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Home My WebLink About03/2002Dvi rka 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 Principalis March 26, 2002 Nicholas J. Bartilucci, P E. President Henry J. Chlupsa, P.E. E:ecueve Vice President Mr, Robert G. Terry Thomas F. Maher, P.E. V1, President Terry Contracting & Materials, Inc. Robert T. Burns. P.E. 840 West Main Street dice Resident Richard M. Walka Riverhead, NY 11901 - Vice President Steven A. Fangmann, P.E. Kite President Re: Southold Landfill Closure Senior Associates D&B No. 1314 Anthony C..Conetta, P. E. Dennis F. Koehler, P.E. Dear Mr. Terry: Joseph H. Marturano Kenneth J. Pritchard, P.E. Please fmd enclosed three (3) copies each of Change Orders No. 8, 9 and 10 for Theodore S. Pytlar, Jr, the above referenced project. Please sign all three (3) of the copies and return to Brian M. Veith. P.E. me. After the Change Orders are fully executed, one (1) copy will be returned to you'-for.your records. Associates Garrett M. Byrnes, P.E. Rudolph F. Cannavale If you have any, questions or require additional information, please do not hesitate Joseph A. Fioraliso, P.E. to call me. David S. Glass, P.E. Gerald Gould, CPG Very truly yours, William D. Merklin, P.E. Michael Neuberger, P.E. Richard P. Russell, P.E. 4;"� Charles J. Wachsmuth, P.E. Thomas F. Maher, P.E. Kenneth P. Wenz, Jr., CPG Vice President TFM/tam Enclosures cc: J. Bunchuck I. Sikiric T. Howell C. Morris F: DeVita M. Wright •U 13114\TFM02LTR-65.DOC ' A DIVISION OF WILLIAM F. COSULICH ASSOCIATES, P.C. Dvirka and Bartilucci CONSULTING ENGINEERS 330 Crossways Park Drive, Woodbury, New York, 11757-2015 516-364-9890 ■ 718-460-3634 ■ Fax: 516-364-9045 e-mail: db-eng@worldnet.att.net March 19, 2002 Principals Nicholas J. Bartilucci, RE President Mr. Robert G: Terry Henry J. Chlupsa, P.E. Executive Vice President Terry Contracting & Materials, Inc. Thomas F. Maher, P.E. 84.0 West Main Street Vice President Robert T. Bums, RE. Riverhead, NY 11901 Vice President Richard M. Walka Vice President Re: Southold Landfill Closure Steven A. Fangmann, P.E. V" President D&B No. 1314 Senior Associates Anthony O. Conetta, RE. Dear Mr. Terry: Dennis F. Koehler, P.E. Joseph H. Marturano We have reviewed the cost proposal you provided to us for construction of the Kenneth J. Pritchard, P.E. redesigned nonpotable water supply well and have the following comments: Theodore S. Pytlar, Jr. Brian M. Veith, P.E. 1. Based on our telephone conversation on March 18, 2002, the cost of Item I "Permanent Water Supply Well" includes the new well pump Associates and installation. This needs to be stated in your proposal. Garrett M. Byrnes, P.E. Rudolph F. Cannavale 2. Item II "Electrical Work" appears high. We estimate the cost to be Rudolph Fioraliso, P.E. David S. Glass, RE. $15,000418,000. Please provide a cost breakdown for the Electrical Gerald Gould, CPG Work to us. '' /< William D. Merklin, P.E. Michael Neuberger, P.E. 3. According to the Contract, the total mark-up for subcontractor work is Richard R Russell, P.E. 5%, and not 10% for overhead and an additional 10% for profit. Charles J. Wachsmuth, P.E. Kenneth P. Wenz, Jr., CPG Please address the cost of the Electrical Work and submit a revised cost proposal to me at the March 22, 2002, Progress Meeting. If you have any questions, please call me. TFM/ . cc: Bunchuck C. Morris 01314\TFM02LTR-63.DOC(R01) Very truly yours, Thomas F. Maher, P.E. Vice President A DIVISION OF WILLIAM F. COSULICH ASSOCIATES, P.C. Dvi rka nand 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. President Henry J. Chlupsa, P.E. Executive Vice Resident Thomas F. Maher, P.E. vice Resident Robert T. Burns, P.E. Yce Resident Richard M. Walka Vice President Steven A. Fangmann, P. E. vice Resident Senior Associates Anthony 0. Conetta, P.E. Dennis F. Koehler, P.E. Joseph H. Marturano Kenneth J. Pritchard, P.E. Theodore S. Pytlar, Jr. Brian M. Veith, P.E. Associates Garrett M. Byrnes, P.E. Rudolph