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HomeMy WebLinkAboutPlanning 1998-2000: correspondence, Fire Well relocation 0'0 Co' New York Department of Environmental Conservation MAL!`� Division of So., Hazardous Materials, Region One � ` Building 40-SUNY,Stony Brook, New York 11790-2356 T Phone: (631)444-0375 • FAX: (631) 444-0231 7�� gRs o Website: www.dec.state.ny.us John P.Cahill Commissioner May 17, 2000 Thomas F. Maher, P.E. Vice President Dvirka and Bartilucci Consulting Engineers 330 Crossways Park Drive Woodbury, New York 11797 Re: Southold Landfill Closure Construction Dear Mr. Maher: The New York State Department of Environmental Conservation is in receipt of your letter and testing data dated May 5, 2000, regarding the construction quality assurance and quality control (CQA/CQC) testing for the gas venting layer and barrier protection layer. As per the provisions of Part 360-2.13(p)(1) the gas venting layer must consist of a soil with a maximum of 10 percent by weight of fines passing through a No. 200 sieve and 360-2.13(r)(2)(iii) states that the bottom 6 inches of the barrier protection layer must be reasonably free of stones. The Department approves your request for revisions to the maximum particle size specifications provided that the placement of the soil complies with the aforementioned provisions of Part 360. In addition, as stated in your revised specifications and as described within your letter, it is imperative that the five samples that do not meet the design criteria for the gas venting layer be used in accordance to the specifications and/or regulations in either the barrier protection layer or as grade building material. Please be aware that the provisions of 360-2.13(u) Construction certification report, requires that proper documentation be made for any deviation to the approved engineering report. Therefore, the construction certification report must include verification of adherence to the approved revisions. If you have any questions regarding the above, please do not hesitate to call me. Sincerely, Anthony va,P.E. Regional Solid and Hazardous Materials Engineer cc: Jean W. Cochrane, Supervisor,Town of Southold Gregory Yakaboski, Esq.,Town of Southold James Bunchuck,Town of Southold MWTORKWAM David Glass, D&B CENSUS 2000 it PA Of TNN COW +au awn a u cuaw �0 'tai Cod New York State Department of Environmental Conservation Division of Solid & Hazardous Materials, Region One Building 40-SUNY,Stony Brook, New York 11790-2356 Phone: (631)444-0375 • FAX: (631)444-0231 �R' J Website:www.dec.state.ny.us John i Cahill Commissioner May 8, 2000 Thomas F. Maher, P.E. Vice President Dvirka and Bartilucci Consulting Engineers 330 Crossways Park Drive Woodbury, New York 11797 Re: Southold Landfill Closure Variance Request No. 5 -Drainage Way Slopes Dear Mr. Maher: The New York State Department of Environmental Conservation is in receipt of your letter dated April 6, 2000, regarding a variance to provision 360-2.13(r)(2)(ii). With your acceptance of the two stipulations set forth in our letter dated March 28, 2000 the Department now approves of this variance request. If you have any questions regarding the above, please do not hesitate to call me. Sincerely, Igor C. Sikiric Environmental Engineer cc: Jean W. Cochrane, Supervisor,Town of Southold Gregory Yakaboski,Esq.,Town of Southold James Bunchuck,Town of Southold David Glass,D&B CNffW TORK STAT! V ENSUS 2000 h ental co , New York, ate Department of Environmental Conservation 0 4P �m `Division of Oolid & Hazardous Materials, Region One Building 40 -SUNY,Stony Brook, New York 11790-2356 Phone: (631)444-0375 • FAX: (631)444-0231 °► Website:www.dec.state.ny.us John P.Cahill Commissioner March 28, 2000 The Honorable Jean W. Cochrane Supervisor Town of Southold Town Hall 59095 Main Road Southold,New York 11971 Re: Variance request No. 5 -Drainage War Slopes Dear Supervisor Cochrane: The New York State Department of Environmental Conservation (the Department)is in receipt of your letter concerning a variance application (Variance No. 5 -Drainage Way Slopes). The Department does not believe that this is the appropriate provision to variance in the case of this landfill closure. The provisions of 360-2.15(k)(ii) are only required for closure projects that are proposing to close with slopes steeper than 33 percent, and the situation surrounding this variance does not necessitate the need to comply with this provision. The Department believes that the provisions of 360-2.13(r)(2)(ii) are more applicable to this variance request. This provision requires the geomembrane cover to be placed on a four percent minimum slope to promote positive drainage. Although the submitted variance request does not reference the correct regulatory citation, the intent of the variance is unchanged and will be processed without an additional submittal. Any future correspondence, or subsequent approval, on this request should note the correct regulatory provision. Specifically, this variance will allow for the reduction of the final cover slopes below the regulatory minimum of four percent. The proposed design will include open drainage swales with minimum slopes of two percent, and culvert drainage pipes with minimum slopes of 1.5 percent. To supplement the drainage controls, a geocomposite drain above the geomembrane and perforated piping below each open drainage swale will be used. While the Department approves of this variance request, it believes it is necessary to clarify the following items: 1) This variance only allows the applicant to reduce the slopes of drainage controls below the regulatory minimum of four percent, as noted in the approved closure plan. All other final cover slopes must be graded to meet the four percent minimum required in 360- 2.13(r)(2)(ii). MWTORK STATE ENSUS 2000 BE PARr of ME COUM 1824 1Af1f Of u wMMnu Of 2) The post closure monitoring and maintenance operations manual,required by 360- 2.15(k)(7), appropriately address the inspection, monitoring and maintenance of these drainage structures. This manual should outline the measures which will be taken should post closure inspections determine that any part of these drainage controls are not operating in a manner that allows stormwater to be collected. Upon acceptance of these two items by the Town of Southold and upon appropriate modification to the post closure monitoring and maintenance operations manual,the Department will approve the variance. If you have any questions regarding the above,please contact me at your convenience. Sincerely, Ib r C. Sikiric Environmental Engineer cc: Gregory Yakaboski,Esq.,Town of Southold James Bunchuck,Town of Southold John Vana,NYSDEC -Albany Thomas Maher,D&B David Glass,D&B New York State Department of Environmental Conservation Division of Solid & Hazardous Materials, Region One Building 40 -SUNY, Stony Brook, New York 11790-2356 _ Phone: (516) 444-0375 FAX: (516) 444-0231 John P.Cahill Commissioner December 23,1999 The Honorable Jean W. Cochrane Supervisor Town of Southold Town Hall 59095 Main Road Southold, New York 11971 RE: Southold Landfill Final Closure Plan Dear Supervisor Cochrane: The New York State Department of Environmental Conservation(Department) is in receipt of the Dvirka and Bartilucci Contract Documents and Specifications for General Construction dated September 30, 1999 regarding the Southold Landfill Closure. The Department has completed its review of the Contract Documents and Specifications for General Construction. The review was based on 6 NYCRR Part 360 Solid Waste Management Facilities. The Department has no comments at this time and has no objection to the Town receiving bids on the above mentioned Contract Documents. Sincerely, &'t-z G( Igo C. Sikiric Environmental Engineer cc: Gregory Yakaboski,Town of Southold James Bunchuck,Town of Southold Thomas F. Maher,D&B David Glass,D&B Robert Phaneuf,NYSDEC New York State Department of Environmental Conservation Division of Solid & Hazardous Materials, Region One Building 40 - SUNY, Stony Brook, New York 11790-2356 _ Phone: (516) 444-0375 FAX: (516) 444-0231 John P. Cahill Commissioner July 30, 1999 The Honorable Jean W. Cochran Supervisor Town of Southold Town Hall 59095 Main Road Southold,New York 11971 Dear Supervisor Cochran: The New York State Department of Environmental Conservation ("Department") is in receipt of a Dvirka and Bartilucci letter dated June 28, 1999 requesting additional time to submit the closure construction plans for the Southold Landfill. This extension is due to a variety of reasons primary of which is the need to coordinate with LIPA to raise the height of high voltage wires which span the landfill. The Department agrees that the safety of the personnel working on the closure and capping of the landfill is extremely important. The Department will therefore grant an extension for submittal of the construction plans until October 1, 1999. This should allow sufficient time to resolve the issues with LIPA. If there are any questions,please contact the undersigned at 516-444-0388. Sincerely, fAnzp�iao4w Ernest Lampro Jr. 11 Environmental Engineer I cc: Alice Hussie,Town of Southold Gregory Yakaboski,Town of Southold James Bunchuck,Town of Southold Melissa Treers,NYSDEC, Albany David Glass,D&B Thomas Maher,D&B file: 52S17 AUG 2 19'y`) SUPERVISORS OFFICE TOWN OF SOUTHOLD New York State Department of Environmental Conservation Division of Solid & Hazardous Materials, Region One Building 40 - SUNY, Stony Brook, New York 11790-2356 _ Phone: (516) 444-0375 FAX: (516) 444-0231 John P. Cahill Commissioner July 30, 1999 The Honorable Jean W. Cochran Supervisor Town of Southold Town Hall 59095 Main Road Southold,New York 11971 — Dear Supervisor Cochran: The New York State Department of Environmental Conservation ("Department") is in receipt of a Dvirka and Bartilucci letter dated June 28, 1999 requesting additional time to submit the closure construction plans for the Southold Landfill. This extension is due to a variety of reasons primary of which is the need to coordinate with LIPA to raise the height of high voltage wires which span the landfill. The Department agrees that the safety of the personnel working on the closure and capping of the landfill is extremely important. The Department will therefore grant an extension for submittal of the construction plans until October 1, 1999. This should allow sufficient time to resolve the issues with LIPA. If there are any questions,please contact the undersigned at 516-444-0388. Sincerely, Ernest Lampro Jr.� Environmental Engineer I cc: Alice Hussie,Town of Southold Gregory Yakaboski,Town of Southold James Bunchuck,Town of Southold Melissa Treers, NYSDEC,Albany David Glass,D&B Thomas Maher,D&B file: 52S 17 FFO t o�osu � G JAMES BUNCHUCK co y� P.O. Box 962 SOLID WASTE COORDINATOR y = Cutchogue, New York 11935 Tel: (516) 734-7685 Fax: (516) 734-7976 •1�►01 � dao SOUTHOLD TOWN SOLID WASTE DISTRICT October 27, 1999 Ernest Lampro, Jr. New York State Department of Environmental Conservation Division of Solid and Hazardous Materials, Region I Building 40—SUNY Stony Brook,NY 11790-2356 Dear Mr. Lampro: As you are aware,the Town of Southold is planning to excavate soil from the on-site borrow area immediately north of the landfill to be used in capping and closure of the Southold Landfill, and to increase the area of the borrow pit to support the Town's yard waste composting program. Based on our telephone discussion, you indicated that a minimum set back of 25 feet would have to be maintained from the property line to the top of the slope and that the slope face would need to be graded to one foot vertical and two feet horizontal. In review of 6 NYCRR Part 422,Mined Land-Use Plan, 422.2,(3), (v), (b), it states that the slope created by the excavation of coarse sand and gravel can be 33 degrees, or a slope of one vertical on one and one-half horizontal. Since the increase in slope would result in an increase in the amount of material which could be excavated and increase the area of the borrow pit for composting activities, we request that the Department review the possibility of increasing the slopes to 33 degrees. The enclosed soils analysis indicates the borrow soil to be a medium sand and gravel. Please advise us as to whether a slope of one vertical to one and one-half horizontal would be acceptable. (It should be noted that much of the existing slope in the borrow pit is about 33 degrees and supports vegetation). We are currently planning the preparation of a borrow area excavation plan and typical cross sections to be included with the contract documents for closure of the Southold Landfill previously sent to you. As the Town is interested in bidding the closure of the landfill in the near future, we would appreciate you determination as soon as possible. Mr.Ernest Lampro,Jr.,NYS 10/27/99 Re:Borrow Pit Excavation p.2 If you have any questions regarding this matter or require additional information, please do not hesitate to contact me. Sincerely James Bunchuck Solid Waste Coordinator Enclosure / cc: Supervisor Cochranv Thomas Maher, D&B Iwo I 111 III .I■ipu � 1 IIAI I pMilli 11 Milli inIN 11 1 IVI I IMIII PON �� ■I �� II I �ONE I �II 1 � ��lI11 �II � 0 NINE oil II 1�1 1111 MEIN III Ioil �11 11111, I 0 SILT OR CLAY Specimen IdentiflCation TOM E Dvirka and Bartilucci CONSULTING ENGINEERS 330 Crossways Park Drive,Woodbury, New York, 11797-2015 516-364-9890 ■ 718-460-3634 ■ Fax:516-364-9045 e-mail: db-eng@worldnet.att.net November 6, 1998 Mr. Ernest Lampro, Jr. Environmental Engineer I NYSDEC Region I Division of Solid and Hazardous Materials Bldg. 40—SUNY Stony Brook,NY 11790-2356 Re: Southold Landfill Test Pit and Waste Delineation Report D&B No. 1314 FO Dear Mr. Lampro: Enclosed please find for you review and for our meeting on November 12 one copy of the Test Pit and Waste Delineation Report for the Southold Landfill. The report has been prepared to delineate the limits of waste for development of the Closure Plan and to evaluate the feasibility of consolidating waste as part of landfill closure. As shown by the report, the limit of waste has been well-defined. In addition, with the possible exception for limited waste consolidation along part of the southern boundary of the landfill there is little, if any, other opportunity for consolidation and, the limited amount of waste consolidation possible would not result in significant benefit. If you have any questions or comments, please do not hesitate to contact me at(516) 364-9890. Very truly s, Lr o6T.' ma er, P.E. Vice Pr sident TFM/MW/bl Enclosure cc/encl.: M. Treers (NYSDEC-Albany) J. Cochran(Town of Southold) A. Hussie (Town of Southold) J.Bunchuck(Town of Southhold) D. Glass (D&B) cc w/o encl.: A. Cava(NYSDEC—Region 1) ♦1314/tfm98-36.Itr(RO1) A DIVISION OF WILLIAM F.COSULICH ASSOCIATES,P.C. i Dvirka and 0 Bartilucci CONSULTING ENGINEERS 330 Crossways Park Drive,Woodbury, New York, 11797-2015 516-364-9890 ■ 718-460-3634 Fax: 516-364-9045 e-mail: db-eng@worldnet.att.net June 28, 1999 Anthony J. Cava, P.E. Regional Solid Waste Engineer New York State Department of Environmental Conservation SUNY—Building 40 Stony Brook, NY 11794 Re: Southold Landfill Closure D&B 1314—F2 Dear Mr. Cava: As you are aware, we are in the process of preparing the contract drawings and specifications for the Southold (Cutchogue) Landfill closure construction. As part of this effort, the Town is presently engaged in the following activities: • Coordinating with LIPA to raise the height of high voltage wires which span the site and evaluating options for integrating the power line towers into the cap, or relocating the towers outside the limits of the cap. • Obtaining easements around the perimeter of the landfill as needed for cap construction, materials lay down and the construction site entrance/exit. Completing the drawing showing access roads and contract limits will depend on the outcome of this effort. • Evaluating options for regrading the entrance to the landfill cap main access road in order to minimize the impacts resulting from the difference in elevation between the access road entrance and the scales and scale house. Alternate options being considered include raising the scales and scale house and regrading the proposed modifications to the collection center in the adjacent area. It is anticipated that the effort required to obtain the information identified above and to finalize the affected drawings and specifications, will be complete on or about September 1, 1999. As a result, on behalf of the Town of Southold, we are requesting an extension of time for submittal of the closure construction plans and specifications until on or about September 1, 1999. This is A DIVISION OF WILLIAM F.COSULICH ASSOCIATES,P.C. } OVIRKA AND BARTILUCCI Anthony J. Cava, P.E. Page Two Regional Solid Waste Engineer New York State Department of Environmental Conservation June 28, 1999 based on the assumption that the issues associated with the LIPA high voltage wires and towers will be resolved in a timely matter. If you have any questions with regard to this request or require additional information, please do not hesitate to call me. Very truly your , ' Tw omas . Maher, P.E. Vice President TFM/ld cc: Jean W. Cochran, Supervisor Louisa P. Evans, Councilwoman Alice J. Hussie, Councilwoman William D. Moore, Councilman Brian G. Murphy, Councilman John M. Romanelli, Councilman Gregory F. Yakaboski,Town Attorney James Bunchuck, Solid Waste Coordinator Ernest Lampro, Jr., NYSDEC -Region I ♦1314/TFM99-20.LTR(R06) r r * * * DRAFT ' I P October 21, 1999 Ernest Lampro, Jr. Oy New York State Department of ,9 Environmental Conservation IW- Division of Solid and Hazardous Materials,Region I Building 40—SUNY Stony Brook,NY 11790-2356 Dear Mr.Lamps As we discussed recently,the Town of Southold would like to resume mining bank run sand from the borrow pit north of the Cutchogue landfill in an effort to offset the cost of acquiring the required cover materials. Since the Town is still well short of the amount of sand needed for the capping project,the cost savings would be significant. In addition,the mining would result in a larger area for proposed future composting activity in the borrow pit once the landfill is closed. We estimate that perhaps as much as 100,000 cubic yards of sand could be recovered for use in the capping project. This amount,when added to the roughly 105,000 cubic yards of clean sand already purchased by the Town and stockpiled on site,may come close to providing nearly all of the clean sand needed for the project. Specifications for mining of the sand,pursuant to applicable regulations regarding setbacks, slope, stability, and reclamation will be incorporated into the landfill closure design. The Town intends to qualify the mined sand for use in the barrier protection layer(BPL)and top soil layer of the landfill cap. While it is uncertain if available sand will exceed what is required for capping purposes,any excess would be used for surface reclamation in the bottom of the borrow pit. Please feel free to contact me if you have any questions concerning these plans. Alternatively, we will be able to discuss them further with you at our meeting on November 4. Sincerely, James Bunchuck cc: Supervisor Cochran Tom Maher, D&B David Glass, D&B * * * DRAFT October 21, 1999 Ernest Lampro, Jr. New York State Department of Environmental Conservation Division of Solid and Hazardous Materials, Region I Building 40—SUNY Stony Brook,NY 11790-2356 Dear Mr. Lampro: As we discussed recently,the Town of Southold would like to resume mining bank run sand from the borrow pit north of the Cutchogue landfill. Since the Town is still well short of the amount of sand needed for the capping project,this would significantly offset the cost of acquiring the required cover materials. In addition,the mining would result in a larger area for proposed future composting activity in the borrow pit once the landfill is closed. We estimate that perhaps as much as 100,000 cubic yards of sand could be recovered for use in the capping project. This amount,when added to the roughly 105,000 cubic yards of clean sand already purchased by the Town and stockpiled on site,may come close to providing nearly all of the clean sand needed for the project. Specifications for mining of the sand,pursuant to applicable regulations regarding setbacks, slope, stability,and reclamation will be incorporated into the landfill closure design. The Town intends to qualify the mined sand for use in the barrier protection layer(BPL)and top soil layer of the landfill cap. While it is uncertain if available sand will exceed what is required for capping purposes,any excess would be used for surface reclamation in the bottom of the borrow pit. Please feel free to contact me if you have any questions concerning these plans. Alternatively, we will be able to discuss them further with you at our meeting on November 4. Sincerely, James Bunchuck cc: Supervisor Cochran Tom Maher,D&B David Glass, D&B � Y • d1Dvirka and 0 Bartilucci CONSULTING ENGINEERS 330 Crossways Park Drive,Woodbury,New York, 11797-2015 516-3649890 ■ 718-460-3634 ■ Fax:516-3649045 e-mail: db-eng@woddnet.att.net February 8, 1999 Ernest Lampro,Jr. New York State Department of Environmental Conservation Division of Solid&Hazardous Materials, Region One Building 40—SUNY Stony Brook, New York 11971 Re: Southold Landfill Final Closure Plan D&B No. 1314-F1 Dear Mr. Lampro: On behalf of the Town of Southold we are responding to your letter dated January 11, 1999 regarding the Final Closure Plan. Your comments and corresponding responses are presented below. NYSDEC Comment No. 1: The Final Closure Plan on page 8-4 was modified to add that condensate from wells outside the limits of waste would be collected for proper disposal. This implies that condensate from wells inside the limits of waste would not be collected(ie., drained back down the well as specified in the Draft Closure Plan). The Plan must have the condensate from all the wells collected. Response to Comment No. 1: Condensate from gas collection wells, if installed, will be collected for proper off-site transport and disposal, regardless of the location of the wells:from which condensate is collected. NYSDEC Comment No. 2: On page 3-6, the Final Closure Plan states that at the end--of the- work day, exposed waste would be covered by six-inches of daily cover (general fill). The November 18 D&B response to Department comments stated that six-inches of soil would be used to cover any exposed waste at day's end. Response to Comment No. 2: General fill, which may consist of soil and/or alternate materials approved by the NYSDEC such as glass sand, will be used to cover exposed waste at the end of each day. A DIVISION OF WILLIAM F.COSULICH ASSOCIATES,P.C. � OVIRKA AND BAATILUCCI Ernest Lampro, Jr. Page Two New York State Department of Environmental Conservation Division of Solid&Hazardous Materials, Region One February 8, 1999 NYSDEC Comment No. 3: This project is receiving financial assistance through the Landfill Closure State Assistance Program. The Town is therefore required to provide documentation relating to all revenues received from any alternate grade material utilized. The Town must add to the closure plan an appendix which addresses how the information is to be collected and maintained and the frequency with which it is to be submitted. Response to Comment No.3: The Town will be submitting a separate response to this comment. As we understand your letter of January 11, 1999, with the submittal of this letter and the forthcoming response to Comment 3 above, the Final Closure Plan will be deemed approved. As a result, as of the date of this letter, and in accordance with the terms of the Stipulation Agreement between the Town and the NYSDEC dated October 15, 1994, we will proceed with preparation of the construction plans and specifications for the landfill closure. If you have any questions regarding this matter or require additional information, please do not hesitate to contact me. Very truly yours, Thomas F. Maher, PE Vice President TFM/DSG/bl,tam Cc: Jean Cochran, Supervisor,Town of Southold Alice Hussie, Town of Southold J : David Glass, Dvirka and Bartilucci ♦1314lrFM99-05.LTR(R02) •uoileiado ftunu 9141 to amen 9141 apinoJd 9L uoilsanp 85-19-2(8/93)-10d NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION DIVISION OF MINERAL RESOURCES MINED LAND RECLAMATION PROGRAM 7. MINED LAND PROJECT Yea No MINING PERMIT APPLICATION a. Will the total acreage affected by mining ❑ �. 1. MINED LAND FILE NUMBER (If assigned) 2.. TELEPHONE NUMBER for the entire mining site exceed 5 acres? b. Will the vertical depth from the top of the ❑ - mine face to the floor exceed 20 feet? 3. NAME OF APPLICANT ?�wN GF `�„pu T'},/p� c. Will there be on-site processing of mining ❑ r products(eg.crushing,screening, washing)? 4. PER ANENT ADDRESS- d. Will mining occur within 100 feet of a El surface water body(eg.stream,lake) or wetland area? CITY STATE ZIP CODE e. Will any consolidated minerals be mined ❑ (eg.limestone,trap rock, sandstone)? f. Will mining occur within 500'of any ❑ S. CONTACT PERSON 8. TELEPHONE NUMBER dwelling? g. Will mining ever occur at or below the ❑ mean high water table? 8. TAXPAYER IDt� 9. APPLICATION TYPE , 6�d If other than individual, provide Federal Taxpayer ID Number ew ❑ Renewal ❑ Modification 10. a. PRESENT PERMIT TERM r b. COMING PERMIT TERM 11. COMMON GEOLOGIC NAME OF MINERAL TO BE MINED r _ r Ex iration date 1 ❑ 5 years 4 Other A years 12. LOCAL ORDINANCES r b. Does the local government require anyt e of permit for a. Is miningprohibited at this location? El Yes No r miningat this location? Yea T No 13. a. ARE ANY OTHER STATE MINING PERMITS CURRENTLY HELD r b. If YES, give DEC mine file number(s). BY THE APPLICANT? ❑ Yes39 No r 14. Hes any owner,partner, corporate officer or corporate director of your organization ever held any of these positions in another organization that has had a New York State mining permit SUSPENDED OR REVOKED or has had a New York State mined land reclamation bond FORFEITED? ❑ Yes No If YES, identify the person(s). 15. ACREAGE SUMMARY(To be filled in by applicant) jOR C1-4 if`F)Ci/�L E1LC USE )1stL.Y a. Total acreage controlled by owner at this location �Q acres , q • b. Total acreage permitted by DEC prior to this application 0 acres C. Total acreage affected since April 1, 1975 stacresZ d. Total acreage approved by DEC as reclaimed since April 1, 1975 acres e. Current affected acreage(c minus d) acres e;` r f. Acreage included in this application,but not previously approved acres ^{ �—► g. New acreage to be affected during the coming permit term !J s rc es t n ;1 h. Number of acres to be reclaimed during coming permit term 0 acres •. , „... �, n�''�. 