The URL can be used to link to this page

Home My WebLink About10/2001is V Senior Associates Anthony 0. Conetta. P.E. October 2S, 2001 Dennis F. Koehler, P.E. Joseph H. Marturano Kenneth J. Pritchard, P.E. Theodore S. Pytlar, Jr. Associates Dvi rka Rudolph F. Cannavale Joseph A. Fioraliso, P.E. and David S. Glass, P.E. Wiliam D. Merklin, P.E. Bartilucci Michael Neuberger, P.E. CONSULTING ENGINEERS Brian M. Veith, P.E. 330 Crossways Park Drive, Woodbury, New York, 11797-2015 Charles J. Wachsmuth, P.E. 516-364-9890 ■ 718-460-3634 ■ Fax: 516-364-9045 e-mail: db-eng@worldnet.att.net Principals Submittals 6, 7 and 8 Nicholas J. Bartilucci, P.E. D&B No. 1314 Henry J. Chlupsa, P.E. Thomas F. Maher, P.E. Robert T. Bums, P.E. Richard M. walka Steven A. Fangmann, P.E. Senior Associates Anthony 0. Conetta. P.E. October 2S, 2001 Dennis F. Koehler, P.E. Joseph H. Marturano Kenneth J. Pritchard, P.E. Theodore S. Pytlar, Jr. Associates Mr. Timothy Howell Rudolph F. Cannavale Joseph A. Fioraliso, P.E. Terry Contracting & Materials, Inc. David S. Glass, P.E. Wiliam D. Merklin, P.E. O ��7 (� 840 West Main Street Michael Neuberger, P.E. Riverhead, NY 11901 Brian M. Veith, P.E. Charles J. Wachsmuth, P.E. Re: Southold Landfill Closure Submittals 6, 7 and 8 D&B No. 1314 Dear Mr. Howell: As you are aware, we are awaiting final approval from New York State Department of Environmental Conservation on installation procedures for the geotextile for the gas venting trenches. Once final approval has been provided, we request that the installation procedures be included with Submittals 6, 7 and 8, and final copies of the submittals be provided for our approval. In addition to the installation procedures, we have reviewed Submittals 6a, 7a and 8a, dated August 16, 2001, and have the following comments: 1. A QC certificate regarding the raw material, issued by the producer of the raw materials, must be provided. GI Solutions provided a notarized letter regarding the raw material, however, they are not the manufacturers of the raw materials. 2. In addition to the installation procedures, defect documentation and repair procedures must be provided. A DIVISION OF WILLIAM F. COSULICH ASSOCIATES, P.C. Dvirka and Bartilucci CONSULTING ENGINEERS Mr. Timothy Howell Terry Contracting & Materials, Inc. October 25, 2001 Page Two The submittal has been stamped "revise and resubmit." Please do not hesitate to contact me at (516) 364-9890 if you have any questions. Very truly yo Thomas F. Maher, P.E. Vice President TFM/MW(t)/ajm cc: J. Bunchuck I. Sikiric R. Terry J. Mulligan P. Sutherland ♦ 1314\TFMO I ALTR-01.doc 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 0 Copy of Letter LETTER OF TRANSMITTAL Date: 29 -Oct -01 JJob No. 131443 Attention: Timothy Howell Re: General Construction Contract No. 2000 Southold Landfill Closure FX Attached 0 Under Separate Cover Via. Prints E Plans Q Change Order ❑ TRANSMITTAL COPIES No. Received Returned DESCRIPTION 1 20A 10/24/2001 10/29/2001 Landfill Gas Vent Pipe THESE ARE TRANSMITTED as checked below 7 For approval 0 Approved as submitted (A) For your use Approved as noted (AAN) As requested 0 Disapproved (D) Q ❑ For review and comment Rejected (R) REMARKS: 0 Samples the following items: Specifications Resubmit copies for approval Submit copies for distribution Return corrected prints Other Copies to: J. Bunchuck R. Terry Signed: T. Maher I. Sikiric �ria Wright, P.E. J. Mulligan If enclosures are not as noted, kindly notify us at once 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 7 Copy of Letter LETTER OF TRANSMITTAL Date: 29 -Oct -01 I.Job No. 1314-F3 Attention: Timothy Howell Re: General Construction Contract No. 2000 Southold Landfill Closure 0 Attached Under Separate Cover Via. Prints Plans QChange Order TRANSMITTAL COPIES No. Received Returned DESCRIPTION 1 9B 10/23/2001 10/29/2001 Schedule of Submittals. THESE ARE TRANSMITTED as checked below Resubmit copies for approval For approval 0 For your use ❑ As requested F7For review and comment REMARKS: the following items: 0 Samples n Specifications 0 Approved as submitted (A) Resubmit copies for approval Approved as noted (AAN) Submit copies for distribution 0 Disapproved (D) Q Retum corrected prints Rejected (R) Other Copies to: J. Bunchuck R. Terry Signed: K✓, T. Maher I. Sikiric Maria Wright, P.E. J. Mulligan If enclosures are not as noted, kindly notify us at once M rA Dv i 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 Principals Nicholas J. Bartilucci, P.E. Henry J. Chlupsa, P.E. Thomas F. Maher, P.E. Robert T. Bums, P.E. Richard M. Waika Steven A. Fangmann, P.E. Senior Associates Anthony O. Conetta, P.E. Dennis F. Koehler, P.E. Joseph H. Marturano Kenneth J. Pritchard, RE. Theodore S. Pytlar, Jr. Mr. Timothy Howell Terry Contracting & Materials, Inc. Associates Rudolph F Cannavale 840 West Main Street Joseph aeo, P.E. Riverhead NY 11901 David S.. Glass, , P.E. , William D. Merklin, P.E. Michael Neuberger, P.E. Brian M. Veith, PE. Re: Southold Landfill Closure Charles J. Wachsmuth, P.E. Submittal 20 D&B No. 1314 Dear Mr. Howell: October 22, 2001 We have reviewed Submittal 20 — Landfill Gas Vent Pipe received in our office on October 17, 2001. We have reviewed the submittal with respect to the requirements of the Specifications for the above -referenced project. Our comments are as follows: 1. Prior to shipment, the Contractor must provide certified test reports or drawings showing all details of construction required to establish that all items were fabricated in accordance with the applicable standards specified. 2. Slotted pipe shall have a slot size of 0.120 inch, :not 0.125 inch as shown in the information provided from Titan Industries, Inc. 3. PVC fittings for construction of the landfill gas vents shall be Schedule 80 PVC in accordance with ASTM D2467. The information provided from Plastinetics, Inc. does not reference ASTM D2467. 4. PVC primer and solvent cement shall be in accordance with ASTM D2564 and ASTM F656. A DIVISION OF WILLIAM F. COSULICH ASSOCIATES, P.C. F J Dvirka and Bartilucci CONSULTING ENGINEERS Mr. Timothy Howell Page Two Terry Contracting & Materials, Inc. October 22, 2001 Please do not hesitate to contact me at (516) 364-9890 if you have any questions. TFM/MWt/cmc cc: J. Bunchuck I. Sikiric R. Terry J. Mulligan P. Sutherland M. Wright ♦ 1314\TFM01LTR-105.DOC Very truly yours, Thomas F. Maher, P.E. Vice President Dv i rka and a no Bartilucci 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 Principals Nicholas J. Bartilucci, P.E. Henry J. Chlupsa, P.E. Thomas F. Maher, P.E. Robert T. Bums, P.E. Richard M. Walka ' Steven A. Fangmann, P. E. October 19, 2001 Senior Associates . Anthony O. Conetta, P.E. Dennis F. Koehler, P.E. Joseph H.Marturano Anthony J. Cava, P.E. Kenneth J. Pritchard, P.E. Theodore S. Pytlar, Jr. Regional Solid and Hazardous Waste Engineer New York State Department of Environmental Conservation Associates SUNY - Region 1 - Building 40 Rudolph F. Cannavale Joseph A. Fioraliso, PE. Stony Brook, NY 11790-2356 David S. Glass, P.E. William D. Merklin, P.E. Michael Neuberger, P.E. Re: Southold Landfill Closure Brian M. Veith, P.E. Charles J. Wachsmuth, RE. D&B 1314 Dear Mr. Cava: The Contractor (Terry Contracting and Materials) has encountered difficulties in attempting construction of the gas migration control trenches due to caving of soils which results in large excavations and use of materials. The present design is shown in Attachment 1. To mitigate this difficulty, Terry has proposed an alternate design which can be more readily constructed by placing the gas venting materials along the sidewall of the excavation rather than vertically, which would require shoring and likely damage the geotextile as the shoring is removed. The proposed revised design is shown in Attachment 2. To enhance the venting of gas from. the trench, Terry has also proposed to place perforated pipe laterally in the trench with wind driven ventilators. We have reviewed this revised design and find it acceptable, pending your review and approval. Since these gas migration control trenches need to .be constructed prior to placement of the geomembrane, and we plan to lay geomembrane in the very near future on the western half of the landfill prior to the onset of cold weather, your expeditious review of this design revision is greatly appreciated. A DIVISION OF WILLIAM F. COSULICH ASSOCIATES, P.C. of Dvirka and Bartilucci CONSULTING ENGINEERS Anthony J. Cava, P.E. Page Two Regional Solid and Hazardous Waste Engineer New York State Department of Environmental Conservation October 19, 2001 If you have any questions or require additional information, please do not hesitate to call me. TFM/cmc Enclosure cc/encl.: Robert Phaneuf, NYSDEC Igor Sikiric, NYSDEC James Bunchuck, Town of Southold James Mulligan, D&B ♦ 13141TFMOILTR-103.DOC Very truly your Thomas F. Maher, P.E. Vice President ,r �l ,I- Y'- --,{ lfll-w 'fl^5. "I'l YI�e � G�'u7nsc , /IJ" Z E 10 Dvi rka anand 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@woridnet.att.net Principals Nicholas J. Bartilucci, P.E. Henry J. Chlupsa, P.E. Thomas F. Maher, RE. Robert T. Bums, P.E. Richard M. Walka Steven A. Fangmann, P.E. Senior Associates Anthony O: Conetta, RE. Dennis F. Koehler, P.E. Joseph H. Marturano Kenneth J. Pritchard, P.E. Theodore S. Pytlar, Jr. Associates Rudolph F. Cannavale Joseph A. Fioraliso, P.E. David S. Glass, P.E. William D. Merklin, P.E. Michael Neuberger, P.E. Brian M. Veith, P.E. Charles J. Wachsmuth, P.E. Robert G. Terry, President . Terry Contracting & Materials, Inc. 840 West Main Street Riverhead, NY 11901 Re: Southold Landfill Closure Schedule of Values D&B No. 1314 Dear Mr. Terry: October 18, 2001 We have.reviewed the Schedule of Values that was received in this office on October 15, 2001. Based on our review, we conditionally approve the Schedule of Values. For all approved extensions in time, payment for telephone and electric service (or any services related to the office trailer) will be paid based on all invoices provided by the Contractor from the telephone and electric companies through the contract period. Please do not hesitate to contact me at (516) 364-9890 if you have any questions. TFM/MWt/cmc cc: J. Bunchuck I. Sikiric J. Mulligan T. Howell ♦ 1314\TFM0ILTR-102.DOC Very truly yours, a- . - X"' , ro� � f",- Z� Thomas F. Maher, P.E. Vice President A DIVISION OF WILLIAM F. COSULICH ASSOCIATES, P.C. Dvirka and a -DO 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. Bartilucci, P.E. Henry J. Chlupsa, P.E. Thomas F Maher, P.E. Robert T. Bums, P.E. Richard M. Walka Steven A. Fangmann, P.E. Senior Associates Anthony O. Conetta, RE Dennis F. Koehler, P.E. Joseph H. Marturano Mr, Timothy Howell Kenneth J. Pritchard, P.E. Theodore S. Pytlar, Jr. Terry Contracting & Materials, Inc. 840 West Main Street Associates Riverhead, NY 11901 Rudolph F. Cannavale Joseph A. Fioraliso, P.E. David S. Glass, P.E. William D. Merklin, P.E. Re: Southold Landfill Closure Michael Neuberger, PE. Schedule of Submittals Brian M. Veith, P.E. Charles J. Wachsmuth, RE. D&B No. 1314 Dear Mr. Howell: October 18, 2001 We have reviewed the revised Schedule of Submittals which was received in this office on October 11, 2001. Although this is the third submittal, the following comments, previously provided to you on July 26, 2001 and on September 12, 2001, have not been addressed: 1. The date on the Schedule of Submittal of the As -Built Survey must be revised. This work cannot be completed on 5/24/01 as noted on the Schedule. We believe this date should be 5/24/02. 2. Since there is no submittal date for the List of "Or -equals" we interpret this to mean that no "Or -equals" will be proposed and N.A. should be included in this column. 3. Overdrilling methods must be submitted in accordance with the Specifications for the abandonment of the Existing Landfill Gas Monitoring Wells and the Existing Non - potable Water Supply Wells. The Schedule must be revised to include proposed submittal dates for these items. 4. Several submittals, which according to your schedule are due prior to today's date, have not been received. The submittals that are currently past due include: • List of Suppliers • List of Subcontractors • Geotextile Roll Certification - Type I A DIVISION OF WILLIAM F. COSULICH ASSOCIATES, P.C. I Dvirka and Bartilucci CONSULTING ENGINEERS Mr. Timothy Howell Page Two Terry Contracting & Materials, Inc. October 18, 2001 • Geotextile QC Certification - Type I • Source Approval - Gravel Fill Based on the above, please revise the Schedule of Submittals and resubmit. Failure to resubmit a revised approvable Schedule of Submittals will result in delay of payment of the next application for payment. TFM/MWt/cmc cc: J. Bunchuck I. Sikiric J. Mulligan M. Wright R. Terry ♦ 1314\TFM01LTR-100.doc(R01) Very truly yours, Thomas F. Maher, 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. October 17, 2001 Associates Rudolph F. Cannavale Dvirka Joseph A. lass, RE P.E. David S. Glass, P.E. and 0 Bartilucci William D. Merklin, P.E. CONSULTING ENGINEERS Michael Neuberger, P.E. Brian M. Veith, P.E. 330 Crossways Park Drive, Woodbury, New York, 11797-2015 Charles J. wachsmuth, P.E. 516-3649890 ■ 718-460-3634 • Fax: 516-364-9045 e-mail: db-eng@worldnet.att.net Principals Re: Southold Landfill Closure Nicholas J. Bartilucci, P.E. D&B .1314 Henry J. Chlupsa, P.E. Thomas F. Maher, P.E. Robert T. Bums, P.E. Richard M. Walka Steven A. Fangmann, P:E. Senior Associates Anthony O. Conetta, P.E. Dennis F Koehler, P.E. Joseph H. Marturano Kenneth J. Pritchard, P.E. Theodore S. Pytlar, Jr. October 17, 2001 Associates Rudolph F. Cannavale Anthony J. Cava, P.E. Joseph A. lass, RE P.E. David S. Glass, P.E. Regional Solid and Hazardous Materials Engineer g t7 William D. Merklin, P.E. New York State Department of Michael Neuberger, P.E. Brian M. Veith, P.E. Environmental Conservation - Region 1 Charles J. wachsmuth, P.E. SUNY - Building 40 Stony Brook, NY 11790-2356 Re: Southold Landfill Closure D&B .1314 Dear Mr. Cava: Terry Contracting & Materials has requested changes in the following design specifications: 1. Change in Barrier Protection Layer material maximum particle size from 3/8 -inch (Polyflex general specifications) to 1 -inch. This proposed change has been approved by the liner manufacturer (Polyflex) and the liner installer (Chenango Contracting), providing that the particles are round or sub -round, which they will be (see attachments). 2. Change in the minimum temperature for geomembrane installation and welding from 40° F. (Specification Section 4.3.F.4.r [page 4.3-21]) to 32° F. This change has been approved by the liner installer (Chenango Contracting) (see attachment) and is consistent with the Part 360 requirements (Section 360-2.13(k)(2)(IX)) and the liner manufacturer's (Polyflex) requirements. A DIVISION OF WILLIAM F. COSULICH ASSOCIATES, P.C. Dvirka and Bartilucci CONSULTING ENGINEERS Anthony J. Cava, P.E. Page Two Regional Solid and Hazardous Materials Engineer New York State Department of Environmental Conservation - Region 1 October 17, 2001 If you have any questions with regard to this letter or require additional information, please do not hesitate to call me. TFM/tam Enclosure cc/encl: Robert Phaneuf, NYSDEC Igor Sikiric, NYSDEC James Bunchuck, Town of Southold James Mulligan, D&B O 1314\TF MO I LTR -97. do c Very truly yours � h Thomas F. Maher, P.E. Vice President Oct 10 01 04.35P Chenan`o Contracting, Inc L -bur -icy -c l� r-� i Tuesday 02 of Oct 2001- Faxination -?607 728 2415 Page 2 of 2 1000 W. Wh1�l M" C+aw halAs. f*sa 75111 UTA IW704M 01.337-7111 FAX W -337.7M Oct* 2.2001 I i Gr G k Rhoades 29 "butu 1d lohaspa (Ity, NX 13790-4130 �: 9outitold Ltndfill C1c�ame YF�Z14020 Dat tNr. Rbo: t to my rtfeation. that 1" milua cover =anal i* being Imposed to it bolbeen e as long as the pardcka coverAc 60mil HDPE teMW romembmne. Alis is aeeegabl are it11he rowd m stab-towW dMificmim No a4ular PA1*1et WvOtAd be pm -Mu . This is of coum. pemrms the Eu s'PFvV3l- l,o Mmoser, Dealer Sales M A Oct 10 01 04:35P Chenango Contracting, inc CHENMW CONTRACTING, INC. October 10, 2001 Mr. Timothy Hmell Terry Contructing $ Materials, Inc. 940 West Main Strcct Riverhead. NY 11901 Subject: Southold LaWfi11 Closure Aear Tim: TA-Al- r-- 3 34 3b4-3 29 ARBUTUS ROAD JOHNSON CITY, .NEW YORK 13790 M7)729-8500 FAX(607)729-2415 it bas been brongbt to our attention that the geoructltt ane for this project mill be aevarW with l" n»nus gravel Similar to Poly -Flex.. Inc.'s response (Attached) Chenwago ContractIM Inc. Pecks this is acceptable as long as the particles mein the toned or sutrxound clpssilication. No altgrtiar p rdcles should be present. Also. Chwango Contraeiing requests approval for georncnibrane installation and welding betymen 32 degrees and 40 degrees F. Welding MFE gummitbranc M this temperature range can be petfornhed in accordance with the Project Specifications and critl not elect the insts?talion tvarrdnty. Please do not 1=1URe 14 contact me if you have am questions concerning this submittal. Sincerely, CIMNAN(30 CONTRACTING, INC. Carl 1. Burdick Attachment 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 Principals Nicholas J. Bartilucci, P.E. Henry J. Chlupsa, P.E. Thomas F. Maher, P.E. Robert T. Bums, P.E. Richard M. Walka Steven A. Fangmann, P.E. Senior Associates Terry Contracting & Materials, Inc. Anthony O. Conetta, P.E. 840 West Main Street Dennis F. Koehler, P.E. Robert G. Terry Joseph H. Marturano Kenneth J: Pritchard, P.E. President Theodore S. Ryder, Jr.. Terry Contracting & Materials, Inc. 840 West Main Street Associates Rudolph F. Cannavale Riverhead, NY 11901 Joseph A. Fioraliso, P.E. David S. Glass, P.E. William D. Merklin, P.E. Re: Southold Landfill Closure Michael Neuberger, P.E. Brian M. Veith, P.E. D&B 1314 Charles J. Wachsmuth, P.E. Dear Mr. Terry: October 17, 2001 This is in response to your letter dated October 17, 2001, regarding your request for additional payment for construction of the gas migration control trenches. 1. Based on your extensive experience in subsurface construction on eastern Long Island, we cannot understand your claim that unforeseen site conditions, that is "looseness of soils in the areas of installation" were encountered in a recent test excavation. You undoubtedly are aware that there is sand in the area of the Southold Landfill. Site reports and documents available for review during preparation of your bid were referenced in the Contract Documents for closure of the Southold Landfill, which clearly describe geologic conditions and presence of native sand from just below ground surface to a depth of approximately 100 feet at the landfill. These documents are the following; • . Part 360 and Phase II Hydrogeologic Investigation Report, Southold Landfill, Dvirka and Bartilucci Consulting Engineers, October 1991. • Part 360 and Phase II Supplemental Investigation Report, Southold Landfill, Dvirka and Bartilucci Consulting Engineers, March 1993. • Part 360 Closure Investigation Report, Southold Landfill, Dvirka and Bartilucci Consulting Engineers, December 1996. • Test Pit Waste Delineation Report, Southold Landfill, Dvirka and Bartilucci Consulting Engineers, November 1998. A DIVISION OF WILLIAM F. COSULICH ASSOCIATES, P.C. Dvirka and Bartilucci CONSULTING ENGINEERS Robert G. Terry Page Two President October 17, 2001 • Final Closure Plan, Southold Landfill, Dvirka and Bartilucci Consulting Engineers, December 1998. • Design Investigation Test Pits and Test Trenches (Memorandum), Southold Landfill, Dvirka and Bartilucci Consulting Engineers, August 11, 1999. 2. Your attention is directed to Section 4.3 of the General Conditions of the Contract Documents which defines unforeseen conditions. We think that encountering sand at the Southold Landfill is not "of an unusual nature" and "which could not reasonably have been expected." 