F. Cannavale Joseph A. Fioraliso, P. E. David S. Glass, P.E. Gerald Gould, CPG William D. Merklin, RE. Michael Neuberger, P.E. Richard P. Russell, P.E. Charles J. wachsmuth, P.E. Kenneth R Wenz, Jr., CPG March 18, 2002 James Bunchuck Solid Waste Coordinator Town of Southold 53095 Main Road Southold, NY 11971 Re: Southold Landfill Closure D&B No. 1314 Dear Mr. Bunchuck: Please find enclosed, the plan for location of the nonpotable water supply/fire well for your review and approval. Please provide me with your comments as soon as possible, since this is needed to submit with the well permit application. Very ly yours ' Thomas F. Maher, P.E. Vice President TFM/tam Enclosure 171314\TFM02LTR-60 ADIVISION OF WILLIAM F. COSULICH ASSOCIATES, P.C. Q il� zn xvv hDvirka and Bartilucci' A CONSULTING ENGINEERS DIVISION OF WILLIAM F. COSULICH ASSOCIATES, P.C. 1 i og 00 -- ENTRANCE ROAD .sr CHURCH , ".LANE - EXISTING PC ` �' ` LIPA POLE' f =:TOWN'OF SOUTHOLD SUFFOLK•COUNTY; NEW YORK FIRE WELL LOCATION PLAN F PROPOSED) FIRE WELL & PUMP HOUSE 70'f�. ON V i 0 50' 100' SCALE: 1 =60' DRAWING 4 co 7 ENTRANCEROAD Lo' s, " . — 70'± f '; ; �! ;y �= _ _`_. _ - _ CHURCH, EXISTING f LIPA POLE L 11.OWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK FIRE WME!LL LOCATION PLAN +rz tri PROPOSED FIRE WELL M- P ' & U " P HOUSE t o I 0 50' 100' SCALE. 1 "=rn' ----- - ----- f '; ; �! ;y �= _ _`_. _ - _ CHURCH, EXISTING f LIPA POLE L 11.OWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK FIRE WME!LL LOCATION PLAN +rz tri PROPOSED FIRE WELL M- P ' & U " P HOUSE t o I 0 50' 100' SCALE. 1 "=rn' 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. President March 15, 2002 Henry J. Chlupsa, P.E. Jaynes Bunchuck Executive Vice President Thomas F. Maher, P.E. Solid Waste Coordinator Vice President 7,, Robert T. Burns, P.E. Town Of Southold Vice President 53095 Main Road. Richard M. Mika Vice President Southold, NY 11971 Steven A. Fangmann, P.E. We President Re: Southold Landfill Closure Senior Associates D&B No. 1314 Anthony 0. Conetta, P.E. Dennis F. Koehler, P.E. Dear Mr. Bunchuck: Joseph H. Marturano Kenneth J. Pritchard, P.E. Theodore S. Pytlar, Jr. This letter is to request a transfer of $1,185 from Task G10 (Redesign of Brian M. Veith, P.E. Nonpotable Water Supply Well) to Task G7 (Design of Permanent Road). This . decreases the budget for Task G10 from $12,882 to $11,697 and increases the Associates budget for Task CT7 from $15,000 to $16,185. This transfer will result in no Garrett M. Byrnes, P.E. additional cost to the Town of Southold. Rudolph F. Cannavale Joseph A. Fioraliso, P.E. If you approve of this transfer, please sign below and return to me and I will David S. Glass, P.E. adjust the budgets for the next payment request. If you have any questions or Gerald Gould, CPG require additional information, please do not hesitate to call me. William D. Gould, C n, P.E. Michael Neuberger, P.E. Richard P. Russell, P.E. Ve ly yours, Charles J. wachsmuth, P.E. Kenneth P. Wenz, Jr., CPG Thomas F. Maher, P.E. Vice President TFM/tam 0 1314\TFM02LTR-59(R01) James Bunchuck A DIVISION OF WILLIAM F. COSULICH ASSOCIATES, P.C. Dvirka 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@worldnet.att.net March 7, 2002 Principals TRANSMITTED VIA FACSIMILE AND U.S- MAIL Nicholas J. Bartiluca, P_E President „ Henry J. Chlupsa. P.E. Executive Vice President Thomas F Maher. P E. Ace President Robert T. Burns, P.E. Vice President Richard M. Walka Vice President Steven A. Fangmann, P.E. Vice President Senior AssociateS Anthony A. Ccnetta. P.E. Dennis F. Koehler, P.E. Joseph H. Marturano Kenneth J. Pritchard, P.E. Theodore S. Pytlar, Jr. Brian M. Veith, P.E. Associates Garrett M. Byrnes, P.E Rudolph F. Cannavale Joseph A. Ficraliso, P.E. David S. Glass, P.E. Gerald Gould, CPG William:D.'Merklin, P.E. Michael Neuberger, P.E. Richard P. Russell, P.E. Charles J. Wachsmuth, P.E. Kenneth R Wenz, Jr., CPG Mr. Robert G. Terry Terry Contracting & Materials, Inc. 840 West Main Street Riverhead, NY 11901 Re: Southold Landfill Closure Submittal 38 D&B No. 1314 Dear Mr. Terry: We have reviewed Submittal 38 - Cast Iron Manhole Frame and Cover Specifications received in our office on March 5, 2002. We have reviewed the submittal with respect toAhe• requirements of the Specifications for the above referenced project. Our comments are as follows: 1. All casfirigs• shall be tough, close grained, smooth and free from blow holes, blisters, shrinkage, strains, cracks, cold shots and other imperfections. 