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HomeMy WebLinkAbout1000-74.-4-4.7 (3) AGRI - BUSINESS CHILD DEVELOPMENT DAY CARE CENTER SOUTHOLD, NEW YORK WATER SUPPLY ALTERNATIVES i MAY 2001 i dh OVIRKA AND BARTILUCCI CONSULTING ENGINEERS rsINLaHI/ec,RI1W5pMrot) A OMISION OF WILLIAM F. COSULICH ASSOCIATES, P.C. AGRI-BUSINESS CHILD DEVELOPMENT DAY CARE CENTER SOUTHOLD,NEW YORK WATER SUPPLY ALTERNATIVES Prepared by: DVIRKA AND BARTILUCCI CONSULTING ENGINEERS WOODBURY,NEW YORK MAY 2001 .1905W0405 101.doc(R04) AGRI-BUSINESS CHILD DEVELOPMENT SOUTHOLD, NEW YORK WATER SUPPLY ALTERNATIVES 1.0 INTRODUCTION 1 The Agri-Business Child Development (ABCD) is looking to build a new facility in the Town of Southold, community of Peconic, Long Island, New York. Water supply facilities are required and Dvirka and Bartilucci Consulting Engineers (D&B) has been retained to review the water supply alternatives for the project. The Long Island groundwater system, a sole aquifer, supplies all the drinking water for over 2.5 million people (Nassau/Suffolk County). While generally the aquifer provides hundreds of feet of groundwater formation, eastern Long Island, and Southold in particular, is not as fortunate. In many areas, much less than 100 feet of formation is available. Water quality is also a problem due to contamination from the use of fertilizers and pesticides. Insufficient groundwater and poor water quality are not problems when a community water supply is available and can be extended. The nearest community water supplier in the area is the Suffolk County Water Authority (SCWA). This agency has indicated that water service would not be available for the project(Appendix A—letter from SC WA). Project Description ABCD is proposing to build a 7,000 sf facility on Middle Road (CR48) west of Mill Road (Peconic Lane) in Peconic (SCTM-1000-74-4 - Lots 4.7 and 4.8). These two lots are 2.0 and 2.6 acres, respectively. The building will be designed to house a maximum of 76 children and 25 adults. There will also be food preparation for service in the classrooms. ' .19111IF0401101 AOc(R05) _1_ 2.0 REQUIREMENTS FOR WATER SUPPLY The Suffolk County Department of Health Services (SCDHS) reviews all water supply provided for new construction. Regulations have been developed for projects that 1) extend water mains and 2) develop individual well systems. Water Main Extension — a water main must be extended if it is within 500 feet of a property line or a distance equivalent to the gross square footage divided by 10 (minimum 500 feet). The proposed project would require a main extension if within 700 feet. The closest main is to the east on Peconic Lane, a distance greater than 2,000 feet from the Property. The SCWA has indicated that a main extension could not be undertaken (Appendix A). However, this may not be the final word, e.g., when the application for water and sewer is formally made to the SCDHS they will request(in writing)that the SCWA extend the water main. Another possibility is a change in policy by the SCWA (there is precedent for this)that would allow an extension; or even an extension for fire flow. Therefore, this option should be pursued as the project proceeds through the permit process. I Individual Well System — for a commercial building the water system is defined as a "non-community water supply" and must comply with SCDHS requirements for the well, ' storage facilities and piping (Appendix B) and those of the NYS Sanitary Code (Part 5). In addition, a well water quality analysis is required showing that the water meets drinking water standards. The analysis can be performed by a private laboratory or by the SCDHS laboratory. Water Quality A review of water quality in the area was conducted. Figure 1 is a portion of the tax map showing the ABCD properties and several wells in the vicinity, including the SCWA well site at ' Peconic (Mill Road) Avenue and CR48. Water quality from the two public supply wells of SCWA meet drinking water standard(results in Appendix C). I ♦190ST0405101.doc(R05) -2- FEB-21-01 04 � .."V4H - -- e. 02 / / ' v 9 ♦ w ..