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HomeMy WebLinkAboutTR-3847 Board Of $outhold Town Trustees SOUTHOLD, NEW YORK Autlmrizatiuu Pursuant fo The provisions of Chapter 615 of The La~'s of ,~' , the STate of New York, 1.893; and C~apfer 404 of The Laws o~ The ...' " ,. STate of New York 1952; and' +he SouThold Town Ordinance eh- · filled "RE~ULATIN~ AND THE PLACIN~ OF OBSTRUCTIONS IN AND ON TOWN WATERS AND PUBLIC LANDS and fha REMOVAL OF SAND, ~RAVEL OR'OTHER ~ATERIAL5 FROM LANDS UNDER TOWN WATERS;" and in accordance wJfh fha "' Resolufion of The Board adopted at a meefin9 held on .[u.,: ~. 19 ~) , and in consideration of fha sum of $ paid by i'.. of N.Y. and subiec+ to the '~',L Terms and Conditions listed on the reverse side hereof, ,.?. of Soufhold Town Trustees authorizes ~nd permits The following: .~,. all in accordance w~fh Tho de~a~ie~ specifications as presenfe~ in IN WITNESS WHEREOF, The sa{d Board of Trustees here- by causes {Ts Corporate Seal fo be affixed and these presents fo be subscribed by a maiorify of The said Board as of This date. ~ ~~ ~ ~ .~ '~ ,. , TERMS and CONDITIONS The Permittee USDA - Plum Island residing at Plum is. Animal-Disease Center, P.O.B. 848. Grnpt N. Y~ as parr of the comideration for the issuance of the Permit does understand and prescribe to *he fol- lowing: 1. That the said Board Of Trustees and the Town of Southold are released from any and all damages, or clairn~ for damages, of suits arising directly or indirectly as a result of any opor- ation performed pursuant to this permit; and the said Permi~cee will, at his or her owa expense, defend any and ail such suits initiated by third parties, and the said Permlttee assumes full liability with respect thereto, to the complete exclusion of the Board of Trustees of the Town of Somhold 2. That this Permit is valid for a period of 24 mos. which is considered to be the estimated time required ro complete the work involved, but should circumstances warrant, request for an extension may be made to the Board at a later date. 5. That this Permit should be retained indefinitely, or as long as the said Permirtee wishes ro maintain the stmcrore or project involved, to provide evidence ro anyone concerned that auth- orization was originally obtained. 4. That the work involved will be subject to the inspection and approval of the Board or its agents, and non-compliance with the provisions of the originating application, may be ,~-~e for revocation of this Permit by resolution of the said Board. 5. That there will be no unreasonable interference with navigallon as a result of the work herein authorized. 6. That there shall be no interference with the tight of the public to pass and repass along the beach between high and low water rmzrks. 7. That if furore operations of the Town of Southold require the removal and/or alterations in the location of the work herein authorized, or if, in the opinion of the Board of Trustees, the work shall cause unreasonable obstrooaon to free navigation, the said Permittee will be requlze~ upon due notice, ro remove or alter lhis work or project herein stated without expenses to the Town of Southold. 8. That the said Board will be notified by the Permittee or the completion of the work auth- orized. 9. That the Permlttee will obtain all other permlts and consents that may be required sup- plemental to this permit which may be subject to revoke upon failure to obtain same. © © TRUSTEES SCOTT L. HARRIS John M. Bredemeyer, m. President Supervisor Henry P. Smith. Vice President Town Hall. 53095 Main Road Albert J. Krupski. Jr. P.O. Box 1179 lohn L. Bednoski. Jr. Southold-, New York 11971 John B. Tuthill BOARD OF TOWN TRUSTEES Fax (516) 765-1823 Telephone (516) 765-1892 TOWN OF SOUTHOLD Telephone (516) 765-1800 July 30, 1990 Ray D'Ange!is, Projec~Manager STV/Sanders & Thomas llRobinson Street P.O. Box 459 Pottstown, Pennsylvania 19464 Re: App. No. 5-2-90-15-9-9, USDA Orient Point, L.I. Dear Mr. D'Angelis: The following action was taken by the Board of Town Trustees during its regular meeting held on July 26, 1990 regarding the above matter: WHEREAS, STV/SAI~DERS & THOMAS IN BEHALF OF USDA at Orient applied to the Southold Town Trustees for a permit under the provisions of the Wetland Ordinance of the Town of Southold, application dated May 15, 1990 and, WHEREAS said application was referred~ to the Southold Town Conservation Advisory Council for their findings and recommendations, and, WHEREAS, a public hearing was held by the Town Trustees with respect to said application on July 26, 1990 at which time all interested persons were given an opportunity to be heard, and, WHEREAS, the Board members have personally viewed and are familiar with the premises in question and the surrounding area, and, WHEREAS, the Board has considered all the testimony and documentation submitted concerning this application, and, WHEREAS, the Board has determined that the project as proposed will not-affect the health, safety and general welfare of the people of the town, NOW, TP~EREFORE BE IT RESOLVED THAT STV/SANDERS & THOMAS IN BEHALF OF USDA at Orient BE AND HEREBY IS GRANTED PERMISSION UNDER THEWETLANDOPCDINANCE TO: install replacement of existing bulkheads along approximately 200 feet of northern end of OrientPoint Harbor Facility, removal and replacement of an earthen finger pier at the north end of the harbor with a wooden finger pier; and install mooring piles and a maneuvering dolphin associated with the pier. © © This permit will expire two years from the date it is signed if work has not commenced by said date. Fees must be paid, if applicable, and permit issued within six months of the date of this notification. Two inspections are required and the Trustees are to ~be notified upon completion of said project. Please return to the Building Department for a determination on the need for any other permits which may be required for this project. Permit will be issued upon payment of the following fees for work to be done below Mean High Water Mark: Very truly yours, ~ohn M. Bredemeyer, [II President, Board of Trustees JMB:jb cc: Bldg. Dept. Conservation Advisory Council file SUPERVISOR ~ ~ Hen~ P. Smith, yice .Presiclent ScoTt L. HARRIs ]'olm-~i ~Jr. Town Hall 'Jb~;~l 53095 Mai~ R6ad P.O. BOX 1179 Telephone(516)765.-1892 BOARD OF TOVqN TRIJSTEES So~uthol~d, ~ew York 11971 Fax (5165 ~7654823 TOWN OF SOUTHOLD ffant/arg !6~ 1992 Avenue ~ NOrth Have~, CT 06473 RE: Plum Island SCTM ~1000-15-9-9 Dea~ Fir~ Rogozinski: The Board of Trustees reviewed the above re~erenced project at their January 9, 1992 field insPection. As this project is 5' below mean low water, it is out of the Trustees jurisdiction at this time. If you have any further questions, please do not hesitate to contact this office. Very truly yours, John M. Bredemeyer, III President, Board of Trustees JMB:jmt TRUSTEES John/vi. Bredemeyer, Ill, President SUPERVISOR Henry P. Smith, Vice President SCOTr L. HARRIS Albert J. Kmpski, Ir. John L. Bednosld~ Jr. Town Iffall John B. Tuthili 53095 Main Road P.O. Box 1179 Telephone (516)765-1892 BOARD OF TO~N TRUSTEES Southotd, New¥ork 11971 Fax (516) 765-1823 TOWN OF SOUII-IOLD February 28, 1992 Director of Operation & . Maintenance Burns & Roe Service Corp. P.O. Box 2110 Greenport, NY 11944 RE: Utility Poles at Orient Point Dear Mr. Winderoth: The Southold Town Trustees have discussed PIADL's request to replace beach materials around the eroded bases of utility poles at Orient Point and have concluded that such a limited repair is non-jurisdicational with respect to the Town's Wetland Ordinance and Coastal Erosion Hazard Act. Should the construction of fixed retaining walls, groins, bulkheads or other structures become necessary or anticipated, you would need to submit an application for Wetland and Coastal Erosion Hazard Permits. IEnclosed). If emergency construction operations become necessary prior to any approvals from this office, you have 48 hours to notify this office in writing of the full extent of emergency operations requested. :~If we can be of further assistance in this matter, please do not hesitate to call. John Mo Bredemeyer, III President, Board of Trustees JMB: jmt enc. cc: Bldg. Dept./ Code Enforcement Bay Constable ALEXAN~ F. T~EA~W~LL s~*~ o~ ~*~ April 4, 1996 Albert J. Kmpski, Jr. Trustee. Town o£ Southold 53095 Main Road, P.O. Box 1179 South01d, N-f 11971 Re: F-96-179 USDA ~ ?li~i1~ f~iai/d?~Animal Disease Center Fuel Oil Pipeline Replacement ProJect Town of Southold. Suffolk County Determination of Consistency with the New York State Coastal Manaeement Program Dear Mr. Krupski: A copy of the U.S. Department of Agriculture consistency determ/nation for the above project is enclosed for your information and review. Any comments your agency may have should be provided no later than April 29. 