2. Frames and covers shall be machined to insure a non -chattering fit. 3. All castings shall be thoroughly cleaned in the shop and given two coats of approved bituminous paint before rusting begins. 4. Manhole frames shall be the waterproof type. The submittal has been stamped "approved as noted." Please do not hesitate to contact me at (516) 364-9890 if you have any questions. TFM/MDW/jmy cc: J: Bunchuck . I Sikiric = T: Howeil' J. Mulligan Sutherland ' i 1314\TFM02LTk-56.DOC" Very truly yours, � er'l Thomas F. Maher, P.E. Vice President A DIVISION OF WILLIAM F. COSULICH ASSOCIATES, P.C. • �1 Dvi rka nand 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 March 14, 2002 Principals Dear Mr. Terry: Nicholas J. Bartilucci, P E. Mr. Robert G. Terry President Terry Contracting & Materials, Inc. Henry J. Chlupsa, P.E. Executive Vice President 840 West Main. Street Thornes F Mahe`. P.E. Vice President Riverhead, NY 11901 Robert T. Burns, P.E. specification requires that "Trench backfill material shall be placed in lifts and Vice President compacted by hand or other dight compaction equipment to a minimum of 90 Richard M. walka Re: Southold Landfill Closure Vice President D&B No. 1314 Steven A: Fangmann, P. E. uired 90ercent Standard Proctor density, no further action will Vl- President achieves`the :re, p be necessary.. However, should the landfill material not meet the compaction A DIVISION OF WILLIAM F. COSULICH ASSOCIATES, P.C. Dear Mr. Terry: Senior Associates Anthony p. Conetta, P.E. Dennis F. Koehler, P.E. L This letter is to inform you that backfilling of the anchor trenches is not In Joseph H. Marturano conformance with the landfill closure specification (Section 4.3 F -10a). The Kenneth J. Pritchard, P.E. specification requires that "Trench backfill material shall be placed in lifts and Theodore S. Pytlar, Jr. compacted by hand or other dight compaction equipment to a minimum of 90 Brian M. Veith, RE. percent Standard' Proctor density." The backfill material was, in fact, backfilled in a single lift -- t. multiple lifts as required. Provided the backfilled material Associates uired 90ercent Standard Proctor density, no further action will Garrett M. Byrnes, P.E. F. achieves`the :re, p be necessary.. However, should the landfill material not meet the compaction Rudolph Cannavale Joseph A. Fioraliso, RE. requirements, the material will need to be removed and recompacted in lifts until David S. Glass, P.E. the density requirement is achieved, at no additional cost .to the Town of Gerald Gould, CPG Southold. William D. Merklin, P.E. Michael Neuberger, P.E. If you have any questions, please call me. - Richard P. Russell, P.E. Charles J. wachsmuth, P.E. Very truly yours, Kenneth P. Wenz, Jr., CPG Thomas F. Maher, P.E. TFM/CM/tam Vice President cc: J. Bunchuck I. Sikiric.. _ ,T. Howell. P rSutherland ; C Morris F. DeVita . 1VI. Wright .61314\TFM[02LTk-58.D6& " A DIVISION OF WILLIAM F. COSULICH ASSOCIATES, P.C. 02/26/2002 TUE 10:62 FAX J, mes Bunchuck Solid Waste Coordinator Town of Southold 53095 blain load Southold, NY' 11971 Re: Southold Landfill Closure D&B No, 1314 Dear lir. Bunchuck: [] 001! 