� ti� `� ` tf • t Ufa w � s o sl •� r 4 No ,' N � • e`�s. q} t • tiv e v s s 4 io�w or 4. �\ ,� r �''��� � SaYI•p0 v � O 5 J ata• t t 1 y9� v t V r`� t M1• FOX PQ.XO,� SEE SEG NoJi OK•01-DOlE SCWA ' SEE SEC.IAM Figure 1 Pacan is oas-ox-ao1 rr SCTM 1000-074-4-007 and 008 The original subdivision (1992) required two test wells on the property. Results from these wells (test well No. 1 and No. 2) in Appendix D show no water quality problems at the appropriate well depth (40 feet below groundwater). An additional private home well on Henry Street also was satisfactory (Appendix 5). 3.0 FACILITY DESIGN A. Water use— SCDHS requires 7.5 gpd/person for a day school with kitchen facilities Population=76 children and 25 adults= 101 people Flow= 101 x 7.5 =757 gpd Maximum hour=2.5 x 757= 1,892 gal. Maximum day= 3 x 1,892—5,677 gal. A 10-gpm well (14,400 gpd) with a standard 120-gal storage tank will handle the domestic needs. B. Fire Flow — There is no water requirement for the building if sufficient classroom exits are provided. 4.0 COSTS r A. Water Main Extension — costs generally range from $30 to $40 per foot (assuming limited site restoration) depending on the installation conditions. Estimated Cost - $70,000 and would provide fire protection as well as domestic flow. ' B. On site system 1. Domestic — 4-inch well, 1 HP submersible, trenching to building, electric, storage tank and sampling - $10,000.00. 2. Additional Requirements—as a non-community water supply, all the requirements ' of the NYS Sanitary Code would prevail. Primarily, this would require quarterly and annual water quality sampling. i 1 1905\Fo40510Ldootxo5> -4- 5.0 SUMMARY Two methods of supply are available—water main extension and development of on-site supply. The water main extension is more expensive but provides a permanent one time cost with no operation or maintenance requirements. The on-site system will require operational costs and general maintenance. The disadvantage to these systems is that during power outages there is no water available unless an emergency power generator is provided. Also, the on-site well will need initial sampling to secure satisfactory water quality and to meet requirements for a non-community water supply (e.g., water quality sampling). ' .ivoseoaosIoi.doo(Ros) 5 i 1 1 � �_ � X !� _ 1 i 1 1 1 i 1 1 i 1 1 APPENDIX A M ML1 1 1 i i ♦1905\F0405102.doc(RO1) nr�rt-no-ni na = ir rn GEnrVKT Z1-HLBERTSON 631 722 4449 p. 02 OWL Michael A. Frank SU1ATOI.K COUNTY WATI•:R AUTHORITY n<ylury Cluvl C.ec.rliwr Oryx:er 4060 Sunme+Highway,br t:J5r(.Rrer s" .70 9 ay, Oak ,New York 1176 (631)589 hep F March 2, 2001 Mr. Drank Murphy Albertson Realty P.O. Bac 2 Jamesport, NY 11447 Re: Water Service Application for S/S Middle Road, Pm)nic SCTM #1000-74-4-4.008 Deat Mr, Murphy: I'hc Water Authority has received your inquiry on the availability of public water for the abo.•c referenced pgroel- 1 The Water Authority is carefully managing its resources on the North Fork in a manner that is consistent with a groundwater management plan and water service arca map adopted by it and the Town of Southold and endorsed by the Suffolk County Department of Health Services. The pla.rt and map recognize the limited capacity of the Water Authority's North Fork system and the tenuous nature of the groundwater resources of the North Fork, The map and plan balance the ability to develop water resources without damaging the aquifer underlying the North Fork with ' the ctlicient distribution of the water. Pursuant to the plan and map, water mains are not scheduled to be installed in front of the above referenced parcel at this time. Very truly yours l -V Michael R. Frank 1 r � A r x LL r r 1 1 r 1 1 1 i r r r t APPENDIX B ■ r i - -� •1905\FO405102.doc(RO1) COUNTY OF SUFFOLK ROBERT J.GAFFNEY SUFFOLK COUNTY EXECUTIVE DEPARTMENT OF HEALTH SERVICES CLARE B.BRADLEY,M.D.,M.P.H. COMMISSIONER March 14, 2001 Dvirka& Bartilucci Attn: Mr. Joseph H. Baier, P.E. 330 Crossways Park Drive Woodbury NY 11797-2015 Medford NY 11763 Subject: Commercial Project (No Name Yet) S.C.T.M.: 1000-074.00-004-004.007& 004.008 H.D. Ref. No.: Application to be filed Well and Storage System a-� Dear Mr. ' r: This office has been advised by the Department's Wastewater Management Section that the referenced commercial application proposed the use of an individual well system. All applications for approvals to install a private water system or to utilize and existing well must include evidence satisfactory to the Department that there is no public water