1996 to allow tlie Department of State adequate time to prepare the State response to the U.S. Department of Agriculture within the rev/ew period provided under National Oceanic and Atmospheric Admfulstration regulations. We would also appreciate documemation which you could provide that would support your comments on the proposed facility upgrade of the bulk fuel oil storage and distribution system at the Plum Island Animal Disease Center. Please call David A~ MacLeod of this agency_ at (5183 474-6000 if yon have any questions. Sincerely, Chief, Consistency Review and Analysis Bureau Division of Coastal Resources and Waterfront Revitalization Enclosure WFB:dlb cc: DEC - G. Danskin (w/end.) March 27, 1996 'T,~J p~C, GR,a~S File Code: 32.00 ~' ' ~` ' z, ~'~ New York St~e Dep~e~ of S~te ~- Di~Ssion of Co~ ~so~ees ~d Wate~nt Re~on 162 W~on Ave~e ~b~y, NY' I~t. Reference: United States Depmlinent of AgricultUre (USDA) Plum Island Animal Disease Center (PIADC) Bulk Fuel Oil Storage and Distribution System - Replace Fuel Oil Pipeline Project (Phase ID Suffolk County, New York Subject: Joint Permit Application Submittal STV Project No.: 1 t-10-6770 Dear Sir or Madam: Enclosed please find a copy of the Joint Permit Application and supporting docmmmtafion submitted to the New York State Department of Environmental Conservation (NYSDEC) on behalf of the U.S. Department of Agriculture, Plum Island Animal Disease Center for their Bulk Fuel Oil Storage and Distribution System Project (Phase It). This phase of the project involves replacing the existing a. bovegrmmd fuel oil pipeline that extends from the dock area m the new tank farm constructed in Phase t. There will be no direct impact to freshwater wetlands, although construction activities will occur within 100 feet of a NYSDEC mapped freshwater wetland. Conversations held with the NYSDEC indicated that a Joint Permit Application would be required for this activity. The pro~ect is within a Coastal Zone Management Area. Therefore, a Federal Consistency Assessment Form has been completed as part of this application_ STV Inco i'aied New York State Department of State Marcia 27, t996 Page 2 If there are any questions or if further clarification is needed, please do not hesitate contacting Wendy Schetlhamer at (610)326-4600. Tlmnk you fox your prompt considemg~n to this requesa sincerely, STV Incorporated Robert M. Kondrath, P.E. Wendy IC Schellhamer Project Manager Project Environmental Coordinator Enclosure cc: C. Santoyo, USDA W. Hughes, USDA STV Files Project Description The United States Depm~ment of Agriculture (USDA) is proposing a facil/ty ut~grade (/ ~t~e bulk ~el off storage, and dis~ution system located at their phrm Istand, Anima'; .Disease center ~C) in Snffolk County, New York. The purpme of thi~ pro, eCl is: to enable PIADC's bulk fuel oil sy. stem to comply with current federal, state, and cam~ regulations. The fuel ~stem is nsed to operate incineratora, boilers, water heaters, and emergenc7 generators. in Phase I : Oct~her~ b in rack with sCCO~dm3 P .l~:e I ~d ~ ~m~on a~fi~ ~e not ~*hin 100 f~t of ~ 100 f~ of a ~SDEC re~a~d w~ w~ch app~mfio~ ~;new pipe~e ~ be com~cted above~o~d on ra~ ~po~, ~ con, ere ~pe su~o~.f~dafio~ Cee &am~ C-201, C-202, ~d ~ ~ Aaac~m~t 3). SoS rem~?d d~g exmva~on ~ be ~read on-site. ~e e~va~m soa ~s~b~. ~e racB ~ be ~ced 25-30 f~t ap~ ~r 132 ~pp~. D~ of ~ic~ pipe ~ppom ~e fo~d ~. ~ e~en~ sta~g ~ea ~ be lomted at ~e doc~ ~ new pipe~e ~ ~oss ~ee paved roads. ~e p~e~e under~o~d in ~ese lo~fio~ ~e~g a tempor~ &~ce. ~e e~s~g pipe~e ~ be remov~ ~er ~e new p~e~e ~mmes op~o~ ~g rack support ~ be ~t off at ~e b~e, ~d ~ above~ ~o~ ~ be remove& ~e b~ed ~n~ete fo~d~om ~ not be rem~ ~b~ce. IRUSTEES John M. Bredemeyer, BI, President SGPERVISOR Henry P. Smitl~ Vice President SCOTt L. HARRIS Albert J. Kmpsld, Jr. John L, Bednoski, Jr. Town l-tall John B. Tuthill 53095 Main Road P.O. Box 1179 Telephone (516) 765-1892 BOARD OF TOWN TRUSTEES Southold, New York 11971 Fax (516) 765-1823 ToWN OF SOUTHOLD April 10, 1991 Edward C. Hassildine USRO General Foreman USDA ARSONAA Plum Island Animal Disease Center P.O. Box 848 Greenport, NY 11944 RE: Permit ~ 38478 Bulkhead Replacement Dear Mr. Hassildine: This letter will confirm our conversations of April 1, 1991, my conversations with fellow Town Trustees on March 28, 1991, the official minutes cf the public hearing in the matter of the Plum Island Animal Disease Center (PIADC) wetland permit application % 5-2-90-15-9-9 of September 26, 1990 and the Town wetland permit issued by virtue of the unanimous Board vote of that date. In reviewing and discussing the permitting aspects of the above referenced bulkhead replacement, the Town Trustees recognized the potential impracticability of completely capturing all .on-site drainage during the bulkhead replacement phase of what will eventually be a parking lot-boat basin upgrade. Accordingly, at the public hearing, we discussed the possibility that some direct runoff discharge to surface waters (including re-creating temporary drains into the basin) could be an allowable short term (3-4 year maximum) drainage resolution pending final correction when the parking area is re-designed/re-built. At the public hearing, Mr. Escarcega, representing PIADC, presented what we believe to be PIADC's good faith representation to discontinue all direct stormwater discharge to the boat basin in the near future (hopefully within 3-4 years). Further, it is/was our understanding that the drainage improvements wouldbe linked solely to the parking lot re-surfacing. This is because we believe this correction is a matter most closely related to the practical aspect of rebuilding and resurfacing the parking area. (which is probably the major contributor of site specific stormwater runoff discharge to Gardiners Bay). I must emphasize that the Board of Trustees was very pl~ase~ to Seethe eliminati~n of all drains through the bulkhead in the submitted plans. However, sufficient discussion was had u_~. '~ ~ ~ on the p b£lc recor~ and among us on March 28, 199t to conclude that a Ks a representation of official Board of Trustee action, a public~earing and permit approval under local law Chapter 97 .~sald '~ar~us p~nding institutional arrangements for consistent review o~ actisns in the coastal zone, this letter shall not be construed as Board policy with respect to any other drainage matters past, present or future in Southold Town. We wish to take this opportunity to thank you for your genuine c~ncern for protecting our surface waters. We hope and pray that NYSDOT wi.ll be able to properly address their purported contribution to this runoff problem prior to the parking lot rebuild by PIADC. Sincerely, John M. Bredemeyer, III President, Board of Trustees JMB:jmt cc: Scott L. Harris, Supervisor Ray Jacobs, Superintendent of Highways Ernest Excarcega, Bob Schwarz, Resident Maintenance Engineer-NYSDOT DEPARTMENT Of T~ANSPORTATIOI 1900 RTE. 58 RIVERHEAD, N.Y. ll901 JAMES A. KUZLOSKI FIP~NI~LIN E. WHITE April 30, 1991 John M. Bredemeyer, III Board of Trustees Town of Southold ?.O. Box 1179 Southold, N.Y. 11971 Dear Mr. Bredemeyer: [ received a copy of your April 10, 1991 letter to Mr. Hassildine re- gadding the. bulkhead replacement at the Plum Island ferry dock in Orient. It m~t'~e pointed out that the Plum rsland permit, and the eventual elimination'of all runQff from thetr site to surface waters, is a matter apart fr0~'the ~t~te dra'inage outlet which has existed at this location s~ew~e~l ~o~ ~ ~ecame the Resident 'Engineer for this area over t~eh~. ~ : ,...g ...'e~r~ ~ ~, The State has no intention: of eliminating this drain a~d ~¥e.r ~g~eed that the penetration of the new bulkhead was temporary a~d~o~6 el t'mi:n~ted when the parking lo't is rebuilt. The State h~s had ~h~po~itive outlet to the bay for so long that a ~etscrtptive easement exists, The State has channeled highway drain- ~g~ ~hm~Qgh~th.e ~ame size pipe'and at the same location for over twenty yea. r~ ~nd ~ere~0~e ~an continue to do so. This is the legal stand the ~tat~ has ~a~en ~n s~milar si'tuations and there are no extenuating cir- cum%~nce~ tBat ~ am a~are of that would call for a different stand ~n ~ht~ t~se, Any'.a:g~eement~ to close off the State drainage pipe could ~t be co~cluded~i:tbOQt the State being a party to such agreement. Please realize that the highway woul-d flood without this drainage and the safetsof the traveling public'has to be my uppermost concern. I am ~ I have properly ~y insisting that the drainage not be com- from a positive outlet. P.E. §i'neer 03, Region E, Suffolk qN EQUAL' OPPORTUNITY/AFFIRMATIVE ACT/ON EMPLOYER US Arroy'Cprps of E ng~ne.er~s ~ - '. In rePlying refer to: Ne~ ¥or~ D~s~act ~ Jsr, obK~.Ja~s?Fed~ra~Building Public Notice Number: O6-01950-L2 NewYO~,N;,~. 10278-0090 Issue Da~e:: Aprit~12, 1996 ATTN-RegulatoryBradch Expirar. ion Date: 5:ay 20, ]996 The Ne~,~e~k DlSt~, Co~s of ~g~cers h~ Iecelv~ ~ a~licat~n ~'a D¢~ ~f ~ ~y pcrm,~ pursuanl to Sect,on t0 of.me myers ~a turbots Act df~8~;(33: ~:40~ C4 of the Clean Wa~er Act (33 USC ~IC~: x ~ted Siates Deparm~cm of Agne~mre '' :Plum Ishmd ~mmal D~se~Ce~t~ P.O. Bo~ 848 ACT~TY: - I~do~,r~la~ment su~zne cable WATEUWAY: So 0 LOCA~ON: Be~en?riem ~d Plm Isled, Tom of Sou~old, S~olk Co~, New York A det~led d~scfipfion 9n~:pi~ of ~e appli~nt's activi~ ge enc}os~ to ~sist in yo~ review. The deeisioa whe~er to issue a pe~t will be based 0n m ev~uafi0n of ~e probagle ~act, ~clud~g cmflative ~aeB~ of ~e pro~s~ agivity on ~e public ~tdrest. T~t d~ion'mill refl~t ~ national mncem ~ bo~ pmte~ion md util~oa of ~po~t reso~ceS. The benefits which reasombly may be. e~pecte&~ m accrue ~om the propos~ m~t be b~c~ ~ iB reasombly foreseeable ~detr~enfs~ ~ AH~factors .