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HomeMy WebLinkAboutTR-5917 Board Of SoutholdTown Trustees SOUTHOLD, NEW YORK PERMIT NO. .. ~'I? DATE: ...":I~)'.26'....~~04 ISSUED TO .........~.I1..~.~?~~....S.<?~.~!.Y...'!l.':::r..E:~...'::~.T':l.9.~~.:r.x..... 1\utqnrilatintt Pursuant to the provisions of Chapter 615 of the law¡ of the State of New York, 1893: and Chapter 404 of the law¡ of the State of New York 1952: and the Southold Town Ordinance en- titled "REGULATING AND THE PLACING OF OBSTRUCTIONS IN AND ON TOWN WATERS AND PUBUC LANDS and the REMOVAL OF SAND, GRAVEL· OR OTHER MATERIALS FROM LANDS UNDER TOWN WATERS:~' and in accordance with the Resolution of The Board adopted at a meeting held on ..~~Y...~~~.. . z.0.~.~.. and in consideration of the sum of $...2S.~..~.00. paid by .. ...... .......?.'1:~.f.?.r.~.c.().':1.'1.~.Y.....Ì'l.".~"'¡:-. .i\':ltl:>:()~~~Y..................................................... of ...........?.":l<c.cJ:":1."'........................ . N. Y. and subject to the Terms and Conditions listed on the reverse side hereof, of Southold Town Trustees authorizes and permits the foRowlng: Wetland Permit to install a 12" HDPE water· main parallel to North Bayvlew under Goose Creek to support increased fire protection and domestic flow, and all as depicted on the plan. prepared by Suffolk County. Wª'te;r Authority dated 1/291.04 aU in a<:cordance with the életaì\ed specifications as presentéd in . the originating apptecation. IN WITNESS WHEREOF, The said Board of TMtees here- by causes its Corporate Seal to be affixed, and these presents to be subscn'bed bye· majority of the said Board as of this date. . . I -7-~ J¿j/ - Tl'lUlfer . -.. . ~ . .- TERMS and CONDmONS 1'/je I'MDittee Suffolk County Water Authority v"''Ogat P.O. Box 38. Oakdale. N. Y., as pm 01 the coosidaaIioa tOt che .....- 01 che Pamk does 1IØd.a'-' aocI poucdbe to the 101- 1ówIø&: 1. That che Slid JIoard 01 T~ aad che Town 01 Sooocholcl are Idated from any aad all damages, oe daIms toe damages, of .... uWÞ&. ofiœcdJ oe Iodincd, as . ~ of any ~. adoa peáoaaedt-......t 10 chis ...... aadtbuådP-nl"'ef·wiIJ, 11£ Ills ar her CIWD. ~s¡.eo)K. cIeleod U,1 aad III JUCb 1IÚIJ· nIf oqð bt tbWf'&Ida, lad che Slid" 10..... , J faIll.åWIk)' wfch mpea "-0. CD che «v, f"ete n . "loco of che &ucI oi n-. oi che Tøwø 01 ~d 2. That chIa I'eaDIt Is wild foe . ¡.edod of 24 -. ftIds- Is ~ ... -~ to be che eø!-ted time· required 10 ØICIIfIete che wwk lawl__ tJUt·1boaJd ~"P'f -. request 1M an 1.1 '..... _y be IIIIOIe 10 the Ðoad at a bœt -. 3. That chis I'eIøût IbouId be rciaIøecI iaclef/okd,. or u Ioog as che Slid i" I ¡"et wbbCs 10 . mol....ln cbe muaure or project lavolved, to proride evideaœ (0 anyoae coaœmod tb2t aøch- «izatioo - or/siøaIIl ""tf'....d <I. That die wwk iaTolved wØ1 be lUbject to cbe ,~ lad apfI'OftI oi the IIoerd oe fa agents, aad ~"'''C'' with che pwrisioøs 01 cbe nrIs/-.., ."..~ -r be aase foe œwocaØoa of chis PeaDit bt ~doa 01 che said BomI. S. That cbeœ wØ1 be 110 ....,....,...."'e inlerf_ with na-rigIdon as a ...& 01 che wwk herein aùtborized. . 6. That chete sba1I be I1Ø imaf_ with the rip 01 the puWc to pass .œ .. aIaag che beach l>e(n.&1II8h aad low _ møb. . 7. That Illucure ~ oi che Town of So.Ö!oM nqaIœ ... --'- ud/oe a1~ "'19'" Iø che '0--...... oicbe wwk t.enin _~ IÞ'~ or If, in che .,.woa oi* Boaaf oi n-. cbe. wad; sba11 _ _"'f' ~ to f_ ønigaion. che aid P " ,I".,.. wØ1 be ~ ..-. due aodœ. 10 ___ ar .-r chis woØ: .. project herein .... .kL..ut csreoscl 10 the Towa . oi SoachoIcI. . 8. That che aid Board wØ1 be ,..vI1W bt the lW,n¡c~ ot cbe' ~". Of che wade aøch- ocåecI. 9. That the .~ wØ1 .. III ocher peaaia aocI eo . 6It .., be ..qwW . ",_n,.' 10 chis peøaIt ~ ..,.a.e IIIbJect to tn'O/re upaa úJIaœ 10 oIIcåø _ - !. E , ·;~-.~,,~,~~'-----'-.-.-i-.----¡-.-.-·~-.-_··,~·.··.-;--v--;-~ , ,-~.. , .-.~ . . . . Albert J. Krupski, President James King, Vice-President Artie Foster Ken Poliwoda Peggy A. Dickerson Town Hall 53095 Route 25 P.O. Box 1179 Southold, New York 11971-0959 Telephone (631) 765-1892 Fax (631) 765-1366 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD May 26, 2004 Mr. James R. Wilson Suffolk County Water Authority P.O. Box 38 Oakdale, NY 11769 RE: NIS OF NORTH BAYVIEW RD. UNDER GOOSE CREEK SCTM#71-1·2.1 Dear Mr. Wilson: The Board of Town Trustees took the following action during its regular meeting held on Wednesday, May 26, 2004 regarding the above matter: WHEREAS, James R. Wilson on behalf of SUFFOLK COUNTY WATER AUTHORITY applied to the Southold Town Trustees for a permit under the provisions of Chapter 97 of the Southold Town Code, the Wetland Ordinance of the Town of Southold, application dated April 28, 2004, and, WHEREAS, said application was referred to the South old Town Conservation Advisory Council for their findings and recommendations, and, WHEREAS, a Public Hearing was held by the Town Trustees with respect to said application on May 26, 2004, at which time all interested persons were given an opportunity to be heard, and, WHEREAS, the Board members have personally viewed and are familiar with the premises in question and the surrounding area, and, WHEREAS, the Board has considered all the testimony and documentation submitted concerning this application, and, WHEREAS, the structure complies with the standards set forth in Chapter 97 of the Southold Town Code, 2 . . WHEREAS, the Board has determined that the project as proposed will not affect the health, safety and general welfare of the people of the town, NOW THEREFORE BE IT, RESOLVED, that the Board of Trustees approve the application of SUFFOLK COUNTY WATER AUTHORITY to install a 12" HDPE water main parallel to North Bayview under Goose Creek to support increased fire protection and domestic flow, and all as depicted on the plan prepared by Suffolk County Water Authority dated January 29, 2004. Permit to construct and complete project will expire two years from the date the permit is signed. Fees must be paid, if applicable, and permit issued within six months of the date of this notification. Inspections are required at a fee of $50.00 per inspection. (See attached schedule.) Fees: None Very truly yours, J'/r4.