3. You attention is directed to Section 1.14 (Measurement and Payment) Item 5B (Excavation of Gas Migration Control Trenches), which specifies that the bid unit price shall include "sheeting, shoring and bracing" ... "as specified and as required t6- satisfactorily complete the Work." 4. Yo'iir 'atfenfion -is -directed `to"�Section `6.1 of the General Conditions (Contractor's Resp'on'sibilities) thatthe Contractor "shall be solely responsible for the means, methods"techniques, sequences -and procedures of construction." Based on the above, your request for additional payment to construct the gas control venting trenches is without merit and you are directed to proceed with construction of the trenches. Any delay in proceeding will not be cause for an increase in the time for completion of the project. If you have any questions with regard to this letter, please contact me. TFM/tam cc: James Bunchuck, Town of Southold Igor Sikiric, NYSDEC Gregory Yakaboski, Esq., Town of Southold James Mulligan,. D&B 01314\TFMO I LTR-95.DOC(RO 1) Very truly yours, Thomas F. Maher, P.E. Vice President fr. Dvi rka and a no Bartilucci 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 Principals Nicholas J. Bartilucci, P.E. Henry J. Chlupsa, P.E. Thomas F. Maher, P.E. RobertT Bums, P.E. Richard M. walka Steven A. Fangmann, P.E. October 17, 2001 Senior Associates Anthony O. Conette, P.E. Dennis F. Koehler, P.E. Joseph H. Marturano L Robert G. Terry Kenneth J. Pritchard, P.E. Theodore S. Pytlar, Jr. President Terry Contracting & Materials, Inc. Associates Rudolph F. Cannavale 840 West Main Street Joseph.. rP.E. Riverhead NY 11901 RE David S. Glass, P.E. , William D. Merklin, P.E. Michael Neuberger, P.E. Brian M. Veith, P.E. Re: Southold Landfill Closure Charles J. wachsmuth, P.E. D&B 1314 Dear Mr. Terry: With refererice'to:your letter of October 11, 2001 (attached), your proposed change in installation of the laiidfll-gas vents-` s approved by NYSDEC, except for the following. As per the Part 360 regulations, -the gas vent must extend 5 feet into waste. Loam/topsoil from the adjacent 17 -acre parcel is not considered waste, but fill/grading material; therefore, the gas vents shall be extended 5 feet below loam/topsoil. Also note on your drawing that a geocomposite does not exist in the area of the gas vents. If you have any questions with regard to this letter, please call me. TFM/tam 'Attachment cc/att:` James Bunchuck, Town of Southold Igor Sikiric, NYSDEC James Mulligan, D&B Ct 1314\TFM01L 1R-99.DOC Very truly yours, Thomas F. Maher, P.E. Vice President A DIVISION OF WILLIAM F. COSULICH ASSOCIATES, P.C. October 11, 2001 Thomas F. Maher, P.E. Dvirka and Bartilucci 330 Crossways Park Drive Woodbury, NY 11797 Re: .Southold Landfill Closure B&B No. 1314 Dear Mr. Maher: Attached, please find. an illustration of the proposed installation method for the landfill gas vents. Please note the following details: 1. All installations will be made using a hole excavated with a crawler excavator. Minimum excavation width will be 3'. 2. Gas Venting Material will be placed over the top portion of the lateral extensions of the gas vents so as to provide a proper surface for application of the. geomembrane liner. 3. The liner boot will be extended 6" above the final grade. A gradation analysis has also been attached This material, modified to eliminate all material less than 3/4", is proposed for use as the gravel fill around the gas vents. Please contact me with any questions and/or comments. Thank you, Robert G. Terry cc: .Ta -=Mulligan James Bunchuck Igor: Sildric GVH ro �ro�l�-�� 1,i►e� W I_ L �:,en 800f Exp»ds �/ GreCl3 V n4- G.Qp 7" 36 5•p 29 Cl 05i3CtL'nJt�1P tL'J1LV� 1iV`i'J'f'it.L1(/!�f .�'�KYill^.J GRADATION WORKSHEET CLIENT �_btJ'�,.�C'1.,-dA_TE: ----- __ PROJECT — SAMPLE TYPF. SAMPLE M: � v EZ— _ SAMPLE COLOR: SEVES WEIGHT PERCE14T PERCENT `t PASS -.rR�efMTS� RETAINED PASSING JO8 SPECIFICATICNI 1 � Alti _` r RENAR:�S 4 -3449 Fro ON Senior Associates Anthony 0. Conetta, P.E. Dennis F Koehler, P.E. Joseph H. Marturano Kenneth J. Pritchard, P.E. Theodore S. Pytlar, Jr' October 16, 2001 Associates Dv i rka d1b and Joseph A. Fioraliso, P.E. Bartilucci David S. Glass, P.E. CONSULTING ENGINEERS William D. Merklin, P.E. 330 Crossways Park Drive, Woodbury, New York, 11797-2015 Michael Neuberger, P.E. Brian M. Veith, P.E. 516-3649890 - 718-460-3634 ■ Fax: 516-364-9045 Charles J. Wechsmuth, P.E. e-mail: db-eng@worldnet.att.net Principals SUNY - Building 40 Nicholas J. Bartilucci, P.E. Stony Brook, NY 11790-2356 Henry J. Chlupsa, P.E. Thomas F. Maher, P.E. RobertT Bums, P.E. Richard M. walka Steven A. Fangmann, P.E. Senior Associates Anthony 0. Conetta, P.E. Dennis F Koehler, P.E. Joseph H. Marturano Kenneth J. Pritchard, P.E. Theodore S. Pytlar, Jr' October 16, 2001 Associates Rudolph F. Cannavale Joseph A. Fioraliso, P.E. David S. Glass, P.E. William D. Merklin, P.E. Anthony J. Cava, P.E. Michael Neuberger, P.E. Brian M. Veith, P.E. Regional Solid and Hazardous Materials Engineer Charles J. Wechsmuth, P.E. New York State Department of Environmental Conservation - Region 1 SUNY - Building 40 Stony Brook, NY 11790-2356 Re: Southold Landfill Closure D&B 1314 Dear Mr. Cava: The Town of Southold is planning a beneficial use for the closed Southold Landfill. This use involves construction of a golf driving range on the capped eastern portion of the landfill. A conceptual layout and grading plan to accommodate this driving range is enclosed. We realize that this first cut at a design shows less than 4% slopes over a portion of the landfill; however, the final design will have minimum 4% and maximum 33% slopes. For maintenance_ of the driving range, low pressure mowing and ball collection equipment will be used to mitigate adverse impacts to the cap. The Town will be responsible for maintaining the surface of the driving range and the cap. The cover over the geomembrane presently comprises 12 inches of barrier protection/drainage material and 6 inches of vegetative growth media. We feel that the 18 inches of cover, use of low pressure equipment and maintenance of the cover by the Town will adequately protect the cap. A DIVISION OF WILLIAM F. COSULICH ASSOCIATES, P.C. t Dvirka and Bartilucci CONSULTING ENGINEERS Anthony J. Cava, P.E. Page Two Regional Solid and Hazardous Materials Engineer New York State Department of Environmental Conservation - Region 1 October 16, 2001 Your review and approval of this conceptual end use approach is greatly appreciated. If you have any questions or require additional information, please do not hesitate, to call me. TFM/tam Enclosure cc/encl: Robert Phaneuf, NYSDEC Igor Sikiric, NYSDEC cc: James Bunchuck, Town of Southold Robert Terry, TC&M James Mulligan, D&B 41314\TFM01 LTR-87.doc(R03) Ve . 'ly yau� Thomas F. Maher, P.E. Vice President Dv i rka and O Bartilucci CONSULTING ENGINEERS 330 Crossways Park Drive, Woodbury, New York, 11797-2015 516-364-9890 ■ 718-460-3634 n Fax: 516-364-9045 e-mail: db-eng@worldnet.att.net Principals Nicholas J. Bartilucci, P.E. Henry J. Chlupsa, P.E. Thomas F. Maher, P.E. Robert T Bums, P.E. Richard M. Walka Steven A. Fangmann, P.E. Senior Associates Terry Contracting & Materials, Inc. Anthony O. Conetta, P.E. 840 West Main Street Dennis F. Koehler, RE. Riverhead NY 11901 Joseph H. Marturano Kenneth J. Pritchard, P.E. Robert G. Terry Theodore S. Pytlar'J` President Dear Mr. Terry: October 15, 2001 Enclosed please find drawings 4C and 6A which show construction of the new 30 -foot asphalt road to the 17 -acre parcel and relocation of swales and subgrade regrading in the area of the new road. Also shown on drawing 4C is relocation of the southern swale on the eastern portion of the landfill. Drawing 3D shows a cross section through the area of the new road for construction of the inner swale, road, anchor trench, gas migration control trench, outer swale and sound barrier. Also enclosed is a plan which shows the addition of a manhole along the outer swale to incept water in the swale and a disc which provides the revised subgrade plan. We have transmitted the revisions to NYSDEC and we are waiting for their approval. If you have any questions or require additional information, please call me. Very truly yours, Thomas F. Maher, P.E. Vice President TFM/tam Enclosures cc: Igor Sikiric, NYSDEC J. Bunchuck, Town of Southold J. Mulligan, D&B 01314\TFMO 1 LTR-91.DOC A DIVISION OF WILLIAM F. COSULICH ASSOCIATES, P.C. Terry Contracting & Materials, Inc. Associates Rudolph F. Cannavale 840 West Main Street Joseph A. RE P.E. Riverhead NY 11901 lass, David S. Glass, P.E. � William D. Merklin, P.E. Michael Neuberger, P.E. Brian M. Veith, P.E. Re: Southold Landfill Closure Charles J. Wachsmuth, P.E. D&B 1314 Dear Mr. Terry: October 15, 2001 Enclosed please find drawings 4C and 6A which show construction of the new 30 -foot asphalt road to the 17 -acre parcel and relocation of swales and subgrade regrading in the area of the new road. Also shown on drawing 4C is relocation of the southern swale on the eastern portion of the landfill. Drawing 3D shows a cross section through the area of the new road for construction of the inner swale, road, anchor trench, gas migration control trench, outer swale and sound barrier. Also enclosed is a plan which shows the addition of a manhole along the outer swale to incept water in the swale and a disc which provides the revised subgrade plan. We have transmitted the revisions to NYSDEC and we are waiting for their approval. If you have any questions or require additional information, please call me. Very truly yours, Thomas F. Maher, P.E. Vice President TFM/tam Enclosures cc: Igor Sikiric, NYSDEC J. Bunchuck, Town of Southold J. Mulligan, D&B 01314\TFMO 1 LTR-91.DOC A DIVISION OF WILLIAM F. COSULICH ASSOCIATES, P.C. b Anthony J. Cava, P.E. Associates Rudolph F. Cannavale Regional Solid and Hazardous Materials Engineer Joseph A. RE P.E. Dvirka lass, David S. Glass, P.E. and 0 Bartilucci Michael Neuberger, P.E. CONSULTING ENGINEERS Brian M. Veith, P.E. 330 Crossways Park Drive, Woodbury, New York, 11797-2015 Charles J. Wachsmuth, P.E. 516-364-9890 - 718-460-3634 - Fax: 516-364-9045 e-mail: db-eng@worldnet.att.net Principals Nicholas J. Bartilucci, P.E. Henry J. Chlupsa, P.E. Thomas F. Maher, P.E. Robert T. Bums, P.E. Richard M. Walka Steven A. Fangmann, P. E. Senior Associates Anthony O. Conetta, P.E. Dennis F. Koehler, P.E. Joseph H. Marturano Kenneth J. Pritchard, P.E. Theodore S. Pytlar, Jr. October 1.5, 2001 Re: Southold Landfill Closure D&B 1314 Dear Mr. Cava: In order to provide additional area for future expansion of the Southold Collection Center/Recycling Facility, the Town of Southold has requested that the drainage plan for the closed landfill be modified so that the area of Recharge Basin No. 4 in the southeast area of the landfill can be utilized as part of the expansion plan. To comply with the Town's request, we have modified the approved closure design to route drainage from the southeastern area of the landfill to Recharge Basin No. 3 in the northeastern area of the landfill. This will involve construction of a catch basin and pipe to convey storm water to Basin No. 3. As described in the enclosed feasibility study, the pipe originating at the catch basin will run below ground for about 900 feet along the eastern property line outside the limits of waste at a slope of 1% and 300 feet through waste at a slope of 2% to a currently designed Swale to Basin No. 3. The pipe will be 30 inches in diameter, corrugated HDPE, to accommodate a 100 -year storm event and will be a dual containment corrugated HDPE outside and smooth HDPE inside in the area of waste. As part of this design modification, Basin No. 4 will be enlarged to handle the additional flow from the southeastern area of the landfill. A DIVISION OF WILLIAM F. COSULICH ASSOCIATES, P.C. ' Anthony J. Cava, P.E. Associates Rudolph F. Cannavale Regional Solid and Hazardous Materials Engineer Joseph A. RE P.E. New York State Department of Environmental Conservation - Region 1 g lass, David S. Glass, P.E. Y William D. Merklin, R.E. SUNY — Building 40 Michael Neuberger, P.E. Brian M. Veith, P.E. Stony Brook, NY 11790-2356 Charles J. Wachsmuth, P.E. Re: Southold Landfill Closure D&B 1314 Dear Mr. Cava: In order to provide additional area for future expansion of the Southold Collection Center/Recycling Facility, the Town of Southold has requested that the drainage plan for the closed landfill be modified so that the area of Recharge Basin No. 4 in the southeast area of the landfill can be utilized as part of the expansion plan. To comply with the Town's request, we have modified the approved closure design to route drainage from the southeastern area of the landfill to Recharge Basin No. 3 in the northeastern area of the landfill. This will involve construction of a catch basin and pipe to convey storm water to Basin No. 3. As described in the enclosed feasibility study, the pipe originating at the catch basin will run below ground for about 900 feet along the eastern property line outside the limits of waste at a slope of 1% and 300 feet through waste at a slope of 2% to a currently designed Swale to Basin No. 3. The pipe will be 30 inches in diameter, corrugated HDPE, to accommodate a 100 -year storm event and will be a dual containment corrugated HDPE outside and smooth HDPE inside in the area of waste. As part of this design modification, Basin No. 4 will be enlarged to handle the additional flow from the southeastern area of the landfill. A DIVISION OF WILLIAM F. COSULICH ASSOCIATES, P.C. ' t� Dvirka and Bartilucci CONSULTING ENGINEERS Anthony J. Cava, P.E. Page Two Regional Solid and Hazardous Materials Engineer New York State Department of Environmental Conservation - Region 1 October 15, 2001 Your review and approval of the conceptual design change is requested. Upon approval, detailed drawings and specifications will be prepared for the Department's review and approval. If you have any questions or require additional information, please do not hesitate to call me. Very truly yours, Thomas F. Maher, P.E. TFM/tam Vice President Enclosure cc/encl: Robert Phaneuf, NYSDEC Igor Sikiric, NYSDEC James Bunchuck, Town of Southold James Mulligan, D&B Peter Sutherland, TEC 01314\TFMO 1 LTR -92. doc(RO 1) OFFICES: Cincinnati, OH TECTONICENGINEERING P.C. ENGlNEERlNG Albany, , Hartford, CT Cornwall, Northborough, MA Mt. Vernon,, NY Richmond, VA P.O. Box 37, 70 Pleasant Hill Road (800) 829-6531 FAX: (845) 534-5999 Mountainville, New York 10953 www.tectonicengineering.com Dvirka & Bartilucci Consulting Engineers 330 Crossways Park Drive Woodbury, New York 11979-2015 ATTN: Thomas F. Maher, P.E. Vice President October 10, 2001 (REVISION 2.0) RE: WO#3138.01, FEASIBILITY ASSESSMENT TO ELIMINATE RECHARGE BASIN NO. 4, SOUTHLOLD FINAL LANDFILL CLOSURE, SOUTHOLD, NEW YORK Dear Mr. Maher: At the request of Dvirka & Bartilucci (D&B) Tectonic has performed a conceptual feasibility study for the alternative of eliminating Recharge Basin No. 4 and directing the stormwater flow to Recharge Basin No. 3 using a pipe. The evaluation of this alternative is based upon the drainage analysis contained within D&B's Final Landfill Closure Plan for the Southold Landfill dated December 1998. The findings of our feasibility study are discussed as follows. The proposed drainage pipe size was determined by assuming the pipe would be flowing full at 1.0% during the 100 -year storm event. A slope of 1.0% was chosen for the pipe outside the limits of waste to minimize the depth of trenching while maintaining a suitable flow. The last approximately 300 feet of pipe would be within the limits of waste and thus.a 2% slope was chosen. Runoff amounts were taken from the drainage report included in the Final Closure Plan. The drainage report labeled the area draining to Recharge Basin No. 4 as Subcatchment 4, and generated a runoff of 26.1 cfs during the proposed condition of a 100 -year storm event. It was determined that a 24" pipe can convey 22.6 cubic feet per second (cfs) at 1.0% while 30" pipe can transfer 41.0 cfs at 1.0%. It is our recommendation that 30" corrugated HDPE be used for piping material outside the waste limits. The total length of dual containment HDPE pipe in unavoidable portions of the waste mass on the property is likely to be about 450 feet. To the extent practical, the location of the proposed pipe run was chosen to avoid trenching in buried waste. Runoff will continue to be collected through the use of swales to a low point where it will be collected through the use of a flared end section ENGINEERS -SURVEYORS -CONSTRUCTION MANAGERS An Equal Opportunity Employer ;ft ENGINEERING TECTONIC CONSULTANTS PC Mr. Thomas F. Maher, P.E. 2 October 10, 2001 and run through the proposed drainage pipe along the eastern property line and end in the swale leading to Recharge Basin No. 3. The length of pipe will be approximately 1,200 linear feet. Figure 1 shows the conceptual layout of the proposed piping. Trenching for installation of the proposed drainage pipe will be extensive. The trench will vary from 5 feet to over 18 feet in depth. It is our suggestion that the trench be dug vertically to the greatest extent practical to avoid unnecessary waste disturbance and encroachment on the property line. All trenching activities should be properly shored and protected in accordance with all OSHA regulations. Excavation in waste will also generate landfill gases in a confined space and thus air monitoring is recommended. Recharge Basin No. 3 will be required to be enlarged to accommodate the additional inflow, based upon the storage volume stated in the drainage report. Recharge Basin No. 4 was designed to have 2.30 acre-feet of storage and the 100 -year storm event created a runoff volume of 1.93 acre-feet. Recharge Basin No. 3 was originally designed for 4.96 acre-feet and had a storage of 4.40 acre-feet during the 100 -year storm event. Based upon this information, Recharge Basin No, 3 will require enlargement to accommodate an additional 1.37 acre-feet of available storage to handle the runoff generated during the 100 -year storm event. Figure 2 shows an approximate alternative configuration of the new Recharge Basin No. 3. A conceptual opinion of probable costs has been prepared and is attached for reference. The conceptual cost opinion indicates the cost of this alternative is approximately $211,800. If this alternative is chosen, a final cost opinion should be prepared based on final design plans and specifications prior to authorizing construction activities. Please be advised that our cost opinion is based on the assumption that the limit of waste is as indicated on the plans and that pockets of waste do not extend beyond this limit. In addition, we assume the earthwork will be performed during favorable weather and seasonal conditions prior to capping this portion of the landfill. Sincerely, TECTONIC ENGINEERING CONSULTANTS P.C. r Peter T. Sutherland, P.E. Senior Geotechnical Engineer G:\Geo\3138.01\Drainage\FeasbilityREV2 attachments . W� blifflmll HDPE �T, $ LC T 11 iO N t, 'Ne qA IV - A N m 11' 1 PROPOSED SWXL.v, j f kk V, 4 PROPOSED PIPING U TECTONIC P.O. Box 37, 70 Pleasant Hill Road Mountainville, NY 10953 Date Work Order 10/5/01 L Scale 1.= 150- 3138.01 1A. .'S" ENGINEERING CONSULTANTS P.C. (914) 534-5959 1 Figure No. Re FIGURE 1 0 MEN,j11 ill; .� Iill' � •fyf �,� .'J . W� blifflmll HDPE �T, $ LC T 11 iO N t, 'Ne qA IV - A N m 11' 1 PROPOSED SWXL.v, j f kk V, 4 PROPOSED PIPING U TECTONIC P.O. Box 37, 70 Pleasant Hill Road Mountainville, NY 10953 Date Work Order 10/5/01 L Scale 1.= 150- 3138.01 1A. .'S" ENGINEERING CONSULTANTS P.C. (914) 534-5959 1 Figure No. Re FIGURE 1 0 !f m .m w \ 0 0 2.3 zz `\\\~T0`"!!~_= ``\= -= 'S= =- _`Zl;fir~�= - �- e= `} �t�� _r'� 'S�'``_•-� — / i / Y . r ' !I ' '� I \\ = _,�\\�\(•'\\ _ -`- >= 31'=_' - ��-37.�\ljQ=_ �";_�Y11''_---`-- -�sZ{-_ �_=-'`c=Ti-Wit' - _ '/ ••• '_ ~--C % / / tb' __ •__' -31 MW -3 I I1 l �"� \ \ �j_`�� ' 3\, (_--' i _ -- - - - _ _ =� ` - -=2 - _ - �` ~ � y / `` ;y y \' / /.- �e•t`f(( W ` ' \ \ 1C�-"^ 1 • 111\ \\� \ \ ,H ARG 111 1 � I // I � L 1111 I I !I ll Iif I � ,/ -4.•\ �'- / III I 'I IlIJ '� 1 J I \ r -,-,- �.x1.: ,,.• \ \ I / / , _ ! r ! � 1 J l / IIJ 11'' .)/!i/�l !JJ!!/ 1 , '' J 1 Il! 1lIJ I I \\ ` 1 — -- - � / .,..;,:. 51.0 �'' `':'-�;•- - \ \ _ � \, _-- _ \• � ,. , y�• < I 111.3 oz // 1117/I 1 ! 1 I / /rl (I 1 IT 1 s. \ \ N 11 // _ ` - �� ; .: 1 Il/ / l I 1 1111 ! �1I1 Il! 1 II / 11 I 11 i \ 1 / r `_ =_ -- - _ - �� \ "�;'..rx{!: / f �! RECHARGE BASIN N0. 4 / 1 i ! 11111 I \ I JJ 1 I 11 J 1 1 , /' _ _ _ _ - ` _u._ \ :,<'.�,:.• . \ I ll I I ll/ r _ - I I 111 111111 1,11/ 1 � /' �A, , III Il 1 J 1!111 1 1111!1 1 ! I ! � 1 I' it / '/ /J , � _ - � _ � ; � - , , \�. 