~ch ~y be relevmt :to ~ propos~ will be comider6d including · e c~ulafive effe¢~.the~of;, .m°~ ~me ge mme~afion, econo~cs, ae~eti~; general enyiromem~.con~, ~etl~s~ ~storic~ prop~ies, fish ~d wil~fe Valu~ floo~lain ~ues lind Use} mvigati0n, shorflme er°~Bn~d'a~refion, recrm~on, water supp¢ ener~ nee~, s~e~, food md fib~ pr~u6fion, ~ner~'n~e~, comidergi~ of property o~emhip ~d, ~gener~, ~e n~ md wetf~e0f ~e people. T~ Co~:6f Eh~eers ~ soli~t~g counts ~om the pub!~; FedeX, state, md loc~ agencies ~d officios; In~ Tribes; md o~er ~terested p~es in order to comider md evaluate ~e ~pacts of ~is proposed activin. ~y co~e~ receiv~ will be comidered by ~e Co~s of Engineers to dete~e whe~er to issue, m~i~, mn~tion or deny a ~t for ~s propose. To'~e ~s decision, co~ents ~e ~ m asses ~paets on end~ger~ s~ies, ~smric propeaies, wger q~i/y, gene~ enviromem~ ~e~t~. other pubSc ~terest.hctors l~t~ above. Comems preparation of m~En~i~om~ml'~sesmem ~/or ~ Envkomen~ NaUo~ Env~ome~! Po!Sey A~: Comen~ are flso used to dete~ne ~e n~ for a pubhc hegmg ~d to d~e~ne ~e 0y~. pubSc interest of ~e propos~ actiyi~. ~L COM~NTS~G~ING THE PE~T ~PLICA~ON ~ST BE P~P~D IN ~G ~D ~ TO ~ACH T~S OF~CB~BEFO~ T~ EKP~ON DA~ OF THIS NOTICE, o~e~ise, i~wilI be presmfl ~ ~ere ~e no obj~tiom m ~e a~vi~. Any person ~y r~uest, ~ writ~ before ~is public no~ce e~k~, ~t a p~lic hmr~g be CENAN-OP-RE PUBLIC NOTICE NO. 96-01950-L2 held to collect information necessary m consider this application. Requests for public hearings shall state, with particularity, the reasons why a public hearing should be held. It should be noted that information submitted by mail is considered just as carefully in the permit decision process and bears the same weight as that furnished at a public hearing. Our preliminary determination is that the activity for which authorization is sought herein is not likely to affect any Federally endangered or threatened species or their critical habitat. However, pursuant to Section 7 of the Endangered Species Act (16 U.S.C. 1531), the District Engineer is consulting with the appropriate Federal agency to determine the presence of and potential impacts to listed species in the project area or their critical habitat. Based upon a review of the latest published version of the National Register of Historic Places~ there are no known sites eligible for, or included in, the Register within the permit area. Presently unknown archeological, scientific, prehistorical, or historical data may be lost by work accomplished under the required permit. Reviews of activities pursuant to Section 404 of the Clean Water Act will include application of the guidelines promulgated by the Administrator, U.S. Environmental Protection Agency, under authority of Section 404 (b) of the Clean Water Act and the applicant will obtain a water quality certificate or waiver from the appropriate state agency in accordance with Section 401 of the Clean Water Act prior m a permit decision. Pursuant to Section 307 (c) of th9 Coastal Zone Management Act of 1972 as amended [16 U.S.C. 1456 (c)], for activities under consideration that are located within the coastal zone of a state which has a federally approved coastal zone management program, the applicant has certified in the permit application that the activity complies with, and will be conducted in a manner that is consistent with, the approved state coastal zone management program. By this public notice, we are requesting the state's concurrence with, objection to, or waiver of the applicant's certification. No permit decision will be made until one of these actions occur. For activities within the coastal zone of New York State. the applicant's certification and accompanying information is available from the Consistency Coordinator, New York State Department of State, Division of Coastal Resources and Waterfront Revitalization, Coastal Zone Management Program, 162 Washington Avenue, Albany, New York 12231, Telephone (518) 474-3642. Comments regarding the applicant's certification, and copies Of any letters to this office commenting upon this proposal, should be so addressed. In addition to any required water quality certificate and coastal zone management program concurrence, the applicant has obtained or requested the following governmental authorization for the activity under consideration: New York State Department of Environmental Conservation Permit Town of Southold Permit It is requested that you communicate the foregoing information concerning the activity to any persons known by you to be interested and who did not receive a copy of this notice. If you have any questions concerning this application, you may contact this office at (212) 264-3912 and ask for Marc Helman. FOR THE DISTRICT ENGINEER: Enclosures ~' C[x.~ef, Regulatory Branch CENA~-Oi~-RE PUBLIC NOTICE NO. 96-01950,L2 WORK DESCRIPTION The applieant~ the United States Department of Agriculture, has requested Department of the Army anthorization,~o install a submarine cable crossing Plum Gut, Long Island Sound between Orient and plumlsland, Town of South61d, Suffolk County, New York. The work installation~¢f an approximately 9,900 linear foot long underwater cables tha[. would serve as replg~ement for existing underwater The new cable route would, begin at the 5th utility pole west of inclosure. under the shoreline~ Once r thi~, same route ,aCross Plum The new ~ enclosures 'on Plum Ishmd..;Micro-tunneling technk uts ~(si~nilar I would be utilized to Inak~2 '1 le snbsal'~:aee COlllleClIOI1 from O s 10172 Lo 'adverse impacl:s to and telephone connections Agriculture Plum Island Animal ¥ ® ~ DEPARTMENT OF THE ARMY A~r~ E.~I.F.~ OI~'T, ~ V~ FIRST-CI. ASS MAIL ~ ~ ~ ~ ~ u.s. ~A~ ~0 ~ N.Y 1~ N~. N.Y. ILENE PFIFFERL TOWN OF SOUTHOLD BOARD O.F TOWN TRUSTEES TOWN HALL 53095 tV3AIN ROAD P.0. BOX 728 S~O~UTHOL~II_, NY 11971 US Army Corps of Engineers replying refer to: New York District lblJc Notice No. 14149-90-0428-L2 JBL 90 Expires:..23 AUG 90 To Whom It May Concern: The_~ew ~Or~ D~S,t~.~!c~¥ ~Co]~])s of ~g~ee~s has reg. ei~ed a~ ~applicat~dn~ ~ for: a ,(~p~,, of %~,. ~y pe~ ,p~sua~ Riv'ers:~aq~'~:o~ Act o~ ~99 (33 ~&S.~. 403~. ACTIVITY: ~f~oe a b~ad, ink,all a ti~er pier, pilings and a ~hin WATERWAY: ~ Point Harbor, Gardiners Bay ~CATION: ~ho~ Suffolk County, New York A detailed ~crmpt~on ~d plans of the applicant's activity are enclosed ~to as. sis~ in ym~ review. The decision ~ to issue a pe~it will be based on an evaluation of the including cumulative impacts, of the activity on the That decision will reflect the national concern for )rotec%ion and utilization of important resources. The b~efits reasonably may be expected to acc~e from ~e activ be balanced, against its reasonably foreseeable detriments. Ail' factors w~i=h may be relevant to the activity will be consi~ere~ ~ ~ ' -' ~ ~ ' · ~!ud~. uhe ~mulat}ve effects thereof, among those are conse~atlo~ ~conomlcs,.. ae~etlcs, general environmental concerns, wetlands, c~ :ural values, land use, navigation, shoreline erosion and accre%ion, ] ~rea~i~n, ~w~er supply and con~e~at~on, water ~al~ty, energy ne~ ~safety~ fo~d~ production and, in general, the needs and welfare of ~] ~people. The Corps of~ Sngineers ~ soliciting cements from the public; Federal, state, and ~al a~encl~s and offi~ials; Indian Tribes; and other interested ~ ~n order to consider aqd evaluate the i~pacts of this cements received will be consldere~ by the Co~s ~ whether to issue, modify, condition or deny a for this proposal. To ~ake this decision, cements are used ~sess impacts on endangered s~ecies, historic p=opertie~, water ~, general enviro~ental effects, and the other p~llc interest fa ~isted above. Cements are used in the preparation of an essme~ and/or an Environmental Impact Statement pursuant to National Environmental Policy Act. Comments are also used to the nee~ for a public hearing and to dete~ine the overall inte~st of the proposed activity. I~t is requested that you com~unicat e the foregoing i ~nformation concerning the activ.ity to any persons .known 'b~ you ~o be~ interested and who did not receive a copy of this notice: If you _have any questio~n~ concerning this application, you may contact this office at (212] 264 3912 and ask for Mr. Michael Infurna. FOR THE DISTRICT ENGINEER: C~hief, Re~u!~torf ~B~anch Enclosures ~,~< ~,)' . ,2¥ . ""% "~ U.S. DEPARTMENT OFrAGRICI E~o- S,~, PROJEGT : 0 / / ~, FROM NOAA CHART OF ~'"" =~ = == BLOCK ISLAND SOU~ D AND ~_ ~3. 