18. NAME OF MINING SITE �O UT NOa �(,LJ}J �.19 Nle I�SL.L 17. MINE LOCATION `/ 18. MAP LOCATION Road C-041071� 1n ' 7T utG Irm to� N a. Quadrangle Name Nearest Road Intersection co/c /erne b. El 15 minute�754 minute Town (.I w /L>t County ' •3a ^�a , 19. NAME AND ADDRESS OF SURFACE LANDOWNER _ TotvN vF .mot T ybc,�� 6-3 cr 9S M A .rig/ ��� �cad N6C�, N y l/9 71 20. NAME AND ADDRESS OF MINERAL OWNER (if different) 21. 1 am the owner ❑ in fee, ❑ of the mineral rights of the property that is to be mined by the above applicant. I have read the contents of the Mined Land Use Plan, which sets forth the applicant's mining and reclamation plan for the property to be mined,and I hereby Irrevocably consent and agree to theperformance of the Mined Land Use Plan by the applicant, his surety or insurer or the NYS Department of Environmental Conservation. I further agree to allow access to the property to department personnel for the purpose of conducting ineEections or investiQetion�in the regular course of their duties______________________- - _ -------------------- -------- -- ------- - - -- - SIGNATURE OF OWNER DATE_ -- 22. 1 hereby affirm,under penalty of perjury that information provided on this form is true to the bast of my knowledge and belief.False 1— ..a_-_nwiw6wF.lw...IN—2_wniwd..«waww.w,..a.._s_#- 9 n Ar wi 0— 0...I 1 w... 379186 0 BANNER BUSINESS FORMS(518)381 MINING PERMIT APPLICATION INSTRUCTIONS PLEASE TYPE OR PRINT CLEARLY. Submit 5 copies of this form. Retain the back copy for your records. Answer all questions completely and accurately. Incomplete forms will be returned. If you have any questions regarding this form, contact the Mined Land Reclamation Specialist for the region in which the mine is or will be located (see map on the reverse side of this instruction sheet). Submit your entireapplication package to the Regional Permit Administrator for the region in which the mine is or will be located (see map on reverse side). SPECIFIC INSTRUCTIONS: Question 1 If the property has previously been included in a mining permit or application, enter the ten digit NYSDEC mine file number. Question 2 Enter the telephone number of the applicant. Questions 3 & 4 Enter the name and permanent address of the applicant. Questions 5 & 6 Provide the name and telephone number of a contact person, if different from the applicant. Question 7 Answer questions "a"through "g"to assist DEC in determining the application's classification under the State Environmental Quality Review Act (SEAR). For renewal applications, this question may be left blank. Question 8 If the applicant is other than an individual person leg. a corporation, partnership or sole proprietorship), enter the taxpayer ID number. Question 9 Check the appropriate box. If you are modifying your application at the time of renewal, check both the renewal and modification boxes. Question 10 In "a," enter the expiration date of your current permit. In "b," indicate the permit term for which you are applying. Question 11 Provide the name of the mineral to be mined leg. sand and gravel, shale, limestone, clay, sandstone). Question 12a & b Check the correct boxes regarding local laws, ordinances and permits. For renewals, this question may be left blank. Question 13a & b Give the status of other NYSDEC mining permits held by the applicant. Question 14 Give the history of permit suspensions,revocations,and bond forfeitures by persons in your organization. Use additional sheets of paper, N necessary. Question 15 Enter acreage figures.'to determine acreages, "Affected" means the area of land from which overburden or a mineral is to be or has been removed or upon which refuse or spoil is.to be or has been deposited; or lands disturbed by the construction or improvement of haulageways; dr lands disturbed by storage areas, repair areas, shipping areas and areas in which equipment machinery, tools or other personal property is situated. "Affected" land also includes any land disturbed by improper mining practices. If land was permitted to be mined in the current permit term, but has not yet been disturbed, include this in the acreage "affected." 15a Enter the total number of acres owned or controlled by the landowner at this location. 15b If this is a renewal or modification application, enter the total acresgd previously reviewed and approved as part of the DEC's Life of Mine review (total number of acres of Mineral reserves that will be mined over the duration of mining at that location) as Indicated in the Mined Land Use Plan. For a new application, enter 0 acres. 15c Enter the number of acres "affected" at this site from April 1, 1975 to the present. 15d Enter the number or acres formally approved by DEC as having been reclaimed. 15e Subtract the number in "d" from the number in "c" to determine the currently "affected" acreage. 15f If this application includes acreage not previously reviewed and approved by DEC (Life of Mine review), enter the number of acres here. 15g Enter the number of additional acres (do not include acreage listed in question "e") proposed to be "affected" during the coming permit term (this may or may not include all, or a portion of, the area identified in question "f"). 15h Enter the number of acres you expect to reclaim during the coming permit term. Acreage from 15e and 15g represent the total amount of"affected"acreage for the coming permit term, upon which the annual regulatory fees and reclamation bond will be calculated. S 0 Question 16 Provide the na f the mining operation. Question 17 Provide the location of the mine with sufficient detail for DEC staff to locate the mine for inspections. cts ocation . Question 18 Enter time e. You must also te correct include theax for the scale of the actual map with the mine Qlocation quadrangle map tit aalongtw thhyolur other of the application materials submitted to DEC. mineral Questions 19 & 20 landowner Question 20 shouldaddress of hbecompleted onlyurface and ef the mineral ral s. lndicate whether rights have been it in the deed. or Question 21 [ e owners signature is required on all applications. Please be sure the owner checks the appropriate box in he Question 22 All applications must be signed by the applicant or an authorized representative of the company. Department of Environmental Conservation Division of Compliance Services cuNroN REGION 6 State Office Building rEANxLIN 317 Washington Street Watertown, NY 13601-3787 sT.LAWalNcs 0 REGION 5 (315) 785.2245 Route 86, PO Box 296 �a►fa"10N asSEx Ray Brook, NY 12977-0296 SUB-OFFICE 0 (518) 897-1234 State Office Building SUB-OFFICE 207 Genesee Street NAMN roN Utica, NY 13501-2885 LlWrs County Route 40 PO Box 220 (315) 793-2555 Warrensburg, NY 12885-0220 A. osWEGi .� , (518) 623-3671 NIAGARA KLMANS �jtew WAYNa O f 1t,iJ s11M,T�lt:d rT00A — MONaOE ONONDAGA oENasaa OON`Gp ORY t' REGION 4 C ONTARIO MADISON Sc,O 1150 North Westcott Rood 2 CAYUGA ? Schenectady, NY 12306.2014 aKNr WYOMING YATES vO CNENANGO oTiEGQ ALlA (518) 357-2069 ♦ NY I,- ,�'' o - SUB-OFFICE +� d" u — r Route 10,Jefferson Rood HCR#1, PO Box 3A ciIAuuu"A carrAAuucus u taousr snuaEN wt Aweli s! 6' Stamford, NY 12167-9503 E � O TIOGA !!DOM c� (607) 652-7741 ULSTER �y'+ qua REGION 3 REGION 9 REGION 8 REGION 7 21 South Putt Corners Road 270 Michigan Avenue 6274 E Avon-Limo Road 615 Erie Boulevard, West su�uYAN New Pultz, NY 12561-1696 3 Buffalo, NY 14202999 Avon, NY 14414-9519 Syracuse, NY 13204-2400 oI,ANGa PUTNAM (914) 256-3054 (716) 85 1-7165 (716) 226-2466 (315) 426-7400 SUB-OFFICE SUB-OFFICE '�t ♦�ti+�« 128 Suuth StrOet 1285 Fisher Avenue Olean, NY 14760-0645 Cortland, NY 13045-1090 (716) 372-6242 (607) 753-3095 r�.� �fUIfOLK a REGION 1 t= Regional Headquarters REGION 2 SUNY Campus 1 Hunters Point Plato Loop Rood, Building 40 * Regional Sub-Offices 47-40 21st Street Starry Brook, NY 11790-2356 Long Island City, NY 1 1101-5407 (516) 444-0360 ❑ Indicates the portion of a region (718) 482-4997 served by the Sub-Office 1 • • coG JAMES BUNCHUCK �� P.O. Box 962 SOLID WASTE COORDINATOR C* : Cutchogue,New York 11935 Q • Tel: (516)734-7685 Fax: (516) 734-7976 �►�l � dao SOUTHOLD TOWN October 22, 1999 SOLID WASTE DISTRICT Ernest Lampro,Jr. New York State Department of Environmental Conservation Division of Solid and Hazardous Materials, Region I Building 40—SUNY Stony Brook,NY 11790-2356 Dear Mr. Lampro: As we discussed recently,the Town of Southold would like to resume mining bank run sand from the borrow pit north of the Cutchogue landfill in an effort to offset the cost of acquiring the required cover materials. Since the Town is still well short of the amount of sand needed for the capping project,the cost savings would be significant. In addition,the mining would result in a larger area for proposed future composting activity in the borrow pit once the landfill is closed. We estimate that perhaps as much as 100,000 cubic yards of sand could be recovered for use in the capping project. This amount,when added to the roughly 105,000 cubic yards of clean sand already purchased by the Town and stockpiled on site,may come close to providing nearly all of the clean sand needed for the project. Specifications for mining of the sand,pursuant to applicable regulations regarding setbacks, slope,stability,and reclamation will be incorporated into the landfill closure design. The Town intends to qualify the mined sand for use in the barrier protection layer(BPL)and topsoil layer of the landfill cap. While it is uncertain if available sand will exceed what is required for upping purposes,any excess would be used for surface reclamation in the bottom of the borrow pit. Please feel free to contact me if you have any questions concerning these plans. Alternatively, we will be able to discuss them further with you at our meeting on November 4. Sincerely, James Bunchuck cc: Supervisor Cochran Tom Maher, D&B Tony Conetta,D&B David Glass, D&B OCT-20-99 12 = 55 FROM: ID: 1 PACE 1/2 / rr VVV October 25 1(.199 c G I / Mr. Ernest Lampro, Jr. Division of Solid & Hazardous Materials New York State DEC, Region 1 _ Building 40- SUNY Stony Brook,NY 11990 post-It*Fax Note 7671 /o ,► To irm co.roePt. ro. Re: Excavation of On-Site Borrow Material Phone Phone w Town of Southold Landfill Closure Fax* Fax w Dear Mr. Lampro: As you are aware the Town of Southold is currently evaluating the use of borrow soils for which could be excavated from the on-site borrow area immediately north of the landfill and used in the capping and closure of the Town's landfill. Based upon our telephone discussion, you indicated that a minimum set back of 25 feet would have to be maintained from the property line to the top of slope. In addition you indicated that the slope face would need to be graded to one foot vertical on two feet horizontal. However, our reading of b NYCRR Part 422 Mined Land-Use Plan, 422.2, (c), (v), (b) is that the slope created by the excavation of coarse sand and gravel can be 93 degrees, or a slope of one vertical on one and one-half horizontal". Since the 1:2 slope which you require would mean a reduction in the amount of material which could be mined and the slightly steeper slope would represent an important saving for the Town, we request that you consider the enclosed soils analysis that indicates the borrow soil to be a medium sand and gravel. Please advise us as to whether a slope of one vertical to one and one half horizontal would be acceptable. We are currently planning the preparation of a Borrow Area Excavation plan and typical cross sections to be,included with the Contract Documents for General Construction previously sent to you. Please advise us as to whether any additional information, applications or permits would be required to be submitted to your department in order to proceed with this work as part of the capping and closure of the landfill. As the Town is interested in bidding the General Construction for the closure of the landfill in the near future we would appreciate your determination as soon as possible. OCT720-99 13 51 FROM = • iD • PACE 1/2 DRAFT October 2.1, 1999 Jean W. Cochran, Supervisor Town of Southold Town Hall Post-it°Fax Note 7671 Gate f p 1 pe ec 53095 Main Road To Prom P.O. Box 1179 lco.opt. co. Southold,NY 11971 . Phone 0 1 Fox N 7 � 9r Fex« ; r Re: Landfill Borrow Area Grading D&B No. 1314 Dear Supervisor Cochran: In order to address mining material from the borrow pit for purposes of Iandfill closure and to maximize space in the borrow pit for material storage, Nve have evaluated excavation of soil from this area. The following provides our design concept and costs to perform the work. Design Concept • Those areas on the west side and east side of the borrow area that offer an opportunity from which to excavate soils will be cut back to within a 25-foot setback from the property line at the top of the slope and the side slopes will be graded to 1-foot vertical to 2-foot horizontal or 26 degrees, both in accordance with NYSDEC requirements. • Existing side slopes of the borrow area which are at or exceed NYSDEC setback and slope requirements will not be regraded or disturbed. • Since the floor of the borrow area already is at the minimum depth for separation from groundwater under N YSDEC regulations (5 feet), no further excavation of the floor area will be made. • Prior to bidding and construction, the borrow area soils will need to be tested so that they may be prequalified for use in construction of the cap. The testing requirements will be the same as those previously specified and recommended for the existing stockpiled golf course sand. For estimating purposes, it is assumed that approximately 100,000 cubic yards of material will be excavated from the borrow pit. Testing requirements include; OCT-20-99 13 51 FROM I PACE 2/2 Jean W. Cochran, Supervisor Page Two Town of Southold Town Hall October 21, 1999 1. Crain Size Distribution -one test per 1,000 cubic yards of material, for a total of 100 tests. 2. Pgrmeability-one test per 5,000 cubic yards of material, for a total of 20 tests. 3. Moisture Density (Standard Proctors - one test per 5,000 cubic yards, for a total of 20 tests. 4. Visual Identification of Soils (USC'S� - one test per 5,000 cubic yards and whenever material is perceived to change, assumes 25 analyses. • Two new drawings will need to be prepared and added to the existing set of closure construction drawings. These drawings include a Borrow Area Excavation and Grading Plan and Typical Cross Sections required to perform and control the grading. • Based on the grading plan, a detailed estimate will be prepared of the quantity of borrow material which can be excavated. • The contract specifications will need to be expanded to provide for excavation of borrow area soils and their use in the construction, as well as determination of material quantities and revisions to the bid quantities, bid sheets and the construction cost estimate. Design and Testing Coot The cost for the engineering design for grading for the borrow area($ ) and prequalification testing of borrow area soils based on 100,000 cubic yards ($ ), is estimated to be a total of It is assumed that the Town will provide a backhoe and payloader and operators to support the soil sampling. Very truly yours, Thomas F. Maher, P.E. Vice President Tl~M/tam cc: J. Bunchuck, Solid Waste Coordinator 0 1314/rFM994 i LTR(R02) r ;Dvirka and O Bartilucci CONSULTING ENGINEERS 330 Crossways Park Drive,Woodbury,New York, 11797-2015 516-364-9890 ■ 718-460-3634 ■ Fax:516-364-9045 e-mail: db-eng@worldnet.att.net April 28, 2000 Anthony J. Cava, P.E. Regional Solid and Hazardous Waste Engineer New York State Department of Environmental Conservation SUNY-Region 1 -Building 40 Stony Brook, NY 11790-2356 Re: Southold Landfill Closure D&B No. 1314 Dear Mr. Cava: This is a follow-up to my letter of February 18, 2000, to provide you with an update of the status of closure of the Southold Landfill. As you are aware, there has been a delay in bidding the construction contract due to the need to resolve replacement of the transmission towers on the landfill with LIPA. LIPA was to have made a decision with regard to replacement of the towers on March 31, 2000, but the meeting to make this decision within LIPA was cancelled. A meeting was held by LIPA on April 13, 2000, and a decision was made to look at different alternatives for overall replacement of the towers in the Town of Southhold. It is LIPA's intent to resolve this matter in early May, including the need to replace the towers at the landfill. As explained in the February 18 letter, the Town feels that it is prudent not to bid the construction contract until it knows LIPA's plans and schedule for replacement of the towers. The Town still plans to bid the construction contract this year but, depending on LIPA's decision and schedule, the contractor may not be able to begin construction until early next year. You should be aware, however, that the Town is continuing to proceed with work on the landfill in conformance with the approved closure construction documents. This work includes filling of the former scavenger waste lagoons, construction of the recharge basins and preparation of the construction access roadway. A surveyor is placing grade stakes to guide construction of the recharge basins. This work is being supervised on a weekly basis by our firm dependent on the work performed for a given week. After completion of the recharge basins and the access roadway, the Town intends to begin grading of the landfill to prepare the subgrade for closure. A surveyor also will place grade stakes to guide construction of the subgrade. A DIVISION OF WILLIAM F.COSULICH ASSOCIATES,P.C. OVIRKA AND BARRTILUGCI • r Anthony J. Cava, P.E. Page Two Regional Solid and Hazardous Waste Engineer New York State Department of Environmental Conservation April 28, 2000 If you have any questions or require additional information, please do not hesitate to call me. Very truly yours, �a- tol�' Thomas F. Maher, P.E. Vice President TFM/tam cc: Jean W. Cochran, Supervisor,Town of Southold Gregory Yakaboski, Esq., Town of Southold James Bunchuck, Town of Southold 01314/TFMOOLTR.doc-25(RO3) APR-05-00 16 : 01 FROM7 40 IDr51j649045 PACE 1!2 PRIVILEGE AND CONFIDENTIALITY NOTICE The information in this fax is intended for the named recipients only. It may contain privileged and confidential matter. If you have received this fax in error,please notify Dvirka us immediately by a collect telephone call to (516) and 364.9890 and return the original to the sender by mail. We will reimburse you for postage. Do not disclose the Ba.,l}Lflucci contents to anyone. Thank you. dLQ) CONSULTING ENGINEERS 330 Crossways Park Drive,Woodbury, New York. 11797-2015 516-364-9890 • Fax:516-364-9045 D&B FAX NO: (516) 364-9045 DATE: 4•� an COMPANY NAME ATTENTION: Jim Awl" FAX NO.:FROM: SUBJECT: _. VIAY u � ._.__JOB#: NO. OF PAGES. _. (including cover sheet) MESSAGE: ���-" —_.... New, 16 1 THANK YOU: A DIVISION OF WILLIAM F COSULICH ASSOCIATES,P.C. APR-05-00 16 : 01 FROM: 10 : 51E' 9045 PAGE 2/2 April 5, 2000 Igor C. Sikiric,Environmental Engineer Division of Solid &Hazardous Materials, Region One New York State Department of Environmental Conservation Building 40—SL NY Stony Brook, NY 11790-2356 Re: Southold Landfill. Closure Variance Request No. 5—Drainage Way Slopes D&B 1314 Dear Mr_ Sikiric: We are writing on behalf of the Town of Southold in response to your letter dated March 28, 2000, regarding the above referenced variance request. We acknowledge that the variance request applies to the provisions of 360-2.13(r)(2)(ii) . Additionally,on behalf of the Town,we accept the two stipulations in your letter. The variance only provides for a reduction in the slopes of drainage controls, and all other final cover slopes must be graded to meet the four ,percent minimum; and, the post closure monitoring and maintenance operations manual will appropriately address the inspection, monitoring and maintenance of the drainage structures. The manual will outline the measures which will be taken should post, closure inspections determine that any pant of the drainage controls are not operating in a manner that allows storm water to be properly collected. As we understand it, with acceptance of the two stipulations as indicated above, the Department will now approve the variance. If you have any questions or require additional information regarding this matter, please do not hesitate to call me. Very truly yours, 'T'homas F- Maher, P.E. Vice President TFM/DSO(t)/ld cc: Supervisor Jean W. Cochran (Town of Southold) Gregory F. Yakaboski,Esq.(Town of Southold) ' James$upchuck (Town of Southold) David Glass(D&B) •1314\M,100t TR-17-DM 0 d1Dvirka and O Bartilucci CONSULTING ENGINEERS 330 Crossways Park Drive,Woodbury, New York, 11797-2015 516-364-9890 ■ 718-460-3634 • Fax:516-364-9045 e-mail: db-eng®worldnet.att.net April 6, 2000 Igor C. Sikiric, Environmental Engineer Division of Solid & Hazardous Materials, Region One New York State Department of Environmental Conservation Building 40—SUNY Stony Brook, NY 11790-2356 Re: Southold Landfill Closure Variance Request No. 5 —Drainage Way Slopes D&B 1314 Dear Mr. Sikiric: We are writing on behalf of the Town of Southold in response to your letter dated March 28, 2000, regarding the above referenced variance request. We acknowledge that the variance request applies to the provisions of 360-2.13(r)(2)(ii) . Additionally, on behalf of the Town, we accept the two stipulations in your letter. The variance only provides for a reduction in the slopes of drainage controls, and all other final cover slopes must be graded to meet the four percent minimum; and, the post closure monitoring and maintenance operations manual will appropriately address the inspection, monitoring and maintenance of the drainage structures. The manual will outline the measures which will be taken should post closure inspections determine that any part of the drainage controls are not operating in a manner that allows storm water to be properly collected. As we understand it, with acceptance of the two stipulations as indicated above, the Department will now approve the variance. If you have any questions or require additional information regarding this matter, please do not hesitate to call me. Vnruly your, Thomas F. Maher, P.E. Vice President TFM/DSG(t)/id cc: Supervisor Jean W. Cochran (Town of Southold) Gregory F. Yakaboski, Esq. (Town of Southold) James Bunchuck (Town of Southold) David Glass (D&B) ♦1314\TFMOOLTR-17.DOC A DIVISION OF WILLIAM F.COSULICH ASSOCIATES,P.C. 4 • Dvirka and Bartilucci CONSULTING ENGINEERS MEMORANDUM TO: James Bunchuck FROM: David S. Glass DATE: October 24, 2000 SUBJECT: Southold Landfill Erosion Control for Recharge Basins 1 and 2 D&B No. 1314-N We estimate approximately 3,100 yds2 of erosion control blanket is required to cover the sidewalls and temporarily stabilize the soils in Recharge Basins 1 and 2. Tabulated below are price quotations furnished from distributors for erosion control blanket, staples to secure the material and shipping. Additionally, the price quotations received from responsive distributors are attached. The products for which we have obtained the quotations are 100 percent straw matrix inserted between two layers of photodegradable netting. Each product is designed to provide erosion control for up to 10 months. Specifications for the products supplied by the responsive distributors are also enclosed. Area Cost No. of Cost Product per roll No. per Boxes of per Manufacturer Distributor Name (yd 2) Rolls Roll Staples Box Freight Total Erosion Control George L. Systems Wilson and 2020-01 100 31 $57.50 4 $42 $225 $2,176 Co. Inc North American Carmo S-150 80 39 $58.40 4 $45 $300 $2,758 Green Supply,LLC Raw on-responsive, price quote could not be obtained for required material Bon Terra Equipment quantity. Corp. Erosion Verdyol Control on-responsive,product does not meet required specifications. Technologies Please note that these prices do not include taxes. Please do not hesitate to call me at(516) 364-9890 if you have any questions. DSG/ck,kd cc: T. Maher, D&B ♦1314\DSG00LTR-06.DOQR04) 1`0/24/2000 08:33 4123212459 GEORGE L WILSON COPAGE 01 a.• &AST GENERAL nOSINSON ST..p aun� .... -- • FAX�, (414 921.P.49 t FACSINILB T"NSNTTAL NO.OF PAGES: I DATE-_ J (INCLUDING THIS PAGE) TO: Q ne COMPANY: FAX NUMHER= 51G _3l04.. �• FROM: i� OF: GEORGE I'- WILSON L CO" INC- NE: 412-321-3217 OR 412_321-3129 PURCHASING 28 ACCOUNTING PHONE: OR 412 FAX: 412-321-2459 (SALES 5K PORCHASII"G) FAX: 412-321-6177 (ACCOUNTING & CERTIFICATIONS} PlESSAGE= P6,- 6U LS t)W Ocj ke Qty m-l7� A 31 R--nus .A ZO d ( � 5'7. 55D i� i � 3142�0al8� Ir Member.of Nrk x Erosion Control Page 1 of 2 RP 1'Qdt1C . .: Inst ECS Straw Blankets were developed for moderate to steep slopes and low-flow channels where erosion p"tact protection is required until vegetation is established. ECS The blankets are reinforced by a photodegradable net . with a uniform agricultural wheat straw filler for soil erosion control and seed bed mulching. Product Description 1Ome 2010-01 - Standard Straw Mat 3/4" (1.9cm)photodegradable netting stitched on 1.5" (3.8cm) centers on one side only Width - 7.5' (2.3m) Length - Approx. 120 ft. (36.6m) Weight - 50 lbs/roll+ or- 10% (22.7 kilograms) Area - 100 sq. yds (83.6 sq. m.) Packaging - Vented plastic Bag - Green 2020-01 -High Velocity Straw Mat 3/4" (1.9cm) photodegradable netting stitched on 1.5" (3.8cm) centers on both sides Width - 7.5' (2.3m) Length -Approx. 120 ft. (36.6m) Weight- 55 lbs/roll + or - 10% (24.9 kilograms) Area - 100 sq. yds (83.6 sq. m.) Packaging- Vented plastic Bag - Yellow 2020-03 - Straw Coconut 3/4" (1.9cm)photodegradable netting stitched on 1.5" (3.8cm) centers on both sides. Width - 7.5' (2.3cm) Length - Approx. 