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Home My WebLink About02/2002Mirka C. and- 0 D Sartilucci CONSULTING ENGINEERS 330 Crossways Park Drive, Woodbury, New York, 11797-2015 516-364-9890 ■ 718460-3634 ■ Fax:516-364-9045 e-mail: db-eng@worldnet.att.net Principals Nicholas J. Bartilucci, P.E. President Henry J. Chlupsa, P.E. Executive We President Thomas F. Maher, P.E. Vice President Robert T. Bums, P.E. Vice President Richard M. Walka V, a President Steven A. Fangmann, P.E. tragi President Senior Associates' Anthony O. Conetta, RE. Dennis F. Koehler, P.E. Joseph H. Marturano Kenneth J. Pritchard, P.E. Theodore S. Pytlar, Jr. Brian M. Veith, P.E. Associates Garrett M. Byrnes, P.E. Rudolph F Cannavale Joseph A. Fioraliso, P.E. David S. Glass, P.E. Gerald Gould, CPG William D. Merklin, RE. Michael Neuberger, P.E. Richard P. Russell, P.E. Charles J. Wachsmuth, P.E. Kenneth P. Wenz, Jr., CPG February 26, 2002 Timothy J. Howell Terry Contracting & Materials, Inc. 840 West Main Street Riverhead, NY 11901 Re: Southold Landfill Closure Revised Grading Plan — Eastern Landfill D&B No. 1314 Dear Mr. Howell: In response to your letter dated February 25, 2002, regarding the need for a revised grading plan for the eastern portion of the landfill, please refer to our letter of February 22, 2002. Very truly yours, Thomas F. Maher, P.E. Vice President TFM/FD(t)/ld,tam cc: J. Bunchuck I. Sikiric C. Morris M. Wright F. DeVita ♦ 1314\TFM02LTR-53.D0C(R01) A DIVISION OF WILLIAM F. COSULICH ASSOCIATES, P.C. d oD Principals Nicholas J. Bartilucci, P.E. Resident Henry J. Chlupsa, P.E. Executive Vice Resident Thomas F. Maher, P.E. Vice Resident Robert T Bums, P.E. Vicce.President Richard M. Walka Vice Resident Steven A. Fangmann, P.E. Vice Resident Dv i 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-eng@worldnet.att.net Mr. Robert G. Terry Terry Contracting & Materials, Inc. 840 West Main Street Riverhead, NY 11901 Re: Southold Landfill Closure D&B No. 1314 February 25, 2002 Senior Associates Anthony o. Conetta, P.E. Dear Mr. Terry: Dennis F. Koehler,.P.E. Joseph H. Marturano This letter is to approve the construction methods for of fill in the Kenneth J. Pritchard, P.E. placement area Theodore S. Pytlar, Jr. of former Recharge Basin #4 as described in the letter from Timothy Howell Brian M. Veith, F.E. dated February 21, 2002, with the following clarification. Associates With regard to the use of material for fill (Item 6), fill also shall include loam Garrett M. Byrnes, P.E. stripped off the top of the sand stockpile in the Borrow Pit and concrete rubble Rudolph F Cannavale removed from the existing gas migration control trenches. Joseph A. Fioraliso, P.E. David S. Glass, P.E. Gerald Gould, CPG William D. Medlin, RE. Michael Neuberger, P.E. Richard R Russell, P.E. Charles J. Wachsmuth, P.E. Kenneth R Wenz, Jr., CPG Ve truly your Thomas F. Maher, P.E. Vice President TFM//tam cc: J. Bunchuck I. Sikiric C. Morris P. Sutherland M. Wright F. DeVita 01314/TFM02LTR.doc-51 A DIVISION OF WILLIAM F. COSULICH ASSOCIATES, P.C. Dvirka d! and 0 Bartilucci CONSULTING ENGINEERS Principals Nicholas J. Bartilucci, P.E. President Henry J. Chlupsa, P.E. Executive Vice President Thomas F. Maher, P.E. We President Robert T. Bums, P.E. We Resident Richard M. Walka VXe Resident Steven A. Fangmann, P.E. Ywe Resident Senior Associates Anthony O. Conetta, P.E. Dennis F Koehler, P.E. Joseph H. Marturano Kenneth J. Pritchard, P.E. Theodore S. Pytlar, Jr. Brian M. Veith, P.E. 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 February 22, 2002 Timothy J. Howell Terry Contracting & Materials, Inc. 840 West Main Street Riverhead, NY 11901 Re: Southold Landfill Closure Revised Grading Plan — Eastern Landfill D&B No. 1314 Dear Mr. Howell: Associates In response to your letter dated February 13, 2002, as discussed on numerous Garrett M. Byrnes, P.E. occasions, a revised grading plan cannot be prepared until the Town of Southold Rudolph F. Cannavale makes a decision regarding the driving range, which according to the Town is Joseph A. Fioraliso, P.E. anticipated to occur within the next few weeks. David S. Glass, P.E. Gerald Gould, CPG William D. Merklin, RE. Michael Neuberger, P.E. Richard P. Russell, P.E. Charles J. Wachsmuth, P. E. Kenneth