supply available. All commercial applications will be required to connect to a community public water system, if the system has sufficient capacity to service the applicant and the mains of the system are within 500 feet of the applicant's property line or; within a distance equivalent to the gross square footage of the proposed structure divided by ten(minimum 500 feet)for a commercial or industrial parcel (e.g. within 600 feet of a 6,000 square foot building). If hookup to a community water system becomes feasible (due to the water main extensions or system capacity expansion) during the construction of a new structure that has previously received Department approval for a private water system,then approval for that private system is voided, and the applicant must file a revised application with the Department. Many of the private wells that are proposed will meet the State Sanitary Code definition of a "non-community water supply." Such well proposals must be reviewed by this office in accordance with the State Code. Please refer to the Suffolk County Department of Health Services' Standards and Procedures for Private Water Systems," revised edition dated July 1992, for the information required for any private well proposal submitted to our department. Additional design guidance is available in NYSDOH publications "Recommended Standards for Water Works"and "Rural Water Supply". DIVISION OF ENVIRONMENTAL QUALITY ■ 220 RABRO DRIVE EAST,HAUPPAUGE.NY. 11788 ■ TEL. (631)853-2251 OFFICE OF WATER RESOURCES FAX (631)853-2307 Approvals shall not be issued until you submit the following details of your water supply design, as a minimum: 1. Size and capacity of wells, storage facilities and piping. a. Minimum yield of 5 g.p.m. or a yield equivalent to the design sewage flow divided by 144, whichever is greater. Minimum capacity storage tank of 82 gallons or ten times the proposed yield, whichever is greater. c. Minimum length well screen of 3 feet. d. Pitless adapters or units certified by NSF or Water Systems Council must be used on all wells (except suction-lift stations; see Section 8 Pumping Equipment in SCDHS "Standards and Procedures for Private Water Systems") e. Water-tight sanitary well seals or caps must be used at the tops of casings or pitless units, which must be at least 18 inches above grade. ,`. Pumps must 6e equipped with a pressure switch that is set to operate at a .. ,:nc pressure of 20 psi with a 20 psi differential. 2. Types of materials used for water supply components. a. Casings must be made of standard weight stainless, black, or galvanized steel, or plastic meeting standards of the National Sanitation Foundation (NSF) and American Society for Testing and Materials (ASTM). b. Well screens must be constricted of non-corrosive materials, stainless steel is preferred. 3. Specific locations of well and details of external piping arrangements. Lateral lines between the well and building must have an inside diameter of at least 0.75 inches, must be firmly attached to the well casing, and must meet the following additional requirements: a. Depth: entire length must be installed at the bottom of a trench ate least 54 inches below final grade to protect against freezing. b. Materials: must be constructed of type "k" copper or high density plastic (clearly marked as ASTM rated at least 160 psi and NSF approved for potable water supplies). c. Se aration must be located at least 10 feet horizontally from any sewer line, leaching pool or dry well. 4. Estimated well depth (subject to actual field conditions and water quality testing). The top (not the bottom) of the well screen must be at least 40 feet below the water table. 5. The sanitary radius around the proposed well shall be clearly denoted on the site plan. A ' note shall also be included which states: "there are no potential sources of sanitary contamination within 150 feet or drainage structures within 50 feet of the proposed well." i his includes all neighboring properties within a 150 feet radius of the well for sanitary ' contamination, and 50 feet for drainage structures and fuel storage tanks. Please note that our non-residential sewage disposal standards require that a 150 feet sanitary radius to all well be maintained including wells on neighboring properties. 