3~ GARDINERSBAY.._ ~ SOUNDINGS IN FEET A- ~ MEAN LOW WATER - -f'WP,¢A~. RULKH~.AD STV/SANDERS & THOMAS · 11 ROBINSON STREET; POTTSTOWN, PA 19464 21B/326-460C FAX 215/326-3833. TELEX 84-6430 April 30, 1990 Board of Town Trustees Town ~f ~uth~ld Town ~alt, 53095 Main Road P. O. Bo~ 1179 Southold, NY 11971 A~tention: Mr. John M. Bred~eyer III President Refer~ce,: U.S. ~r~ent of Agri~ltu~ ~]khead Pie~ and Harbor P~j~t at Orient Point Harbor, Lo~ Island, ~w Yo~ Subj~t: Permit Application Pursuant to Southold Town L~s, Ordinances, ~gulations, ~d Codes Our Project ~.: 08-6336 Ge~l~n: The B. S. Dep~rt~nt of Agricuttur~ is plamning to perform maimtena~e and ~i~v~ent ~?k at ~eir Orient Point Harbor Facility, fr~ ~ich l~%i~ ferry service is provided to ~e USDA Plum Isla~ Animal Oisease Center. That ~rk consists of r~tacement ~ exi~i~ bulkheads along approximately ~ feet at the north end of the har~r, removal and repl~nt af an ea~hen Finger pier at the north end of the harbor with a wooden finger pier, and installation of m~ring piles and a maneuvering dolphin associated with the pier. Expeditious performance of this work, on which continued operations of the ferry service ~pe~ent, is critical to prevent interruption of the research facility op~tions on Plum Islam. Applications have ~en ~bmit~d to t~ Depa~ment of ~e Army, Corps Engi~ers, and the N~ York S~te. D~partment of Envir~en~l Control (NYDEC) For permits pu~uant to Section 10, Rivers a~ Harbors Act of ~ta~ ~YCRR 6~, Use a~ Protection of Water, res~ctively. i~ally, a Short Enviro~ental Assess~nt Form and F~erat Co~istency Asses~ent F~m have be~ c~leted and s~mitted to NYDEC. ~ies of the project sketches, description and area map ~e att~hed. Since a history of prior a~rovals for a dredging project in excess of 1~ cubic yards may, upon board consideration allow treatment of the project as an unlisted action, we have also included a copy of the previously issued dredging permit. StI~V/SANDERS &.THOMAS. Board of Town Trustees April 30, 19g0 Attention: Mr.. John M. Bredemeyer, III Page As design and permitting consultant to the U. S. Department of Agriculture, we request that you consider the enclosed application, and notify us of, your fi~nd~ngs. If you have any ,questions, wish ta schedule an inspection, or r~uire additional information, pleas~ dq not hesitate to contact us. Very truly yours, STV/SANDERS & THOMAS ~' RZ/,bah TRUSTEES :~'~ ~-~ ~ -~ ~ scott L. HAP~S John M. Bredemeyer, IH, President ' ~ Hen'Er P~ Smith. Vice President Albert J. Krupski, Jr. ~~. Town Hall, 53095 Main Road John L. Bednoski. Jr. ~ P.O. Box 1179 Southold. New York 11971 John B. Tuthill BOARD OF TOWN TRUSTE]~S Fax (516) 765-t823 Telephone (516) 765-18~2 TO~ OF SOUTHOLD Telephone t516} 765-t800 !' A Z_C_A N rS BE TO THE. TOWN T US EES , TOWN. OF SO 0 , SUFFO COUR~, NEW yORK, FOR THE ISS[[ANCE O~ A PERF/IT PURSUANT TO ~ L~WS/ ' ORDINI~I~ES AND .REGULATIONS GoVERNING TI~ C~)ASTAL AND INTERIOR WETt~ANDS, FLOOD EL~NS A1TD DRAINAGE AREAS OF SOUTHOLD TOWN, AND THE IssuANcE OF PEP~IITS pURsuANT TO cHAPTER 32 OF THE CODE OF T~E TOWN OF SOUTHOLD. APPLICATION NO. ~-~[-c~O- ~-~-~ DATE Apr57 39, A~PLICAlqT'S NAME: U. $. Department Of Agriculture TEL. NO. (576) 323-2500 x205 MAILit~G ADDRESS: Plum Island Animal D~$ease Center, P.0...gox 848, ~reenport, NY 11944 AGENT: ST~/$anders & Thomas TEL NO. (215) 326-4609 AGENT ADDRESS: t~ gob~nson Street, Pottstown, PA 79¢64 PERMIT REQUESTED TO: Install reo]acement bulkheads adjacent to existfn~ bu]khead~ a]on§ approxStaate]y 200 feet of no~thern end of USDA 0trent Point Harbor, ex,'stUn§ earthen fSnger pfer w$th wooden f~n§er p~er, and ~nstaT] moor~nq o57es and maneuve~Sn~ do] ph~n. LOCATION OF PROPERTY FOR REQUESTED PERblIT: Orient PoSnt Hapbor (~$ee attached locat~o~l map) TOWN: TAX MAP NO: 1000- t5-9 9 CREEK, BAY OR HARBOR FRONTING PROPERTY: 0r~ent Point ~rbor SIZE OF PROPOSED WORK: [See attached continuation $Seet) LENGTH: WIDTH: App. P~ge 2. YDS. TO BE EXCAVATED: * YDS. TO BE FILLED: MANNER I~ WHICH MATERIAL WILL BE REMOVED OR DEPOSITED: WIDTH OF CREEK OR BAY FRONTING PROPERTY: (See of proposed work C~/IAL, drawing DEPTH AT LOW TIDE: 13 feet (HLW) AVER. RISE IN TIDE: 2.5 feet DISTANCE TO NEAREST CHANNEL: ~See location drawin.~) DISTANCE PROJ]Z. CT. EXTENDS B~OND SIMiLARJ PROUiSCTS IN AtLEA: D.S. Go~etm~ment ARSA. ~G: . E~c~ ity~ ~ 'IS PROJECT: ',FOR !~AIVATE OR HUS. USE: no chanqe in use IAITEI~E!D~ USE .OF PROPERS': * DE~E ~O~ P~OR OPtiONS CO~U~ ~ PR~SES: * HAS A~ PRIOR LICF~SE~Oi% PERMIT BEEN ISSUED TO ERECT STRUCTUL~S, DREDGE, OR D~OS~ FI~ ON S~ PR~S: Previous permit issu~ 4/22/Bt (expiration ~ 12/31/9t) at~c~ HAS ~ LI~SE AG~CY: No DESCRIBE ~LLY ~ R~ILITATtON OF PROPERS: DESCRIBE PROPOSED CONDITION OF PROP~ ~TER WO~ IS CO~LET~.' I~CL~E ~ ~DITI~ ~V~ OF PROP~ SI~ IF NECChi: ARE -THERE AR~ COVENANTS OR RESTR]~CTIONS IN YOUR DEED WHICH WOULD PROHIBIT THIS PROJECT: * WRITTEN CONSENT OF OWNER IF NOT THE SAME AS APPLICANT: N/~ fU. S. DePartment of AGriculture authorized signature affixed) * See attached continuation sheet COUNTY OF SUFFOLK ) STATE OF NEW YORK ) Ernest Escarcega BEING DULY S~ORN DEPOSES AND SAYS THAT HE IS THE APPLICANT FOR THE ABOVE DESCRIEED PERD/ITS, AND THAT Ar.-r~ STATEMENTS CONTAINED HEREIN ARE TRUE TO THE BEST OF HIS KNOWLEDGE AND BELIEF, AND THAT WORK WILL BE DONE IN THE MAN~ER SET FORTH IN THIS APPLICATION AND AS MAY BE APPROVED BY THE TOWN BOARD OF THE TOWN OF SOUTHOLD. THE APPLICANT AGREES TO HOLD THE TOWN OF SOUTHOLD AND T~E TOWN TRUSTEES HARMLESS AND FREE FROM ANY AND ALL DAMAGES AND CLAIMS ARISING UNDER OR BY VIRTUE OF SAID PERMIT, IF GRANTED. IN COMPLETING THIS APPLICATiOb~, I HERW. WZf AUTHORIZE THE TRUSTEES, THEIR AGENT OR REPRESENTATIVE, -To ENTER: ONTO MY PROPERTY TO INSPECT THE PREMISES IN CONJUNCTION WITH REVIEW OF THIS APPLICATION. l~lOta~ P~blie, Smt~ Of New Yctn~ SWORN TO BEFORE ME THIS ~ ~ DAY OF ~j/ , i9 ~ ~ 0 0 EXAMINED BY APPROVED DISAPPROVED 'CONDITIONS (If any) SIGNATURE OF CHAIRMAN COMPUTATION OF FEES Approved 2/27/85 OARD O[ TOWN OF'SOU 'Ot SUFFOLK COUNFFY', NEW,,,~¥ORK PERMIT APPLICATION (CONTINUATION SHEET) Page 2: Yards to be Excavated: 3300 cu. yards Yards to be Filled: 240 cu. yards (between existing and replacement bulkhead) M~nner in which Material will be Removed or Deposited: The proposed work includes maintenance dredging of the USDA Harbor F~cl)ity at Orient Point and ~-eplacement/reinforcement of approximately 2013 feet of bulkhead at the north end, similar to work permitted by the State and Department of the Army Corps of Engineers previously (see attached permit). In addition, th~s permit is to include replacement of a~ existing finger pier. The existi~!) structure which is. failing, will be removed by e~cavation and replaced with a wooden structure. Excavated spoils from the existing f.inger pier will be placed as shown i~ the attached drawing. Intended ~s~ of Property: No change {h the scope of operations or increase in size of harbor from previous design will result from the planned work. Describe Known Prior Operations Conducted on Premises: The USDA operates ferry service between the Orient Point ~arbor and Plum Island Facility for the purpose of supply and transporting employees and official visitors to and from the Plum rsland Animal Disease Center. 'Describe Fully the Rehabilitation of the Property: The scope of work proposed is restorative of the harbor function cnroug~ relqabilitation of a portion of the bulkhead with minimal bulkhead movemens, finger pier replacement, and installation of mooring piles and a maneuvering dolphin associated with the pier. As such, expeditious performance of the proposed work is necessary to assure continued, safe operation of the USDA ferry service without interruption of research facility operations at Plum Island. Describe Proposed Condition of ~erty After Work is Completed: As a result of the work, kO c~a~ge~in the harbor design or function will result. The maintenance planned is to e)iminQte failed or failing components of the 'pier and bulkhead in t~e ar~as' indicated, and assure continued operations. The enclosed plans completely describe the a~ built condition aswell as t~e proposedconstruction, indicating placement of the spoils. Covenants or Restrictions iQ Deed Which Would Prohibit the Project: This work, similar in nature to the previously permitted worE, is not in any way restricted by .any known covenants oK restrictions. ~he project has bee~ c. oordinated w!~h appropriate agencies for review at federal, state, an~ local levelj as described above. - - - - - t -- -= - r - _ E SEE INSERT AA u � E2482'000 DO -------------T . to - __ - _ -' _ _ - - - I1 - - - ,• _ - DDD - .___ - - .- -• _ - - - G _ _ - - lf. LONG JSL�iND SOU.ND I?LQoo A ORIENT POINT VIEW_---nV------ Z� \\ \ ,__-- ^`:. - - _ �- ,i_ '-" �•-�' .' ` � _ - f I _SOUND__— __- 21.0 J� zl \\ \ 1�- 11.0 �\\� 12.0%v'',•` ; __ 1 \ \I \ Al '. 1-3 85 SEA -- 20.511ImQ \ - - 15.7 X - - 13A - 11.// - 1 , 9.5 1 v \ 1 N PLUM: \ 1 \ 1 \ 1 1 // / I _ `II 13 %\\I 11 \\ \1\ 11 11\ 12.5 14.5 - \ __ 26.5 18.0 \I 1\ - _ ! \I \\ 1 1 \ 11 12.5 It J�\ CD 15.5 1 "7 _ 18.5 - II T C \�Q'1i i:'� - �'/��� ,1\I _�I N-397 000�1 1 ,9 - Ir '' 13.0 9.0 LIGHTHOUSE 8.0 �w 10-1258 Ii1 \NC' 2.5 5.5 \\ V USC 8 GS p D O BM TIDAL 4 © OS O \ © \ l STA II-23 -tJ \\ EL 7.44 \ \ 1 N-346 000 6.5 oil O 0 INSERT AA �I 5.51.5 V I \\\ 2.5 _x \\\� � 1/ / '1•\ � In if - 2.5x - . ��, 1 GA RDINEl,RS BAY - _ 1.5 AQ / , � I I I I 1 i /' �C 2.O I � x J 2.15 12.3 4.. � i 000 N-340 N-340 E-2490 000 COO — E-2482 000 TOPOGRAPHIC MAP TOPOGRAPHIC MAP PREPARED El' SCALE 1 = 200 INDEX TO ADJOINING SHEETS PREPARED PURSUANT PREPARED FOR THE LOCKWOOD, KESSLER & BARTLETT, INC RESOLUTION 46- 1974 ADOPTED FEB, 14, 1974 AND FIVE EASTERNTOWNS zoo o zoo 400 60o BOO -FT. SUFFOLK COUNTY CONSULTING ENGINEERS - RESOLUTION 189- 1974 ADOPTED MAR-T�, 1974 BY R/1 SUFFOLK COUNTY , N .Y. STOSEET. NEW YORK / . THE SUFFOLK COUNTY LEGISLATURE . DEPAR.TKIENT OF PUBLIC WORKS 4PSE of rvEw y° 1- N CONTOUR INTERVAL 5 LL-43 ALL-44 JOHN V.N. KLEIN , couNiv ExEcuTlvF R. M. KlIMMERER . COMMISSIONER RIVERHEAD, SOUTHAMPTON , SOUTHOLD * ¢ P BASED ON hEW YORK PLANE COORIDINATE SYSTEM, KK-43 KK-44 •.'