120' (36.6m) Weight - 55 lbs/roll + or - 10% (24.9 kilograms) Area - 100 sq yds (83.6 sq m) Packaging -Vented Plastic Bag - Black http://www.erosioncontrolsystems.com/straw2.html 10/20/00 OCT-17-2000 02:17 CARMO ENVIRONMENTAL SYS 516 794 5122 P.01 I - A R% O SUPPLI, LLC . i c 11" not '1 111 It 111 1of 11111'l/' O IMI owl ■ AM 0111-1 f ^ '1 III 1 ..1O N1101 M1'040' IM 1866. MAURICE AVENUE PHONE (516) 794-7904 EAST MEADOW, N.Y. 11554 FAX (516) 794-5122 FAX . .TO : Wayne Mann CO : Dvirka & Bartilucci FROM Joe Carmo DATE October 17, 2000 NAG S 15 0 PAGES 1 + Analysis Please find enclosed the North American Green erosion control analysis summary that we discussed for the project in Southampton,NY. Based on a quantity of 25-50 rolls we offer'.tile following: The price of IS $0.73/sq yd S-75 $0.55/sq yd A-roll measures 80 SY/roll Analysis indicates that a B staple pattern should be used in order for the erosion control blanket to provide the demonstrated performance. This staple pattern requires 1.15 staples/Sy or 95 staplestroil. Staples $45.00/box of 1,000 staples Freight for 65 rolls can be estimated at$300.00 Terms—Net 30 days with approved credit Price is valid for 30 days TOTAL P.01 S75/DS75 Single Net Short-Term Blankets The S75 features a 100%agricultural straw matrix stitch bonded with degradable thread to a single standard photodegradable polypropylene netting.The S75 is designed to provide highly effective erosion protection and vegetation establishment for up to 10 months on roadside slopes,embankments,landfill side slopes,drainage swales and other low maintenance areas. The DS75 features a 100%agricultural straw matrix stitch bonded with degradable thread to a single W accelerated photodegradable polypropylene netting.The DS75 netting is designed to degrade within 2 months,making it the ideal choice for high performance erosion control and vegetation establishment in landscaping projects and areas to be mowed soon after vegetation growth. Both products offer more durable,more effective erosion protection and vegetation t establishment than loose or hydraulically applied mulches on steep slopes and low flow swales. • Slope Design Data Channel Design Data Cover Factors(C) Roughness Coefficients 53:1 <_0.50ft(0.15m) 0.055 S 2011(6 m) 0.029 0.50-2.00 ft 0.055-0.021 00� � 20-50 0.110 >_2.00 ft(0.60 m) 0.021 ROLL SPECIRCA110WS" >_50 ft(15.2 m) 1 0.190 Max.Permissible Shear Stress width 6.67 feet(2.03m) 1:561bsHt24.40 Pa length 108 feet(32.92m) area 80 yds2(66.8W weight 40 Ibs±10"/0(18.14 kg) roll sP are appromni a S150/DS150 Double Net Short-Term Blankets The S150 features a 100%agricultural straw matrix stitch bonded with degradable thread between two standard photodegradable polypropylene nettings.The S150 is designed to provide highly effective erosion protection and vegetation establishment for up to 10 months on roadside slopes,embankments,landfill side slopes,drainage swales and other low maintenance areas. The DS150 features a 100%agricultural straw matrix stitch bonded with degradable thread between two UV accelerated,photodegradable polypropylene nettings.The DS150 netting is designed to degrade within 2 months,making it the ideal choice for erosion control and vegetation establishmeat in high maintenance areas requiring a double netted blanket. Both products offer more durable,more effective erosion protection and vegetation establishment than single net blankets on 2:1 (h:v)slopes and moderate flow swales. 1 S1 50 and DS1 50 Slope Design Data Channel Design Data Cover Factors(C) Roughness Coefficients <_0.50ft(0.15m) 0.055 <_20ft(6 m) 0.004 0.106 0.50-2.00 ft 0.055-0.021 20-50 0.062 0.118 >_2.00 ft 0.60 m 0.021 >_50 ft 15.2 m 0.120 1 0.180 1.86 Iba/W .20 Pa T.- MAR-12-00 '16 04 FROM- 1 u= rritat Y/L OVIR/CA ANO LU=I MEMORANDUM TO: Jean W.Cochran,SuPOQnsor FROM: Thomas F. Mah DATE: March 13,2000 SUBJECT: Closure Construction Schedule D&B No. 1314 As you are aware,we are still trying to reach agreement with LIPA regarding replacement of the transmission towers at the landfill. Assuming that agreement can be reached by the end of March, based on conversations with LIPA, it will take about four months for the towers to be installed. Although closure construction could take place concurrently with replacement of the towers, this would not be the preferred approach. Rather it is preferable to have the towers replaced before closure construction commences. As a result, it is likely that closure construction would not commence until August/September, which would require a winter break in construction and likely higher construction cost. As a result of this situation, I suggest that construction be deferred until 2001. The project still can be bid this year and all contractor required submittals can be reviewed and approved this year so that the contractor is ready to proceed with construction on March 1,2001. This revised schedule also will provide the Town with sufficient time to negotiate with the adjacent property regarding construction easements and plan for the handling of waste materials during the construction period. In addition,I had a chance to visit the landfill on Friday,March 10,and inspect the work that Jim Dunchuck has performed in constructing two of the recharge basins, which looks good. By deferring construction until next year, additional time will be available for the Town to perform additional closure construction related work, such as completion of the construction access roadway, construction of additional recharge basins and contour grading, which will result in additional cost savings to the Town. TFM/tam cc: Gregory Yakaboski,Esq. Jim Bunchuck 01314/rFMOOL1RAoc-12 y zt vim'u�u-trtc SYSTEMS, INC. i - ) -moo 159 COOK STREET 66 LEONARDO DRIVE BROOKLYN,NEW YORK 11206 NORTH HAVEN,CONNECTICUT 06473 718-417-5303 FAx:718-456-9760 1 203-234-8277 FAx: 203-234-8455 YOUR FULL TRUCK EQUIPMENT HOUSE N1 >S� 117 v JAm-31 -00 17 . 17 FROM: Io oa�esrs p�os ��N� 31 -00 17 -17 - 17 FROM. IU: 5163649675 VA(;F 1 I � 41 ' i i i 134 I � - Poe r - 'Post-itFax Note 7671 Dale � N To Dates, — — Fr i Co I opt Co, - - Phone a -- -- --_ /' F'hono N Fax it .JAhl- 19-0C� 13 33 FRQht iD 5163645 —PACF. 1 "? PRIVILEGED AND CONFIDENTIALITY NOTICE The information in this fax is intended for the named recipients only, it may contain privileged and confidential matter. If you have received this fax in error, please Qvirka notify us immediately by a collect telephone call to(516) and return the original to the Sender my mail. and 364-9590We will reimburse you for postage. Do not disclose the Bartiluccl Contents to anyone. Thank- ou. tom._ CONSULTING FNG114EERS 330 Cres.vays Park Dare,Woodbury,tdew York, 11797-2015 51r)-3CA-98'0•Fax 51F.364-9045 D&B FAX NO: (516) 364 - 9045 DATE: 1/19100 COMPANY NAME: Southold -___........... ATTFNTION: Jim Bunchuck FAX NO.: 734-794H FROM: Kenneth Wel-17 SUBJECT: Drillincl SCOPO Of WOFk JOB#: 131-4-.-.------__--_- NO. OF PAGES: 2 (in!iu�ling cover sheet) MESSAGE: Jim: As m,c discussed. attached is the scope of work for the drilling activities. Please call Ine if you have any questions. I G THANK YOU: ---_--__-- __-- A DIVISION OF WILL IAM F COSULIC14 ASSOCIATES.P.C. t ,YAM - 19- 00 13 - 34 FROM- ID SI63610S PAGF 2 12 DRILLING/SAMPLING COST ESTIMATE SOUTHOLD L.-%,NDFII..L ITEM ESTiNIATJED' UNIT TOTAL UNITS COST COST MobilizatioTv Demobilization I L.S. LISA Dfilling 1340 feet foot $0 Split Spoon Sar>lples 90 samples /sample 'T $0 Standby Time 4 hours /hour TOTAL so 030'. c)40'. required. A- �r -er t v /&4c og M14;/t,z DEC-07-99 09 : 59 FROM - • ID: 51636440 -N PAPE I /S FThe VILEGED AND CONFTIALITNOTICE information in this fax is intendedfor the named pients only. It may contain privileged and confidential Dv i rka matter. If you have received this fax in error, please notify us immediately by a collect telephone call to(5 16) db) and 364-9890 and return the original to the sender by mail. We will reimburse you for postage. Do not disclose the Bal..}-lucci Icontents to anyone. Thank- ou. -- CONSULTING ENGINEERS 330 Crossways Park Drive,Woodbury, New York, 11797-2015 516-364-9890•Fax- 516-364-9045 D&B FAX NO: (516) 364 - 9045 DATE: December 7, 1999 COMPANY NAME: Southold ATTENTION: Jim Bunchuck FAX NO.: 734-*8 - -797b ---- FROM: Clave Glass SUBJECT: _Southold Landfill JOB##: NO. OF PAGES. Six 6 (including cover sheet) MESSAGE: . .f111I - AS REQUESTED BY NYSDFC, THE ENCLOSED VARIANCE REQUEST HAS BEEN SENT TO MARY WILSON FOR SLTPERVZSOR COCHRAN'S SIGNATURE. THE VARIANCE HAS BEEN PREPARED TO ALLOW FOR DRAINAGE SWkLES WITH A 2% SLOPE NNIMCH IS LESS THAN THE MINJM1JM REGULATORY REQUIREMENT OF 4%. A DIVISION OF WILLIAM F.COSULICH ASSOCIATES,P.C. DEC-07-99 10 : 00 FROM : • I13: 5163G49045 PAGE 2.'( Dvirka d-b and Bar#ilucci CONSULTING EI'JGINE.Ens 330 Crossways Park Drive,Woodbury,New York. 11797-2015 516-364-9890 • 718-460-3634 Fax:$16.3649045 e-mail. db-eng@worldnet.att.net December 3. 1999 Mary Wilson, Esq- Assistant Town Attorney gown of Southold 53095 Main Road Southold, NY 11971 Re: Southold Landfill Variance Application D&B No. 1314 Dear Mary: Enclosed please find an original copy of a variance application requested by NYSDEC to support the design for closure of the Southold Landfill. The application pertains to the reduction in the drainage way slopes- This original copy is provided for your review. If you find the application to be acceptable, please have the Supervisor sign the application and forward the application and supporting documentation, in triplicate, to Mr. Anthony Cava, Regional Solid Waste and Hazardous Materials Engineer, New York State Department of Environmental Conservation, Region I. For your convenience. we have enclosed a draft transnnittal letter to Mr. Cava which can be submitted on Town letterhead. Should you have any questions or comments regarding this matter, please do not hesitate to call me. Very truly yours, Thomas F. Maher, P.E. Vice President 'FFMham Enclosure 01314f1TMW52.LTP, A DIVISION OF MUTAM F.COSuuCH ASSOCIATES,P.C. DEC'-07-99 10 . 00 FROM, • ID , 5163649045 PAGE 3 • DRAFT Date Anthony J. Cava. P.E. Regional Solid Waste and Hazardous Materials Engineer New York State Department of Environmental Conservation SUNY Stony Brook Building 40 Stony Brook,NY l 1790-2356 Re: Southold Landfill Closure Dear rvir. Cava; Enclosed please find a variance application(Variance No. 5 —Drainage Way- Slopes) relating to closure of the Southold Landfill, which was requested by Mr. Robert Phaneuf. The application and supporting documentation is submitted in triplicate. This variance application is submitted consistent with the Department's Local Governmental Regulatory Relief Initiative—Guidance on Landfill Closure Regulatory Relief. The proposed variance is for reduction of the drainage way slopes from a minimum of four perrent to two percent. This variance has been evaluated and has been found to have no detrimental impact to the environment or to the integrity of the capping system. This variance represents considerable cost savings to the Town of Southold and will still provide a closure system in conformance with the intent of 6 NYCRR Part 360. We trust your review of this variance application will find it to be acceptable so that it may be incorporated into the desigl of the capping/closure system and the preparation of the construction documents. Should you have any questions or comments regarding this matter, please do not hesitate to call me_ Very truly yours, Jean W.Cochran Supervisor JWC/TTM/tam Enclosure eclencl.: Robert Phaneuf,NYSDEC-Albany Gregory Yakaboski,Esq.,Town Attorney James Bunchuck,Solid Waste Coordinator T. hiaher,D&B 1314,TFA412029 IR C(ROI) DEC-07-99 10 . 01 FROM . 1D= 5163649045 PROF 4 NEW YORK STATt F R S FATE l;'E VNLY DEPARTMENT of ENVIRONMENTAL CONSERVATION PROJE , O. DATT,RECTIVED APPLICATION FOR VARIANCE FROM 6 NYCRR 360 _ DEPARTMENT ACUk N DAT See.Application Instructions on Rererse Side } LjApproved QDisap roved 1. w'N " 'S NAME L AD (Street.City,State.Gip 'ode) S. Telepbooe No. Town of Southold Town Hall 53095 Main Rd.,P.O. Box 1179 (516)765-1800 Southold,NY 11971 4. OPERATOWS NAPIT S. ADD (Street,t;ity,state.Zip t!;&) 6. Te ep one No. Town of Southold Town Hall 5:095 Maim Rd.,P.O. Dox It 79 (516)765-1800 Southold,NY 11971 7. ENcNEE 'S NAS1E 8. ADDRESS(Street,Cith.Statt,'Lip Code) 9. Telepboot No. Dvirka and Aartilucci 330 Crossways Park Drive (516)364.9890 Consulting Engineers ---__ Woodbury.NY l 179710.PROJEC-UFACILITY NAME Landfill Closure/Southold(Cutchogue) Landfill I I. PROJECT ST—,kniS 12.COWIT IN WHICH FACILITY IS LOCATED 1 13.EWIRONMENTU,CONSERVATT-1UTT",0101"I ©Public OPrivate C]Proposed pE�iSvng Suffolk Region 1 14.U PE —LOC—A A I ITY The Cutchogue Landfill is located on Middle Road (CR. 48) Cutchogue, New York. The property lies between Oregon Rad to the north,Cox Lane to the east,Middle Road(C.R. 48)to the south and Depot bane to the west. I5.WIPE OF PROJECT FACILITI ompOsting Transfer Shredding ❑Bailing El Sr,tritary Mil-fiN C3 TKinerotion Pyrolysis 0 Resource Recovery-Energy ❑Resource Recovery-Materials Other _ 16. BRIEFLY ESC I E THE TRaJECT LNCLUDUNG THE BASIC PROCESS AND MAJOR COMPONENTS Capping/Closure of existing, inactive municipal solid waste landfill in accordance writh 6 NYCRR Part 360, dated December 31. 1988 (latest revision March 1998), 17.SPECIFIC PROVISION OF 6 NYCRR FROM WHICH A VARIANCE IS "t'1J '' . SeC600 PmgrepbVeriattee Request No. 360-2,15f (k) j 18. BR1EF7,V VE CCRIME PRQPQ,5E6-VAR1ANCE l See Attached----Drainage Way Slopes 19- IMPACTS OF VAR1,t,NCE.APPROVAL OR DLIAPPROVAL s.Environmental Impact See Attached b Economic Impact i See Attached 20.CERTIFICATION: I hemby affirm under penalty of pet9ury that information provided on chis form and attached statemeom and exhibits is true to the best of my knowledge an4 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 CENTRAL OFFICE COPY C 1314JT1202901 DEC-07-99 10 : 01 FROM ID . S16364904S PAGE 5 , • TOWN OF SOUTHOLD C.UI'CHOGUE LANDFILL APPLICATION FOR VARIANCE FROM 6 NYCRR PART 360 VARIANCE REQUEST NO.5 DRAINAGE WAY SLOPES 18. Briefly describe proposed variance The proposed variance to h NYCRR Part 360 - 2.15 (k)(1)(6) is to reduce the drainage way slopes from a minimum of four percent to two percent. This request for a reduction of the drainage way slopes is made in keeping with the intent of the "Local Government Regulatory Relief Initiative - Guidance on Landfill Closure Regulatory Relief." dated February 26. 1993, which was prepared by the Department, 6 NYCRR Part 360 - 2.15(k)(1)(ii) states "...All terrace and drainage way slopes must be at least four percent." The specific components of the proposed drainage way slopes will be detailed in the closure construction drawings and specifications. In general. the drainage ways will be constructed as follows: • Drainage ways will consist of a system of culverts and swales designed to convey storm water from the landfill call to on-site recharge basins. • The culverts will be constructed of corrugated high density polyethylene pipe (CHDPE) with a minimum diameter of 18 inches and a slope of no less than 1.57e. • The swales will be constructed with a minimum slope of 2%. The swales will be built up from the subgrade. Above the subgrade will be a minimum 12-inch thick compacted gas venting laver. 60-nxii textured high density polyethylene geomembrane (HDPE), geocomposite drainage layer, 12-inch thick compacted drainage layer and appropriate swale lining(i-e-, vegetative growth layer with erosion control fabric, stone fill or Reno mattress, as appropriate). The swales will be constructed with a minimum bottom width of 4 feet. Imbedded in the bottom of the drainage layer of each Swale will be a flinch diameter perforated CHDPE swale drain pipe with an integral geotextile wrap. The combination of the geocomposite drainage layer and 4-inch swale underdrain to be provided in the bottom of each swale will provide a system which is essentially analogous to conveying the storm water through drainage pipes (not"drainage way slopes'l. ♦ 1314%R203903 DOClR02) _1_ DEC-07-99 9002 FROM : ID: 5963649045 PAGE F/F" The construction described above will satisfy the concern associated with the reduction in the drainage way slopes, which is preventing ponding and ensuring efficient removal of storm water off of the Iandfill cap. 19. Impacts of variance approval or disapproval a. Environmental Impact The proposed variance will not have an environmental impact given that the proposed drainage way slopes will still retain the ability to prevent ponding and provide proper drainage of storm water off the cap. The proposed drainage structures will preclude the infiltration of precipitation to the underlying waste mass and generation of leachate. b. Economic Impact The proposed variance for the reduction of the drainage way slopes from four percent to two percent will result in a substantial savings to the Town of Southold estimated to be $1,176,000_ A significant increase in the final subgrade elevations of the landfill (of up to approximately 16 feet in certain areas) would be required to provide for an increase in drainage way slope from two to four percent. Since additional cutting of waste to alter slopes at the landfill perimeter is not a feasible option due to the proximity of bordering homes, about 98,000 cubic yards of additional contour grading materials at a cost of$12!cubic yard for delivery and placement would be required. This additional material would need to be provided by an off-site source. 0 1314TI Z03?03 DOC(ROZ) -2• Memorandum To: James Bunchuck 1�y5 C From: Dave Glass Date: November 30, 1999 1�� Re: Landfill Closure As discussed, enclosed please find the new topographic maps for the landfill. We are asking you to please identify (by labeling and highlighting) the following: 1. Stockpiled sand 2. Stockpiled highway sweepings 3. Stockpiled compost 4. Stockpiled wood chips 5. Other stockpiled materials (please identify) In addition, please identify any piles that are shown on the topo which no longer exist and any additional piles that have been added since the October 1999 aerial photography. 1 T OCT-25-99 15 : 39 FROM: • ID- • PACE 1/3 1 PRIVILEGE AND CONFIDENTIALITY NOTICE — The information in this fax is intended for the named recipients only It may contain privileged and confidential matter. If you Dvirka have received this fax in error, please notify us immediately by and a collect telephone call to (516) 364-9890 and return the 0 gal'tI�UCCI original to the sender by mail. We will reimburse you for postage Do not disclose the contents to anyone. Thank_you. CONSULTING ENGWERS J 330 Crossways Park Drive, Woodbury, New York, 11797-2015 516-364-9890 Fax: 516-364-9045 DATE: 10/26/99 COMPANY NAME: Town of Southold ATTENTION: Jarnes Bunchuck FAX NO.: 7347976 FROM: Thomas F. Maher SUBJECT: Letter to E. Lampro JOB#: NO. OF PAGES: 3 (including cover sheet) MESSAGE: The following letter is ready to be placed on your letterhead. THANK YOU: •WORKTAX-PR OCT-25-99 IS -40 FROM: • iO • PACE 2/3 DRAFT October 25, 1999 Mr. Ernest Lampro, Jr. Division of Solid & Hazardous Materials New York State Department of Environmental Conservation Region 1 Building 40-SUNY Stony Brook, NY 11990 Re- Excavation of On-Site Borrow Material Town of Southold Landfill Closure Dear Mr, Lampro: As you are aware, the Town of Southold is planning to excavate soil from the on-site borrow area immediately north of the landfill to be used in capping and closure of the Southold Landfill, and to increase the area of the borrow pit to support the Town's yard waste composting program. Based on our telephone discussion, you indicated that a minimum set back of 25 feet would have to be maintained from the property line to the top of slope and that the slope face would need to be grade to one foot vertical and two feet horizontal. In review of 6 NYCRR Part 422, Mined Land-Use Plan, 422.2, (3), (v), (b), it states that the slope created by the excavation of coarse sand and gravel can be 33 degrees, or a slope of one vertical on one and one-half horizontal. Since the increase in slope would result in an increase in the amount of material which could be excavated and increase the areaof the borrow pit for composting activities, we request that the Department review the possibility of increasing the slopes to 33 degrees. The enclosed soils analysis indicates that the borrow soil to be a medium sand and gravel. Please advise us as to whether a slope of one vertical to one and one half horizontal would be acceptable. (It should be noted that much of the existing slope in the borrow pit is about 33 degrees and supports vegetation.) We are currently planning the preparation of a borrow area excavation plan and typical cross sections to be included with the contract documents for closure of the Southold Landfill previously sent to you. As the Town is interested in bidding the closure of the landfill in the near future, we would appreciate your determination as soon as possible. -'i OCT-2S-99 1S : 40 FROM: ID: PAGE 3/3 Mr. Ernest Lampro, Jr. Page Two Division of Solid & Hazardous Materials New fork State Department of Enviromnental Conser%,ation Region l October 25, 1999 If you have any questions regarding this matter or require additional information, please do not hesitate to contact me. Very truly yours, James Bunchuck Solid Waste Coordinator JB/TFIA/Id.,tam Enclosure cc: Jean Cochran, Supervisor Thomas Maher, D&B •1344rn41sC99.01 L R(R02) IL -DRAFT- Town of Southold Landfill Closure Construction Critical Path Items Items to be Completed by Town Prior to Bidding (November 1 1999) til. Update topographic survey Decide on location and size of long-term yard waste composting facility 3. Establish legal requirements in contract documents for the specifications (see D&B letter of May 14, 1999) / 4. Commit to an estimated quantity of compost which will be made available to contractor to fabricate topsoil iPI,��r�° c a- ��15 61 Confirm proposed plans for relocation of Fire Department siren and water supply well (� 6.. Verify design with respect to location of termination of eastern perimeter maintenance road and integration of cap with foundation walls of storage bins and retention of the bins � l C+ `- , - } / ` � 7. Accept Engineer's cost estimate for the construction -' e ('tip " �8 8. Develop operations plan for receipt and management of yard waste and construction and demolition debris during the construction period, including resident access to compost Items to be Completed by Town Prior to January 1 2000 1. Prequalification testing of soil stockpiles �. 2. Consolidate waste on southern boundary of cap limits of 3. Demolish and remove maintenance building and underground storage tank near 1 southwest corner of landfillrN '44 ah- / / 4. Clear, fill, level and grade Cox Lane entrance yo�d e, y,�4 : cam- w Page 1 of 2 C:\My Documents\Southold\CPITEMS.doc 09/27'99 11:26 AM Items to be Completed by Town Prior to February 1, 2000 1. Complete acquisition of construction easements Items to be Completed by Town Prior to March 1, 2000 1. Clear area Nvithin contract limits of all equipment and materials �y 2. Complete backfilling of the former scavenger waste lagoons 3. Establish location for receipt, storage and management of yard waste and compost during construction d�C 4. Establish location for construction and demolition debris Items to be Completed by D&B Prior to Bidding(November 1, 1999) 1. Obtain plans from LIPA regarding raising power lines and integrating towers into the (� capping system - 2. Establish Engineer's cost estimate for construction pw Jel Page 2 of 2 C:\My Documents Southold\CPITEMS.doc 09/27/99 11:26 AM SEP-27-,�PS 1113S FROM: ID: 3646675 PACE 1/3 PRIVII.EG.ED ANQ CONFIDENTIALITY NOTICE - The information In!this fax is Intendod'for the named recipients only. It may contain privileged andcoddentiaf D • matter: If yoa'hav� received this fait in eirror, please wka notify us immcdiatpiy,by a ccliert telephone cell to(516) 91 '�� 364-9680 and return-the or!61nal to the sender by msriL • We will reimburse you for postage. Do not d'isolo&e fhe BUMP= contents to anyo �3. hank= ou. :CONSULTI.N ENGINEERS �... ... ..�.Y�. 330 Crossways Park Drive,Woodbury,Now.York, 11797-2015 516-364-9860-Fax:516-164.9045 D&B FAX W (616) 364 9045 . DATE Septeml?er 27, 1999 COMPANY NAME: NYSDEC ATTENTION;. Jim Bunchuck FAX NO.: 734-7976 FROM: Dave Glass for Tom Maher . SUBJECT: landfill Closure NO. OF PAGES: 3 _ (Including cover sheet) MESSAGE: Jim —Enclosedplease find list:of critical path items. - Dave THANK YOU: A DIV161ON OF WILLIAM F.COULIPH ASSOCIATES,P.C. SEP-27-99 11 35 FROM- ID7 648675 PAGE 2/3 -DRAFT- Town of Southold Landfill Closure Coustruction Critical Path Items Items to be Com>Qle Towu Prior to>�iddilig(Noyekp,Per A 1999 1. Update topographic survey 2. Decide on location and size of long-term yard waste coinposting facility 3.. Establish legal requirements in contract documents for the specifications (see D&B letter of May 1.4, 1999) 4. Commit to an estimated quantity of compost which will,be made available to conttact.or to fabricate topsoil 5. Confirm proposed plans for relocation of Fire Department siren and water supply well 6. Verify design with respect to location of-termination of eastern perimeter maintenance road and integration of cap with foundatian walls of storage bins and retention of the bins 7. Accept Engineer's cost estim.ate for the construction 8. Develop operations plan for receipt and management ol'yard waste and construction and demolition debris during the construction period;including resident access to compost Lt&1I>Fli.la be ComnleUd b;jolyn prior IQjan.usry 1.2000 1. Prequalircation testing of soil stockpiles 2. Consolidate waste on southern boundary of cap limits 3. Demolish and remove maintenance.building and underground storage tank near southwest corner,of landfill 4. Clear, fill, level.and grade Cox bane entrance Page l of 2 C!\My pOCBTnents\Southold\CP1TEMS.doe 09/27/99 1116 AM 7 SEP-27-99 11 : 3S FROM: ID 3646675 PACE 3/3 .Mems to be Completed by Town f rior tg f ebruary 1,_20QU 1. Complete acquisition of construction easements - Items to be.CoMpIgIgd bi Igno ft r to March 1.,2000 1. Clear area within contract limits of all equipment and materials 2. Complete backfilling of the fortner.scavenger. waste lagoons 31 Establish location for receipt; storage and management,�f yard waste and compost during construction 4. Establish location for construction and demolition debris Items to he..CQMgktgd by D&B rti r Ig Bidding.(Novergbey 1. 