6. If treatment is needed, the details are to be submitted with final approval documents; i.e., well driller's certification and laboratory test results. The notes and details described must be provided for the well on the site plan.. If you have any questions feel free to contact me at telephone number: (516) 853-2267. 1 Very truly yours, /13 Robert J. Farmer, P.E. Acting Supervisor Bureau of Drinking Water I 1 s 1 3 n �_ 1 � - 1 1 i 1 1 1 1 1 1 1 1 1 _ . 1 1 APPENDIX C 1 i 1 1 1 1 41905\FO405102.doc(RO l) 4L / 75- 0 ,00 75-0 ,0Q ro l° ' '"` , f t k t { k � •t 1 k () f i I , III, p __ , - / j 12 f APR 0 81992 WeWee in gala —� t Date `— f�51P a PoW+eWa1er X21 Private Wale,-- k r 7 Ao- Omer 1 C09 "aid =� } aW Na D,t,Completed Jate: a- S. Terse: a SEFytCES r , asz• C�L SY' � SUFFOLK COUNT C MWAT�OF — Oy1EMiCAL Owrre,or 'r Dlsvict - " L Cawn zz - Peira op WteN,r n p,! arils: "sr x u `i -- Om o L y/F s> „ Mrcmgnms PK tAar Gunk D _ a �1T({ea110a Fe h WSW ; M +,pKA - 1.Nnb+sa pro'+CaMj 90 RwblaWtFl u •+ �,5'�,u p pUetren MY+c7f t(�t{�4'tro - .., f1„ry yaq'l CaCO7l - MO ,1 - 4i. �,�yyprgeW 170 aner s` a. - �ypud150` + S,lea'm lt1 '�t r..- ye4iwl is tale l CACVepaOeQ1} 0 lye SW avp^ue ,s Ld ltl -I•,,,7 `k `-• 71cpr90 rya t7t Oars" . y- pireckx a T r 1 S _ hxanwsx"^`•"..+ - ,...mr.:Y3�x n y� iM� � � _ w✓iSWi^• ...,. � it �� ff �� spr *was 7n s • n Yk F4 x Y� r � DO NII V-1-NZi�60 Al 14 W�1111 ,17 15 - Date, sa •15 ,. ��,, APF t ^,,y � i. ,,TBIs y 1TlBLRrVICt9 SwAWTwpT& IMSTI ass NARK Sano r.e eaid OLK 'L 1Uk-S Of G 2S A" t'R b L Nceea ,t Orpaercial = m €1 Lot or Oevelopeione ' Indity Sbdivlaion 3 Z. ApP11C A 0.ea1CY O"ARAOTLRIZATIO" � ., ' NAVLR ONRSISTFY ac ONo poaa acrality Yes atandazd atandazds= rA., ��]- eecaskececs nXceedin9 —�� �-$I !A• ZIP cod- Nitrate —� VC,s �� S• yil la9n� /71 a^I/ chloride Ocher " Brsineaa ! nn i Aldi •zb n 23• Xacn T... Ili li wz L t' y' 33•hnPth t 31• ell D easing -- rater int Nof 0 o- NONBLR Ia taeclkere {veil Screenl Yaa— SUttOLK C eb, 14• piatzi Rewerks 13• sectio- 16• Block 11• Lot Na: TBA., TBA TRIS— T• Torna�� Tisa— Tso-.g-- TLB� TSB,TSI ` !i ticCm coa jk z SnPP1Y Plea polled {6• "ell °. zb [eat 6t < p �bellde I- 57* Field YATL "LLL ON + TTAfM TRX NAP L tp0 ,1'O MATLR !AR f2 "LLL L, "Ll", i ,5 C + GLRTTtIUTL t NLLLORSLLLR's , Ind OF OBTAIN / 3 _ OTS RUN Tit6 . 5'. Sepla' S{• SamP � eoamenca µ; LL wo-Ac Sr � � 'timn 2{' G¢N e; yp +amu z .x-s rF Oace ,/ s+niter lenge: Fy r. 50.51• Rea 'TaP 50.56• Rea �yL "'S,S�• p`S• a a�.*�iss '� �� ;rae,'��r'kE �"° � � 1 Ids*" pYgYu�.t T a1 er' 3 �r f g amZ A,, ---- t � 1 61 lk t � 4 � 1 t L t y 1 V j f 1 1 fix � EP rs 10 M2_ f03k l k `w•� £),•^ d�}�4 }mak?( a �_ P. �• pate Recewed m Lab s 0991148 Public Wale, --_' ks r3t Lab No. -"- Pnvate Water �� Other field No. Date. I pate Completed y r Su Time ZF��- Ezamirted BY xt* Col.BY fName not imvalsl NT OF HEALTH SERVICES DEPART ME TORY r CO NT' SUFFOLK PUBLIC HEALTLABORA H OF WATER x ; MINATION CHEMICAL A Owner or District V_ - <V; Name XF t f LoCaliorl Poinl of Collection ♦_l? .. - Remarks: ! iia Ci w Mr Uter. MCMN 00fJ❑ Mcr r �-•� w III Resutls Reposed as complete Pam M T Ahaantl Im4T c4c0yl M tailMP lm4lq :dtfrr. BPaG 1 CarN a ix' .. 75 mtusCp' 8p t.Iwane�fm4 90 FWy�IRg11Fl Cac071 77 pH 83 U Mares l^i9' 77 xpmslm9rl Nl 4'u fi t 78 taTtea l..'I N1 ugN._ CaC071 S x f „7%' 76 FrteA�fm9'1t8 8e CNUCes Im9'I C4 128 /asai'c I11 ' 87 pp4150{i 128 Selari^F" hl 'tl tW Nm Im9n Fel 121 Car+ m pl xy lot uw4ve tMlw1 x� I?? um Ill 102 cnppe 1.9I Cul 126 Saye III t 108 lm4,I W1 to. Ctaav III x'3 t07 Tire tm41 LJ tYz Mach' It t, s ' 3'c 121 Barxp^tm9!Bal a ,,. Director 4 tt{I x ,Y*' •.ate' ✓( MM k ,mil J 4, '0 hie Recd in Lab��� public Neter--�— Cj 1. 4 L private Hates :1 (yg)Lab' �. Fields O Date Completed (511 Date _ Cole BY �' ZI Ot Syu,TR 9iFlIC1'9 LBG7�ip ILK O►SSOR9 G 'OAS NIC SCILNC=9 BBTYOLR Comm', TORS DT`1592� OS ISDSU pUSLIC �' i.Xu pBSTLCIDR "LYSSS OS pTiR (SNO) Sta<ionl (11 "1141 )k� 2) Tisat >:. (3) Laat Nam° SCceet l9) (1) Siseatl f — (S) CbpaaunStY ),y 11in9 Addseaa LVA �. ., (Sa) Sazple TaP J✓c� H �SseaCed psiv i+ Covva l_Ncom (201 at He11 Surf Remark. t (31) "ll Depth (161 Diatsiet (13) Section 9 3. s (lil Block G u (y1) Lot on xl 4^<, • (223) Aldicesb / (551) Me<riiocacb (6251 Aldicaxb � I � k- a ulEonc (6261 Aldicacb S AYY 4u�4. 1224) Caxbofus>n - c (121) 3-Ryds0xycacbofucan a r�`a' 1281 bxemYl ! 