P. Wenz, Jr., CPG Please do not hesitate to contact me at (516) 364-9890 if you have any questions. Very truly yours, Thomas F. Maher, P.E. Vice President TFM/cmc cc: J. Bunchuck I. Sikiric M. Wright F. DeVita J. Romanelli ♦ 1314\TFM02LTR-50.DOC(R01) A DIVISION OF WILLIAM F. COSULICH ASSOCIATES, P.C. Dvirka and 0 6artilucci 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 Principals February 13., 2002 Nicholas J. Bartilucci. P.E. Resident Henry J. Chlupsa, RE Executive Vice President Thomas F. Maher, P.E. James Bunchuck Vice President Solid Waste Coordinator RobertT Burns, P.E. D&B No. 1314 Vice President Town of Southold Richard M. Mika Vice President 5 3095 Main Road StevenA. Fangmann, P. E. Southold, NY 11971 Vice President Senior Associates . Re: Southold Landfill Closure Anthony o. Conetta, P.E. D&B No. 1314 Dennis F. Koehler, P.E. Joseph H. Marturano Dear Mr. Bunchuck: Kenneth J. Pritchard, P.E. Theodore S. Pytlar, Jr. Brian M. Veith, P.E. Provided below is a description of the scope of work and cost to design a new surface and subsurface drainage system along the southeastern and eastern side of Associates the landfill as requested by the Town. This new drainage system will provide Garrett M. Byrnes, P. E. additional storage/parking area on the eastern side of the Collection Center and Rudolph F. Cannavale improve planned egress from the Collection Center to Cox Lane. This drainage Joseph A. Fioraliso, P.E. system will reroute drainage from the southeastern portion of the landfill and David S. Glass, P.E. eastern area of the Collection Center to the northeastern recharge basin. Gerald Gould, CPG William D. Merklin, P.E. The scope of work includes the following: Michael Neuberger, P.E. Richard R Russell, P.E. Charles J. Wachsmuth, P.E. 1. Development of a fill and grading plan to fill former Recharge Basin Kenneth P. Wenz, Jr., CPG No. 4 and fill quantity estimate; 2. Development of a drainage and grading plan, including swale and catch basin design, to direct storm water runoff from the southeastern area of the landfill to collection points; 3. Design of a manhole and piping system to convey runoff from the collection points to Recharge Basin No. 3; 4. Preparation of a cost estimate for construction of the new drainage system. A DIVISION OF WILLIAM F. COSULICH ASSOCIATES, P.C. Dvirka and Bartilucci CONSULTING ENGINEERS James Bunchuck Page Two Solid Waste Coordinator Town of Southold February 13, 2002 5. Preliminary redesign of Recharge Basin No. 3 to accommodate additional runoff from the southeastern area of the landfill to the northeastern area of the landfill; 6. Preparation of detailed design drawings for construction of the drainage system; 7. Discussions with Terry Contracting & Materials regarding design and cost for construction of the new drainage system; and 8. Discussion with and submittal of design changes to NYSDEC for approval. The budget for this work is the following: Title Hours Hourly Rate Salary Cost Principal 16 $58.00 $ 928 Senior Design Engineer 60 40.00 2,400 Design Engineer 84 20.20 1,697 Drafter/CARD Operator 80 20.20 1,616 $ 6,641 Overhead and Profit 12,286 Total $18,927 If you have any questions with regard to this letter or require additional information, please do not hesitate to call me. Vertruly yours Thomas F. Maher, P.E. Vice President TFM/tam 01314\TFM02LTR-22.DOC(R02) 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 A DIVISION OF WILLIAM F. COSULICH ASSOCIATES, P.C. February 11, 2002 Principals Nicholas J. Bartilucci, P.E. - President , Henry J. Chlupsa, P.E. Mr. Robert G. Terry ` ExecuB%e Vice President Thomas'F. Maher, P,E. Terry Contracting & Materials, Inc. Vice President 840 West Main Street Robert T Burns, P.E. Vice President Riverhead, NY 11901 ` Richard M. Walka Nice President Steven Fangmann, P.E. Re: Southold Landfill Closure - Vice President Submittals 35,36 and 37 Senior Associates D&B No. 1314 Anthony O. Conetta, P.E. Dennis F. Koehler, P.E. Dear Mr. Terry: Joseph H. Marturano Kenneth J. Pritchard, P.E. We have Submittals 35, 36 and 37 - Gas Monitoring Well, Groundwater Theodore S. Pytlar, Jr. P.E. .received Monitoring Well and Existing Nonpotable Water Supply Well Abandonment Brian M. Veith, Methods.,'., -Although