1929 I. Obtain plans from LIPA regardiltg raising powor lines and integrating towers into the . capping system I Establish Engineer's cost estimate for construction Page 2 of 2 CAMy Aocumonts\Southold\CP1TFMS.doc o9/Z7d99.)1;�G AM Town of Southold Landfill Closure Construction Critical Path Items Items to be Completed by Town Prior to Bidding (November 1, 1999) 1. Update topographic survey 2. Decide on location and size of long-term yard waste composting facility 3. Establish legal requirements in contract documents for the specifications (see D&B letter of May 14, 1999) 4. Commit to an estimated quantity of compost which will be made available to contractor to fabricate topsoil 5. Confirm proposed plans for relocation of Fire Department siren and water supply well 6. Verify design with respect to location of termination of eastern perimeter maintenance road and integration of cap with foundation walls of storage bins and retention of the bins 7. Accept Engineer's cost estimate for the construction 8. Develop operations plan for receipt and management of yard waste and construction and demolition debris during the construction period, including resident access to compost Items to be Completed by Town Prior to January 1, 2000 1. Prequalification testing of soil stockpiles 2. Consolidate waste on southern boundary of cap limits 3. Demolish and remove maintenance building and underground storage tank near southwest corner of landfill 4. Clear, fill, level and grade Cox Lane entrance Items to be Completed by Town Prior to February 1, 2000 1. Complete acquisition of construction easements Page 1 of 2 C:\My Documents\Southold\CPITEM S.doc 09/27/99 4:34 PM ` Items to be Completed by Town Prior to March 1, 2000 1. Clear area within contract limits of all equipment and materials 2. Complete backfilling of the former scavenger waste lagoons 3. Establish location for receipt, storage and management of yard waste and compost during construction 4. Establish location for construction and demolition debris Items to be Completed by D&B Prior to Bidding (November 1, 1999) 1. Obtain plans from LIPA regarding raising power lines and integrating towers into the capping system 2. Establish Engineer's cost estimate for construction Page 2 of 2 C:\My Documents\Southold\CP ITEM S.doc 09/27/99 4:34 PM SEP-14-99 iS :49 FROM • ID7 PACE 1/10 a - DRAFT- September 15, 1999 Alice Hussie, Councilwoman Town of Southold Town Hall 50395 Main Road P.O. Box 1179 Southold, NY 11971 Re: Landfill Closure and Yard Waste Compost Pad Dear Alice: This letter is a follow-up to our telephone discussion today. With regard to removing soil in the northeast corner of the barrow pit, removal of -,)il from this area, while it would provide material for construction of the cap, will not affect physical construction of the cap, and therefore, will not require changes to the current drawings and specifications, except to direct the contractor to use this material (likely for contour grading material) rather than obtaining material from an off-site source. With regard to the concept of utilizing a portion of the landfill (southwest area) for composting yard waste, as discussed, the NYSDEC Albany office (Mr. Robert Phaneuf, Chief, Eastern Facilities) contacted me to discuss this concept. Mr. Phaneuf, after discussion with Sharon Smith of the Bureau of Waste Reduction and Recycling, would find that concept approvable provided the compost pad was structurally sound, utilizing asphalt as the surface material, and would not damage the underlying geomembrane. Based on discussion with Mr. Phaneuf, he indicated that construction and material above the geomembrane would be considered part of the compost pad and would be grant eligible (50% up to $2 million) under the Municipal Waste Reduction and Recycling Program. Considering elimination of seeding, erosion control blanket, topsoil and barrier protection layer (BPL) from the closure portion of the cap below the composting pad (seeding, erosion control blanket and topsoil to be replaced by asphalt and BPL being part of the compost pad base), would result in a cost savings for closure (based on a 6 acre pad)of about $700,000. A rough cost to construct the composting pad (2 inches of waring course, 4 inches of base asphalt, 6 inches of crushed stone, geotextile and 12" inches of BPL) of 6 acres is about $1.2 million of which 50%n would be grant eligible. SEP-14-99 15 : 50 FROM: . ID: PACE 2/10 Alice Hussie, Councilwoman Page Two Town of Southold September 15, 1999 Mr. Phaneuf indicated that if the Town wanted to pursue construction of the compost pad, the Town should request a pre-application meeting as soon as possible to ensure access to recycling grant funds as soon as possible (next yeas). If you have any questions regarding this letter or require additional information, please do not hesitate to call me. Very truly yours, Thomas F. Maher, VE, Vice President TFMnd cc: Jean Cochran, Supervisor James Bunchuck, Solid Waste Director •131*TFM99-31.LTR(RO1) SEP-14-99 15: 50 FROM: ID: • PACE 3/10 - DRAFT - September l4, 1999 Jean W. Cochran, Supervisor Town of Southold r- Town Hall — h 53095 Main Road P.O. Box 1179 — Southold, NY 11971 Re: Southold Landfill Closure " D&B No. 1314 Dear Supervisor Cochran: The purpose of this letter is to provide a description of additional work being performed in support of landfill closure efforts. The work includes sampling and testing of stockpiled glass sand at the landfill as required by NYSDEC; ongoing services in connection with securing and evaluating alternate fill and contour grading material for cap construction; test pit investigation at the landfill to obtain information regarding the depth of existing soil cover material and potential for generation of odors during regrading of the landfill; relocating and reconstruction of the existing Fire Department siren and the nonpotable water supply well; incorporating management of storm water runoff from the scale house and Collection Center into the landfill closure design; and prequalification testing of the Town's on-site soil stockpiles in accordance with the design specifications. Specifically, the scope of additional work includes the following: Alternate Fill Material Glass Sand 1. As required by NYSDEC, four samples were collected from the stockpile of glass sand near the former lagoon. A portion of one of the four samples was tested for volatile organic compounds ('VOCs). The remainder of the sample and the other three samples were composited and tested for sernivolatile organic compounds, PCBs, pesticides, herbicides, metals and cyanide. 2. As required by NYSDEC, two additional samples were collected from a second pile of stockpiled glass sand located near the high voltage electric line tower on the landfill. The samples were composited and analyzed for metals. SEP-14-99 15. 51 FROM ID: . PACE 4/10 Jean W. Cochran, Supervisor Page 2 Town of Southold September I4, 1999 3. The results of the analyses were evaluated and presented in a letter report to NYSDEC dated May 26, 1999. As a result of the testing and report, NYSDEC has allowed continued use of glass sand as part of landfill closure 4. As required by NYSDEC, a sampling protocol was prepared for sampling and analysis of glass sand stockpiled at the landfill in order to allow continued ac, Mance of glass sand at the landfill. Securing and Evaluating Alternate Fill and Conl'our Grading Material As part of continuing efforts to secure alternate fill and contour grading materials to reduce the cost of landfill closure, D&B has been requested to review a number of chemical and geotechnical data packages and additional information as follows: 1. dnLine Management Associates, Inc. of Commack, New York provided chemical data on soil and car shredder screenings,. (YJpon review of the data, it was recommended to the Town that.the material not be accepted at the landfill.) 2. Terry Contracting and Materials, Inc, provided chemical and geotechnical data regarding shredded wood waste stockpiled at a site known as "George's" in Southampton, In addition, D&B conducted a site visit to visually inspect the stockpiled materials at George's, prepared a letter to the Town providing an evaluation of the data and recommending acceptance of the wood waste, and reviewed and commented on a draft agreement for acceptance of the material at the landfill. 3. The Town of Huntington provided chemical data and a plan for obtaining geotechnical data for material to be dredged from the Hecksher Park pond in the Village of Huntington. (Upon review of the data to date, it appears that this material is acceptable for use at the landfill—pending receipt of additional data requested from the Town of Huntington.) The total cost of the effort identified above for glass sand sampling and evaluation of alternate materials, including labor, expenses and analytical laboratory services is $7,000. In addition to this amount, we suggest the addition of $3,000, for a total of$10,000, to continue to pursue and evaluate alternate sources of material to reduce the Town's cost for closure of the landfill. For informational purposes, it is estimated that to date approximately 12,000 cubic yards of glass sand have been used at the landfill to fill in the former lagoon. It is anticipated that an additional 15,000 cubic yards of glass sand will be delivered to the landfill before closure construction begins (on or around April 2000). The estimated cost. for general fill is $7 per cubic yard. SEP-14-99 15. 51 FROM : 9 ID: • PAGE 5/10 Jean W. Cochran, Supeivisor Page 3 Town of Southold September 14, 1999 Therefore, the projected avoided cost that. the Town will realize as a result of the glass sand is estimated to be $190,000, The estimated volume of wood waste to be delivered to the landfill from George's transfer station is 5,000 cubic yards. This material will be delivered by Terry Contracting and Materials, Inc. for $8 cubic yard to be paid to the Town. Taking into consideration the avoided cost for general fill, it is estimated that the projected combined revenue and avoided cost that the Town will realize as a result of the wood waste is $75,000. The estimated volume of dredged material from the Hecksher Park pond to be delivered to the landfill is 8,000 cubic yards. Therefore, the estimated value of this material (resulting from avoided cost) to the Town is $56,000. Design Investigation The final subgrade contours for the landfill have been completed. This design information in conjunction with the updated topographic information showing existing surface elevations has been utilized to identify areas where cutting and filling will be required to obtain the design subgrade. As a result, the following work has been performed: 1. In certain locations across the landfill surface, cutting to a depth of up to 6 feet will be required. A test pit program has been conducted in these areas to determine the general depth of existing cover material and whether special odor control measures are required, in particular near residences. This effort will in part provide the information required to avoid the purchasing of fill material for daily cover during regrading. 2. In the area where extensive cutting will be required to construct the northwest recharge basin, a test trench has been constructed to determine the depth of bulky waste. This information will be used to develop quantity estimates and determine what portion of the material can be used as fill to obtain final contours on other parts of the landfill. 3. Installation of a stilling basin for storm water drainage is required along the southwest perimeter of the landfill. Test pits have been constructed at this location to determine the depth of waste in this area to determine the need to install a geomembra.ne beneath the basin, and to develop quantity estimates and confirm whether or not the material can be used as fill to obtain final contours on other parts of the landfill. { SEP-14-99 15 : 52 FROM: ID: PAGE. 6/10 Jean W. Cochran, Supervisor Page 4 Town of Southold September 14, 1999 4. A memorandum was prepared documenting the results of the design investigation. The investigation has provided information which will be used to preclude problems during construction which would otherwise represent the potential for change orders. 5. The drawings and specifications were modified to include management of bulky waste which was encountered during the investigation and will need to be disposed off-site. The total cost of the effort identified above for the design investigation is $6,600. Although there will be potential cost savings to the Town resulting from the design investigation, a figure cannot be estimated based on available information. Relocation of Fire Department Siren and Water Supply Well As part of the original landfill closure design effort it was assumed that the existing Fire Department siren and water supply well on the landfill would be. abandoned and not replaced on the landfill site. The Town has decided, however, as part of closure, the Fire Department siren and water supply well will be replaced at new locations on the landfill property. The effort required to include this work as part of the construction drawings and specifications includes the following: 1. Review of data and information provided by the Town with respect to the details of construction of the existing water supply well. 2. Selection of a site for the new water supply well and obtaining approval of Cutchogue Fire Department for the new siren. 3. Preparation of drawings and specifications for the new well, including new electrical service, meter, 25-hp submersible pump and appurtenances, stone pad and bollards to protect the well. 4. Preparation of drawings and specifications for the new siren, including new electrical service, meter and appurtenances. 5. Preparation of drawings and specifications for a gate to allow Fire Department access from the well to nearby residential areas. 6. Preparation of drawings and specifications for a new low watt light and a manually operated 500-watt floodlight as requested by the Fire Department to provide lighting at the water supply well site. SEP-14-99 IS : S2 FROM= ID: • PAGE 7/10 Jean W. Cochran, Supervisor Page 5 Town of Southold September 14, 1999 The total cost of the effort identified above for relocation of the fire department well and water supply well is $6,400. Although a cost savings to the Town cannot be defined, without a replacement water supply well at the landfill site, the Contractor will be required to obtain construction Water off-site at an additional cost to the project. In addition, a supply of the water at the site for fire fighting purposes and irrigation would not be available. Management of Collection Center Storm Water Drains e The original closure design effort includes management of all storm water runoff from the final landfill cap. However, because of current flooding problems in the area of the scale house and anticipated exacerbation of these problems resulting from planned Collection Center improvements, the Town requested that D&B assist in alleviating the flooding problems as part of the closure design effort. The additional effort for management of the scale house and Collection Center storm water runoff includes the following, 1. Review of current storm water problems in the area of the scale house and along the southwestern property line at the entrance to the landfill. 2. Estimating the quantities of storm water generated from the western side of the Collection Center (Area D-5 on the Construction Drawings), including the existing scale house, an area of approximately 5.5 acres. 3. Design of an extension of the storm water collection system from proposed Recharge Basin No. 1 to the northwestern corner of Area D-5 to provide a future connection that will allow storm water to be piped to recharge basin No. 1. 4. Preparation of drawings and specifications for construction of drainage structures, including a manhole and corrugated HDPE pipe to provide the connection. 5. Provision of recommendations to the Town that a drainage system be installed along the southwestern side of Area D-5 to help alleviate ponding of storm water and provide controlled discharge to the proposed drainage structures, and a recommendation that the Town pursue additional storm water controls needed to redirect flow from Suffolk County Road 48 (North Road) away from the entrance to the landfill site in order not to exceed the capacity of the planned landfill storm water collection system. It should be noted that this on-site drainage management effortt will not mitigate the problem of storm water runoff from County Road 48 draining onto the Iandfill property. SEP- 14-99 15 53 FROM: ID- PAGE 9/10 Jean 'W'. Cochran, Supervisor page 6 Town of Southold September 14, 1999 The total cost of the effort identified above for management and design of the drainage from the scale house area and Collection Center is $4,400. Pre_qualification Testi jI of On-site Soil Stoc. kpiles In order to "prequalify" the Town's existing on-site stockpiles of sand to be used in the construction of the Gas Venting Layer, the Barrier Protection Layer and the Fabricated Topsoil Layer of the cap system in order to satisfy NYSDEC's quality assurance/quality control requirements, the sand must be sampled and tested according to the methods and frequency contained in the design specifications. Based on estimates provided by the Town, the existing on-site stockpiles are a total of approximately 115,000 cubic yards of granular sand. The required laboratory testing comprises the following, • Sieve Analysis (ASTM D422) • Standard Maximum Dry Density/Optimum Moisture Determination (ASTM D698) • Constant Head Permeability(ASTM D2434) The required frequency of testing is one sieve analysis per 1,000 cubic yards, one permeability test per 5,000 cubic yards and maximum density testing as appropriate. Based on these guidelines, the total number of laboratory tests will be approximately 115 sieve analyses, 23 permeability tests and 6 maximum density determinations. The sampling will entail random excavations within the stockpile to obtain representative soil samples for conformance testing. For estimation purposes, it is assumed that the stockpile sampling will have a duration of 10 days at 10 hours per day. Services during the stockpile sampling will include obtaining representative soil samples and delivery to the laboratory for testing. The cost for sample collection and analysis (including expenses) by Tectonic Engineering is attached. It is assumed that the Town will provide and operate the excavation equipment for the sampling. (A backhoe with a reach of 25 feet and a front-end loader will be required.) The total cost of the effort identified above for the testing of on-site soil stockpiles is $17,900; however, this would be the same cost if the construction contractor was required to test this soil. (This includes $16,$00 for sampling, testing and reporting as Indicated on the attached rroposal from Tectonic and $1,100 for supervision and documentation by D&B,) Therefore, this testing will not result in additional cost to the Town for landfill closure. A summary of the additional costs are provided in the attached table. ;I SEP-14-99 1S : S4 FROM: ID: PACE 9/10 Jean W. Cochran, Supervisor Town of Southold Page 7 September 14, 1999 If you have any questions with regard to this letter or would like to meet to discuss this matter, please do not hesitate to call me. Very truly yours, Thomas F. Maher, P.E. Vice President 'I'FM/DSG/bl,cmc cc: J. Bunchuck (Town of Southold) D. Glass (D&B) ♦1314/TFA408309Y%1C doc(R 10) SEP-14-99 1S : S4 FROM: ID: PAGE 10/10 SUMMARY Cost of ActivijX Additional Work Alternate Fill Material. ..................... ..........$10,000 ............................................................. Design Investigation........................... ................... ...............................................6,600 Relocation of Fire Department Siren and Water Supply Well......... ...........................6,400 Management of Collection Center Storm Water Drainage..........................................4,400 Preyualification Testing of On-site Soil Stockpiles.................. ................................ 17.900 TOTAL...................... . . ................................................ .....$45,300 4 1314\00910901.DOc(ROI) d1Dvirka and 0 Bartilucci CONSULTING ENGINEERS 330 Crossways Park Drive,Woodbury, New York, 11797-2015 516-364-9890 • 718-460-3634 ■ Fax:516-364-9045 e-mail: db-eng®woridnet.att.net September 15, 1999 Alice Hussie, Councilwoman Town of Southold Town Hall 50395 Main Road P.O. Box 1179 Southold,NY 11971 Re: Landfill Closure and Yard Waste Compost Pad Dear Alice: This letter is a follow-up to our telephone discussion today. With regard to removing soil in the northeast corner of the barrow pit, removal of soil from this area, while it would provide material for construction of the cap, will not affect physical construction of the cap, and therefore, will not require changes to the current drawings and specifications, except to direct the contractor to use this material rather than obtaining material from an off-site source, and defining the area from which the material can be taken. With regard to the concept of utilizing a portion of the landfill (southwest area) for composting yard waste, as discussed, the NYSDEC Albany office (Mr. Robert Phaneuf, Chief, Eastern Facilities) contacted me to discuss this concept. Mr. Phaneuf, after discussion with Sharon Smith of the Bureau of Waste Reduction and Recycling, would find that concept approvable provided the compost pad was structurally sound, utilizing asphalt as the surface material, and would not damage the underlying geomembrane. Based on discussion with Mr. Phaneuf, he indicated that construction and material above the geomembrane would be considered part of the compost pad and would be grant eligible (50% up to $2 million) under the Municipal Waste Reduction and Recycling Program. Considering elimination of seeding, erosion control blanket, topsoil and barrier protection layer (BPL) from the closure portion of the cap below the composting pad (seeding, erosion control blanket and topsoil to be replaced by asphalt and BPL being part of the compost pad base), would result in a cost savings for closure (based on a 6 acre pad) of about $700,000. A rough cost to construct the composting pad (2 inches of waring course, 4 inches of base asphalt, 6 inches of crushed stone, geotextile and 12" inches of BPL) of 6 acres is about $1.2 million of which 50% would be grant eligible. A DIVISION OF WILLIAM F.COSULICH ASSOCIATES,P.C. ,r OVIRKA AND BART CCI Alice Hussie, Councilwoman Page Two Town of Southold September 15, 1999 Mr. Phaneuf indicated that if the Town wanted to pursue construction of the compost pad, the Town should request a pre-application meeting as soon as possible to ensure access to recycling grant funds as soon as possible (next year). If you have any questions regarding this letter or require additional information, please do not hesitate to call me. Very truly yours, Thomas F. Maher, P.E. Vice President TFM/ld cc: Jean Cochran, Supervisor James Bunchuck, Solid Waste Director ♦1314\TFM99-3 LLTR(RO l) SEP-09-99 10 : 21 FROM: ID: S 3649675 PACE 1/3 PRIVLEGEp ANO NFIDENTIALITY NOTICE Tho information in this fax is intended for the named recipients only. It may contain privileged and confidential matter. If you have received this fax in error, please pvi rka notify us immediately by a collect telephone call to(516) and 364-9890 and return the original to the sender my mail. Bp We will reimburse you for postage. Do not disclose the artilucci I contents to an one. Thank-you. d !oDCONSULTING ENGINEERS 330 Crossways Park Drive,Woodbury, New York, 11797-2015 516-364-9890•Fax: 516-364-9045 D&B FAX NO: (516) 364 - 9045 DATE: 9/8/99 COMPANY NAME: Town of Southold ATTENTION: Jim Sunchuck FAX NO.: 734-7976 FROM: Curt Velsor SUBJECT: Electrical Design for Water Supply JOB#: 1314-172 Well and Siren Relocation NO. OF PAGES: 3 (including cover sheet) MESSAGE: Jim, I need the following clarifications on the electrical service for the siren and well. 1. Please give us the locations (on the map)with distances for the nearest LIPA pole and the number of the LIPA pole. We need this for both the siren and the water supply well 2. Also review the location of the siren, is it too close to the power lines? TUU 3. The fax you sent says the Siren should be 75 feet high, but the photo shows the siren to be only about 24 feet high:, is this a typo. Higher than 24 or 30 feet may require a special pole that could be expensive?Actually we anticipated that the contractor might just reuse the existing pole, mount and control box. If there is a problem with this approach let me know. Thanks! Curt A DIVISION OF WILLIAM F.COSULICH ASSOCIATES,P.C. 0 46 Dvi rka and Bartilucci CONSULTING ENGINEERS 330 Crossways Park Drive,Woodbury, New York, 11797-2015 516-364-9890 ■ 718-460-3634 Fax: 516-364-9045 e-mail: db-eng0worldnet.att.net June 22, 1999 James Bunchuck, Solid Waste Coordinator Town of Southold Town Hall Main Street Southold, NY 11971 Re: Landfill Closure Topographical Drawing D&B No. 1314 Dear Jim: Attached is a topographical drawing of the Town of Southold Landfill. Certain mounds are highlighted in yellow because they are believed to be temporary in nature, consisting of compost, sand or soil material. The green highlighted mounds are ones that we are unsure as to whether they are temporary or contain solid waste and must be capped. We would like all of the highlighted areas to be field checked, particularly those in green, so that we can confirm that they are either mounds of solid waste or temporary materials. This is necessary for the preparation of accurate cut and fill cost estimates. V41y A CFV/cmc Enclosure cc: Tom Maher, D&B Dave Glass, D&B ♦1314\CFV99-06.LTR A DIVISION OF WILLIAM F.COSULICH ASSOCIATES,P.C. 40 4P Dvirka and Bartilucci d1hCONSULTING ENGINEERS 330 Crossways Park Drive,Woodbury, New York, 11797-2015 516-364-9890 ■ 718-460-3634 ■ Fax:516-364-9045 e-mail: db-eng0woridnet.att.net July 30, 1999 Martin Trent Suffolk County Department of Health Services Bureau of Groundwater Resources 415 Oser Avenue Happauge, NY 11788 Re: Town of Southold Landfill Closure D&B No. 1314 Dear Mr. Trent: The purpose of this letter is to confirm our telephone conversation on July 29, 1999. We contacted you to inform you that existing monitoring wells S-68916 and S-68831 located at the Town of Southold Landfill will be abandoned during closure construction since regrading is required in the vicinity of the two wells. Based on our discussions, replacement of these wells is not required by the County. A new well cluster will be installed near the existing County wells as part of closure construction to provide for downgradient monitoring at this location consistent with the NYSDEC approved Closure Plan. The new well cluster will consist of a shallow well screened across the water table and a deep well screened just above the clay unit. This is consistent with the other well clusters which will be maintained around the landfill after closure as described in the Closure Plan. Thank you for your assistance in this matter. Please do not hesitate to contact me at (516) 364- 9890 if you have any questions. ery truly y , rs, D id . Glass, P.E. Associate DSG/bl cc: J. Bunchuck(Town of Southold) E. Lampro (NYSDEC—Region 1) T. Maher(D&B) C. Velsor(D&B) ♦1314/DSG99-03.LTR(R0I) A DIVISION OF WILLIAM F.COSULICH ASSOCIATES,P.C. JUN-21 -99 19 : 35 FROM- • ID : 5163641 PAGE 1/7 PRIVLEGED AND CONFIDENTIALITY NOTICE Tho information in,this fax-Is intended for the named recipients only. It may contain privileged and confidential matter. If you h;ave.recelved this fax in error, please ri rka 3 ofify us immediately py a called telaphanat!call to(516) an 04-9590 and return the orlgmal to the sender my mail. W6401 01 reimburse you forpoatage. Do not disclose the Sa1' IUCr I . I contents to an o e. ninhI.Qu. CONSULTING.ENGINEERS 330 Crossways Park Drive,Woodbury,New York, 11797-2015 516.364=9690•.Fax;516-364.9045 Z� D&B FAX NO: (516) 364 . 