1 11291 C..ba"' .. "4" �' �• (554) 1-NaPhtbol .-. - €� 16301 MetnomYl ........... �— xsr AN ,�•��r,Ftr -. ,5 ,. .bAC�"t k 4 J F Yi` Ra x t tf+, sx fk' �9Py,,. r�. s ,a '� � su�i a��'•s y�• -?S f�°rte/a t fesr c'��'.'�, �• .. I. QM9 a'So g 1` M F '4f^� •}R C Y elk. / ^ a iv t a d, 'f 1 ' APPENDIX ♦1905\F0405102.doc ' 575 NPOW lbllw pGd, lri lle, C. (51004-300 FAX:(516)4* N.Y. 11717 20.g/7N NYSM 1DI L0/78 WATER ANALYSIS LAB NO: 951428, TYPE. . . . . , POTABLE WATER NY 11952 ROUTINE ORIGIN. . , , WELL WELL TYPE. RAW COLLECTED. 06/01/95 COLLECTED, 0710 HRS, POINT NO: E RECEIVED, • 06/01/95 - LOCATION: INLAND HOMES ELECTED BY. . , D99 395 HENRY LA, pECONIC PROJECT NO. . . . . 1 RE4URS: SOURCE (ST) FLOW-5GPM TM1000-14-1-9/R10-95-02 PARAMETER (g) ' TOTAL COLIFORM BACT. RESULTS UNITS LIMIT E• COLI. negative ----- absent ----- CHLORIDEnegative' SPECIFIC CONDUCTIVITY 20 mg/1 absent 250 COPPER 323 umhos IRON <0.02 mg/l DETERGENTS (MBAS) <0.02 mg/l [1. 3) ' MANGANESE <0.04 mg/l 0.30 AMMONIA (AS N) <0.01 mg/l NITRATE (AS N) <0.02 mg/l 0.30 LEAD 8.1 mg/1 PH 2 6ug/1 10.0 ZINC 6.3 units , [15.0) ' <0.02 mg/1 5.0 T L!i+lY 2'"t 1995 S.C. DFFT OF HEALTH SERVICES - Result(s) Reported meet(S) NEW YORK STATE/USEPA limits for - Result(s) Reported meets) [USEPA action level] for Potable water. ' COPIES TO: potable water. DATE ISSUED 06/09/95 ' ORIGINAL ABORATORY DIR E=TOR LJS, INC 57S &a" Ib11cr PWd, Melville, N.Y. 11747 A (S16)694-3010 FAX:(516)420-UN MYMM 10d 10476 LAB NO: 9514282 WATER ANALYSIS TYPE. . . . . . POTABLE WATER ROUTINE 'NY 11952 ORIGIN. . . . WELL WELL TYPE. RAW COLLECTED. 06/01/95 POINT NO: COLLECTED. 0710 HRS. LOCATION: INLAND HOMES E RECEIVED. . 06/01/95 395 HENRY LA, PECONIC LLECTED BY. . . D99 REMARKS: SOURCE (ST) FLOW-5GPM/WRl HR. ROJECT NO. . . . . 1 TM1000-14-1-9/R10-95-0032 PRINCIPAL ORGANIC COMPOUNDS - ( uq/l ) PARAMETER (S) RESULT LIMIT PARAMETER (S) RESULT LIMIT DICHLORODIFLUOROMETHANE <0.5 5.0 M-DICHLOROBENZENE <0.5 5.0 CHLOROMETHANE <0.5 5.0 P-DICHLOROBENZENE <0.5 5.0 VINYL CHLORIDE <0.5 2.0 O-DICHLOROBENZENE <0.5 5.0 BROMOMETHANE <0.5 5.0 1,2,4-TRICHLOROBENZENE <0.5 5.0 CHLOROETHANE <0.5 5.0 HEXACHLOROBUTADIENE <0.5 5.0 FLUOROTRICHLOROMETHANE <0.5 5.0 1,2,3-TRICHLOROBENZENE <0.5 5.0 1,1-DICHLOROETHENE <0.5 5.0 BENZENE <0.5 5.0 METHYLENE CHLORIDE <0.5 5.0 TOLUENE 1. 3 5.0 TRANS-I,2-DICHLOROETHENE <0.5 5.0 ETHYLBENZENE <0.5 5.0 1,1-DICHLOROETHANE <0.5 5.0 1,3-XYLENE <0. 5 5.0 CIS-1,2-DICHLOROETHENE <0.5 5.0 1,4-XYLENE <0.5 5.0 2,2-DICHLOROPROPANE <0.5 5.0 1,2-XYLENE <0.5 5.0 BROMOCHLOROMETHANE <0.5 5.0 STYRENE <0.5 5.0 CHLOROFORM <0. 5 100 ISOPROPYLBENZENE (CUMENE) <0.5 5.0 1,1,1-TRICHLOROETHANE <0.5 5.0 N-PROPYLBENZENE <0.5 5.0 CARBON TETRACHLORIDE <0.5 5.0 1,3,5-TRIMETHYLBENZENE <0.5 5.0 1,1-DICHLOROPROPENE <0.5 5.0 TERT-BUTYLBENZENE <0.5 5.0 1,2-DICHLOROETHANE <0.5 5.0 1,2,4-TRIMETHYLBENZENE <0.5 5.0 TRICHLOROETHENE <0.5 5.0 SEC-BUTYLBENZENE <0.5 5.0 1,2-DICHLOROPROPANE <0.5 5.0 P-ISOPROPYLTOLUENE <0.5 5.0 DIBROMOMETHANE <0.5 5.0 N-BUTYLBENZENE <0.5 5.0 TRANS-I,3-DICHLOROPROPENE <0.5 5.0 CIS-1,3-DICHLOROPROPENE <0.5 5.0 1,1,2-TRICHLOROETHANE <0.5 5.0 TETRACHLOROETHENE <0.5 5.0 1,3-DICHLOROPROPANE <0.5 5.0 CHLOROBENZENE <0.5 5.0 1,1,1,2-TETRACHLOROETHANE <0.5 5.0 BROMOBENZENE <0.5 5.0 1,1,2,2-TETRACHLOROETHANE <0.5 5.0 1,2,3-TRICHLOROPROPANE <0.5 5.0 2-CHLOROTOLUENE <0.5 5.0 4-CHLOROTOLUENE <0.5 5.0 - Result(s) Repoited meet(s) NEW YORK STATE/USEPA limits for potable water. COPIES TO: DATE ISSUED 06/09/95 DATE RUN. . . . . . . 06/02/95 I DATE REPORTED. . 06/05/95R ECTOR ORIGINAL UJ J%C 57S M-W Ib11w Rota. Melville. M.Y. 11747 • (516)691-3M FAY:(516)/20-8436 MYSOM IN 10478 LAB NO: 9514282 WATER ANALYSIS TYPE. . . . . . POTABLE WATER NY 11952 ROUTINE ORIGIN. . . . WELL WELL TYPE. RAW COLLECTED. 06/01/95 POINT NO: COLLECTED, 0710 HRS. LOCATION: INLAND HOMES TE RECEIVED. . 06/01/95 395 HENRY LA, PECONIC OLLECTED BY.. . D99 REMARKS: SOURCE (ST) FLOW-5GPM/WRl HR. PROJECT NO.. . . . 1JTM1000-14-1-9/RID-95-0032 TOTAL ALDICARB - ( ua/l ) PARAMETER (S) RESULT LIMIT' PARAMETER (S) RESULT LIMIT ALDICARB SULFONE <1 ALDICARB SULFOXIDE <1 ' ALDICARB <1 TOTAL ALDICARBS <3 7.0 t - Results) Reported meets) NEW YORK STATE/USEPA Limits for potable water. COPIES TO: DATE ISSUED 06/09/95 DATE RUN. , , , , , , 06/08/95 DATE REPORTED. . 