01)3 March 1, 2.002 As you may be mmare, in the Contract Document that was hid, the time for substantial completion of closure constriction was 270 calendar days, which equates to 9 months. Based on this construction period, our budget estimate -for construction inspection, as provided incur .Agreement with the Town, is 9 months or 190 work days. Our budget estimate was based on construction in 1999. Due to the delay in issuance of the Notice to Proceed to Terry Contracting & Materials to ensure that the public notice period for bonding the project was satisfied, which would result in construction in the winter months, a time extension (Change Order No. 1) was issued that extended the time for substantial completion to 395 calendar days. Due to the need to remove waste from Waste Excavation Areas 2 and 3, a second time extension (Change Order No. 4) was issued, that extended the time for substantial completion to 425 calendar days, which equates to 14 months (July 3, 2002). At the pre -sent; with 8 months of construction complete (-90oro) as of ::he end of February, we -have retrained within budget (even considering that our labor costs have increased over 1'0% since 1999) and expend5d approximately 90% of our oversight budget. 02/26/2002 TUE 10:53 FAX James Bunchuck Solid Waste Coordinator Town of Southold March 1, 2002 0002/003 Page Two Based on Bob Terry's plan to work: through the winter months and the additional tine it has taken to screen sand from. the 17 -acre parcel to manufacture ga`s venting and barrier protection materials, as well as to construct and move roads to the 17 -acrd parcel, handle and fill yard waste and C&D material brought to the landfill sixnce commencement of construction, azid fill former Recharge Basin No. 4e it is very likely that five additional months of construction, consistent with the current time for substantial completion, will be necessary. According to Bob Terry, construction of the neer eastern drainage system likely ctrl be accomplished within this additional 5 -month period providing there- are no delays to complete capping of the eastern portion of the landfill. his a result of extension of the construction period, we will need to request an increase in our budget for oonstruotion oversight, which is estimated below: Hours Hourly Rates T. Maher RO $58.00 $ 4,640 M. Wright 180 31.00 5,580 1. mulligail 560 35.00 19,600 C. Morris 630 22.00 _ 13.860 S 43,680 Overhead and Profit 80.808 $124,488 Expenses Special Mail and Field Supplies 400 Vehicle Rental 5.500 $130,388 Tectonic Engineering Consultants 49.568 TOTAL $179,956 This estiau to is based on achieving substantial completion by July 3, 2002, and final completion. by August 3, 2002. While this is an additional project cost, as a result of value engineering changes made during the course of construction directly related to the original Contract-Docurnent, approximately $615,000 savings in landfill closure cost has occurred as a result of the following changes: I 02/28/2002 TUE 10.53 FAX .fames Bunchuok Solid Wasto Coordinator Town of Southold March 1, 2002 Deduction in clearing and grubbing; Elimination of geote):tile. bet.wen suhgrade and gas venting layer Elimination of off-site topsoil and replacement with manufactured on-site topsoil - EIimination of asphalt for main access mad and replacement with recycled concrete aggregate TOTAL a 003/003 Page Three '$ 45,600 332,000 122,400 114,800 $614,800 Tf you have any questions vAth regard to this letter or require additional information, please do not hesitate to call me. TFMltam Q Q 1 q 11'FM02LTR.doe 44(804) 0 Very truly yours, Thomas F. Maher Vice President Dvirka and Bartilucci CONSULTING ENGINEERS 330 Crossways Park Drive, Woodbury, New York, 11797-2015 516-364-9890 ■ 718-460-3634 - Fax: 516-364-9045 e-mail: db-eng@worldnet.att.net Principals March 4, 2002 Nicholas J. Bartilucci, P.E. President Henry J. Chlupsa, P.E. Executive Vice President Thomas F. Maher, P.E. Anthony J. Cava, P.E. Vice President Robert Burns, P.E. Regional Solid and Hazardous Materials Engineer Vice President New York State Department of Richard M. Walka Vice President Environmental Conservation - Region 1 Steven A. Fangmann, P.E. vice President SUNY - Building 40 Stony