~ 9· ~'r;. Albert J. Krupski, Jr. President, Board of Trustees AJKllms . . Telephone (631) 765-1892 Town Hall 53095 Route 25 P.O. Box 1179 Southold, New York 11971-0959 CONSERVATION ADVISORY COUNCIL TOWN OF SOUTHOLD At the meetjng of the Southold Town Conservation Advisory Council held Tuesday, May 11, 2004, the following recommendation was made: SUFFOLK COUNTY WATER AUTHORITY to install a 12" HDPE water main parallel to North Bayview under Goose Creek to support increased fire protection and domestic flow. Located: Nls of North Bayview Rd. under Goose Creek. SCTM#71-1-2.1 The CAC did not make an inspection, therefore no recommendation was made. .. ~ DETAILED SPECIFICATIONS-1 Directional Drill #2 " , SUFFOLK COUNTY WATER AUTHORITY DETAILED SPECIFICATIONS FOR DRILL #2 CONTRACT NO. --------- DIRECTIONAL BORE #2 GOOSE CREEK, SOUTHOLD,NY SPECIFICATIONS FOR INSTALLATION OF WATER MAIN BY DIRECTIONAL BORING ~~ ~R~': ~j~ ~ Southold 10wß Board 01 1rustees DETAILED SPECIFICATIONS - 2 Directional Drill #2 1 MODEL SPECIFICATIONS FOR PLEXCO HIGH DENSITY POLYETHYLENE (HDPE) AWWA PIPE AND FITTINGS QUALIFICATION OF MANUFACTURERS: ,I Ii I ¡ I " Ii The Manufacturer shall have manufacturing and quality control facilities capable of producing and assuring the quality of the pipes and fittings required by these specifications. Given reasonable notice, the Manufacturer's production facilities shall be open for inspection by the Owner of his Authorized Representative. Qualified manufacturers shall be approved by the Project Engineer. Approved manufacturers include PLEXCO Performance Pipe Division - Chevron Chemical Company. MATERIAL: Materials used for the manufacturing of polyethylene pipe and fittings shall be PE 3408 High Density Polyethylene (HDPE) meeting the ASTM D3350 cell classification of 345444C. The material shall have a minimum Hydrostatic Design Basis (HDB) of 1600 psi at 73 degrees Fahrenheit when tested in accordance with PPI TR-3 and shall be listed in the name of the pipe and fitting manufacturer in PPI TR-4. The material used in the production of potable water pipe shall be approved by the National Sanitation Foundation (NSF). The Manufacturer shall certify that the materials used to manufacture pipe and fittings meet the requirements of this specification. PIPE: i' I I I I I , I Polyethylene pipe shall be manufactured in accordance with AWWA C906 for sized 4' through 54'. Permanent identification of piping service shall be provided by co-extruding longitudinal blue stripes into the pipe's outside surface. The striping material shall be the same material as the pipe material except for color. Stripes printed or painted on the pipe outside surface shall not be acceptable. MANUFACTURER'S QUALITY CONTROL: The manufacturer of the PE pipe and fittings shall have an established quality control program responsible for inspecting incoming and outgoing materials. Incoming polyethylene materials shall be inspected for density, melt flow rate, and contamination. The cell classification properties of the material shall be certified by the supplier. Incoming materials shall be approved by Quality Control before processing into finished goods. Outgoing products shall be tested as required in AWWA C901 or C906. The Manufacturer shall maintain permanent Quality Control (QC) and Quality Assurance (QA) records. Certification of test results shall be made available to the purchaser on request. DETAILED SPECIFICATIONS - 3 Directional Drill #2 , INSTALLATION AND TESTING The Manufacturer shall supply an Installation Manual to the Project Engineer which outlines guidelines for handling, joining, installing, embedding and design of polyethylene pipeline. These guidelines shall be used as reference material for the Project Engineer in his determination of the required procedures. Joints between plain ends of polyethylene pipe shall be made by butt fusion when possible. The Pipe Manufacturer's fusion procedures shall be followed at all times as well as the recommendations of the Fusion Machine Manufacturer. The wall thickness of the adjoining pipes and fittings shall have the same DR at the point of fusion. When saddle connections are fusion welded the Manufacture's recommend saddle fusion procedures shall be used. If mechanical fittings (which are designed for, or tested and found acceptable for use with polyethylene pipe) are utilized for transitions between pipe materials, repairs, joining pipe sections, saddle connections, or at other locations; the recommendation of the Mechanical Fitting Manufacture must be followed. These procedures may differ from other pipe materials. On each day butt fusions are to be made, the first fusion of the day shall be a trial fusion. The trial fusion shall be allowed to cool completely, then fusion test straps shall be cut out. The test straps shall be cut out. The test strap shall be 12" or 30 times the wall thickness in length (minimum) and 1" or 1.5 times the wall thickness in width (minimum). Bend the test strap until the ends of the strap touch. Ifthe fusion fails at the joint, a new trial fusion shall be made, cooled completely and tested. Butt fusion of pipe to be installed shall not commence until a trial fusion has passed the bent strap test. Socket and Saddle fusions shall be tested by a bent strap test as described by the Pipe Manufacture. The Pipe Manufacture shall provide visual guidelines for inspecting the butt, saddle, and socket fusion joints. I I I , . Pressure testing shall be conducted in accordance with the Manufacturer's recommended procedure. Pressure testing shall use water as the test media. Pneumatic (air) testing is prohibited. DETAILED SPECIFICATIONS - 4 Directional Drill #2 r SPECIFICATIONS FOR DIRECTIONAL DRILLING ACROSS GOOSE CREEK BY DIRECTIONAL DRILLING 1.0 Equipment 1.1 The directional drilling system to be used shall be that manufactured by American augers, Vermeer, Flow Mole, or an approved equal, and must incorporate the following features: 1.1.1 The system must be remotely steerable with electronic monitoring of the depth and location. The electronic monitoring system must be accurate to within :t 2 inches of the cutting head. The system must be able to control the depth and direction of the drill pipe within a window equal to 1 percent of the total length of the bore. , " I 1.1.2. The system will utilize a fluid cutting process, or a fluid assisted mechanical cutting process, using a liquid clay, such as bentonite. This clay must be totally inert and contain no risk to the environment. 