4-9 0 // , / l 1I III �� I 1111 111) Ill /I 1 1 ) 1 1 t ! N n ._ -- \ \ / 1 / •'�' 6 i 111 I I \,;c,� j 111 1 1111// i 4D i I 1` ! N. 11 J i I , . n I �J/i^ / / - - -- '�'- r ` \ \ i \ �\ �� - 1 , E Illll 1 i7jIJ1 \ !/ I J I ( , 1 + I I I I / _ t \ I \ \ �----- 4D 23 ►11111 I\\) I /7 I ill /i 1 ' ll! JI l 11 I Ili 1 \ i 11. I + I l ! I i I _-=-i 4 \ \ �`� \\ I \ ��lJl 1111 f jl llril J X11 / !I Ill�;lr t (, / ll/ I//l , I I 1 I t /�\�\'\1 Ili j// I/!I/ ill X111\lpli� �i I �/ 11 I� (I - ! I J I I all N 1.0 _ _ _ _ _ \ \\ -. --, �'� - .,�-; ... - :.'••_: -_ - _ _ — /irl/ / Ill!//111111 _ _ `� _ iI° t•:••::. ,' ,-__ / i"/ \ II J II I I I ( ( 1 1 lr -1 / ^-- _ _— --" \ _ 1= •�' _ -.\ 4 � -. _ 1 _\ M., i - ..•..r��i,� .r:: 't : 'y' _ 11/11/1! ,� \ I 1 i1 ,, I I I I I I ; l 1 ! ;I 11 1 ''— • __ -___-_ _ __ _ _ _ - __—_—=-_ _ -� -�"-.. �� \` / - � I L=_�'.'/ I II ,� r III 1 I, l J l ( I!I ! ! / /'� � -- - - - ' �,• •. \ --,-- •3 V-, ��` _ �\ \ _ __Z Z__ - - .` _ - •r '�•`"' •�'�+� r'',t•�'i 'r�Y. -,« -_ •�:�R-}'. 'T \ -�- \ \ \ \J / /' Y i.�:r-,• : L,— y ........1` �.. D/ l + + l � ( i ` I I I / � l / J 111 !I ; l I�l l / // / � // " '1i' / \ \ \ \\ "'Y Y• '` ` \ \ \ \ .. ` \'S.• -., \ v -_ +Jl u _ 1 a ` \ \\ � / • ' \ — '. \ .il;•ry� a.,w f+'f': l;: •.i •"t j \, + ) 1 �' ')J 11 1/ / , l �/ I l / l �f • \ l ,L l / ^Y.J _\ \� \\..�--: \\-a C'-.. _ '` \ ' 1` \\ , `o --\ \ / \\ \\ \ \ \ \ ,\ f \` J / b \ \ %�/ / \ �i .,at, V ` r .:::i''•41 Mn'i;i F.,• +/ f, I it I r I l -/ / / (� �,•- 7•_ / \ \ '� +. •.• I rl / \- _ \ �`..•\ \\ - \' 1 \ Ifs `\ \\r) / \` 1 - - - -- - -- � / '` i ' �=y=.\'t'C''•..:. ,:� .••;��%ry �jl `�'• - 1 , , / J I 11 J l I , � V / \ ` ' ,I ' , ' } \ \ `�_ •__ ` \\ �-F3.� ` \ \\ �� J // 1 \\ � ^ V r 1 I / / �.---- _._. `•Z_ -`\^___ \ ( iii � may'-_1\�^ `93 .f^�..+• � J' / / / it j I J1 I ! 1, l / :T \ \. �,.— I � '�.. ' \ a'.. \\ \ \ \ ,,- S `II / I � \ / / Z -- = — = 3T' =._ _�� `=-�'�1\\\�� /i'i'� (4' l 1\'� �\\�\ 1 / , / r � I l /•"1 /J •! I 1 •t a.-- \ \ � i J r - _ `\ \\ \ �\' , � � `}.`'1 1 \ I ' J // )(-�.." �_—_ �_Tn _.S){�\_1� \ \ \ �L\y'j-\,`.!\ I I\1 \ `tY�-(J\ - t JJ % M 11 / III' -I Y •I _I r� .. - - 1 1 •i ' ` -1 r14_ \\ \ 1 , 1 I / / •( >�-- �'Q= yi'� 4` \� 1\ \\\\ \\YM ✓ \v/ \\ \ 1 ��\�� '�� :\-' -7 —= rp ( / jl I J t9 7T-0 \ \ •iw i / \ \ ` 1 ', \ / 1 'il.. --_--�— 1T_-="T'""_=�-- ~\\ \�", •�\ \ , 1 �� \`'t\\� \� \\\\\\\ \\.I9'-� �-•�_--- .: i ' ! 1 7 1 ' - ✓: � N 1, 1 ^:! i 4 1 �\\\ =- _ --- _ \ � �`� �\ 1��' 1 I \>>11�1' il! ► 'II + I+I1\ < � ��`�•_ _ � � 1 / 1 ' 1 / \ ' 1 •\ .I \ \ I\11111111111, ////)�Ij111111' ,II \�\�= __`- \��\\.. -� / // 1 II r' 11 l /\ �,. Ifl (!'' \ \•' 1 \ 1 1 �• ,i i , J I . \ 1 1 llt�1 � 11 / / 1/ I • rl I�'��; �---_ _ _ � \\�.�\ I ,' •� , / f 1 INP7.5 �,r/iii. ! � \ .�-_ �==-= -- _ 1 / i / \ \ \ i �11�,n! -- � r _ 1 , ! , 1., \\, ' '�' , ,- ' • , -- f I } 11 1111 111 I ll� -� .- / � r1•l'Ji�\� =. _=--f- ._ � - � �,�• \ 11 I I J / I I I l \ \ \ 1 ! 1 1 �r-- � � 1 � ,, 1 r -' ''A 1,1'11% r,_=_,=� �`I �\ \\� \ / ! - 1 ' J I I i 1 I 1! / / / -- \ 1 1� • \ l 1 I (r \ 1 1 1 JJ' / �'- 1 � 1 \C 1 �/ /� � ,: -- 1 ' 1 �' I II I1 / \ 1 . I I � • 1 --- � �,, ll� IV \\ i 1 1 ' ;.�� • � �-, 111 111,x` ;� =-._ � : =�.. /i�/yo � � \ . �\ ,,: , � � l / / / ,Il l /,I, Il , \ � I � 1 I � 1 t } / //ri\>k - `I �1 � �\ i I u It, l •� \\\�": _� _.. �* .-� s ---- -Ux_-f 77. i ,,11 ( -r \\` \ \\ \\,, / \ .u•~ ,. _,- I Illrl , � 1 • ,.._ -/ y � '/ i � '" .� � � �'I JI 1l / / !! � \ y / / I / 1 / 1 it \ -, ._ - ,.2 \ �```` - _ �✓/` t 11� � _ `� \ 1 � \\\\ 1 / �11! I - '.. _ J/ /� �/ •/ l lJ �� / � , I J'� 1 -� / I �. J \ "♦.:.,, / 1 I 1 �l, \'\� I "_- J /j 1� �J ,1! j/ / � / \ r� �!I!(IL j , 11 (/ i � ' / /. // )I '1 , `' / 1 + I 1 � I \ I \ \ .`l`.:i �:k". \ •/ � 1 1111 ' \ \ II\ nl!l l"'' / / // /,. J/ y, I,�I � I I 1 � ., \ / J \ / �,�'�r•. \ \ ,�� ' 1. I I 1 X111'`- \/ 1 1 � fr l / ./ � �� / / !� 1 I Ii / 1',Ii \ II / I � I / \, � � - __=.-`�� , ... .:Lk• \ � ��llt// I 1111 '1'I'`-'-'- -�-' / \� \ \ tiry / / 1�,i. / ,�-' 1.; - �., i7 , / )1 1 �l 1 \ 1 1 / ��, _ ;•// / _� �`� 11 'y`':`' ! I //- - ` I I Ill 11 ��\ L � I \ \ \ / 1l1,,� / / / /� � � ! ' ll/ Ill � ,'1 1 ( \ 1 1 ; , • / / ^11111 ; l I i I I ; --}� �, // � 111111 111 - � 1 / f// �, ( 1111 // \ 11 ► �1 '!!~ / t ( I l ! ,• �. 1 ,d \ / 1 ', ,' . I I \ /// I I �. I \ -,•_ � ► I / / / -� �• I 1 1 / (/' 11111 �� I- 1 �1.\\ / 1 1 \ \ ` . \\ \, � 1.•I � l ► � \ I / - \ i I II 111 h, ; , , ... \ \ �i ----- \ \ \ 1 t•i'-\ \ � \\' �\ 1 _, , , . -, , 1' 1 f i i s / / \ III h '. , �' 1 l l �, \ � - 1 \ 1 oof 1 1 \ \ '\=` \ \\ �°� \ / ` 1r1 I J l l �° \ i 1 \, \ \ ,11 II \ -"I�III I ! I ' �, Il! ;� ,- - --- II I�;./�,��/� ,//llllll �7 \ / //� � - --s2• 1 •�, � , _ a 1, `i•. \ \ \ J J � / I \ �. // / \ 1 I I 1 III I t 1 + : 1 -4; , , ._.... — / I / / / 1 ( I I' �: / Y / / .., �./. \ . l ./ \ � I _ - \ \ i I / 111 ) I I /III 1 ,1 . �.',. y .,` / / I 1 1 II ( _ �. ` ) • I 1 °'\ \ \\\ \\ 2 - I 1 ,! 'I 1• \ (cam �" \ ,JII11/ ! 'I lll��r �\ !1111111 I 1j .,.; 4b .1 '1!111, � � l ; =�� --, n'—ter �1 11 III i � / 1 ' I I �J.�, jo. I /� / I l,lt� 11111!' J Ii' iED I ��+ I 1 \ 1/q✓ 111 \ 11 ��s.__, �r l - ' � 1 I -�, \ \ \ . - �' '\�� .._. _ s• \ ! �' � --- _-- 4/1 fj1r/1 / 1 i I /111 Illi/ / - 11111 I(I ;1 \ J,. \ _ rkk \ ► 11 , I I -- _ I _-�—_ - �) 1 r/ ��` 1 / 4 - \ �� k6 \ - 111 II 'r - : ��'�� _ • ��/ l / /I / d I � /ij Ill 111 ! 1 it I , I'� �._. \'\ / / / \'\ \ .__./ �; ��;�_ � / 11,11 - 111<�' • \ \ '' � I '� I 11111 \ I / 1j / IIIA\ ltl \ 111 1 I ,/ I ,,I �;,�,; \\\\\�.-� �^,\��\\�\�,,�\, / / �•� \ / \ / I / \1\1- Ile- I / / I � III Ji ll � \ r'' !J / \ �1 )ll l� `I'l��`�='= MW- MW- \ _ II .•,.;; -u_- _ -e, _ t /� / _ ------- W I AD '.tii . 1 // ` \ .,L• is `.ri.� e. \ \ tea- = fi•.•./ _ __ _ - —..."' _ _ _ T+• _ ' ; '•"_ 4D ' 'ra. t I 1111 a\\I \ - 1S ;`F �Y ?(,•r \ f3 ` ^c_ - / �i // - c - -— --- —Tw ` l/' �� 0 1 �:;ter / \I\1 \`/ \ � .-. 1��%r ';f~�i ,� /' \` _- _ _.�/ /'-'r''...r•..: _ _ `,rte--" .— .+. ,, ••• •t:.. � I . :!'-1• 1 ♦ \, 1Jfi1•t:-.�'Y.t ,;; J \ '`y'. <.1i ia. .;..•. _ ✓,'-: C�., 't�.•'...�^�I`n✓.7 _-' .Y:.. ,C,' i:: f. r.i ^I'•4 .`f �'.. i.L•. l -i' ♦! 'v. rJ. •I;? .,(,•. a / }. ♦. \ I \ •i' • ...N: "ti^... '.•:. t:a ;2'.r �.t✓•. �••-.a ,. ': ,{i 'r. 's +. !•':'` y'y ;t '•., .. �',• '"r.y 1 �'• :ti•; /cv3 y.•'•+4 .�' \ � r:ri-ll': '3`. _.,,`�t / 61. 'i: ^f.s• Y•.'F� \r:r . ..f. N•.3'1. .0,. . \r;•...•\:i -•t h. 1�.S r..'l•r: n,'i :.`.. .i..0 rl •.r' � '1 r: �' c\. i. i• 4�• .�'V, ..f+" F•Y.,.. a- A .:. .Ct y''").. .. r4• . \ '::]'.•r: ,''t o'• •�.• ., _ :'yr .•ry: -IT �►•r' 1 •.�., 6, 1•t: .'.., .t. '-yv. :1. Y...• •si r• '1', :i.!'••+r•. :4: Q•�3 r ••,n. \ -1 \ , .,v .1 .a', . _ a. . �•,_t, -.a!,. .�. Y. ?• - •. .o. •1• ��( .L 4 .L.i . )• 1 _ \ °•.i ><. .i . t. '•.�.• :',�4..• • ii , ,f . ! ' . •r . `tt ,., • ' 7 :e..• ✓.c.` •C.. '"n- '..tt'(�� e �' :•'�r,11.(_ a'Ji � .{// \ \ ,': .R' fc• .'rl. :1':' •• 'J'a.: ••.,. 7•. y! .• Y.•• i •s.• .n'�r.. -r-+ r,'t ,. '1•.••i' Y'.•. .flY? :'t2.. .r• Y > ,., ' ."" '11 • 7 tJ!' r: r.4• • v.f . _ j ry{.,- •' •'i5 {t' .•':: .L • •i: 1 •t+r '.",.. 1 .t.. t . \ 1 f..!!••'+h • .wl.:. ' -Fr' ' �'.•. Y, : 1.` (yl�': ^'-• i A..• t• !a, •: �i'. ' t w:. • i1 1uS{{''{ ! • a 17 •''L / '...3 /:.. •'�• .•wi' '• Y Tr y'r •` ./ ,r .fra s .r /. i• '.4 .•.� .e , Y.0 ,r.. 'Yl.:. ..• •% �..:. .F•':T•i'•• � �1 ••,.�\ •r r-. ';Y. 'i •. f...•r ,.:�.•T o -{ .'A 1{. •• •!"� "''�.. .J', .1.. ?}�• `5 ;�.itl..• 1 i•.. r` ti• '•/. I . ,'•...;,:r+ �14: '%'i .,,.. 7r: ♦' a�tiJ• •t.r...`{ C,i: X+�.• �ti • '�' !<•+- % � `�'• .... Y r .�v�. '!{j,p.'•j�J�,�.' •'•-1>!„ M.'Y••�r,,:' -r. .fir .' ter•. :. r'" r.. �: `L!. LS� \ , ^�r \ t' \ \ \ \\ a•.""1':-•�; r� •'J•=:'.i •'..^'•'r•1•'ll:`r•l � .. }.••+�. .y:l..: ,v^✓, •yh. ;., ..�..;:�. r!•.�, r-r.,;I 1 sC;• �ae.�.••.",,i`t :..- ..rte :�' •J• f„ 'oti •Nw -/• - ...+ . 4D 21 ............ ' - �Y'�'^'str i lI �� \ \ \ 1 I I \ \ �' ._"— _. '•—"– _ --- r.- - — — _' ` � `?� / 42.0 v/'` •, SXR{',' X111 a. \ \ \ \ ! + - r-- .� \ �'`��_� - -�_�• _ _ _ _ - `\ ••lh.s` 59.0 59. 1 ) �' ��f� �(/1�`11j' -v'.• j. -'- _ / o �`-------.-,__ �:..,;r �; / ..�� , I T 4/ihl. ./��\1 �// i ,� ` 1� rig , a/I \/'/( - = - .,�i�j'/� moi/ _ • y l . \ �Y'•. /./ = � �= � \ \\\ \ \ 1 1 1 \ / ;•' l II I y�/ .i 1 � %/%/ � 11 ~, I �d �1/ \\ \ •\ \,,`� L/ /l � / ' , 1 _1 � '.`-'-„,,�_. \ r `i ',. 11 ISI \\\\\\\\ 1111 \\ 1 P Ill /�� ter% �l+111)111 / i l\\\\\ \\ //�/iil \ /r / 1 ! ` 4D 21 //J \, f J / / ,11 \ l 'ir�/y� "j• .: 1 IN.I /./,, i 1 ,_��t ;; �� , (I l \\ �\\\\ \\ / \ s •,// I ( `. \ \ 1 111 / r I 1 ! i �{ 1 \ � I I ) n \ \ 1111 / • \•�`�i � 1 ! • If lit \ MW -6S \ MW 6D /'Ir(j ?\�\\�\_ r J� •1 �ll'��/ II'Ill I/ 1111 k /0`J / (ll �(��. �\ \\ ” �\ _ , i - \ r -ss x �\k\ v oti / \�� / / '/ J APPROXIMATE.,LfMIT OF WASTE , I ll II ISI ��' � \ ••. \� fl �1. -I l \ ` \�\ r / / / / / l \ Illi II , 11111 \ , - 1 1 \ � �� - .1111 1 •�/ / / .\_ �, \ .. \\t � )1 ` -- .` \ \ � �/ / � �,_ -��,^/ // /�•�� ,' / J � �� 7 APPROXIMATE LIMITS OF PRELIMINARY l_,• \ ,.13 f / '\ , \\ J • I ✓ / 1 — -sz_ \ , •� J \ 1 � 1 � \ \ \ � J\ \ �� /%'� � 5 / GRADING OF RECHARGE BASIN N0. 2 \ // J \ \ \ _--- / .5 F5 9. 051 5g .6OMPLETED BY THE TOWN OF / _ _ /// - t- - ,-----'SOUTHOLD J'� \ \(\ / � \— - — _ — 4D 22 .,1 V \\ \ \��\\ia\\ \\ \ \ \ { /� / \�?� 1 I ) \\li— �/ \ or_. ti .___/ = 36.0 ' tx.25 _ -i i " i r •''!r'•' I .-. \ \ / 1 \/ \ i \ � -5•- \ y'I •�/l //' ( I y t ��-oti r � __/ .- . . \ 3j f . ' \ \ \ P\ 1 y ,/ / \ 1 .� \ \ \ - r, •--' \ �/ / \r' I I l l.i lt. / 1 \ }`t.l,ti / ,�' -�� \ \ \\ •� \ \ �. l / ;,,///'� ,,,, �<.,-s. 1i7� ,.,_` APPROXIMATE LIMITS OF • 1 1 • \ ` - ' ' ' // ! 111 J %/ PRELIMINARY GRADING OF RECHARGE �. 's \ \ 1 \ \ \ \ \ � r / ' \ � ~–• •sir_ / •`� Z `''� ".e `--' _ _ `=.\ \ BASIN NO. 1 COMPLETED RECHARGE BASIN :NO:. JIII \ _ A L ED BY THE �2�� 1 \` \\ i / \\ \ , \ �� \ ,�*.. \ /_ �'� _ - TOWN OF SOUTHOLD o \ `?^1 �'• 1 \ 11 i �✓ \ \ ,\ \ \ � -— -t-�-'�,� �'�,:. � '�!+-\� � � �\``'\�_: d �,I) .\\ (1111/ \ 1 1 / r ;t J � r �~ - '`::_' � 1 \ \ \ �\ \ \ \ \ \ \ \ \ \ I ,,/ / _.�.,, y� ,�,� �,., �,�„� _ �.�,"•>r;�..\ ' ,•\`-- Il 111..,, 1 � � �\ i ,-- -- _-_ 5 �y p ,-• ^,.„ x -'"ice' 1 ,, y / \ , '�•=�•��, ` �,••.� \ • +I';.w. I / \' \ "••. ��\\� `'1 \ ` \ / i / _/ • v.= �� / \ ,ay:•�at' c . yarr \ L1'►,tyv'`\.•..-*��a,,, � / � \ \\\\� f_ /%.� f •�Y.•! v / I 2 \\ 7'% :. \\` _- - — \ \ ' \\ \ \ ,t1�11 ^ \ \ \ \ ` Sz \ '` \ .. / / � �� 1 I `t, / �� \ � /�-4� •"�'"Y �`�+Z`-;�' �,�._ •: ��h.'.'��J 1 ` �/ 1 J ^ ..F �" / I . � �'ti -- ` ` I I I 4D 2 % 3 ,\ '-VF,��'✓. �. y`.- -'`` it \ / /�� / 111 t�,fl� � - W ! - /i�_c`'` �`� - ` `+- �• � 11 4 � \!► 1 / ` / / 1 1 -j�/�I \ \ f '' ' l 11 l+.t. r � r 11 !' y' / � I I I \ �/ ".°�1'`i•, :"t '• i'* r •'.'"i>r'� °w...;r, •:-_ _ o . , /'�JIIJ tet' -. _ _ 1 • + I Y_ \.�a •r::r.•r•. _+",.. ••.. - .1\ \�i� \ \ \ t•_- \ r_.r ....a/, ', if'�`tn,•`.+"• ";,- , \ - / r / ! 11 _ \ .,, •'-, .:'.fi''' ,.I <.: t;•,i,>a :'.`tii-/ ^\ \ � .(/ I •, , \ — `-,'4`t_' .,•IAk,'""_.,!!+`�,,,�� / '1>• ( 1 '...�;' ! i 1 / j ! .] " r Ji••` •r+. •. r' ,•»'M f,• 3 y r: .. y a - �• _S-.• / ` \ \ .r `- / � — ✓ 1. I ♦ _ ••C'^.-...,�}h�I 1 '': ° % I i V Ir J \ .r-..:�T..^i i� ;l'�.•.t ,s•.• k — "L� � - V B'- _ '1 `- `►ty .1 / / ,tea ' _/ J /!r/ v '3 ') I , Y \ 'i';' �• 1_ .,i ..: ' ��y�r a �''r�'•`'"'.'<i : \\ \ \ \ -51•"r. "' '"��\� � �'T'` `; �` ,. .�J.� \ 1 � \ ''� _`-.�LJ�I � l 4,,A � ' j I _ •� \1 ;t• int ��--.. �r,i F1.�\•'•,•ti'� r�— -`� \; / \ I - t•\ \ f _•a 1 _ '' � �Li,( / ; l I ri ;..' i,:t / ' \ ` 1 ' ' . r`•'.::_►�Zrr.:'.'; `T'` 7,: a� :i, , }" 11.x., y'� / / • \,,,- .-_ Y _ \ Y. \ / � 1 I ,(' I / l r _ RECHARGE BASIN N0_'1 'may, -- f!-�,,•�`_.`,d,��.�',••r ?>♦� _ -rn:- ./ =� - .. I / \ Vim'!. I I 1 I I - l I �' ✓ / `�-__� •r:'„ +r „ �t,, ;•<.�..t, 1 I {1 1 MW -is / — / ..('�,•�:. ..a ,.-i~�•r,�f rt ,i ' Yra r\.:, \\ \ %" �\ '�- Ij /- // j \ / / - - '- - . _ '/ ►� \ w 4� *�, _ * ' �•: .''��• '�;•^l�'urT�. f'. w; . ;1 ----- 1 ;1 I \ � /--� � MW -1D C, �>'- _ /' - J :.• 1 / - -.7,` J,1L�✓�� u.. �:�,`•:'.ti 4.7] �__ J I I I I I j I Vel / I g 4D 23 ,\ h \ .1 NO. DATE REVISION INT. UNAUTHORIZED ALTERATION OR ADDITION TOWN OF SOUTHOLD PROJECT NO. DRAWING No. TO THIS DOCUMENT IS A VIOLATION OF SUFFOLK COUNTY, NEW YORK 1314 i SECTION 7209 OF THE NEW YORK STATE ` EDUCATION LAW. SOUTHOLD LANDFILL CLOSURE GRADING PIAN — SUBGRADE CONTOURS DATE: (REVISION 2) OCTOBER 2001 PROJECT ENGINEER: DRAWN BY: ' I f7fair T.F.M.DviRKA AND eARTiLucci AND REVISED ROAD- CONSTRUCTION GENERAL CONSTRUCTION SCALE: DESIGNED BY: CHECKED BY:1 ~-60, CONSULTING ENGINEERS r A DIVISION OF WILLIAM F. COSULICH ASSOCIATES, P.C. r 1 x Wil\ Q�22' •'= � ��\ � 'Ty___�=�_ _ _-_—rte =-+cam' `-'= �^ =�x� - -- ` � r �� .�TSi�'•� _� � 1 / -- ___�� JZ —`•1��'�_ �- .� — -----= � �� _•-- — �-•� "_ '� �_�^� �1 art �'^``� � �!_ � j �'- — ru `'J �49 J \ 1',`I\\ \ --1 \ //��!/ �11�11J/ 17E!11 IIIb /�/ll i,l,J, •.. ' i -�•- `a`- � �/ � r l/ �1 `` _ __ 1.,,;�..� �N ARG /'i"3 $i !! 0, r% I �1I11/! II ! I /� II► \III/ I-, \ // / \ 1 i \ \ - =_� _ - -_ _ _ \- 11 1 \ !!/1 II' 11, &///' /'Ill Ill Ii ;' r/ 1, 11'1c hh�...ali� _ Ito lrlj�, �,JI 111111 I/!! � JI�JJII I Jrl r If Jll I Ilr Jl �• \\ \ \ 1\' \ � I ;,/� r__.��_ ��. _i 1` � �-� // s1.o , r//rI �/f II'� II 1 I11JJN r QUI Ih JI ! / Il r 11 , \ 1 I -_ - _ — !'�� \ \ K — ,l \ RECHARGE BASIN N0. 4 'o ! I, 71 i11 Il�/ /11e /I lr/I / J �l 1 � IIII 1 \ 1 11 1 !! I 1 \ , , _ _-_ � -- � _ = __ � ` _„- \ � � I I Irll 1110 /1 ! 1 II I I ! 1 , -- - - - =- , \ ) I o III IIII, III/�1 1 II//// % lr ►r rill 11 I,J lll� I /11/11 l I ► I i/ / ,F - __r ' \\ \\ 4970 1 - -- --- \ \ )I 111 I' ' \�� 1 1 1 } �/ ; 40/ 1 1 IIII '• Il ! 1\ 1 1 1 -r I / - - - - -•t -_ c \ \ , /I \ �\ �\ � rl./,IgJ // 1 , E ll Il�rll \ rl � a / �{ I I I i I i t I l ,a � _ — \/J/\!/,x111111"I'll1I� III �- _ 2 % /1,!% //�• r�i r! J l�1l / ll/1 \ it I! ^ , 1\,\�j ^ )11111111 J1,lb// %l / !!/, 1, 1 'llj ti / 111!/ \ IIlI 1, I I I 1 I I I 1 I ,- I 1 1 1r 1, ,1 ) "! / `- r -_-�_ \-5R _- —_'__ -- `mss,-_.. a •, -- \ ` = � , = � -- _ - - - _ �� ,. \� -- _ - - - S — ./ � � ',l//� ' r l lr l \ I I I I I I I I I 1 • ! 1 ; .'/ /r - -, ... , :., s _ - -_._ - V 3. �, L \ \ �� - �J I� - - -j'rt� �L/ f � /r 1 /IJII 11'/f 11'// 1 j (II,I jl I I I N I ', I I !!1 Il f 1 � I / / ,� _` _ ._ --�. \` \ ` _ _ _ `•, �� = _ - _--' bo: \ ' i -' ; '� - - __ •_ - - - - - - '• I ,,. � III II \ = (r \ ! rl 1 t I I I I I I I I I Il r Y' / , / • / a / •'_"'_ ` •]" _ �` T` \`\ _ e - ` , - — — __ -- \ \ \ \ \.. - a --.,1.• _ - _ 77 E QAh 5 .\ \ \ \- � -_ _- - °�E � ' � -_ --=-- _ ` s•. _ - - `'-` � -- � : �' \ � \ -- - -• _ \.\ , fl i , I I 1 ► ! x 1 r/ , / JJ I 1 / �� / / i • c-- � = ,-- -- -.' -, `- ,- �°-`__ i\ � \• --' ' ., \ - \ _„ \ _. , ^ �~ , -- - -- \ / , � \ yJ._ �`vt„ D I I i I I / / / , rk I JI / // / / \ //\ \ � \ — \ \ \. _ Si\ \ \ \. ,,. _ -Jf� i `►. \� , � -- i \. \\\ /- \►,. - - '' / I I I I I .a i I I / IIII , i I / � / / � _' -." � \ \ � \\ -f '\ \• \ 5,• _= L _ _ t..._ •\ \�\ / \ _ � -- -c _: -- _ - - - - = ___ \ — %\ / - � -�� / I 1 / ,�' II r / ' / ! / iJ � T - / ,\ + , \I• i - �\ � � \ \� \�'= _- - - __ __ - - _ � �=.-�-�\:.. .. r' ,ill 1 1 ' Ir \ \ �_ •'-- - � ,..� _ _ \ \\ �` ' I i 1 � '1 / J ! / / I �, �-�_ '=-_--:.5--�-- 2� _ '^_- _=.�_ _- _ ~� � /__i-�� / Y'= \:� ,\: i 1 � / r / / / Il 1 r JI / / 1 � I / 1>' \ \• u•— 1 , 1 � \' — — �-- � �\ \v '\ \\ � '"1\ �\ •' 1�!/ I ! % / \'/ / / i _-y � � \ , —_ _�L �'-SS_� \� �r � \ \`\ �/ '� (�r +I 1�`\\\\\\ � \ / /'\ / i / * / l' i l + � \ \ � l f •I , J --_ \� \ /�- \\ \ \ \• \ 'a t, 1 t p1 \ I / /i { i I 1 l I 1 5.0 wb!'' i \� :� ` ✓ 11'1''�i.; 1 , ! I 4C 21 ; 11 ,_ \ � �� 1 1 \.\� I� 1 I '\ ��a'�- _`�_- -- � • / /1; 1 / ,/ , ' / �' / l �r/' �I I 1 % / \ � \ I i i I '� \ 4�, 1 , t\; • 1 J 1 � J I I I i I Lj77.5 \ '\ , /' — — 1 �yh.l 1'11 11'x111}' 11 //////j///JJ'lirt'� (�,,(., �� = =�=.ir \ 'ti r / / r• I // l \ \ \+ \ 111\IJ I � 1 ------ \ } \1 1,`\ `� --" / , ' — \ ` I Ill•II 111111 'l�- �":---J_/�"/��//%�!tl� �It�� = -= ��; — _ \\ t+ ; I I !/' 1 / 1 J ! �; . I ,, ,, /' � � \ i1�1111 '' 1' � - "-" �� ,;;� ,��s✓i/, - -��\\,��\�\� \ \\ �� J1c I ' 1 r I, ' I - .; +1 1 1 I , I I ,- _ 1, \ _ - _ - \ 1,111 `� �" ^4! /r,,�! ///jhr •. , \\ I / / I Jll;, I 1 I \ \ - �- \ 'I s10 . '\ \� '' t \ .1 + . 'J r77. _ -,�'� ��'' / \`, 111111 r,1'�`- / � ! // � // / \ !11 �ll '�' �1 �/ \ \\�. 1 1 I + /' •r 11 � � \ \ _c 1' 'I `'` ��,•1 ,. / % ' _ --- --� 1 � \\\1; \ \I` /, . I I I I I} 1 �'. ''' 1 ` r � / '// i� I i �'ll 1 /l l ; ,I •� III 1 \ \\ I � / � 1 (\ \ z '1 � \�� -i,l' + y •t :\ i 1- `\ �.�\,,�. �� - J '• \\ 11111• �' /%'/// / / � �//;l ' ! I /, - ' ( l 1 `\ l / I � \ \ - - � II \ �• `� �J s7.o l,��,, \ ',1�� ', � , \ � VII'/ / � / ` / F11T 1 t — � h / , I / / ._- l I I I ' I'111M"'- / '• 1 \ l/ \ �!`�` '� %,��/' / "`1 3Y /. II 'II !r 'r 1 i a;\\ �J r- - / / \ '1' } 1 II 1 ,li'•' l5,•\ ✓ / / , 'r ' 1 t \ (> �� f/%'1! / \ / / �� J, \ ' / , / •/ �+- f II l� I I I I ! I \ I — \ 1 _ ,R IN ,::\�'�'•I /, i I 11 i'F.---,---•-T `-"" ",1 / - ' --', '`e t\IKI 'l �.,._ -26 f, / 1 1, �' , \ , I it IIII .i / ., • !„ I__-- . , I 111 '� / / /" `` / t+1 , + � 1 r 1 \ w /' I1, �� 111 <, t 1•\ II / �_-� i.,_. __ '// l.i/ 1' \ 1 / //�f �11 Ir 'I I{.j { - _--'' ', \ \ � ,. I r / r ,b� , 1 •? r \ t � )1 I Jl 1 \ 1 \ i9 - __ -_ // / \ _ /� 1 l •/ �%%I'i 111 I� �•\� c � • 1 \ - J �,�'' / � II1L 'i // / ,� ! ;� , 1 ; . 1 � 1 /-�. \ -. / /- - '� , ,�{ •� , Tilt: `-j '/ I '"r'' / 1 1 I 1 � ;;- � j;l,l l ! !!1 � " ' E � {�1 / =- r' l�rl. II. --r,,r �•�� ,,. J / i \ / /; , ,�, - }'• ;I',`1 r III `W. \ 1 /y J //^ \ iii 1 \ �. \ \ . — — `\\\\ \ ! 1 \—aa• _ I�1 � %l/ /// \ I `\`' I / I / � . t `1 t \ I'' , \r • •\ II' I V\ \ /'/ t ! ~� 1 1 , ; . \\\J, \\_ ' �\ I �l � ,l l \i •,, a \ , \ - ,, ► ► „ I •, �, r 4 ,; , �.:� I ; �„ r ,,,� ' , >, � „� /�; - . ;-; , I ' —' /(_.'�/ 1rlr,a \�I , �j/ - �► _ �, \ / \ \ \\ \ \ \ \ \\ / '� ! I �I I V , I. 1 \ 1}11 il• I 1' i 'C I lr �//1/ ', ( it `i ! / �. •Q �♦ "'/_ /"' ,y -. r•"i'• , '{\ � \ \ _ \\ \_ \ / ..a 11 I I r III \ 'I I J IIII \ J 1 � + / ' l i \ \" I . � ! : I `j � — ✓ ,/'J r' ` i / 1 , ! ^ i 1 o F t`\ 1 / r / I /� \ '` 4 _ - -" f ' _ / -J �. \ t`s \ _ \ I 1 I /l / � ' \ �� \ / / 1 / Itt 1 (� I; Ilill `"' -` .! l ` _, t, ,' ► 1 Pr -- _ r � _-- ._. - •.-.�--.. ' '\ 2 •�� \ - _ r1 //' 1-\ 1 :, � ' \ l I \ i (; 'I'I' I' -I` 'II lit E {:'` I, 1',t'.'�;,,1 '� 1 ;�1 J, •' `' .' ``-� t' _ ,, \ � _ ( • 1 � . \ 1 � � � �\ \ / `' � I, 1 ! � 11 I I1, • :\ { .rill! t'I' � , ,,•, , ' �,, `\ ____ '� \ � lr � l \ L / - _ate ��..-,,,• �,. ;' /j r \ ''/� � t� `' )11 1('I t I' �l .f 1 (, r r�• '11 � - t \ \ \• — � .1 l , f�. .. �\ \-� - l II ,I �.- r },,1- 'i,,r1l�• r 11 1�r ':�' r • i \ %,'�;f � ,1•'i� , r` r. \ _ _ � t r' .i I \ � \ J`i �.\ � 1 1 11 i � Y '•� . / 'i.; i : � �' \ ' ' •� t ^ 2 r a. , ` \ \ \ _ - \•�J, `,''� �\� \ a _ J A, \\ f \ �' 1`�_` �� _�' I r1 !l/l � � I ri � 1 1'111 ' `.;,�, / I t \\' jr`r! ,ry \rt ` ` , - "'" r--` -• ' ::\` J'• I ° •�=' Jr/ N �'�rl •1tf \• / f :f f 1 ,r•'.I / , � \,.,\ \ \\- ►.� \ \\ �, i u: '1�. — ,II -- i - _ _-_--; __�)1 -• /l�%l,� I ! 1 �Jill / II ;r°I ,1 If ,F� ,, \ `�."� f / , � l / `�� , _ r'100, / !. , I I ✓ r j 1 , I ! I { \ 1'' \ i ` ' \ �, �. . . , -- R \ - --\ � \ 1, \1,\ 1�1 J/�'•` \ \\ ,, � � I / y.. `/;r'Jl 1 III 1 fll! t�',Illi'I• ' I t r \ •,'\ --=- __,' , ., �; ,-�=- X \ � I . 1 - z \�\\ / / �.11 /,. /� r!I 1,l lI I1!/\.:•':`.'►\ �.` I' \�`:I'` "�.� t-\ / / / 1 \ •� V\ � I / �� i I I 1' i' I // "• y,I I' sir. ..-y V � � 't000 ; \ - - _. is _ / \ �' _ _ - -•._. -' !_,._ �-' ice' j -� _ _ _..______ ___� 58 - _ 61.0CCESS - " ROAt} -U' � \\� ,., � / -\ \ �•f / � MAtNA Q FSS 1 •+./ / r _.,,-- �-��-. \� t•\\ \ \\ \\ \ •\ � , \ / 61.0 + �\ \ 11 !,\ / i�r+�,,�� __ r.- '' // - _ _21 I :I � f I yy, \\\�\ \ \ 1 1 , ; \ . \ �.—_ _._.- -*- ____. _ _ -, ----- - ___ - _,_,,. - f \ -C • . - - - 17- -� 59. \ r / }, w+:.,��_ - +4,:; �'.° v!•' T + "1` - - y - _-_ _ -- I y n • `\,.' � I � 1 1 �• 1 I 1 \ ,' •T' '-_-_ ,• -.�'/1 + .fq.., ~"`.~I,.M t _- _- _- \Y 1 .T.. � �Y'I i( -- - ... , `l `. Vlly \ ♦ L •`�../+' 1 / _. _.- _ f.• � -i'�/ �1 = ` , I \ 1\\ \ \\ \ \ 1 , \\ / f r / l / 1 � �// S \ , , i • f+/ ,' 4 ,'�y •i/ � t , � ri _ � • _ �a. _ � � � =�� \` \� i I I I I '\ �; \ � 1 1 1 \ ,� 1� \ \ � 4 I < ., l .: <� ` , ' I I t / 'r� s;1 \, \ 1 � \ ;� r :,�:-��,:•!' / / r __ ,_ - \\��.,\\ /j/ + 1 I / \= `• \1'�1 '1 r I ,t' 'rI� 1 I , \ 1. •• ; �. I s �, . __ __•�. 1,� \1 \\\ \ \` ,\ �\\\\��/ \\ \\ \\ � �• ,\ 1 /� \� X1,,1\\1 ��1 /�/ ,,Illl\ i 11 ^\v/ _ �� // •i-� 4C r MW -6S _s �_ \\\\\ ` -J- / \ .