the NYSDEC at our progress meeting appeared to give Associates conceptual approval to your requested change in the method of abandonment, we Garrett M. Byrnes, P.E. cannot review 'ihe submittals until you have received written approval from the Rudolph F. Cannavale Department. Once you have received written approval, provide the documentation JosephA. Fioraliso, P.E.. to our office with a revised submittal package. David S. Glass, P.E. Gerald D MerCPGP.E. The submittal has been stamped "revise and resubmit. " 'Please do not hesitate to contact me at (516) 364-9890 if you have any questions. Michael Neuberger, P.E. Richard P Russell, P.E. Very truly yours, Charles J. Wachsmuth, P.E. Kenneth R Wenz, Jr., CPG Thomas F. Maher, P.E. Vice President A DIVISION OF WILLIAM F. COSULICH ASSOCIATES, P.C. Dv i rka Dand 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 February 11, 2002 Principals Nicholas J. Bartilucci. P.E. Dear Mr. Terry: President Henry J. Chlups P.E. Mr. Robert G. Terry Executive Vice President and February 7, 2002,, regarding cost reduction to sew rather than heat seam the Thomas F. Maher. P.E. /-� Terry Contracting & Materials, Inc. Vide President 840 West Main Street Robert T. Burns, P.E. However;. it should, be noted that, in the future, Chenango Contracting should not Vice. President Riverhead, NY 11.901 Richard M. Walka request through Contracting and Materials to us and our approval. As you Vice President .Terry are aware, Terry Contracting .and Materials is responsible for the actions of their Steven A. Fangmann, P.E. Re: Southold Landfill Closure Vice President D&B No. 1314 Senior Associates Anthony O, Conetta, P.E. Dear Mr. Terry: Dennis F. Koehler, P.E. Joseph H. Marturano We have reviewed the letters from Chenango Contracting, Inc., dated January 23 Kenneth J. Pritchard, P.E. and February 7, 2002,, regarding cost reduction to sew rather than heat seam the Theodore S. Pytlar, Jr. Brian M. Veith, P.E. edges of the geocomposite. - The nominal amount of savings and technical explanation for not offering a credit for the change appears satisfactory. Associates . However;. it should, be noted that, in the future, Chenango Contracting should not Garrett.M. Byrnes, RE, assume ,=deviations from the specifications without submittal of a formal Rudolph F: Cannavele request through Contracting and Materials to us and our approval. As you Joseph A. Fioraliso, P.E. .Terry are aware, Terry Contracting .and Materials is responsible for the actions of their David S. Glass, P.E. subcontractors and, therefore, assumes the liability for the work of their Gerald Gould, CPG subcontractors not performed in accordance with the contract documents. William D. Merklih, P.E. Michael Neuberger, P:E, If you have any questions, please call me. Richard P. Russell, P.E. Charles J. Wachsmuth, P.E. Kenneth P. Wenz, Jr., CPG Verytruly yours, Thomas F. Maher, P.E. Vice President TFM//tam cc: J. Bunchuck I„ Sikiric C 1VIo'rrls P. Sutherland _ t71314/TFM02LTR.doc-42 ` ^ A DIVISION OF WILLIAM F. COSULICH ASSOCIATES, P.C. Dvi rka and 0 Bartilucci CONSULTING ENGINEERS 330 Crossways Park Drive, Woodbury, New York, 11797-2015 516-364-9800 - 718-460-3634 - Fax: 516-364-9045 e-mail: db-eng@worldnet.att.net Principals February 11, 2001 Nicholas J. Bartilucci. P E. President 1. Item 1: General Excavation and Shoring Henry Chluresi P. E. Mr. Robert G. Terry Ezecutrve Vice President euft The following should be added: F Maher. P E. Terry Contracting & Materials, Inc. iThomas Vice President 840 West Main Street Robert T. Burns, P.E. Vice President Riverhead, NY 11901 Richard M. Walka , We President Steven A.Fangmann, P.E. Vice President Re: Southold Landfill Closure , D&B No. 1314 Senior Associates Anthony O. Conetta. P.E. Dear Mr. Terry: Dennis F. Koehler. P.E. Joseph H. Marturano Kenneth J. Pritchard. P.E. We have reviewed the work plan for the pipe installation along the east side of the Theodore S. Pytlar, Jr. landfill provided in your letter dated February 7, 2002, which details primarily the Brian M. Veith, P.E. earthwork portion of the pipe installation activities. We note the following for each work plan item and some additional items: Associates Garrett M, Byrnes, P. E. 1. Item 1: General Excavation and Shoring