1.1.3. Drilling equipment must be fitted with a permanent alarm system capable of detecting an electric current. The system will have an audible alarm to warn the operator when the drill head nears electrified cables. 1.2 The Contractor shall supply vacuum trucks to empty drilling mud from the sending and receiving pits. 1.2 The Contractor is responsible for supplying any special tools and equipment necessary to perform the work associated with directional drilling. 2.0 Water Main Installation I! 2.1 The plastic pipe and tubing must be inspected for, and protected from cuts, scratches and damage prior, during, and after installation. This includes, but is not limited to, the following: 2.1.1. The water carrier pipe shall be connected to the back reamer for pull·back with a substantial mechanical connection, as specified in the Driscopipe Technical Note #20 for high load pull heads (see Appendix A). 2.1.2. The leading six feet (6') of water main shall be pulled through the receiving pit and inspected. If any abrasions, gouges or lacerations are present which violate the minimum allowable wall thickness of the pipe, as defined below, the bore shall be abandoned at no cost to Suffolk County Water Authority. , DETAILED SPECIFICATIONS - 5 Directional Drill #2 I Pipe 12" HOPE DR 9 Max. Depth of Defect .15" 2.1.3 Should the leading six feet (6') of water main evidence damage as described in Section 2.1.2, the Contractor, at his option, may pull a sleeve through the bore and insert a new water main through the sleeve at no cost to Suffolk County Water Authority. The sleeve shall have and inner diameter no less than one inch (1") greater than the outer diameter of the water main, and shall have the same SDR rating. All labor and material shall be at the Contractor's cost. 2.1.4 Suffolk County Water Authority reserves the right to excavate a test hole to examine the condition of the pipe. If the pipe fails the criteria of Section 2.0, the installation shall be abandoned as described in Sections 2.1.3 and 2.1.4. 2.2 The starter, or launching ditch used to begin the directional boring operation shall be large enough to allow the installation of the water main to begin and progress without buckling or bending ofthe plastic pipe and tubing in excess ofthe established bending radius allowable in standard practice. 2.3 All fusions that are contained in the pipe or tubing to be pulled shall be allowed to cool down in accordance with the cool-down times in the fusion procedures prior to the commencement of the pulling operation. 2.4 Sufficient overlap of plastic pipe and tubing must be provided at tie-in and connection locations to allow for shrinkage of the plastic pipe. The plastic pipe and tubing will shrink or expand depending on the temperature difference between the installation temperature of the pipe and steady state temperature of the soil. II 2.5 Any damaged section of pipe and tubing shall be removed and replaced by the Contractor at his cost. 2.6 If the machinery and equipment used could damage the plastic pipe or tubing, then padding of the machinery and equipment, or other suitable protective action shall be taken. 2.7 Two (2) 8 AWG stranded tracer wires shall be installed along with the plastic tubing or pipe and be protected against damage or breakage during the installation. The tracer wire must be continuous through the bore. Upon testing, if both the tracer wire are found to be discontinuous, the Contractor shall install new tracer wire at no cost to Suffolk County Water Authority. In lieu of two (2) 8 AWG stranded tracers wires, a single 8 AWG stranded tracer wire may be installed inside a one-half inch (%") plastic conduit and pulled in with the carrier pipe. The Contractor shall provide a detail on how the one-half inch (%") conduit is to be connected to the pulling head. DETAILED SPECIFICATIONS - 6 Directional Drill #2 , 2.8 During the drilling operation, all drilling mud must be contained within the sending and receiving pits andlor mud pits excavated for this purpose. All excess flows of mud must be pumped into a vacuum truck provided for this purpose. If excess mud flows out of the containment pits, the drilling operation shall be shut down, at no expense to Suffolk County Water Authority, until the flow of mud is contained within the pits and all excess mud has been removed from the site. 3.0 LANDSCAPING AND PERMANENT PAVING 3.1 The Contractor is responsible for restoring the job site to its original condition. This includes, but is not limited to, paving streets, driveways, curbs, sidewalks, guide rails, etc. and sodding lawns, planting trees, shrubs, etc. as necessary to meet the requirements of the permitting agency. 4.0 SHEETING, BRACING, BRIDGING AND BACKFILLING 4.1 Sheeting, bracing and bridging of pits shall be provided as required by job conditions andlor the governing public authorities. All excavations and sheeting installations shall comply with OSHA regulations and Suffolk County Water Authority's rules for safe operation. A "competent" person, as defined by OSHA, and a record of his OSHA training shall be provided to determine when sheeting is required. Sheeting is required for all pits with a depth of more than five feet (5'). 4.2 Backfilling operations shall comply with Suffolk County Water Authority's typical specifications. All pits shall be backfilled with clean fill and compacted immediately after completion of the water main installation. When paving is removed, it shall be replaced with temporary paving and the backfill shall be adequately compacted to prevent settlement. I I 5.0 DEWATERING I, I ! I 5.1 The Contractor shall install and operate equipment as required to dewater excavations. Discharge of water shall be in accordance with the requirements of public authorities and shall not cause a pUblic hazard or nuisance. All costs associated with dewatering shall be borne by the contractor. , I I 6.0 SAFETY 6.1 Mechanical pneumatic or water-jetting drilling methods will not be acceptable due to the risk of surface subsidence and damage. 