`,i•` ,'1'J '` i ,'' l %~ i MW -6D J ` / j�(I r r f == \\\��\�\ \ \�� = =- l - _ -sal_ // •,_ - 1 / Ee l'` '% / %r l;l I ' { \ �� '` / " f I tt _ _/ 1 III If f +' ��rra- \\ )\ \�'• \\ �\_ -. _ I _. -- \, r•b3•'� `� F, \\\v 4" \.�F /, APPROXIMATE LIMIT OF WASTE 1111'111 r II ISI I I 1 I r '_ �� \\�C`� ��.�.- \,\\ � =— - =F3 1 _ (i �� 1 \ 1 \ ✓ �j' \� / \\\ ( /� l I •_ \ \ \ \ I /r l \r,• _ _:7 n1 /� .� ,111,•`.i;;�= - _iii �. , ✓ _ _ _ 1 7 `t////%ii / 111 _ \ \\ \�\\ IIIA \ rte?. 1 ! gyp• - /}* -`;y / j•, , ; / zc APPROXIMATE LIMITS OF PRELIMINARY U ) \ I S2,_ ` J \ r s,.` - GRADING OF RECHARGE BASIN N0. 2 \\ J J J \ J / J - - \\ ;1\ . \, i 5 59.0 58. COMPLETED BY THE TOWN OF SOUTHOLD3 r \ \\ ��.\J r Jt ` \ \ ` _ \ I 1 \ �\ \\ 22 /,� i,` +�' /i':: t AP =POY �A.�•R� t!�LiS C= =:_ "14 PA.011 s.-� a• -c \` I I I \ \ \\\\ \' \� / \\\\`\\ ` \ \ \ \ �; ,;(J „ - �r,{�ra(_, \ , - _ .• _ .\--1 '� -, -- - — ✓/`. �cS'i !.0. 1 CO!I�'>�CD 'CY T.F!� RECHARGE BASIN N0. 2 1 \\\, / \ \\ \ \ _ \ \ \ z, /" \ �r� ,� «�,,x,. f- -, . J ,,s� ;�: - ._•,,� J`.: �_ _� .� /\ - .,. ` TC'�F�; OF S : �' H`✓IIL I \ \ � \ \ \ l \ \ / _- l I ` /'�/ �, '�-�..i.> •„ y�•'', �7' ':.ila.� - �`i:.1.'..,'^ 1/) ,.�,+i"�' '�cr ,+1,w 1; 1 � 1 '•'r'• ' _ .\ ' ' "3.'S'.1 .,y� r 'F ! .. IC.+ ./ . v I 1 \ \ \ \ �\\ J � �\\ \ \ \ J .� / •\ � II 1 Sp•'1 / ( ,/'� T'• .N•,., !1 ,,.. `� ,�^a.i14 s_:: "i.i� , ' _.,\`.•=z'•t^ �„"' / T = � � , % � t � .�"', ►J 11 II t;. j \ If V ' \ ` \. \ - 1\�C!� �. n\ \ \ �. - -- ` +^w . � ... a{ � 1�',' o�/ \ "^ .•" J .F! •a„ �,`' a ;." ,.3,�.Lh► .a ;� I / , � � / _ ___RRECHARGE BASIN N0.-1 ' �•, r — r .\ `� •,_ r _ / -♦• W A.D / '•'-'• ,, `r"- 4 \ ' mss. , %► ' F r \ 41 �/ 4c 22 1 r ' \..... _..--; \~. ,�,,.- ; ,' 1 I ',_ , MW -1S if / — __ _ •.• V - / / / _ -.,!'- -- ani i / \, •'_`i 5 / 4 / \ '_` ,i .... ' . ,...,,,,,_ Y '\�`. - r � ,,,�� -� f � \ J � /' E'! r' J 1 / 1\`- r \ � ///i /Fr --\1 ; � // ,\ ti MW -11D 4C' 23 M i� NO DATE REVISION INT TOr">r 1,Jw �`JTH" D PROJECT N0. I DRAWING N0. UNAUTHORIZED ALTERATION OR ADDITION 0 0CN 8 CJ N U O TO THIS DOCUMENT IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. PROJECT ENGINEER: DRAWN BY. T.F.M. DESIGNED BY: CHECKED BY: w-� DVIRKA AND BARTILUCCI CONSULTING ENGINEERS A DIVISION OF WILLIAM F. COSULICH ASSOCIATES, P.C. SUFFC? Y COJNTY, N` / YORK SOUTHOLD LANDF` CLOSURE GENEP,I-. ,. �ONSTR 'TION 1314 GRADING PLAN - SUBGRADE CONTOURS DATE: (REVISION 2, - OCTOBER 2001 SCALE: 1 "=601 . �.I Senior Associates Anthony O. Conetta, P.E. Dennis F. Koehler, P.E. Joseph H. Marturano Kenneth J. Pritchard, P.E. Theodore S. Pyllar• Jr. October 12, 2001 Associates Dvirka Rudolph F. Cannavale and 0 Bartilucci David S. Glass, P.E. CONSULTING ENGINEERS William D. Merklin, P.E. 330 Crossways Park Drive, Woodbury, New York, 11797-2015 Michael Neuberger, P.E. Brian M. Veith, P.E. 516-364-9890 - 718-460-3634 - Fax: 516-364-9045 Charles J. wachsmuth, P.E. e-mail:. db-eng@worldnet.att.net Principals SUNY - Building 40 - Nicholas J. Bartiluoci, P.E. Stony Brook, NY 11790-2356 Henry J. Chlupsa, P.E. Thomas F. Maher, P.E. Robert T. Burns, P.E. Richard M. Walka Steven A. Fangmann, P.E. Senior Associates Anthony O. Conetta, P.E. Dennis F. Koehler, P.E. Joseph H. Marturano Kenneth J. Pritchard, P.E. Theodore S. Pyllar• Jr. October 12, 2001 Associates Rudolph F. Cannavale JosephA Fioraliso, P.E. David S. Glass, P.E. William D. Merklin, P.E. Anthony J. Cava, P.E. Michael Neuberger, P.E. Brian M. Veith, P.E. Regional Solid and Hazardous Materials Engineer Charles J. wachsmuth, P.E. New York State Department of Environmental Conservation - Region 1 SUNY - Building 40 - Stony Brook, NY 11790-2356 Re: Southold Landfill Closure D&B 1314 Dear. Mr. Cava: As you are aware, the Town of Southold is planning to construct a new yard waste composting facility on a 17 -acre parcel located adjacent to the Southold Landfill. To provide access to the 17 -acre parcel, we have redesigned the 15 -foot RCA "maintenance road" specified in the approved closure design to a "permanent" 30 -foot wide asphalt road. This will require a change in the grading plan in the southwestern portion of the landfill. In addition, to mitigate noise created by traffic using this new road on the adjacent residential community, it is planned.to replace the chain link fence in the approved design with a 10 -foot noise barrier and plantings. Also, construction of the new road and noise barrier will require minor changes in the design and location of the swales and gas venting trench in this area. These revisions are shown on the attached drawings. For reference, the approved drawing numbers are 4, 5 and 6. A DIVISION OF WILLIAM F. COSULICH ASSOCIATES, P.C. Dvirka and Bartilucci CONSULTING ENGINEERS Anthony J. Cava, P.E. Regional Solid and Hazardous Materials Engineer New York State Department of Environmental Conservation - Region 1 October 12, 2001 Page Two Since the Town needs to construct and use this new road as soon. as possible, and in order to allow the capping of the west side of the landfill to proceed as soon as possible, your expeditious review and approval of this design revision is greatly appreciated. In addition, since it is no longer planned to -use the borrow pit in the northeast corner of the landfill property for yard waste composting, and the "main access road" through the center of the landfill will not handle the previously anticipated traffic, it is planned to construct this road with 12 inches of RCA rather than asphalt as specified in the approved design. The difference in the thickness of the road between the asphalt road (15 inches) and the RCA road (12 inches) will be made up by an additional 3 inches of barrier protection material. The portion of the road leading down to the floor of the borrow pit will remain asphalt to prevent erosion of the road (see attached drawing). Also, the 15 -foot wide RCA "maintenance road" along the northwestern boundary of the landfill will be increased to a 24 -foot wide RCA road to accommodate traffic between the 17 -acre parcel and the borrow pit which will be utilized for storage of brush and compost. If you have any questions or require additional information, please do not hesitate to call me. Very truly yours, G Thomas F. Maher, P.E. TFM/tam Vice President Enclosures cc/encl: Robert Phaneuf, NYSDEC Igor Sikiric, NYSDEC _ James Bunchuck, Town of Southold James -Mulligan, D&B 0 1314\TFM0ILTR-81.doc(R03) q ROAD 15'-0" ROAD SYMMETRICAL ABOUT CENTERLINE 3" ASPHALT CONCRETE - SURFACE COURSE 6" CROWN 4" -ASPHALT CONCRETE - BASE COURSE ON ROAD 6" HIGH 8" AGGREGATE - SUB BASE COURSE q ROAD EL TYPE II GEOTEXTILE , BARRIER PROTECTION LAYER (12")�` 60 MIL HDPE TEXTURED GEOMEM13RANE GAS VENTING LAYER __ -'____ 1'-6" SECTION "A -A" SECTION OF ROAD AND SWALE N.T.S. . VARIES FROM 2'-0" TO 30'-0" FINAL GRADE ow ELEVATION 48'-0"± Ln vl 3 4% SLOPE J q ROAD 3" ASPHALT CONCRETE - SURFACE COURSE D 4" ASPHALT CONCRETE - BASE COURSE 8" AGGREGATE - SUB BASE COURSE TYPE II GEOTEXTILE BARRIER PROTECTION LAYER (12'7 60 MIL HDPE TEXTURED GEOMEMBRANE _---GAS VENTING LAYER (12") 10'-0" SOUND BARRIER PROPERTY VARIES FROM 32'-0" TO 60'-0" LINE 30'-0" 3'-0" 2'-0" 5'-0" 3'-0" 3'-0" 3'-0" 2'-0" 3'-0" 6'-0" 4'-0" VARIES FROM 6" TO 1'-6" ELEVATION 46'-0" ± 2I 2 TYPE II GEOTEXTILE STONEFILL MIN. 6" ABOVE ANCHOR DRAIN 4" ANCHOR DRAIN �� III IIIIIIIIE .II-III,; IIIA EXISTING NATURAL SOIL OR -� PROVIDE FILL AS NEEDED (TYP.) SECTION "B -B" SECTION BETWEEN ROAD AND PROPERTY LINE N.T.S. 10'-0" MIN. 4'-0" 6'-0" 4'-0" 2'-0" 8'-0" 15'-0" STONE FILL FINAL GRADE 6'-0" 2'-0" ROAD SYMMETRICAL TYPE II GEOTEXTILE 2'-0" BEYQQND TRENCHI '-1 I -I I I- ON BOTH SIDES ABOUT CENTERLINE TOPSOIL (TYP.) VEGETATION (TYP.) 4" CHDPE SWALE DRAIN TYPE II TYPE 11 TILE GEOTELEVATION) 3 1 \ 6" CROWN ON 6" HIGH CURB ROAD q (ROA LIFTS STONE FILL SLOTTED GRATE / 3 6" ZINC I (TYPICAL AIJL T-. .- ` 1 COATED7 .. RFNn STONE FILL I r q ROAD 15'-0" ROAD SYMMETRICAL ABOUT CENTERLINE 3" ASPHALT CONCRETE - SURFACE COURSE 6" CROWN 4" -ASPHALT CONCRETE - BASE COURSE ON ROAD 6" HIGH 8" AGGREGATE - SUB BASE COURSE q ROAD EL TYPE II GEOTEXTILE , BARRIER PROTECTION LAYER (12")�` 60 MIL HDPE TEXTURED GEOMEM13RANE GAS VENTING LAYER __ -'____ 1'-6" SECTION "A -A" SECTION OF ROAD AND SWALE N.T.S. . VARIES FROM 2'-0" TO 30'-0" FINAL GRADE ow ELEVATION 48'-0"± Ln vl 3 4% SLOPE J q ROAD 3" ASPHALT CONCRETE - SURFACE COURSE D 4" ASPHALT CONCRETE - BASE COURSE 8" AGGREGATE - SUB BASE COURSE TYPE II GEOTEXTILE BARRIER PROTECTION LAYER (12'7 60 MIL HDPE TEXTURED GEOMEMBRANE _---GAS VENTING LAYER (12") 10'-0" SOUND BARRIER PROPERTY VARIES FROM 32'-0" TO 60'-0" LINE 30'-0" 3'-0" 2'-0" 5'-0" 3'-0" 3'-0" 3'-0" 2'-0" 3'-0" 6'-0" 4'-0" VARIES FROM 6" TO 1'-6" ELEVATION 46'-0" ± 2I 2 TYPE II GEOTEXTILE STONEFILL MIN. 6" ABOVE ANCHOR DRAIN 4" ANCHOR DRAIN �� III IIIIIIIIE .II-III,; IIIA EXISTING NATURAL SOIL OR -� PROVIDE FILL AS NEEDED (TYP.) SECTION "B -B" SECTION BETWEEN ROAD AND PROPERTY LINE N.T.S. GAS MIGRATION DRAIN STORM 1I ;1I_I, CONTROL TRENCH I 8'-3 I��►IIIIII� -I 1-I 11- I STO+ SEWER .1 1Ip UNAUTHOMZEO ALTERAMON OR ADOITION TOWN OF SOUTHOLD TO THIS DOCUMENT IS A VIOLATION OF 1$14 SE�°F TME NEW YOU "�dio) SUFFOLK COUNTY, NEW YORK ROAD AND SWALE SOUTHOLD LANDFILL CLOSURE T.F.M. CROSS SECTIONS °`T° 200' •F,Y• F.D. $® CONS�e ,DVNtKA AND ENDI MS GENERAL CONSTRUCTION _ ,� NOTED T.F-M./O.S.M A OMSION. OF MLLMM F. IbSUUCH ASSOC RTES. P.C. / / / 1; :I EXTEND VEgTICAL AND II1= HORIZONTAq SECTIONS "''— J I—III_ OF GEOTEXTILE MIN. OF i =1 a I1=1I I- 2'-0" BEYQQND TRENCHI '-1 I -I I I- ON BOTH SIDES !-I I1- II WASHED ROUNDED GRAVEL FILL - P ED IN 24" MANHOLE WITH LIFTS SLOTTED GRATE COVER TYPE I GEgqTEXTILE I (TYPICAL AIJL SIDES) II I-11,. � I I i =1 I r 11-I I I I MI I.1=_ GAS MIGRATION DRAIN STORM 1I ;1I_I, CONTROL TRENCH I 8'-3 I��►IIIIII� -I 1-I 11- I STO+ SEWER .1 1Ip UNAUTHOMZEO ALTERAMON OR ADOITION TOWN OF SOUTHOLD TO THIS DOCUMENT IS A VIOLATION OF 1$14 SE�°F TME NEW YOU "�dio) SUFFOLK COUNTY, NEW YORK ROAD AND SWALE SOUTHOLD LANDFILL CLOSURE T.F.M. CROSS SECTIONS °`T° 200' •F,Y• F.D. $® CONS�e ,DVNtKA AND ENDI MS GENERAL CONSTRUCTION _ ,� NOTED T.F-M./O.S.M A OMSION. OF MLLMM F. IbSUUCH ASSOC RTES. 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 Principals Nicholas J. Bartilucci, P.E. Henry J. Chlupsa. P.E. Thomas F. Maher, P.E. RobertT Bums, P.E. Richard M. walka Steven A. Fangmann, P:E. Senior Associates Anthony 0. Conetta, P.E. Dennis F. Koehler, P.E. Joseph H. Marturano Kenneth J. Pritchard, P.E. Theodore S. Pytlar, Jr. October 12, 2001 Associates Anthony J. Cava, P.E. Rudolph F. Cannavale 30-100 Joseph A. RE P.E. Regional Solid and Hazardous Materials Engineer lass, David S. Glass, P.E. g Wiliam D. Merldin, P.E. New York State Department of Environmental Conservation - Region 1 Michael Neuberger, P.E. Brian M. Veith, P.E. SUNY - Building 40 Charles J. Wachsmuth, P.E. Stony Brook, NY 11790-2356 Re: Southold Landfill Closure D&B 1314 Dear Mr. Cava: This letter is to inform you and seek approval of a change regarding construction of the gas venting trenches and gas venting wells at the Southold Landfill. Gas Vent Trench Presently, Terry Contracting & Materials is screening sand from the 17 -acre parcel adjacent to the landfill for Town purposes. After removal of material by the Town and Terry, the remaining material, based on a grain size analysis, essentially will comprise stone between 3/4 -inch and 11/2- inches (90-95%) .with some larger stone (2 to 4 inches). We plan to use this stone in the gas vent trench in place of the material currently specified in the approved design (Section 2.11, Paragraph B.5.), which is the following: Sieve Size Percent Passim 1 -inch 100 -inch 30-100 1/4 -inch 0-30 No. 10 0-10 No. 20 0-5 A DIVISION OF WILLIAM F. COSULICH ASSOCIATES, P.C. i Dvirka and Bartilucci CONSULTING ENGINEERS Anthony J. Cava, P.E. Page Two Regional Solid and Hazardous Materials Engineer New York State Department of Environmental Conservation - Region 1 October 12, 2001 We believe that the replacement material would be a suitable substitute. In addition to a change in material, we plan to change the application of geotextile in construction of the gas vent trenches, use of geotextile on the ends of the geocomposite and modification of the geocomposite beneath the swale drain (see Attachment 1). We believe that these modifications would not change or will improve the effectiveness of the design. Gas Vent Wells We also plan to use the above described replacement material in place of the material currently specified in the approved design (Section 3.1, Paragraph D.2) for construction of the gas vent wells, which is the following: Sieve Size Percent Passing 4 98 6 64 8 8 10 2 12 1 In addition, we also plan to change the method of construction of the gas vent wells from that specified in the approved design (Drawing 20) (see Attachment #2) to that shown in Attachment #3. We believe that the replacement material and changed method of construction is a suitable substitute. Since we plan construction of the gas venting trenches during the week of October 15, 2001, your expeditious review and approval of this change is requested. Dvirka and Bartilucci CONSULTING ENGINEERS Anthony J. Cava, P.E. Regional Solid and Hazardous Materials Engineer New York State Department of Environmental Conservation - Region 1 October 12, 2001 Page Two If you have any questions or require additional information, please do not hesitate to call me. Very truly yours, f �ZZ� , 44. Thomas F. Maher, P.E. TFM/tam Vice President Enclosures cc/encl: Robert Phaneuf, NYSDEC Igor Sikiric, NYSDEC James Bunchuck, Town_ of Southold James Mulligan, D&B 01314\TFMO 1 LTR-84.doc(RO3) TERRY CONTRACTING & MATERIALS, INC. t 840 WEST MAIN STREET RIVERHEAD, NY 11901 (631) 727-0170 IMAX: (631) 727-0410 October 11, 2001 Thomas F. Maher, F.E. Dvirka and Bartilucci 330 Crossways Park Drive Woodbury, NY 11797-2015 Re: Southold Landfill Closure D&B No. 1314 Dear Mr. Maher: Due to the 15, roll length of the type I geotextile that is to be installed in the gas migration control trenches, Terry Contracting and Materials, Inc. proposes the following change to installation methods for this fabric in the trenches. 1. Fabric will be draped down one side of the trench so that the bottom edge of the fabric is in contact with the bottom of the trench and the top edge of the fabric extends 2' beyond the top of the trench. 2. Fabric will be draped down the opposite side of the trench so that the bottom edge of the fabric is in contact with the bottom of the trench and the top edge of the fabric extends 5' beyond the top of the trench. 3. Gravel will be installed in the trench. 4. The 2' extension of fabric will be folded in, over the top of the gravel fill. 5. The 5' extension of fabric will be folded in, over the top of the gravel fill. This piece will overlap the 2' extension completely and extend 2' beyond the limits of the trench. In addition to allowing for efficient use of fabric, the above method will eliminate a geotextile seam in the gas migration control trenches and better accommodate imperfection in the edges of the control trenches. The above method results in a 3' strip of geotextile for future use. We would like to use this strip for sealing of the ends of geocomposite. This would result in an overlap at the terminal ends of 1.51 on either side. The current specification is for 2'. This sealing would take place only at the up gradient terminal end of the geocomposite. The down gradient terminal end would be stripped of geotextile and left open to allow for drainage from the geocomposite. Furthermore, we suggest that, in the drainage swales, the geotextile layer of the geocomposite directly beneath the swale drain be removed to allow for direct uptake of the water draining from the geocomposite. I0/1In00I Pqo 1 oft TERRY CONTRACTING & MATERIALS, INC - $40 WEST MAIN STREET RIVERHEAD, NY 11901 (631) 727-0170 FAX: (631) 727-0410 Please see the attached drawing for illustrations of the above methods. Please contact me with any questions and/or comments. Thank you, Timothy. Howell cc: James Mulligan James Huchuck Igor Sikiric 10/11/2001 Pop 2 of 2 a� Tylx' �j(clT/� �X r 1s ri'PE' ' r �q�a►rr,�riif� Of 79 9� I vl i I � I 1p O a 0 6 0 0 0 N O 0 0 0 3 6" DIA RETURN BEND (SCH 80 PVC) 6" DIA VENT PIPE (SCH 80 PVC) A 67 DIA COUPLING (SCH 80 PVC) STAINLESS STEEL CLAMP 12" 10' LATERAL BARRIER PROTECTION LAYER MIN. ORIENTED PERPENDICULARto 7O SLOPE VEGETATION "T OW' BOTH SIDES)EROSION CONTROL BLANKET Ak r. AL # A. i k Ak VEGETATIVE GROWTH MEDIUM N PIPE BOOT (SEE TYPICAL DETAIL) VEGETATION _ FIELD WELD BOOT TO GEOMEMBRANE ,1i, .11. It,1,t,, EROSION CONTROL BLANKET iv AND CLAMP TO VENT PIPE f— VEGETATIVE GROWTH MEDIUM SCREE SCREE GEOCOMPOSITE DRAINAGE LAYER BARRIER PROTECTION LAYER 6" MIN (VARIES) I�..t.. t I I I I I I I t I t I I I I I 160 MIL HDPE TEXTURED GEOMEMBRANE, GAS VENTING LAYER 60 MIL HDPE TEXTURED 7 0-0-0-0— ° O ° O ° O O ° O ° O ° TYPE i GEOTEXTILE GEOTEXTILE WRAP GEOMEMBRANE O O O O O O O F O O O O O CONTOUR GRADING MATERIAL 6 DIA. SLOTTED PIPE =``-~—GAS VENTING LAYER In O iO�O O W OO O (SCH 80 PVC. SLOT 0.120" )O O O O i:__T ; te�-- TYPE I GEOTEXTILE 6" DIA CROSS (SCH 80 PVC)O O O O O WASHED ROUNDED GRAVEL CONTOUR GRADING CC MATERIALWASHED ROUNDED GRAVEL vv1 1 O °O°000 0000001 6" DIA SCH 80 SLOTTED PVC 0 12 O O O O °O °O O °O °O C SCREEN (SLOT 0.120") O 0 to ooo oooO 0 0 1°O°o o°O°c 0000 000 WASTE 00 °°°° O O O °O O° e p0p� h0 °O O WASTE 00041 '� p0 N ° ° 0 0000 0 O - 000 O O � O O � END CAP (TYP,3 LOCATIONS PER VENT) O O O O Ie" ^p^p^p^p TYPICAL LANDFILL GAS VENT DETAIL N.T.S. UNAInNORIZEO ALTERATION OR ADOTION TO TNS DOCUMENT IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EM)CATION LAW. T.FAt FA. aim m: aaaan er. D.S.G. T.F.M./DS.G. VL`�J DVM Alp BARTLUCCI CONSULTDIO ENGINEERS A ON6gN OF WILLIAM F. COSUWI ASSOC PPC. TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK GENERAL CONSTRUCTION SECTION A -A' 0 TYPICAL LANDFILL GAS VENT DETAIL. fZTi Y.AL.y 1314 OCTOBER 2001 L AS NOTED __A r 03 October 11, 2001 Tboam F, Mater, P.E. Dvirka and Bartiimci 330 Crossways Park Drive Woodbury, NY 11797 RV; Southold I.anmil Closwe B&B No. 1314 Dear Mr. Maher: Attached, please find an iflustration of the proposed ioddlation method br the 6md511 !lam vests. Please note the following details: 1. All installations will be made wing a hole excavated with a crawler excavator. Minimum excavation width will be 3'. 2. Gag Venting Material will be ph ood over the lop portion ONO lateral extensions of the gag veers so as to provide a proper surfmc for mon of the goomembraae liner. 3. The liner boot will be extended 6" above the frau grade. A gradation analysis has atm been attached. This material, modi5od to dmn"c all nuferial less tb m 3%", is proposed roar use as the gravel fM around the gds vr�g. Please contact me with any questions and/or continents. Thank you, Robert G. Tem, cc: James MuUjpn James Bunchuck Igor Siler' is WA5 71F I Ila rl,�$ %,. N WA t gar 7® O Y 0*1 30 a.t47llLli Y 1 lllVta �i[ la'Y YrA:114./1x1 �11;Cc V iL.t4►7 GRADATION WORKSHEET CLIENT: D�1TE: PRC UECT TECHNICIAN: MlAfAt� snnnP�ayra�: aewlw..E :o: $AMPLE COLOR'. I� SEIVE$ 111/' 1 HT PERCE14T NERCE!yT 'n PASS f f 1 S' RETAINED PASSING JOB SPECIFICATION 13li of _�,.. — /—A l I REMARAS / 10 Iii : "� rat 1-� r df,Mg- W oozwc Ta 6940L lr A rAx A �"-Wdad �/- 65p )r4X : S16),364-3447 Dvirka and a no 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. Bartilucci, P.E. Henry J. Chlupsa, P.E. Thomas F. Maher, P.E. Robert T. Bums, P.E. Richard M. Walka SlevenA. Fangmann, P.E. Senior Associates Anthony 0. Conetta, P.E. Dennis F Koehler, P.E. Joseph H. Marturano Kenneth J. Pritchard, P.E. Theodore S. Pytlar, Jr. James Bunchuck Solid Waste Coordinator Associates Town of Southold Rudolph F Cannavale Joseph A. RE PE. 53095 Main Road lass, David S. Glass, P.E. William D. Merklin, P.E. Southold, NY 11971 Michael Neuberger, P.E. Brian M. Veith, P.E. Charles J. Wachsmuth, PE. Re: Southold Landfill Closure D&B No. 1314 Dear Mr. Bunchuck: October 11, 2001 This is to confirm my understanding that widening the maintenance road that runs along the northern boundary of the landfill from 15 feet to 24 feet would satisfy the Town's needs regarding use of this road.. If my understanding is not correct, please contact me as soon as possible. TFM/tam cc: James Mulligan 01314\TFMO I LTR-83.DOC Very truly yours, Thomas F. Maher, P.E. Vice President A DIVISION OF WILLIAM F. COSULICH ASSOCIATES, P.C. 10/11/2001 THC. 14:45 FAX Dv i rka and Brtilucco CONSULTING ENGINEERS 330 Crossways Park Drive, Woodbury, New York, 11797-2.01.5 516-364-9890 s 718-460.3634 a Fax: 516-364-9045 wrriail: db-eng@worldnet.att.net PtJOCI� rilchW�s J. gmniuccl, PE Her*rJ ChkPur,PC. Thamm F. mikvp, P.E. RobmrtT. Brtna, RE. Richard M. Mks RtiveM A Fa1QMS.M, P.E. SeNeCq@y i�M". o. ronsda, OF DennisF Krp~- .PF JosW H. M iriumna KerrtelhJ Prllthwd P.E. rkl9a ra S. PyUmr, Jr. James Bunchuck Solid 'Waste Coordinior In Ax*mRu Town of Southold a�''R ,al1ore°°`'` 53095 Main Road DLviaVIA r. 6. Glow P.F.E lhll'am N D. adirt, F.E. Southold, ,7 r� Southold, A� i �Tv 117 **I M'ithad Neubarwr. RE Man M. V911H. F.E cnarree;.wsu:rnum.Pe. Re: Southold Landfill Closure D&13 No. 1314 Dear Mr. October 1.1, 2001 00011"'001 This is to confirm my undenstanding that widening the maintenance road that runs along the northern boundary of the landfill from 15 feet to 24 feet would satisfy the Town's needs regarding use of this road. If my understanding is not correct, please Contact me -as soon as possible. f FM/tarn - cc: Tarns Mulligan 01314MMOILTR-83.000 Very truly yours, 4 k - z �_xe_ _- /�_ Thomas F. Maher, F.E. Vice President A DIVIS ON OF WILLIAM F. COSULICH ASSOCIATRS, P.C. ft ll II - 7 - - I , tl- I - _.