� z 4 / MICHAEL J. GRANT, PRESIDING OFFICER YAPHANK NEW YORK SHELTER ISLAND , EAST HAMPTON LONG ISLAND ZONE AND MEAN SEA, LEVEL DATUM . BY T / - See Cover Sheet For Complete Index, _ CF HO Oa65O' o� Legend Ond General Notes. = Sheet No. LL- 44 J L K B. 4028 - - -- n OCT MENT p UmSm DEPARTMENTAGRICULTURE OF COD . A - � AGRICULTURAL RESEARCH' SERVICE cULTUR �889 NORTH ATLANTIC�pGR IE IS THE ANO COMMERCE AREA FOUNDATION OF MANUFA � PLUM ISLAND ANIMAL DI5EA5E CENT E R BULKHEAD REINFORCEMENT AND NEW PIER AT U5DA ORIENT POIN T HARBOR GREENPORT NEW YORK INDEX OF DRAWINGS ABBREVIATIONS, SYMBOLS, MATERIAL INDICATIONS VICINITY MAP SHT TITLE TYP TYPICAL CONT CONTINUOUS CGA) COPPER CHROMATE ASRSENIC EA E EACH ELEVATION / - EL O.C. ON CENTER T- I TITLE SHEET MHW MEAN HIGH HATER PT POINT ?ML4! MEAN LOW WATER GALV GALVANIZED a° D• I DEMOLITION PLAN T/ TOP OF ONO UNLESS NOTED OTHERWISIE U N D o/C- I SITE PLAN B/ BOTTOM OF BM BEAM 50 OPP OPPOSITE ys PID `� j=-�'-' G- Z 3ULK GRTG GRATING W HEAD PLAN Q DETAILS C CENTER LINE HR HANDRAIL G• 5 PIER PLAN $ DETAIL5 W/ WITH LG LONG GVyG C• 4 RAMP ¢ FOUNDATION PLANS4 DE TAILS & AND MIN MINIMUMSHT SHEET EMB EMBEDMENT I c/ " PLUM CONC CONCRETE L^ n M C• MISGELLANEOLISSECTIONSF DETAILS STRUCT ' STRUCTURAL A� ! JV 1S1-� �D C G TE57 WIZIAICR RCPOR-I• MAX MAXIMUM READ REQUIRED GALV GALVANIZED BET ( DETAIL ORIENT POINT 4�NS NEAR SIDE ST. PL. STEEL PLATE ORIENT ' FS FAR SIDE SECT SECTION °J J G PL PLATE BLDG ', BUILDING � �_` ADDT'L ADDITIONAL PAVM'T ', PAVEMENT ^/'��`•Y „��� '� `J/ p (APPROX) APPROXIMATE ELEC ', ELECTRICAL STL STEEL MAT'L 'MATERIAL lG LONG BLKHD BULKHEAD M ( 25 covePNM�` S CHK'D _ CHECKERED SHT (SHEET DID DEEP PO ; �pX,� CCA C1420MATED COPPER A2SENIG R7E cr FOUNDATION NT5 NTS NOT TD SGA,LE LOCATION MAP JUL2S ►ggp I UV SCUTHOLD LNEW N ON 100'/O SUBMITTAL - JULY30, I`390 91 95 HAV E`NN,,,.w.y„�{' " O 7/3C}/�j0 EBY ISSUED FOR Bic)s /. PLUM ISLAND No DATE DESCRIPTION �• 95 " GREEN T REVISIONS rnoernuK U 1 Agricultural z5 vrrVC Research N. J. A-E FIRM USDA S Service "' RIVFRHEAO PROJECT MANAGER AGE PLUM 15LA1JD AQIMAI_ DI5CA5E CENTCR 95 y g L A N D'dNCiELIS IvOORF_ D NEW o VA0 ca ° a 021EIJT POINT HAR50Z YORK c DESIGNER ppNi clrY _ y c su uuArl FREr-ze A TITLE SNr--:T P t ° n ° 7O MILES ° CHECKED BY SAFETY B HEALTH PROJECT NO y NORTH ATLANTIC AREA 7OF BOSSLER 20ARK 08-ro33lp 1 ° 600 E. MERMAID LA.REAL PROPERTY DATE WYNDMOOR, PA_ 19116 FLOTI-1 5.21-90 215 - 233- 6562 9 NEW ELEC HANDHOLE PROVIDE TEMPORARY SUPPORT, OF'STORM DRAIN - . REMOVE ELECTRICAL, PANEL BOX + 190 -C - (SEE NOTE4) —W �W�W X)66966AEWO39EW CAP WATER LINE s 'n ooa(- UP�OEk'�^^ `�� �"�6C)6AAEWX�E 0A9EW �669EX�EW f)E�86AE�EW}96E�060EW,iA6E3E)69fW '66A6A6EW jA0A0E6AEWjAAAAAAA(W>9A66AEW EMOVE CONCRET FC)UNDATIpN r�T UP I 8" X 20' LONG PIPE 60LLARDS R =MOVE R�VI11G AS 12EG�'D F O UP :0A A9AEUf' jp� ( p-� P��AEUP ELEC. HANDHOLE CAP LIINEWAt?R I —t1 r EXC-P V4,TIOU OF BULKHEAD TIE RODS -�� � UP �UI )'`�� Up>oo )) 9��C�.UP � O III of I��I ???��� * = REMOVE VOGEL HYDRANT Q TURN OVER TO GOVERNMENT CONTRACTOR TO DETERMINE N `J° +I LIMIT OF PAVING SAWCUT LINE (TYP) REMOVE U�aHT POLE I REMOVE CONC. RAMP �' REMOVE PHONE TIMBER 5HEET PILING TO REMAIN RENLOVE r R-V wf`l t PIPE LIGHT I I n ❑ nux 5-111' (TYP. Z PC DES) 3 —AUP / AUP a _ ' AUP _ __AUP_ _= AUP p6066669 - HAAAAEA_U_P AUP _AIIP a -- -- — — -- __ -- —rs -- - -- ter— . —T T_��?chck` -T-�Ek'��6�66 T T - T' C L_ � — — PULL TIMBER FENDER PILES (TYP. 15 PLACES C' NOP.TH BULKHEAD) 1111 3 h - W'x II" TIMBER WALES, MID-WALE e CL. 2.0' TOP WALE C EL. 6.08 TO REMAIN RCMOVE LA.DIDER, CONTROL POINT *2 D CONTROL POINT' " I TOP OF TIMBER y ' IOP OF TIMBER � � , i I SHEET PILING 2 SHFFT PILING C« +I 3 INTERSECTION EL. G.1(o' REMOVE STFEL 13ULI/.HEAD DOCK INTERSECTION FL G"18' I E,Au< TO EXISTING TIMBER PILING. N I I I FOR EXTENT OF AREA TO ESE REMOVED O SEE PLAN 5ELow, �- DEMOLITION PLAN 5GALC I rib = ILO" T PEDESTRIAN Ii KAMP REMOVE_ STEEL BUL14.1-IEAD DOCK - N I BACK 70 EXI5TIQCG NOKTIH BULKI-H-AD TIMBER- 5HEET PILING II I 9 _ I REMOVE CONC RAMPF -- 48 _ PULL RIDING PILES (TYP) 2- 12"- 2o.T L.1 ��r K ITT LOT SJR.f.1r-r- _1 C S�.+LJ Wl17�L-R. — — -- -- - - 12- 12" 2o,7�u PULL FONDER PILL (TYP) a- a �. t' •a. , I ., � u I I I I / f :• �8 W/ 2"C$ JPSE-C 'f:] � a'r 1 / REMOVE rr 9 c T iF " ' wf f5ollor I a ��� ' /% ; . ✓ / I � ` ! � - ,tip, .J __i.o,� W��- �I��L , ��s _ I J �� / Etls Isla P116a _ -PULL I�LE N( TC ;,i °W.�✓ � ' i TIMBER- SHEET - , vILINy ro REMAIN EKCAW/aTE AND �REDGE TO ADJACENT HARBOR OTTOM��I � � • + %� (SEE, NOTE5 �� - _NORTH BULKHEAD / KE CRE I, � / ,, I I ,/. I � � i� � I Ii � GONGRETE da. TIMBER SHEET / % / ,` 1 I I W�BOLLARD, .p.os lE o,c, u GIs PILING TO REMAIN- III / REMOVE j i�q g1ld. keoa' b:='�.s. WITf J{vl1.0ek�c�� j I / 7 r REMOVE I - / - �- �� MOORING /aNCI-iOfZ f i 1 �� �� I�✓ � PULL EX15TIN'y 0'0 coo PILES (17YP26 P LAC65�� +' - - - - - -- � UP3E'� I 'P � o�o�d �1P d d@EUh�FYdHE0P1:1 '�6HE FkUP c -X-)KX-X)E�>EUP UP�6 EU � o {� RFMGVr- rGNLh';TE W�BOLLARD / KEMOVE CONCRETE /'I NOTES _ /' w/I _I_ARI> % If 1. FOR LEGEND 5EE SHEET C-1. �I -- - - - - -- - - - - - - - --- - -- - - - - - - I - - - x- - - - - - -� - - W I n-7 _ la-io • ,� \ _ 1a.3 _ IF-�o 2. FLAN ELEVATION 5 o 1 "4 a:o` a'.o_" b _ tEl1rnit I P SECTION OF STEEL 'L--f -- — --- - - - ----- Il-4 ' + '- - -- _---- - i4.y / 20-6 ' o �, - - 10" • 10" _ __ _ _ - -- -- - - - MHAD DOCK €NCONCRETE RAMP ARE BUL PULL STEEL. SHEET PILING (TYP _,IUFS,) WOOD WATER PEMOVE IGIII 1,.�r1'OPa AND FROM USDA DWG. O. D-O-005 DATE: IS FE8 '60, (TYP 351 DES) - `A° P: e .1 FOUNDATION; LIST-IT FIXTURE T01�.� I - - 3, THESE ITEMS WERE REMOVED DURING P- 'l� EXISTING STEEL BULKHEAD DOCK TURNED OVEK TO THE GOVEKNMLNT. I INSTALLATION OF CONCRETE RAMP, �Seh'Le�" -I' °I (SEE NOTE. 1 - 4. CONTRACTOR SHALL IN5TALL TEMPORARY EMOVE cAt4 x h' P 9 bE SERVICE (3 2 1 4 END) BETWEEN NEW HANDHOLE T REMOVE STEEL GOP REMOVE CONC 4 PIPF ROLLAND I r AND EXISTING HANDHOLE. FOR HANDHOLE ---- +I - PUL'L RIDING PILES P )LATE (TYL? 3 SIDES) MOORING ANCHOP - kj PERMANENT SERVICE SEE SHEET C-5 ? PULL FENDER PILCS _ " 5. FOR HARBOR BOTTOM AND EXISTING FINISHED �9 +, REMOVE 10':10 'W000 WALER— 2rA Sj.k=�s 12 e.�. ISe1� ,LIq,1S +� I ,A , -- - ELEVATIONS SEE "HEFT C-1. ('TYP. 3SIDES EL 5.95' T� se . � . q I- O __ G. coNTtAC'rOR SHALL EXCAVATE AND DI C 6F N — --- FILL MATERIAL PKIOLR TO PULLING SNEEI PILING. m COHHi ACTOk SHALL USE METHODS TO MINIMIZE +' 51UlNG OF HAP-BOP- 412 I „ N 1 . I 10010 (2>12 •_20.7 �,I.,��,EL� 9E><_i�.T, fT,�a3slp�)� I — = I SUBMITTAL - JlILY30, 19�JO F-- �13q�90 PJ 5 IS5ueo Fore BIDS ±t I : � , '� ' III ��4WR�TMENT NO DATE BY DESCRIPTION I [t1 C J I, it uI F d i {Zf.lf.k.n512'e.c.�f� I�nJi, REVISIONS L L E �I 1 0.4 CSEE NOTE 't 1 ) it i 'I' REMovE r 1'� �� 9Gy 1 1Agricultural I � D 4e �1:. iI.0 III Gsd4fht HT I6"I u earc Research it r h 8 Wbr r- ,1 1 G1 Q A-E FIRM USDA Service S PLUM ISLAND ANIMAL DISEASE CENICR PROJECT MANAGER AGE I d 1. # � - ------------- ------------- -- -- ---- �' . I ', I DESIGNER S MooRL ORIENT POIIJT NAIZ6012 r v L , II I I I I I I I '�/ • ' BB� DESIGNER PPM q - — - — - --- --- — - � .LL_-t'-.--- / �ys, �wnagk uncmlWl[q� 9 ' SULLIVAN r•REEZE A DEMOLITION PLAN �tlggl,of rna,eWkF CHECKED BY SAFETV 6 HEALTH PROJECT NO SHEET Z B055LFR KOAR.K 05- (OB360 NORTH ATLANTIC AREA ' 600 E. MERMAID LA.REAL PROPERTY DATE WYNDMOOR, PA. 19118 OF 8 BOTH $• 11.90 215 - 233- 6562 I� WIN (N.Y.S. RT. No. 25 ) ROAD BA9 E C/NE LR -EL,6.°3 C:bNC PAVEMENT e.l.lm EL5.2o E<.S/5 EL.6.m0 EL. ./5 ASPN. VM'T CG// EC S.SP ELAB° �S NiPGr P.4vEMENT EC.L4G¢ ee B5 /YD.HfLE OVE NEFO /✓/ EG �'G#• E4„OP Efe.23 GGC90 LEGENDE[.a.m R .DES +EL4G 011, yIAI& JVGPES EI.G.P NO. IE fL'J'G K6wVJyq LVIE GRA55 HEADW GG E[.59 ad., <VR ,,V 7,9- O< G `G CHA/NG/NKI L-ENCE� G.PA55 EC a,/ 7 �j l 'ELyB EXISTINGFf BUILDING CONSITRUC ,ION SINEW �j ,/ EL+B �/ / (2 , —_-1 NEW? W AG /<64 S/6N E[G a3 �— GNTE X X X X Y X X ' X X r GATE E[.Z>4 EOGaE• o.� 04269 ASP.Y. .opvM'Z' EGZBS ELdcG -W WATER LINE ` GLPA 55 I* F<rco O FLAG W e �EK7Tr W c�VvY A WATER LINE TO BE EL 1, REMOVED a a1POGE Z� W —Up— UNDERGROUND POWER t4 I,, s9UPkS UNDERGROUND POWER TO BE REMOVED W I '�I \ Ee z9, E[.2G3 9P> V T6 1—AUP—! + � ,[ E4Z Y ABANDONED UNDERGROUND POWER Va`e FG Llf ° "1 S—T—j TELEPHONE CONDUIT L E[.TTS T.m9 ,rl 54Z/-1<TZ/f/74 TELEPHONE CONDUIT TO BE ABANDONED 7Tej/ ` fIP EG za¢ EL.>41 Ec.yL> `I IN PLACE, O E<e.¢ W EArG ss — --cP. s G + E`'7o3 E �0E3ETM TELEPHONE CONDUIT TO BE REMOVED ELT E<.f93 W `J E[B.5 /� -/`(D/ n4 N "J )I-- -N� ASPHALT /�ARX/NG \ VOGEL HYDRANT -v¢e SILT FENCE I i •I s-•-SF-•-y T STY 6 aic t w LIMIT OF CONTRACT -LG— ` A2JM/N. BGDG. I EL,79e C[: LDG. A TENJ[w a GATE I ((� STORM DRAIN c---SD--i Wa'P°LE ECEc. 9crEM l_Rmm�' Go, 7.4x [oT 9 PAVING (ASPHALT) i PAVING (STONE �•" CeNC iVAC A^ ECT.15 C' c COVER 10 EG>,P9 NORTH BULKHEAD x - Fe e.z9 E<.Bze EG;d¢ O ez.7" EL i6,aELG' LG¢0EL}G,P� �6,57 , n LG LC EL 759 PCB.