Rudolph F. Cannevale Joseph A. Fioraliso, P.E. The following should be added: David S. Glass, P.E. Gould, CP Gerald Gould, CPG a. to be sloped to 2H:1 V, which clarifies 2:1 identified in William P.E. this his item' Michael Neuberger, P.E. Richard P. Russell. P.E. Charles J. Wachsmuth, P.E. b. The excavation will be to a depth of up to 22 feet and will average Kenneth P. Wenz, Jr., CPG about 12 feet in depth. c. All excavations to conform to OSHA regulations. d. Assumes 3H:1 V cut-back in northeast corner of landfill from existing grades prior to work. e. The maximum ground disturbance is estimated to be about 38 feet wide centered along the pipe alignment, where the excavation is about 19 feet deep. At a depth of 22 feet, the disturbance could be up to about 50 feet wide. There shall be no unnecessary disturbance to property lines, waste limits or other structures. A DIVISION OF WILLIAM F. COSULICH ASSOCIATES, P.C. Dvirka and Bartilucci CONSULTING ENGINEERS Mr. Robert G. Terry Page Two Terry Contracting & Materials, Inc. February 11, 2002 2. Item 2: Pipe Bedding Zone We note that the pipe zone compaction referred to as "good" shall be a minimum of 90% of the Maximum Dry Density (MDD) value per ASTM D 1557. 3. Item 3: Pipe Backfill Backfill above the pipe zone shall be relatively firm without excessive yielding as determined by the Engineer. No compaction specification is contemplated. Compaction will be monitored visually by the Engineer and must be reasonable based on using a bulldozer or excavator bucket for the compactive effort. The number of passes of the bulldozer or tamping cycles with the excavator will need to be determined in the field. The excavation will be slightly mounded to accommodate settlement. ' - 4:'' 'Additional Items: a. tandf l -gas monitoring will need to be performed in the excavation under conditions in compliance with OSHA regulations. b. Any clean concrete or other rubble encountered from the old gas control trenches shall be deposited at the base of the landfill borrow pit area as part of reclamation as directed by the Engineer. If you have any questions, please call me. TFM/tam cc: J. Bunchuck I. Sikiric _ C. Morris ' M: Wright P. Sutherland 0 1314[rFM02LTR'.doc-,*ko,iy ' Very truly yours, Thomas F. Maher, P.E. Vice President Dv i rka d oD 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 Principals Nicholas J. Banilucci, P.E. President Henry J. Chlupsa, P.E. Execueve Vice President Thomas F. Maher. P.E. Vick President RobertT Bums. P.E. Vice President Richard M. Walka Vice President Steven A. Fangmann, P.E. Vice President Senior Associates Anthony O. Conetta, P.E. Dennis F. Koehler. P.E. Joseph H. Marturano Kenneth J. Pritchard, P.E. Theodore S. Pytlar, Jr. Brian M. Veith, P.E. Associates Garrett M. Byrnes, RE Rudolph F. Cannavale Joseph A. Fioraliso, P.E. David S. Glass, P.E. Gerald Gould, CPG William D. Merklin, P.E. Michael Neuberger, P.E. Richard P. Russell, P.E. Charles J. Wachsmuth, P.E. Kenneth P. Wenz, Jr., CPG February 8, 2002 Mr. Robert G. Terry Terry Contracting & Materials, Inc. 840 Nest Main Street Riverhead, NY 11901 Re: Southold Landfill Closure D&B No. 1314 Dear Mr. Terry: This is in response to your letter dated February 5, 2002, regarding the need for a determination regarding direction to address waste beyond the design cap limits along the southeastern boundary of the landfill. As discussed at the progress meeting on February 7, 2002, since a number of stakes defining the design cap limits are missing, we require the stakes to be replaced to make a final determination to either remove waste or extend the cap. Please inform me when the stakes have been replaced. Very truly yours, l Thomas F. Maher, P.E. Vice President TFM/tam cc: J. Bunchuck I. Sikiric C. Morris 01314/rFM02LTR.doc-37 Principals Nicholas J. Bartilucci, P.E President Henry J Chlupsa, P.E. Execuaw Vice President Thomas F, Maher, P.E. Vice President Robert T. Bums. P.E. Vice President Richard M. Walka vice President Steven A. Fangmann, P.E.. Vice President Dvi rka and Bartilucci CONSULTING ENGINEERS 330 Crossways Park Drive, Woodbury, New York, 11'797-201.5 516-364-9890 - 718-460-3634 - Fax: 516-364-9045 e-mail: db-eng@worldnet.att.net February 8, 2002 Anthony J. Cava, P.E. Regional