9045 DATE: s/ 199 COMPANY NAME: Town of Southold ATTENTION: Jim Sunchuck FAX NO.: _ 734.7976 FROM: Curt Velsor. SUBJECT New Fence and LIPA Meeting JOB#: 1314-F2, NO. OF PAGES: 7 (including cover sheet) MESSAGE► Jim, .Following or two letters. One concerning the LIPA/KEYSPAN meeting and the second concerns the issues.we discussed after the KE'YSPA.N meeting. Did.K.EYSPAN give xis a .distance that buildings need to be from.the power line easememt or wires? Are the distances I reference correct or should 1.call KEYSPAN to oonfirri2? 1 don't think we discussed the fence so I need to get you final input on what sections need to be replaced. Please checkthe letters . to be sure you.agree with what was sand arrd what.was agreed to: Thanks! Curt THANK YOU: A DIVISION OF WILLIAM F.COSULICH ASSOCIATES,P.C. JUN-21-99 19: 35 FROM: • ID: 516364 5 PAGE 2/7 .Tune 22, 1999 James Bunchuck, Solid Waste Coordinator- Town oordinatorTown of Southold Town Hall Main street Southold,NY 11971 Re: Landfill Closure Meeting on Closure Issues D&B No. 1314 Dear Jim:. . Following is a summary of issues we discussed in our meeting. Each ist ue has been discussed issues in previous correspondence to you and to Supervisor Cochran regarling the closure of the Town.of Southold Landfill: . . . 1. -.40-LooillMgor=Cons=ipnEpAgMenis.. It was agreed that work by the Town on .securing these easements need to begin as;early as possible. Ji Bunchuck to follow- up with the..Town Attorney. 2. Using,Scajgs. :Based on a preliminary evaluation of gradingaj ound the scales it appears that raising the scales may not be needed. Curt Velsor follow-up with a more detailed evaluation. 3, w o , m Bunchuck inquired as to whetter or trot the flooding problem tp the southwest pf tb scales could e addressed as part of the:closurc project, Curt'Vclsor ind.iaated at he didn't helie c. that this was,part of the scope of-the closure.,but would provide. .or a culvert to allow stormwater to be directed to the recharge Satin No. 1 in the I re. He also noted that Recharge Basitr.No,l .was sized.to accept stormwater ftotn onlyl the:western portion of the Collection Center an&not from County Road 48, .,Oieh is apparently the source of large amounts of stormwater runoff that floods thi area. If the Town cannot.get the County.to address this issue,the.Town may want to have D&B develop a drainage systemconsisting of a stormwater basin or recharge]whing rings with a controlled discharge:that could be tied into a.connection.to Red arge.$gainNo 1..: This would allow some relief from flooding and limit tho amou t of excess stormwator reaching Recharge Basin.No. 1 during 4 peak storm. awont, JUN-21-99 19 : 36 FROM: • 10: 516364 0 5 PACE 3/7 4. Cox..I, e Fasginol. The Town is following up on the easeme It for constriction of the scavenger waste.storage tank after construction of the cap. �1 .S. Cox Lane CO,strUctioLj Acces ,.Jim Bunchuck will follow-up ond have the old drainage basin at the entrance to the Town's property filled to gTade so that this area can be used as the construction entrance. Fill will come from either an off-site supplier or from one of the oii site stockpiles. 6, p ving.the Main Acnes o ....Curt Velspr recommended that if it-is the Town's intent to allow non-Town owned vehicles to drive on the main ccess road.to the ..north end of the site that this road should be paved with asphali and guardrails be installed. The.pavement will extend to.the paved area around t e:scale's Jim Bunchuck agreed that these items should be added.to the spoci cation. 7. o o The owner to the west f:the landfill has indicated a concern in leasing.farmland for solid waste operations and then reverting to farming. Therefore,:need to keep the composting operation in the landfill property should be included.in the construction specifications. It was a eed that the.northern sandpit area would be reserved for composting operations durb g.coostrucflon it) the !event:that.the Town.cannot secure:an-appropriate location for mposting off-site. The construction contractor would be required to provide access to the northern end of the site via.the main access.road:or.the western perimeterroad for Town vehicles throughout the construction contract. . Cos a -s: a Ed PUIiag. ..Acis typical,with many landfill vor struction contracts;the speciFca ' ns will require the construction Contractor to be responsible for securing what ev lay-down, equipment and material storage; and parking area he needs to complete the 'ob. This is prefirable to the Town providing the site, as each,contractor bi ding the job will schedule the job'differently: 9. Clearing and Umbbi.ng. Based on the need to maintain the,pe nii neter farce until construction begins and the lack of appropriate equipment and ersonnel this summer it was agreed that the specifications would require the constrict on Contractor to complete all clearing and grubbing. 0+) 1A.-DemolilLon Od&Moval of SUWJ=l and Undqrgrpound ,.:rim Bunchuck will oversee the removal of the structure on the West Snide of Recharge Basin No: 1; including the underground storage tank. L��" 11, o e o , Jim Bunchuck will co plate the excavation of the waste.area.at the location northwest of the Collection Cen terbut.not Recharge Basin.No:2. -Curt Velsor will.coordinatrwith.Jim to provide Ii.iits of excavation and. location for placement of the excavated:waste. The contract spe Iffications will require the contractor to complete the excavation of waste in Re harge�Basial No. 2. JUN-21-99 19: 36 FROM: • ID: 5163*75 PAGE 4/7 ✓ r Vim. l2; Discussion_with Mr. Corrazitti, Jim Bunchuck will initiate di ussionsVith Mr. Corrazini concerning the relocation of equipment and material rrom the property line . bordering the Cox Lane easement. �c,r 13. force Account. The Town is scheduled to speak with the NYS DEC concerning setting up the Town's force account the week of June 21; 1999 l4.. .e a o' ). :Jim Bunchuck estimates tl ache currently has .about 10,000-cubic yards:of.compost onsite including leaves m the fah on 1998, Ht wilydevelop a more accurate estimate. He believes he can ecure;the additional leaves for composting if tho7own,brings in leaves from other,t wns.. Jim will assess this option further. It was.agreed that based on the Town's-1' tell equipment it :.. - would-be more appropriate.for the construction Contractor,to be responsible for blending the vegetative growth media. It was agreed.that the:T wn must focus its attention on properly aging and turning the composted leaves to produce the best quality product. -v1 15. Irrigation Water Sunoly. Jim Bunchuck is following up to tryand secure the details of how the existing well was constructed. This information is needed for proper abandonment and installation of a new well on the north rn.portion of the property beyond the cap:limits. The specifications will provide for the abandonment of the existing will:and its replacement including electrical senice to run the well pump. l6. Q&j2)M"LeMAUA&e_ment, Jim Bunchuck will need to further 4 valuate the '\ management of C&D waste during construction options includ continuing operations on the northern portion of the property, suspending.operations wring construction or moving.to a location off-site. Because.ofpermitting issues req..,i.red for a leased purchased site;Jim's pre*rmce would be to keep the operation on the northern end of the site. Jim will discuss access optiopg with owners that bord r the northern end of the site, With respect to the management of C&D waste after c nstruction of the cap. Jim will-evaluate-the addition,of an enclosed building,which could be added to the existing Coltcction Center: 17. Relocation of SironC Jim Bunchuck has contacted the Cutchogue r+ Fire Department concerning the siren and the Department has bi jun.its evaluation of the issue. Jim will follow-up to see if a m.peting is required to d iscuss the issue. 18. w es. At a meeting on June 21 r 1999 KEYSPAN Engineers indicated that they did:not believe it was feasible to raise the e-le otrical.transmissions Jives with cross the Southold,landfill without replacing the two Owers on site. In orderta limit heavy KEYSPAN maintenance-vehicles from traveling.across the7cap one of the towers would need to be replace by two new towers. Basod on the meeting D&B will.provide two locations in the construction plans for,the one transmission tower located in the middle of the western,portion of the landfill. One locationwill be on the west-side of the western maintenance road and one Io ation will be on the JUN-21-99 19: 37 FROM: • ID: SI6365 PAGE 5/7 west side of the main access road. Both of these locations must be in the current alignment of tha transmission line and aro neodod'it order to,r 'se the lines to a sufficient height to permit construction of the cap, The existin tower location behind alae C61lection CenterWill rtrriain but the tower will need to b _replaced to raise the transmission lines. KEYSPAN engineers will evaluate this ap roachb aneffott to see whether the replacement of towers and raising the lines can be accomplished before construction begins in late Spring of 2000 (see letter on 1PA/KE'Y'SPAN meeting dated June 21, 1999). 1 19. Perimeter Fellcig, Eased on a review of the.perimeter fence b Jim Bunchuck, it was determined that the fence would be replaced along those pi Dperty lines where , needed to construct the cap and new sections of fence would:be added to those areas where the fence is damaged along the northem property line of he site. The new. \� L fence will be 6.feet in height,with a tap rail and bottom wire,, it h no middle rail and no bottom rail, and will not have barbed wire at the to . . P Please review each of these items and call me to disrVss any changes or-qu stions. Very truly yours, Curtis F.VeIsc r,RLA Principal Plany er cc: Jean M. Cochran, Supervisor Thomas-Maher,D&B David Glass,D&B JUN-21-99 19 : 39 FROM: ID- 51636.75 FACE 6/7 June 21, 1999 x James Bunchuck, Solid Waste Coordinator Town of Southold Town Hall Main street Southold,NY 11971 Re: Landfill Closure LIPA/K.EYSPAN Meeting June 18,l 999 D&B No. 1314 Dear Jim: Following is a summary;of issues we discussed in our meeting of Julie 18, 1999 with Mr:. Al Matusak and,Joe Cassio of KEY;SPAN's engineering and construction grow .: 1. .Jim.Bunchuck began the meeting with a review of Supervisor Go clvan's letter indicating bet:c0cern:over the proposed upgrade of•the power ansmission syste#ii'in -the Town of Southold and the,replacement of the existing towe witli*new higher towers. Mr, Matusak and Mr. Cass io indicated that the overall ine replacement was not scheduled to begin until 2002 and that�the replacement pro am;including ent and possible underground alternatives was u to 1:.1P- Jim.Btmchuck - . alignm P g p indicated that LIPA would.be meeting with the Town Board th week of June 21 1999. to discuss the program including the placement of the line below, grade; Mr: Matusakindicated,dim the line could not o.placed belowgrade in the landfill and would require a completely new alignment. .2. KEYSPAN's current easement provides for the transmission lin s to cross the landfill property. 'here is no indication of specific alignment or tower lacement in the easement. .The two existing towers were built around 1928 or a out the time that landfilling began in the-area of the western most tower: I. KEYSPAN typically requires that no permanent structures.be constructed below or within -feet of the power lines. The transmission lines must a at least 22 feet above grade,calculated during summer peak load conditions wt on the sag in the lines is greatest. 4. - Construction equipment must maintain a minimum of 15 foot of clearance from the equipment's maximum extension to tho transmission lines. JUN-21 -99 19: 36 FROM: ID: 51630*75 PAGE 7/7 I 5. Due to age, limits on their structural design and the fact that theye are already spanning maximum horizontal distances,the existing towers cannot be u ed to raise fife wires to provide for the proposed construction. i 6. KEYSPAN engineers will need to review the poRsihility of rep acing the two existing <, towers with three higher towers in order to raise the transmissi n linek to sOfficift height: This maybe possible if.the new towers are located,int e.satne alignment thoY are now: The.existing towers are only capable of a maximum c f degrees deflection. At" g' g g the off the centerline of the,ali ent, This would mean Haat with slight changes in main access road through the landfillad the western perimetei access road; locations .for two replacement transmission towers could be made. The ird-replacement tower would taeloe icd a ie second tower exists behind the Col ection Center, An -,,access area with a 0 r tus would need to be provided around 1he base of the new s towers to allow ac of maintenance vehicles. i I 0' 7, If the replacement tower locations and alignment can be decideit quickly KEYSPAN le } � ,y could order the new tower poles and attempt to replace the towers in early Spring 6 so that they would be,in place prior to the start of constru tion: Otherwise the installation could be made after capping is complete as the fou ation for the poles is 36 inches in:diameter and could be dug with a standard bucket t}uger the Way gas extraction.wells are often installed alter a landfill has nc been. ap0d:. . . 8. KEYSPAN engineers will need to visit the site to holp in dete lining final tower height and placement. They will contact Jim.Bunchuck to arra ge a site visit ass soon .as they can locate the constructi.on.de%ils of the existing towers and assess the possibility of early replacement. Please review, each of these items and call me to discuss any guestiorls. Very truly youi s, Curtis F. VelsoF, RLA: Principal Plan r cc: Jean.M. Cochran, Supervisor Thomas Maher, D&B David Class,.D& i i I I d1Dvi rka and O Bai tilucci CONSULTING ENGINEERS 330 Crossways Park Drive,Woodbury, New York, 11797-2015 516-364-9890 ■ 718-460-3634 ■ Fax:516-364-9045 e-mail: db-eng@worldnet.att.net June 3, 1999 James Bunchuck, Solid Waste Coordinator Town of Southold Town Hall Main Street Southold, NY 11971 Re: Landfill Closure General Construction Proposed Replacement Fence and Drainage Issues D&B 1314-F2 Dear Mr. Bunchuck: Enclosed is a copy of Drawing 2 depicting the existing landfill fence line. On the drawing you will find yellow highlighted sections which represent the sections of fence which will need to be replaced due to grading and capping construction. Also highlighted in red are sections of fence which we anticipate will not be disturbed by construction. We do not know the condition of the sections of fence highlighted in red, particularly along the northern boundary of the site in the vicinity of monitoring wells 4S and 4D. Therefore, we are requesting that you inspect those sections and we will include any additional sections to be replaced as part of the closure project as recommended by you. A standard fence detail is enclosed. We recommend that new fence should be 8 feet in height. A barbed wire top section, middle rail and bottom rail are not needed. However, a top rail and bottom wire would be specified. Please let us know if our recommendations are consistent with the Town's requirements. In addition, a copy of Drawing 4 from the Final Closure Plan is enclosed. As discussed in the Final Closure Plan, Recharge Basin No. 4 is sized to handle a 25-year (24-hour) storm flow from drainage area D4, which includes part of the Town's recycling and drop off center. Recharge Basin No. 1 is sized to handle a 25-year (24-hour) storm flow from drainage areas D1 and D5. As a point of information, no storm water improvements, grading, structures, catch basins or piping will be constructed in the recycling and drop off center or in drainage area D5 (including the scale house area) as part of the landfill closure. If the Town desires storm water improvements in these areas, please let us know as soon as possible as we are currently preparing A DIVISION OF WILLIAM F.COSULICH ASSOCIATES,P.C. t _ OVIRKA AND BAR CCI James Bunchuck, Solid Waste Coordinator Page Two Town of Southold Town Hall June 3, 1999 the landfill closure construction documents. If you have any questions or would like to discuss these items, please call me. Veryly yours, urtis F. sor, RL Principal lanner CVF/SMt/ajm,ld Enclosures cc: Supervisor Jean W. Cochran (Town of Southold) Tom Maher(D&B) Dave Glass (D&B) ♦1314\CFV99-03.LTR(R02) I� 3 STRANDS OF E ALL FENCING END POST AND/ORDIAGONAL CROSS CORNER POST 10'-0" 10-0" BRACING i i TOP RAIL FENCE FABRIC i (TYP.) ii INTERMEDIATE POST STRETCHER BAR WIRE FABRIC TIES o BANDS 15" O.C. o STRETCHER BAR (NP') WITH BANDS FENCE FABRIC 15" 0.C. (TYP) I CONCRETE FOOTING (TYP DOME TOP To SHED WATER 61' , _ 6" 6" LIFT OF RCA COMPACTED SUBGRADE TYPE U GEOTEXTILE (TYP) '-0" HIGH FENCE & DOUBLE SWING GATE DETAIL N.T.S. COX'S LANE \ Ip now or forme ly I now or formerly Prime Purtroyors \4 J� Susan Droslc O, �: I b - 560'31'1 V 7.69'`\ 1 oma `(,// U ■ �� �' .t A�. Oyuap now or fprriierly Bayberry Enterprises u \o 0 o Ib 0 ti - v? o " \ I \ -S57*04 10-E $5 '00'E c `mak/ formerly -- / � now or o / now P Y -- - or formers ud a Corp.Cor Roy A. Schelin do i= Y� 9 P + Joanne Scheli�. I 4 I / lrW "C I ?" O1. � 2e 1 � \. v �>s �now formerly - '�' Joseph Scboenstein in-7° / I ,/ I, A �• AV '' '\ t / A\ ,,now or formerly, X� `t 1 t A rth ur V. Jun A t .. t e 1 , 1 to � i 1 now or formerly/ \J �lathon Harris.-k `�enniearris F l \ wdor formerly ,1 Roberlt Taylor do Barbara Taylor re g MAO NaNnoNSN;wELL U! SPOT ELEVXI,aw O + Ami a.ama�ror vwar n� 1 1 \ C �— PROPERTY,wE 1 \ ,- \ uRw11a1®Auo,aloN aR AaawoR SECTION ro A 1 / 71111YE W►�FIINIO A I1C01lFD lN0 1U11ESaRY .A N3 75.55'�W 7IOe St16-0M61p 1 7. M"W 7 - 1 \ /�`; 1 _ 7ASB' yv now oc (ormerl Frank J. McBride ,war Cu11wY 11w 11a 11TH s DOW W13E ow M \\ Y oeu�Do�aeT�01°eDwwnm o� t � 1907 AND INS ,40OLM ASSOOKNON OF CIA 1 /�C` ,.OEMS AID WIPS A6 RWM �� - _ 1%' � N� � �My Z WAP CRT"ED W \ d 1 g � t \ �' 5551I9'Sp'E �•' 03.1 S'r w w�ii or caner cm sr �� z V♦ �� �/ / �i NOTES: - r i.TAX- Mw-Is " t Z.MFM � -\ '' � _�����_-_ � ' x FIF1D SURVEY COMPLETED oocmt,SST Ns3'37 � I ROAD, caw,O now.or formerly John P. Krupskl / �"s+�s Pi w N SURVEY AND TOPOGRAPHY OBFNNED FROM SURVEY PREPAREDA �...- �-',.'� � M no.>A1TIA�Y BY YOl1NG at YOUNG LAND SURVEYORS, DECEMBER 1997 '1 now orf erly Fr 3432' "M`ng r -OW, � k�J. McBride�'' 460.60 _ a 4� car , .,,.. 22.53'UNINAFHORISolte,' IS DOGDUNENT Kros ARON ADDITION 10 THIS OF EDLOWO7 THE nJnr cowl SPATE O SOMOLD LANDRLL WWRE PROPERTY SURVEY AND RELATED MQURES X.w ISM 2 avlwu Aso waauoa GENERALCONSTRUCTION .. �o1sa,.,c oo,m,s A MANN O'RLW F.eOFIRRl1 ASSOCWM P.G d1Dvirka and 0 Bartilucci CONSULTING ENGINEERS 330 Crossways Park Drive,Woodbury, New York, 11797-2015 516-364-9890 ■ 718-460-3634 Fax:516-364-9045 e-mail: db-eng0woridnet.att.net June 14, 1999 Jean W. Cochran, Supervisor Town of Southold Town Hall 53095 Main Road P.O. Box 1179 Southold, NY 11971 Re: Southold Landfill Closure D&B No. 1314-F2 Dear Supervisor Cochran: As a follow-up to our meeting on June 8, 1999, and as discussed, please find below a number of items which I feel need to be addressed by the Town as part of the design and construction bid documents now being prepared for closure of the Southold Landfill. A few of these items do not directly affect preparation of the design and bid documents; however, they need to be addressed now in order to ensure a successful transition for the Town's future waste handling operations after completion of construction. 1. A 40-foot temporary construction easement is required around the landfill perimeter (see attached drawing) during construction of the cap. 2. The feasibility of raising the scales and scale house to the same elevation as the main access road through the landfill should be evaluated. Drawings showing the as-built conditions of the existing scales and details for the new scale house need to be provided to us to evaluate �pi1 �jQ available options. As one of the options, we are continuing to evaluate the possibility of regrading the entrance to the main landfill cap access road as a potential means of > eliminating the need to raise the scales and scale house. Q e Town should consider using the Cox Lane easement (i.e., the area being proposed for use as the construction entrance during the capping project) for construction of the scavenger )b� waste storage tank after completion of cap construction. Additional property easements along Cox Lane will be required to accommodate tanker truck traffic flow/turnaround. 4. The Town should consider obtaining a temporary easement west of the landfill for composting operations during cap construction. Co js -,4 40t �i-In l a Cv 6,10 cur.C�' a(le`Acte. A DIVISION OF WILLIAM F.COSULICH ASSOCIATES,P.C. OVIRKA AND BARTILUCCI Jean W. Cochran, Supervisor Page Two Town of Southold June 14, 1999 Qi 1� 5. The Town should enter into discussions with Mr. Corrazini regarding relocation of equipment and material from the property line bordering the landfill and the Cox Lane easement. L Ae 6. It will be necessary to raise the high voltage power lines over the landfill prior to construction and determine an acceptable means of integrating the power line towers into the capping system and/or relocating the power line towers outside of the cap limits. D&B has entered into preliminary discussions with LIPA. A meeting with LIPA will be scheduled and options will be presented to the Town for evaluation regarding this matter. This has been discussed with Jim Bunchuck. C7' The Town should evaluate C&D waste management optio�n"s� for the periods during and after cap construction. /s,,+ Q ,v►) a�uc� � '�( C"9 nax1 c'a 8. The Town should establish a Fo a Account to develop credits as part of the Town match for cap construction. Certain activities which are being performed now or in the near future may be eligible for reimbursement. This should be discussed with NYSDEC to establish (; acceptable procedures, eligible items and accounting methods. (As a note, if the contractor portion of the construction exceeds $4 million, a Force Account will not benefit the Town. p" However, the Town is providing a substantial amount of material, labor and equipment in support of closure construction. Should the bid be less than $4 million, a Force Account will serve to ensure $2 million in funding from the State.) 9. The Town should evaluate its ability to blend properly aged and screened compost with sand Wto create vegetative growth cover as needed for cap construction. This would need to be performed prior to start of construction of the cap. Approximately 27,000 cubic yards of vegetative growth medium, consisting of a 50:50 blend of compost and sand, is required. If the Town is unable to produce the compost/sand blend, the construction contractor can perform this work and supply additional material if the Town cannot provide; 13,500 cubic yards of compost. 10. The Town should excavate and relocate waste adjacent to the residential area along the southwest property line. Several of the items listed above, as well as a number of additional considerations, were identified in a letter dated May 14, 1999. The additional Town action items contained in that letter which are not listed above are as follows: 1�)_bottorn). btain details on existing irrigation water supply well for abandonment purposes. The formation required includes well diameter and screen depth intervals (i.e., screen top and The Town will arrange for installation of a new irrigation well on the northern portion ;J�" of the property beyond the cap limits. OVIRKA AND BARTILUCCI Jean W. Cochran, Supervisor Page Three Town of Southold / 1999 �1 vlear, level and provide for access to the landfill from the right-of-way to Cox Lane and arrange for removal of adjacent property owner's equipment. The right-of--way will be used for access _ and other support activities during construction. 3. Clear and grub the area to be capped including all fence lines. G` - �Yt ITv ContactCutchogue epmDgarding relocating siren off of area to be capped. n G ,-kA 5. Excavate and relocate waste outside the limits of the cap at Recharge Basin No. 2 (northwest basin). C �6. Excavate and relocate waste outside the limits of the cap at location northwest of Collection Center. Q 7. Demolish and remove structures on west side of Recharge Basin No. 1 (southwest basin), including removal of underground storage tank. As also discussed, since the Town will require some time to make decisions regarding these items, and since time will be required to address the power line issue with LIPA and obtain required construction easements from adjacent property owners, we have prepared the attached draft letter to Anthony Cava requesting a 60-day extension for submittal of the construction bid documents to NYSDEC. If you have any questions with regard to the items contained in this letter, or require additional information, please do not hesitate to call me. Very truly yours, Thomas F. Maher, P.E. Vice President TFM/tam _ d Enclosures nl -O_? S eg-�� cc: Councilperson Louisa P. Evans Councilperson Alice J. Hussie Councilperson William D. Moore Councilperson Brian G. Murphy Councilperson John M. Romanelli © � 01314/I'FM99-17.LTR(RO4) -DRAFT- June 11, 1999 Anthony J. Cava, P.E. Regional Solid Waste Engineer New York State Department of Environmental Conservation SUNY—Building 40 Stony Brook, NY 11794 Re: Southold Landfill Closure D&B 1314—F2 Dear Mr. Cava: As you are aware, we are in the process of preparing the contract drawings and specifications for the Southold (Cutchogue) Landfill closure construction. As part of this effort, the Town is presently engaged in the following activities: • Coordinating with LIPA to raise the height of high voltage wires which span the site and evaluating options for integrating the power line towers into the cap, or relocating the towers outside the limits of the cap. • Obtaining easements around the perimeter of the landfill as needed for cap construction, materials lay down and the construction site entrance/exit. Completing the drawing showing access roads and contract limits will depend on the outcome of this effort. • Evaluating options for regrading the entrance to the landfill cap main access road in order to minimize the impacts resulting from the difference in elevation between the access road entrance and the scales and scale house. Alternate options being considered include raising the scales and scale house and regrading the proposed modifications to the collection center in the adjacent area. It is anticipated that the effort required to obtain the information identified above and to finalize the affected drawings and specifications, will be complete on or about September 1, 1999. As a result, on behalf of the Town of Southold, we are requesting an extension of time for submittal of the closure construction plans and specifications until on or about September 1, 1999. This is Anthony J. Cava,P.E. Page Two Regional Solid Waste Engineer New York State Department of Environmental Conservation June 11, 1999 based on the assumption that the issues associated with the LIPA high voltage wires and towers will be resolved in a timely matter. If you have any questions with regard to this request or require additional information, please do not hesitate to call me. Very truly yours, Thomas F. Maher, P.E. Vice President TFM/ld cc: Jean W. Cochran, Supervisor Louisa P. Evans, Councilwoman Alice J. Hussie, Councilwoman William D. Moore, Councilman Brian G. Murphy, Councilman John M. Romanelli, Councilman Gregory F. Yakaboski, Town Attorney James Bunchuck, Solid Waste Coordinator Ernest Lampro,Jr., NYSDEC - Region I ♦1314rrFM99-20.LTR(R05) JUN-11-99 14 : 20 FROM: . ID: 649045 PAGE 1/6 • PRIVILEGE AND CONFIDENTIALITY NOTICE The information in this fax is intended for the named recipients only. It may contain privileged and confidential Dvirka matter. If you have received this fax in error, please notify us immediately by a collect telephone call to (516) and 364-9890 and return the original to the sender by mail. h We will reimburse you for postage. Do not disclose the Bartilucci contents to anyone. Thank-you. CONSULTING ENGINEERS 330 Crossways Park Drive,Woodbury, New York, 11797-2015 516-364-9890 a Fax: 516-364-9045 D&B FAX NO: (516) 364-9045 DATE: COMPANY NAME : 61040I1 ATTENTION: j Im 9a " FAX NO.: "7-9-4.