__.,_._ _ _. I -1 I � I � � � ------- ______.____ ---.-- - - -_ ____. - -_ I I . . I . . I . � � I I I . ! ; I . . I . I . I . . . I � . � . . 16 . . . � . � . I � . I I -1 lko_-*,§�-, - , ,� - 1- - ___ - I / ,-�',-,Z��Iz. :-----__ \\N�wjq, I ,�v \\�'�il,`IVNI\ %� \\ -1\1" \ - - 11 "I" - - )", .. . I'll 11111111� - . - --- - - _-1 - �� - \�\ , f 4 t k `_ - �_l �' I _* . . � i I -I. I / . I 0 \ ,I\ V �x \,O',0\4�\��,��\\ �\\\\\V,\ . � . . . --,�g�\\� N\\\\\0_ :��,:.',�,\ .. � . ,F<, -:z,, �11 \ �,\ lNN \ \ I \\\ iM, :\� ,\\ ,,��`. , I I 111__,�Izl_�_,�_ �\i , \�,\\\\\\\��N � I-_ � 'k 11 ' L 4 I . 11 I . , 1.�-,-,, ;�-\ _11_� ", V �,'� \\ -,\ _.=�k � � �-� 7 -----" ____411___--�.x_ I I L "il \\�� , , �\ ,"- - -� --��-� ..�_ - � --- -l, . . - - - jiat-!�_ � . ,� - 7 - ;L�l� --- \ - I � _%�� \�,� Al, \\' \g\\ , �� .:: .i��__��.. � I , , , - � ,�\ , _, 5 '03&0 , V N \\ \ .L,\\,\\ ,i�,�- Z2� . �,� �-- --, , 1.�'\\\\\ \ I I\ \ ,\\\N rd ti�- -� , -.'L. = � .__:]��_-' :�:��Tz _�_ .__ .=--- 'k --V I 1� . 19 22 . If .. \ \�\ \\,;.�N' - -Z�*l -;� - ________� \ N0 I, ,\\\,k \\\\.\ -,�k ,Mz:,---- _g � - Tg7:�z - -z=-z�f �F E;� - "'I\w ,,4� �,, __ _ _ _ - - - i�,*P"�E - ,�� = . . ,:E :f� � - , \ 11 �1\k L�Z3�;z�� -, ;-:�?rz-��f:;fz-4 r!. -:.- _;� _r,� . . 'N -;��-:��-4ri_ , , i � - '� I _a'�. I I I .. I ,Sz ,�> - =--.z,.�*� ,� ..= - - I I _-,:_Z�:�� !�� N __ - - ;_k*z_1: , , " �: . Z!F_-_�-��Z�_f � - - -�_-, 19 23 _'-,z-7�z�:;!.__z7%zZ.:T E_;iz-_i��.jE_:4,_ ��__��_ - -_ - -7 __z_z: / ,11 I -- , �:�-z�4k��Z�- :. .Z� I :�� - - - ,:�-_---_ . "I" k,NNIN _�� --. I _�� I � .,& S: E -::i T� Z�_-� -=-2�-_,��L�LA�� \ ..- - ---, _.n. I Z.�� ,�, k� ,� - __ 11 I -,��._ .Z�� \lI, %\\Nt� , . -, - -i�, , -- \ , . \\%\\N\\, . �,� ,t�_ - -�j- - � -- - � -_ _z�__ . . : 2: � 2- --- ,:�,:i��.�,- -,,� -, \ l,, ,,�Z, , o�\nw" ,� '- ,�--�- Z;-=-��Oajp_ I . .. I �� - - - , - E'z: - �.Z�Z-77 - -7�_-jy�fm�--�7��:" -- ----- ��-�7_ -_�Z-� �� Z_ - -_ � � __ - .::: _n;__::��4 , _� , \ \ - - - -�-tr�m7--* - . - __ - - *� �.=�� r - I-, - - - "� ,�/ ., , \ N\. , I - .,�!_ - �=l_ �_�!rj:D - - - - ". - �_ ",4 , , � 9 __ - ;,S::�- �= = -- - _=_ z__ ._�. =�7 - , __ =_-�::-:k, - ___ --:�., I I - .. �, - , - Z.�Z:::�.�.F=_ _:-ff-.-:�-___�,,,, It 1, - 1 7f ,P -::S'2 - .- 1 :49.� z�4�! . , i - - - . : ��ri-;��i�i�l:fz��- 1 _::� - -:_i_-t.:�- .�- - � LJ " - , � .= - _� t�� - � - - ,-T_�-� __ - ,= , 1, 11 I __ I '�11 � - -Z� - :�� --- - ��- �� , - I _;z.:�:z- - � , - - :� z "jz � - - �� ,:. � . - 10 / -1 I _��,�,��, :Ix, - -�Z7C��_ �77747::�-- --::- - �, - :_�3�_\ -1 L � �_�_, �,__ �, ��; �� ', S' - - , -Z��_-:� _� = - --:.; - ��__ � - - ill . - ,� 7. �-� 7�, , __ - - = -�wm ��___ 7- _�- - -- - -_- - - . - - oe I Ii �_ _.___ 1'� ,,_�__ 1- � �Z, __� _____ - 7 t7 _-z�;tt�t�:� _tn. - � z __ il��_� ::.-, r 0, I" A I _,,.,T 11 Z�� _ - N-j';p - _---ili ---_" -!---- I 4 "_ . _; I - - �--'sl - -, - - I- Z, __ Z,- ` � ��!f � o �__!..u_____ I ,:: I ?:� �1;: � __-=��Z�:!��- - _:_ ., Z, . .- - ��- - � ��_ __ JA - 2!7 �_=�� _ - - ;;441 - �__ . / 11 .1 , ��_ - __ ��!, _-_F � = I - . - �. - I I M'. ,� _;�j ,� _�� I 13, � _� -, :7,.-- -� -f I �-- - _-_ _\ .-.��-. e I 11 :� , __ : ,_"� ,_,_� \ _�� _ � . .-"I- ?_ T_ - I \ --- - -�,_-��_ _31�.,::f �-.�_-�_=.__._ . :__Z=��-:7.� , / _� I - ;� - I i -':'j,- �:7!'__�7z-�' " __ . " / / ,,jq��, - - �� 1. __ - �� , ;�� - _ .- - - j., -..� ---_.e_._-'.�,:'_ � .. - 1- I �.� -��. 4�-- � -_-�� " - - zt2r.,, "_t,,�d7l_�:�_ - _f _T, �,i� - � -, _ ., � , , I '- %: - � tf:_ �!-J31F,� � - - " :f - __ _��* ' ---___,-__,-__-I____-_--_.. - _, �. �� 31�', 1 Im ��_a �-', L - 0 __ __" 11 -:;;i&- - N� - � � \ - 11 .,,z� � �� - � zs2 - z_ - - �sr=k 2�0 _;� 0 2 --Z"Z, - -;: ,� b� 1�1 __,_ - - - --: ,a �7� - -_ _: - - - - ___ -\. Y� - - _ 1�_: .- i :� :_ _�_ -� _�13, __ � - - - - -_-�f_± - � �_ - �V� Z�;:�_ _5� _� ��,� - - - 0, -_, _� ,t,- -�� i��, �F�Y - � _. _2-��-7,�-2�---:;! H �: �� - __ / - �_7�it-� - -�Sj-_�5--_�- �,�t'�%77�Tr_ llt� �t ----..z - --- 4:�� _-_� _7�-� - r, � - ... , _�0016 , , � � I I I __5 -��-f;,�� .�- `C,�t�-,--Q��A:�� __ ____ .4. - , " . I / ,4 - ik �� , - Z_ I I / ��.t-�_-_;9-�Z�f.;.;z - � '" , , � - �__ . t, -30'�� - _ j_ _ Z�- - __ � __ \ - I I . � i Z-�:-Z- �-:;v 11 -Z�'__-��--_--Jjr:ir-z - __ - __. - - __ _ I I ." �]Z_ - - - -;F-- . �_ �� . �% I � I \ 7%� --- � - , - I Lr��_ 14i:�K _,��. - - � I 1 0- I I .,6 .. � I -- - �.:Z - I _. . -, - __,� -'zt �t�. - - �-,,_ " * , - I �, ; I - __ - - �;; - Z��_� __.�.�tl_ - � - . - I � ., L I - a - I 1. � � I - If � if, - - . _�\ 1 . - - , - zj,z ,.�� - '— _---� I " . , - 7 , ,. " �� " '? , -r .. - 11 - , - I \ I 1. '� . 1, I - ,N.o� :_-----� I . 11110% . z: I _� ''I I.... I I GAS MIGRATION CONTROL TRENCH I 11 \ ,I,,--- if I _��_ __.: �'� � ,, � ,, 1. I - 'w- -'s, I l / - 1`1 1� I'll 1,11 I , 7-'k I - I - � 11 �_' -11!z , . I �� - - - _� 1______7__-:__ - __ - - , , , I,- __� , '. � _.��--, - - - - ,.� � .. . L... ��_ Iijil I .1 . 11 - ls;:_;Y� � - _�__ - . ...... . - � - 7'---- \ I ROPOSED LOCATION OF I , ?, � . N \ �_ .1 �*' - .. - ;i.`i"l � .,...,.�.' - I \ I I I 111111 � \ . :::::: - - 17��` - �_ �_ - :-7. ____�: , , ,,.,, - - - - - - - - - - - ;�z �__. - .- l, :(_i�,,�r ��5�_� ��_________ � r, __36 - " 4��! - - 7;zQ_- i4z I . - - �t - — - - , � . 1 ;rf I I I I / /I - �_,\---�. --, -,,Ip,-L. - � ---,-- - --,,.,�.,L",3. - - . - % , 11 11 I I I \ I � % \ i )ILI , _�,', t�_ --�_---kz� :-" - __�_ - -- ---i_-:, _14tl� I , � I 11, I I � - - . I *-, % 11iiI� , �K I \-- - � - — 7- � : - 1 -11"4- - � - - ____ , " r__ '-, ", -_ \ iii 11 N \ \ I N \ I'llillif \1 I I I !"i'l 1; I lz� il I I 111' 10" I If ��, . 1. _�� __� � L : � . . � 11 . . .- 11, / � It. I - I , . I I I \ - %.__ - , I /0// I , -1 ... I- . � - . �� __ - :�� _� --,I- �__�__ - _��__��, lz!�,�, ,�', " I - .;� , I - -- - .:� - - � --� 4.1� - � IVAI_V___,��'11�� __ - I I I /If I , _ . i��4_L_7_�, 'a�� - ---\, '-,.-., - - - - � � N ��R _ - ,:�� D \ 11 I - 4111 - ----- �:7�-:Z�� 1 1 % I?, t I I _sa� _:�� ____L� 1 , " �� , �:;". >� - .�.�_ I I , \ \ I . I' "I _7"i ..�-_ -%,,_ - - I - , :�W_ , I � , . , ;.,,,.,- I .-;" ;. �, I, �� -_'_ 't -�. " \ I � jfllJJIl \ I , / 'tr z�'i -,' I I " -I -1 'I -f I �jll \ I .!��-�--�� - - �. I .:�� . -1 �< - " I , , "jt ': . � "�, I '. - -1 . -, - - -- - _.�._ - -_ _ . _ 7.r, -_ -I-le-: / I �,�. . .;,� ___J--�-�� - - _. - ! I - - - ,_ , ,, � / � , 11 I � - -.,z " �,,,, � - - , .�. I .-, . . � _ - \ .-7"::��'� :�_ - ;�,� - _ ( el" __�. . �.��z - ___�,:__� �, � 17- PF T0Pq0II � I' Il'i'll If --I , 11411 - . I .. . - --- - 11 "_ -4 _; . �, � if \ I _. 11-f if I I I'll I - I ,� 7 � .. .f. , ... . _... .� -1 I .1 - �_�_�li I It I N . I zl_ �. , . -_ � - .__1 - - , -T _.,� \ � Th -4 - 1, if ! - 11 ,,if \� , 7- ., I.-,,, ,) �, , . � _. . � e I �o Ill , py #'It' 1;1,' W7,9r, !;I1 1;11�111�ill 11 1; f I I �� , - :lt� -, "'.'l " \ >,� � 11 . _*,___�, ; . , - . -.,. '.., '. I I , I I - f I I i I . � .. "�_;` "I'll", �1111'1- " ��tl��11 �1111",1�11_j, 'C �� . ��,_ P, - I �, �) , -1 - , , , - I j"Al filfIll I 11 -1.1-1 11, . I . I � ,.� " -� -,: -Ar', - I I I -- , I ". I It, XIt --,, I I I I I - , . I '. ; -14 � � _;��, j ___�_ I , I'll.. I j / l' ----��\, 11 " - 0:1 I AND LOAM EXCLUSION AREA I I , I I , , , / I - N i I'll"I'll I 11 Ill ' ' ' '�Y' i t Z,z -r7��Jfs*� <, --� , _�. I _,A ,� � j till �4 , "INO''ll/ I Oil 1.11111 11 =.;��_ . - ti'j'� ` - � .,�� __�, -,,,., _CL�j ; � if flip ' � if "WIN 'I'll I " "p? yle"� I l I " ". _� "� �.�'_,V - � - , - i k I I 111''REC �,,i � , 1\ , , "I I I I,X 1 �� - :41, :_,�,"? : 1'�, " I--,,- I I , I - - �___ III! - I 11, it.; , �11 \ �I�\ , I I �111;, XI -11 . , I / 01 I III �' " , I - , 7- Iiii'll 11iiIII I I , 10 III I I I )1111 \ , ,\ )\ % 1, ,,, 1� �, I I , ,e , I: . , . .��-_---: ... ... .. : 17---1 ;t' , � ___---- , - _.� * I\ 1 11 * - .�7 1 , , , I , I I . Ill ;,,� ,:, � k � � �' 1-1 If ,,�"-' -, -,,_:!�t,�4r=, _:,' 11,11v - Irl 1, I I Ili _ .� ---- - ,'.-� 7 -_ _. __1_,1; _ LI ,., . ,,, - I " I I � __�,_,zs� , _� -, I., . � z��'.!�t_ - -�< � I � ,.e 1 1,17 `0/1 Ill I F1111111 I I I t 1(` '(' , 11 1. - , `____M11__ - _ . _ . . 11 _', � " IL I \ liv , ,;,,,,./, I l, , � ,I, l _� I � I \; . I I I I ITL , \ .'IV I- - .; ., __17: 1-1 /I / , I Iv, It I I I I I " - - .- -_ .T_,,, "'. lip, I'/ I I I I -, �. I.i, 11, �' ��X,� , " -, - - I I . I 1� /// 1, , "I'll 01"i , -,I,/ I � f, _r , ,,� I X 1, ,;,4 -_ - --7--- -., .:�i�� I I . I I - - Jill III'll/l/ 111171, 1 1 11 i 11 --,Il/ � il - � I ", ._;:'.__�t;:,______ ____��_�: �� 1, � _ -_ I I � I - - . I 1, I . - ------- . i I �� - -11, - - -Z Z:�_ z7 1 ,_�,�__: `1.1 . . . . , i - . , , �\ , ---, .� - /J/'j'/`l I I , - ill' ,�: �� 1�1 I . '1� - " - ___ _ -,� �_ - --,--�� ,� __ --A..- - �, I � CD I -_ ,,, 1'., � . .- � _ , ��_ - - __�\ -1 _�, � � + =49 , . I It I " - 0 i -----.- ---.- ___ , I . _T Z ____� .- - ____ __1 - _,�� -`-:�_, -.--- -,-,\j-,- / - P 111fi, Jill I It ,[,I) - it I, " I ; I " i , I i , __-�__ � - - - 7zz�.� __ - " �\ _: ", .0 � - , I I __ -.- ____ __ - " - I i:. I :,( . ,�T ,�.- - .,��, -------_ ____ -.--. I � <_,� .� .:�� -- .�%, �,R_ , \ .Nz , , 11 I � . I .. 11 I I i : " � I -1 , - r I /0" 6� __ t, I - ." . - 11 ... ,;;')" I 11 1��:&-'� , I I , I I I 11 / / it I I i,,I,, , 11 -, , 'I ;; 'I . I fI 11i ,;,, � I' r - . �� , . _ - <,-�, " - , - I r . 'S., I , / ! - I I I I " , 11 I I I , , I - ,_U. " izz� > , -- i . . � , I I I I — . . It - - - - - - - - � ., I I I I I I I I I I 11 '%"' ' I ' I I 7 If/ I I I p I I I I I I I . I , I , it I - I �. I; I, I , , - " .- ;� - -, - ,Z--� � I I I I , I I I I , I . � . � _:�: ,�7_- - - I I , � ,� * - - . / / 4t I ill'i'l lif:l//,,/', - , , " I I I I * 1111,11 i , I- 1 , , i 1, I I :! , I , , /,' -_ � � - _ - _ . '. � , - - _..'� - _,�--, _:�� %1;.'--._- - \ UN / I I ilill IiIII ,I'",, '.1eli- lifw/ I I il 'Fit ill,"& I , y", �� / ,,/' -, �� I T, � , . t v� lllw-r i I I I % % I i _* / .1 I 11 __ (f- / le \_1 �4T - , T�l 11 1�1 1 23 . . t - �, ---:, -",-- I z _ I 8 / I ! !I �� - - " " , . , � 4R:0 ' -,-- - , I . . I I � �� I , : - - ._� I I I , I i I ."', If 11 I , I I ! i . " , '11 = -�—_�,z - -_-_ - , - -,---r - - -----[ -z---- -�*�-"' M.fl =� " r -��I- I I I I // I I I I '111JI I I,, j ; 1 �.', � ; . I , \, �� \ . fp, I Vill /I I 111111il I I , -4.e .k ,-,, M.1 11 . � I "I "I" , ,!jl,- - -__ __-_4"� 71 �__ , , � __,_,� � It,- �v ,_=Lt -I._ -."--- I -_ - , N I .11 I __., 1//ill, "I "I - - , I ; , r .. ,1 - I , _�-:7_-_.- , , _� , __� -.z � 1. I , �_ , 7. __ I . . -, i - \ it i\ - I'll ;- flip,'/ I ji, j I J-� I I 'I .1 i 11� � I I I " , i , 1) � 11 11 ,�' I - X_ - - 4 - _;/___1_ �/_� , , _____ ! , -,%" 1:1� . , -1 - \ %-.z �� I . \ 1111;;1l; I -_��--- t § _�� .. I � `///,AZ��,�\\\:� I I I 1111111 I � I I � . .M ___ ;,� , V� 1�1 I I . \ -�, - ,4uz�- ��,.; I , \ ,,, . , N. j , � - -, I � I - I - � P� --- -� I . ,!,- --,----. . 111'\ 11111,11' '111 X 110111�11 I I ; I 1-� , I - I .- --- \ \ I 7. -1 Al� i .'211,11/, Pi "I' ll� - -_ F,`?-- ... . - I \ I 'if'..,// /I I"I I ! : ! I t , �, '16. �"'v / - ', - Z-'� I _� - - a��::z ___�-_Z:__�__) , - r�4 - - ". �=-- . \ I �,00 - � , �, ..z-1 I I I'tp , - '' _,�� . � I sk \ I , , I//','/ I : l�' I.,. � � .. - , Pi I ,\ 9 I A I , '� i I 11� \ ��-'el�11�—��\�\,�� I lilil — i . N "I 'I/ ill I N 1-11-1 I I I ,� 1. ;I I I ; . I I . I :i,�, zf�,Z_" � 1�-1� 7Z16FQ��t,._ , - I I . . I I ! ,q, , �� I':yw,r1i, . - �_�___,. , I I ,\-- - __, . , _- - - .kz-, � I , , `_"1 . ... �� ! : � I - vl,O!,�' _-N1%I' 1, , Ill ,� I - / ___�___ _�� ( � - z " ,�: z _Mzz ;..�z e I, I �l!'i-��;-;.:,k�.t,-,N.:�...:7.. ji, I I , ";.7771P - � Ill ,49 U_,,-, , , I - �;Z�� -z 11 - -_ - - `�.�; --- _ , �_,____�_ - - - ' -, ---_--I_- �_'_`� - - -------- I -"I/1 'i I : I i I I - - _Z�� _,�Z. �� .�� I_ , - ��_ ; -_ � I \ � � _11 . i if ;!/1!11�1 \ . 11, I I I - . �:_��_`�_��_ - � "?_ , �.7.*:'� -7 ;:� _.- _I z_: Zz -1 , , 1, kq" . -1 . . \ -s- - -AA! - - - - - - I -P�- ?7; 1// - - v I PIOV I I "FIr /Ill, . . ,11,�// ,4\ 4 I r 11 I 1 / � 'r, ;,:� _: - - :�:-_-_-: .�' -, '- �-Z�-.Z, --Z> �., 7 Yl`//� . , , I -- ,7_�� 1 , , � , I � " —, I - — _;,� - � - =',,= — Jill[ 1plill/, N I'll',,. 10 ,-,-- �l �, � %1. [ill __�_ - _�_�_,___ ", I . I �0( I , "V I 'W" - . , x< . --- 1 _:7��_, ��_ - - ._ -_ -- 1�_' -----' -� - - , ,,- ,-� -, ". � . � - . — I \ I I I lill/b ;t�; i , I ,�'106111,�'Il �_ �4 ":1, �-��_- .�-F_ _ ---- - � - - _,�__-.��-_�, , - � - "_ � -,,.--�,,!." _1 — �// ,/ / ,.- -,- � 7,�, . �! _�_ -.,."-_--- — _ _� _ — _,h,, __'?'�'=_-_ —__z, . — ___' - . . I . 11 1:1,4,11 I 1/1 I/Iirtfll, ItIl A 11 'I I , I ! , I �t � I� ,� . / , � - �.. ., -__ - - �'. - - ��-!,4�-- ,_,�-!��Z:� -, _,_ _�__Z� ;5�1_ .. I - —7 -"i-. I I I -� - � ., /�_-��*,".'t'.;,;, , � , - 7" 1 . __� y � , - ,:;�' �-�7 , , , I -- - Z - �1._ fto �.' �-- -- - -,----7. , -------- y I - - ��_ - - -- - -- - ____-t_ . 1 -'7�__=7 _� t� __ - '^� , , - " I , :_Z�- -W.;:- I , , , 4 - . .. - -.�F;,�_��.�-,.- -,- - __ �, -—Ali- ��___ ; , - - , - . __ ;� . �0 -_-_-',�', , ", :-- :- __� - - . �� " - I I, ? 1 -;j I � I i "I 11 , / I , . Z�_, - __ .,� - - ,-<- -, 4;� �- I ---- -, � 1- ----�_ \ \ I - - � , \ I it .11 I' , , L-_, ]:,:-_ �__.-,, , - -.:.� -- ,-..;- - - :� �. : , -, - � -, ,A �_ �_�r_�! - �� . . - - - - - a - I � 1"Iff, -,, " 1- - ..:- . , _�� __ __ - 5 �_ zt,_ ", A ---r-__�-_ . \ % If"I'lli ,"/X, i 1� � - - _ ___� . -, �j �Iplq i � � 1. - _ __ - - - - \.� . 1/11,1111 11,1111i q , I , : I T -1 I . . - - - � S�_�,:�� _. , ---_� - -,-- �-, , , —_ ,�', - — - - - �_ I __ ______ \ � : ... .�L_ I. - - - . . , I I I ____ - : , - ---<,-� 7 - - ,_ , = , - --- - - , , - � "�_ - - - - .- I \ _ - - __ - __ -�- - , , - __ . -, - _�, ;Q,_:Z��, - �� -�� -- - -,i� ,� , , �_� - - , .. _--_--:�� --� -- 7- :1 _7__1"_ __ __ - - ,^. ___ �� __ \ — -7.w - � __z�� ___�-.1 � - 1_1:� I - - _. ____ - - - _ - . _ __ , - - t - \ . , zz�ZY I , � F, I � i - .l_ t 1_�* .", ;4 IIII(""I'm , \ R )1� iK; I I I'll I /i If I " _7!7� - I L��t'_ 1 , [I I - I ---- - ---� - - .- - -,,�% .-,.. _7�3-�, -',r------ -- , ..N�_ - - -1. ___� , __ - - --_� 'Z'z�� 14- _. _1 _Z - 1��,�,�� 11 ---"----7 .-:- -------- - - _� I . - - � - " -, - -, � , - - - ,� -:� -C, I - - --- __�7 z�_ - -, ..e N ., .�., . � I I , I I ;A I / I ----, �� _ -, -, , . . ,\ \ . � - !!. �, X4 1 - A )N I , - :� , ,,�� - _ � �, �---l5*--___,, t I 1, r I __ - - � __� � ----,-: :lz- -', - ____ Ill - ,� �- , - �: ,__-,_ --_:_ - �"-.-_-,-�__��--!. , :I_ :,:_�_ I�L z��_5 ".'- _ - __�,z , " ---- — --___,�� ---, -- - -, . I I - �_--_- _,- _-:Z"�- f t, I ,-� I �-/_ - --- �, .� � . _____ 1� I 11 ? ; jo i '/I', I , . _,� _--, _ ,� - . a-_! — � I _�' , .. , ._ _,4Z4� - --:- _ " z -n.-7-_-______, , ---, � -- , ___. Ill I I I I I j ". q ,; I I - - . I --_Iz,- . __ � - .. � %�� I �z --------- , ; I 1\ � 11 - \\I \� I ,� � - . -, _: . " -_ 7 - -1 I 11 � � - - I I i . I I - , - _: - ,., _ 7_--,_-� , -- , -,, , --'-, _a I I .e i , - - _ - __ N - - ,,, 141FI- . � i r -,, *I, I I / 111 ,,/;I ./ " - ----- --�, ----� -------- - - � _....7'11 - -�.,...:� , ---� I y I - � / t�771 . � . _�Fl If � -t- - - . � _-_�_ -, - r i - 1� , I . ___Z:��_� - ,...i- �� -, -1 - - .: I -_ -I �_ � . I I - , ,� . I . " , - ___r'� - - _�_ �_-� - "'. <_� I I_---- , ,\ N. � ��. , 1: .1 - - ,,, . "O , ---- -7 Ix .- -�� -,, ., I __ , �_ ,- " ,; - . :_�zi_ , -,-,- -- --,47�,-N -- -_ - -- - -,-----.---- - - . ,- -_' - '. ,,, _ � - , ,- - _,� . �� k ___ Z��-_,, - - " - .1 .. -. ..-. - � '[/ . - Z-f-_,�,,e - -, - -. " - __7�_ - - - - �7 - - I '� - - 'N � , I � --,,,, -, r: --t- .7 If - - , , - . - ____ ., 1, � " - 1'r --z I , I - r -=TA . -_ .11 I ,� _. e V- , '� I %, � -7-u� �., '�� " '4�.� � " ,� I _ "..�.41� _,� , l , If I ;�� ___� - ',------- 1' 7—� --,' _�, , , � ff� - �,� I /I . � ____ - zi _____Z1____-- -1 I ` " , . , � , 7 �' � - I "� ,�-�-A�-_ ------ "� . I 'N A 'I i ; I � 1,1,, r,1 If /, .41.1� �_e�� --- . _� - :-7 �7- , , " . - I X __ .. �, I ;I fi " I -:�� , - � ___x,__ - . _ � _ _, _� , -'a---- __ .� :j . - - I __Z_C� , � ; �,� ; , / " k ;j � ;, F " _`� ---z:!, -----,- - ,- Z��-, _!7 N 7J. ____ I-, `� . Y ', �� t , I " __ :� � -I- 14' , , " . , - - _. � _:�__�i�F�� : _'!� , , -,� - I I � j / j .� - , __71�1_ *A -_ _� - , : � I , I 1, �t, -_ - I I-7 -1 7_�__Z�_� _ -_ -_ , ,_ _. - . � ,___ , I I I I I � _� ��, � - _�_,__ , , __ � � - --*-. - � -- ____ --lsk,-�_,", -- �, ., - I ll - I I , � . ____�, , __� -r - 1��'-'��Y - , .-, , � , f , � . . .1 . 1, - , , !Z�� 11z \ _:z7�_ - jotz-_ -��_�__, -� - i- -t:-z-7_,,- - , " -__0 , � %, r / --- -_ - - - , " I I I -IT - x I, ____ --- . �� / I I I , . I I - ___ __ __* --_ *74�, �� , 1�,, '.,' I,'J/ 1. I ijAl I - i N . / . , ;,�t,7�7�_:; i -#)--- - _-Z- --,. -- - - -- - ZZ ��;Zz� - - -:_f�--� -, , , y" , ,�\, 11� I I f It ____ I - �� - - , - , -----. _ ,_ ____, , - I - ___ . 11 ----. INJ _---_-*Cx.. , _ -, , "� , --� 4�11z �� -, "', - . If 11 I \ \ I a.. : -41 � i ,,,�,k., - �,' % - , � "le .", � , ___71 If ��- `�7��-;;-;��. ::�I.�-�� .-__ I Olt" pl\1�4, 1, lil l'i " k ,!, , 7 ! ____1_1 ., .4 , 1-_ , ..Q i : I . . I I \ - ,\,7 , . - - -- --F- I , ��r�:f t�! " - I at. -t - -4 "" __ � �---: - - / , � --/ - - '-,� � � '\ \ . __zr�� n- , �- - ,_� - - � . " 1 � ,�� _.. , , __�:_ . -� �-.-:"-, -�,..-,,.,�-_.�J_ I I --, I/ . --- ..� �.� . ZZ� - - - � - , I I I \ I - \ - _____ . I _IRC __ �� , . - � . .. - _,�� , � \ -X----& I _A--s-� I _ -- ------, , -1 - , - , _i� - =_-117___� � 17� - - " I , - - - � . � 1; � �7 �--:: - - �-- , , � /, , , - ___J� �___ ___� __ ..41 � , __ , .1 _ --.,-, It �' -7- �; ,;,-� , � � - - _. �:: --- �- --- --::� ,<r,, ,_ ,____� � , �� - , "tI: 4 . 1.,� r. -,\ � I . / ]� 7- . - � 1� I , - _�� . . - .. , , 1, I I :::�� , _. t , ,V I " I , - �, " _ �.,;:, , t , ) " , __ - I , �_ , - _7� . li�� , �. I . I - , _� , , ��_ � � ! 11 , , .", / , I , I 'd I/ I 11 �� . . - , - . , \ r - __ 1. . I . I --� - -_ .. -, ", - � � -,% � A"It I I ty � " -___ _3 _7� %� I lt�l I I ... � I . - - - �4' 1 i /j, 'I ,j) I f ,�� - \ \ %., ", . �_e_ , z _ , ..; �,-. _,� �',� -- 1. � i - - 7i - � �,, , 11 �4�1��,__,�, ) , if � , . -- - , � � . 'A � 1, _. L'. I., , . I Ill --- Z. , -S�!t:: :�Ez=�t- 7:��-_- --- - I =�Zz�� -:��_;,� zi� - ..� - .� I , iiz,i , ;� � . %� " � ; -� I �z - %; , I - \ - - - - ?_:_�_- . I -1 I , __ 1, I I'T I ____ - , , - - z %_ - F-- ,t- 2� W, - ,->- - � � � � - , , . \ 11 -_ -_ ,-- : ..,��7_ 1 ill .1 "', I ____� )�,�i")-1 I . _____-__1 --:�-�, ��,�- - - ` _:_�__ . 'X' _- 4---:i7'�'ZM��W ,` I � - . ,. . I r - - 11 -,it \ _�t = � ��-t!-t-f-ti7!�;i!!-;��---��.,�,-,��z,t�-- I ,N\, - ��,�� -t�,, I "I , I f , I --- ___� -,/ - -1 I I k:��:��&�7,z--71rr!z:�.F-!�Z.�=.!�!'=-�&-��--i _Z___;_� , , I I : :z , , ,�X`. 11 .� -I I, 11, I -k ll� \ \ \ �_ _... �,;,�-.:\._,%, - \ - ;� .-� I 1, "' � __ - __ 7 - . - �-- - rl:72'. - '. ,\\\ 01 T, � - , .�,s t I " �i . ,; _Z�: , .Z -z Z� s:-, -,- Z, I I I I )] - -1 - � ------ � , z . . 11 I I �c .a - �- _. _�, I I.. ! - I i . 1% _�_�_ k --�-�. I I "i ')'\'-,' .