6.2 Upon completion of boring and pipe installation, the Contractor shall remove all spoils from the starting and termination pits. The pits are to be restored to their original condition. DETAILED SPECIFICATIONS-7 Directional Drill #2 I All piping systems shall comply with the latest AWWA Specification for Water Transmission and Distribution Piping Systems. 7.0 INSTALLATION OF DIRECTIONALLY DRILLED PIPES 7.1 Notification of Local Authorities It is the Contractor's responsibility to notify all the appropriate local authorities before he begins work, as required in the construction permit andlor by the Suffolk County Water Authority Field Representative. These include, but are not limited to, the issuer of the permit (state, county, city, town, NYSDOT, NYSDEC, etc.), the police departments, fire departments, local schools, and area residents. 7.2 Pre-Job Requirements I I The Contractor shall submit before he starts construction a detailed procedure for the horizontal directional drilling operation for Suffolk County Water Authority's review. If the Contractor fails to provide such a procedure, his proposal shall be deemed unacceptable. This procedure shall include as a minimum, the following information: size, type, manufacturer and model number of drilling rig, maximum rated pullback and thrust capacity of the machine, maximum and minimum rate of pumping drilling mud, and proposed profile of drilled pipeline crossing. The Contractor shall submit as part of his proposal; a resume of projects performed with details of similar projects undertaken, their size, and scope. The Contractor must also submit the resumes of key personnel and their experience with directional drilling operations. The Contractor must have performed a minimum of three (3) directional drilling projects with twelve (12) inch or larger pipe, 600 feet or longer to be eligible to work on this project. Documentation of the successful completion of these projects must accompany the procedure in order for it to be accepted. The drilled pipe shall be installed at a minimum decth of 25 feet below The Goose Creek bottom as shown on the Project Drawings. ! i. , I ,I I: i ! I I 'I' Should the pipe pull back not be successful, the Contractor shall abandon the drilling operation at his own cost, and complete another directional drill, at no added cost to SUFFOLK COUNTY WATER AUTHORITY. 7.3 Directional DrillinQ Requirements The Contractor shall provide for a remote navigation system capable of accurately tracking the position of the drill, reamer and pipe during the drilling and pull-back operation in both the vertical and horizontal planes. This system shall be a wire line system such as the Tru-trac system or equivalent. DETAILED SPECIFICATIONS· 8 Directional Drill #2 I The Contractor shall arrange, and be responsible for, providing the fresh water supply for mixing the drilling mud. Sea water shall not be used. The Contractor shall use an inert substance such as Bentonite for his drilling slurry. The Contractor is to supply information on the type of slurry material to be used. The accuracy of the HDD path must be within one percent (1%) of the length of the bore as specified on Drawings enclosed. 7.4 Entry and Exit Anales and Reauired Decth The Contractor shall state the entry and exit angles of the directional drill and the carrier pipe for SUFFOLK COUNTY WATER AUTHORITY'S review. The Contractor shall be required to maintain the depth as defined in this Project Specification and as shown on the Project Drawing enclosed. 7.5 Drillina Loa and Field Historical Data The Contractor shall report the drill stem locations when requested as well as document the location of the drilled pipe on field historical drawings. The Contractor shall also be responsible for locating and identifying each fusion on the drilled pipe and relating it to the project drawing historicals. The Contractor shall prepare a drilling log documenting drill pipe joint lengths, inclination angle, azimuth, right (deviation from design path reference line), elevation, station number and measured distance for every joint of drill pipe installed. In addition, the radius of curvature for each joint of drill path installed shall be calculated by the Contractor. The bit to probe distance, rig setback and bottom hole assembly length shall also be documented on the drill log, typical of previous projects. Ii I 7.6 Pice Strina and Pullback I , . The appropriate 12" pipe shall be strung out westerly from Goose Creek along the North Side of North Bayview Rd. Pipes shall be set on rollers to prevent damage to the pipe during pullback. The rollers shall be spaced such that the point loading on the pipe is distributed over enough rollers to prevent damage to the pipe. I I', Any fences andlor structures taken down to facilitate laying out the pipe for pullback shall be put back and restored to its original condition after the job is completed. 8.0 CONSTRUCTION SEQUENCE A typical construction sequence for the horizontal directional drilling operation shall be the following: -- DETAILED SPECIFICATIONS - 9 Directional Drill #2 Orill Pilot Hole 9 inch 2 Back Reams From 12" to 20" A 9 inch pilot will be drilled first. Back reaming to 20 inches shall be done in two stages. (1.) 12", (2.) 