° LC lJ BoG<wR0 S V PANE<BnN O �., 1 EL5.Tr m gELE� f2'x2"r HARDWOOD OR --' >✓,P eE'Og '.ie'{.'n:.'1,. EL5.5 �DRA/N Te 1M.!! 0 (E<sc./ra /P/ �2� ���r E836HLa -i t9�EL.G.54• El 2¢5 :1 112" ' PAINTED STEF,L, , % V �p G pe uvp h Of LG E4°jG may.wN>�_-E�z9 } •.e e6./B X¢¢ } (FENCE POSTS a 8'-0 o , 3 N ZCONTR 40 1 W• Q ACTOR +a, " E(e°• � Tz t6o G �Bo<uaa 6x6-1 .4 l/2 GA :r TAX COT ''B p PARKING Pd ' R ,.Be« EL¢7g O '! ASPHALT � ' I W U STORAGE WD.Po<E P F 4P/P` , `Kg���? za GoT "io./ WOVEN FENCE, FABRIC gG.Z9D STAGING'AREA�m ><ETz. o q W W o SILT FENCE FABRIC SA 14 (SEE SPEC) L V . .rid a°<eARa _- •_,;„,NE°Rsa ., W0 UNDISTURBED SLOPE \ E[.SBB EL.2¢9 EAG,G¢ t�r0 A T1t t o0 1fJy/Sv/ T v� EG.dP wa PteF vU 0 GROUND _.. EL.Z¢d EL.Z/O FL YP� 4P/e •CDR/w Ta 7 \ LG s,93 L9' E H/L �z <79mLC 2 o n r LC 2U L FULE5 J I 2O, y. m B eGw,9 r2°STEEL F LE GAS `� y' .BP WLIGHT fib 411 4 oo.P/NG fL' R TIP 4„ STEEL de' c e �, o NOHOR fC67 I' 6NC vV BOAT 1G•9e s EL a a E<4 EGO.e1 25' Ec PrrroP_+o aL9' Sm,� ND TREK 6f +riP/aa=roJ.e>co[<,.pl.a5 STEEL BULKHEAD DOCKv.P 'B'«ARa W� t aq, P P<.•.°_ �9� (-10.0) FOR DEMOLITION SEE 57 fe°(GAEm ELrTB SHT. I:) 1. FOR NEW WORK EG 7.- E4Tw° SEE PLAN THIS SHT 1, 4, 4pp ' J � � FABRICATED STILT FENCE DETAIL I - J ♦ M �38 m9w T, wwB wxw ::F - V YQLU EL.T4.9 -"'`' k yry�� ^` I EG 236 I� I PNwaI,vF. Ef EL0.20 FC.GA3 B0.1•ir O V. ; YIV , e' CONC. IQOOF ONECIJb�T! L<ARa DJ.PT fq A BASIN W o� 5� - � ' Un0 NEWA5PH O J I� Ee zlz EG. Q, ItGe,wT a b SLnZ Y ALT PAVING III �z Wa 20' 10' 2ro I q MH + 11 CONTROL DINT 2 FOR AS ELEVATIONS EL.='Z32 I f < FL.I�G¢ z14 - L11 ,EGT.O 2Y t!/ EL>59, Z „J o I > - I /1 r 5,< - CoNc! -L .I 3 Y. FG D.eAJN 1:J { ,`, yr- STo y BGK. Eeod Jam'/ - CzSTEEG.9T< v RAMP PIER SEE SHEET C 2 G 3 d u d R m 28' 22 140 CONTROL POINT 1 3 ��W vIETAG 9P/EOT �� G• -- --_ 61�JG. IN 135'� _ 20' 28' I CONC. RAMP . ` 4W �w E°c'¢3 FOUNDATION u U SEE SHT. C 3 E815T_TIMESER SHEETINCa II Eea° c) ¢` E<71 >' ` J �• ¢ CONTROL 06IMTS / C/maa NirAromEN ASf�NAGT�/ u ,.n <. TANG o � P N El,ZG 7 4(� A ARO(!NO E(.+ly EC.G.47 P .Nt fk.F LC E<.702 LG Et.792 C- C-Q <' `3 1 1 C A3J=,v C T LP °° NEW BULKHEAD SE SHT. C-2 . ICA7TLE ELE,9/+ -h ' ' � BoeGARDs In ' EG.799 E[7Go RAMP f•P/PP W _ E( •�;NSF• • TOP OF CHANNEL CAP EL, ro.a'. I NEW STONE PAVING, x EGG.eG 0 ee.G.zB 'se 7 ELzEz STOCKPILE AREA FOR EXCA E 3' 1 •10 2 EG9,/z FOR 'ELEVATIONS SEE SN11 C-2 C•3 TOPOG PAPH/CAG SIIPt�E Y, • a al PIER SEE SHEET C 3. GATE. MAY S f /990 - . - s J EaB.¢P , FROM BEHIND NORTH 3' 1:1 SIDE' SLOB E (TYP,) O �F- —. J x eLKND' EL. A5 PEG I n I TOP OF PIER DECK EL. 6.5'. 'U /rglr4 EG.'/'4 O ��•-�--��- l7 • EL.d G2 NOTES Y y a' 4r SF e�+i.32 Y \. EL.7Bl 9 i • Z I- PROPERTY G,/NE BEAR/LAGS 1' l2/57AJVCES SHOW) /7POM i Ed HO/ p.et 3 b ` ^I r ,��jC /� [y/� ` ' jib' y EL EC.G.32. EL 74e LC L/ DATA FURNJSNEO fINO ARE /✓OT 'CEQT/PIED To I { v 5POILn.AREA rFOR,: EXCAVATED I/G,NEE�rI{/yE�/DI, � ��c.,;,�T + -a C07 FOR CORRECTNESS. rAQEA = 9S tACRE.S-� -' i MA71EZIA L I-20M 57HL BULKHEA-D✓'W�rM1 �010•12 8 1• R•, `' E�+a.52 EI LG� N��-• 69 555J 4 �E<c rz z 2-E"L EYA T/O NS SHOWN /DEFER TO /V,O. A. �U,S.CG.S,� TOP EL- . 13.0 o/R' p/GE /O7 9 0 = OATUNL(rBENCNMA.PK.'O,P/ENTPo/NT ApAG 3,ELEVAT/oN B.¢28� I NO.P°[E E`i7, y, k'4 EN 5'9d p-EC ¢G2 a EL\¢9z ELa3z a TURNING DOLPHIN .�.-(/NDERGROUND (/T/C/TES NOT SHOWN. IDS Ip' 101 (p ^ ? [t + + e.a.a2 • G, ZD SEE SHEET C 3, 4.- TAX COT /VW-s SHOWN REFER TO S!/FFOLX CO. • V E<.T°z f, TAX MAP - A/J/S rRicr /000, SECT/ON O/Sf BGOCXB k TOWN OF' $OUTNOG O U I `SA�D / L�S J�iO 41 J u - S.- P/L/NGS GE%✓ERAG GY I9't OC. 'L.9.W O/Ry d• •� + SILT FENCE L Q ,/ 6.- CONTRACTOR SHALL COORDINATE HIS WORK AND THE I , EL.R°T SEE DETAIL THIS SHT rtr � ecmGz DOLPHIN GOVERNMENT ACCESS NEEDS TO THE CATTLE RAMP, sL.9. • y „ EL.352 ' EL.eG.¢B BOAT TRUCK (LAMP LIQUID NITKOGEN TANKS AND La' ;`3�P NEW WORK PLAN 13LDGS. NO. 2 "AND 3 WITH THE C.O. R, u h E 4° s �q °> EL SCALE - 1"=40' 7- CONTRACTOR SHALL COORDINATE HIS'WORK AND THE m SPA W W GOVERNMENT VESSEL OPERATIONS WITH THE G.O.R. N .� G!�m ° 1OO°/o 5Uf3MITTAL - JULY 30, 1990 /0 L UTH E�w, W 8: CONTRACTOR SHALL COORDINATE HIS WORK AND THE � [,¢sg, Z I° GOVERNMENT ACCESS NEEDS TO PEDESTRIAN RAMP •1 • m� vG E` 91 azs W AND VESSELS WITH THE C.O.R. .0 � oGya/Ns fp 9. CONTRACTOR SHALL PROVIDE TEMPORARY EROSION MATERIAL TO THE STOCKPILE SPOIL AREA. WHEN A NO DATE ev DESCRIPTION AREA 15 TO REMAIN UNDISTURBED FOR 30 t J�1 Q W Q 'RTM N CALENDAR DAY5 OR LONGER.. REVISIONS 10. ELEVATIONS INDICATED (-C,.0) ARE BOTTOM OF I%)�'I U N ��CJ 0�.9 Agricultural HARBOR ELEVATIONS, I`' " 3 �} B Res6arch ' VV 5 a A n A-E FIRM USDA Service S PLUM ISLAND ANIMAL DISEASE CENTER. y PROJECT MANAGER AOE 4 IIirARVI��r�•' .. 'aw , r\ NEi,7v ��86 88 '�J� DESIGNER Ci`ANCmEL.IS - PPM DORE /D� ORIENT POINT NAIZWZ I V V UKISnK u 9 suLLIvAN BREEZE /'1 SITC PLAN 11 S "" .LI°rwMPMET CHECKED BY SAFETY B HEALTH PROJECT NO SHEET 8055LER ROARK 06- fo33<o NORTH ATLANTIC , AREA 600 E. MERMAID LA.REAL PROPERTY DATE WYNDMOOR,, PA. 19118 of 8 ROTA 5-11 - JO 215 - 233- 6562 i 1 I I N4E lsl lfix p6BB09 bETHLEHEM STEEL OR EQUAL LcowTIZOL pouNT i2 19O 01j± I,PZ-22 STEEL ILING WITH CONr�'C)L P0)NT t 1 IN CROSS PATCPDXYHED COATING -FENDER PILE (CRE050TED)O -1'-q" fZ.1b ZINC HIGH AMP ANODE � q0'-O"O C l IN CR055 HATCHED AREAS — EXIST 14 CAST IRON 5701ZM ';ORgIN SEE DETAIL THIS SHT. =0 GONG 2AVIPFDN CONC CAP EXISTING TIE ROD SEE SHT C-5 SEE SHT C'3 EL ro,(8' 1'/2 TI E ROD (GALV) - - -- - - -- STL RAMP W/ /2„x6"x ro" pL. o MLW NV EL2.5 L SEE SHTCr4 NHWGL2,5' - - - - - -- - _ _ WASHER NUT o -- - _ - - _ - -- - - - - - - _ N o ' -_�E.L O.O' - iii GONG. FILL GONTRA6TOR 5HALL PROvlog TIyHT FITTING OPNG TI- RU 51-INET PILIWCR STEEL SHEET PILING LAND SIDE WATER SIDE I-IARP�OR 130TTOM EC(-13'-O°) (2)C12x20.7 WALES (GALV) TYPICAL STEEL PILING DETAIL G COATING ELEVATIONS a "=1=0" G2 C2 NOT TO SCALE 0 b SCALE N N GRADE N ° CONE DAMP FDN SEE 511 C-3 (CUT TIMBER. SPEET ELEVATION OF 6L1L1<NEAD PILING: AS REQ'D.) GONG CAP d PIER SEE SHT C-3 8 (CUT TIMBER SHEET 1%2" TIE ROD (GALV) � PILING AS REQb.) EX15711I TIMBER SHEET PILIUG-I (3 LAYERS) E5 W/ l/2"9Z"9C�1 PL WELD ''/2" DIA GALV. C-2IO2 - O v C� CIO* 15.3 GALV CAP (EL to (o") EXISTING II H" 7111113E1� WALE C.2 WASHER 0, NUT THR6AUEU STUD E" - - _ _ _ /� LONG TCi_HANNFL — __-- - - _ - � = _ - - - _ --__ _ _ / ZEE (SEE NOTC 3) V2" GALV - - -r - `J - - - - - — — - - -- - _- -- -_ EXISTING NUT (2) F GALV WASHER �. -•'- -_ -n i'-.- -- - _ - - _ _ -_ TIE ROD LOW WATER x'; LINE 18-8 TYPE 304- ST. STL INVERT CL 5'•0" (TYP) --- _ 3/32" DIA 1x1J CABLE � NEW PIER IS NOT GONG FILL W11H 1' SWAGED LOOP ' 2 SHOWN FOR CLAIVITY 12". 12° PINE WiaLEr (GREO'SpTG1.D) iii -- -- _- POTH ENDS C-2 G5 FENDER PII_G- (LOCATE FENDER PILE GV010 El � � CONC. FILL " ° i E7 WEEN STL PILING WOOD w4LE ,tAMP �C-2 C-5 STEEL SKEET PILING-I ( p2. 2Z oR GQLiAI_)12 ZING RATED ANODE x•'' PLAN GRADE gO° BY FEDERATED METALS EEXISTINCq TIE RODE COATING TIE ROD EL 1 E" --- CORNS NJ. WITH Vz" DIA GALV POLT I 2 GI2n20Z Cqz ANCHORS W/PROI-ECTIV ( II/2�) eS, O�� O.C�± I i STEEL SNIFFY 1" SHE , '/2" GALV NUT •-j 8 �' WASHER , SCALE � 1g: 1 O" TT r r T r 7 8 PILING TYPICAL T r I TN EHD PROD. (2)C12xL0.7 ' ' L L (TYP.) WALES (GALV) ZINC ANODE G EXISTING TI ME SHC-E PIL IN G (3 L YERS p DETAIL C-2IG2 NOT TO SCALE L=XISTINCq•11 .t11 TIM•13- WA.LI (EL Z.O' G2 C-2 DETAIL p SCALE /', 0 I�ZZ�, TIE 2005 C, '7'-4" o.t.,.t ti (2)C12n20.T n GALV,ANIZED WALE IhI(LOrcTE TIE zoDS WHEaE CONC I'ILL FENDER PILE',N C2 G-2 ST L SHEET PIL1nl4 CONTAI:LT5 WALE) STEEL 51HEIE'T PILINGI n Ld w 2'-0' t w /2 PL(TYP _ )WALE N 1�1 IPL 3/q,IOx ZLO°(T4B) w/(4)gl� TIM ER SHEE 8" /4 FMAX, C10 CHANNEL CAP LLEDLT5 CACH SIDE OF SPLICE w4-O 4.0 U _ LAN W�LE •II ,I• (4) zl'2 w x 11/j 1-1 / Z"LG PILING TYP TIMBERSHEET 0 4'��d BOLT w/ SHIM SCALE : 1/ = 1'•O" � 14•I I•I I3Al2 SPACERS PILING C3'-b" O.C. EA SIDE BLACK PLASTIC CAP BETWEEN CHANNJEL5, —CONTROL SIZE TO MATCH PILESOL -NG SCE SCGT 1/c•5 4" g„ FENDER PILE w� GAP (SEE DETAIL) I Z:0„ 4 O - - E R PIBE BOLT ' ' �4®7HRU 80 TSc 44t -CONC, FILL POINT 1 CC ELG,fg' ASPHALT PAvI ° I 4 8 E I'-O'"STONE VINE CIZn20.7 (gALV CAP o NUT - - - - I_ I, 4 d GALVAN 2Eb NAILS (Co) maul 3 -PLIx -- -- - xxx/ ° LOCATE ,? CEIJTeR. 1 1' /� ZnrO° 0 W/ x II II OF WALE ii j� 90° CORNC-IZ 12 12 EL(o 6 + PROTECTIVE COATING I 2 r— C I " `-ioP1.ICF_ (LGCATE 2'-0" 1=1ZUM " 4" MIN. 5" MAX 3/a"� THRU BOLT w/;"¢xl /z OP CLEAN EXIST. I� I II I 12x1Z' PINE WALE I, ' OMIACTED B CKFILL�J�`FT� - EI_. 6'-2" NEW 12 x12 PINE WALE (CREOSOTED) EXIST INTERIOR TIE RUD) ) DETAIL (�F GAP ROD PR10Ft TO M EX IN �• 57EEL 51•IEE7 PIUN(1 (TYP) FENDER PILE WELDING FI �Pl ICE DETAIL_ G WALE /�AlGl1()IL TIMBER WALE `�F Zp0X I %z" DP COUNTER30RE (TYP) EXI5TIN(1 TIMSERWALE ASHFxrc" PLATE i ° TOI'LMG11K11TIM13ERWALE WC SCALE: „ (2) CIEWALEANCI-I0R R1Eq 1�2x12w/ FENL)EKFILE WASHER i NUT G12x 20,-1 I" _' - TO I'EMAIN 4 V CCATI ECTWE OCATITECTIVE I - ; -° I I C12 -EX15T I IE ROD y� (z) %"P E�cm5 e 8p0.C,(Typ) 1� COATINv COATING -� _ C12x20,'1 WALVANIZEp WALE 1 /2 � • - lil I '� 2 I T D ET.A I EL.7'G" MHW EL2,5 -� • 40��+ 1 %22TIEPOD (GALV.) DETAIL 8 O' C-2 6z SCALES ='1=0" C2�C2 - '/2"x6"xro" PLATE WASHER NUT' C12 SCALE �'"= I' I 3 SIDES 114 G' 0�I 11/2„0 x '(�(o" LONG TE ROD (GALV „ ^ PL'�q'x 3>u(o w/ 1DETAI L MLwELO,O ' ) 8 (TYP)i d CZ)34"m5CLT (rIELO " SCALE : /2-I-0" C-2 C 2 EXISTING-II1xIITIIVIBEIZ I DRILLCI2 - --.