- 'lli, 1_,� "�j \ , w � , -,- ,�\ \" �;;' ,-��,-�-�-, - . , [lf /r / I , , 1�pr _ 3P\U�H �) . ,\��i ��\ ))I - . //�,/ I __�Z7 - -1 N , I " , , v _-�, , - \ , - 11 - 0 ----,\" 1.�., I " '% I I � .1, 1. r_� I - I I \' - 11.�._ ,� 1. . I Ili\ � '4. 1 - -----_ - _11`��_, -11 - I "� . ,j,,lip�i'11 . . I li� , 11 %, I . . 1. I - �� - - 1,�, N " 11 I I " , I ll� /I I -;� N ", . p, "'N 1 �6 " - - - , � ;I'1,i;I)l,Q 1 I - If- . F , � \ "�� (611-��Z�:��7 . - 11 �� ", -!� , 1, /,/ P ,�, "I"i 11E� k,.-, " 4�i 1-1 I , I �,Ilvl' 0 j 11 , I ��_Z� ; � , I 1 4 h- I . I r - _0V`1IA`\k I" i . I ,.,j_�� tF / 'j , � I I 1� , // . I / _� � , , I ,j,;,flTIIlI I k . N, - I I VA.1.0 N � � I , I , �;//�/ '%II,1111111 \ -1 I 't ,%- - , _,�,, 1, "i?.;1- ,�VA " I 0 I' %I \�J / '/ ' ";;,11,11111 , Iii1l;l � I , � / I \ -,l ------z-1 S�l \ ,;// �� _...l.i;.w .... �� 'I'll '. _,��/ 1: , 1:1 "I , f If , / )&. I , I I . , I, � / fill I ,%n ... 0 \11 1 / , I V:E I - _� /);Ill '\ I ;I tat," I - 17 � '' % . ., �, , "'01l, 1�1 ,� �: , �ilf iil " '' l� I I 4 ., � I i - , ,4,� I , �� "'�' --� - 1 , , - . 1-j i- f / I I I . N I . I , - - .6 � . \ ---, � Ir 7-- --_;� I -\,\ ,\ \ I -�,�l% I - - - - '.1 - L-I -_ I - \ ............................... � -,,� l*lIill"lill I , \ IV , ,� , " , I _" � , I . I i *1 I 11 � � � N��_ \1 U__ ., 'I--- X . , -_ 11�14111011 I Jill I -t�,� �� l�,,,�,l�,�,l�4.;�,'.Z.,,'.,,."i,!i� � I -,J IN ,I , li I/, � , I � N � � -\, , I - ll-,il'lli'l � -- �� _/ . �7, 1 1/1 I �, � - I - N ,�' --%---__ . - I , � �_ , 'O'�/ - ;Z�2?zq�,�� K\ I -, 4 trij) 11. .: I , I I I I'T I IF \ \ -, I I 11 I I - ,I --- I It, 11 ki, . /�/,//�;Ay ,0,&"�-�:;� ��:zFt��l , ,,,� -_ , , . \ I I / I I I I " ! I .- , , , _ .j / I N \ - " I 111,1111 "', \ �N . I . 40 / i ��--�F-5rl-l�l4�1^71;�1.1�,l��l�I I - - . ,�. �� 'N$_\,\� � " 1i if r I / I/ t I I � \ -1,i �� it , � J1II,'1Iii1','l'Pk` �_ - � � 0�� <11 \ , - - N N �1: I - �Ir , __1 , ly, n! �, , - " \ � \ I I. / I � V,y -),. 'T - I V II � A - - 1; ,\ \ . , , V I i A N I I � / ��,- " � . I Vi \ 4U 1 1 1 - I "A - j 'I Jill \,\) - .� 1K ��', // , - __� It 71 I 11 I - \ \ I I- I __ I '. 7- ", ,41 _� -A � I I - , , I " �//, - - \1 : I - , ,,j I � I 1/,II I I I w \ - I I ,,, \ I . �11� .:�i,�,�x �jr,x;� �,--- If ___1/ \ - '_ - �_' - '14 - , it " 1, ,� " I I 01 I - I I " , -_� � . � �� r"'i , �, - -� , _,� \ Atoll- � - 1��,,�� If - I i 1, F6 1.0 11 1.-. I '_-1 - . , - , " ,�,�� , \\' I ; t \ - , .��.;: 1. __ - _ I w - , " ,� 1 [i " - "I � %I ll%� ;�� - - -1 I \ - I I � . ,�\\\\,'R It, , 0\1k /;�/,/?�.��.;, - - 1 --ft /" 4 I � I , � .� �; - - �_ --y 4,.", ,\ I I/ I I - � , 5-� I- N\�, .;�, 0 � I I i ,W� .4 , - , 11 -57' ,\n,\\ I'. d"'I"Vil'i " I ", I . I I I I .1 % I - el I - !, I_jIIII' � I � '\ , � ��___��]��11/1/1�;�'�/�/,; , . -1 ,� N I. i All; 1� I /,01 1. " -_ . \ , . I .. / . I \ � . -_ ,� I �x - ik� � I l;f - I. I I �Z�j_ ", � i I _�-.1�-/,""'V \ � I- �,\\ I - --, I � i , I \ I I % I I /`1 lz__.:_�_ I ; I _N'11 � I ��, - -I I � I 1/0 I - , !�Aot 75� / \ ,\�, _�_ I I I N -";�,,,, ;'liy' , � i I Ill il , . `Ii N`1�1 -.,t - 6 Z�-.-,N* /. � - - , , - \ � I I ' - . � I I �, � %\-1 I ,;;�rjj I 7 _. . �,��ij�.�Fz;:t-s��," . - -- I ii ' -_ - , ,�Vllhl a 1;, , I )/ ;jr- f `11 11 I . % , , 11 11 � i _/ \\\\\X\'\\' . / j i I I � � ', - ig - -g, �N"�je ;�_/;/,;" It �m',%\\� I, ", , , y , 4� , If Ii kl. I 11 "I', . N I \ \ / I � If . " � I I, � I - I - I It � I -� -J� � "". / \ I _� ll'/,' I . --- , I / - �� _ Ilial y" � 11,1/1 A , I I 7 *7. , I : � , r I ____ I ; �. I 11 .11 . I J±% I � / �e_ \ . - �. ;�� _��_ � - . If I. , , V � "I. I I I -1 � I I ,f _ N� rl.ij", - 01 I __ , _;-"Illll, I -0" - �:�� .64 r, " �, / ,,�, I I � \ 6 1 1 1JJ?I - - - - . � . ,-�-�_ � � - W�j I 1.>1 10 � - � \ I , " _/ �1` - ! . - - � " - /://';�,, ,,, 11 I - � I I I � 1% - - I I I / � . . . . / If till, I! ? .l �, , " / I r I I N It / I ) 11 �. , � I , /19 - " I 111,11. , , � l 0 �� -_ � I . -,\ i . . . I I - , I � 0 It 'J, ,,, "I k I -,I, It" , It,' F . \ \ - I 1� I � 1� __ ." , / � � j, ,1� / _1r1;Ii U A � .� I ,., , _f,'..7, 91 I I "�, \ / 4 , f 11 ./ - 11 I 11 % 1; " -________e , ._� . i -IT? I %. , r - i If Ii I ,-, - - - - - - - -- I 11 \ '' .. .1 ,r . 1. I— � I i , I IF - 1%4 -1 ____ / I . ?/',, " I I . / I � I ,__ I 11, . / . -'It 11 I . %, I\%, I-%,-- I ibill, - . I I I I I I ,. I I I r ,p� " / -_ \ I / _� - // I ";- - I fif./,;I�-,� 4 / I- I I \1 Ii I �r �. . 4 \ . \ \ t' �\Nl I I I/ I - �1 �, 1� I I , . I I //Vi I I I I I I / � / I I , W\ \ . , j" '. �. � , , I / � I 11, i \ V \\% I 1"�1�11 I , � - t // /I/ r I . ,�� I I I \ \ I 11 " I I . ! I I � _�_ \ - I .j I t /-, 11 if I Z.1. I - , I \ . % �fv i / .., I � itiilf,�61,111 - ,�` P , , 1, f , �r/ I I \ 11�. � . . / - 11 �-. � .. I I I �V I � I ,_ �-1 -------- -_ --- ____A� _ -, . . / " 1114" � / /, f, /,; Ill'. I/ U/1" " i I Ill I - I I / \ . . " ) �'. I I I / � � �, -_ -------- - - � \ _-,,,/, _// ,� , I UIVI I 11 I \ . _",.".� I . . 11i � � I vl� I - jilill ____ .-y " �' I ", I .e ""P"'l . , . . "I' I I �_ 1� � 1. __ -f- , t_4 V, I . %. I '. 1;:�t: i.,�, �/ I - .1 � ___.l I I( \ I Jill 11,11 -_1 - - / , , I f%, I I I I 11, , . - . .� � i � . \ � %, It I , , �, V I I t t ( fl� �,` '?, I` V` it'$ i 110' . I I I . . . .e / I 1, � - - - , / C_- , , I I - � . I 1. I - -, \ I , �,. i", I I - .1 `J I \ ,,.,-, I , ;, -7 ,If ,e . I IAP I I . I . . - * 1�� ,. " . I � I \ lI , it /// I I � � � I J�,- ,� rj . I / Z,�, I , / V I J, 11, 1111�R 1_51*-, .� \ I � . . I . Y, f I .\ -, , i; /, / . - - ,- . --- I . \ �. /111 . / 14 $V , . � I \ - 0 . \ . ; \ ,,� , _& - i .e I � lii,i, � � I . k- \ � I / � - I I.. I / I i; ; I � I I 1% I I I � . . I ,\ I " / ,�,:141' � I p _; t I 1, !I ,� I I . �,. _., I \ I - A,I,Nll� . i '1J/,V -, r''I I I I - -/ N . I . , , , / I \)c 1. 11, It I , \ I - - -i- j iI'l I / I . - � '--r., ., _ 1 '4 il, A . I F . �, t �11. - lc�j / V-� � I ! - - \ \ , 11 ll.��.Zzz �rijpjli / - , __ . �. , It I I "', , I � __-`i � / , - I � r, 4 / , '�-_-Z_3_'I�"� � , � I, I � ii I , , , ' I I 17,�,l -'. V \ , - s . !1, 11111 I I If I 0 t,_ , . I f 111 - ! % I k 11 , / / 11 I ... i II I I I �._ .0 - I I I �. , -,� ... -�� I �C' \ 'il \ i \ it � / I .r , , I. I I '.1 � k__ I _"� I . . _% ., e ;. -';i � . �. I I � . �st* llli� I , illil )� / , I I I ,- '17 , . 1�- i� . \ rl�-.� .�!.. � ; .l,. �-__ - \' 'it, , _j I I . I I , " � I I,,� I � I '/tip 1;1111 ____ '--- I I I, I - .1 ., . i%A_1 * I '�_. � \ I I I 01 // _ EXZ I ff� � , I " Ill A 11,_12ex- - - w I . . I � V\- � '� �. I I A- � . �)'; Ji till I I f - -� 11 I ill I% , - �, � .. . i; - , '2 , I . -- . i:111 - I ! I 11 .I.. I If le . - ili,, I / ";" i I �j le " I , . �A t I I %, - ,___1 k '� I I y \ \ k I I I 1p / -_ I , . i \ I /I " _:� I ;" 11 ',;;J r � I I ."", I . _1� , . IJU I I . I I % . I I I ,�_. --- "_ _% . . � - _01 4- :�.. \ � /I I , ;_ 11 - .--- I I I " 1. I "W, I rJ ; \ I ., -� - I , ", U 11.1 1 . , . I It, ?,'If .1,[,, . ".1 1, \ I i I � \ % .� `l It \ I C I... 1��. � I _1� % I \ I � I I , � \ I . , .-ili I \ k. I '\, " , -,7:1: 1 � I I ll� , % I , V, .1 I - � � I .1 I . I � I "", 6' L) VVE R '" I \ \ " / f" " - / 11 If I t" / .1 11� I -11111 I I _", ,.- I I I � I ____ .� \ I / ,� -, I ; " � I I \ I `1 ,� � 'O / - I I I I / I , . I I It I , . __ / - I 11 / , , / - -_ k (IjIffl � . \ . R'll" I I A I \ \ % P / lillP, I I / I li� 1� I 1, � ) � I I . ,/ -;�', I I �-,,�, 1% I I 0 "I - . - - - . - , . ,_ � �� Or ., .,- I _ \ I \ ,� I if I / , r, \ 1 I"'114, 1 \ $ 1 1 1 . I " / " \ IIIJ1111 I I "-,.� i / I I - -521--- 1 1 _ - _________ -_ _A ____ __ _ - -_ I ��_ \ N ) I , , . � _� I Ill ,Iljll - I "I , __\ . / � ,110011 ,� ------- � - I It, I .1 -I I it;' I , I it If,, / ; el - If / . I � . I , 11 I I 11 A I. \ . f, / J` ", .. 'I , i I I R 'I- '/ \_ I I I I . 1, �," -,,r -, ,r,. ,iII'1111.11I I ,.,7 , /-_ , _� , 1,�,.�,��-.,' � V i I _-� 't I , , -, " � -_ - J I \ I \ / . � J` W I I 11 / A""i-if"'.", I .__11 \ 1) I , lj�, - I i I - I I '�, - -�-�_ I \ I \., _,�. . / . I I � _ I - I I ., . .. ,,, , , ., I ,/, "" : I ---- A � L_ \ , /' % -,:Z,�. I I If I ��' 11 1111 -* \ I llikIll I I I I " " wz , I I lf,�� -_ I / �� w \ -'I I I I I � I I I - . I. if I � -Ill I . . >�, 11 I I I I r � I . 11 /, ,/ , , � I I . ( I I- =� h I x \ I Il I I e % I / -, / I I . - . % I V I \ I it I . I , -11f ,I , * \ I I t - - - "%�":,-, -, / ) ! �l 1� -j I "(* " if I � .. I I ill \ I .� t�, . S, �, .i ?l \ % \ . It . /_ � \ I ilt'lij 1, , fif , , / �' \ I - I" " � ,� I 1, - \ \ %,� N . I I - �!-�-�T,� I - - .. _:� [ � I I 11 \ I r I . I . \ " I . '! , . I \ 1� , I\ ,'�, ". r . I t' , , I ------- --- " "k " \ -_ , , ,� I "A" . It" it r _- 1 r I I I I . " NA 11111:1 I 1% 1.4'r % . I I I I / I I I J \ I \ \ Z.--, \ 1\��_ - :--,z:z_ I . - \ I I I I . . i I I f I I -7 , 11,0 � .1 I �� IF I I , % \ I I \, t�. I �! I -I, - ; i � �' I ! I ll',� \ It F I It \ If % I I I 1% ,,- ') 'I] jllj� -�_ 001, I I 11 � - , ", Q I I , !f " I if I I \ I I I \ `Si5-z -,-, " '41 11 \ I \ I ,\ '11 ,Yl 4. 'I ,-11 , ,_, , - -5f-, 1 \ a 0 \ \ . - — - - - -7-- � _%, I - ,� , '.�, I ,- -.1, � 11 , Q, `0 \ , I I \ I � . I, It Iii ':If! �- 14 III " it I,.j I / I "I 11 ( ,ft,. % \ lqt- � — I � � � -Z, -'. - Z -, - -`I I \ ,�,\�--, �. j ; - _�iI;11111�.6"1'1'11 11/1, / \ [I `\ I I. I k -- " Il it , . .11 ,,'I . .1 I - \ \ / �_ 1. 3'Y -, j - , ,�X\,�,� I _j ;f I N it Ill � �_ -,- 71''I � I .5 ll� .I- -_ ,�, \\ t-, \ . \ , 11 t\ ./ \ I \ / I . 11 I,\,\ V, , \ - �. I - , I \ - ;; I. 5 I, 1, I .I 11 / I A .,\ 1, I $m��-.-�`� I I �,�. 1� V Ill, --- ,V, I '' ( 11 N I , " I � If I M It 11"' " f, )t � , \ - \ , " , I \ - ,, 4�i f, Ili,-' I 11 , I , 1111111 .1 it 1, 1 y ,- I , 'I \ \ _-, - 1%, r .4 L.N\ - I Ili- it A \ / Ill '\ V � It'll ill' ; , ;IiiIIIII Ili �111 � I �,-,, ; I I �.. N , I I IV\ %,. I It V1 , \0, � 3. ;' � . N, i I 11 "t, I I ! I V. i� ll , " .I \ --r-E: % , \ I I _J�i `�,!* N �, " . (;". I I i 11 I I . \ I - - I I I ,�l !�LI!:,. � , N \ ; , I f . �� '_ _' � - Jq, -, I I "I T111111 1��, l pf I lip \ N I ! "\ \ I , - 11 11, -IN _�� - - I 4. ,� f -) zz_-z_-- , - - Z��e I � f / . - . II �i �; I .\ FDO I I - - . I I I , ! , i I .) I I, I 1, i I --X , ,, \ !/"//,/ ;It I - 11 . ,�, � � % ,A,1� ,,'/ ;,�r , I . I 0 % I I %. \ ,- " I f-"\ I �.. _t �_Z�:� zz - ;7-z-,�� 1 1 i I , j I � el"'I I \ \ - - ___ ----_, " :. ,11 f ,. I 'O " ,-. '\f, .l ") � \ - M .ZZ7 . . / rillf/ 11, 1,-, 1. 11 � "w , �.! - " I k'� i Ill, 11; ; � "' I . / I \ � ) - I - 11"", 1; . , , i I � , I -- "If -.0 :�-j�� -)�-,T- - , . . . I //, -17"i / fit . I i I ii'lip I I -1 , , I \ N \ 11 I I / I '�--x '2'�_-,--� - - � I I , 1, I - - �I- I . � , , ��z . -S �� zz - , I I , I))- yl . I �/, , - I 11, - .- I rJ1 I - **1 71-, I- �,, - i--_7,��§ - Fri- . '. If . - IIIIIIII \ I , 1XI , �� q I if ,;II)t", , -. \ I - �r - I .. . I ///""# it fi. , , 'i i 1, - - , I I ��,\\, ! i: �'! ,,,-,,, " I I I - \ I? p. N�k IV. -,., ��..,.i,.i.f""""" . I �_ 1 I I - I i�, � I XX I � t _ _!!111411� - _�: . !4�0_ ilk, I /j, I "' �� 11) .,�,i C) 7- - __71 / - i I I I 1111,1,11lif"ll " \ / J` , � I .. � i 1 I � � , \ *. � I ,_ ;iz�� - --- - I " 0 1 1 / I Il;,1i / , '! �� . '_ �. 11 I I - -,��.�!,_, ; , 11 , I If - . I r!) - - .r � -, , -_��Z: 01 'll"I"i* 11,11 I " I K �, I V. I,\ , .- .� 11 I - .t- %� � I r,-, . I - _� , -;��-zd/ "ili;I41111,111 -e I , ,-- x - , - - , = �_ - I , "I 11 - I " I I � I _,�-� - �', if 1), I < \ 1, I - / / I . t . . .0 \ � I \ . 0 I--' . - __ ''I - *% . Ill J, rl� It., I i I I "ill'it I " I ; -11 I I I .11 / � � � % -/1",�`.'ll, � i . Av"l-A" * e A . � \ I 001" - 1% \ Ill / Ill, , --- -, ,I, I 1111 . I - -_ . I 1,� %;"., " I "i A I III Iii 1. t - -, I # �--� I �-� - I I/fj it'll \ Ill III / Ilir r 1% �li 1�', -,- ., _ ,:�\N.�.,--..� ,;, ,\,ix - .1 � I ,JM 11 I - - , . , � � . ',� "'. " -A1 , 1.11 �--�-_ - .1� � 11 , - , � __1 Y. .. 11 - ,7iiW`z.' / I I \ I 11 '11/11.1 ., , " ; ,'-, -1 0 " I i . � I 1, - IIII il"111 - \1 I \ li", V, I " , " I - . I I 1% \ QJ -1 __ \ o .. 1,r\� '� " - * t "I ,\_%111j11,;1t�'1111,I " i ff I ;1, , i 'A"ll ,-�,,, - " � " : _.- , , '�' , X,____4� , I \ " I � . ;� i - � .. 11 ,,- /Ill/ ,IN \ \ I*s I - r Ill fe .� \ 11 -P_-� �l�,..,i,iiii,,i,,ii ,.,.,i.f, -1.1 �, \ \ I 011 I/ ,� , \ \ \ I . I - - - , '--- -�- --- 4 - -1 II ; \L \ i r, " I I I 11 I I III I IN I, I I I . ,�.- -� �-_. / "',l,' ,\�\' ., 1� - � . - (r) i , � , ,�,\ "k , . Or / It � " - - ,� :�,< �: �'. X I -_ � .. ..,7 If 10 / 1�� III I If \ *.\ ��, . ----- , , �,p A \l -\ \ I \ 1� I-, f � - .r. , - , - - - - .\ % lr�l - ��'..z - , I I.- I I I . \ :�� --,I - \ � , I .�_ -- !,�'!, V ." �- \ X I _Z__�___ p, ?v I - \ ,�,, \� I - ,"'�Z�-- / / / 1%, I .I- I , \ \ '4, �, it. 11 \ , " -1 , I I- I ..q- ' I _. I 1, 11 I. I . � " ('r, \ ,. \ \ " ,"' ��, I I ";, Illt-o' I I - IN)ICY I .;-- ", --/ I 1) I ,� ., �. I \ �I I I - '-- i \ \ , , - r / � .1 ., I I I I \\ 7 1�-� ;�, � _�, .1 � ,;�/ � -7 1 , ., N I - -P &,:-, . , I I - \ , . ", - Ily ". -,:* '\ I 11RUP 14- y - - - \ I -1. - I 1, \ ,- , Ir / - , r,��Zz__ ,- a , 0 ,� I- - ;i Ir k �_ _1 , � " , , '.1 , . ... \1K / I it I � . ,4,\,� I jj�,�[ , t'.4;,s�� I - - -�. ,�-- --',,---' /1 i" '.1 � \ . 1',� ( / I / , � 'i. , -- '--Z�_�- - . I I .,� , . I . \ _____� I " �� . r ,,�\ I 12� " . ?�,* Z. "I , 'I It , I 11 - �\ . " 11 I I �, �. .1 , ,�\ 11 -.�',?,k t . . _ _. _ . � - ;j I.- � - - -4;p-___ -) \ ?. . . I _. - 1:- '. \,� ,Z`lil� :\ ql ;I , \ I � . _1�j, � � -, ;; . . i . r, 1;-1 " , %\�,\ - ;�% Ill - \ 1� � .� . - , , - , ,f,f 1, / -----,,/ I'-- \ . I �1 . .�.j;, , / I I " _., I ,." - I ,::,; , k�, , , / _____ 9 I - _�� , I � iF,. n,' - % ,�, � ,---' 11,1, t, I. �. I'\ '-f. J.1 . '------ . % - ,I' .. jl�' ______1 - - - I— . _->tP,',;-' .1 . I / 1-11 el �/ k . \,�- .-. i / __�.,` /// �:� Z. __1 I., - -- � , d 'i I ... _.., �%,� - I 1, .-N - ___ � _;_ r , 1, , - � ��"._ - ,_ \,Il, I // I-,— ______ ", , . _ - 11 � � - .1 ____ CA_1E I - ______ - ___ �Xc " �/, . / . .;� ,�_ �_ .r ,__� , . . -IA, ... ., I I _----_---*- // - -_ %........., \ I ;,. k-tw � \ � �,,� \ I I I X: \_ � I - 1, 11,� � , if , , .., - \ � �__::_ ,-- e�'; "i I,--"- 1-1-/ " -f 11" 'If 'P ". " J-1 I -,r \,' * - . \. 401�-ri. - , �L_ .: i" C� - � ., f � 11 -----,-.j f . I/,/ .. . I __ �.,.�� - I - . I"`\,-,%\, �� r - . I . \ - - __;_ . . ' - I I N--,-' - F ,----' \j .1 I . I - .----L- MW-8D --"r ',-!� .. ..�;I: ,Z.�.,��- � ::-- -- - - =_ �: I I I , -GID I i � -� I . M. - , ;t�',\ It 'r, . & ------'I-- __ _ . - _ ___ 1, �- �fi� ------ , ��__-�-,� 4 1 1 1 , I -.-- __� _�� \ � . . .,C�� z'' ` z` �;,,,-_I-_,�- - `�'-� zzz - - - - - - .!;:.S writL.;:. - ::.-_,[:::- - - -_, , I I i I �: - .---, ,� I - +;�,�_ - - �Z;. - - =m . . 7 - , - �.., - I " -------- --I ___ ___ \ I .... - '� -_ J_ -_ - -4 �',_ --- _��:. -_ -, , _7:_� -----. I ,r-�:�, - , ii. , - " I . I/ ,- � N . ., 7, 1 � -_ =-.-.- � - - _�� ____� � -_ ------- ____ I . " / - -, -------- .4;z�_ ��,� . __�__, �_,___' - �, I � , . I -\% � - - a 9,&�_� __ - 10 -, - q.��_� 4]ai�� - - :::_:� - � , - �11�_� __,5��_�� __ __ , - � I �. � . . �. . - - / , . .. " , , -,-, "__� �.'--.z, P !4 / ( , " \ .�-�,f,�-�,;:��.'�.11, - ;-- - _�� I � . I . I :,-,r �;�� j I 11 I . ,�� \ \ I . � _.."" - I �_' - � ......... =`-=;= _. ��_ �_ - . I . , � . , L_____ I ____ 11 , -,�- - � "ll. - - _' - .- - 11 --- I � I �� ,,� - _:5� 1. I \ . : iAl'14k'..C� 11 �; I ,,,;�', - I I 1, �::� �, �l- , � 1 - - I .czA ��., _ ,/ � -1 �_�__j��*,§_,___`_� -Z 91 _� -:7-- . I � , . I . x : . I � -" / -_ - - -_ -_ ,;- ------- `__ _� '1� \ � ! -. �,�j_ I � I 1 , , I - I I - -r",Il' *.,,�.:Xze, i � __�� - . ,.� � i . I I 0 " � - , - k. � ... , . �\ , , � t All' I 111"t I . .* . � I . , 1. 4 . . .1 I I `Ix - I r- I n1_ 1, . 4 I , I ; ,�',�,_",\ 101" 1. I 1. - � 0 . . - - ,%�-,�-�&.-- " 1, " , I �� l --- .. " , I j."..., . - . -.;;-_— . I i I I '. . 1, .,�.f, �;,,,&- *�'-�.�'�,l�'�"-:7�;z�,�,.�.,-.--'- - I A %, I - , uIt t-.,,.:: i �-." , -, , . � _ � .:t`--,i�?'-f.*.f 1.,- ..- - ' . 'k -,r' \ \ . � , I : . ,�7. j- - . � 'k ;l .l ' e.. �. � 11 \ _.,.�' .. �,_, .- %...A,-,, . � 1. - "" I . , 11. _,-�_*: . ,._i.*,' -_. . ).--' 1_:i._'_.1 I I . - '16� 14 - - - - - -4 - `(. , - - - , " ` I . , '- - , -_ _ * - - 7--- �---- �,4-.�', ._-,:: -.-,.--- , , -I I I ---. .. -.�',, -.�-.��,.;"W PROPOSED LOCATION OF � / I .� I \ � "Z71"-i-�f, -..i�� *.�, - �, _,,. , .. . - < . � .., . 11 . lo � '. � , ..,, �" , �.. % _�""fr . ..�, ,l: I .,b!._ X �11 , . - ';.N."; Jr .1 - 61. , 'Ir - � , .4-t?.�', . .0 ", ,_----- I� 14 , `\"A`,,1,,:-1'y� \ \ '\ \ \ \ \ � \ .%. -��.�.-�-,.S... . --- .-- -. i" - � -1k. . � 1� I GAS MIGRATION CONTROL TRENCH !I i, . . r I Ill I ,/If I - ;�!.- * , * I . l�,�;,."�-'_ , *:Ie��. e � � .. . - "� . 'i 1. -�,�, , , ,; ., -\ . ,.-.�,�� _',,-�.".. � �'.. , ::.�1,�,-'.,.--;',. � I . /`,` I \N,_�v " \ \ " - , I '. .. V I '' 1" __ - . �!� - ;.: ,.t - Pk.. - . 1i , � \ \ 1k , *�' '.', ,-1----r7� ___ _t � ��'l ,il I" � , ,,��7��<..' - .i 1. .4- � . . \ 111�;'11'1�� :; --," -,-----. -.-- ;-; , .�:, I -.� --,.e- I \ I ,_�, . " - - � -* �7--- -.'�jj I . . I , I I - , - , - I ":� - J-. . _)" ) I � - "�--�7. `�,J 'it LIMIT OF CAP � � - � 1.,, \ �� ... - I - - 1� .i.,'A� - 1. _..� +-�z " _; 0, I , lul�.?. _1'1_11-Alrk�. . z ... .% -.1-11.4._- ....:! .". I x T-3 1 � .�rl' , � \ "'...k" .. .1 =�-_�Y_;�-_,:__Ivl; I "_____� 'K I -71111_�: � \ N -, .,e - I 114 ... wil."".I.., . . I ., 'r4l".." - -f-r- - -CLr� G .--, , , ,�-,�,,�,':,,, .t.�;,-.1r,'.i.t: . ''I / - I . - 4'.1'.., - - , \ I -,�. \ \ _. 1- /, , I 'i - �� .� - __ . . . I . - I - , \ ''I6,11''; il '-, - " .�,. I - - - -:�,_ . � � . 3�� 9 1 . - - \ \ I � , - t. . �L�? I - - ,�,_ i; - �_ %. - -w, ____ x -�l� .-."; ,,, - ., I . \ \ - - _ -;p �t .I :T 7 �,� _ V ", I . -, -,�� ;� I I . �;..-- , \ "\ \�--r \, - . _____*_'_-�.-_ -IN ,,-' . :: - � ,� - ,,� .�;�� I +1 � I I I I � I , ... . � - � I . -T.O.." . , 11 / 7 : , -;l -- I ,�: . I . !� 4 1 - ______ - . , � _.- \ IV " - " - .,- , -_ , I - , ... I r ----- \ ��ff_ , * I I \ �� i I - 14 I � X " y 11 \ h I � . - - - 1111� i .. %, 'I�P, /11 � � , . ri I �: .. - - � .., I J�; I 1 3 I LEGEN I ; . ! U'k.:�,;\�\,� - , / \ I _j L_ __A��_ L _� - _ L $ r I----- 'I � .��___ X____ j I \ \ de I , \ "/, I I-4 & PROPOSED LANDFILL GAS MONITORING 'WELL . I - ,_ I � I I I "��,�" " '� ". A . i I ; �� \ " . - � I - - , ----,-4_ - _____ - __�._ _�_� � , %�,-'/, � f " r . . x ____ - - - - - — I .. �**,� ,,_�; � , ` I I \ \ - - I -_ lk� : \1 � \ .. - I I - I - _,_�, . . :.r.Z-�i4 I , � I 1 "114� � - - -:=.=:z ---I- r_ � . . , , �, ,'�!'� I , � wfi� I � U\ I . I'll � , ', .00 lk", = .. I - ,� __1J N , !; !� ", j, � r? I, 0 7 - - - - 11 - V I I - _,- ,)4� - .. -, I . I f-- - - - _____�__ -_ - - Z-7- - - � I �,, - ______________JF____.1___ I If, �z , I 11 �, -, -�- - _---� ;�- I I :0 . I _11� '� .. W."i Ij � 1, % 11.1 -.,-, .:, -.-.7, , N I _W� ,. r - -r-- -. ,,, -s ._-.� -�-�,�,_ _ I I ------- I\ : - . 11 ,-. , � , - _� 0 . , " . 1, X �- , 1% 11 �;,�z_ If" . �_i!�. , I 11 I � \ \,\,\N I - . I �`: _ -- " - . _.' � � I- - � 1 ----------7 i % - _:I-k,�-,�,L - \ I � . .e � ll , '-- .-,-.- -,.- -,-" --------__ AftL ' PROPOSED LANDFILL GAS VENT � W_ - , � ': _;;. I 0 � I J - - 9z Z. I I - I 0 �__ . . I I � ;$�� " �1. " / - � 1, L J . , -1 -z" - - - I I --z-,Ig '__ . — - _____� i I rrli . r - I < .1 . ., �4- - I \ I,- 9 9? M " I I U 0 V :2 x tr� I, w 0� x - \ GAS MONITORING WELLS . . ________�__ � We" I - I Elevation of Screen N um ber Surface Elevation (ft) Top of Screen (MSL) Length(ft) GMW-1 46 1 . 43.0 30.00 i I � GMW-2 46 43.0 30.00 GMW-3 \ , 46 43.0 30.00 1 GMW-4 . . � 46 , 43.0 130.00 GMW-5 , . I so I 47.0 30.00 , . GMW-6 I - .. � 54 , . 51.0 I 40.00 � GMW-7 . 48 . � . 45.0 . 1 30.00 -- GMW-8' I 45 42.0 , 30.0;____1 � 48 . I 45.0 _--�0.00 .11 GMW-10 . 47 . 44.0 ' 30.00 ' I GMW-1 I I . 54, . 1 51 40.00 . GMW-12 . . . . 50 I . 7 30.00 ' GMW-13 0 � 1 ,,-4 30.00 GMW-14 . 4� 1 I 1 . . ,,----' 45 � 30.00 GMW-15 1 46\ -,--I 1 45 , 1 30.00 __ - I � . I Well _1_11� I ' Elevation of - Screen . Number-" Surface Elevation\(ft) Top of Screen (MSQ Length(ft) -V`W-3S 48.50 12.25 20 MW -3D 48.50 . —70.40 10 MW -6S 1 54.00 . 12.45 . 20 MW -6D '. 54.00 . —79.00 ' 10 MW_8S � . 54.00 1 1 . 12.38 .20, -MW7_81) - 1 54.00 _\ —72.00 1 10 .- wir. I I � -� _____�_ __ — N� . W-41111 ______ - ' - 4 ) 0 56-111104 imm , gi Sfj-=�Mft I I __� I I ZRAE1 0WAFISIFE-ASA43RAFAI-WIN _4001 -IN 1 wA - I -, - - _AF I 4jrw -----F-- - Z -------, r, wo -411paxly're 14r, Me FAMWO .71MITO Aw .., ill Fifl-l�fAl,ww-4�g,---*-,,Wffiw,vmw%,W-N,NlV, I SUAW 411fe-EFORIN afff-wilif PC-tigF, ------_ "--Jl - .1 AWN _� ----_� , ----- - - 2*1 2"M _0100"M swA ., r - , SF V - to I 41!111wN4W w I . - , .1-AFAIff 'A IN - , A 1, C#144 M t :Atl#7 I . I 4Vj-V4ftA-%jwAwj-w4 .., A %yQA if,; r'J' I . - - _w'- MCI- AFMAN21AR a w ffigrjm�ww 14 AV, - ,m4.F,WwYAF,4,w,�a-�O&O�7,4,wA4F,I . 