20". The 12 inch HOPE water main will then be installed within the back reamed hole. Typically, the pullback of the HOPE pipe will immediately follow the back reamer. The drilling fluids should be collected within the drive pit, reception pit, or a specially constructed spoils collection pit. To prevent any blow-outs of drilling fluids due to soil fracture, it will be necessary to install the pipelines at a deeper depth. The pipelines are to be installed at a minimum depth of (25) feet below the creek bed. The Contractor shall conduct his directional drilling operation in such a manner that the drilling slurry is not forced through the channel bottom, or any area along the path of the drill. Should a "blowout" occur and drilling mud comes to the surface, the Contractor shall immediately stop drilling operations and take containment and mitigation measures. Such measures shall include, but not limited to, excavating collections pools, setting up barriers of hay bales and silt curtains to prevent the mud from spreading into the wetlands andlor entering the Inlet and cleaning up any spill on the job site. The Contractor shall be responsible for any environmental clean up operations required as a result of his drilling operation. As stated, the pipe shall be installed at a depth of 25 feet or greater below the creek bottom. Silt curtains and hay bales shall be placed in a line surrounding all construction activity at the launching and receiving areas as shown on the drawings. These items shall be provided to contain any spills within the launching and receiving areas as shown on the construction drawings. The Contractor shall maintain extra quantities of hay bales and silt curtains to be used as required during the directional operations. 9.0 MATERIALS Contractor to supply all piping materials and O.I.P. adapters (to be approved by Suffolk County Water Authority. i 11 [, I; I , I 10.0 SLURRY PITS Since normal drilling operations require slurry pits to be excavated for containment and collection, the following shall be adhered to by the Contractor: ,/ All slurry shall be collected in the excavated slurry pits. Slurry pits shall be excavated only in the launching and receiving areas with a 1,000 cu ft minimum capacity. ,/ The Contractor shall be required to excavate the pits for the collection of the slurry. , I , I ! ' ,/ Hay bales and silt curtains shall be installed two feet (2) away and around the slurry pits, so as to collect any run-off. , DETAILED SPECIFICATIONS -10 Directional Drill #2 ,/ Once work has been completed, the slurry pits shall be back filled in accordance with SUFFOLK COUNTY WATER AUTHORITY'S Specifications. Prior to backfilling the slurry pits, any remaining water must be pumped from the pits into a tank truck for disposal by the Contractor. The bentonite which has accumulated in the pit shall be removed and disposed of by the Contractor. ,/ All containment devices shall be removed and the area restored to original condition, as pre-job photos depict. ,/ The Contractor is to allow for contingency plans for collection of any slurry that might rise through the ground during drilling operations and outside the containment area of slurry pits as described above. If this happens, the Contractor shall immediately stop drilling operations and put in place all procedures and requirements as stated above. 11.0 REMOVAL OF SLURRY During the drilling operations at the launching and receiving slurry collection pits, the Contractor shall make all necessary arrangements for the safe and clean collection and removal of slurry. Prior to the slurry reaching within two feet (2') to the top of grade, the Contractor will take all necessary steps to empty the slurry pit and remove the slurry from the construction area. This slurry is to be properly transported and disposed of in accordance with all state andlor federal requirements. The Contractor may use tankers with appropriate pumps and hoses to evacuate and collect the slurry from the slurry collection pits and onto the tankers for transporting and disposal. 12.0 DE·WATERING The Contractor shall be responsible for any and all DE-WATERING necessary to progress his construction operations. 13.0 PROJECT DRAWINGS The enclosed drawing details the area involving the directional drilling work. The drill plan and profile shown on the Project Drawings is provided for information only. The Contractor is responsible to provide with his proposal, the drill path plan and profile which he intends for the installation of the 12 inch HDPE water main. 14.0 GROUND INVESTIGATION AND SOIL BORING DATA ¡ I , . Soil borings were collected along North Bayview Rd, prior to the bridge construction. These borings are being provided along with the bid documents for information only. While these soil borings are considered typical for the area, there is no guarantee that unknown, adverse, conditions exist underground in the vicinity of the drill and the Contractor shall figure his bid accordingly. \ DETAILED SPECIFICATIONS -11 Directional Drill #2 15.0 CAPACITIES OF THE DRILLING EQUIPMENT The capacity of the HDD equipment shall be submitted by the drilling contractor with the following: Thrust and Pullback (minimum 75,000 Ib) Spindle Torque (minimum 10,000Ibs) The above criteria shall be the minimum and capabilities of the drilling machine. The HDD contractor may provide larger equipment than that which is required but the above listed specifications must be provided as a minimum. It is the Contractor's responsibility to correctly size the drilling equipment for this project. The Contractor shall submit the above required machine specifications of thrust and pullback, spindle torque, drilling fluid pressure and flow rate to Suffolk County Water Authority for review and acceptance. The Contractor is also responsible for designing and fabricating the pulling head for the appropriate pipe to be pulled across Goose Creek. The pulling head shall be a substantial mechanical head, properly secured to the pipe, capable of withstanding the forces generated during pullback of the pipe. The pulling head design shall be provided for SUFFOLK COUNTY WA TERAUTHORITY'S review prior to fabrication of the piece. 