-IAI76 FROM: twel 6U; SUBJECT: " JOB#: NO. OF PAGES: (including cover sheet) MESSAGE: �— auy yelvim 00 66M6. THANK YOU: A DIVISION OF WILLIAM F.COSULICH ASSOCIATES,P.C. JUN-11-SS 14 : 21 FROM ID I 63649045 PAGE 2/6 - DRAFT - ,lune 11, 1999 Jean W. Cochran, Supervisor Town of Southold Town Hall 53095 Main Road P.O. Box 1179 Southold,NY 11971 Re: Southold Landfill Closure D&B No. 1314-F2 Dear Supervisor Cochran: As a follow-up to our meeting on June 8, 1999, and as discussed, please find below a number of items which I feel need to be addressed by the Town as part of the design and construction bid documents now being prepared for closure of the Southold Landfill. A few of these items do not directly affect preparation of the design and bid documents; however, they need to be addressed now in order to ensure a successful transition for the Town's future waste handling operations after completion of construction. 1. A 40-foot temporary construction easement is required around the landfill perimeter (see attached drawing)during construction of the cap. 2. The feasibility of raising the scales and scale house to the same elevation as the main access road through the landfill should be evaluated. Drawings showing the as-built conditions of the existing scales and details for the new scale house need to be provided to us to evaluate available options. As one of the options, we are continuing to evaluate the possibility of regrading the entrance to the main landfill cap access road as a potential means of eliminating the need to raise the scales and scale house. 3. The Town should consider using the Cox Lane easement (i.e., the area being proposed for use as the construction entrance during the capping project) for construction of the scavenger waste storage tank after completion of cap construction. Additional property easements along Cox Lane will be required to accommodate tanker truck traffic flow/turnaround. 4. The Town should consider obtaining a temporary easement west of the landfill for composting operations during cap construction. •JUN-11-99 14 :22 FROM: • ID.03G49045 PAGE 3/G Jean W. Cochran, Supervisor Page Two Town of Southold June 11, 1999 5. The Town should enter into discussions with Mr. Corrazini regarding relocation of equipment and material from the property line bordering the landfill and the Cox Lane easement. 6. It will be necessary to raise the high voltage power lines over the landfill prior to construction and determine an acceptable means of integrating the power line towers into the capping system and/or relocating the power line towers outside of the cap limits. D&B has entered into preliminary discussions with LIPA. A meeting with LIPA will be scheduled and options will be presented to the Town for evaluation regarding this matter. This has been discussed with Jim Bunchuck. 7. The Town should evaluate C&D waste management options for the periods during and after cap construction. 8. The Town should establish a Force Account to develop credits as part of the Town match for cap construction. Certain activities which are being performed now or in the near future may be eligible for reimbursement. This should be discussed with NYSDEC to establish acceptable procedures, eligible items and accounting methods. (As a note, if the contractor portion of the construction exceeds $4 million, a Force Account will not benefit the Town. However, the Town is providing a substantial amount of material, labor and equipment in support of closure construction. Should the bid be less than $4 million, a Force Account will serve to ensure $2 million in funding from the State.) 9. The Town should evaluate its ability to blend properly aged and screened compost with sand to create vegetative growth cover as needed for cap construction. This would need to be performed prior to start of construction of the cap. Approximately 27,000 cubic yards of vegetative growth medium, consisting of a 50:50 blend of compost and sand, is required. If the Town is unable to produce the compost/sand blend, the construction contractor can perform this work and supply additional material if the Town cannot provide 13,500 cubic yards of compost. 10. The Town should excavate and relocate waste adjacent to the residential area along the southwest property line. Several of the items listed above, as well as a number of additional considerations, were identified in a letter dated May 14, 1999. The additional Town action items contained in that letter which are not listed above are as follows: 1. Obtain details on existing irrigation water supply well for abandonment purposes. The information required includes well diameter and screen depth intervals (i.e., screen top and bottom). The Town will arrange for installation of a new irrigation well on the northern portion of the property beyond the cap limits. JUN-11-99 14 : 23 FROM: . ID: 649045 PAGE 4/6 Jean W. Cochran, Supervisor Page Three Town of Southold June 11, 1999 2. Clear, level and provide for access to the landfill from the right-of-way to Cox Lane and arrange for removal of adjacent property owner's equipment. The right-of-way will be used for access and other support activities during construction. 3. Clear and grub the area to be capped including all fence lines. 4. Contact Cutchogue Fire Department regarding relocating siren off of area to be capped. 5. Excavate and relocate waste outside the lit-nits of the cap at Recharge Basin No. 2 (northwest basin). 6. Excavate and relocate waste outside the limits of the cap at location northwest of Collection Center. 7. Demolish and remove structures on west side of Recharge Basin No. 1 (southwest basin), including removal of underground storage tank. As also discussed, since the Town will require some time to make decisions regarding these items, and since time will be required to address the power line issue with LIPA and obtain required construction easements from adjacent property owners, we have prepared the attached draft letter to Anthony Cava requesting a 60-day extension for submittal of the construction bid documents to NYSDEC. If you have any questions with regard to the items contained in this letter, or require additional information, please do not hesitate to call me. Very truly yours, Thomas F. Maher, P.E. Vice President TFM/tam Enclosures cc: Councilperson John M. Romanelli Councilperson Alice J. Hussie Councilperson Louisa P. Evans Councilperson Brian G. Murphy Coulcilperson William D. Moore James Bunchuck, Solid Waste Coordinator 01314/rFM99-17.LTR(R04) JUN-11-99 14 : 24 FROM: ID:.3G49045 PAGE 5/G - DRAFT- June 11, 1999 Anthony I Cava, P.E. Regional Solid Waste Engineer New York State Department of Environmental Conservation SUNY—Building 40 Stony Brook, NY 11794 Re: Southold Landfill Closure D&B 1314-172 Dear Mr. Cava: As you are aware, we are in the process of preparing the contract drawings and specifications for the Southold (Cutchogue) Landfill closure construction. As part of this effort, the Town is presently engaged in the following activities: • Coordinating with LIPA to raise the height of high voltage wires which span the site and evaluating options for integrating the power line towers into the cap, or relocating the towers outside the limits of the cap. • Obtaining easements around the perimeter of the landfill as needed for cap construction, materials lay down and the construction site entrance/exit. Completing the drawing showing access roads and contract limits will depend on the outcome of this effort. • Evaluating options for regrading the entrance to the landfill cap main access road in order to minimize the impacts resulting from the difference in elevation between the access road entrance and the scales and scale house. Alternate options being considered include raising the scales and scale house and regrading the proposed modifications to the collection center in the adjacent area. It is anticipated that the effort required to obtain the information identified above and to finalize the affected drawings and specifications, will be complete on or about September 1, 1999. As a result, on behalf of the Town of Southold,we are requesting an extension of time for submittal of the closure construction plans and specifications until on or about September 1, 1999. JUN-11-99 14 : 25 FROM: ID: 649045 PAGE. 6/6 Anthony J. Cava, P.E. Page Two Regional Solid Waste Engineer New York State Department of Environmental Conservation June 11, 1999 If you have any questions with regard to this request or require additional information, please do not hesitate to call me. Very truly yours, Thomas F. Maher, P.E. Vice President TFMAd cc: Jean W. Cochran, Supervisor Alice Hussie, Councilwoman Louisa P. Evans,Councilwoman John M. Romanelli,Councilman Brian G. Murphy, Councilman William D. Moore,Councilman Gregory F. Yakaboski,Town Attorney James Bunchuck, Solid Waste Coordinator Ernest Lampro, Jr., NYSDEC - Region I ♦1314/1FM99-20XTR(R03) Dvirka ` and Bartilucci d1b CONSULTING ENGINEERS 330 Crossways Park Drive,Woodbury, New York, 11797-2015 516-3649890 ■ 718-460-3634 Fax:516-364-9045 e-mail: db-eng®worldnet.att.net May 14, 1999 James Bunchuck, Solid Waste Coordinator Town of Southold Town Hall Main Street Southold,NY 11971 Re: Landfill Closure Meeting of April 30, 1999 D&B No. 1314-F2 Dear Jim: Following up on our meeting of April 30, 1999, presented below is a list of items which we understand the Town will attempt to complete in support of closure efforts: 1. Obtain details on existing irrigation water supply well for abandonment purposes. The information required includes well diameter and screen depth:intervals (i.e., screen top and bottom). The Town will arrange for installation of ,irrigation well on the northern portion of the property beyond the cap limits. , 2. Contact property owners of parcels bordering the landfill regarding construction easements. Up to 40 feet will be required by the contractor in areas where the limits of waste abut the property boundary. A map identifying these areas is attached. 3. Clear, level and provide for access to the landfill from the right-of-way to Cox Lane and arrange for removal of adjacent property owner's equipment. The right-of-way will be used for laydown and access during construction. 4. Clear and grub the area to be capped including all fence lines. 5. Select site for a scavenger waste storage tank. During the April 30th meeting, siting the tank on the landfill in the area of the former lagoons was discussed but, based upon an in- house review, this site does not appear to be the preferred location. As we recently discussed, we recommend a feasibility study be performed including sites at the former borrow pit area, the Cox Lane right-of-way, the area adjacent to the Collection Center and the former lagoon area on the landfill. If accepted by the Town, construction of the tank could be included in the landfill closure construction bid package. It should be noted that permits may be required for construction of the tank. A DIVISION OF WILLIAM F.COSULICH ASSOCIATES,P.C. • Db"IFIKA ANO BAATii.UCCI James Bunchuck, Solid Waste Coordinator Page Two Town of Southold Town Hall May 14, 1999 6. Contact electric power company to arrange for meeting at site to discuss power line heights, working in the area of the power lines, and interfacing with power line tower foundations and cap construction. 7. Contact Cutchogue Fire Department regarding relocating siren off of area to be capped. 8. Complete excavation and relocation of waste outside the limits of the cap at Recharge Basin No. 2 (northwest basin) (see Closure Plan Drawing 3). 9. Complete excavation and relocation of waste outside the limits of the cap at location northwest of Collection Center(see Closure Plan Drawing 3). 10. Complete demolition and removal of structures on west side of Recharge Basin No. 1 (southwest basin), including removal of underground storage tank. If you have any questions regarding this letter or require additional information or assistance, please do not hesitate to contact Dave Glass or me. Very truly yours, Thomas F: Nfaher, P.E. Vice President TFM/DSG/ld,tam Attachment cc: Supervisor Jean W. Cochran(Town of Southold) Council Person John M. Romanelli (Town of Southold) Council Person Alice J. Hussie (Town of Southold) David Glass(D&B) Curtis Velsor(D&B) ♦1314/rFM99-12.LTR(R06) MAY-04-SS 14 : 53 FIRome T#S3649045 PACE 1/3 PRIVILEGE AND CONFIDENTIALITY NOTICE The information in this fax is intended for the named recipients only. it may contain privileged and confidential Dvirka matter. If you have received this fax in error,please notify us immediately by a oollect telephone call to (516) and 364-9890 and return the original to the sender by mail. We will reimburse you for postage. Do not disclose the 0 Bartilucci I ooments to any". Thank-you. d[bCONSULTING ENGINEERS 330 Crossways Parte Drive,Woodbury,New York, 11797-2015 516~364-9890 • Fax 516-36490451 D&B FAX NO: (516) 364-9045 DATE: COMPANY NAME : ATTENTION: Mr. Jim FAX NO.: 75;47 47 FROM: SUBJECT. + OPV JOB#: NO. OF PAGES: (inciudmg cover sheet) MESSAGE: ��" SI e4 05 ' 'moiAA4 16 Y i THANK YOU: A DIVISION OF WILLIAM F.COSULIM ASSOCIATES,P.C. MAY-04-99 14 . 53 FRO I16364904S PAGE 2/3 -DISCUSSION DRAFT- o/ � May 4, 1999 James Bunchuck, Solid Waste Coordinator Town of Southold Towr1 Hall Main Street Southold,NY 11971 Re: Landfill Closure Meeting of April 30, 1999 D&B No. 1314-172 Dear Jim: Following up on our meeting of April 30, 1999, presented below is a list of .items which we understand the Town will attempt to complete in support of closure efforts: 1. Obtain details on existing irrigation water supply well for abandonment purposes. The information required includes well diameter and screen depth intervals (i.e., screen top and bottom). The Town will arrange for installation of a new irrigation well on the northern portion of the property beyond the cap limits. 2_ Contact property owners of parcels bordering the landfill regarding construction easements. Up to 60 feet will be required by the contractor in areas where the limits of waste abut the property boundary. A map identifying these.areas is attached. N 3. Clear, level and provide for access to the landfill from the right-of-way to Cox Lane and arrange for removal of adjacent property owner's equipment_ The right-of-way will be rused for laydown and access during construction. 4. Clear and b the area to be capped including all fence lines, � ply S s 5. Select site for 55,000-gallon scavenger waste storage tank_ During the April 30th meeting, siting the tank on the landfill in the area of the former lagoons was discussed. The lagoons are presently being backfilled with a well compacted material, and therefore, this part of the landfill represents a potentially stable location for the tank. Due to limited space at the landfill after capping and in the area of the Collection Center, in particular if the planned improvements and expansion are implemented, no other options have been identified. If accepted by the Town, construction of the tank could be included in the landfill closure construction bid package. It should be noted that permits may be required for construction of the tank. MAY-04-99 14 : 54 FROM: ID: 5OS49045 PACE 3/3 w James Bunchuck,Solid Waste.Coordinator Page Two Town of Southold Town Hall May 4, 1999 6. Contact electric power company to arrange for meeting at site to discuss power line heights, working in the area of the power lines, and interfacing with power line tower foundations and cap construction. / Yt 7. Contact Cutchogue Fire Department regarding relocating siren off of area to be capped. J S. Complete excavation and relocation of waste outside the limits of the cap at Recharge Basin No. 2 (northwest basin)(see Closure Plan Drawing 3). 9_ Complete excavation and relocation of waste outside the limits of the cap at location northwest of Collection Center(see Closure Plan Drawing 3). 10. Complete demolition and removal of structures on west side of Recharge Basin No. 1 (southwest basin), including removal of underground storage tank. If you have any questions regarding this letter or require additional information or assistance, please do nott hesitate to contact Dave Glass or me. Very truly yours, Thomas F.Maher,P.E. Vice President TFMMSG/ld Attachment cc: Supervisor Jean Cochran(Town of Southold) David Glass(D&B) Curtis Velsor(D&B) •1314tTfr4"-12.LTR(RO4) Dvi rka and 0 Bartilucci CONSULTING ENGINEERS 330 Crossways Park Drive,Woodbury, New York, 11797-2015 516-364-9890 ■ 718-460-3634 Fax:516-364-9045 e-mail: db-eng@worldnet.att.net May 14, 1999 James Bunchuck, Solid Waste Coordinator Town of Southold Town Hall Main Street Southold,NY 11971 Re: Landfill Closure Meeting of April 30, 1999 D&B No. 1314-F2 Dear Jim: Following up on our meeting of April 30, 1999, presented below is a list of items which we understand the Town will attempt to complete in support of closure efforts: 1. Obtain details on existing irrigation water supply well for abandonment purposes. The information required includes well diameter and screen depth intervals (i.e., screen top and bottom). The Town will arrange for installation of a new irrigation well on the northern portion of the property beyond the cap limits. 2. Contact property owners of parcels bordering the landfill regarding construction easements. Up to 40 feet will be required by the contractor in areas where the limits of waste abut the property boundary. A map identifying these areas is attached. 3. Clear, level and provide for access to the landfill from the right-of-way to Cox Lane and arrange for removal of adjacent property owner's equipment. The right-of-way will be used for laydown and access during construction. 4. Clear and grub the area to be capped including all fence lines. 5. Select site for a scavenger waste storage tank. During the April 30th meeting, siting the tank on the landfill in the area of the former lagoons was discussed but, based upon an in- house review, this site does not appear to be the preferred location. As we recently discussed, we recommend a feasibility study be performed including sites at the former borrow pit area, the Cox Lane right-of-way, the area adjacent to the Collection Center and the former lagoon area on the landfill. If accepted by the Town, construction of the tank could be included in the landfill closure construction bid package. It should be noted that permits may be required for construction of the tank. A DIVISION OF WILLIAM F.COSULICH ASSOCIATES,P.C. Y i DVIRKA AND BARTILUCCI James Bunchuck, Solid Waste Coordinator Page Two Town of Southold Town Hall May 14, 1999 6. Contact electric power company to arrange for meeting at site to discuss power line heights, working in the area of the power lines, and interfacing with power line tower foundations and cap construction. 7. Contact Cutchogue Fire Department regarding relocating siren off of area to be capped. 8. Complete excavation and relocation of waste outside the limits of the cap at Recharge Basin No. 2 (northwest basin)(see Closure Plan Drawing 3). 9. Complete excavation and relocation of waste outside the limits of the cap at location northwest of Collection Center(see Closure Plan Drawing 3). 10. Complete demolition and removal of structures on west side of Recharge Basin No. 1 (southwest basin), including removal of underground storage tank. If you have any questions regarding this letter or require additional information or assistance, please do not hesitate to contact Dave Glass or me. Very truly yours, Thomas F. Maher, P.E. Vice President TFM/DSG/ld,tam Attachment cc: Supervisor Jean W. Cochran(Town of Southold) Council Person John M. Romanelli (Town of Southold) Council Person Alice J. Hussie (Town of Southold) David Glass (D&B) Curtis Velsor(D&B) ♦1314/TFM99-12.LTR(R06) iMAY-07-99 ] ] : 09 FROM ID= 5163 75 PACE 2/3 r .. - DISCUSSION DRAFT- May RAFT-May 7, 1999 James Bunchuck, Solid Waste Coordinator Town of Southold Town Hall Main Street Southold;NY 11971 Re: Landfill Closure Meeting of April 30, 1999 D&B No. 1314-F2 Dear Jim: Following up on out meeting of April 30, 1999; presented below is a list of items -which we - understand the Town will attempt to complete in support of closure efforts: . I. Obtain details on existing irrigation water supply well for abandonment purposes. The. information required includes well diameter and screen depth intervals (i.e., screen top and bottom). The Town will.arrange for installation of a new irrigation well on the northern portion of the property beyond the cap limits. 2. Contact property owners of parcels bordering the landfill regarding construction easements. Up to,bQ feet.will be required.by the contractor in areas where the limits of rV AV waste abut the property boundary. A map identifying these areas is attached. 3. Clear, level and provide for access to the landfill from.the right-of-way to Cox Lane and, wti°� , arrange for removal of adjacent property owner's equipment. The right-of--way will be ►s' used for-laydown and access during construction: 4. Clear and grub the area to be capped including all fence lines: 5. Select site for 55,000-gallon scavenger waste storage tank: During the April 30th meeting, siting the tank on the landfill in the arca of the former lagoons.was discussed. The lagoons are presently being backfilled with a well compacted material,and therefore,. this part of the landfill represents a potentially stable location for the tank; Due to limited space at the landfill after capping and in the area of the Collection Conter, in particular if the planned improvements and expansion are implemented, no other options have been identified: If accepted by the Town;constrtiction of the tank.could be included in the landfill closure construction bid package; It should be noted that permits may required for construction of the tank. MAY-07-99 11 :08 FROM: ID: S183E*75 PACE 3/3 • James Hunchuck, Solid Waste Coordinator page'Two Town of Southold . . Town Hall May 7, 1999 C: Contact electric power company to arrange for meeting at site to.,discuss power line heights, working.. in the area of the power,lines, and interfacing with power line tower foundations and cap construction: Contact Cutchogue Fire Department regarding relocating siren off of area to be capped. 8. Complete excavation.and relocation of waste outside the. limits of the cap at Recharge Basin No. 2(northwest basin)(see Closure Plan Drawing 3): 9: Complete excavation and relocation of waste outside the limits of the cap at location- northwest of Collection Center(see Closure Plan Drawing 3). 10. Complete demolition and removal of structures on west side.of Recharge Basin No. 1, (southwest basin), including removal of underground storage tank,. lf:you,have any questions regarding this letter or:require additional information or assistance, please do not hesitate to.contact Dave Glass or me: Very truly yours, Thomas F. Maher, P.E. Vice President . TFM/DSG/ld Attachment cc: Supervisor Jean W. Cochran(Town of Southold) Council person John M. Romanelli (Town of Southold) Council Person Alice L Hussie(Town of Southold) David Glass(D&B) Curtis Vel sor(D&B) ♦3314/TFM99w12.1.TR(RQ5) Dvirka and O Badilucci CONSULTING ENGINEERS 330 Crossways Park Drive,Woodbury, New York, 11797-2015 516-364-9890 ■ 718-460-3634 ■ Fax:516-364-9045 e-mail: db-eng0worldnet.att.net June 3, 1999 James Bunchuck, Solid Waste Coordinator Town of Southold Town Hall Main Street Southold, NY 11971 Re: Landfill Closure General Construction Proposed Replacement Fence and Drainage Issues D&B 1314-F2 Dear Mr. Bunchuck: Enclosed is a copy of Drawing 2 depicting the existing landfill fence line. On the drawing you will find yellow highlighted sections which represent the sections of fence which will need to be replaced due to grading and capping construction. Also highlighted in red are sections of fence which we anticipate will not be disturbed by construction. We do not know the condition of the sections of fence highlighted in red, particularly along the northern boundary of the site in the vicinity of monitoring wells 4S and 4D. Therefore, we are requesting that you inspect those sections and we will include any additional sections to be replaced as part of the closure project as recommended by you. A standard fence detail is enclosed. We recommend that new fence should be 8 feet in height. A barbed wire top section, middle rail and bottom rail are not needed. However, a top rail and bottom wire would be specified. Please let us know if our recommendations are consistent with the Town's requirements. In addition, a copy of Drawing 4 from the Final Closure Plan is enclosed. As discussed in the Final Closure Plan, Recharge Basin No. 4 is sized to handle a 25-year (24-hour) storm flow from drainage area D4, which includes part of the Town's recycling and drop off center. Recharge Basin No. 1 is sized to handle a 25-year (24-hour) storm flow from drainage areas D1 and D5. As a point of information, no storm water improvements, grading, structures, catch basins or piping will be constructed in the recycling and drop off center or in drainage area D5 (including the scale house area) as part of the landfill closure. If the Town desires storm water improvements in these areas, please let us know as soon as possible as we are currently preparing A DIVISION OF WILLIAM F.COSULICH ASSOCIATES,P.C. OVIRKA AND BARTILUCCI James Bunchuck, Solid Waste Coordinator Page Two Town of Southold Town Hall June 3, 1999 the landfill closure construction documents. If you have any questions or would like to discuss these items,please call me. Very ly your , urtis F. sor, RL Principal lanner CVF/SMt/ajm,ld Enclosures cc: Supervisor Jean W. Cochran (Town of Southold) Tom Maher(D&B) Dave Glass (D&B) ♦1314\CFV99-03.LTR(R02) STRANDS WIR FOR ALL FENCING END POST AND/OR DIAGONAL CROSS CORNER POST 10'-0" 10-0" BRACING I TOP RAIL FENCE FABRIC i (TYP.) INTERMEDIATE POST WIRE FABRIC TIES 'i STRETCHER BAR o 1 BANDS 15 O.C. o STRETCHER BAR (NP') WITH BANDS FENCE FABRIC 15 O.C. (TYP) y +I 1 CONCR \ \�in' I I FOOTING�((TYP I II I i I I i I DOME Top To I II i I I I I SHED WATER 6 6" ,�, _ r— " L-,--j L------J -- COMPACTED SUBGRADE 6" LIFT OF RCA TYPE U GEOTEXTILE (TYP) Q/ -0" HIGH FENCE & DOUBLE SWING GATE DETAIL N.T.S. now or formerly Prime Pur,Oyors c / \� � now or formerly lohn A. Droskos v 1 Susan Droskoski\ , _ ; \ 1 b / _ , �.,, / \ / o F / ss o` �, o' /�� 3e v now or formerly Bayberry Enterprises o r \ 3 \` _ g � i /557V4'10E .,Y 20 o \�\ \ 3.19' now or formerly \ now or formerly VPudge Corp. Roy A. Schelin do �!