'gig, AIR _4w4 Q&`FA1 I I Raw, A at --JW Iffs 40MA-MrAMINAWA, MwAr, - ""MUFAW4 . AV, 1"Floggy0pro, � - F, - A '74,1i4w ,ji� il, -Af--% 1wfQ2F%4F, Big, I 4-FAMONCRA,4irg-ragaw - - ,6=40 -4F . I I I j -1 - - - - Artrg %'qij - -w4 1 4 - JFg-7,wg,�1#,'bw_*: OAF* " 71A, , 111, AwAl _rAFArA%Rr_1%s . I � � g'agig.-A - A ��Wli,"Wl�W-ft,74-kjf,V�-4�r4wi-�,�WAVA7�ft-, MAP, __� . gzgg ,* M-Awo ---__, .Ag1,sAgg_,4g,'.-.P0,&A a, MWAVA ONNA - .04045NAMAR I'll ffsmmarg . . it' maw, -.4w wArlim .-4AtA:iii-;;w,-o�WAFI;lj�AVA;I&AFAF4-lk�&-A�rI -4-VAP, '14 -ft _#,-4-FAW I.-b-91544FAMWIFAMWAR, - - V - A _4FRIffi% _jF ,-gg%-, , N pj* - M All w 4% At, -z'signaw-g-M& ,j,r4liW,ffV -OF , ,-Q7- -F.Cr, -4rQ-4 g4f ,04 �Vq I _ j.If 1, -4�r,ig I , RAW 111w -,. 1509MA61284C - � , , , , I'Val At 'Wag. -Ig 'w4rAw . A y \ ffi:4& -w4t- 4_F Aff Iffif"Aw" 111,174?4vajo, 1 - 'AV* . _Cp, AWAN, - -4 � I - - M _w v,,,W#Abe§A;�-*&,F-4�4r,--4,F,l,*.A:t,Ar,,w4F,L4,,E#,7AF,'N",LM-�4,F*--*-,.Wp4I _ , - � A W, - 104 W, - I Ewa, __ __ w - , --lat - . QfijJ4V1%k,Aj4k - IiailN A .* 11111 - AFA .r gr -8711 wy I N, gjkrr, gr g4j'aAk A .4wri�o-,C,4-tAv,.-Ar��--M,g"WA-tw., A91 ft, , - - ow, - .--,w -go, 4wjw, � � - rB�*-44w,.R-AFAUI�4�'FA-1�w4v,;,-NAF,7.4�-�gibo,-i�A;Aofw�E�I nwiggyaggaggs-ow -- jF4!gr4Fj;PrAwA!w_f#s jF4w,w,%r* 01s, t8i, � 1 -47 .4, 4 4/6 AFA - AWA Ab '111i. P 4184 gwAr a - - I - - _q _11111 -M ��.Ill_ 2- - Alt -*�T�-N�-,w�WAF,;,A-kAw,-�w-AFAI---Ar,- - -.1 ZZAVA-SAWAM, BOAF AWAM41 __ _12:%iwil rs,441FARM *:j I'! MAN, - _WA F, ` 4 �Wft -t 4 W �Rpg 04ROFAffe ft - A-4-2-4-ts MA r I Ar-.4-Af,-iq-e,,- 014"I", !4�1- gggill - _ W 4F ,X - * I I � Y� - %, bgAg"Jigs, 4,W,Z,% - z - *1*j,;I`QAF4 Wo �74, A� All: -,r ORWASNIN-4 , - -*-' AV - ,&� . 4_wAh__2w_jwA_4bw1j1w AW Ot ,k, pr 'a ii� - - ,4 A:i4�a�ii-n-4-F,4"-4:p-,FA,bw,.A:t-,r,,�wl'i-wo, 4 ; jwl, ,sms., W1, _ off , P11 NZ 4�'�07A.tl?l'.lt*:W�.*-R&4,4�WWI"-kAFA , 101 796940.4i Q 1 � , 1, ., -, I irg WA, .� . ,--A -W a PC - , 4 gA g ,4. ga w I .1 w FAF,4we F#AW- A -we g -4111P Eg if -4 -_ FRI ---" EWA ,41f4,F4,wffR*f 4: ir V mg, n -Aw% ,M�WAF, _Q Aw ** A;ff, _ - g ,q r4WAF 114, - "WAV, -WSJ, .,ll 11AFAI A*WOAF,:!� -4 Ag�_V k - Ill I'A W, I -AVI ff# .: _ A ill , , - a w m -L., �WJQR.IF $,44 Q-,4�wft will -.wAr -w, - MIA-WIZAIWAF *I* -M I A I rq b0g; .spRewfirimaligg , _ , - AV -4r,-�--Ar"�w#)AFA�V-*,'Ew�ww*,-w4 It" `J I 2g;, A I -&!A Ism 5w,0062-140SM Mw_ft 1_s_iFA9Fffjw11_w_W_ 2`41 - geffigbAlt&F - r -0 g V, - - -,WAR, M-4 'Al gg A -44 "I'll, _4wwA5110MF - 464w, . _ g- - --- � 1 6ffi&Qw.* I,k:,4t,074.a-,i4,�4�r4rA-k4F,:Fff4r,4�w-*,-,�RAF,--,�,�-,-q-,-wo _14 4V§A! M., , 3-4 ;�-�, -4 ' ,#-AwAr w* AN r 0-06-CENZ-, W g 'W * . -_ _'W� 1.'4.V7*jQw!# 4- 0 IS01,49 It.249 11.0, � to ir . ,b It - 11L a . I __I 'W Ag,;; __ ., '. Ili , ____ - - gArg aggrAwn Ag , 1, __ 44 'Aww'g-Argor MWAFENAWA I 410-A 02a N. Ali .-A, * 1% -� Aff, FAR INA, Aff, 'Affa I W MAR I,b ,A_ 101, rr 1- --l", t W, 7 I ,-A,WAF,�--*,Wl-lklFA4w4�FAF,Iwp,Ar,mll.t4,o4�F,WA -w,o 'itaffiArA724N."o naw,%-- I . Rio Eft`,254,5,294, INFIN FAA -4-WIVA-4 R, -Ewspip'HAN, . , 6 Q __ A 1 Mw 6S . §07MAZZA120 It**** ft - _� - M.NN 1*114-1 I I - 4111111; wr _ffAFA'*'_W4WA4-UAF, Q -W--" 0 AINIZIE90v, U -N -M, 0-00, _wg jr ,,We " , - _ " - , .-wil .411, ,q upwo r2#AwAr_*§FjrC* - lip - III S , N . - OF - -1 -9&r, - _W Ff R 4b 42 1W.Az - IvAg A - __ , - , Aff A wj I ggez - A -ill, - M Awr I - - 0AAAWKWASIP& - 'W'IA fl MI. 41 , I - 4 COORDINATE FINAL LOCATIONS MW -6D I` --w N I - -9 - 0, w ft - A ',gw,F41,gr#, 14'r wzifw.j�-,% . 154FRA4FRA.W.11-M .kgqjgff � w'%AP,7,ks,7,'-w*,W'-TW,-w4-WW,FER,W-AP41,14:tl_#*,*,.I�s!,,,*Zl?lI INXIMM OF GAS MONITORI G WELLS WITH � I., � - V, -4r, .-;ft._.z _,w 4-w --wiz,Mw 'l-'�w4r,-,�W-O.-4,we,-4w,tiw,4-ws--";,,-T,WA-,w - - _--s' I I I Nwffil, 1-641RA0SK-0-RIA079, " 'C9 w ,_ A- -�-IWA=",-4w, V - AMA W -A 1- -Z � I &a �A%A-F_4 -SI Q aff-404 wa - - __ m -wi _� ;z..�g'JI&F V, & - IN r Fal -I&:625 - -.11114RA74 , , I I F-Affft �! ** g w - -W -'l- _M% -1 - 1, mr AM -7 , i . 4910, - Aw __ - , Sr" a Aw Ar F - 1-4 ft '61-41:01. - iy 11 _____ - --w MA AN TRUC URn '---- - - '07 49 i Or le ges; 41 Aff _ - 41111111.1,900 001WIL4 IT - 4jawN, � , %1,1 - w w .- - .g a 7 OR .4, I'M , Alf .9 M."WORAF, JM � � ffi�� — , __� 124_�W`111% -411# -�-,C, I-11111 - - ft '9_'Ss47_1Q*A124w;,-,w* - W,WAr W* ,W,W_ IF 'o- Ift _ * ____ I VIA ,,wjj __ ___� V-SAVION A _ 'r ON A - 't - �Wg ,� 'g, � .. �.�Qjr jo __ W044 F,--_F,W, E4 ,j_�J, N,_ , I _ww F, grs�gw -----___ -wilille A 4 I - - W�ft__ __ Q __ " Robw--f-wio,b*.#:,Arjr-&AF,4,17*-z,-w4FA ill -a s - A ,;p 10 151'a 141.074 141-94 Iff-Z - , .grar-swim, __ , - ft,'7'1kr - , A , S, r_1k,Q64WQW1W - 1114 _11111 - ,4w 45%, 13-416 - DW -I** 01kAwjr2X WA w,%,_4 - - _____ - ---, _ . . _*, IN ff� I -1 - 4, 9"MN - 'Alb -1 wl _ 001 ON 4 -F, - - w 1111111`1�lez 1401TIVOWN EWIN lk 456 Sri SAFAM-0,10 1014-witc-110IN91-14 _W4 __ � -4, T 4 _ V, _- le, A w I @4,,xzn*,m ff - I IV, "NUMMAIWIMA 4 ;41# -%jt# -,g'@ FAW-41NAM2 AFJAV W-11 _*024--c ;_ 40170, -EV, -,-w4r, 00405-4j"M IN -, &* - I _*-, ?_kg *-V IZ94 11074 - --T MrAMMANIVIC, I a Mww wirow _4w 4111. -agos, - Tl6N OF G - --- � - -2-4 ,W10, - 71 - - - -- NA __ , _ j III w '. r, I -4_w4f0,F4%* 7 -, - b, MAW- 0 J_ wwq,r,lk FARM i, ` sAlp, 47Z V 0 _ w ;Fjk4F ll, . ,,Q w __ . 7PEA, -"`w .1 AURFAM - Me - ., IV44 .-ill= A J_ __ 'A 'Ellpt4jr-MACS41 WORAVA I-WWWA41 V 9 was 41,- . _71MACIMMSAIWISS.- .., - - '--,FN,W--N,W-wAF,W.-W",C -W _" - - I j A _: _4rpl.,Rff* - 4.112 .11. __ - I . x - . NEW ___ . 3 � ... i .11 % I � " ,% N 1, , �Z;7; I I . � ..� \ \--N N 1�, � - - - ; ".V ;l � ,, N� .1. -_ __ - 1. 0 .�.-. I " \ I I \1 . -.1", . - 22 . I , 11 z: � . I I \ - I I F , I - I I -- I . �t-.�- , jii I 'I .e if, - I '-,. I I . ��,t7=:�_� _4"_ 11 I, . . '. I � 11 ','-.- - I I I ,eA j,,,7i I' 7f 7,---- - __ - : " � .1 � I I . I.. ,� -1 I I _\ _, ,.Ili I I I 't��4 — __, —7,'"' ---\ . 4 . I - --A'�.�'.f" .11 ., I .: I I / " k,,��'7 .. I - , I" , �. k - " I A . 4-�_,�* it L - I , Ill . � 7 %. 11" " . ", ,� �: " . -, ,:l, t VJ �, �o I iti, 'I------ . I - 41 ` . % - .0 I . I__ �i - .,\ 11 . . ! , W ,o,/ �_ -;:, �Ik� . I ., I-, f ,�� >.1-4 %7�� -_ " ,"I -, / \ � I . .. � I.... ��. -1 I — \V . - Z. __�,� �, I % I - . j ''r I I _ ,V�, I , , , C. �;_-,* - � . , � I "I'll, i " - - - \_�,� - A", � . . I , \ %( r �\\,,\ \ _ . V.- . / -� 6_11 � "', - - I I t..,Z� I 1, \ - - - it -1 :, - I , 4i I I I/ � - - Z:7 z: �!-, = -4 - _'Q I 'I - — -. \ L - - _� ,-�, '-, - " 0" \ I __:___11: d, . I - . tt.,� � - \ \ I . �N[ 1, - ��,_ 31� 1 . . — -�",\,�. - . � 4 - \ \ \. 4r__� � 11 .�- �---��-:�-: . � ��', I , N \ . I - : '� q, (/ Fir ., �� ll: - - 1��,, 11 ��,--,��,.: � L :_� �%� _�� . -�_, -�� -r-� �-: �, " \,, ',� �.:, . - , I - , , \ N \ . - - 'P. - . - � L ,�j� - , ,!\1 ,--; !%s . 1. _N . I -, ; — . , ��. N \ -, _�-� �;Z� .- - %.I \ " /,, �' \ I - I . e., . - .- , , \1 � 4 1 -.--< .,� \ .., . �\7 \ __ ----\\, I . I __z� :_ �/ /1/1y/// .7 4. -, ", .1 � , < � Y - � Ir \ \ \ - - I - Lil= �� - 1z, 1-z- r - 104 , 1, ,, I � _ _ — r — . ::��* , . �---,,, , j \ \ , I I - _V -_� 7-� - t. .4 ------ , ... , ,; I . - I I �t]!� - _� zz- z , ��_ — I . -,w�>,"I'-i . I I ,, - - __ . � . It I Ifflk - 11 : `_7�,, - , 7 , , *re -, t\- -7", " ", '! J� �. - - :��, .e_ W 11 \ - \ � __�_.;: C', _��_��_ !!" - \ � I - - . . . - N I - _- .� z: N -� , , - -1 , - 1, - i�t.�__i;i�_� _V, , �, , , , , , 1; f 11;'! j - . _..._"..% k 4 - - I N \ \ \ \ � � I ,,, - )i IV * . ,N�, � n,�.r..-;-�� , , i .."k, " . �' � .�,. \ I . I __ iz� -r .� : -, 11 , I , __ - J __ - . I N - , I I -.% I I I , I ,, I _'Iliso. - - _-, - --_�; 1, ,f' -_ , � - � -- __V,t1_rz. - I - , \ ,, - � \ - \ I J, ;,, - "; I � -, '? ." � LL - .;:�. �.,. -�, I I r___N ��\\ \ , \ - -1 ��, ,/ � , I me�� _�14 1 tr_a -, . I ..� , - ii ; --- - 'l, -�.'., ; "\ 11 , , . I N %� . j - N \ --- I I j--- I � - - -- - P - ..) . - 1 �5,w" �-o I ,,, ,jr- _ .�� i _ � , \ \N&, i,. �, - , - - I _�n -, zn._ 1� V�Pl. �c 4 ,,, _\_1 �_ ,\'�"! _-,�,_, It rf - � - 1, I \ . /I .�- � lVQ1 T-41 � -�.�,:!,��,�;., l, _� I ,w I 1. ----__ - . � ,\ / , N -7- I. I Ij I , il� I I I - __ . "I ..'�'-* \ \ � -\,-,�, , "� % " Nr \ \ 11� '� * \ - -.& - - i N I , . � . -i,.':*- I , 1.t�l .'\,% " I \ I %� , I . I I I . 4. � s -.,�, ,,, � ,� , ;t -1 - -:.-- -1 . - ____ - -_ '.. , : ��-,o, , I ___:��,�_ / I I .1 _�� I \ .,�, .�,, "'J" // lw I . . _i-- IN I L - � L, , I � , . , , I I I , I / _"', _ " , � I I -, , _..'�� I If I I I 1"', I /1" � l - - I I I I;, � � ,\� q- ". 1, 1\ \, \ I . \ . --A- , _., , __ - ,%.;, ; I _`$�,\:: .',I' I - - Z \', '-,� �--_-, ��.. / ,�, ".1 . i 1 22 . - . ___ 41, 1 _�"W-ll I j ' , L I , I I '. - I I . _____ : I 11 t - -��, I _11w I .,I, � " " � " ,,w ,!�._��Z41 _,_'1�611 �'_'_7 - . . 1 /17 'I ,p -/ I 11 I , \I 1'� - I I :==jF -%-�� -I -1- 71�_k_i 11 I I , '. ,�;I ,- ,llklc; , - 'w"". k ..r , - _ 4 I I, -.�� , _. I . I I - -- i�l - . ,,--4;, - I / _�.,��,, 'j,"", "I" . P , �; �L� . " i f��*!�r I I 4�;ZN%_ � . 1 ,�,�.7��7 , , I I , __ , , i . . - - , I --,- 7',�,�;�;-,-_, - ,�i - - - . % . N �/ , \ I 11 I � _�i - r - . �*.� It. I \'11 N I \ , I , - ,� I I �Z_ _..4� ," ,.-' - , 11 -� 7,7,`",-,�_��;;�-. -,,,.� �- I ,� ----__ , � . . 1; 4� 1� - . - I \ If ,. ,� �� FIg _:��, -_ 11 ��, , '11ilr / /1, . I � I--- I I ��, I - , 41 I% _ i, I I , I,- t I I- - --- f, I - I I� \ _v � 11F"l " I - _. , L, � -� I i __ I � " r r I _:�--- 1p 1. , , ! I P. . lilit Z: .zz: - - - - . If I . / / ,l t . % I I I k \ ,� '' - .-,7 I T K.- -- - - - - .� �__ I , --� , �,�, _� . _ .7�.%-,� lip - � . Z- -Iz;-_- 1�__ , � -� " , I ___� LN - - - :a�t7,j 11r.- __ - __Z:�__, , , I , , . I -� , _�.L" =-='-- - - 1� �% �� , � ;, � . � � . \ , � :-0,.*_-__5 _:_�, � vtf� - �� . / I - _ __ I �� f;, .- - �� j , . I ,- -, - .;.:"; 1. �_ 1P I I I - � - 11 , I � � I I - I .., . I ;.: It - - - I � . I I Ill \ I A -_.yt.411'_-:�: .1 -�' - - - -Z-7-'-�: ,I __ - I : I � .. I 1* zz 4!'?i� � k . iL . I , I I / �' I k ': I " 4 . � / -1 I / 1 . � I ,f�, .1 - I �... -_ . "� \ - - - / / ., -1 i , �- - ��,� ". . -Z � , 1. w �� 7 - - "_ I � 1, 1, � - 1; I- � , I N - -w�� .11 � - - ", /, - ." , "I I _.� - ::-7qNn _____ - Ifi / . , REO�HARGE BASIN -1 � `4-, �`I.--!-; , ----::1.�-_-rn--;i_ _�; - 1, N ) Vr '� � � 1� �1�1 — -_ - j ".e . NO. 2 — � ,-` - '_ '5;S .34 1, I,z 11 __ ,-* — - I — . , z; ,\,\�,, � :!�_:t,___�, _� " 0� I I . , .--'t.l �'. . i.z,�; — � . ,-- �_ -z -_ -_ % __!S�� I; \-Ir - .I-,- 11 . . - - __ - I " ", \\ �1, 1. I t�� I I i ,!,� �.14 � Im" . � ,� 1 4y- -_ It/ �j � ___� . I -� I_ �. _�' F _1_, ,"__ - - - % I I ,,, - _ , - - I I I f I I 9 Z!:;jt_,-____ , - r ----? - . I f. _ I . .. .. § -OFZZ __7 * ", ,�"\ ,� � , "I ___--�� . � . . � , � / � I I � . '.. - . .",_ - - . - - -- _� ,4z_zz�� 1�!t !_ , , _ ____ I I / Z� I � I .w 1i - I .z t . I ".. � " I - . I I - -1_.,,, - � I 11 I I: u, �..", .. I � - I - I. . . � I I . � I I " � 111 I -i - 1 , , -- 11 f. , - 1. _��__�__ - lil�;_ �_.,� __- - . : I I 1/1 III rr X N t - - ,�--- � - :;� 'Vl��,._, .1 ?,,7' . V I h -:,, __ I' , � , � � 1, I , ir I" . , � ,� , , ' -"- _ .1 . �' �,.- �,�, - _ - - _' j .-, 7- & I- - , . ��, ��._ _. � -.-- - - , - I- - . . �-,.;% �'.,�.�,-.ez,: - , 11_ " e -.1; � : -,:- - - , , '. - L � % �.I. F -4p. , r 11 __ 'L.,;�:_ - if/ j, - 1. I . 11 I � . .� . r i, : - I 0 -- I - _; . I . I 11 ____ .---- ,, ��l �: I 'It \ I - - I - I . . � . I , lf, , , Aj �, � . 1 7 - ___ \< � ,T_"�,:_;_1 . I - 11 - .-,-� .: �_i�:, _�", " , .;l It ..�:�__ , _5 . L 1. � I ---q-_�. I r - . � I . . � i , / , _, 1, 1� I L . .::�; - ' � 7. � I � -1 - � -;'�� _ - 1�c I , I 1�1. - ,-*,'- - I 7 . 1, � �';.-�,.,`�' ! �'_ _� `� �_,-'�'. ; ; ".1, - , '' I - 4"". i . i, , _ �"- � -111-.4- I . - ;Ii� I � -z- - . 1;� . - ,., ll� , 11 17 =-=n , __ '�r . I I . I \ ,_- I . I . __ - I f1l, � I .1 I ... I -_ . �. -w , �` " '.*.�-,�;�Y-:'�,;_--_,, --------_--4*0 , , . \ I I ;-:!�zn.; ..." . : - L . '_�_I,i ", . 1, , � I � " I . - �� I , "�;,�-, ; % , � . . I I __ % I I . , ,f ,."7, L. .'t W,.;,.�,., I . I � I � I � I - \ � , N I I// //I/ -_ .'I 1* -_.---- -_ 711*�� _ . -_ _ t ��:!!�� -_ __ I . 1 11 . - �.,;., . . � - N I , - I I )�,�\ I - �_,�� . �7. - - 7 I " i I - :1 ::", - I - " .- � 2�, R� , I 5 5, il �� - . 171-,_ " - ' I \ , I I I i I i i , -_ ----. _.. W.-- I - --- :.�� z - -- -------. __� �� . _ . . Jill f � . "., ,.� L . I � - -.,..,. ,-. � Q?& - , � I , I I, . . I I I .. I - t��k � - _., ___ . . , -,- -, / % I I I --f � 1. I . . I �,-*%,:;,--�.-' � � I / I I--- _____ - __ - . I . - _. "M I � I I � 011 ,_ . - --_� �-_, - . .1 r , . "I ''. 1, . , I . I hl ill - �4` \ . "4___1 . - �_, `�'11111 11 _-*� _1:��YHAKU� BASIN NO; 1 - � - -.1, 1..�'.. r ...., I --, !:, ,,�_ , / - - I It ZZ , - ,, 1.1"Ali"'w I I , I I'll - I , I � ?" zz� , i I `�,_ , ., -1 -- ----�"< � - � i� "' � � � � " �_ �__:__ - � � I I " : . V" . . ; / . I . I . _____ ,1, 1, -l"''., 11 - 4 -m -l'.- . . I I � L it�, I 1, 1. I ; -. -1, I I I f __� I ,�. _ �, M�, �� . 1 � 1, __zz _ I----- I � I / 4 _� I r - .1, Z7:1, 1 . -1 ! �:nsl I --:--:;: � - " . ll I , , U /'1 (00, I . I � � _ L . % I - I , , a-- I , � 41 � � I I , . 7 . �, __O I , - mw� --- -,;l�:::� ��! _ _!r I " � . li. 11 4' T i I I J. 1 4 - _____ I I I I r If '. : All - I . . . . . _ , - — - .. - , I - 1. 4 __ Z__,�;,�iirn..;7�-:.-___�_ \ I;, I 1, -_ I I 1 . � -� x - I t-_�. . - .r .,� _ -� - .i , � I � I I ... 4, '. ', -... - -1 �. ) , , . I I—— ft-- -_ , , - �___-- i I, I :, � j . I . , , /- - I I I I I , r . I r I I . I �'; - 1 1117 - . .,-:":,-`-_�� I , ;.11 � I % I I . I / - . ,____`�%77_ I \ - 111a�.' . � 1 4:::�� 1 \ , , I . I I ; I I �1. ,,, I , -I- .�� I I ,�-Z:- - , I � I I I if - � ��_ � I . I I . , . I :, I, I, , I I . . I - �, 1� I , I . . " I I I I I 0 1 . �. . I I . . _-;� ---I-* L.42 I � _-.11 L --;?' � , OQI- — !.?.. �, � _. �"7;, 1.,r.1"?,�, I � 7%-F-izy��_- � . -_ - , , , I ; 1 1 .)L.`L!w_-.;! - I—— .��'.*.,,. -1, � . I , . � . Zt . I . " ----- 4� � " I I .. I ": � I �.,. � , ,_ " , z I I i I 1-3 , I -1 2�� .�.� j . ........ �� _:!� . ...... � ....., I .,----, I ---ii.. I . 1 ,. . , _., , _Z__ _. - - � . I i . � . I . r _�- - ___`�, - , I / , . . � :_ "� I ,�` I . =--� I. I - U- -1" I " I , , -, 'F - - -" ,,��, - - I � I - - - � / . , '1 Z -- - I . I / -_-, I �!�.�.*-!",.Il,-;Z.7. 7 -, --- �'.j - L I , I I � - � � - . f -----------" , -1 A. � .., ,..��, I 1'� ;--,�, -,, " I If I ; 11 ..e I 11 l — , ., � �_, 1�'- , �_ 1:�� 1117 "_� I /I I 1,11 1; __-_ TUNILL . / r . Of 4-4-.." _f/ , � , .,;,: - .- -14 _, "If. � ��. �, � I � t_') I / .1 / . I ... . ,e__�l Jlc�_ 5 / / ft� . , 0 -, - I _,,,,�'/ , / I . I I I 1. � L- . I... .. ,:�-,�� I - . . . -,- - N-- - .. -i I i )117 - - - �� 1, I I � 11 11 . - ,__�_ . , .. -f - -1 `-.111 ,�,Il, �,;,. - f I � - - - - - - � — - I . �.., ,.� I I - , -.1 ,� � 7 1 . r I -- 1 8 . � : I z;_ / .0' . .1 .1 . -49,- ___.�._ - . �Jl U3 If '41�_� I - 0 _____ , is-_- .11 � ., . . I , � . � I - -, , . . �, I I I I . / / I I . I , . . I I , ,, I F ,'I � � 7 I N !. I I — * I , I - I 00 � 7',4�. i.:, ., I I .'1jp,:'1 ;- �; - 11�._O I I ___�_ . 0 . . . I I .." �. 1, \, \ - -- I - 141 ,,, , . - _-�:.."., - , , ,..,#, ��`,_ I I +��'. � l/ � ; I I � ]I I I 11 I - � . . --I- / I/ I _______ . If � .___ ;;;L -_-_ I - . .?,7 :. , ...;, --- ') / * //: , , � ,',Ilk . . - I . �F_4_- ,-,'-�--ft.... � r , , ._:_:___ / / , "I, i III f _____ -_ :2 I . - T � ------ 0 / I . .- -.L---,- , , _ l. L I I_ � - - �t 7, �,_.____ __ --:t,-�'*' I I I - / . . . 0 ; / _____ � _.. --- , , .,;",V� 1 . . . I I I I � I 1�1 . I � / I If I I - -_ I � I , , ; .. R I 0'\ / - . / I . . I I A . I � . - - __.- , . -1 I... I 1\ I 11 I . / i � \ 1; V 1, Ill '. - - , I � I till I 1 4 0 1 � I .� 1. :� 0 11 10' 1, / I . 1C -:N It / I I I I / . i 1 ___46"-__ ^ ____ - �,_- I - . 11 1, I . " �,, '1�1' I . , � , -le � 11 I f- , I / _� . . I . I I . I . . 0 / le .1 . I � . r 1 I I �_ . ---/ I I I - . . \ �, , ��,)J � � � , 114- 1 � it �, f, ; , I I I > I . do, I / I . . . I / . I .1 I , I I'll I . �, - , � - .. . � lk , i NOTES: . . / I a,--.-- ____ I .1 I / 1 -. � � I I , Al� " V , ) � .' - " I I I I 1;1. 1, i I 11 I 11 , I . " / I - ____ ___ ___ .1 . I I Of . I � I . ,\� L-7:7-= - � - I I I , . , \ % Ip , . , , '__/ t.,,� � �, \ I z I - z . � _CTt I / / le, 1�__� -IV* , � .11 / � I . . . . ft- ZZ1:7. - * I If , , -�' I - " �. r -. . ''''' ,, . - - - , I , I , I � �11 I & 1 I/ , I I I 16_1....,__� I - 4� _. . .1 I -1 / � / % I . .., I . , . --- _�_�� a _-� r,." l,i . . , __`, - 0 1.) LOCATE GAS MONITORING WELLS MIN. OF 3 FEET f . . I 1� I " � - I I � I � I I - I -� , '1111.1-i ,,, <!P , -_ - �, "I I I I It . / I -,----N r .1/ . I I I I I . I . � '--- -_ --- \\\ /,, , ", I- N ' _.- I // I \ � . I . I . � � 1 61 1 '-49,- . - ---� .�,_\[- I I iiiiiiiiii , I " -f� L:,- -z.,r --- -_ 11"I / L I I-- I .FURTHER FROM LIMITS OF CAP THAN OUTER LIMITS I , I. b% - / I . I'l, ---,_-- � I ..z � - ____ . _'I ,,, -1 , - 1:f __ _____--,*.- / I , . I �� __-Z I low.1 ftft#I`.`.,, - --- -- X LA L - - � . It . . \ le / . / I � I I ---- --- -- z � OF GAS MIGRATION CONTROL TRENCHES. I � \ / 1 23 1 .t. 1 � - . I I o 1 1 � I I / . . . \\._--_qs1___ , I It / � . _�, I . I I - � rz� - - - - - - - I U I . / / . I ___------- � P/ROPOSED LOCATION OF - I __y -1 ��,, . I I I � �_, - - - . /, - U3 : . . � ;;;�� . ____I,_� I 2.) ELEVATION CONTOURS REPRESENT. SURFACE � I . � "__ I . . 11 . - I � � -------- �_.:��,� w i I 'GAS MIGRATION CONTRA TRENCH If . � . - � , I / 01-41 , . I I - I ,A`f, 1. L I /,.A I // I � (p . ... 1, -1, . _/ ._1 OF SUBGRADE. I I 1-1 __ \ I I � r - _- ./ i .ol . 0 . � I . � - - - I . I � � __ . / / I I 11 . 0 1 � I . � �� / , __ . ../ I . ----__ :! P11, \ � I , I / :2 , I � . � _---48 -- - - - - - - t'�� / - __v. � I I / � I 0 I/ / \ I L __1 i - :� - - \Ili�� - L,, NO. DATE REVISION � � INT. � . - . � � I � . . I � I . e I . I . . TI OR ADDITION I I I I � I . .TOWN OF SOUTHOLD , � I . r I I , . � . I . I TO THIS DOCUMENT IS A VIOLATION OF' I I � I . i I SUFFOLK COUNTY, NEW YORK , - . . . < L I - I 1 . I . r ; . I . � N � . I I . I .. . . I SECTION 7209 OF THE NEW YORK STATE I i I i . . i ' ' ' ' I I . . - �. I I � I . I ! EDUCATION LAW. I . I "It," I -;.�q � � ; � 0 ' ' : ' , .A , I r - . , (5 . � . . � . . � I � I . , .1 I., I I ; A � I I SOUTH LD LANDFILL -CLOSURE L GAS MONITORING WELL . , I I -*1 .,i'l 0 . � I - S. � . . . . . I I _�, � 0 . � I I I I 11 . .11, . i � N . � . PROJECT ENGINEM, � DRAWN BY: . I I . . . - . I � I . . I I I - I .. 66 I � � � . : � I ' J.E.Z.,- I . � . I ''I I AND GROUNDWATER MONITORING WELL PLAN 0 I I I I I I � . I . I I I I T.F.M. , , . . I I DVIRKA AND BARTILUCCI I � I . . . I . I I . . . U . I I . ' . I � �: I 11. . TION . - � � I 0 . I I .1 � I . - I � . . I L . DESIGNED BY: . CHECKED BY: ! � I I :e I I I ' . I CONSULTING ENGINEERS ' I . . . I . . . . I . . I I 1 0 . . � 11 . I I � r I � ., � C.F.V. . E.W.P./D.S.G. - - - A DIVISION OF WILLIAM F. COSULICH ASSOCIATES, P.C. ; I I . . I I . . I . r_tF I I . I . � � I I . I I I " I I ---$,,I)J!`l!- 1 S �_ ROAD --- ,4,96 _.