.7..~.%.:...,.. ~,, Dat, o£rmci~ase .. ~.g..~¥~.-~.~tb~-.~. ........... Name o~ l-onner owner . !~P.~. ............ E./. 9..~2.4..?.Q 1 !.Zone or use district in which premises are situated..B.--.L.i.g.h.t..B.u..s.i.n.e..s .s .......... .A.v.a.i. 1. .a .b .l. e. ............ 12. Does proposed construction violate any zoning law, ordinance or regulation: .... .N.o .......................... 13. Will lot be regraded ............................ Will excess fill be removed from ,~remises: Yes No *~ ~ofOwn~-~,r,,-~mise~ LILCO aaar~¢ 175 E. 01cT U-ouh~,,~q~a (51b) 933-~5: 14 .......... v ....... ~++'~'d .................. H" ' 'gQill'd "N' ~( [~'~[~1~'1 ............... Name of Arehltect ........... LIL~'~ .......... Address ...... ,~ ............ Phone ~o ......... ,, ...... Name of Contractor .......................... Address ...... ,~ ............ Phone No ......... ,, ...... PLOT DIAGRAM Locate cleaxly and distinctly ail buildings, whether existing or proposed, and. indicate all set-back dimensions from property lines. Give street and block number or description according to deed, and show street names and indicate whether interior or corner lot. For Details See LILCO Drawin~ F-27481-8 STATE OF NEW YORK, S.S COUNTY OF ................. ......... g.o..h.n..A.:. ?(e.i. s. .m .a .n?. l. .e ................... being duly sworn, deposes and says that he is the applicant (Name of individual signing contract) above named. He is the . .V.i. ? .e..P..~ .e .s.i.d.e.n..g ....................................................................... (Contractor, agent, corporate officer, etc.) ~f said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief; and that the ~ork will be performed in the manner set forth in the application filed therewith. ~worn to before me this . / qualified In Nassau Courgy Commission expires Mar, :t0, 19.0..£ (~hn A. Weismantle, Vice President