Solid and Hazardous Materials Engineer New York State Department of Environmental Conservation - Region 1 SUNY - Building 40 Stony Brook, NY 11790-2356 Senior Associates Re: Southold Landfill Closure Anthony o. Conetta. P.E. D&B 1314 Dennis F. Koehler, P.E. Joseph H. Marturano Kenneth J. Pritchard, P.E. Dear Mr. Cava: Theodore S. Pytlar, Jr. _Brian M. Veith, P.E. Please find enclosed final drawings for design of the new drainage system along the eastern boundary of the landfill. The design is similar to the drawings Associates previously submitted to you on January 25, 2002, except that an additional Garrett M. Byrnes, RE manhole has been added at the northern end of the drainage pipe to decrease flow �Y Rudolph F. Cannavale velocity before discharging to the recharge basin. The enclosures also include the Joseph A. Fioraliso, P.E. catch basin, manhole and head wall details, which were not included in the David S. Glass, P.E. original submittal. Gerald Gould, CPG William D. Merklin,'P.E. Michael Neuberger, P.E. Since we would like to begin construction of this drainage system as soon as Richard P. Russell, P.E. possible, your approval during the week of February 11, 2002, would be greatly Charles J. Wachsmuth, RE, appreciated. If you have any questions or require additional information, please Kenneth P. Wenz, Jr., CPG do not hesitate to call me. Very truly yours, 4X,� /_e—, Thomas F. Maher, P.E. Vice President TFM/tam cc: J. Bunchuck I. Sikiric M. Treers 01314/rFM02LTR.doc-38 A DIVISION OF WILLIAM F. COSULICH ASSOCIATES, P.C. 5 ..•►n 1n1 r 114 • /nni in .. • u. iii r O • /--. — --\ NOTES: 1. CONTOURS SHOWN ON DRAWING REPRESENT FINAL GRADES. 2. FINAL GRADING AROUND MANHOLE #5 AND MANHOLE #6 SHALL BE GRADED TO PROVIDE POSITIVE DRAINAGE TO EACH OF THESE STRUCTURES. -- - --- N0. DATE REVISION INT. UNAUTHORIZED ALTERATION OR ADDITION 1 2/1/02 ADDED MH#lA To THE DRAINAGE SYSTEM. F.D. TO THIS DOCUMENT IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. PROJECT ENGINEER: DRAWN BY- T.F.M. F.D. DESIGNED BY' CHECKED BY: B.H./F.D. B.H. O DVIRKA AND BARTILUCCI CONSULTING ENGINEERS A DIVISION OF WILLIAM F. COSULICH ASSOCIATES, P.C. TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK SOUTHOLD LANDFILL CLOSURE GENERAL CONSTRUCTION DRAINAGE PLAN (REVISED) ENLARGED PARTIAL PLAN EASTERN BOUNDARY PROJECT NO. 1314 DATE: FEBRUARY 2002 1. DRAWING NO. SWALE DRAIN 4"0 PVC SLOTTED PIPE 2'-0" 0 HEAVY DUTY CAST IRON FRAME AND COVER CAMPBELL FOUNDRY CO., TYPE C #1526, OR APPROVED EQUAL. PROVIDE (4) #6 T&B AROUND OPENING #5 0 6" oc EW T&B 10" _ . 1 5" —II V T__ i -I' • WELDED WIRE MESH Z O N v -) 12" TYP. �- AS = .18 SQ IN/LF 0 I I-- N :1 - TYP. ALL SECTIONS z_ F o �� LOCATION OF Li O _J II STEPS AS < ? DIRECTED BY W ,1 ENGINEER .I. _ 1 1/2- Cl. o - - BUTYL RUBBER JOINT SEAL TYP ALL JOINTS �- STEPS (TYP) -1 Z o0 I �. O -i iD wO I 7" V) 11- W 00 _ <130" Q -� m M 8„ #6 DOWELS x 4'-5" 0 12" oc RAD. it. Ar I rr�` , " �ta�r�'+� ti: y""� `► "'.";`t}r;°:r' T+'`:M"+r' #5 0 12" oc EW 12 COMPACTED SELECT FILL TYPICAL 6'-0" DIAMETER MANH0LE N.T.S. 0/./ O O O O G j 0 0 0 0 0 0 0 0 r, 0n 0r,0n0r,0r, .,0r,0 on r0,0 4"0 PVC SLOTTED PIPE 4-#6 T&B AROUND OPENING SYMMETRICAL ABOUT MANHOLE STEP (TYP) MANHOLE OPENING ABOVE -� • TOP OF CATCH BASIN 12" )VIDE TRASH RACK VEGETATION EROSION CONTROL BLANKET 2 VEGETATIVE GROWTH MEDIUM 11— \ BARRIER PROTECTION LAYER �— GEOCOMPOSITE DRAINAGE LAYER 60 MIL HDPE TEXTURED GEOMEMBRANE •• GAS VENTING LAYER j ' �L CONTOUR GRADING MATERIAL ;• � ;�b 0 CO OU J O O O p0o00 00 �000,0,0,0,., WASTE —TOP OF DRAINAGE SWALE 6" LAYER OF STONE FILL VALLEY OF DRAINAGE SWALE `-RAIN WA TOP OFD AGES LE CONCRETE e 'd i t' 2 "x 1 /4" NEOPRENE GASKET 2"X1/4" STAINLESS STEEL BATTEN 3/80"x3"STAINLESS STEEL BOLT O 12" O.C. 60 MIL TEXTURED HDPE GEOMEMBRANE STEEL CINCH ANCHOR 60 MIL HDPE BARREL AND FLANGE PIPE BOOT CLOSED CELL NEOPRENE SPONGE BETWEEN PIPE BOOT AND PIPE -� STAINLESS STEEL / BAND CLAMP --J EXTRUSION WELD (TYP) Re r•.n •onluln nnrkIING G (PROVIDE TYPICAL PIPE BOOT D AIL N.T.S. 60 MIL HDPE CAP SYSTEM OR GENERAL FILL TEXTURED AND TOPSOIL WHERE OUTSIDE GEOMEMBRANE CAP LIMITS z to BACKFILL WITH SELECT FILL MATERIAL COMPACTED OVER PIPE (TYP) BACKFILL WITH SELECT FILL MATERIAL COMPACTED UNDER PIPE (TYP) HEAVY DUTY CAST IRON FRAME AND COVER CAMPBELL FOUNDRY CO., TYPE C #1526, OR APPROVED EQUAL 4' LONG OPENING SYMMETRICAL ABOUT SEE SECTION A -A #5 0 6" EWEF 1 1/2" CL.