� I _� I r 0 u,,-- :-- -__,- 64I. -I,- 'I- i �� I- �__ I i I - �__ I 'J MW -1D . . SCALE: 1"l i IPROJECT NO. 1314 1 DPAWING NO. DATE: . � SCALE: 'I'l 93 19A Senior Associates Anthony O. Conetta, P.E. Dennis F Koehler, P.E. Joseph H. Marturano Kenneth J. Pritchard, P.E. Theodore S. Pytlar, Jr. October 8, 2001 Associates Rudolph F. Cannavale Dvi rka Joseph RE P.E. and 0 Bartilucci William D. Merklin, RE. CONSULTING ENGINEERS Michael Neuberger, P.E. Brian M. Veith, P.E. 330 Crossways Park Drive, Woodbury, New York, 11797-2015 Charles J. Wachsmuth, P.E. 516-364-9890 ■ 718-460-3634 ■ Fax: 516-364-9045 e-mail: db-eng@worldnet.att.net Principals Nicholas J. Bartilucci, P.E. Henry J. Chlupsa, P.E. Thomas F. Maher, P.E. Robert T. Bums, P.E. Richard M. Mika Steven A. Fangmann, P.E. Senior Associates Anthony O. Conetta, P.E. Dennis F Koehler, P.E. Joseph H. Marturano Kenneth J. Pritchard, P.E. Theodore S. Pytlar, Jr. October 8, 2001 Associates Rudolph F. Cannavale Anthony J. Cava, P.E. Joseph RE P.E. Regional Solid and Hazardous Materials Engineer David S. Glass, P.E. aMS. ass, b b• William D. Merklin, RE. New York State Department of Environmental Conservation - Region 1 Michael Neuberger, P.E. Brian M. Veith, P.E. 7 SUNY i�7� — Building 40 Charles J. Wachsmuth, P.E. Stony Brook, NY 11790-2356 Re: Southold Landfill Closure D&B 1314 Dear Mr. Cava: As a follow-up to my letter of July 19, 2001, and your letter of July 24, 2001, enclosed please find a drawing which shows the location where loam from the adjacent 17 -acre parcel has been placed as fill and the location of planned gas vents. The thickness of loam in this area varies from 1 to 6 feet. This area comprises approximately 4 acres and 10 additional vents are planned in this area for a total of 17 vents. This equates to approximately 4 vents per acre. Since the area where loam was placed is substantially less than originally anticipated, and the buffer area between the loam and property boundary is greater, we feel that additional gas monitoring wells along the western and northern perimeters will not be necessary. Also enclosed is a drawing which shows the installation of the gas vents in loam. A DIVISION OF WILLIAM F. COSULICH ASSOCIATES, P.C. rrd Dvirka and Bartilucci CONSULTING ENGINEERS Anthony J. Cava, P.E. Page Two Regional Solid and Hazardous Waste Engineer New York State Department of Environmental Conservation October 8, 2001 Your approval of this change is requested. If you have any questions with regard to this letter or require additional information, please do not hesitate to call me. TFM/tam Enclosures cc/encl: Igor Sikiric, NYSDEC Robert Phaneuf, NYSDEC James Bunchuck, Town of Southold Peter Sutherland, TEC James Mulligan, D&B 01314\TFM0I LTR -76. do c (R01) Ve truly yours Thomas F. Maher, P.E. Vice President THICKNESS VARIES to M 12" 10' LATERAL AIN. ORIENTED PERPENOICUUR TO SLOPE (TYP. BOTH SIDES) LL00000 tn 30000 o O 0 z 0000 O to N �O 18- 6" DIA RETURN BEND (SCH 80 PVC) 6" DIA VENT PIPE (SCH 80 PVC) 6" DIA COUPLING (SCH 80 PVC) STAINLESS STEEL CLAMP BARRIER PROTECTION LAYER VEGETATION EROSION CONTROL BLANKET AI VEGETATIVE GROWTH MEDIUM PIPE BOOT (SEE TYPICAL DETAIL) FIELD WELD BOOT TO GEOMEMBRANE AND CLAMP TO VENT PIPE tEE GEOCOMPOSITE DRAINAGE LAYER 60 MIL HDPE TEXTURED GEOMEMBRANE GAS VENTING LAYER CONTOUR GRADING MATERIAL TOPSOIL AND LOAM FILL WASHED ROUNDED GRAVEL WITH GEOTEXTILE WRAP 6" DIA CROSS (SCH 80 PVC) OO O O WASHED ROUNDED GRAVEL O O 0 SCREENS(SLO 0 SLOTTED0")PVC O 00C- C WASTE O END CAP (TYP,3 LOCATIONS PER VENT) N.T.S. UW LIDIORZEO ALTERATION OR ADDITION TO THIS DOCWENT IS. A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION W. �= �IM I � m UAL F.D. f O.S.G. TF."S.G da DVM AND I ARUM CONSULTING ENGINEERS A DIVISION OF WWW F. COSULICH ASSOC GEOTEXTILE WRAP 6" DIA. SLOTTED PIPE- (SCH 80 PVC, SLOT 0.120") WASHED ROUNDED GRAVEL - WITH GEOTEXTILE WRAP TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK SOUTHOLD LANDFILL CLOSURE GENERAL CONSTRUCTION VEGETATION I EROSION CONTROL BLANKET VEGETATIVE GROWTH MEDIUM BARRIER PROTECTION LAYER /� 60 MIL HDPE TEXTURED -�— GEOMEMBRANE VENTING LAYER I I I I I I I I ILI II I II. I I I I I I I I I I �— CONTOUR GRADING MATERIAL .LS..I..:J I!..SI. 1,.:.J..:..1. TOPSOIL AND LOAM FILL (THICKNESS VARIES) jOC+►i12'C w 0001 1000 WASTE D000O OC D000000C O 0 O < 0000 D OOO< SECTION A—A9 DETAILS OF GAS VENTS IN AREAS OF LOAM AND TOPSOIL 1314 SEPIENBER m, 129 AS NOTED 10110!2001 IiED 14;00 FAX Mirka and Bartilucci CONSULTING ENGINEERS z0C)l. 406 The information in this fax is intended for the named recipients 1 only. It may contain privileoged and confidential matter. If you have received this fax in error, please notify us immediately by I a collect telephone call to (516) 364-9890 and return the original to the sender by mail. We will reimburse you for postage. Do not disclose the contents to anyone_ Thank -you. 330 Crossways Park Drive, Woodbury, New York, 11797-2015 516-364-9890 w Fax: 516-364-3448 DATE: 10/10/01 COMPANY NAME: Town of Southold ATTENTION: Jim Bunchuck FAX NO.: 631-=734-7976 FROM: Tom Maher SUBJECT: Southold LI' Closure JOB#: D&B 1314 NO. OF PAGES: - .2 (including covew sheet) MESSAGE: l THANK YOU:. sW0r%VFax-db•3443 - 10/10/21'101 ITED 14:01 F%X ".4 TFRRY CONTRACTING & MATERIALS, INC. 840 ®i!L•ST MAIN S"T'REdrT KA V R EAD, 'NY 1 1901 (631) 727-0170 FAX; (631) 727-0410 October 5, 2001 Thomas F. Xahtt, P.E. Cvirkra and 'Bartilucci 33n Crossways Park Drive Wooe burr , NY 11797-2015 PG; Southold Landfill Closdre D&B No. 1314 Dear Xr. Xahe-.7; This lettt is to confirm that * perry COt-xtraCting and Materia.le, Inc. will receive payment gor excavation of test holes in the vicinity of the 17 -acre across road for porposea of quantifying tho A%ount; of waste Jr. th's area. This work i5 being performed with a crawler excavator and will be billed at a rate of $1200.00 per day; if you Concur with the corttnt of this Letter, PIOAAS�q sign lbelaw and return to 'thy: sender. l Thank }roti, RobQrt G. perry CC! jamero Mulligan James' aurlchur-k igaa' siklr.ic 10/'9/2001 Rage. ] of i 2002/001 Dv i 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@woridnet.att.net Principals Nicholas J. Bartilucci, P.E. Henry J. Chlupsa, P.E. Thomas F. Maher, P.E. Robert T. Bums, P.E. Richard M. walka Steven A. Fangmann, P.E. Senior Associates Anthony O. Conetta, RE Dennis F. Koehler, P.E. Joseph H. Marturano Robert G. Terry, President Kenneth J. Pritchard, P.E. Theodore S. Pytlar, Jr. Terry Contracting & Materials, Inc. 840 West Main Street Associates Riverhead, NY 11901 Rudolph F. Cannavale Joseph A. Fioraliso, P.E. David S. Glass, P.E. Re: Southold Landfill Closure William D. Merklin, P.E. Michael Neuberger, P.E. Schedule of Values Brian M. Veith, P.E. D&B No. 1314 Charles J. Wachsmuth, P.E. Dear Mr. Terry: October 8, 2001 We have reviewed the Schedule of Submittals that was received in this office on October 4, 2001 and have the following comments: 1. As stated in our September 26; 2001 comment letter on Item 2 of the Schedule of Values the following comments still have not been addressed: • monthly amounts for telephone and electric services to the trailers should be itemized separately from the costs for installation of temporary utility service connections; • the cost for furnishing and installing privacy slats in the Cox Lane Access Route gate and fencing should be provided; and • the cost for final record drawings should be provided. 2. In addition, the August 8, 2001 submittal provided a cost for the Truck Stand in the Item 2 breakdown. This cost has been included in "Equipment Maintenance and Setup" cost in the most recent submittal. The cost for the truck stand should be provided- separately. 3. Bid Item 26 (Drainage Pipe, Inlet/Outlet Structures, Stilling Basin and Manholes) should be further broken down to include costs for materials and labor for culverts. A DIVISION OF WILLIAM F. COSULICH ASSOCIATES, P.C. w r� Dvirka and Bartilucci CONSULTING ENGINEERS Robert G. Terry, President Terry Contracting & Materials, Inc. October 8, 2001 Page Two The Schedule of Values must be revised and resubmitted. Please be advised that submittal of an approvable Schedule of Values shall be a prerequisite to approval of any forthcoming applications for payment. 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/MDW(t)/ld cc: J. Bunchuck _;.. _, T. Howell J. Mulligan s 1314\TFM01LTR-79.DOC(R01) Dvirka and a D�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 Principals Nicholas J. Bartilucci, P.E. Henry J. Chlupsa; P.E. Thomas F: Maher, P.E. Robert T. Bums, P. E. Richard M. Walka Steven A. Fangmann, P.E. Senior Associates Anthony O. Conetta; P.E. Dennis F. Koehler, P.E. Joseph H. Marturano Kenneth J. Pritchard, P.E. Theodore S. Pytlar, Jr. Robert G. Terry Terry Contracting & Materials, Inc. Associates Rudolph F. Cannavale 840 West Main Street Joseph A. RE P.E. Riverhead NY 11901 lass, David S. Glass, P.E. , William D. Merklin, P.E. Michael Neuberger, P.E. Brian M. Veith, P.E. Re: Southold Landfill Closure Charles J. Wachsmuth, P.E. D&B 1314 Dear Mr. Terry: October 3, 2001 In a letter dated September 12, 2001, we provided Mr: Timothy Howell a number of comments on the revised Schedule of Submittals, which was provided to us on July 26, 2001. To date, we have not received a response to this letter nor a revised Schedule of Submittals. Please find below basically a reiteration of comments contained in the September 12 letter, plus. additional comments in italics. I intend to review these items at our progress meeting on October 4, 2001, and to receive comments from you. In the interim, if you have any questions or comments, please call me. 1. In accordance with Section 1.7(A)(3)(c) of the Specifications "The Contractor shall use potable water for construction activities as specified and as directed by the Owner. Approval from the Engineer of all sources of water shall 'be required prior to delivery to the site." This must be added to the Schedule of Submittals. 2. The dates on the Schedule for submittal of the As -Built Survey and New Groundwater Monitoring Wells - Casing Location and Elevations should be ,corrected. This work cannot be completed on 5/24/01 as noted on the Schedule. We believe this date should be 5/24/02. Also, the date for submittal of the Barrier Protection Layer material certification and survey should be revised from 1/14/01 to 1/14/02. A DIVISION OF WILLIAM F. COSULICH ASSOCIATES, P.C. Dvirka and Bartilucci CONSULTING ENGINEERS Robert G. Terry Page 2 Terry Contracting & Materials, Inc. October 3, 2001 3. Without notice, several submittal dates have been revised, removed or identified as N.A. by you. Since the Schedule was previously approved, it should not be revised without approval from the Engineer. 4. Since there is no submittal date shown for the List of "Or -equals, we interpret this to mean that no "Or -equals" will be proposed. 5. Over-drilling methods must be submitted in accordance with the Specifications for the abandonment of the Existing Landfill Gas Monitoring Wells and the Existing Non -Potable Water Supply Wells. The Schedule must be revised to include proposed submittal dates for these items. 6. Several submittals, which according to your schedule are due prior to today's date, have not been received. The submittals that are past due include: • Landfill Gas Vents - Manufacturer Specifications • Landfill Gas Vents Certified Test Reports and Drawings • Vegetative Growth Medium - Material Methods and Qualifications e Erosion Control - Manufacturer and Material Qualifications • Erosion Control - Manufacturer's. Affidavit • " Landscaping - Planting Schedule, Manufacturer's Specifications " and Qualifications, Maintenance Instructions .and Schedule, Delivery Notification, Water Transport Certification, Horticultural Personnel Certification,, Material Density/Placement Quantities • Rip Rap, Stone Fill, Gravel Fill; Reno Mattresses - Source Approval • "Fencing - Fencing Specifications • Fencing Wire Fabric Samples • Main Access Roads — Manufacturer Specifications, Materials List, Material Samples and Test Results Guide. Rail — Shop Drawings and Product Specifications .; - 's Dvirka and Bartilucci CONSULTING ENGINEERS Robert G. Terry Page 3 Terry Contracting & Materials, Inc. October 3, 2001 • Abandon Existing Landfill Gas Monitoring Wells — Depths of Existing Wells, Overdrilling Methods, Depths of Boreholes • New Landfill Gas Monitoring Wells — Site Approval • Drainage Pipe, Inlet/Outlet Structures, Stilling Basins, Manholes. - ALL Submittals for Sections 6.1, 6.2, 6.3 and 6.4 of the Specifications • Non -Potable Water Supply Well - Well Permits • Non -Potable Water Supply Well - Materials Samples • Non -Potable Water Supply Well - Screen Sample • Non -Potable Water Supply Well - Shop Drawings - Protective Casing • Non -Potable Water Supply Well - Drilling and Construction Methods • -. Non -Potable Water Supply Well - Electrical Connections • Electrical Service - All shop drawings required for .Section 16 of the Specifications with the exceptions of the Overhead Pole Lines which will be due on 9/7/01. Based on the above, revise the schedule of submittals and resubmit. Very truly yours, E Thomas F. Maher, P.E. Vice President TFM/tam cc: J. Bunchuck I. Sikiric J. Mulligan 01314\TFM 10031RGT.doc(R01) Dvirka ano and Bartflucci 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. Bartilucci, P.E. Henry J. Chlupsa, P.E. Thomas F. Maher, P E. RobertT Bums, P.E. Richard M. Walka Steven A. Fangmann, P.E. Senior Associates Anthony O. Conetta, P.E. Dennis F. Koehler, P.E. Joseph H. Marturano Robert G. Tem Kenneth J. Pritc`,ard, RE. Theodore S. Roar, Jr. President Terry Contracting & Materials, Inc. Associates 840 West Main Street Rudolph F. Cannavale Joseph A. Fioraliso, P.E. Riverhead, NY 11901 David S. Glass, P.E. William D. Merklin, P.E. Michael Neuberger, P.E. Re: Southold Landfill Closure Brian M. Veith, P.E. Charles J. Wachsmuth, P.E. D&B 1314 Dear Mr. Terry: October 2, 2001 In response to your letter dated September 21, 2001, your request that measurement for Bid Item 5B, Excavation of Gas Migration Control Trenches, be changed from survey to field measurement observed by the on-site engineer, as directed by and with the assistance of Terry Contracting & Materials, Inc., is approved. TFM/tam cc: James Bunchuck James Mulligan O 1314\TFM01 LTR-74.DO C Very truly yours, T .auras F. Maher, P.E. Vice President A DIVISION OF WILLIAM F. COSULICH ASSOCIATES, P.C. . ®virka and 0 Bartilucci CONSULTING ENGINEERS 330 Crossways Park Drive, Woodbury, New York, 11797-2015 516-364-9890 ■ 718-460-3634 a Fax: 516-364-9045 e-mail: db-eng@worldnet.att.net Principals Nicholas J. Bartilucci, P.E. Henry J. Chlupsa, P. E. Thomas F Maher, P.E. Robert T. Bums, P. E. Richard M. Walka Steven A. Fangmann, P.E. SeniorAssociates Anthony O. Conetta, P.E. Dennis F. Koehler, P.E. Joseph H. Marturano L\ U lJ Terry Robert G. Kenneth J. Pritchard, P.E. Theodore S. Pytlar, Jr. President Terry Contracting & Materials, Inc. Associates 840 West Main Street Rudolph F Cannavale Joseph A. Fioraliso, P.E. Riverhead, NY 11901 David S. Glass, P.E. Wiliam D. Merklin, P.E. Michael Neuberger, P.E. Re: Southold Landfill Closure Brian M. Veith, P.E. Charles J. Wachsmuth, P.E. D&B 1314 Dear Mr. Terry: October 1, 2001 Enclosed please find a copy of fully executed Change Order No. 2 for your records. Very truly yours, Thomas F. Maher, P.E. Vice President TFWtam cc: James Bunchuck, Town of Southold 01314\TFM01 LTR-73.D0C A DIVISION OF WILLIAM F. COSULICH ASSOCIATES, P.C. CHANGE ORDER No. 2 DATE OF ISSUANCE EFFECTIVE DATE OWNER Town of Southold CONTRACTOR Terry Contracting and Materials, Inc. Contract: General Construction Project: Southold Landfill Closure OWNER's Contract No. 2000 ENGINEER's Contract No. 1314 ENGINEER Dvirka and, Bartilucci Consulting Engineers Yoware directed to make the following changes in the Contract Documents: Description: Add a new Bid Item 32 (Miscellaneous Excavation) for use of a crawler excavator for excavation and backfill of test pits. Payment for this item shall be $1200 per day for the excavator and operator, and any materials and supplies necessary to operate and support the work, including mobilization and demobilization of the excavator to and from the landfill. A day shall be defined as 8 hours of operation and measurement for payment shall be based on the actual number of days or portions thereof during which the work described herein is performed at the direction of the Owner. 1 -am 13 8 e r rd ,m t3' Reason for Change Order: Additional work is necessary to confirm/define the limits of waste for landfill closure and provide equipment for work not specified in the Contract Documents. Attachments (List documents supporting change.): Letter from Terry Contracting & Materials, Inc. dated August 14, 2001 CHANGE IN CONTRACT PRICE: Original Contract Price $ 5,216,366.50 Net Increase (Decrease) from previous Change Orders No. NA to 1 $ 0 Contract Price prior to this Change Order: $ 5,216,366.50 Net increase (decrease) of this Change Order: $ 0* Contract Price with all approved Change Orders: $ 5,216,366.50 CHANGE IN CONTRACT TIMES: Original Contract Times: Substantial Completion: 270 days Final Completion: 300 days Net change from previous Change Orders No. NA to 1 Substantial Completion: 125 days Final Completion: 125 days. Contract Times prior to this Change Order:, Substantial Completion: 395 days Final Completion: 425 days Net increase this Change Order: Substantial Completion: 0 days Final Completion: 0 days Contract Times with all approved Change Orders: Substantial Completion: 395 Final Completion: 425 RECOMMENDED: APPROVED: APPROVED: Dvirka art cc =onsuin ngineers Town of Southoldn Terry Contracting and Materials, Inc. by. by:r" Thomas F. Maher, Vice President Jam6s Bunchuyk, Solid Waste Coordinator Obert G. Terry, Vresidefflt Date: '0121 Date: ��?7�G/ Dater A *No net increase due t6 credit of $248,400 expected for Bid Item 13B. 1314\f0820104.doc(R03) TERRY CONTRACTING & MATERIALS, ;INC. 840 WEST MAIN STREET RIVERHEAD, NY 11901. (631) 727-0170 gAX: (631) 727-0410 Thomas F_ Maher, p.E. Dvirka and Bartilucci 330 Crossways Park Drive 1Aoodbury, xy 11797-2015 Re: Southold Landfill Closure D&$ No. 1314 Dear Mr, Maher: This letter is to provide a cost estimate for excavation of test pits outside the staked waste limits for purposes of waste limit inspection. Due to surface conditions present in many test pit excavation areas. Terry Contracting A Materials, Inc. is recommending, the s of a and crawler excavator for this work. The charge for all equ'pm labor associated with test pit excavation will be $1200 per day. Approximately three daxa of excavation is required to adequately complete the inspection. This is assuming -th90excThis°time peri Pits complete at an interval. of approximately every vary depending on the amount of waste found outside the staked waste limits. should leffectivelysOf waste be determine the extentrto,whichtitnextends time may be needed to of beyond the staked limits of waste. As you are aware, on Friday, August 10, 2001, Terry Contracting Materials, Inc. commenced test pit excavation- This excavation was undertaken for four hours. During this time, waste was discovered extending beyond the staked limits of waste in the area abutting the sand pit borrow area. This waste vein appears to extend 351 beyond the staked limits of waste at a depth of approximately 13'_ It is my opinion that additional excavation will be necessary in this area to adequately determine the actual limits of waste. Please contact me with any questions and/or comments. Terry Contracting & Materials, Inc. is prepared to begin this work as soon as an agreement is reached. Thank You, f Timothy J. Howell cc: James Bunchuck F - David Glass James Mulligan Igor Sikiric Paget 1 of 1 8/14/2001 LETTER OF TRANSMITTAL DVIRKA AND BARTILUCCI Date: 01 -Oct -01 lJob No. 131443 CONSULTING ENGINEERS Attention: Timothy Howell 330 CROSSWAYS PARK DRIVE Re: General Construction WOODBURY NY 11797-2015 Contract No. 2000 Southold Landfill Closure PHONE,: (516) 364 - 9890 FAX: (516) 364 - 9045 TO: Terry Contracting & Materials, Inc. WE ARE SENDING YOU: ❑ Shop Drawings QX Copy of Letter 0 Attached [--j Under Separate Cover Via. Prints Ej Plans QChange Order F-1 Construction Schedule Samples the following items: Specifications SUBMITTAL COPIES No. Received Returned DESCRIPTION 1 1 09/24/2001 10/01/2001 Proposed Non -Potable Water Supply Well Construction Methods For approval Q Approved as submitted Q Resubmit copies for approval ElFor your use El Approved as noted El Submit copies for distribution MAs requested Revise & Resubmit Return corrected prints For review and comment QX Not Approved Other THESE ARE TRANSMITTED as checked below For approval Q Approved as submitted Q Resubmit copies for approval ElFor your use El Approved as noted El Submit copies for distribution MAs requested Revise & Resubmit Return corrected prints For review and comment QX Not Approved Other REMARKS: Refer to paragraph 6.24 of the General Conditions of the Contract which states, "Submittals without the CONTRACTOR'S signature of approval will not be reviewed by the ENGINEER and will be returned to the CONTRACTOR stamped 'Not Approved'." Each submittal must be stamped as specified. Copies to: J. Bunchuck (w/o enclosure) Signed: T. Maher (w/o enclosure)Dav S. Gla s, P.E. M. Wright (w/enclosure) J. Mulligan (w/o enclosure) If enclosures are not as noted, kindly notify us at once