16.0 TRAFFIC CONTROL The contractor is required to install and maintain concrete traffic barriers, signage, and flag persons as required by SCDPW and Town of Southold to safeguard the public and contractor personnel. Traffic control procedures shall satisfy all requirements of local municipalities. The Contractor has the responsibility to fulfill all traffic control criteria of NYS, Suffolk County, local municipalities and SUFFOLK COUNTY WATER AUTHORITY. II . I ¡ I , ' : i The Contractor must maintain access for emergency vehicles at both east and west staging and receiving areas. Ii , ,; DETAILED SPECIFICATIONS -12 Directional Drill #2 16.1 Excavations , I I I I I The Contractor is responsible for requesting a mark out from the One-Call Center a minimum of one week prior to the start of construction. The Contractor shall give the case number to the Field Representative prior to starting work. Test holes by the Contractor are required to determine the depth, size and exact location of all subsurface facilities (shown on the Drawings, marked out andlor deduced) which may interfere with the installation of the 12" HOPE Pipe. Only SUFFOLK COUNTY WATER AUTHORITY'S Field Representative will determine if test holes are unnecessary. Test holes shall be dug 72 hours or more ahead of excavation. Machine excavation shall not come within two and one·half feet of located facilities(utilities). Test holes shall be hand-excavated, except to remove surface paving. The Contractor must also satisfy all OSHA requirements with regard to excavation and sheeting. An OSHA- Competent person must be on the job site at all times for evaluating soil conditions and sheeting requirements. All spoils and equipment must be placed 24 inches or more from the edge of any excavation. II 16.2 Safety Eauipment All Contractor personnel are required to wear hard hats, safety tip shoes and safety glasses while on the job site. All Contractor personnel who are exposed to vehicular traffic shall wear an approved high-visibility vest. Approved vests are bright orange in color with reffective striping. All personnel working within a roadway, or adjacent to a roadway, are considered to be exposed to vehicular traffic unless the roadway is completed closed to public vehicles. The Contractor is responsible for providing any other safety equipment that either he or the Field Representative deem necessary. 16.3 Emeraencv Call Out Listina The Contractor shall supply the Field Representative with a list of names (with beeper and telephone numbers) of people who can be reached 24 hours a day with reference to this project. I· ¡ I 16.4 Securitv The Contractor shall secure both north and south side of Goose Creek on all off hours to ensure against theft and vandalism and protect against injury. 17.0 CALIBRATION AND PRESSURE TESTING The Contractor shall use a 0-300 psig calibration pressure gauge with a 5 psi increment maximum. The gauge shall be calibrated at an approved calibration facility at the Contracto~s expense. Pipes shall be tested with water at 150 psig. A daily pressure test is not required. Pipes shall be tested above grade, prior to the drill pullback as well as after the pipes are installed across the river. Above grade pipes shall be visually inspected during the pressure test. The test shall be maintained for the above grade pipe for a minimum of one (1) hour and for the installed pipe for a minimum period of 8 hours. DETAILED SPECIFICATIONS-13 Directional Drill #2 The Contractor shall install a purge riser assembly at one end of the main for the pressure test, or at the end of each section tested. 18.0 RESTORATION Removal of all containment devices Le. hay bales, sediments, silt curtains, gravel and stones shall take place once work has been completed. Restoration of all the affected work areas must be in accordance with SUFFOLK COUNTY WATER AUTHORITY Specifications. I I , " I 1- \ " , , I \ I, \ I . I! I ' I ! I I I'" - . ~ . "" -. I .. Deí'A\ W) 6?f( (f1. ( /61'¡,>.-\ l, -jÐIl.. DI(~rw~...tII-( 1)~"IIJt.. - . ~ TEaØlIC'AL HOTE '28 . 1IIIU.DIQ -a,ø DlDCIIS . . Techni c; . Note #2 nsel:t1an De·.. ,P!p...... t:ub1n9 is . o{. an. v:lde1r aCC8¡at:e practice. BOtIa g-11 aad Juw.Ie 4b;nlll:ar ptp- .lnsaJ:t:lans .a':-' .... fie: ~Zaa 1/2- C'lS to 54- .øs). Bøt:Ja 1Ibœ~ Ud .1099 1'..:1..1... ar. ..4a. Annular cl.arallc_ ..Y. rail'. ~Z'D. 31' -t:o 25' c.leiInhces." 'DIe pu.l1. -I' .. s1ZaJ._ ~ ...". ..-1Up1. bends. Smc.. di.reerent: d..lgÌl" ami dlft~ .~ F.I1J.1ng head d_J.p. aa:'It used. caugor.lzed .lllto Jaw. .. IJ- iIncI IdIJla J....d d_1gRs. ......1.1 pin stnss...- aze astI.at:e4 O:aa the pUJ.1 J...." L\... - dJ.~.1ded II!T. pipe m:as. 88C!tJ-J ...a;. - r.-..F.-rI PbJ.J.I_·_.... --.-- r2,"_C-' . " (JIII11. S~ - c 7DD PId~ orius b ~ic:a1 a~ ..ver: Inli.~ .~III~ r:::lac:c. ~1vf..la.. . a~ ...f--t:e"ì.)r, I...... IIIUIIdaJ:' ~.U1IIICeS ~ . ~1 J..-.rt:JIs o~ Sit . n. 1DD-o ft. .1:0 J.5~o"~..t: long",~~7 :In'SQUjag". IiJ.gh sa·. t:b.IR v~1 p1.p.:. ... '. :. ... ". .- . " . . . .- . .-' IKILŸS " . ". . . - ." :-aARD-- : fIOSr - TVPE ~ 11Ø05e'"' " - CÏR.-- ." "'ÌI\HANA NOSE"" . . TYPE DRILL 1HU SÀv..ari:·· .. ~mJium-r.aad PIIII Read r2-.. - ·72R) (Pu.t1. Stress c 1200 psi) . " o . Typical uses ara far large ~i.;meter or !aeaY]r. VII11 pipe "..hep:e the axial tens11. pull st:ress is be1av- 12DD psi.. TbJs· vould I:e typical of II Dn.-half :d1. long 1nseZ'tian at: Ii generous annular cl.earance or .. sbDrt:eJ: pull with ~~lp~. bends. SPRAt. & 0I=F5ET 8OlTPAII!:Ifi'I FA8RICATEO STEEL PW. . lEAD (TYPICAL J . . '. . . -.'.- . . . . . · . · . . · . · . . · . · . . ...0".,.__ " \ \ \ , \ .' " .. <J\1WW ,(iN 14.1 .f\Ao.__ If - . . ye. FfJ,é';rl)í £, ~ -~ O'~~ . ~w..ql\,:~d .,.U, ,eads·I2ft - rilL ~ . rftll st.œs:. < 20GO psi) 'fbtse dealgns an for asa .in Ïang d.tstuc. tnsal:t.1ans betv 2510· f..t aDd 7&00 ~e.t. Dr 1'0119 palls at ..all In...J cllannces _en ~. teuU. pull åtn..u 111 th.8 pIpe vtJ.~ . : ftCH:lla1.1p continuous .t 1... t.... 2000 psi vitia aUoueb Int.mittant ..... oœa~1anal SUZIj'e. to I... tIuIa 24at lIS 'III... pull ........ an eapable of' tile fIIlI tetsUe atnnrJtb of! t:J pi.. m: 1.1118&" In t.....1œ aacI .h.... : . .. .." ~I:U " . '. 2'".. ~ mq ViP- ~ ElGCN' - ~ .. . @: .~"~':.~~~~~..... . '';'',~::ï'.~~ . p ,,-. . . LGROUr-GR. IIICAP ~wœ.. METAl FUJIi I_IML. FlA1E PPSI.IØI . .. .. r·-..r~ . . . - . . . ., . . ... ~ . _.~ ,. .. . . ··~_~·aP·· ." -'I . -- - . .. ZSt:1laat:løn g pll11 load .Is a Auict::.lc!noe lIIInyYB.r::i.ab1u. Nant- c:oaIZ'act:ørs8XP--t. 1:be v1DcIa t:o ... able t:o dn9 tile hi! valthl:. ø£ t:be p1pe at a '~lct:1an coaC~1cJ..t C -. X.D IIDIi . cabl. t:lUlS!le .Iõ.k.