^���� Joanne Schelin ' 47'��" °°," �. 1 •V � -- 1 fm.ze r��s now \formerly 1 j'' % / 1 -\ • ��L-�`�'"5��. 6as3-o9,..// JosGPh Scpoens tGin 71) Pow or formerly x \ / / L. �' / \ „✓Arthur V. Junge\ v �r �77 /� % V V � 1 now or formerly v� Y \ *lathan Harris ennie�}orrris ! -w\ar formerly `. Rob Taylor & Barb a Taylor +0 Mwww wtu 9W VAVMION ♦ rEwknwoaweclmYMocl _ %� 1 / �% / 'V / \ C i � -n�aAunr vE IrFeeo,es // vv �v 1 \ Nnl°91o11 eE lO A i I 1 nS 75, 6' \ / or sem" a"evoKs 1 ease" iioanr°"so"wi a 11E 1w VW ^ 1 1 now or�olvneAy Frank J. McBride `. / I 117 :g10-w :29 1 NaOr M11lIiY 11110 11liS IY/6 GGm ON M \ '.' /�` �� / N A 9 ACPYLUNW!1r1pp�lCf m OR / /. 1 1 ougm 7 ,M7 MO w16 aM ` wml�WI OWE a rMence r 1 r tMo�s�ASSOOMMI a wm.n 1.OWS NO MAPS AS HMO R Mlllan° 1 / L IW e11111LID� �� � .!:� � / I 03.1 S SOOE HAZE aDgOIOE NCIeW10N \\ �r J 1 ' ~ ~ � ''�I nlory/��a►.�su�eY nloroeo sr _ �` y'" � \� �, •-AND S NO Y11R11CC1.001611 Fr 5 A10 su►auc aovlm IlaarE,lr e-°s,. Hous: 1.TM LOF NO-Is L AWA- ��� / 1 �' ROA D/rs,o ].AW SLIMY COLVUMM Oel;9W .lan ` now.or formerly John P. Krupski � Z _��+_ NOTE � SURVEY AND TOPOGRAPHY OBTAINED FROM SURVEY PREPARED - C •�' ��..i��� �T r� \ n°�a M��Y 1 '_ BY YOUNG k YOUNG LAW SURVEYDRS. DECEMBER 1997 -/ - j„'now or former{ 1154 '���•{��'� ���rN►f1� k Y Frank' VJ. McBride.� NS344' �a IFi>~o+n 22.53' OF SIXIIIHOLD Sa:ll°M 7200 611E IQ YaIR SOOE LW. � SOUTHOLD LANDFILL CLOSURE ,�..�. PROPERTY SURVEY AND RELATED FUTUM am 7°” Z WMM AM WRuloa CONK IM o„°� GETIEIiAL CONSTRUCitON A WWI 6 NUM F.COMAJOH MWOOM►.C, i r JAN-09-01 12 : 21 FROM • ID _ S1t 9045 PACE 1/1 � OSI it' h Ix N�' 1,7671 -/�_- aof - fo Jf v-T �i,jlfG� From V C Cages Fhona# New York SiMe Department of Environn Fax# 7S4- Phone# 8uilding 40--SUNT, Stony Brook, New York 1175 - --�J r6 Fax# ��FYC7,�]Caxs 51� +N�. A__ax1QnQ 1. The portion of the well Occupied b the s tilled with clean sand, but in no Yaert shall be extwnd above the top of the screen se shall this filling 2- The e" re casing including riser pipe and annular spaces between the casing shall be filled with a cement/bentonite grout- The cement/bentonite grout shall not contain more than six gallons of water per bag. The shall be placed under pressure through pipes to the grout 4t '5 a of the space to be filled in order to prevent dilation of grout. The placing of the grout shall be continuous until grout appears at the top of the casing, at Which time the grout pipe may be withdrawn. 3 . CASrXq S]*AL After the grout has consolidated, as confiraed by visual in-4;pection, the top of the casing must be closed and sealed. Steel Casings are to be sealed with a gelded steel plate. FVC casings are to be sealed vitt at perman cap. ently affixed PVC a _ -summce WELL SM ' where monitoring veils are installed in zaanhol,es or curb boxes below grade, the manhole or box is to be filled with manhole concrete atter the well tzas been grouted and capped. the or box cover may then be reinstalled. Where monitor W011S we_e installed vithout a protective concrete collar (s rfaca %cell seal) , ort shall be constructed upon abandonment. The disturbed soils at the top of the well, or an, area zvo feet in diameter and one. foot thick about the lop of the well (whichever is large;) Cent cone:ete. shall be filled with S . 9AzW-IGR OV-►L Removal of the entire well casing is not necessary unless specifxCally required by the Department- /9z 1411 �wT A, J r �2 r UI 3a i+ I 1A 3ul3 'W �.I j air t 16V D ! 1 �JA 1p L�1h� 3f dti!°fA J03 \/ 3 Ioti,V" �oti3�^ . 300( 1 A /M �p6� 3oi��1 F n opt L: 1 10100 y gnkn i `•: 'v (fl a _ 3vi3 Afad Lia(a� i i 4`)" ;"Loi A"", 4') � J lot I ��uu• 13tldvF ,0W / \ i�In. 3ouF 3uiti� i _...__.1 ` IP ( `f)l�►pa 3ol)=iF i LB let, 3 C W Sit ?s � Tom►� ��w��� rJanrC —C- 10 "' r i" $_sz Y' Ik \1\ 10 bW 3oS5 s'�u I < 1 v j • � l�/D SSU✓i"GL/J L�G�t/J�{.� Frii k 3 sE jio}4:0 JA Gw 2s o Ile cJ A o� s�0 l 'D7",V, , ski", d� 10 3�55 S,,/l/ 5t ti a i 0.5 0 2. .5 3.2 0. IV Ov l3J 2Ov O Southold Landfill Compost Stockpile Site Volume Table: Unadjusted 3.7 1 2 2.5 3 CutFill Net Site Stratum Surft Surf2 yards yards yards Method - 5.0 5.7 .4 2. compost comp comp tcomp 0.0 - 1 1 1 .8 6. 2.6 1. 0.1 8567.6 8567.5 (F) Grid 0.0 -0.0 4 .3 1 4 1 3 1 10 4. 1. .0 -0.0 0. 2. 7.6 1. 14.8 1.3 8.7 7.3 .5 5.2 .0 -0. 0.0 0. 0.0 .2 .0 1 .7 1 4 9 9. 9.0 9.2 .8 0.0 0.0 0.0 0.0 0. 0.9 2. 5.6 8.3 9.3 9. .4 9.4 .0 0.0 0.0 0. 0.0 0.0 -0. 0.0 0.1 .8 7.8 .1 9.2 7. 6.8 .3 .0 0 0.0 0.0 -0. 0.0 .1 6. 7.6 8 5.1 5 1. 1.6 2.4 .1 6 6 5. -0 .2 0.9 4 .7 7n A 3, 1.2 3.6 S. 5. 6.0 3 7.5 3.3 .1 0.5 1. 2 8 1. 7.8 7.6 .9 3. 1 2.5 6.8 8.1 8. 1 .5 12.8 12. 9.6 4 1. .6 1 .1 4 4. .9 1.4 3.5 5.4 7.4 1. 12.4 14.5 15.6 1 .2 13 11. 51 6. .6 4.0 3. 0 3.7 5.5 7.2 9.0 11 4 2 17.4 18.5 1 6 7.2 4.5 1.1 .1 0. 0.4 1 0.4 0.7 0 3.4 5.2 7.0 8.7 .6 165 1 21.3 22. 20.7 17.7 14.6 0 .2 1 0.0 -0.0 - 6.7 8.5 11.8 167 20.1 23. 5.3 2 .2 21.0 6. 2. 7. 0 0.0 2 12.0 169 20.3 .4 21. 16 3.5 7. 0 0. 11. 173 20.7 .4 9. 4.7 - 4 10.6 16 18.7 21.1 21 1.2 16.4 2.9 9.9 6. 1.7 .3 11. .4 14 14.6 14. 1 8.3 5.2 7.6 7.8 8.0 2.9 0. 4 2. 2 0.7 .5 0 2. 5 3.2 0. IV Ov- 13j 20o O Southold Landfill Compost Stockpile Site Volume Table: Unad�'usted 3.7 1 2 2.5 3 Cut Fill Net Site Stratum Surft Surf2 yards yards yards Method - 5.0 5.7 .4 2. compost comp comp tcomp 0.1 8567.6 8567.5 (F) Grid 0.0 - 1 1 1 .8 6. 2.6 1. 0.0 -0.0 4 .3 1 4 1 3 1 10 4. 1. .0 -0.0 0. 2. 7.6 1. 14.8 1.3 8.7 7.3 .5 5.2 - .0 -0. 0.0 0 0.0 .2 .0 1 .7 1 4 9. 9.0 9.2 .8 0.0 0.0 0.0 0.0 0. 0.9 2. 5.6 8.3 9.3 9. .4 9.4 .0 0.0 0.0 0. 0.0 0.0 -0. 0.0 0.1 .8 7.8 .1 9.2 7. 6.8 .3 .0 0 0.0 0.0 -0. 0.0 .1 6. 7.6 1 8 5.1 1. 1.6 2.4 .1 6 .6 5. -0 .2 0.9 4 .7 7 Q r A A 3. 1.2 3.6 5.4 5. 6.0 3 7.5 3.3 .1 0.5 1. .2 8 1. 7.8 7.6 .9 3. 1 2.5 6.8 8.1 8. 1(.5 12.8 12. 9.6 4 1. .6 1 .1 4 4. .9 1.4 3.5 5.4 7.4 1. 12A 14.5 15.6 .2 13 11. 51 6. .6 4.0 3. .0 3.7 5.5 7.2 9.0 11 4 2 17.4 18.5 1 6 7.2 4.5 1.1 .1 0. 0.4 1 0.4 0.7 0 3.4 5.2 7.0 8.7 .6 165 1 . 21.3 22. 20.7 17.7 14.6 0 1 0.0 -0.0 - 6.7 8.5 11.8 167 20.1 23. 5.3 2 .2 21.0 6. 2. .4 0 0.0 2 12.0 169 20.3 .4 21. 16 3.5 7. 0 0. 11. 173 20.7 .4 9. 4.7 - 4 10.6 16 18.7 21.1 21 1.2 16.4 2.9 9.9 6. 1.7 .3 11. .4 14 14.6 14. 1 8.3 5.2 7.6 7.8 8.0 2.9 0. 4 2. 2 0.7 Nov. 131 Zoo 0 Nov. 13� Zoo o Code 0917C1'01/2" POS TP 3029 North 295608.098 East 413814.421 Elev 41.391 Code 0927C1'43/4"40LN POS TP 3030 North 295656.744 East 413856. 653 Elev 44.005 Code 0928C4 '0"40LINE POS TP 3031 North 295710.563 East 413906.357 Elev 39.583 Code 0919F0'S"40LINE POS TP 3032 North 295673.074 East 413965.747 Elev 42.905 Code 0918C21111'40LINE POS TP 3033 North 295579.196 East 413928.741 Elev 40.057 Code 092000'03/4" POS TP 3034 North 295469. 853 East 413872.814 Elev 41.189 Code 0921C1'23/8"40LN POS TP 3035 North 295465.754 East 413858. 466 Elev 40.729 Code 0922C0'83/4"40LN POS TP 3036 North 295517 .453 East 413775. 914 Elev 43.214 Code 0923C3'21/2" POS TP 3037 North 295531.229 East 413772.729 Elev 42.863 Code 0924C2'101/4" POS TP 3038 North 295803.009 East 413643.102 Elev 47.259 Code SSTK POS TP 2076 North 296423.375 East 414296. 609 Elev 54 .138 Code NAL PK POS TP 2077 North 296572.650 East 414337 .596 Elev 55. 923 Code NAL PK POS KI 2078 North 296431. 655 East 414422.331 Elev 56.319 Code NAL PK POS TP 3039 North 296572. 627 East 414337 .602 Elev 55.868 Code 2077NAL PK POS TP 3040 North 296431. 656 East 414422.339 Elev 56.277 Code 2078NAL PK POS TP 3041 North 296547 .415 East 414477 .860 Elev 56.326 Code SET CONC. MON. POS KI 0932 North 295644.116 East 413883.500 Elev 26.000 Code GRADE-STAKE POS KI 0933 North 295636.318 East 413892.521 Elev 26.000 Code GRADE-STAKE POS KI 0934 North 295587.244 East 413855.024 Elev 26.000 Code GRADE-STAKE POS KI 0935 North 295538.170 East 413817 .528 Elev 26.000 Code GRADE-STAKE Code 0917C1'O1/2" POS TP 3029 North 295608.098 East 413814.421 Elev 4.1.391 Code 0927C1'43/4"40LN POS TP 3030 North 295656.744 East 413856. 653 Elev 44 .005 Code 0928C4 '0"40LINE POS TP 3031 North 295710.563 East 413906.357 Elev 39.583 Code 0919FO'5"40LINE POS TP 3032 North 295673.074 East 413965.747 Elev 42.905 Code 0918C2'11"40LINE POS TP 3033 North 295579.196 East 413928.741 Elev 40.057 Code 092000'03/4" POS TP 3034 North 295469.853 East 413872. 814 Elev 41.189 Code 0921C1'23/8"40LN POS TP 3035 North 295465.754 East 413858. 466 Elev 40.729 Code 0922CO'83/4"40LN POS TP 3036 North 295517 .453 East 413775. 914 Elev 43.214 Code 0923C3'21/2" POS TP 3037 North 295531.229 East 413772.729 Elev 42.863 Code 0924C21101/4" POS TP 3038 North 295803.009 East 413643.102 Elev 47.259 Code SSTK POS TP 2076 North 296423.375 East 414296. 609 Elev 54.138 Code NAL PK POS TP 2077 North 296572. 650 East 414337.596 Elev 55. 923 Code NAL PK POS KI 2078 North 296431. 655 East 414422.331 Elev 56.319 Code NAL PK POS TP 3039 North 296572. 627 East 414337. 602 Elev 55.868 Code 2077NAL PK POS TP 3040 North 296431.656 East 414422.339 Elev 56.277 Code 2078NAL PK POS TP 3041 North 296547.415 East 414477 .860 Elev 56.326 Code SET CONC. MON. POS KI 0932 North 295644.116 East 413883.500 Elev 26.000 Code GRADE-STAKE POS KI 0933 North 295636.318 East 413892.521 Elev 26.000 Code GRADE-STAKE POS KI 0934 North 295587.244 East 413855.024 Elev 26.000 Code GRADE-STAKE POS KI 0935 North 295538. 170 East 413817. 528 Elev 26.000 Code GRADE-STAKE YOUNG &YOUNG 0 0 Planning, Engineering&Land Surveying 400 Ostrander Avenue Tele*ne(621) 727.2303 Riverhead, New York 11901 Facsimile(63 1) 727.0144 HOWARD W.YOUNG,Land 9 Weyer T140MM C.WOLKRT,Pmkwonal Enoneer November 17, 2000 ATTN: Mr. Jim Bunchuck Town of Southold P.O. Box 962 Cutchogue, New York 11935 RE: TOWN OF SOUTHOLD (Landfill) at Cutchogue, T/0 Southold, New York (00-0254) Dear Mr. Bunchuck: Enclosed are two (2) copies of our field sketch depicting the locations of stakes set on November 15, 2000, for your use. Also enclosed is our invoice for professional services rendered together with the completed Standard Voucher. If you have any questions regarding this project, please do not hesitate to contact us. Very truly yours, Thomas C. Wolpert, P.E. TCW/ sjt Encl. Looe rss _--yn�- __._. 000- X4 i OtiN � I L° 4^ � vi f SSx'L: 1U ��i I i �Ot 6001 c. 1 , l�. I ch 1 � VV f ,/ Q s C c 0.1-71 L •�,a{, it 1 0OOZ i .av . 1. ,y55 3 ion 1 t AUG-21 -00 14 : 51 FROM : • ID: 51 "49045 PAGE 1/3 PRIVILEGE AND CONFIDENTIALITY NOTICE The information in this fax is intended for the named recipients only. It may contain privileged and confidential Dvi rka matter. If you have received this fax in error,please notify us immediately by a collect telephone call to (516) 364 9890 and and return the original to the sender by mail. We will ��� ■ E3art1lUCCl reimburse you for postage_ Do not disclose the contents to -- CONSULTING ENGINEERS anyone. Thank-you. 330 Crossways Park C>rive,Woodbury,New York, 11797-2015 $16-364-9890 • Fax: 516-364-9045 D&B FAX NO: (516) 364-9045 DATE: • �� • COMPANY NAME : ATTENTION: FAX NO.. • �y � 1? ^— FROM: SUBJECT: ;2wY � — — J06#. NO. OF PAGES: (including cover sheet) MESSAGE: THANK YOU: _ A DIVISION OF WILLIAM F COSULICH ASSOCIATES.FC. 10 In 1 t Lo" 1 v Ut RO E;NAN WEST Mj _- Now w. SNOWnow xr h � � _'j�..._. �.5--��..1 i� �...... err= �,Z...J...._... if .. _...__.,._ /\ ���`••- " ,li\ ~-,� 1 jw in el \ r, 41 RI 00 V / / C / its \ \�• \\ +; � �� � ����.// `�� / - / l , Cfl _ m fy 'o b M '•"gym:. �;_....�. ., \ �� �s �r ara.��A�-Ira tif• �..�ra � �� wra r� ��._a�-�'ltr� �N �. oo, .41 Sid ................ i \11 Nil ell ILO ————————————— ———— ——— ------- ----------- —— ———------ —— ------------ ----- Aj ... cn WEST AIN NA pow am lww-!4*)Mefi it 4=6 ---4' � y \\\ `\'•\ ` y � `�� r 1 a ,�`r / /�� sem-'/- ,. ..._ N \ \ \ � a\� •} \....—.. _f.�/ // \ 1�1'� ~� VY Imo.\.-.�..Y-_y l.- 7 �r i cl el rl f 03 lo, I X m lowil b AUGr17-00 15: 56 FROM: • 113: 516*G75 PAGE 1/4 PRIVILEGED AND CONFIDENTIALITY NOTICE The information in this fax is intended for the named recipients only. It may contain privileged and confidential matter. If you have received this fax in error, please Dv i rka notify us immediately by a collect telephone call to (516) and 364-9890 and return the original to the sender by mail. We will reimburse you for postage. Do not disclose the Bartilucci Lcontents to anyone. Thank-you. CONSULTING ENGINEERS 330 Crossways Park Drive,Woodbury, New York, 11797-2015 516-364-9890 -Fax:516-364-9045 J D&B FAX NO: (516) 364 - 9045 DATE: August 17, 2000 COMPANY NAME: Town of Southold ATTENTION: Jim Sunchuck FAX NO.: 631-734-7976 FROM: Dave Glass SUBJECT: Grade Stakes JOB#: NO. OF PAGES: Four (4 (including cover sheet) MESSAGE: Jim - Enclosed please find proposed grade stake locations for Recharge Basins 1, 2 dl 4. Please let me know if you have any comments before T transmit to Young d1 Young for surveying on Wednesday. -Dave A DIVISION OF WILLIAM F.COSULICH ASSOCIATES,P.C. AUC-17-00 15: 59 FROM- . I D: 51G•9G75 PAGE. 3/4 LLI 60ol 10 Ln ol f&�-, L7 Cd 1 v) � J i Al. 1 _ 1 �~ r ., .--� tri► . rs•'�.�►is. � q�\\����\rte. Si ILI ON .` 1!111-111, 1j� Int ili . %%i. l��tl►Z%�J��/ ��� ' ��l X11 l�ll�IL /// of d1Dvirka and 0 Bartilucci CONSULTING ENGINEERS 330 Crossways Park Drive,Woodbury, New York, 11797-2015 516-3649890 ■ 718-460-3634 • Fax:516-3649045 e-mail: db-eng0worldnet.att.net June 25, 1999 Mr. William Crawbuck Geomaps International 395 Central Avenue Bethpage, New York 11714 Re: Topographic Survey Town of Southold D&B No. 1314 Dear Bill, As a follow up to our discussions this week concerning the October 1998 topographic survey of the Southold Landfill (Geomaps project No. 98310), which your firm provided to the Town of Southold, and the October 1995 topographic survey also prepared by your firm, it appears that the two topographic surveys do not match. In an effort to determine the source of the problem we request that you review the two topographic surveys including a comparison of the ground control prepared by Young and Young for the 1998 survey and the ground control prepared by Van Tuyl for the 1995 survey. We request that you send us a letter as soon as possible with your conclusions concerning the source of the problem. We are in the process of finalizing important elements of the closure design and we believe that the apparent discrepancy between the two surveys may have a significant affect on the project design. Please call me to let me know when we can expect a written response to this most important issue. I may be reached at (516) 364-9890. Ve ruly yours, is F. el or RL Principal 1 ner CFV/bl cc: James Bunchuck, Town of Southold Thomas Maher, D&B Dave Glass,D&B ♦1314/cfv99-07.ltr A DIVISION OF WILLIAM F.COSULICH ASSOCIATES,P.C. I Ld LJ . 60 C7, / Ln %.00 10, u Ile LrK/ CCY E/Z Hovd G49e69c91G :GI :Woad zo:zt 00-SZ-130 RE op IJ,J 1 ammoo £/L 30Hd S49ev9£9iS :OI 'W0213 t0lzt 00-5Z-130 C ie r 4k[ ,35 2I o o �, YOUNG & 0 NG Planning, E t Ing&Land Sutlf g 4.00 02ho venue Telephone(516)727-2303 Rivethendr Yotk 11901 rRetimile(516) 727-0144 I(OWARD W.YOUNG,LAnd Surveyor T140MM C.WOLPERT,Prohnionel Enjoneer JOHN SCHIJURR,Lend Surveyor July 29, 1999 ATTN: Curtis F. Velsor, RLA Dvirka & Bartilucci Engineering 330 Crossways Park Drive Woodbury, New York 11797-2015 Re: TOWN OF SOUTHOLD (Landfill) At Cutchogue, T/O Southold, New York (97-0763) Dear Mr. Velsor: Enclosed herewith is one (1) print of the Survey prepared for the above referenced last dated July 26, 1999, for your use. The topographic data shown is from October 1998 aerial photography. The property outline has been rotated to the New York State Plane Coordinate System. Also shown is a comparison between spot elevations fro the aerial photography and actual field elevations taken by Young & Young. Elevations of the lowest Keyspan power transmission lines and ground elevations is shown. A computer disc will be forwarded to you under separate cover. If t can be of further assistance please do not hesitate to call. Very truly yours, 0--L John Schnurr Ad's/ Enclosure cc: Jim Bunchuck, T/0 Southold + 1 Print + Invoice Dvirka and Bartilucci CONSULTING ENGINEERS 330 Crossways Park Drive,Woodbury, New York, 11797-2015 516-3649890 v 718-460-3634 ■ Fax:516-364-9045 e-mail: db-eng@woddnet.att.net June 28, 1999 Mr. John Schnurr Young and Young Surveyors 400 Ostrander Avenue Riverhead, NY 11901 Re: Town of Southold Landfill Survey Field checking of spot elevations D&B No. 1314-F2 Dear Mr. Schnurr: Jim Bunchuck of the Town of Southold will be calling you to request that your firm field check a number of spot elevations on the 1998 Topographic Survey. I have enclosed a copy of the survey with the spot elevations we would like checked. Based on your knowledge of the site if there are additional spot elevations that you feel should also be checked please advise. As I am sure Jim has indicated time and accuracy are very important as we are preparing our final cut and fill calculations for re-grading the site. Please call me at 516-364-9890 to discuss any questions. j ry 0or, rtis F CFVt/ld Enclosure cc: T. Maher, D&B D.Glass, D&B J. Bunchuck, Town of Southold ♦1314\CFV99-09.LTR A DIVISION OF WILLIAM F.COSULICH ASSOCIATES,P.C. FROM Geomaps I nternat'na l Inc. PHONE NO. 516 827 9101 Jun. 25 1999 05:34PM P2 4 • .d VIII aDs 3B5 CENTRAL ABENUE, BErRvrFE, NEN rOe[ 11118 '� IRTERAGf J/ONAL (5181 821-9100 fAX (S1B1 B?7-1/01 Mr. Curtis F. Velsor RLA June 25, 1999 Dvirka$ Bartilucci 330 Crossways Park Drive Woodbury, NY 11797 RE: Southold Landfill Aerial Mapping Dear Curtis Regarding your letter dated June 25, 1999 concerning the two maps provided by Geomaps of the Southold landfill dated 1995 and 1998. 1 have provided the following history to help explain the map coordinate differences. In November, 1995 Roderick Van Tuyl, P-C_ placed 8 ground control aerial targets surrounding the Southhold landfill. Aerographics Corporation then produced stereo aerial photographs of the landfill. After the flight, Van Tuyl field measured coordinates at the targets and supplied them to Geomaps as ground control to map the 1995.landfill. The vertical datum and horizontal datum of these coordinates were unknown. Geomaps mapped the landfill in the same unknown coordinate system the ground control was supplied in. In 1998 Geomaps was retained to map the landfill for the second time. Van Tuyl and his records were not available- Young and Young were hired by the Town to produce the ground control.The original points on the ground could not be recovered so it was decided to ignore the old coordinate system and to base the new map on a closed loop to a USGS Benchmark.At this time it was noticed that one of the 1995 targets(target 7)was still visible and the elevation on it was different by 0.8' . The 0.8'difference seen does not mean the vertical difference between the two systems is exactly 0.8'. To properly make that determination several points across the site would have to be compared. In addition, normal mapping tolerances at this mapping scale are about 3 tenths of a foot. I hope this helps to clear up the questions concerning the differences between the 1995 and 1998 maps. If I can be of any further assistance, please do not hesitate to call. Sincerely, I Ilam wbuck President FROM : Geomaps Internati al Inc. PHONE NO. 516 827 9101 Jun. 25 1999 05:35PM P3 YOUNG&YOUNG JM pM Phinning,Eng)nnfing8i).and Sunmfing dQ0 Ostwnd�Arenas Td.ha�.(516)727-2404 Rhrarhe%4 Mew Yak 0901 .i5f6) 727-0144 HOWARD W.YOUNG,WA Sw w TNOMM C.WOMPT,Pmkmd W Ex#ar KEMK N C.ABRUZZO,teal Sw ww JWM 2CNNURR, "2w"w October 12, 1998 Mr. Bill Crawbuck Geomaps International 395 Central Avenue Bethpage,New York 11714 Re: Town of Southold At Cutchogue,T/O Southold,New York (9&0616) Dear Buil: Enclosed is the Ground Control for the above referenced project. was the only original cross that wt Please note that control Point number seven(7) a closed were able to find. ()wvertical datum for this project is based uponloop t<avexse from a USGS Bencbma& It appears that there is an approximate 0.9 foot difference from van Tuyls datum and Young& Young's datum. Since we have provided the client with elevations based upon our level run, we have used this system to provide you ground control elevations. Should you have any questions or comments,plem do not hesitate to contract our office. Vey 1ru1y yon, V9 4 XCenneth E. Abruzzo KFA/dn Encl. cc: Jim Bunchuck FROM Geomaps Internat' al Inc. PHONE NO. � 516 827 9101 Jun. 25- 1999 05:34PM P1 a. Boma s 395 Central Avenue Bethpage, New York 11714 �rr�ax�n°su Tel : (516) 827 9100 Fax: (516) 827 9101 FAX TRANSMISSION COYER PAGE DATE: NO. OF PAGES (In uding this page): RE: TO: r S NOTES: If all pages are not received, or 'are illegible, please call (516) 827 9100 State of New Y--rk Department of Conservation WATER RESOURCES COMMISSION Long Island Well Ap lication No. W-2620 In the Matte:- of the Application - of the - TOWN OF SOUTHOLD for Approval of the sinking of a new well at its property on the north side of Middle Road (County Route 27) , at Cutchogue, Town of Southold, Suffolk County, New York. D E C I S I O N Application filed April 8, 1968 Hearing held in Greenport, April 17, 1968 Decision May 2, 1968 DECISION ON LANG ISLAND WELL APPLICATION NO. W-2620 PROCEEDINGS This is an application made under the provisions of Section 476 of the Conservation Law for approval of a well project in Suffolk County. Petition verified by Raymond C. Dean, Superintendent of Highways and head of the Department of Public Works of the Town of Southold in Suffolk County on April 5, 1968 and filed in thy: office of the Water Resources Commission on April 3, 1968. Due notice of the hearing was given by publication in the Suffolk Sun of Deer Park and the hearing was held before Walter G. Waterman, Associate Engineer of the Commission in the Southold Town Supervisor' s office in Greenport on April 17, 1968 at 10 o' clock in the forenoon. The petitioner was represented at the hearing by its attorney, Robert W. Trasker, Esq. No objections were filed and no one appeared at the hearing in Opposition to approval of the project. PROJECT The Town of Southold proposes to sink a well with b-inch diameter casing to a depth of 100 feet and to equip the well with a pump having a capacity of 400 gallons a minute. The well is to be located at its municipal refuse disposal area on the north side of Middle Road (Route 27) at Cutchogue. Water pumped from this well is to be used on this property only for f Ere protection. FINDINGS OF FACT 1. The Town of Southold is a municipal corporation of the Sto to of New York charged with various duties including the maintbnance and operation of a municipal refuse disposal area. 2 - 2. Well water is desired at this area tc> extinguish any fire that may be started by spontaneous combustion or other means. 3. For fire protection purpcies the applicant pro- poses to sink an 8-inch diameter well to a depth of 100 feet and to equip the well with an electrically operated submersible type pump having a capacity of 400 gallons a minute. This well is to be located about 700 feet north of Middle Road and about 1,200 feet east of Depot Lane. 4. It is estimated that the annual ute of water from the well will not exceed 200,000 gallons . 5 . Applicant desires to use well water for this pur- pose as no other supply of water is available onthe property or in the immediate area . 6. Sinking the proposed well will not adversely affect any wells of a public water supply system. The nearest such well is about five miles to the east and belongs to the Village of Greenport. CONDITIONS The Commission finds it to be necessary to protect the interests of the applicant and of the people of the State, to impose the following conditions : A. Applicant must maintain and operate a satisfactory meter or other device to measure and record the amount of water pumped from this well on this property and shall preserve such records. Such measuring device and the apparatus connected therewith shall be open at all reasonable hours to inspection or test by duly accred- ited representatives of this Commission or of the local water authorities. Records of the pumrage shall be made available for inspection or transcrip- tion. Applicant shall report the amount of pumpage yearly to this Commission. 3 - B. This decision and apt",.-3val shall not be held to grant to the vi,ticant any exemption from general r(--.�.rictions on the use of water for thitjw.-eticular purpose which may at any �.i:ae be imposed by other competent authority. C. The Commission reserves the right to reconsider this approval at any time in the future and, after due notice and hearing, at that time to continue, rescind or modify this decision in such a manner as -may be found to be just and equitable. D. Unless this proposed well shall have Leen completely constructed prior to June 1, 1971, or within such extended time as may have been applied for and granted by the Commission, then and on that date this approval shall be deemed to have lapsed. -� STATUTORY DETERMINATION In view of the above, the Water Resources Commission, under the provisions of Section 476 of the Conservation Law, determines and decides that approval of this application as above modified will protect the public health and public welfare in conserving the supply of water of Long Island for domestic consumption. - 4 - DECISION WHEREFORE, the Water Resources Commission does hereby approve the said application, maps and plans of the Town of Southold , as thus modified. IN WITNESS WHEREOF, the Water Resources Cott issi.on has caused this determination and approval to be signed and has caused its offici.31 seal to be affixed hereto and has filed the same with all maps , plans, reports and other papers relating thereto in its Westbury office this 2nd day of May, 1968. WATER RESOURCES COMISSION Deputy Commissioners Conservation Department, Alternate - Acting Chairman Attest: ` . cz� Secretary I r. ��SUFFO(�CO JAMES BUNCHUCK y�c P.O. Box 962 SOLID WASTE COORDINATOR y Z Cutchogue, New York 11935 O Tel: (516) 734-7685 y Fax: (516) 734-7976 X01 � Sao E-mail Address: Landfill c@Southold.Or SOUTHOLD TOWN SOLID WASTE DISTRICT FAX TRANSMITTAL Number of pages including this sheet: 2 DATE: 9/9/99 TO: Curt Velsor FAX#: 516-364-9045 FROM: Jim Bunchuck MESSAGE: Here are the locations and numbers of the telephone poles on Tuthill Road. The information on the adaptor for the well will follow soon. If you have any questions, please feel free to contact us at the above telephone number. Thank you. For verification or questions please call 516-734-7685. tn 00 r—CONNECT NEW FENCE (� TO EXISItN, FENCE EXISTING F[r:--'F - -- • Y�I �� •1pq- I j iti r �' +1 � 3 10• MME SINGLE SWING GATE-6 F7 MrGH (] PROPOSEL MATER SUPP,Y WEtt f • // ,r i' f !r 1, / PROPOSECI PGLE WITH F10OalIGH7 —REPLACE EXISTING FENCE VAIH 345 Lf-6 FT MI.r,M CHAIN UNK FENCE i `.. REPLACE EXISTING i ENCS W IH 105 LF-6 fT HIGH,; CHAIN LINK FENCE O cn AS r ' REPLACE EXISTING FENCE ISS Tri QI 310 ET-6 FI NICK CHAIN LINK FENCE d ` � mac- /` ;n. Y, r, / /�; _•'`.. , a) • �,:� y �/�. /;lam. � f �UT "-- _ _ •" �-_r_ HELL --�- «"►t re4 v FIRE SMENC) (RE LOCAiEOUTS�E OF RECWGE B�StN N0. 