06/09/95 ORIGINAL ECTOR APPENDIX D ♦19051F0405102.doo(RO1) WATER RESOURCES Public Well Info WR0322 av 2426 15351 ill Lane, Well #1 w 'S �#; •;`���� y '� � r"' Axa"�.� '^mss--� `��.3a.`��� s� � .. �, Y Fqk L is -S P s Far+ i n rY# �r sm r`y e ; LACIAL w+ a - S atas AMUE gar � n CL2, 30 F SUFFOLK COUNTY DEPARTMM OF HEALTH SERVICES - WATER ANALY8I9 - yet: SUFFOLK COUNTY WATER AUTHORITY Inspection No.: PW00-0646 Fed. ID .cation: Mill Lane Wellfield q: 5110526Sample Date: 10/11/00 Sample Location: USGS - RAW WATER TAP Well Name: Mill Lane, Well Y1 zeatmenL NONE Field No.: 100-426-00-10-11 Well No.: 5-103522 otes: ±' symbol means 'less than- indicating D4 detection. mg/L = milligrams perliter; ug/L = micrograms per liter. symbol means level found exceeds the maximum contaminant level (MCL) or action level for lead and copper. �Moderately restricted sodium diet should not exceed 270 mg/L. Severely restricted should net exceed 20 mg/L. he MCL for nickel is a proposed limit. Any MCL's not shown below have not been established. Result Ng-L RAS !$'y Results for Sample Group: BACTERIOLOGICAL analyzed by Suffolk County Department of Health Services =----------------- Coli.... .. . ... .. .... ........... .. < ABSENT ABSENT EColi...... ... ...... ........... < ABSENT ABSENT ___= Results for Sample Group: CHLORINATED PESTICIDES analyzed by Suffolk County Department of Health Services 1Pha-BHC.. .......... ........ ..... < 0.200 0.20 ug/L 4,4-DDD... ..... _ _ beta-HNC......... < 0.200 0.20 ug/L 4,9-DDT................. < 0.200 50.00 ug/L Ca-BHC (Lindane)............... < 0.200 0.20 u /L --' < 0.200 50.00 ug/L el[a-BHC.. ...... ............ ..... < 9 Endrin............................ < 0.200 2.00 ug/L 0.200 0.20 ug/L Endrin aldehyde. .................. < 0.200 50.00 ug/L eptachlor........................ < 0.200 0.40 ug/L Chlordane....... .............. .... < 1.000 2.00 ug/L eptachlor epoxide....... ......... < 0.200 0.20 ug/L Alachlor.......................... < 0.500 2.00 ug/L Aldrin.. . .. ...... .... ............. < 0.200 50.00 ug/L Methoxychlor.... .............. .... < 0.500 40.00 ug/L Dieldrin........ ..... . ..... .... ... < 0.200 50.00 ug/L Endosulfan II..................... < 0.200 2.00 ug/L ndosulfan I............ ..... ..... < 0.200 2.00 ug/L Endosulfan Sulfate................ < cthal...... .... .............. ... < 0.200 50.00 ug/L 1,2-dibromoe thane............. ,- 0.200 50.00 ug/L ,4-DDE........................... < 0.200 50.00 ug/L 1,2-dibromo-3-dichloro ro .. < 0.020 0.05 ug/L P Pane..... < 0.020 0.20 Ug/L Results for Sample Group: FIELD MEASUREMENTS analyzed by Suffolk County Department of Health Services =-------------- h - Field. .... ......... .... 6.400 su -"' = Temperature - Field............... = 12.500 C ree Chlorine. ... ................. = 0.000 mg/L Conductivity - Field.... ...... .... = 308.000 um cm otal Chlorine........... . ........ = 0.000 mg/L ___= Results for Sample Group: HERBICIDE METABOLITES analyzed by Suffolk County Department of Health Services = lDidealkylatrazine (G-28273).. ..... < 0.800 50.00 ug/L Metolachlor OA (CGA-51202)........ < 0.300 50-00 ug/L eisopropylatrazine (G-28279)..... < 0.200 50.00 ug/L Metolachlor ESA (CGA-354743)...... < 0.300 esethyla[razine (G-30033)... ..... < 0.400 50.00 ug/L Metolachlor metabolite 50.00 ug/L midacloprid.. ... ........ 50.00 ug/L . ...... < 0.200 50.00 ug/L Metolachlor metabli (CGA-41638) < 0.300 metabolite (CGA-40172) < 0.300 50.00 ug/L Alachlor ESA Alachlor OA (Oxanilic Acid)) o .... ... < 0.400 50.00 ug/L Metolachlor metabolite (CGA-67125) < 0.300 50.00 ug/L (Sul£onic Acid). ..... < 0.200 50.00 ug/L 2-HydroxyAtrazine (G-34048)... .... < 0.300 50.00 ug/L etolachlor metabolite (CGA-37735) < 0.200 50.00 ug/L Results for Sample Group: METALS analyzed by Suffolk County Department of Health Services =___--- _____________________ AlAdmen (Ag) .... ...... ... . .... ..... < 5.000 100.00 ug/L Nickel (Ni)............. .......... = 2.230 100.00 ug/L uminum (Al) .... .... .... .. . . .. ... < 5.000 ug/L Lead (Pbl.... ... .............. .... = 2.390 15.00 ug/L rsenic (As) ......... . .. . . ..... .. . < 2.000 50.00 ug/L Antimony (Sb)... .. ................ < 1.000 6.00 ug/L ari11 (Ha) ...... .... ...... .. ..... = 59.200 2000.00 ug/L Selenium (Se) ... .................. < 2.000 50.00 ug/L eryl l ium (Be).. ... ........ ....... < 1.000 4.00 ug/L Thorium (Th) ..................... . < admium (Cd)... ...... .. (Ti) < 1.000< 1.000 5.00 ug/L Titaniumug/L ..................... Cobalt (Co).. .... .............. ... < 1.000 u L 1.000 u9/L Chromium (Cr)........ ... . ......... = 7.970 100.00 ug/L Vanadium (V)...... ................ 2.000 2.00 ug/L opper (Cu) ... ... .. .... .... . . .. .. . = 31.800 1300.00 ug/L Zinc (Zn). ...... .............. ... . u4/L ercury (Hg) ......... ... . .... ..... < 0.400 2.00 ug/L Iron (Fe)...... < 50.000 5000.00 ug/L anganese (Mn)... ...... ... 0.003 0.30 mg/L Iron + Manganese (Combined, Calc < 0.100 0.30 mg/L ) . = 0.003 0.50 olYbdenum (Me) .... .. . .. . ...... .. . < 1.000 u9/L Sodium (Na). ...... ... ... ...... .. .. mg/L= 35.500 270.00 mg/L �p----= Results for Sample Group: STANDARD INORGANICS analyzed by Suffolk County Department of Health Services H-Lab... ... ... ...... ....... . ..... = 6.100 su Ammonia (NH3-N)... ................ < 0.020 m9/L ecific Conductivity-Lab... ..... . = 391.000 um/cm Nitrile (NO2-N). ...... < 0.020 1.00 mg/L Sulfahlfa to (C1)............ 62.000 250.00 mg/L Nitrites - Nitrates (NO3-N) ....... = 3.500 10.00 mg/L te (SO4). ... .......... .... ... = 36.000 250.00 mg/L ---- Results for Sample Group: SEMI-VOLATILE ORGANICS analyzed by Suffolk County Department of Health Services exachlorocyclopentadiene...... .. . < 1.000 50.00 ug/L Metolachlor....................... < 0.200 50.00 ug/L exachlorobenzene................. < 0.200 1.00 ug/L Dacthal... ........................ < 0.200 50.00 ug/L Simazine... ...... .. ............... < 0.200 4.00 ug/L Butachlor....... .................. < 0.200 50.00 ug/L Atrazine. ............ .... ......... < 0.200 3.00 ug/L Bis(2-ethylhexyl)adipate....... tal Triazines - Metabolites (Cal < 0.000 4.00 ug/L Bis(2-eth lh ..' < 0.500 406.00 ug/L tribuzin... ........ . .... < 0.200 50.00 ug/L Benzo(a)Pyreney ex..)phthalate........ < 2.000 6.00 ug/L lachlor... ......... ................ --•• < 0.200 0.20 ug/L < 0.200 2.00 ug/L Bromacil.. ........................ < razinon.. ............... ......... < 0.200 ug/L Prometon........... 0.500 ug/L Diazinon. ... ..... ... < 0.200 u L ............... < 0.500 ug/L .-"'-" .. ..' gg/ Pentachlor.benzene................ < 0.200 50.00 ug/L Metalaxyl.......... ............... < 0.200 50.00 ug/L Disulfoton........ ebuthiuron....................... < •-- < 0.500 50.00 ug/L 0.500 50.00 u /L EChofumesate...................... < 0.200 50.00 ug/L ce[.chlor................. .... .. < 0.200 50.00 ug/L Chlo .alathion......................... < 0.500 50.00 ug/L uthriphos..................... < 0.200 50.00 u9/L Isofenphos......... ... Cyfluthrin...... .................. < 0.200 50.00 ug/L ----.. < 0.500 50.00 ug/L Henfluralin............ Trifluralin....... ... < 0.500 50.00 ug/L Chlorothalonil................ < 0.500 50.00 ug/L •--• < 1.000 50.00 ug/L enclozolronitrobenzene........ ... < 0.200 50.00 ug/L Triadimefon....................... inclozolin.....-. < 0.500 50.00 U /L < 0.500 50.00 ug/L ... ... ...'-.. 4 Iodofenph.s..... .................. < 0.200 50.00 ug/L endimethalin.................. .. < 0.200 5.00 ug/L Permethrin........ ... ............. < 0.200 IProdione................ ......... < 0.500 50.00 ug/L Terbufos........ .. ................ < 0.200 50.00 ug/L 50.00 Ug/L EPIC" < 0.200 50.00 ug/L Terbacil.... .. moseb........... .... ... ... ...... .. .. < 0.500 50.00 ug/L --- < 0.500 7.00 ug/L Disulf.ton sulfone........ ........ < 0.200 50.00 ug/L yanazine.. ............ ........ .. < 0.200 50.00 ug/L - Kelthane.......................................... ..."......".................-. < 0.500 50.00 ug/Lapropamide....... ..