(TYP) 8" 8" STAINLESS STEEL BATTEN STRIP I STONE LAYER (SEE DETAIL THIS SHEET) It PIPE BOOT (TYP) I f (SEE DETAIL THIS SHEET) BARRIER PROTECTION LAYER 4"0 PVC SLOTTED PIPE EXTRUSION WELD (TYP) GEOCOMPOSITE DRAINAGE LAYER 60 MIL HDPE I �— 60 MIL HDPE TEXTURED GEOMEMBRANE TEXTURED GEOMEMBRANE .•, i I ;t;;;':': --t— A VENTING LAYER GAS sto I �/ MANHOLE STEPS r :' �� 12" O.C. �/�/�///� CONTOUR GRADING MATERIAL L'�U O O D OSOCM"sI O O : O O OuO 'jou O O O O C 3p0O000 0p0p0 000000000000 n n n^ 0nO r, r, 0 n WASTE TYPE II 3" CL.(TYP) It #4 O 12" #4 O OPENING(TYP) #4 O 6" ' FOR INV ELEV., PIPE SIZE do LOCATION s SEE DWG. NO. 1 CONC. FILL DOWELS 0 12" O.C. SPLICE #5 BAR 2'-0" �, '�.L i'R".•''4 ML �rt,r,��,+�'yy�A. 'moi' ''�,,!� �,�'�L� 3 CL ,�.. ,, fr;� yr,;,s3' `�!'r r ti`��t+'.`'. �w�_GEOTEXTILE FULL LENGTH AND WIDTH OF MANHOLE EXCAVATION •"r.� s 4r .. x...•, •"t 12" COMPACTED #6 0 8" EW SELECT FILL ,SECTION } CATCH BASIN #1 N.T.S. fl4IE: 101 REFER TO DRAWING NO. 1 FOR RIM ELEVATION AND INVERT z ELEVATION. 0 NO. DATE REVISION Imo• M UNAUTHORIZED ALTERATION OR ADDITION TO THIS DOCUMENT IS A VIOLATION OF Z SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. PROJECT ENGINEER: DRAWN BY: T.F.M. F.D. N y DESIGNED BY: CHECKED BY: r B.H./F.D. B.H. r Y-" 'w z co 24" CHDPE DRAIN PLA 5 ®6" EWEF 10" LOCATION OF STEPS AS DIRECTED BY ENGINEER. 12" TYP. XXX 6'-0" STEPS (TYP) —� 24"0 CORRUGATED HDPE DRAINAGE PIPE 36"0 CORRUGATED HDPE DRAINAGE PIPE 110 HEAVY TY AST IRON FRAME AND COVER EA DU C CAMPBELL FOUNDRY CO., TYPE C #1526, OR APPROVED EQUAL 36"0 CORRUGATED HDPE DRAINAGE PIPE CONC. FILL `I r!�t1�1'r��7 � r �+ Rr•.�. I, ,,I�f.�1+�, r't' .r{r\�i'r+''1 IM %%%!��'� r �r,�'''t `• r tt'l �, w A si►� r�Y') t .u. . „vr„"..�iy,' ►•,.Ler4�.•1,��i�."ra,.a,7yr,,��•ir,rq"'•�.�Cs3'�.", „A . 12" COMPACTED #4 m 8” EWEF #4 DOWELS 0 8" (TYP) SELECT FILL SECTION STO R M WATE R MANHOLE #5 N.T.S. NOTE: REFER TO DRAWING NO. 1 FOR RIM ELEVATION AND INVERT ELEVATION. HEADWALL DIMENSIONS A B C D E 24" 30'-0" 12'-0" 5'-0" 18'-6" A= PIPE SIZE IS I.D. HEADWALL D ETAI L N.T.S. NOTES: 1. ALL CONCRETE SHALL BE 4000 PSI (MIN) H EADWALL 1 N.T.S. DVIRKA AND BARTILUCCI CONSULTING ENGINEERS A DIVISION OF WILLIAM F. COSULICH ASSOCIATES, P.C. OUTSIDE FACE #4 0 12 HO IR Z (TYP) #4 0 8" VERT. (TYP) INSIDE FACE #3 0 12" EW. (TYP) FIN. GRADE N w Ill O O� WASTE OR EXISTING NATURAL SOIL BURIED DRAINAGE J O 0 � O - — PIPE (SIZE VARIES) —I I O 00000c" 000 — x "?=` 00000 0oor �0 u n n 0 _ O ^ 0 REMOVE WASTE MATERIAL WHERE PRESENT, INSTALL PIPE, THEN 6• 6,-0. BACKFILL WITH SELECT FILL MATERIAL TO UNDERSIDE OF LANDFILL CAP WITHIN CAP LIMITS AND TO UNDERSIDE OF TOPSOIL OR GAS MIGRATION CONTROL TRENCH OUTSIDE OF CAP LIMITS TYPICAL DRAINAGE TRENCH DETAIL N.T.S. NOTE: ALL PENETRATIONS INTO CATCH BASINS, MANHOLES AND HEADWALLS SHALL BE CONSTRUCTED AND GROUTED WITH NON -SHRINK EPDXY GROUT AS SPECIFIED AND TO THE SATISFACTION OF THE ENGINEER 4-#6 T&B AROUND OPENING MANHOLE STEP (TYP; MANHOLE OPENING ABOVE A Q HEAVY DUTY CAST IRON FRAME AND COVER TOP OF CATCH BASIN 12" OVIDE TRASH RACK VEGETATION EROSION CONTROL BLANKET 2 VEGETATIVE GROWTH MEDIUM 1� SELECT BACKFILL MATERIAL GEOCOMPOSITE DRAINAGE LAYER SELECT BACKFILL MATERIAL KLAN 4"0 PVC SLOTTED PIPE )P OF DRAINAGE SWALE YER OF STONE FILL (ALLEY OF DRAINAGE SWALE fOP OF DRAINAGE SWALE CAMPBELL FOUNDRY CO., TYPE C #1526, SYMMETRICAL ABOUT OR APPROVED EQUAL #5 m 6" EWEF 1 1/2" CL.(TYP) 4' LONG OPENING 8» 8" SEE SECTION A -A I STONE LAYER B It . . _T •— TOE OF SLOPE I \ 8"(H) X 4"(W) • , I SELECT FILL MATERIAL If ENERGY DISSIPATING ! .It \ BAFFLES \ \ 4"0 PVC SLOTTED PIPE f 4"0 PVC SLOTTED PIPE � 111111 12" CT Fl MATERIAL SELECT LL TE L \ 6„ to oI \r I MANHOLE STEPS \ \ 12” O.C. (TYP) io ❑ 1 I USE 26 BARS .I I C r- I » I 6"GAUGE a ❑ I� I FABRIC REINF. ❑ I 3" CL.