1 CAP. $NSE>t OF FENCE) v twM mt, M.f"je%l n g�fFO[ • � G JAMES BUNCHUCKo y1 P.O. Box 962 SOLID WASTE COORDINATOR y = Cutchogue,New York 11935 p Tel: (516) 734-7685 'y Fax: (516) 734-7976 Sent via FAX SOUTHOLD TOWN SOLID WASTE DISTRICT September 8, 1999 MEMORANDUM TO: Curt Velsor FROM: 69Jim Bunchuck SUBJECT: Electricity for Well& Siren Below are the answers to the questions you faxed to me earlier today: 1) The pole you highlighted on the map you faxed is#4. It is approximately 40 feet west of the fence comer shown. Poles 5, 6, and 7 (pole 7 is unlabelled)are also shown on the map. Distance from Pole 4 to Pole 5 is 175 ; from Pole 5 to Pole 6 is 155'; and from Pole 6 to Pole 7 is 140'. 2) The proposed location of the siren is OK. The proximity to the power lines should not be a problem. 3) The idea of putting a siren on a 75' pole was not actually requested by the Fire District, but was not merely a suggestion by a member. That seems rather excessive to me. They would like a higher pole so as to allow the siren to be heard further away. But if the existing pole is re-used, they can live with that. The Fire District will look into having a longer pole donated by Keyspan, which apparently is done on occasion. Otherwise, I would go with re-using the existing 24' pole. Get back to me if you have any more questions. En R] 00 ED CONNECT NEWfEN,-f TO EXISTING FEND EXISTING FEr,rE i ? Fill LAJ 10• wIDI S'NGLE SWING GATE-6 F7 HIGH � D �' j '/ / • r I -PPOPOSED WATER SUPPLY WELL 1 L PROPOSED OPO PULE WITH FLOODLIGHT __—REPLACE EXISTING FENCE WITH 345 LF-6 FT HIGH CHAIN E1NK, FENCE REPLACE EX.ST:No FENCE WITH 0 1L —6f7 H-CH CHAIN LINK FENCE cn IM Q) ' �� f REPLACE EXISTING FENCE MATH A 310 LF-6 FT MiGti CHAIN LINK ffM10E �.. _-F_ - rl L --TU7-H ROAD flRE SIRFN (RELOCATE OUTSIDE OF RECHARGE BAS►M NO. 1 CAP. IKsw OF FENCE) (A iftS 0 N ci f' � OG JAMES BUNCHUCK y< P.O. Box 962 SOLID WASTE COORDINATOR y Z Cutchogue, New York 11935 Tel: (516) 734-7685 Fax: (516) 734-7976 Sent via FAX SOUTHOLD TOWN SOLID WASTE DISTRICT September 7, 1999 MEMORANDUM TO: Curt Velsor FROM: Jim Bunchuck SUBJECT: Electricity for Well& Siren Attached are the answers to your questions re: the electrical requirements for the siren/fire well at the landfill. However,the issue of who should pay for them to be relocated or,indeed, whether we need or want these facilities at the landfill at all has lately been raised. I had been under the impression that the Town wished to maintain them under the same arrangement as they are now, however that may not be the case, especially if this is an opportunity to cease paying for something that is required/desired primarily by the Cutchogue Fire District. If there is no Town need for these facilities,the Town may not want to pay to have them reestablished. I may need to get Town Board input on this before any plans are finalized. I'll call you as soon as I have more info, probably tomorrow(Wed). Don't hesitate to call me with any questions. - 'fir-26-99 10 : 32 FROM : iD: s1639&7s PACE 2!2 L QUESTIONS;REGARPI tC-„t ELEC:TRIC,AJ, 01-TIHO�p_ [A�I�LL 1. Is the electrical meter at the service pole a LIPA metered account or a submeter at the landfill? Desi 2. What is the voltage of the existing service? 3. Is the servioc pole privately owned or owned by LIPA? s 4. What is the pole number of tete service pole(if owned by LIPA)or the closest LIPA owned pole? LA 4Pte- art a le , _z xp-o' S. What are the electrical service requirements for the siren(amps,voltage,number of phases)? ---/ S ----- 6. Confirm that upon fire alarm,the signal to operate the siren originates from the Bell Atla tic telephone CuV 0440 service to the siren. J��S ;g�� or rI ► )iak$ 7. Are there catalog cuts or specifications available of the siren? If so please rovide them._ s�'ll e41QGK I�h p 8. - What is the height at which the siren is mounted? - �p � Q / e 1/ 9. Confirm that the new well will be controlled manually(on-off switch)at the well;for continuous operation. _ �.d - --- — _ — _ ------ ---- 10. Will lighting be required at the new well locaFiI o f so,how should the lighting be controlled 11U AV r�/1 J (manual on-off or automatically with photocell)? O!,(J C �' 0 ) oPU ► u It. Confirm that the siren will have its own dedicated LIPA �meter. What entity will be billed fors th service'?_ r IA 4 F e _ `r e, A / 5 r'1'i C � —� 12. Confirm that the well will have its own dedicated LIPA meter. What entity will be billed for this service?���. ---- rt A)1C-&26-99 10 : 32 FROM • 1 D- S 163475 PACE 1/2 PRIV1.EGED AND CONFIDENTIALITY NOTICE The information in this fax is Intended for the named recipients only. It may contain`privilOoed and confidential matter.' If yoU have received tills fax in error, please Iry i rka notify us Immediately by a collect telephone call to(5'16) c1rid 364-9090 and return the original to the sender my mail, We will reimburse you,for postage. Do not disclose the Barth...., contents to anyone. Thank-you. d[bCONSULTIENGINEERS 330 Crossways Park Drive,Woodbury, Now York, 11797-2015 516.364-9890• Fax:516-364.9045 D&B FAX NO: (516) 364 . 9045 DATE: 8/26199 COMPANY NAME: Town of Southold ATTENTION: Jim Bunchuck FAX NO.: 734-7976 FROM: Curt Velsor SUBJECT: Electrical design for Water Supply JOS#; 1314-I=2 .Well and Siren Relocation NO, OF PAGES: 2 (including cover sheet) MESSAGE: Jim, Following is a list of questions we need answered to complete the specs for the electrical design of the water supply well and siren relocation, We,are trying to wrap things up tomorrow so please let nae know when I.= get your input, 1.realize that some of the information may take some time to get, so send me what ever you can and lets discuss the rest. Thw*sl Curt THANK YOU: A DIVISION OF WILLIAM F.COSUI-ICH ASSOCIATES,P.G. � G JAMES BUNCHUCK y� P.O. Box 962 SOLID WASTE COORDINATOR H Z Cutchogue,New York 11935 •r S Tel:(516)734-7685 Fax: (516)734-7976 SOUTHOLD TOWN July 2, 1999 SOLID WASTE DISTRICT Mr. Curtis F. Velsor RLA Dvirka and Bartilucci Consulting Engineers 330 Crossways Park Drive Woodbury,NY 11797 Dear Mr. Velsor: I trust you are in possession of the materials I faxed to you yesterday re:the fire well on the west side of the landfill property. I have since been in touch with Bob Kull of the Cutchogue Fire Department regarding relocation of the well and siren. The Fire Department has no particular preference on where they should be placed. I suggested the well cq uld be moved to an area just to the southwest of the scales inside our fence line, as you/and 1 had discussed earlier. He felt that would be a good location. I also suggested, and he agreed,that if a well were dug there it would be a good idea to install a gate in the fence west of the scales to allow easy access to the well from the community adjacent to our property line for fire-fighting purposes, This should be incorporated into the specifications you are currently working on. As for the siren,the Fire Department would like to see that placed as near to its current location as possible. I suggested it could go near the property line with McBride to the west of where it is now. Bob felt that would be a good spot. I told him we would proceed on this basis and get back to him if there are any problems with approvals, etc. Please let me know if the foregoing will work for you. Sincerely, James Bunchuck cc: Town Board Members Bob Kull, Cutchogue Fire Department Tom Maher,Dvirka&Bartilucci Dave Glass,Dvirka&Bartilucci �r72.�L`�?fit • fr��g11Ff0(�c • ►r�r►Jrs I�urJrhuck ��� P.O. 13ox 982 !�nlfrf WOO@ Cooirfitinfor Culchogiin, Ne*Yotk 11935 TAI.: (518) 734-7895 r-ax: (518) 134-7978 i �j►Ol � �O SOUTFIOLD TOWN SOLID WASTE DISTRICT SOUTHOLD TOWN 801-ID WA8TN DISTRICT FAX TRANSMITTAL Number of pages including this sheet DATR 7 TO c+ &'2� FAXs1i_ FROM � Np�f381�GP:� �•��/as�� /s �o�� �� /-e '�� use I/ le tj Ca Ce /r� � / 'lCdr��1C��r� /✓i � '��CS r Gtl��✓/l�1ili �i cr-�c� - 2,e vim[e kOGLc9 /u rl gP_nz For verification or questions please call 516-134-7685 . TA5,;.II-I f lJ•�k+� (Iti 1J.J�4l l•! t � ►_N. ,- t Vo1 0o•-�.w- rl .07/01/1999 14: 46 FOKREIGER WELL R. FUME CORP. T*47976 P.01 n KREIGER WELL & PUMP CORP 7055 MAIN RD - P.O. BOX 1.01, MA.7"Tam& NEW YORK 11952 51D 2984141 FAX: 216) 298-4426 FAX TRANSMITTAL SHEET DATES JULY 1,. 1999 TO: Company Name: SOUTHOLD TOWN LAND FILL Attention,' JIM BUNCHICK Fax Number. 734-7976 Total # of pages including coven sheet F.RC111rf.: Name. ALLISON STARZEE If there is any problem regarding the transmittal of this material, please calf ALLISON at(516) 298-4141 COMMI,NTS: �jag WELL NAs 4MQTALLDD Olt JUND 148 1968. IT WAS A 19" WiML DRIVEN -TOA DEPTH QIP 94'1". STATIC WATER LEVEL (FIRST WATER) 4176", PACKER DEPTH 75'5", U.$.gREEN ISA COOK SCREEN, 8" X 15' WITH A SLOT SIZE OF .20. TO FO1.1,QW WILL BE THE WRITTEN INVOICE .OF THE PUMP REPLACEMENT. INSTALLED ON APRIL 2, 1986. THIS IS ALL THE INFORMATION I COULD FIND ON THIS WELL, IF YOU HAVE ANY FURTHER QUESTIONS PLEASE GIVE US A CALL. THANK YOU'. _ , r /N LJ • I - i. I ,r • r s t � �• i / ♦ • f • 0 . o.AguFF04 � G JAMES BUNCHUCK �� P.O. Box 962 SOLID WASTE COORDINATOR y Z Cutchogue,New York 11935 W Tel:(516)734-7685 �A �a � Fax:(516)734-7976 SOUTHOLD TOWN SOLID WASTE DISTRICT FAX TRANSMITTAL Number of pages including this sheet: DATE: a 9 N -q9 TO: C r,� r FAX#: FROM: -,I 'JALA Le LA MESSAGE: -L l�ne cJ Tl� Ed chcc 6/at- zws itoe C u4 P oc.,1d For verification or questions please call 516-734-7685. i � !t �.►�t _ sS• I po T WT Cal ca, r ' r IS, It :.I-ie 7YFp Sjr 1 ' fig i m e - , z ED c lux, Az cn co BMW. cn M i t, !� ,. '_ '� •. , � _ , ...:.,'rte ��i _ . .;...rte... , m t � _ v �! - - ' - - •r.a`..r�.-a�w►.mow: � - 't i L w�ra M moi, V �r . goomm UAWiL ClOwll� iOPO WAW Np UUM VVft ZS 2 N + r Il cms- r ♦• as •9 lb- ,Somali. �r !�_ .w�1• l 1. L�s iwy _ t r..w..a as Ul @Now i m 1 Ill 1 Won a- _ ._ate•- .�: .._ _ ,; _ /-- taste`• � ._♦{ - /.• ..�aw� 1 - _ - �i.aa♦s0`.4 0.P.%.asr t 11111 Per 11 oil I E Inv -. - ; •.>" •:j /` -, ""'R,,,,r,►.- ``. .. SSSS --•_ •.- P.O. Box 962 JAMES BUNCTIUCK o Cutrbogae, New York 1101!-, SOLID WASTE COORDINATOR us ae TO: (516) 734-768, �,l, • �'� Fnx: (516) 734-7476 SOUTHO1,11) TOWN soui) WASTE i)ISTitivi, May 14, 1999 Robert Kull P - 3 � /g© Commissioner, Cutchogue Fire District -� P,O. Box 930 New Suffolk Ave. Cutchogue, NY 1935 Dear Mr. Kull: 1 am writing concerning the fire well and siren at the Cutchogue Landfill and how they will be affected by activities related to the landfill capping. The well will need to be abandoned and the siren removed before the cap can be placed. Their relocation on the property depends on the amount and location of available land outside the limits of the cap, although our engineers say both can most likely be accommodated. The timing on removing them is un81Viould need fall and early winter. however, the time toplan for these changes s now, while overall pians specifications for the capping project are being developed. I will call you in the near future to begin this process. i just want to make sure that any technical issues related to the well and siren are addressed along with the priorities of the Fire District in relocating them. Of course, I would also be happy to meet with you or other District officials to go over these matters. It is likely, in fact,that a follow-up meeting with the engineers would be necessary to make sure any plans are properly drawn up. Please feel free to call me if you have any questions. Otherwise, I will be in touch with you shortly. Sincerely, v�1-4•' ,J1. 1 , . James Bunchuck cc: Supervisor Cochran Tom Maher, Dvirka & Bartilucci %tf F01 O � JAMES BUNCHUCK .� P.O. Box 962 SOLID WASTE COORDINATOR y 2 Cutchogue,New York 11935 p • Tel: (516) 734-7685 Fax: (516) 734-7976 dol goo SOUTHOLD TOWN SOLID WASTE DISTRICT October 19, 1998 MEMORANDUM TO: Tom Rohan, Aerographics FROM: &m Bunchuck SUBJ: Enlargement of Aerial Photo Attached is a cropped photo of the landfill and some surrounding properties. I'd like to have this(everything inside the tape)blown up for use in a presentation to the Town Board. I'm not sure of the size, but John Wickenhauser said it could be something like 40" x 40". In any case, I'll be putting it up on an easel and showing it to 8 or 10 people in the board room. Also, I'd like to have it laminated and mounted. I'm hoping you have this early enough to have the photo back to me by this Friday?? Let me know. I've enclosed a purchase order for this. When you know the cost, please give me a call so I can get the PO processed on my end. Thanks for your time! low 4 s � 5 Alw ire • _ � t'�'— _���' _ J1 t Jll CD 1 a PURCHASE ORDER No.: SR--)J-2628 SOUTHOLD TOWN SOLID WASTE MANAGEMENT DISTRICT P.O. Box 962,Cutchogue, NY 11935-0962 (516) 7347665 DATE TO OS (c �'�n� lLc Lt ADDRESS [MW-ECT Piesse enter our order for the following hems: Quantity Description Unit Price Amount i } SPECIAL INSTRUCTIONS: e Bin to the above address e Tax exempt*Al 63554 e Purchase order number must appear on Invoice,acknowledgement and packages ORDERED BY: APPROVED: mea VENDOR COPY AeroGraphics Corp. Packing Slip 1575 Smithtown AvendO Invoice Number: P.O. Box #248 52749 Bohemia, NY 11716-0248 October 9, 1998 Sold To: Ship to: Town of Southold Solid Waste District County Rd 48 & Zacks Lane Cutchogue, NY 11935 Voice: 516 589-6045 Fax: 516 589-6047 Customer ID Customer PO Payment Terms i Southold James Bunchuck Net 30 Days Sales Rep ID Shipping Method I Ship Date Due Date � Wickenhauser UPS Ground 10/9/98 11/8/98 Order Qty Item Description Shipped Prior This Shipment To obtain new B&W/Color aerial photography of Southold area, consisting of 1/1 line with 3/1 exposures @ 1'=400'/600'. (WO#2038-.IOB#89089F) 2 each 9x9 and 1 each film diaositive. I (Shipped to Geomaps) 2 each Color 9x9 of exposure#V98-36. Shipping/handling charges. I I ; Thank you! FEB 'Lll 1[l:«;HI1 D.il..�f, TiA Ihl NF=il_L 51 7r, . 10 2? F., Yakabooki, Greg From: Greg Yakaboski (townattorney@southold.org) Sent: Monday, February 26, 2001 10:36 AM To: 'landfill@southold.org' Subject: church questions re: landfill Jim, When you have a chance please call today re: the Church. Rev. Fulford has many questions re: the ingress/egress of the work trucks, what will be happening near the church; what will or won't be happening on Sunday's or in the evenings when services are held, etc. I thought a meeting between you, Tom and the Rev. would be very helpful it would be wise to keep him fully informed and educate him as much as possible on the overall landfill closure plan and the implementation of that plan because I think that he is fielding a lot of questions from his congregation. The Rev, called this morning and I told him that either you or I would call him back in a couple of days. I'm copying this to Jean so that she is aware of any issues re: the capping. Please give a call ; Thanks, Greg (0� cc: Supervisor Cochran 1-117A va L I PA Long Island Power Authority �t�& Mrd January 28, 2000 James Bunchuck Town of Southold PO Box 962 Cutchogue, NY 11935 RE: LIPA Ref. #99263-040 Route 27A, Cutchogue Dear Mr. Bunchuck: This letter is to advise you that the electric service to the above referenced premises was removed on January 24, 2000 . If you have any questions, please contact Mr. Robert Delaney at 548-7043 . Very truly yours, .M.ichael pan _ .ZZ_ Design Engineer Electric Design & Construction MR/djp OCT 88 199 11. 3WIl SOUTH* T01J11 HRLL 515 788 1823 � P. 1 JEAN W, COC,HRAN p�psUff ��'c� Supervisor GREGORY F.YARABOlSRI TOWrl ATTORNEY Town Hall, 58095 Main Road P.O. Ban 1179 Southold, Now York 11971 Telephone(516) 765-1889 Fax (516) 765.1523 OFFICE OF THE 'TOWN ATTORNEY TOWN OF SOUTHOLD To; Jim Bunchuk From: Gregory F. Yakaboski, Esq, Mary C. Wilson, Esq. Date: October 8, 1999 Re: Sand Mining Permit Jim, Attached is a copy of a memo sent to my office from the Town Clerk. The Town Clerk has updated this memo with a note at the bottom dated October 7, 1999. First, in the future, when you believe resolutions are necessary which might, involve this department please advise our office directly, Advance notice is necessary as our workdays are&ULaccounted for many days in advance. We understand that emergencies arise, however, dealing with unnecessary"fires" and fluctuating due dates is frustrating. Please also include actual"due dates" so that we can plan our projects accordingly. As we are constantly working on many high priority issues, projects delivered to our office after the Wednesday preceding a Town Board meeting might have to wait until the following Town Board meeting(unless, of course,the Board makes that particular project our new priority). This might be the case in any event depending on the size and complexity of the project and whether or not all the necessary preliminary work has been completed, Second, with respect to the sand mining permit issue I have not heard from you since the last Town Hoard meeting, I have informed Betty of same. I expect that you are fully handling this project. Thank r" l g JAMES BUNCHUCK � y�7 P.O.Box 962 SOLID WASTE COORDINATOR Cutchogue, New York 11936-0962 " Tel: (631) 734-7665 .f. Fax: (631) 734-7976 SOUTHOLD TOWN SOLID WASTE DISTRICT Sent via FAX October 18,2000 MEMORANDUM TO: Dave Glass FROM: Bunchuck SUBJECT: Test Pits in Re-Charge Basin#4 Attached is a marked-up copy of the re-charge basin#4 grading plan, showing locations of 10 pits dug to determine the limits of waste there. Below is a description of what was found in each pit: Test Pi # Description 1 Waste to 3-4 ft. 2 Waste to 2-3 ft. 3 Waste to 3-5 ft. 4 Waste to 5-6 ft. 5 Little or no waste 6 Waste to 4 ft. 7 Some waste 2-3 ft—mostly scattered plastic debris 8 Waste to 2-3 ft—then standing water 9 Light waste to 2-3 ft 10 Light waste to 2-3 ft Most of the waste appears to be plastic containers and bags, along with some kitchen garbage. Please let me know if you need more information regarding the basin. ` - ► ` I bm MAW RN MR ..•• a �, ", \ - `�-. � ���\! , rpt• �� 111 t �� •.ti � ♦T, ��<'�' �1 t111 '1,11►:�-.:. � ALI o�o$oFFot�-�o JAMES BUNCHUCK P.O. Box 962 SOLID WASTE COORDINATOR y Z Cutchogue,New York 11935-0962 �y� • �� Tel: (631) 734-7685 Fax: (631) 734-7976 SOUTHOLD TOWN SOLID WASTE DISTRICT April 4, 2000 MEMORANDUM TO: Town Board Members FROM: Aln Bunchuck SUBJECT: Topsoil For Landfill Cap As requested, I have been researching the suitability of using topsoil from the site of the Laurel Links golf course for the landfill cap. Like other elements of the cap,the topsoil layer must meet specific DEC requirements or be exempted from them via a DEC variance. The requirements include testing at an approved lab of multiple samples of the soil for contaminants and other characteristics, performing grain size analyses, and adhering to various handling and reporting procedures. As was the case when we purchased the gas venting sand from Terry Contracting, an initial test would likely be performed to confirm the suitability of the soil for the capping project. The Board may wish to have some soil samples tested before determining whether to go to bid for the soil. The soil tests can typically cost as much as$1,100 each. I have a copy of the requirements should you care to review them. I , 4At: : a_ %lk 1 d' ON& Ao ;t AIL- r x r - ,l 5 r i v S, a.� t s � M1 A!1 w t �u • i e t a a c Y q a ^ r" a_ d . 4 t a v t � 2 5 e ,ws d � g k AIN c. M .. sS ` zi 1 �e Z147 m ow� w =� i, 7 . Vt f +w, x k i�u AL 4 . 4 AIO.. 1; f 400, a r a l i 4 ra x P c l x. » l s � T P s qqwr OL ' r t , u , 4 c v � r ro � ,y. A Of ' ". ` s 'ilgi' 1►� a } , t i 11►. s � S K }f w c .. r Air . 4 e - M 4PP" lop * r Jio 11 42 h'A +s , .. i Or i f 'r u I ` i y ,e _ n - u •R , a t s r : k t - . r d• 4: t l�y Q'kl 5' 9 b b.ar �y ,r a a y ' r +7• g S� r ��gUFFO(,�c ��o KGs JAMES BUNCHUCK P.O. Sox 962 SOLID WASTE COORDINATOR H : Cut.chogue, New York 11935 Tel: (516) 734-768.5 �►�l � dao Fex: (516) 734-7976 SOUTHOLD TOWN September 8, 1999 SOLID WASTE DISTRICT MEMORANDUM TO: John Sepenoski FROM: Am Bunchuck SUBJECT: Computer Equipment For Capping Contractor Attached are the computer hardware specifications suggested by Dvirka&Bartilucci (our engineers)for use by the contractor who will be constructing the landfill cap starting sometime next year. These specifications are standard for offices of this type, however if we have any particular preferences in machines or software, now would be the time to voice them. Please review this information and let me know if you have any suggestions so I can forward them onto D&B. Thanks. AUC-2S- 99 16 , 16 FROM0 IV10,649675 PAGF 1i7 PRIVL EGF-D AND COiJFIDENTIALITY NOTICE The Information in this fax is intended for the named recipients only. li may contain privileged end donfidehtigi 11Vp�„k� matter. If you have received thls fax in erroir, please LJ 1 notify tis Immediate) b a collect tele hone call td VO v. y P t , .. ) and 364-9890 and refurn they original to the sender my moil. 0na �� ��� We Will telmhurse�you for post6go, Do net disclosb the u conte to anyone. Tha 0u.. CONS L.TINC3 ENOIN17.17119 330 Crossways Park Drive,Woodbury,New York, 11797-2015 516-364.9890- Fax: 516-384-9045 D&S FAX NO: (M) 364 - 9045 DATE: 8/25/99 COMPANY NAME; Town of Southold ATTENTION: Jim Dunchuck FAX NO.: 734-7976_------------- FROM: Curt Veh5or SUBJECT: Construction Trailer computer _ JOB#: 1314-F2_ NO. OF PAGES: 3 _ (including cover sheet) MESSAGE: Jim, Following is a page of our spec as we discussed, Typically we require that the computer equipment be turned over to the 01A ner after the project, so if there is something on the list you don't like plefise let me know. If a client (Owner)rases Word Perfect and.they want the, equipment at the end of the job then.we would specify that;if not then we would specify MS Wotd,beense D&B software is?MS Word not Word Perfect. Pleese let me know what your preference is. D&B can convert from Word Perfect to Word if we need to Thanksl Curt THANK YOU: A DIVISION OF WILLIAM F.COSULICH ASSOCIATES,P.C. 16 • 16 FR014• 0 I D 51 SS 75 t'ACE 7/2 ,i t . Portable two-way radio for maintaining constant communication with the Contractor U. One IBM (n�stbsti on) Pentium II/3004/or greater megahertz computer equipped with 32x CD drive, n 0=meg internal zip drive with r 10-pack of media and one 3 1/2-inch floppy 1ye 4,1 disk drives, a 6 . 4 gigabyte hard drive with minimurn 64 meg RAM, one 11-Inch super, vG 4- �� jW#( ) Vv monitor with 1024x768 resolution, one 56 ' baud modem, and . one HP Laser Jet q0r. printer, The computer shall be ec�uipp!!d' #�wi� GVindowgOVA h8. ,. dr ab�tee v+er��sion. Lotus 1 2-3 M lle�niumor 3.t�te§� vers�.on and AutoCAb Map 3 .0 i ldludihjI. AutoCAD Release 14 . The c7�` 100 computer shall be equipped with a surge protector and all necessary cables . The computer and all, its accessories shall become the property of the Owner upon completion of y the project . All licenses and warranties ,• shall be in the name of the Owner . The •,,� computer, peripherals, accessories and WK'S appurtenances shall be "Y2K" (Year 2000) Pre F� y compliant . 3 . The Contractor shall maintain service contracts and pay all costs for service, repair and parts for the duration of the project, for the following VW& above furnished items. ' a . Duplicating machine h. Facsimile machine C . Computer and accessories 4 . The Contractor shall supply and replenish as necessary, all expendables for the duration of the project , for the following above furnished items : a. Duplicating machine toner, paper, ntc . b. Facsimile machine paper, etc . \....,. +Qi4eA,0 GA 4 r r(r C , First Grid supplies d. Drinking water and disposable cups Q . computer paper, cartridges, etc . tkrD 14� •1,314. A0I199 (^.:1) 1 . 8-4 x , SA q,x. Ay - , to �u lilU +Ifs ' i� f1 r = - .. , j mow Iwo v n � � A allow WANft : v � ! - \ RECHARGE BASIN NO.4 \ N RECHARGEBAS NO.3 \ _ _ HIGH BOT7 QM'CR , , t - r , • t co en fr r '1 cl, D4 _ WASTE TO BE REMOVED ANE) REPLACED WIITH © %ps CLEAN SOIL v �VK \ // 9 t , pDrSri r \ _ - - _ - .. - A j - �- ,r,9•\ \ - - �� _ A q.h - \ j ,� ►���� FE - - - t , l \ , IF 1 l f \ : { .i• Tim �rtmu[tunurluuurrlmulri�unllut lmtuu � lullu�nurrrrtrmnur� F 1 F' { -Y 1• j J • s•�E `,i; _ _ _ - ' r I - -- .fir"" - _ co r , I LIMIT OF CAP ,r { - _ - LIMIT OF WASTE D5} r< e _ . A CULVERT"TO BASIN N0.3� PIPE _ NN (ONE 18 ) � CULVERT TO BASIN NO.3 (TWO 18"o PIPES) — _ � `�� :,, \ /: �� / 1�►i�j ! Irl! Ir . I _ s� `�• v ,- •v: _ � y 1 _- �`� __ _ r a nl r! rrtllrr! unuuuratrri I't i�uriii�uuuluuruuurilrrruirur! ;�% y- :==� t .i - \ _--- ,� y1 urltr t ! ulv, {CULVERTPIPES TO BASIN 0.1 /i///� 60 � / -- -- \ — (TWO 18"0 PIPES) WE 58 y r CULVERT PIPE TG' BASIN N01 �k. V 56 (ONE 18"O PIpES) \ DI 54 S !CLING BASIN l4,' LIMIT OF WASTE \ — t7 D 2 V '- !� - - - -------- -- --- ----- _-— - - --- -- _ --_-- - ! CUL RT TO BASIN N0.1 \i 8"� PIPES FROM STILLINGTWO BASIN, ONE PIPE AT INVERT EL.30).0' AND ONE PIPE AT INVERT EL.37.5") LIMIT OF CAP = .0 u!tlitlrrglllltilllll� ---------___- 45.0= � t_ , 'ice - _ � / •' - _. ,\\`\ \ J \\ RECHARGE BASIN N0.2 Wlj�j 111 .50) maw s' WASTE TO BE REMOVED RECHAR AND REPLACED WIITH E BASIN NO).�` = 5� _ _ \ / = CLEAN SOIL ' - - -�- , . : ,,,, - - _ ND LEG CULVERT TO BASIN NO.2 110 011111111181 (ONE 18"0 PIPE)LIMITS OF", AREA --___- fj• 42.0Et A AREA DESIGNATION - CONTRIBUTING _ �� _ - '-- - -- —_ - Dl 18"o CORRUGATED HDPE CULVERT PIPE '- j\ f — — i \ APPROXIMATE LIMITS OF N rr 11111-'II - GEOCOMPOSITE DRAINAGE LAYER \ \a$ — rutulll u�jInmanr = ' %l 0 60' 120' 180 HF Nli _ !rill! / \ \ �ri SCALE: 1 "=60' PROJEC? NO DRAWING NO ✓' >ra UNAUTHORIZED ALTERATION OR ADDITION TO THIS DOCUMENT IS A VIOLA TOWNV OF SOUTHOLD TION of SUFFOLK COUNTY, NEW YORK 1314 I SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. DATE: - O DRAINAGE P LAN DECEMBER1998 PRGJEC? ENGINEER +rAWN BY: SOUTHOLD LANDFILL FINAL CLOSURE PLAN DVIRKA AND BARTILUCCI - 1"= 60' DESIGNED BY. c:�irCKE.c.) BY: CONSULTING ENGINEERS A DIVISION OF WILLIAM F. COSULICH ASSOCIATES, P.C.