~ ec¡ua1. to ,two ~fB -~ . tJae "'''..'11"' expected d1'~9 load. 1Iot:a t:hat. ""'fC~ vall pipe. I~':'J"". ~thIt,_O.""'nct1l111al . ·al:'.. ·to :.u.st:I:'Þut.··pvllbV ~... _.: 'It· alaõ dll:11Ctlt . m-...._Ìl'I. tIua p'''_ ntglal:. . ~......a __ ad w1ght: ~ ~.c:t: _~ otI&8I:' .....;" tbà1: tI&e t:eaaU...~ , ~ .1D palUnc¡ 1n . a Ilalf' aU.· of' tbt. ~ 01:' "h'~ vall pI.. ~r 14ID1:1cill .....-'t.t:.taaa Is· the· S"-- - ft8 btnsl1. ¡au11 load øa the thicker vaU pipe .Is gna~ 'tIIaa tile tJiln vall p!pep but: the" tensUa :i1:nIaes in tile pipe vall cnss-se:t.1onal ·ana. an the saIIa. . . I \ I. I \ Please œter 1:ò ather 'l'ecb Hote. 1:0 "es1:Ùla1:e. by calCulation, (baser! ".. push ot pull 1øsertlrm tecbnolor f) the IIëIXDWI tensile or ~resslva load On the pipe/liner. caut:1on: Neb!. vire rape 11&1" ·cutll or abrade through tba host piper vall in pipe bends. IIsa of svnt:h@'l-f.... -'. cable may be indicated f... · --- -- - . . Albert J. Krupski, President James King, Vice-President Artie Foster Ken Poliwoda Peggy A. Dickerson Town Hall 53095 Route 25 P.O. Box 1179 Southold, New York 11971-0959 Telephone (631) 765-1892 Fax (631) 765-1366 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD Office Use Only Coastal Erosion Permit Application -Wetland Pennit Application ,- Major Waiver/Amendmen C es _~ceivedApplication: 01 ~ ~eceived Fee:$ - ~Completed Application. _Incomplete _SEQRA Classification: Type I_Type II_Unlisted_ _Coordination:(date sen0'tflifft ~AC Referral Sent: YL ~ate of Inspection:.!J C) _Receipt of CAC Report: _Lead Agency Detennination:_ Technical Review: ~blic Hearing Held: rJ~føl O'l Resolution: Minor lct% \E~\Ell\(/J\E APR 2 C ~-,\ ~ Southold Town Bo:nd ot Trustees Name of Applicant Suffolk County Water Authority Address P.O. Box 38, Oakdale, NY 11769 Phone Number:~3~ 563-0326 Property Location: N/s of North Bayview Road under Goose Creek ~ 9-~~\~ Suffolk County Tax Map Number: 1000 - 133-6, 1000-71-1-2.1 (provide LILCO Pole #, distance to cross streets, and location) AGENT: James R. Wi 1 son (If applicable) Address: Same Phone: ~ '$, - ~(.'J' O~-x. . . Board of Trustees Application GENERAL DATA Land Area (in square feet): N/A Area Zoning: Residential & Beach Previous use of property: N/ A Intended use of property: N/ A Prior permits/approvals for site improvements: Agency Date X No prior permitslapprovals for site improvements. Has any permit/approval ever been revoked or suspended by a governmental agency? X No Yes - If yes, provide explanation: Project Description (use attachments ¡fnecessary): Thi s project is a company improvement that will bring more water into the Bayview Penninsula thus increasing fire protection and domestic water to the public. . . Board of Trustees Application WETLANDffRUSTEE LANDS APPLICATION DATA Purpose of the proposed operations: To increase fi re protecti on and domestic water quantity to the North Bayview Peninsula Area ofwetIands on lot: N/A N/A square feet Percent coverage oflot: % Closest distance between nearest existing structure and upland edge ofwetIands: N/A feet Closest distance between nearest proposed structure and upland edge ofwetIands: N/ A feet Does the project involve excavation or filling? No x Yes If yes, how much material will be excavated? 100 cubic yards How much material will be filled? 100 cubic yards Depth of which material will be removed or deposited: 4.5 feet Proposed slope throughout the area of operations: 0 Manner in which material will be removed or deposited: The wa ter ma in will be installed via directional drillinq under Goose Creek. The drill gets done in exactly the same time as the main is installed. Statement of the effect, if any, on the wetlands and tidal waters of the town that may result by reason of such proposed operations (use attachments if appropriate): None. The directional drill method is the most environmentally sensitive method of installing the new water main. . . Board of Trustees Application COASTAL EROSION APPLICATION DATA Purposes of proposed activity: To increase fire protection and domestic water supply to the Bayview Penninsu1a. Are wetlands present within 100 feet of the proposed activity? No x Yes Does the project involve excavation or filling? No x Yes If Yes, how much material will be excavated? 26 (cubic yards) How much material will be filled? o (cubic yards) Manner in which material will be removed or deposited: The dri 11 ho 1 e will be done with a directional drilling rig that pulls the new main in coniunction with the drill. Describe the nature and extent of the environmental impacts reasonably anticipated resulting from implementation of the project as proposed. (Use attachments if necessary) This method of water main installation leaves no phvsica1 creek damage behind. The drill is done at a minimum of ?O' below the creek bottom (see Detailed Specifications & Plans). . . NOTICE TO ADJACENT PROPERTY OWNER BOARD OF TRUSTEES. TOWN OF SOUTHOLD In the matter of applicant: Suffolk County Water Authority SCT11# 1000-133-1-6. 1000-71-1-21 YOU ARE HEREBY GIVEN NOTICE: 1. That it is the intention of the undersigned to request a Pennit ITom the Board of Trustees to: Install a new water main north of North Bayview Road under Goose Creek via directional drilling. 2. That the property which is the subject of Environmental Review is located adjacent to your property and is described as follows: Goose Creek & Town of Southold Beach 3. That the project which is subject to Environmental Review under Chapters 32, 37, and/or 97 of the Town Code is open to public comment on: . You may contact the Trustees Office at 765-1892 or in writing. The above-referenced proposal is under review ofthe Board of Trustees of the Town of South old and does not reference any other agency that might have to review same proposal. OWNERS NM1E: ~. ¿ . 4.U\· . MAILING ADDRES&C ~1fL ~;J.;~I í ·~9 'j PHONE #: (,.1, I - ~t. "S _ 0; J.