(TYP) #4 0 12" MESH 30#4 0 OPENING(TYP) 2" COVER 4'-0" I I #4 0 6" I 4"0 HOLES I+' FOR INV ELEV., PIPE SIZE do LOCATION I ®2'-0" O.C. r s SEE DWG. NO. 1 I . ' CONC. FILL " DOWELS O 12 O.C. I AR 18"LONG B8 "C -C TO PROJECT 6" It A. It SPLICE #5 BAR 2'-0" I I IF CURB IS NOT POURED MONOLITHIC WITH SLAB. ) '4' #6 0 8 EW " 4 rr est"rf'YIIr�'iti� ts`^:"{►,'. L►'r+:+•i` • 11 Q PLAN ** - REINFORCING ON EXPOSED FACE OF WALL WITH 2" CLEAR TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK SOUTHOLD LANDFILL CLOSURE GENERAL CONSTRUCTION 12" COMPACTED SELECT FILL SECTION z CATCH BASIN #2 N.T.S. lL4IE: REFER TO DRAWING NO. 1 FOR RIM ELEVATION AND INVERT ELEVATION. PROJECT NO. DRAWING NO. 1314 DATE MISCELLANEOUS DRAINAGE D ETAI LS FEBRUARY 2002 to SCALE: AS NOTED 50 40 30 2C 10 DATUM ELEV 0.00 0+00 1+00 NO. DATE REVISION INT. 1 ILL I- ADDED MH#tA TO THE DRAINAGE SYSTEM. F.D. CE �o 00 (gypN NQ�F- 0 L t\��~ It coOOOH .c}I-4M Opp In Q— �OuM O�Orj �Ot\ MH- ^C>7 NOMF- Q0NZ=p M cD +UZOQ 00 00 N n O O H (/� O Z� C'q M+00ZO �Do`OZ0 Lo ON�Z0 N �(no'ZZ (n (nx co :2 LnFrK ZZ �cnFy?? U �(na'ZZ --------------- . ................. ............ 36" DIA. CHD E L=162' S=1.00`: • CHDPE L=158' S=1007 L=9 ' L=27' 36" DIA. CH PE S=1.0 %7A' DIA. S=1.007. CHDPE 36" DIA. CH PE S=1.00% L=400' 36" DIA. CHDPE 36" DIA. CHDPE L= 215' S=1.00 o G��e N O 00 F- > N Z 5�6� L=30' S=2.00% 24" DIA. CHDP 1+00 NO. DATE REVISION INT. 1 2/1/02 ADDED MH#tA TO THE DRAINAGE SYSTEM. F.D. 2+00 3+00 4+00 UNAUTHORIZED ALTERATION OR ADDITION TO THIS DOCUMENT IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. PROJECT ENGINEER: DRAWN BY: T.F.M. F.D. DESIGNED BY: CHECKED BY: B.H/F.D. B.H. 5+00 6+00 7+00 DRAINAGE PROFILE HW#1 TO CB#2 SCALES: HORIZ: 1 "=40' VERT: 1 "=4' { O DVIRKA AND BARTILUCCI CONSULTING ENGINEERS A DIVISION OF WILLIAM F. COSULICH ASSOCIATES, P.C. I I 8+00 ti is TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK SOUTHOLD LANDFILL CLOSURE GENERAL CONSTRUCTION 10+00 11+00 12+00 DRAINAGE PROFILES O O O O nW't J NwZ QILL) i nZZ 50 to 30 6 20 5, 10 40 DATUM ELEV 30.00 0+00 L=30' S=1.00% DIA. CHDPE DRAINAGE PR0FILE CB#1 TO MH#5 SCALES: HORIZ: 1 "=40' VERT: 1 "=4' PROJECT NO. DRAWING N0, 1314 DATE: FEBRUARY 2002 SCALE: AS NOTED 02'1)0�2002 WED 11'2? F/I 1�1oo1'oni The information mthis fax |sintended for thenamed recipients only. |tmay contain privilegedand confidential matter. If you have reneiV6dthis fax in Cnor' please notify tic;|mnnodim|eh/ by ��'wv»"w � ��Uect telephone call to (516) 354-9890 and return the and original to the sender by mail. Wewill reimburse you u Yo/ Bart=&jcc^ postage, Do not dinr|os� the contents to�onyonc. Thank-you C0w',3Vj-nNsENG/NEEnn ...... - � [)ATE' C[}K8PAWY N.WE: Town Of S0U1h0ld A17ENT0N � Jhn8unchuch ___ . ' Tom KX-1hur SUBJECT: 9outhokj LF Glosure JO�#' D&B 1814 N(). OF. PAGEO, (including cover� ME�� i � � � -____--_______ ' ..... .... ...... . .. ----------- ------ ^ ...... -------- ---__-_------ -.__-_-____-_-_________-__--___----____ � ------------ _-_____�___-_�_-_-_'---- ------ ----- .... ... ___-__'_ __-_' ____'____�_-'___ _-____---___' � __-______-___-___--__'--_- __-- � ^ ^wpRK1AX'hmlivm1wo 'k* ['12,'1'16 ' 21*102 ITED I 1: 2.1 FAX Febrijull ?00") James .13und-mck . .1 �'('Ilid %Vaste (7"oordinator 'Fovvll of' Southold 531,195 Main Road NY 1 1971 Rc: Southold Uindfill Closure D&H No I ") 14 Dex- Mr. Bunchuick: provided belfjw is .I i oil or tht-, of "vnrk and I -c) fj)(.1 ' e ' C;ip.11 :I IIPW 1:1114".41'0 andandOV.qinpoi- qj(-)rj2' ,:� t-qqI('r_r q;df- 1.)f tho InntIflill or racruortcpd h•, Thw Thi(: &:Aixlafjo ?.'XTC!.'I Orl XIK; C(L'acm 3t0c. of 111C. improve. planned egress from the Collection Center to (..'ox Lane. This drahmac system will reroute dirninage ftnm the rmutliem.5terii pmlion' of the landfill and eastern area of the Collection Center to the northeasterii recharge. nrYsin. The scope of work indtides the following: 1. Development of a fill and prading plan to fill former Rcellirgr., Basin. 'No. 4 and Fill quantity estimate, ? Dovolopmmt. of .9 drainage and trading, rading. plan. inchdinp Swale and catch basin design, to direct ~harm water runoff from the southeastomi Z 'ITe ,;I OF the L-uldrill to colluxtion pollits, 3. Desian of a )I-1,1111inle, and piping system to conve.y runoff ftoni the collection points to Recharge Basin No. 3; 4. PreparatiQ11 of a cost estim"Ite, for co.nstniction of tb.c new dram"Ige ';Yslem. C12.'06 ` 2 r1T12 11 ED I I : 2 -1 FAN James Bunchuck Page Two %VMte COOR!ill 1101- TO",]) Of'SO1.1thold F`Cbruary 5'. 