- -. WALE TO REMAIN n 5�G TYP. C12 CLEAN PRIME � COAT EXbSTING TIE ROD 5 DEADMAN -- ACTUAL HAII BOTTOM II >� ._.TO BE USED (BEYOND) ELEVATION VARIES I I -KIST 20D PLATE - - — , ._ _ — — • II I W/PROTECTIVE COATING _ _ 07 STEEL SHEET PILING (PZ22 O(Z EQUAL) AFTER. WELDING •'Q'0- -�— 10676 Su69v11TT/aL - JULY30) i990 CONC. FILL MATERIAL 2:C17 W/PROTECTIVE COATING(SEE PET THIS SHT) ELCVATION ABOVE ACTUAL Lax PLAN „ 1'/2°xi'/2°x12" BAIR HARBOR BOTTOM PFtO POSED HAR60") %4 BOLT@44' O.C. STL SHEET PILIN SEAL WELD TO BCTH n `I I t30TTOM EL(-13'-0") 3q GALV 20-TS IJUT5 EACH CHANNEL G CHANNELS PRIOR.111' 7 W E• WASHERS GALvgN121NG O 7/3o/go PJb ISSUED F•oB BIDS EXISTING I b a r I I OgRWR'IIxM�'N?, PILL MATERIAL I m I 1 I O / NO DATE RY REVISIONS DESCRIPTION wa uj 3/a"0THRO BOLr II II II II 01I10 of p W/2"¢ x1'/ pP ii I I I Ili I 11 '9 ' t - 1 Agricultural x" COUNTERBOEE O� TOI ii V `/.jT�c F, . � Research Q e 48"OC,. ( MAX ) A A-E FIRM USDA S Service EXISTING TIMBER SHEET PILING m NEW 129tI2° I I 3, V PLUM I5LAQ0 AWIMAL DISEASE CEWTER 4' O ' CRE05C7TED u 1 2 ( Bx 10�2 GALV STEEL PL (N5 4 FS) y PROJECT MANAGER ACE 5CUTI-IERN PINE (TYP) w/ 8 /q C1ALV eOLT5 4 NUTS, I D'A1AICtEI l,5 "SECTION ELEVATION PLATE PLAN I AND (4-) 2%2" W X91/2" HX I2"L GAR ^b� MOORS D ORIENT PCIMT I�ARWR •;,'C2 C2 TYI�IC.A,L WOJC�EI�I WALE ,SI�LICE UET,DETAILsPACEfZ BETWEEN CHANNELS �Be DESIGNER PPM TYPICAL STCEL WALE SPLICE DET/�IL �° "`(SN Aw SULLIVAN BREEze SULIINEAD PLAN DETAILS TYPICAL SULKHE/-�D 5ECTION SCALE +,Z , f'-c'I "`t SCALE ; 3i• -1•D" aNOMP"i' CHECKED BY SAFETY6 HEALTH PROJECT NO SHEET SCALE : 3V8 - 1_p 4 BOSSLER ROARK 08- ro33(o NORTH E.MERMAID A ATLANTIC REA G-2 NorC: SLOPE PgvING TO MATCH CXIyT PAvING AND/o2 ADJACENT COQ57RUCTION0 2" PER r-XT MAX. REAL PROPERTY DATE WYNOM. MEOR, PA. ILA. of 8 BOTH 5. 11. 90 215 --233- 6562 I _ GQNIJECTION SGI-IC-0LJLE — 5'• O" 1, „�' T5'•OI GC?NNECTION Ir.E1M5. 1V CONWECTION TYPE FACE OF_tiIEW BULKHEAD — f 2 (5EE NOTE G) DECK TO STRINGER (2) lead NAILS G' EACH 5!AIZI�NGT - N .4/ N4T $ A5HER (GIALV) _ Q,(,�' STRINGIER SPLICC- FACE NAIL(5EE NOTE A) (6) zad NAILS EACH 81DE OF SPLICE. TIMBER WALETRESTLE 1 I DEEP GAUNTE'R50eE EA. END (TYP) 2112"(CRE0507110) 5 O" 7,-4" OPENIN4 STRINGER TO PILE CAP s n (3) RIDING PILE5(O4K)w/12'.Izl` "` •0 z SRIDUING (TYP c =0 ( NTS) w'/ CHAIN ¢' OI THE TLE x 10 W PILE GAP TO PILE' (SEE NOTE p E f4)18d NAILS IN 3TRINGERQPILE CAP(SEENOTE- F) T/GONG. �� IFIL11111, 71MBER !CREOSOTED) 3 - I `" PILE CAPS) _ `� LJ �i ) (2)I/2 �rt2 ¢ LG. TW2EADED PC w/wg5HER5 Nui Eq,F,ND J EL. Co' CHKD. . 9 HORIZONTAL 5MAC.C- TO PILE• (SEE NOTE E) )%4°rpx I=6" LONG BOLT W WASHERS NUT O Fr/PILE EL (- 25.0' G-3 G•D G3 C3 2`0" 210° )_ SPLICE G.j G-yam DIA40NAL . ESRAGE TO PILE(sEE NOTE E) I I/¢1I (d X IL 6" LONG BOLT W/WASHCRS NUT P- (TrP 6 P A) �Tf_TIMBER L •fc(TYP) , �, n •IHR CHAIN 6RIDCtINCa 4INTE2I0R) FACE NAIL (2) IZd NAILS C EACI-t END O N ' MOUNT HANDRAIL POSE TP STRINGiER (2) xp. 7iZ LAc1 SCREWY Hj WASHER F�RIDfaING CSPANDREL PACE NAIL (5) lead NAI 5 II. II _ RING BUOY I L C E ACH INTERSECTION I 1 - - - = ON FOST CURES TO DECK/STRINGER (SEE NOTES '71 LAG SCREW w/ wA5HERe 2LO" o. c. r y . � � - - - _ =I 1 I I III INTERIOR - - - - F WIRE ROPE-TO HA,N GRAIL POET -�+ /4 h ' N2E ED V OL w/ SNOU LDER: l� I 0 - CHAIN TO HANo AW P05 O u l T I - - SPLICE I I �I Z I II �_ -_ -_ _ - _ I 4 WASHER; IV= EYE 1.D:(CmAW) _ I W NOTES : - RESTLE °2 TRESTLE �3 TRESTLE 4 Uj TRESTLE'S TRESTLEp ¢ TRESTLE �7- RESTLE �8 p(T .ESTLE 9 d _- A, PROVIDE 2°�2"15CAD (CREO50TED) . 4!O" LONIC., (INTERIOR SPLICE ONLY_ - 0. PROVIDE 1 i ) _ R 2 H DE EP CA 2 U TER, R.E . N 60 oo C. ALL NA1L3 AND 5CREWS YAW, UNO, SEE 5PEUPICATI0N5 G3 c-5 lti I� - I I I I p. LOCATE 20D5 ON 71/2" CENTERS 1ST ROD 7" FROM TOP OF PILE � PILE CAP: 0 E, CONNECTION5 SHALL BE ASTM A270 TYPE 304 3TAINLE55 STEEL, I R�G guar - �II S _� F. �ROYIDE G) TECO Ty DOWN JR C EA'STRINC;ER $ PILE CAP INTER5ECTION• Ly 7L6" EMB. %4" 1211xl2" TIM 2R = 4 K4° HANDRAIL IIG - KING PILE, T/FILE EL15' Ca° PS/ PILE EL (-25 ') _ BENT PL. (C2EOSOTEO) T LIR GRAIN - HR = VI OP OF POST EL 1(a (o O w FMB L593K-�, 0t ELT T/TIMBER EL.9-O NAINENING ¢ a—T/PILE EL 13-Co,"8/PILE EL C- ZS.O') "s 4 J E FEL B (TYP. 3 PLACES) J I N BOLTS W/NUT WASHEk O" (GALv.) W/ 13 G•3 2 -_� . 12' 2"bx2" DPCOUNTERBORE " G3 C•3 , (3)(OAK) PILE 8"O DOLPHIN W/WIRE WRAP `\ (¢) RIDING PILES (OAK o l(o_p El-O 16'•O" 4' O„ 4_�, PILES 5EE SPECIFICATIONS - I B/PILE EL.(•ZS'•O) ' -. BOLLARD(10''�p2'-�IH GONG FILLED) W \ ti (TYP Z PLA0E9) \\ r 7 HOIST_ \\ COUNTS WEIGHT I p_ SLOPE SUS �-. C3 C5 IJ OAT 1 00 I•J \ 0 25' WxI10' L 0) COUNTER ' I00 � WEIAHT I .LIP T EA LL�� I � I O O t5HAFT '7 -- I '7C3 C- � �h �,—r - � -- I /� /� I � � PLASTIC CAPS K,ING'PILE' 2.3 3•b I.81 z O Qv —�— BUTTS DO N PILES'wl PILE EL 13'•ro' 80T/ PILE EL (' 25�-0' ) I', � � � EL Iz'-�' I � II CIQ 3" (TYP (TYP) (TYF) , I � Ql i _ - _ � - 3 I•� _ - 10 WRAPS OF 3A'WIRE RAPE Q - -- --- (4ALVJJSECURELY STAPLED IN i2 +' FACE OF NEW BULKHEAD PILES MOTORED TO RECEIVE ' " WIRE ROPE KING PILE, T/PILE EL 15'-eo E50T/ PILE EL (•25-0 ) (5)OAK IILE DOLPI.11Nw/ PIER 4 RAMP FOUNDATIC% PLAN rMHWI5LZLrd'' 5 WIRE -RgPE 5EE 5PECIFICATIO)N5 C 3 G (TYP 12 'i PLA) SCALE I/4' _ 1'•O" ' PROPOSED IIMEOfa ' d, rRe5TLE z4 1'-4" OPENwG w/ m _ CONNECT CHAIN TO EYEBOLT 0-AlN 4OMIT 4:6'CUR TRESTLEp 9 �, (3) ROwS: I"m WIRE ROPE (GALV) _ I w/ SWIVEL EYE 5PRINCI (5EE PLAN FOR (2) (TAUNT) FICOK GALV. (TYP. TI-IIS END — LOCATIONS) (3) ROWS OF fiq PROOF COIL CHAIN (UALV) F V - WIRE ROPE HANDRAIL (TAUNT) .4 HANDRAIL P05T� u5E MINIMUM NUMBER OF LINIIGS TO CL05E OPENINC7 n CTVP) 6,•o,.DIA 4" q" HANDRAIL R05T (GGA 4 CONNECT CHAIK. TO EYE ISOLT w/ Av.ICHOR CuT TOP ON 6LOPE •'���«rw (GA UV� � � 3�x1Y� STRIIJCIERC 2(fo' � 2". 8"+ 12�D° DECKINCT (CCA) SHACKLE TYp THIS END •° ` Mix,(CREOSOTED) T/DECK _ D O ,'r O GO wa+ PROVIDE 9- U PoOLT CLIPS (CAW c6"OC. *� T/DECK EL �•G = 4'^6° CURB(ccA) aU END OF WIRE ROPE (TYP) ) EL G•Co" 4 .fo CURB - (CANT UN) - O Q (2) 3'.12" STRINGIER CG2EOgOTED) '' ECKING 4'.Co" DIAyONAL 6RAGE (CREOSOTED) TYP , r 9'Al2% 5TRu l(pER ' • ' i � i Co"._ 18" PILE CAP EACH SIDE OFPILE � ' • ' PLAN C, BASE MHW EL 2'-6" - 11 , 6'9IS' PILE CAP(TYP) TAIL - T Pi p P! II N _ L 2"6' ' I '• f 4 MHW p DE. Co DIAGONAL 5RACE (CREOSOTED) II n MLW ELO!0 W/ ZLOCKIMA AT INTERSECTION MLW E(.O'-O' •" 3x(2'' HO2IZ BRAGE (CRE05OTED) 100070 SUSM17.T,AL . JULY. 30., 1990 PROPOSED HARBOR ' 5OT.TOM PROPOSED HARBOR - EL (-Ig'-O°) PILE (CREOSOTED) ioTTOM ,EL (•15L0°) ,� O�QARTM�'N?,/� NO DATE By DESCRIPTION V� "- l0'TON 'COMPRESSIVE CAPACITY REVISIONS I�- ' 5 TON UPLIFT CAPACITY `9�s Agricultural . Research A A-EFIRM USDA, S Service to w PLUM 15LAtJO ANIMAL D15EA5E CENTER � y PROJECT MANAGER AOE D'ANC D Q aEL15 MOORS T HAR6p2 y� �•� oRINT POIN �862 8By DESIGNER PPM aecwUVI Avo 5ULLIYA'N BREEZE H PIER PLANE DETAILS E' ' CHECKED BY SAFETY B HEALTH PROJECT NO. g/PILES ELC-z5'-o") . - SECTION _LC UUU (TYP, TREs PILES, EL ("25'-0") -SECTION 2 (s4lowN) 3 OANP � � BOSSLER ROARIG 8 . 638(o NORTH ATLANTIC AREA SHEET 5 1 NOR q 5CALE: i"- 1'-O° C' TLE #1 THRU 'r100] 5CALE ; r4'_(=0" •3 C• G•3 C•3 fSrMY 600 E. MERMAID LA. C - 3 REAL PROPERTY DATE WYNDMOOR, PA. 19118 OF B - - ZOT14 521-90 215 - 233-6562 i J'-4" -- SHEAVE 'BLOCK -- W/SHEAVE ASSEMBLY SEE (?ETAIL-S THIS SHT - 21'- 11 1�4" TOP/STL L. /4' PL (T(P) I;�• 4 '-Lo' 5'-2" 4'•5^ Lo'-51W - -TS IOxfOx^Z5 _ SEAL. _ LA ^ 33„ NNCHOR SHAw/,LE WELO , _ 514AF7 BEARIQQ CNTZP IN F MIN $4Y5 N (C•IALv) --�� /4 T5i0x10 W015T' MOUNT 3/4" PL (NS I ° EYE BOLT(GAW), I 3 B 4 EAEND (10 READ) SEE OET IL A 9FS) TYP 2-5/Q 0 /4 - I I M SEAL G5 I 1'•d' ry 1 I WELD-4 T5 f0> f0 �11 10° 10„ 0 Ci0,20 _ �4)34 "I"LIREADEO I I 1 -4 C-4 -- — p R005 /g PL ON TS IOx 10 TOP / STL 3 g "e0 GIOx20 ('1'YP TOE PL _I (Z2EOD) T510x10x^ 25 xf - n-7. UNLESS NOTED) ' S(TYP) 11 PL (T`(P) - - - EL I (oL4•„ v N • �• Wlo- 45 — �r--_ - - _- —_— a i4 CHKD PL SEAL M IIII I — WELD 5 3 p I WIC)• 45 I - WELD I I �0 8 W Y N Z TON ELECTRIC I I ' S16 b 9 3 J N a I 21'Z _ 1 II GRAIN HOIST ,( F5) t0RIVITED 3-o`d>x4-oII ROADWAY CgR CONC 6 LOCK Ito 0 I WIOt45 I r - 1 ' K rP4"WIRER ,PC Iw92■ 0 PL /2x12x1!O'wHOLE a8"OC 0 HOLES TO8 Mw/AT(2C H W/201 LUy HOLES ONd > ASTNGTH0 E HOIST (TYP)— ) _ (120 m Om\ II ft W IO x 45 Cc u _ 0 1114„' (4 REQD)ILI 3/161, PL ON t5 10x(0 I I I a JQ CONN CHKD PL 70 GRTG wI r'/1ro¢©VAC, N r TYP) ! N < —Eg CHAIN 9 N +IS-O"L y HEAO MI IjA' 4"PL CLOW :;. ATI I I ,I � y TYP - 0 g'^(a" 21 O" (FOR WNW TO LIFT ESM `"iG 4 9 PL 1* IOy 0 OG,, EW{ �34': 4"PL 3EIAW GRATING r W10.45 = a I TYP o I 5EE SECT '7 / [ 4) A OASEPL�LN 2x2.8" I I I F I I O WIO.4S _ TOP/GONG . 1� I I J TOP/ CONG C 4 C 4 EL GL(o" = LOOP WIRE ROPE 4 5WA E; 9 I 4 — PROVIDE 5.5. 304 THIM6LE EL Ce- (c' SECTION 9 iv C-4-J_C Q C 4 I C-4 HR_f 70E PLC 5 I °` I�It . r e n o -..n -o. L Ccx3/2x /Icon o ; qII u 1', a a, SCALE I I1-1 ^,I G4 C.4 3-8 OD LLV -D II ' ' 4 5.AFETY LIPT HOOK y- 11., : a' p c1low20 W/ 1/2110EXP 5OLTS G 2! " OC - . 