Brook, NY 11790-2356 Senior Associates Anthony 0. Conetta, P.E. Re: Southold Landfill Closure Dennis F. Koehler, P.E. D&B 1314 Joseph H. Marturano Kenneth J. Pritchard, P.E. Theodore S. Pytlar, Jr. Dear Mr. Cava: Brian M. Veith, P.E. As requested, please find enclosed the drawing for the eastern boundary drainage Associates system which shows the design details for the catch basins, manholes and head Garrett M. Byrnes, P.E. wall for Recharge Basin No. 3. The redesign of Recharge Basin No. 3 presently Rudolph F. Cannavale is being prepared and will be submitted to your office for approval when Joseph A. Fioraliso, P.E. completed. David S. Glass, P.E. Gerald Gould, CPG William D. Merklin, P.E. Very frilly yours Michael Neuberger, P.E. i Richard P. Russell, P.E. Charles J. Wachsmuth, P.E. Kenneth P. Wenz, Jr., CPG Thomas F. Maher Vice President TFM/tam Enclosure cc/encl: I. Sikiric M. Treers J. Bunchuck C. Morris 01314trUMULTRAoc-55 A DIVISION OF WILLIAM F. COSULICH ASSOCIATES, P.C. ®virka and. (J_jo 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, RE President Henry J. Chlupsa, P.E. Executive Vice President Thomas F. Maher, P.E. Vice President Robert T. Burns, P.E. Vice President Richard M. Walka Vice President Steven A. Fangmann, P.E. Vice President Senior Associates Anthony 0. Conetta, P.E. Dennis F. Koehler, P.E. Joseph H. Marturano Kenneth J. Pritchard, P.E. Theodore S. Pytlar, Jr. Brian M. Veith, P.E. Associates Garrett M. Byrnes, P.E. Rudolph F. Cannavale Joseph A. Fioraliso, P.E. David S. Glass, P.E. Gerald Gould, CPG William D. Merklin, RE. Michael Neuberger, P.E. Richard P. Russell, P.E. Charles J. Wachsmuth, P.E. Kenneth P. Wenz, Jr., CPG March 1, 2002 James Bunchuck Solid Waste Coordinator Town of Southold 53095 Main Road Southold, NY 11971 Re: Southold Landfill Closure D&B No. 1314 Dear Mr. Bunchuck: This .letter is . to confirm the Town of Southold's decision to proceed with the present basic,.grading plan for the eastern portion of the landfill. As we discussed, due to the-.need,to place an additional estimated 15,000 to 20,000 cubic yards of waste material on to the eastern portion of the landfill, the grades on the eastern side will need to be revised and the height of the landfill increased. As also discussed, we will proceed to prepare a revised grading plan for the eastern portion of the landfill to accommodate the additional material. If you have any questions with regard to this letter, or require additional information, please do not hesitate to call me. Very truly yours, Thomas F. Maher, P.E. Vice President TFM/tam. I Q. P-.7 Sutherland ...,.... 01314\TFM02LTA-54 i A DIVISION OF WILLIAM F. COSULICH ASSOCIATES, P.C. Off; O.��..et I..� • • - 4-#6 T&B AROUND OPENING SYMMETRICAL ABOUT MANHOLE STEP (TYP) MANHOLE OPENING ABOVE ISWALE DRAIN 4"0 PVC SLOTTED PIPE HEAVY DUTY CAST IRON FRAME AND COVER CAMPBELL FOUNDRY CO., TYPE C #1526, OR APPROVED EQUAL 4' LONG OPENING SEE SECTION A -A iVIDE TRASH RACK VEGETATION EROSION CONTROL BLANKET 2 VEGETATIVE GROWTH MEDIUM 1 r BARRIER PROTECTION LAYER �- GEOCOMPOSITE DRAINAGE LAYER 60 MIL HDPE TEXTURED GEOMEMBRANE GAS VENTING LAYER CONTOUR GRADING MATERIAL IISTE A a —TOP OF DRAINAGE SWALE 6- LAYER OF STONE FILL OF DRAINAGE SWALE `-TOP OF DRAINAGE SWALE SYMMETRICAL ABOUT #5 0 6" EWEF 1/2- CL.(TYP) STAINLESS STEEL BATTEN STRIP I STONE LAYER (SEE DETAIL THIS SHEET) T PIPE BOOT (TYP) f (SEE DETAIL THIS SHEET) .'-�— BARRIER PROTECTION LAYER EXTRUSION WELD (TYP) 4"0 PVC SLOTTED PIPE 1 1 1 1 1 1 IIIIIIIIIII ��- GEOCOMPOSITE DRAINAGE LAYER 60 MIL HDPE I �-- 60 MIL HDPE TEXTURED GEOMEMBRANE TEXTURED -�--- N LAYER 17. GAS VENTING M RAN E GEOME B r 6 MAN"HOLE PS 2. CONTOUR GRADING MATERIAL1O.C. (TYP) 0O O O OXPC/ O O O C 00 O O O O 0 0 0 0 0 0 300n0,'%o'o O O 00000,,%0'-%000 WASTE 3" CL.(TYP) #4 O 12- #4 O OPENING(TYP) " 1 NO. I DATE REVISION #4 0 6 FOR INV. ELEV., PIPE SIZE & LOCATION .