-(p Enc: Copy of sketch or plan showing proposal for your convenience. . . PROOF OF MAILING OF NOTICE ATTACH CERTIF1ED MAIL RECEIPTS Name: Address: STATE OF NEW YORK COUNTY OF SUFFOLK , residing at , being duly sworn, deposes and says that on the day of , 20_, deponent mailed a true copy of the Notice set forth· in the Board of Trustees Application, directed to each of the above named persons at the addresses set opposite there respective names; that the addresses set opposite the names of said persons are the address of said persons as shown on the current assessment roll of the Town of South old; that said Notices were mailed at the United States Post Office at , that said Notices were mailed to each of said persons by (certified) (registered) mail. Sworn to before me this Day of , 20 - Notary Public . . Albert J. Krupski, President James King, Vice-President Artie Foster Ken Poliwoda Peggy A. Dickerson Town Hall 53095 Route 25 P.O. Box 1179 Southold, New York 11971-0959 Telephone (631) 765-1892 Fax (631) 765-1366 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLO BOARD OF TRUSTEES: TOWN OF SOUTHOLD ---------------------~-------------------------~--------------- In the Matter of the Application of --~l!Á-l.~~4-.wQ,±cc-~_t\ COUNTY OF SUFFOLK) STATE OF NEW YORK) I, ~a.L Pfi;(il'-. WKí"i.,,- AIA'Í11 ÐíLìî1 being duly sworn, depose and say: ~1" I- J . That pn the I ~ day of I'V\.\ 1 ,200 f, I personally posted the"property known as rJo,~1I' ~...'tIÅ~ íL.¡) A-¡( t..Þ~i. eu.,,¡'¿ by placing the Board of Trustees official poster where it can easily be seen, and that I have checked to be sure the poster has remained in place for eight days prior to the date of the public hearing. Date of hearing noted thereon to be held ~ ~ I.aOO~- 0,," ct' 410 dJ,t "',00 1Y\. AFFIDAVIT OF POSTING , residing at S IA ~f(, LlL ß...}r'( Dated: ¿'-IY-D'1 ¿; . ~~orn to before me this /Lf"""'day of~2004- (' -P (? .. 0 D.. ð {1ht -" ~ R. .-t/ Notary Public ð IŒ CONNOllY CI4~!'I\.E late 01 New "10M ""Iary publiC, S Sullo\\< County. ,.,/_ No. 52_5952385, ....gust 31. 2()(¿lV commission Exptre, . . Board of Trustees Application County of Suffolk State of New York Suffolk County Water Authority BEING DULY SWORN DEPOSES AND AFFIRMS THAT HEISHE IS THE APPLICANT FOR THE ABOVE DESCRIBED PERMIT(S) AND THAT ALL STATEMENTS CONTAINED HEREIN ARE TRUE TO THE BEST OF HISIHER KNOWLEDGE AND BELIEF, AND THAT ALL WORK WILL BE DONE IN THE MANNER SET FORTH IN THIS APPLICATION AND AS MAY BE APPROVED BY THE SOUTHOLD TOWN BOARD OF TRUSTEES. THE APPLICANT AGREES TO HOLD THE TOWN OF SOUTHOLD AND THE TOWN TRUSTEES HARMLESS AND FREE FROM ANY AND ALL DAMAGES AND CLAIMS ARISING UNDER OR BY VIRTUE OF SAID PERMIT(S), IF GRANTED. IN COMPLETING THIS APPLICATION, I HEREBY AUTHORIZE THE TRUSTEES, THEIR AGENT(S) OR REPRESENTATIVES(S), TO ENTER ONTO MY PROPERTY TO INSPECT THE PREMISES IN CONJUNCTION WITH REVIEW OF THIS APPLICATION. 1~/1/!~ SIgnature SWORN TO BEFORE ME THIS ¿;hL/... DAY OF Á-1/.ì.A.....rÁ ,20Q.j CAt ~ . t7-P-A 0 {fl-J.A ... ~ Notary Public CHARLENE CONNOllY Notary Public, State of New York No. 52-5952385, Suffolk County Commission Expires Augu8l31, 2~ B~d of Trustees APPlication. AUTHORIZATION (where the applicant is not the owner) ... I, Suffolk County Water Authority (print owner of property) residing at P.O. Box 38 (mailing address) Oakdale, NY 11769 do hereby authorize James R. Wi 1 son (Agent) to apply for permit(s) from the Southold Board of Town Trustees on my behalf. (~b~) 8 . 617.20 APPENDIX C STATE ENVIRONMENTAl QUAliTY REVIEW SHORT ENVIRONMENTAL ASSESSMENT FORM for UNLISTED ACTIONS Only ( To be completed by Applicant or Project Sponsor) 2. PROJECT NAME . I PROJECT ID NUMBER seaR PART 1 - PROJECT INFORMATION 1. APPLICANT (SPONSOR SuffDlk County Water Authority 3.PROJECT LOCATION: Goose Creek Municipality Southold County Suffolk 4. PRECISE LOCATION: SIreeI Adde.. and Rood Intersections, Prominent landmarks ete - or provide map See Attached Map 5. IS PROPOSED ACTION: ŒJ New 0 Expansion OModlfJcatJon (afteretfon 6. DESCRIBE PROJECT BRIEFLY: To directional drill a 12" HOPE water main parallel to North Bayview under Goose Creek to support increased fire protection and domestic flow, 7. AMOUNT OF LAND AFFECTED: Initially acres Ultimately acres 8. WILL PROPOSED ACTION COMPL V WITH EXISTING ZONING OR OTHER RESTRICTIONS? [i] Yes 0 No If no, describe briefly: 9. WHAT IS PRESENT LAND USE IN VICINITY OF PROJECT? (Choose as many as apply.) ill Residential D'nduslrlel Oeommerclal ~riCUllure 0 Park (Forest (Open Space 00th... (describe) 10. DOES ACTION INVOLVE A PERMIT APPROVAl, OR FUNDING, NOW OR ULTIMATELY FROM ANY OTHER GOVERNMENTAL AGENCY (Federal, Stete or l.ocal) I!JYes 0 No ff yes, list agency name and pennit I approval: Suffolk County Dept. of Public Works, Town of Southold 11. DOES ANY ASPECT OF THE ACTION HAVE A CURRENTLY VALID PERMIT OR APPROVAL? myes DNa If yes, list agency name and permit ( approval: NYSOEC Tidal Wetlands General Permit #1-4700-00010/00002-0 PROPOSED ACTION WILL EXISTING PERMIT ( APPROVAL REQUIRE MODIFICATION? I CERTIFY THAT THE INFORMATION PROVIDED ABOVE IS TRUE TO THE BEST OF MY KNOWLEDGE Applicant Date: Si nature s.- If the action is a Costal Area, and you are a state agency, complete the Coastal Assessment Form before proceeding with this assessment . . SCWA ".. ---- -- SUFFOLK COUNTY WATER AUTHORITY Steven T. Burns, P.E. Director of Distribution 4060 Sunrise Highway, Oakdale, NY 11769 (631) 563-0205 Fax (631) 589-5273 March 4, 2004 Board of Town Trustees Wetland/Trustee Lands Permit Town Hall 53095 Route 25 P.O. Box 1179 Southold, NY 11971-0959 ~~ ~'~,: ~~ ~ Southold 10wn Board (It 1[llstep,s RE: Application to Directional Bore a 12" HDPE Water Main under Goose Creek Gentlemen: Enclosed, please find a completed Joint Application for permit together with accompanying paperwork, photographs and plans in connection with the above referenced project. Please no~ that a copy of this permit application has been sent to the NYSDEC, Army Corps of Engineer and N.Y.S. Department of State. If you have any questions in connection with this matter, please do not hesitate to contact the undersigned at 631-563-0326. Very truly yours, J s R. Wilson Ass stant Engineer JR W Ibb Enclosure