51 ..j/8" * 1t--O• LCq STL SHAFT W8x S5 HOIST LIFT BM� 1!3° ` 0o O CO-LINTER WIT Tv Y C-q. -1C-4 N HOIST 5EER5ECT �ITFIAS �cT CALLED OUT I 3,•-aI 3'-$" LIFT BM C-4 G4 - V L (4) 1114ANCHOR 50LTs W�3"HOOK , .L - - W� NUT 4 WASHER PLAN - STRUCTURAL RAMP FRAME SECT "NJ5scALE : '.e = r•o" �=4c-4 � � SECTIO�JSCALE ; f2"I,-O" C•5 IC-43/ ^ 11I25TD PIPE -- 28� SCALE 4 2 B � HINGE SHAFT _ LO I/2- I tl II-�II of 3 61 /2 tU l4 x4 DE PL a � 1 u c, Ito �lrox3..1 PL w/ �i1�HOLE I jdeoee -\e ry W� /2 . U BOLTS g� WELD TO yRTGI BEFORE COUNTER HOIST I Ito ACV• y y 1JoTE'.SNEL,VE lIT�• !11314 3 3 A11 WEIGHT ,�/6 /•T U �oCI'b I tl F- - ��/ IOI �y �PL16 3i I " GIO (4) �/2° u W 10 1 , Cl10 0R W IO 25PLT( FIELD DRIL.L GIO �6 / SHIM PL - - N I PL HOLE IN CIO oRWIO) to -- - - - - - -- I ---3/4"� U SHAcIo wa' + 4olsTaCGfZATINC, CONNECT IOIJ3„mLIFT BM 5/6 C 10 gh6LOCAT7: GOWN C28STL SHAFT8 /16 2) PER PANEL AT EACH 4 SQx4° gAR(tYP) 5 �16 SU?PORT a C' Z-O '2C, MAX FOR PERIMETER: SIrOE VI EW 3/IG Its — SEE NOTE 2 i(TYP) Ei'ICo - fli.3+ l' 2" PL w/ (2) 13/"vOHOLEs �J1lE./ VE �jL�GK ' JAIL SECTION 4WA5HER'3w/ NUT4, �AMQUT (TYPB,wPLA) SECTION 3 'jCC;TIpN 4 (TYP FRAMING CONK) A"� 1'i,!'� flu SCALE : I'r= I'-O° C-4 C- SCALE = 1"'= I'-O" 7 C-4 C-a SCALE : 1°-1'O" C 4 C 6ogE TEpCor,, . l" %Au, �,o�T `^� 1Vz''TNRo, 1 5ECTION 2 a WAS E�-S�AAcE 2 EA�SNEAVE I - 9CALEt 1"= 1'0" C-4 C 4 W'. k11/4"x1"0MDaE 11-ON suECNe .e W cr_ ''1,1�1E.e.VC W/SELF A� b�T41l�D LU bR,GAT1ti1G, TYP B /& 71G V4'GALV CHECI<EREO PL TYP RUDBER " APPROX 3 M - x L n TYP IZ STL PL. WELOED ( ) A6 14 _WIDE . 15 o LONC-1 PER RAI^.N RF1.7JlREo, Ib ' Wt=LD- ALD_NG 6AU£S - �'tp ' BUMPER CONTACT 3/4'1 STL 11 94 PL (TYP) U IlY7 @ALL POINTS DF F 1SH PLATE /2 PL SEE SECT Co 4 PL (TYP) - ?<° tee '• 3 �)2 R I TYP I I �� II II CIO OR W10 — CIQ NOTES: CIO OR WIC) 1 ,ALL 5TRUCTURAL STEEL COMPONENT5 SHALL 6E egALVANIZED AFTER FA50coiow, _ _ 2-ALL BOL75 TO INCLUDE NUTS 4 WASHERS '" SECT I ON MC SECT ION i I 3,CONNECTION5 TO LIFT BEAM 5HALL BE MADE wl RAMP LEVELAND CHAW 4 Gl0 `�R ,� L-II/2xll/2x1/4xi1� o'I F CGx15Lp° to _ n u I „ ROPE PLUMES. �i — - - PotLNPTS OFT ALL 6y N SCALE : i = I•o" c- -4 SCALE ; I PVC) C-41C- a 10007/0 5U5VITTAL - JULY 30 I99p CONTACT T 11 I I _y r O oz , 34 PL - LxCTAIL A o _ y QART M(j NO DATE 6V SCALE' 5"= I'•O" C-4 C-4 4' RuE3gER SI, /V?, DESCRIPTION S pA REVISIONS r 6.UINPER �gxbO LG uT O !�- - - - Cax15LO"IL.C4 CHAMFER N O hA Agricultural LC , +� Research n A-EFIRM USDA e ���/l��G..SService 4 %(o -"0eIFILL / V PLUM ISLAND ANIMAL 9 �4' PL NOT ,SHOWN FOR CLARITY pro' - i1 81r u ( CNT) Q C Cc IO Cso) 11 1 AM-"0 W/ NUT WASHER G'Q C'� PROJECTMANAGER AGE DI5°g5ECEVER I ldJ'2 1 'OP CNTSIK ,HOLE Cam' '�J c`4 C-4I C•4 44 gel FROM E.A^ END 2,'DII OC (MAX) y h,�C VAN(AELI5 MOORE^' D ORIEKJT POINT HAZ50R `gs 9B DESIGNER PPM p U'tsM "N00°""�kc 9 SULLIV N BREEZE A RAMP 4 FOUQDATION PLAN " 3 T A � DETAILS SEC 1 J:OINI CHECKED BY SAEETY B HEALTH PROJECT NO NORTH ATLANTIC AREA SHEET 6 SEGTIO.N- 5' , I SCAL E' 3 , 1' 0 C,a' C S{',' 605 LER f20AR1( 08- (o33Co 600 E. MERMAID LA. C- 4 SCALE'• 9'°= 1' 0° G4 4r4 REAL PROPERTY DATE WYNDMOOR,( PA. 19119 of $ ROTN 215 = 233- 6562 '� 4".4" HANDRAIL P05T w/ POST BASE (MODEL n P554:4' BY sIMPSON OR EQUAL) d (2) 1/2,10 BOLTS w/ NIJTS wASNERS — 51, k 4°� 3' O",C IECKERED PLCGALV) w/ °IZk1�z OVAL HEAD SS SCREWS. (FASTEN To PIER ONLY) -EXIST PAVING Q1EW PAVING 14 1Z'•a" 6ENT 9L -"I'4'(QALV) q(2) 20WS OF HEADED STUDS,C 2 0"O,C. 5TtayyEgEp- IdS O'ASPHALTIC COLIC TOP COURSE .TRESTLE " I PAVING- SEE " g „ 3° 3° ASPHALTIC GONG FSASE CouRSE SECTION I/C-5 19 1'-3" a6 CHl4D pi�_COV_ER - BEVEL -- SEALS/ - (TYR) EDGE I EL �' _ . _ r/ Co a H ADED353UDR@�P (SEEISNT C•4) FpN BEYOND 1.O T/GONG _ S 10 ' RAMp f3EA�Z -- - TACK COAT. ASPHALT COUNTER WEIGHT - iNG (SEE 5HT C•4 ) II -TACK COAT, "S C:12 EW � � T/ GONG O EL co G 14 pl = y? S q-e ,_'•. . I I EL VARIES _ T/CChIG R/.�IVIP (5EEV;,54IT C•4) I III -y w a0 7I_ L1=flll a o• I p Sub BASE COURSE ° I' O" 1=p" I ti I alc SAW CUT EXIST PAVING °- I rn -w y� TO -DEPTH OF UEw COMPACTED $AC KFILL , � "° �I a+a I ul SURFACE COURSE I - - %9-; I Ef ='N' 5HA"FT I *5G12 EWT 6 d REMOVE EXIST. TOP II TL. SHEET � I � a .9 °II, qt EXITIMST. WALE - CUT T PILING �Sv126W(rYP EXIST. TIM6ER SHEETING — ) AS REQUIP-ED SUB-BASE COURSE—� T/ COMIC CONCLASS Ir 2 PILL ' 9" — EL 2'G" 1,�, 5tr12EW pl, �, „ _aSG+ l2 Ew r tg SECT I ON I % III EL I'&II 5ECTION 3 TIE I WALE SCALP, ;r : %" SCALE 4z= f'•O" C2 G•5 Z - 1-0' C- 2 C 5 c s I C•3 57L 5H EET PIL WC� III I „BOLLARD-10" 2 STD PIPE IiR PAST L 5'-O" OG, .pax W/ STD, STEEL PIPE (GALV.) I I-g lSEE SECT 2 c- W�CONG. FILL _ T/GONG 4 ) 4'� I SECTION 2 EL VARIES RAVP SCALE- 42 -1,a" 2 C-n I I9 C-34-s5ej (4) 3/4 ANCHOR BOL7g w/ 1 3" EMB. QT/GONG. " / 7 ¢ wA5HER3 HOOK w NUEL. �n''GOW IIIIIbIz _ . Ld ° 5e12sw, T4a I I Q b DETAIL. ,Q (TYP SHAFT pEARINfa ) 5ECT I OtN,I 4 SCALE ; 1"' I=0" C-4 �C" 5 SCALE 1�2= f'O' C•2 C 5 C3 5 P 12 (EW EF) T - I W PJ B FOR REINC IN RAMP Po I SEE 5ECT 4/C-5 CKTS ALB SECTION g _ T - - -_ - I EXISTING HANDHOLE I I SCALE: 1/Z z (-all C-9 C•5GN L WPJH I \ 2" PVC 9'°I2 Ip 12G N I I STUB UP \ \ � �8"12 - 1012 GN - � FLOOD LIGHT (TYR-6 ) CKTS A 4 C �CbNTFR.ACT� TO ADD(2)/ _ - - -- — --- '\ CKTS B $ C 3POLE, ZONCIRCUITS - - - - - - - - - - FOR DOCK LIGHTING I / 'I' HOIST CONTROLLE$ I WPJB OIST CONTROLLER R PoST(TYPg� ' H 'I ELEVATED HAND AIL � I DOCK POWER PANEL® WPJB I LEGEND: PENOANT HOIST UNDERGROUND TEMP SERVICE WP — — EXPOSED 3`2 I I #4 GN-- f ( 1 ❑ I PLATFORM HOIST CONTROL DOCK POWER PANEL"`A" \" WATERPROOF: M 208V, 3 JUNCTION BOX I 2" PVC-3*12, 1` I L GN ,. HOIST CONTROLLER NOTE.- 2" PVC 3#2, N GN I . . I. CONDUIT UNDERGROUNDTOBE - --- UNI STRUT CHAN, PI001 GALV 'PVC SCHEDULE 50, ADAPTERS 1 RRISI R5 TO BE GALV. STEEL --T_-- --- IT �OSP 1 ++ GREASE END OF SHAFT w/ I I _-- 2" PVC-5'�;12, 1�12G ,�� WHITE CaREA9E BEFORE INSTALLATIONIld'(4 - DULY 30, 1 J90 D ry P143�lo x 3" K I O' (4 REDO) / GALV STEEL RIGID I 0O 'Ia SUBMITTAL a � I'; CONDUIT. =' PL IYZx el/Zu ILO" 1 I CONTRACTOR TO RESTORE TELEPHONE CIRCUITS, REMOVED Q \ I 5Y DEMOLITION DRAWING, d „ ndy 8 CONC FOOTINGS ANC4 0R BOLTS \ � � I � ARTMI NO DATE BY DESCRIPTION 3` 2, I bGN -� I ' I:. GRADE SQ�Q ENTpI/' REVISIONS �w 9 SECTION /o \ I ` '� I PLATFORM HOIST ; a N f N Research yVpJB—�iLJ,'�. -I A-E FIRM USDA a2SService SCALE= J=0" C-5 G 5 ° " W r 6"3PROJECTMANAGER AD �' PLUM ELAN D ANIMAL D15EA5E CENTEQ E ,a C9ANUELIS MO ORE D GAILY STEEL TO PV PVC ��as ay� DESIGNER PPM ORIENT POINT FIAQBOIZ ADAPTER (4TYP•) W,wuucaM ,occawuK" 5ULLIVAN A _MI5CELLAWE0U5 5ECTI I 6REEZE ONS 4 DETAILS 20 BUILDING NO 1 COA L1 C I D[ �A I t CHECKED BY SAFETY 6 HEALTH PROJECT NO - PANEL`l C L ` 1"1 1_ L BO5SLER ROARIC oe- 053ra NORTH ATLANTIC AREA SHEET 208 120 Y SERVICE PANE NOT TO SGA1.E 600 E. MERMAID 'LA. C-5 - REAL PROPERTY DATE WYNDMOOR, PA. 19118 OF 8 I ROTFI 215 - 233- .- 6562 MAIN (STATE) ROAD BORING No.1 BORING NO.2 DATE: 5/22/90 SURFACE ELEVATION: +0.2 DATE: 5/22/90 DEPTH SPOON SAMPLE SURFACE ELEVATION: 0.00 - - ; FEET BLOWS No. SAMPLE DESCRIPTION CASING BLOWS DEPTH SPOON SAMPLE SAMPLE DESCRIPTION CASING i 1 FEET BLOWS No. BLOWS MEDIUM TO FINE 1 r ASPHALT -- DARK BROWN SAND, — _ - SOME GRAVEL, 'MEDIUM TO --'- -_-- ---- FINE DARK SOME SILT (FILL) ` 2 5 4 3 + BROWN SAND, ',� 5 4 SOME GRAVEL, W/L 6 6 W/L 5 '0" 5 SOME SILu„44T�� 4 ' 0" 6 4 2 MEDIUM TO FINE I, BROWN SAND, SOME 2 _ MEDIUM TO FINE f GRAVEL, TRACE SILT - -- - J ---- 10 9 10 10 10 3 4 COARSE TO FINE g BROWN SAND, I SOME MEIDUM TO FINE GRAVEL, TRACE SILT — 15 10 11 15 COARSE TO MEDIUM 3 4 \ _ 14 BROWN SAND, SOME COARSE TO MEDIUM FINE GRAVEL, 8 BROWN SAND, SOME SILT SOME GRAVEL YQ--K I 20 17 20 — _—. _- 20 ,L 25 COARSE TO FINE - 5 8 ---- 9 �- I - BROWN SAND, COARSE TO FINE I - -- _�- TRACE MEDIUM TO 13 BROWN SAND, FINE GRAVEL SOME MEDIUM TO / FINE GRAVEL DATUM: TOP OF BULKH D 25 ASSUME ELEVA ON 00 .00 15 18 COARSE TO FINE 22 BROWN SAND AND 15 13 I GRAVEL COARSE TO FINE BROWN SAND, 30 TRACE FINE GRAVEUi I n 30 27 30 V 12 24 /STEEL BULKHEAD DOCK I 38 FINE BROWN SAND 35 FINE BROWN SAND AND SILT AND SILT I RAMPI V 35 19 26 35 41 10 I! 22 RAMP - --- 28 40 45 15 12 ; IN � I E30AT BASIN . I I 1 II i i i I I'L i I GENERAL NOTES: WATER LEVELS SHOWN ARE THOSE MEASURED ON THE DATE INDICATED AND MAY NOT BE REFLECTIVE OF DAILY OR SEASONAL VARIATIONS IN THE GROUND WATER LEVEL. I _ / 2 ) THE BORING RESULTS REPRESENT SUB-SURFACE CONDITIONS AT THE BORING LOCATIONS ONLY AND ARE NOT NECESSARILY REPRESENTATIVE GAR DINERS BAY ENGINEERING RECOMMENDATION: OF CONDITION AT OTHER LOCATIONS. / DENOTES SUB-SURFACE STRATA AT WHICH POINT 7I'HE 3 ) THE BORINGS WERE LOCATED IN THE FIELD AND GROUND SURFACE I --� _ INDICATED BEARING CAPACITY IS ENCOUNTERED. ELEVATIONS ARE RELATED TO AN ASSUMED DATUM AS INDICATED. DENOTED IN TERMS OF TONS PER SQUARE FOOT. F VERTICAL DISTANCE IN FEET BELOW SAMPLE DESCRIPTION : SOIL DESCRIPTIONS ARE BY VISUAL SURFACE ELEVATION. EXAMINATION OF SOIL SAMPLES TEST BORING REPORT DRAWN JOB ND. THE NUMBER OF TIMES A 2 INCH RECOVERED FROM SPLIT SPOON BY 4619 SITE PLAN OUTSIDE DIAMETER SPLIT SPOON SAMPLER. SCALE: 1 '- 40' SAMPLER IS STRUCK BY A 140 POUND WATER LEVEL (W/L) : NOTED UNDER SAMPLE DESCRIPTION FINGER PIERS & BULKHEAD HAMMER FREE FALLING A VERTICAL AT THE ELEVATION WATER WAS _ DISTANCE OF 30 INCHES TO ADVANCE ENCOUNTERED. ORIENT POINT, NEW YORK THE SAMPLER; INDICATED IN 6 INCH m INCREMENTS. CASING BLOWS: THE NUMBER OF TIMES A 2, INCH n SAMPLE NUMBER : THE DESIGNATED NUMBER OF THE INSIDE DIAMETER OPEN-ENDED CASING SPOON $HEFT v SAMPLE OF SOIL MATERIAL RECOVERED CASING PIPE IS STRUCK BY A 300 SLACKE TEST BORING INC. NO. POUND N FROM THE INDICATED DEPTH. VERTICAL DISTANCE OF 18 HAMER FREEIN CHES SIZES 2. 5" Z 0" , ONE VILLAGE PLAZA 6 HAMMER (WEIGHT IN POUNDS) 300 140 I�US1I � m INOCHES.ANCE THE CASING PIPE 12 HAMMER (FALL IN INCHES) 18 30 KINGS PARK, NEW YORK 11754 (516) 544-0404 Ot g