• t SEE DWG. NO. 1 . ' CONC. FILL DOWELS 0 12" O.C. ' SPLICE #5 BAR 2'-0" ' 1: ver i •' ' i ' CLh'�; i�r��' `'+"r�{!";r�+'`'`'' "`�• GEOTEXTILE FULL LENGTH AND ;+"�"��"sw• �.' ti ��r' +`,ri l' •r•'�'i''My"+,',i' `' WIDTH OF MANHOLE EXCAVATION 12" COMPACTED #6 0 8- EW SELECT FILL SECTION CATCH BASIN 1 N.T.S. NQIE: REFER TO DRAWING NO. 1 FOR RIM ELEVATION AND INVERT ELEVATION. 1VT 2"x 1 /4" NEOPRENE GASKET CONCRETE 2"X1/4" STAINLESS STEEL BATTEN 3/80"x3"STAINLESS A A A STEEL v , BOLT O 12" O.C. A 60 MIL TEXTURED HDPE GEOMEMBRANE STEEL CINCH ANCHOR 0 r/I S.S. BATTEN STRIP DETAIL N.T.S. 60 MIL HDPE BARREL AND FLANGE PIPE BOOT CLOSED CELL NEOPRENE SPONGE BETWEEN PIPE BOOT AND PIPE -� STAINLESS STEEL BAND CLAMP EXTRUSION WELD (TYP) I Ic ra.m Am^i r% nocKIING G (PROVIDE lYPICAL PIPE BOOT DEAL N.T.S. M 24" CHDPE DRAIN PLAN 5 0 6" EWEF 10" LOCATION OF STEPS AS iix DIRECTED BY ENGINEER: 12" TYP. 6'_0" BACKFILL WITH SELECT FILL MATERIAL COMPACTED OVER PIPE (TYP) STEPS (TYP) —f .._ 7" 24"0 CORRUGATED HDPE DRAINAGE PIPE I I I I I I I 36"0 CORRUGATED BACKFILL WITH SELECT FILL MATERIAL HDPE DRAINAGE PIPE COMPACTED UNDER PIPE (TYP) I UNAUTHORIZED ALTERATION OR ADDITION TO THIS DOCUMENT IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. PROJECT ENGINEER: DRAWN BY: T.F.M. F.D. DESIGNED DY: CHECKED BY- B.H./F.D. B.H. 60 MIL HDPE CAP SYSTEM OR GENERAL FILL TEXTURED AND TOPSOIL WHERE OUTSIDE GEOMEMBRANE CAP LIMITS LE m t0 cr' a 0 U HEAVY DUTY CAST IRON FRAME AND COVER CAMPBELL FOUNDRY CO., TYPE C #1526, OR APPROVED EQUAL 36"0 CORRUGATED HDPE DRAINAGE PIPE M. CONC. FILL 00 rlt� )1'r�i't ►t � a ��•q,�t: `,,,,y�.i1'1. �� T.•t•r�ru'`r'> ►�Mt' ol o ;j y�,�'.+�.ri,.�7•ti�+..r .�ti�;I��{',�►thw;r•,�,�+��; ��,+'i dt. 'i' •�.r•.� ♦ w ► l V• d fit, ,1 •V'' ,s. P,•�r..t. ,:,,..ti(i'r� ,•yatti,fr��a�,t.l„+r :..K5i1... •�' 12” COMPACTED #4 0 8" EWEF #4 DOWELS 0 8" (TYP) SELECT FILL SECTION STORMWATER MANHOLE #5 N.T.S. NOTE: REFER TO DRAWING NO. 1 FOR RIM ELEVATION AND INVERT ELEVATION. USE 2 #6 BARS p n n n • HEADWALL DIMENSIONS A B 0' 0 HEAVY DUTY CAST IRON FRAME AND COVER 24" 30'-0" ' N FOUNDRY CO., TYPE C #1526, OR APPROVED W EQUAL. PROVIDE (4) #6 T&B AROUND OPENING #5 0 6" oc EW T&B �I ' z o ' F 1509 z w ? f Z - WELDED WIRE MESH 1 W O o - U l' W i O V)- _ 1 Y Off; O.��..et I..� • • - 4-#6 T&B AROUND OPENING SYMMETRICAL ABOUT MANHOLE STEP (TYP) MANHOLE OPENING ABOVE ISWALE DRAIN 4"0 PVC SLOTTED PIPE HEAVY DUTY CAST IRON FRAME AND COVER CAMPBELL FOUNDRY CO., TYPE C #1526, OR APPROVED EQUAL 4' LONG OPENING SEE SECTION A -A iVIDE TRASH RACK VEGETATION EROSION CONTROL BLANKET 2 VEGETATIVE GROWTH MEDIUM 1 r BARRIER PROTECTION LAYER �- GEOCOMPOSITE DRAINAGE LAYER 60 MIL HDPE TEXTURED GEOMEMBRANE GAS VENTING LAYER CONTOUR GRADING MATERIAL IISTE A a —TOP OF DRAINAGE SWALE 6- LAYER OF STONE FILL OF DRAINAGE SWALE `-TOP OF DRAINAGE SWALE SYMMETRICAL ABOUT #5 0 6" EWEF 1/2- CL.(TYP) STAINLESS STEEL BATTEN STRIP I STONE LAYER (SEE DETAIL THIS SHEET) T PIPE BOOT (TYP) f (SEE DETAIL THIS SHEET) .'-�— BARRIER PROTECTION LAYER EXTRUSION WELD (TYP) 4"0 PVC SLOTTED PIPE 1 1 1 1 1 1 IIIIIIIIIII ��- GEOCOMPOSITE DRAINAGE LAYER 60 MIL HDPE I �-- 60 MIL HDPE TEXTURED GEOMEMBRANE TEXTURED -�--- N LAYER 17. GAS VENTING M RAN E GEOME B r 6 MAN"HOLE PS 2. CONTOUR GRADING MATERIAL1O.C. (TYP) 0O O O OXPC/ O O O C 00 O O O O 0 0 0 0 0 0 300n0,'%o'o O O 00000,,%0'-%000 WASTE 3" CL.(TYP) #4 O 12- #4 O OPENING(TYP) " 1 NO. I DATE REVISION #4 0 6 FOR INV. ELEV., PIPE SIZE & LOCATION .• t SEE DWG. NO. 1 . ' CONC. FILL DOWELS 0 12" O.C. ' SPLICE #5 BAR 2'-0" ' 1: ver i •' ' i ' CLh'�; i�r��' `'+"r�{!";r�+'`'`'' "`�• GEOTEXTILE FULL LENGTH AND ;+"�"��"sw• �.' ti ��r' +`,ri l' •r•'�'i''My"+,',i' `' WIDTH OF MANHOLE EXCAVATION 12" COMPACTED #6 0 8- EW SELECT FILL SECTION CATCH BASIN 1 N.T.S. NQIE: REFER TO DRAWING NO. 1 FOR RIM ELEVATION AND INVERT ELEVATION. 