5. Preliminary redesign of Recharge, 13,a§in No. I to accommodate additional runoff fTcI'll the southeastern area of the Jurid-Fifl to the northeastern cu -ea of the landfill; 6, PT-k-paration of dotailed design drawings for constniction of the drainage syslem: 7, Dist:u,;`iiom NvIth Terry COTItTOiflj�l & MzitCdah IC; !81(: dc.sign and cos( I'Or construction of the new drainage system; and 8. Di%cav,56on with, and qtibinit-tal of design changes to N-YSDEC for approval. Th,. budget for this ,-,vork is the follo,-viiig, Hours 110urIv Rnic S311111 -y Cost P1 incipal 16- OP.5 8. 0 0 610 40 On -100 Diesiurl Eugiucvl S4 20.10 1,697 Ih�fter'CADD Operator $.0 2020 1.616 6,0;,11 k V, .1 1 I,:. -:Ad incl I '10 f-1 t T01:0 11 ....., not hesitate to call me. Wc�ry tnik, vl-,.tlrc, TI'Mitam 0 11 14*\TFNfO).T.TTt.22..r)(-)C(RO2) Vtc(Prest(.10111 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-eng@worldnet.att.net February 5, 2002 Principals Nicholas s J. Bartilucci, P.E. Mr. Robert G. Terry - President Henry J. chlupesi P.E. Terry Contracting & Materials, Inc. Executive Vice President time for geocomposite exposure from 14 to 30 days. Kenneth J. Pritchard, P.E. 840 West Main Street Thomas F. Maher, P.E. The test data provided with your letter indicated no significant deterioration in Ywe President Riverhead, NY 11901 Robert T. Burns, P.E. we approve extension of the exposure time from 14 to 21 days; however, this Y. a President would apply only to extenuating circumstances and only with adequate prior Richard M. Walka Yrce President Re:, Southold Landfill Closure D� Steven A. Fangmann, P.E. D&B NO. 1314 Vl' President Senior Associates Dear Mr. Terry: Anthony O. Conetta, P.E. Dennis F. Koehler. P.E. We have reviewed your letter dated January 29, 2002, requesting an extension of Joseph H. Marturano time for geocomposite exposure from 14 to 30 days. Kenneth J. Pritchard, P.E. Theodore S. Pytlar, Jr. The test data provided with your letter indicated no significant deterioration in Brian M. Veith, P.E. tensile strength or elongation after 500 hours (20.8 days). Based upon this data, Associates we approve extension of the exposure time from 14 to 21 days; however, this Garrett M. Byrnes, P.E. would apply only to extenuating circumstances and only with adequate prior Rudolph F. Cannavale notification of the need for an extension of time. Our preference is to maintain Joseph A. Fioraliso, P.E. the contract required maximum exposure period of 14 days. David S. Glass, P.E. Gerald Gould, CPG If you have any questions, please contact me. William D. Merklin, RE. Michael Neuberger, P.E. Richard P. Russell, P.E. , } Veruly y Charles J. Wachsmuth, P.E. I Kenneth P. Wenz, Jr., CPG Thomas F. Maher, P.E. Vice President TFM/tam cc: J. Bunchuck I. Sikiric C. Morris P. Sutherland 01314/rFM02LTR. do c-3 5 A DIVISION OF WILLIAM F. COSULICH ASSOCIATES, P.C. DVIRKA AND BARTILUCCI CONSULTING ENGINEERS 330 CROSSWAYS PARK DRIVE WOODBURY NY 11797-2015 PHONE: (516)364-9890 FAX: (516) 364 - 9045 TO: Terry Contracting & Materials, Inc. 840 West Main Street Riverhead, NY 11901 WE ARE SENDING YOU: Shop Drawings Copy of Letter LETTER OF TRANSMITTAL Date: 11 -Feb -02 Job No. 1314-F3 Attention: Robert Terry Re: General Construction Contract No. 2000 Southold Landfill Closure 0 Attached ❑ Under Separate Cover Via. the following items: 1 25a 1/3/02 2/11/02 Prints Plans Samples Specifications aChange Order For your use TRANSMITTAL COPIES No. Received Returned DESCRIPTION 1 24a 2/1/02 2/11/02 Type I Geotextile Roll Certifications 1 25a 1/3/02 2/11/02 Type I Geotextile Roll QC Certification 0 Approved as submitted (A) Resubmit copies for approval For your use Approved as noted (AAN) Submit copies for distribution As requested Disapproved (D) Q Return corrected prints For review and comment F --j Rejected (R) Other THESE ARE TRANSMITTED as checked below For approval 0 Approved as submitted (A) Resubmit copies for approval For your use Approved as noted (AAN) Submit copies for distribution As requested Disapproved (D) Q Return corrected prints For review and comment F --j Rejected (R) Other 9100"V40 Copies to: J. Bunchuck T. Howell Signed:AP T. Maher P. Sutherland Mari right, P.E. C. Morris I. Sildric If enclosures are not as noted, kindly notify us at once 24a-25atransmit.xls