1VT 2"x 1 /4" NEOPRENE GASKET CONCRETE 2"X1/4" STAINLESS STEEL BATTEN 3/80"x3"STAINLESS A A A STEEL v , BOLT O 12" O.C. A 60 MIL TEXTURED HDPE GEOMEMBRANE STEEL CINCH ANCHOR 0 r/I S.S. BATTEN STRIP DETAIL N.T.S. 60 MIL HDPE BARREL AND FLANGE PIPE BOOT CLOSED CELL NEOPRENE SPONGE BETWEEN PIPE BOOT AND PIPE -� STAINLESS STEEL BAND CLAMP EXTRUSION WELD (TYP) I Ic ra.m Am^i r% nocKIING G (PROVIDE lYPICAL PIPE BOOT DEAL N.T.S. M 24" CHDPE DRAIN PLAN 5 0 6" EWEF 10" LOCATION OF STEPS AS iix DIRECTED BY ENGINEER: 12" TYP. 6'_0" BACKFILL WITH SELECT FILL MATERIAL COMPACTED OVER PIPE (TYP) STEPS (TYP) —f .._ 7" 24"0 CORRUGATED HDPE DRAINAGE PIPE I I I I I I I 36"0 CORRUGATED BACKFILL WITH SELECT FILL MATERIAL HDPE DRAINAGE PIPE COMPACTED UNDER PIPE (TYP) I UNAUTHORIZED ALTERATION OR ADDITION TO THIS DOCUMENT IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. PROJECT ENGINEER: DRAWN BY: T.F.M. F.D. DESIGNED DY: CHECKED BY- B.H./F.D. B.H. 60 MIL HDPE CAP SYSTEM OR GENERAL FILL TEXTURED AND TOPSOIL WHERE OUTSIDE GEOMEMBRANE CAP LIMITS LE m t0 cr' a 0 U HEAVY DUTY CAST IRON FRAME AND COVER CAMPBELL FOUNDRY CO., TYPE C #1526, OR APPROVED EQUAL 36"0 CORRUGATED HDPE DRAINAGE PIPE M. CONC. FILL 00 rlt� )1'r�i't ►t � a ��•q,�t: `,,,,y�.i1'1. �� T.•t•r�ru'`r'> ►�Mt' ol o ;j y�,�'.+�.ri,.�7•ti�+..r .�ti�;I��{',�►thw;r•,�,�+��; ��,+'i dt. 'i' •�.r•.� ♦ w ► l V• d fit, ,1 •V'' ,s. P,•�r..t. ,:,,..ti(i'r� ,•yatti,fr��a�,t.l„+r :..K5i1... •�' 12” COMPACTED #4 0 8" EWEF #4 DOWELS 0 8" (TYP) SELECT FILL SECTION STORMWATER MANHOLE #5 N.T.S. NOTE: REFER TO DRAWING NO. 1 FOR RIM ELEVATION AND INVERT ELEVATION. USE 2 #6 BARS p n n n • HEADWALL DIMENSIONS A B 2'-0" 0 HEAVY DUTY CAST IRON FRAME AND COVER 24" 30'-0" 12'-0" CAMPBELL FOUNDRY CO., TYPE C #1526, OR APPROVED EQUAL. PROVIDE (4) #6 T&B AROUND OPENING #5 0 6" oc EW T&B 1509 11. 1�• - WELDED WIRE MESH O o - 12 TYP. l' AS .18 SQ IN/LF O V)- _ 1 TYP. ALL SECTIONS Lo o04LOCATION OF a' w U) 0 II - i STEPS AS DIRECTED BY - O :1 ENGINEER : 1 1/2- Cl. W V) I !- &� '- _ _ BUTYL RUBBER JOINT SEAL TYP ALL JOINTS - -� STEPS (TYP) J. Z � - -) 0 .'I a W V) 0 - 'I 7" W o0 (A m 30" #6 DOWELS x 4'-5" 0 12" oc RAD. _-, -7,� .►��,tx• + r 1�••r�� f+�,I,l��f r 1t' r 0.7 #5 0 12" oc EW 12" COMPACTED SELECT FILL '•r'` ` ' ' " " TYPICAL 6'--0 DIAMETER MANHOLE N.T.S. `t TOP OF CATCH BASIN Off; O.��..et I..� • • - 4-#6 T&B AROUND OPENING SYMMETRICAL ABOUT MANHOLE STEP (TYP) MANHOLE OPENING ABOVE ISWALE DRAIN 4"0 PVC SLOTTED PIPE HEAVY DUTY CAST IRON FRAME AND COVER CAMPBELL FOUNDRY CO., TYPE C #1526, OR APPROVED EQUAL 4' LONG OPENING SEE SECTION A -A iVIDE TRASH RACK VEGETATION EROSION CONTROL BLANKET 2 VEGETATIVE GROWTH MEDIUM 1 r BARRIER PROTECTION LAYER �- GEOCOMPOSITE DRAINAGE LAYER 60 MIL HDPE TEXTURED GEOMEMBRANE GAS VENTING LAYER CONTOUR GRADING MATERIAL IISTE A a —TOP OF DRAINAGE SWALE 6- LAYER OF STONE FILL OF DRAINAGE SWALE `-TOP OF DRAINAGE SWALE SYMMETRICAL ABOUT #5 0 6" EWEF 1/2- CL.(TYP) STAINLESS STEEL BATTEN STRIP I STONE LAYER (SEE DETAIL THIS SHEET) T PIPE BOOT (TYP) f (SEE DETAIL THIS SHEET) .'-�— BARRIER PROTECTION LAYER EXTRUSION WELD (TYP) 4"0 PVC SLOTTED PIPE 1 1 1 1 1 1 IIIIIIIIIII ��- GEOCOMPOSITE DRAINAGE LAYER 60 MIL HDPE I �-- 60 MIL HDPE TEXTURED GEOMEMBRANE TEXTURED -�--- N LAYER 17. GAS VENTING M RAN E GEOME B r 6 MAN"HOLE PS 2. CONTOUR GRADING MATERIAL1O.C. (TYP) 0O O O OXPC/ O O O C 00 O O O O 0 0 0 0 0 0 300n0,'%o'o O O 00000,,%0'-%000 WASTE 3" CL.(TYP) #4 O 12- #4 O OPENING(TYP) " 1 NO. I DATE REVISION #4 0 6 FOR INV. ELEV., PIPE SIZE & LOCATION .• t SEE DWG. NO. 1 . ' CONC. FILL DOWELS 0 12" O.C. ' SPLICE #5 BAR 2'-0" ' 1: ver i •' ' i ' CLh'�; i�r��' `'+"r�{!";r�+'`'`'' "`�• GEOTEXTILE FULL LENGTH AND ;+"�"��"sw• �.' ti ��r' +`,ri l' •r•'�'i''My"+,',i' `' WIDTH OF MANHOLE EXCAVATION 12" COMPACTED #6 0 8- EW SELECT FILL SECTION CATCH BASIN 1 N.T.S. NQIE: REFER TO DRAWING NO. 1 FOR RIM ELEVATION AND INVERT ELEVATION. 1VT 2"x 1 /4" NEOPRENE GASKET CONCRETE 2"X1/4" STAINLESS STEEL BATTEN 3/80"x3"STAINLESS A A A STEEL v , BOLT O 12" O.C. A 60 MIL TEXTURED HDPE GEOMEMBRANE STEEL CINCH ANCHOR 0 r/I S.S. BATTEN STRIP DETAIL N.T.S. 60 MIL HDPE BARREL AND FLANGE PIPE BOOT CLOSED CELL NEOPRENE SPONGE BETWEEN PIPE BOOT AND PIPE -� STAINLESS STEEL BAND CLAMP EXTRUSION WELD (TYP) I Ic ra.m Am^i r% nocKIING G (PROVIDE lYPICAL PIPE BOOT DEAL N.T.S. M 24" CHDPE DRAIN PLAN 5 0 6" EWEF 10" LOCATION OF STEPS AS iix DIRECTED BY ENGINEER: 12" TYP. 6'_0" BACKFILL WITH SELECT FILL MATERIAL COMPACTED OVER PIPE (TYP) STEPS (TYP) —f .._ 7" 24"0 CORRUGATED HDPE DRAINAGE PIPE I I I I I I I 36"0 CORRUGATED BACKFILL WITH SELECT FILL MATERIAL HDPE DRAINAGE PIPE COMPACTED UNDER PIPE (TYP) I UNAUTHORIZED ALTERATION OR ADDITION TO THIS DOCUMENT IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. PROJECT ENGINEER: DRAWN BY: T.F.M. F.D. DESIGNED DY: CHECKED BY- B.H./F.D. B.H. 60 MIL HDPE CAP SYSTEM OR GENERAL FILL TEXTURED AND TOPSOIL WHERE OUTSIDE GEOMEMBRANE CAP LIMITS LE m t0 cr' a 0 U HEAVY DUTY CAST IRON FRAME AND COVER CAMPBELL FOUNDRY CO., TYPE C #1526, OR APPROVED EQUAL 36"0 CORRUGATED HDPE DRAINAGE PIPE M. CONC. FILL 00 rlt� )1'r�i't ►t � a ��•q,�t: `,,,,y�.i1'1. �� T.•t•r�ru'`r'> ►�Mt' ol o ;j y�,�'.+�.ri,.�7•ti�+..r .�ti�;I��{',�►thw;r•,�,�+��; ��,+'i dt. 'i' •�.r•.� ♦ w ► l V• d fit, ,1 •V'' ,s. P,•�r..t. ,:,,..ti(i'r� ,•yatti,fr��a�,t.l„+r :..K5i1... •�' 12” COMPACTED #4 0 8" EWEF #4 DOWELS 0 8" (TYP) SELECT FILL SECTION STORMWATER MANHOLE #5 N.T.S. NOTE: REFER TO DRAWING NO. 1 FOR RIM ELEVATION AND INVERT ELEVATION. USE 2 #6 BARS p n n n • HEADWALL DIMENSIONS A B C D E 24" 30'-0" 12'-0" 5'-0" 18'-6" A= PIPE SIZE IS I.D. HEADWALL D ETAI L N.T.S. NOTES: 1. ALL CONCRETE SHALL BE 4000 PSI (MIN) ,HEADWALL # 1 N.T.S. t. 0 DVIRKA AND BARTILUCCI CONSULTING ENGINEERS A DIVISION OF WILLIAM F. COSULICH ASSOCIATES, P.C. OUTSIDE FACE #4 0 12" HORIZ. (TYP) #4 0 8" VERT. (TYP) INSIDE FACE #3 0 12" EW. (TYP) i 0 FIN. GRADE 0 " 0 " WASTE OR EXISTING NATURAL SOIL BURIED DRAINAGE J I O C>'PIPE (SIZE VARIES) , 0_ — 00 0 0 00 — 0 00 0 0 O I 0C% r► 0-0- 0 ^ REMOVE WASTE MATERIAL WHERE PRESENT, INSTALL PIPE, THEN 6.0 60-0" BACKFILL WITH SELECT FILL MATERIAL TO UNDERSIDE OF LANDFILL CAP WITHIN CAP OMITS AND TO UNDERSIDE OF TOPSOIL OR GAS MIGRATION CONTROL TRENCH OUTSIDE OF CAP LIMITS TYPICAL DRAINAGE TRENCH DETAIL N.T.S. ALL PENETRATIONS INTO CATCH BASINS, MANHOLES AND HEADWALLS SHALL BE CONSTRUCTED AND GROUTED WITH NON -SHRINK EPDXY GROUT AS SPECIFIED AND TO THE SATISFACTION OF THE ENGINEER 4-0 T&B AROUND OPENING MANHOLE STEP (TYP' MANHOLE OPENING ABOVE TOP OF CATCH BASIN 12" OVIDE TRASH RACK VEGETATION EROSION CONTROL BLANKET 1 2 VEGETATIVE GROWTH MEDIUM r SELECT BACKFILL MATERIAL GEOCOMPOSITE DRAINAGE LAYER ;'.;.,:;':.; -►- SELECT BACKFILL MATERIAL .PLAN 4"0 PVC SLOTTED PIPE HEAVY DUTY CAST IRON FRAME AND COVER CAMPBELL FOUNDRY CO., TYPE C #1526, SYMMETRICAL ABOUT OR APPROVED EQUAL � �5 O 6" EWEF 4' LONG OPENING1/2 I 8" 8" SEE SECTION A -A TOE OF SLOPE 8"(H) X 4"(W) ENERGY DISSIPATING ! . BAFFLES 4"0 PVC SLOTTED PIPE �� IIIIIIIIIII 12" ti ^ice r MANHOLE STEPS I 6 r 0 12" O.C. (TYP) io 0 �1 I USE 2 #6 BARS 6" X 12"I � 0 II I #3 GAUGE I FABRIC REINF. o MESH 30 4'- 0" I I 2" COVER I " I I I 02'-0" O.C. i 11 I #5 BENT BAR I 18"LONG-18"C-C TO PROJECT 6" I ( I IF CURB IS NOT POURED MONOLITHIC I I WITH SLAB. PLAN ** - REINFORCING ON EXPOSED FACE OF WALL WITH 2" CLEAR TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK SOUTHOLD LANDFILL CLOSURE GENERAL CONSTRUCTION )P OF DRAINAGE SWALE YER OF STONE FILL (ALLEY OF DRAINAGE SWALE TOP OF DRAINAGE SWALE STONE LAYER .-�- SELECT FILL MATERIAL 4"0 PVC SLOTTED PIPE + '-- A SELECT FILL MATERIAL L 3" CL.(TYP) #4 0 12" 4 0 OPENING(TYP)4 0 6" FOR INV ELEV., PIPE SIZE & LOCATION r SEE DWG. NO. 1 ' CONC. FILL DOWELS 0 12" O.C. • ' r SPLICE #5 BAR 2'-0" '�{.77.14 ``t.,•+!'f�'ii� w �,r i /,�. t � .�.��; 3" CL � . ��f"'•{u'r't�7 '" '�'.+��; 6 0 8 EW 12" COMPACTED SELECT FILL SECTIO( CATC H BAS I N 2 N.T.S. NOTE-' REFER TO DRAWING NO. 1 FOR RIM ELEVATION AND INVERT ELEVATION. MISCELLANEOUS DRAINAGE DETAILS PROJECT NO. DRAWING NO. 1314 DATE: FEBRUARY 2002 3 SCALE: AS NOTED