---'... < 0.200 50.00 ug/L Me[hopren ............. <nloc.......... ................. ... < 0.200 50.00 ugL Sumithrin..... < 0.200 50.00 ug/LResmethrin......... .............. . < 0.200 50.00 u4/L Dichlorbenil < 0.200 50.00 ug/L 0.200 50.00 ug/L �ESULTS CONTINUED ON NEXT PAGE. .. . SUFFOLK COUNTY DEPAATMZW OP SEALTR SRRVICES - WATIR ANALYSIS urveyor: SUFFOLK COUNTY WATER AUTHORITY Inspection No.: PW00-0646 ocation: Mill Lane Wellfield Fed. ID 6: 5110526 Sample Date: 30/11/00 Sample Location: USGS - RAW WATER TAP treatment: NONE Well Name: Mill Lane, Well M1 Field No.: 100-426-00-30-11 Well No.: 5-103522 o[es: <' symbol means -less than- indicating D4 detection. mg/L = milligrams symbol means level found exceeds the maximum contaminant level g per liter; ug/L = micrograms per liter. Moderately restricted sodium diet should not exceed 270 m (MCL) or action level for lead and copper. �he MCL for nickel is a g/L. Severely restricted should not exceed 20 mg/L. proposed limit. Any MCL's not shown below have not been established. Result MSS. RESULTS CONTINUED FROM PRECEDING PAGE Result Mil. _--- Results for Sample Group: VOLATILE ORGANICS analyzed hlorodifluoromethane..... . y by Suffolk County Department of Health Services . . < 0.500 5.00 ug/L ter[-Amyl-Ethyl-Ether..... .... ichlorodifluoromethane.... ....... < 0.500 5.00 ug/L Benzene........... .... .... ........ < 0.500 50.00 ug/L hloroethane........... < 0.500 5.00 ug/L Toluene... ... < 0.500 5.00 ug/L Bromomethane........ . ............. < 0.500 5.00 ug/L Chlorobenzene..................... < 0.500 5.00 ug/L Chloromethane..................... < 0.500 5.00 ug/L Ethylbenzene................ ...... < 0.500 5.00 ug/L richlorofluoromethane....... ..... < 0.500 5.00 ug/L o-Xylene.. ......... inyl Chloride... ...... .... ....... < 0.500 2.00 ug/L m-Xylene............ < 0.500 5.00 ug/L ethylene Chloride.. . ............. < 0.500 5.00 u /L ......••.. < 0.500 5.00 ug/L 1,1 Dichloroethane..... .... .... ... < g P-Xylene.... ....................._ < 0.500 5.00 ug/L 0.500 5.00 ug/L Total Xylenes. ................... < 0.500 5.00 ug/L trans 3,2 Dichloroe[hene.......... < 0.500 5.00 ug/L 2-Chlorotoluene................... < 0.500 5.00 ug/L hloroform....... ...... ........... = 2.000 80.00 ug/L 3-Chlorotoluene................... < 0.500 5.00 ug/L 2 Dichloroethane... ............. < 0.500 5.00 ug/L 4-Chlorotoluene....... ,1,1 Trichloroethane............. < 0.500 5.00 ug/L T. Chlorotoluene.. ........ . . < 0.500 5.00 ug/L arbon Tetrachloride. ........ ..... < 0.500 5.00 ug/L 1,3,5 Trime[hylbenzene........ .. .. < 0.500 5.00 ug/L 1-2 Dich2-Chloroethane......... ... < 0.500 5.00 ug/L 1,2,4 Trimethylbenzene............ < 0.500 5.00 ug/L 2 Dichloropropane. ... ... . .. ..... 0.500 5.00 ug/L < 0.500 5.00 ug/L m,p-Dichlorobenzene.. .. .. < 0.500 5.00 ug/L richloroethene...... .. .... < 0.500 5.00 ug/L 1,2 Dichlorobenzene hl orodibromomethane......... ..... < 0.500 80.00 u /Lene (o')"*'*'** < 0.500 5.00 ug/L -Bromo-l-Chloropropane.... ....... < 0.500 5.00 ug/L 11,2i4c5yTetramethylbenzene........ < 0.500 5.00 ug/L .... . Bromoform.............. ........... < Ug/L < 0.500 5.00 ug/L Tetrachloroethene................. < 0.500 85.00 ug/L 1,2,3 Trichlorobenzene...... ...... < 0.500 5.00 ug/L 0.500 5.00 ug/L is-1,2-D...... ..... . .. .... ....... < 0.500 5.00 ug/L Ethenylbenzene (Styrene).. ...... .. reon 113...... ..... . ........ ..... < 0.500 5.00 ug/L 1-Methylethylbenzene...... ... ..... < 0.500 5.00 ug/L 0.500 5.00 ug/L ibromomethane. ...... .. .... ....... < 0.500 5.00 ug/L n-Propylbenzene zee ...... ........ < 1,1 Dichloropropene.... ...... .... . < 0.500 5.00 ug/L [err-Butylbenzene. ... 0.500 5.00 ug/L 0.500 5.00 ug/L 1,1 Dichloroethene.. . .. .... ... . ... < 0.500 5.00 ug/L sec-Butylbenzene.................. < 0.500 5.00 ug/L romodichloromethane. ........ ..... < 0.500 80.00 ug/L Isopropyltoluene (p-Cymene)....... < 0.500 5.00 u /L 3 Dichloropropene....... . .. ..... < 0.500 5.00 u /L n-Bu[ylbenzene... (P-Cy _ ug /L < 0.500 5.00 ug/L Hexachlorobu[adiene... ....... . .. .. < 0.500 5.00 ug/L rans-1,3-Dichloropropene. . ....... < 0.500 5.00 ug/L Methyl-Tert-But 1-Ether MTBE < 0.500 5.00 ug/L 1,1,2 Trichloroethane..... ... .... . < 0.500 5.00 ug/L Naphthalene....Y........(....).... < 0.500 50.00 ug/L 0.500 50.00 ug/L 1,1,2 Tetrachloroethane.. ....... < 0.500 5.00 ug/L 1,4-Dichlorobutane...... ...... < ,1,2,2-Tetrachloroethane......... < 0.500 5.00 ug/L Methyl Sulfide.... ... ............. < 0.500 5.00 ug/L ,2,3 Trichloropropaneane. . . .... .... ... < 0.500 5.00 ug/L Dimethyldisulfide... ...... ...... .. < 0.500 50.00 ug/L 0.500 50.00 Ug/L ,2 Dichloropproppaanee 0.500 5.00 u0.500 5.00 g/L Zromobenzene...... ... ....... ..... < 0.500 5.00 ug/L 1,3 Dichloro ro Bromochlo rome[bane.. . ..... ... . .... < 0.500 5.00 ug/L Tetrahydrofurtan(.. ... ... < 20.000 50.00 ug/L ler t-Butyl-Ethyl-Ether..... .... . .. < 0.500 50.00 ug/L 20.000 50.00 ug/L SUFFOLK COUNTY DRPARTHENT OF HEALTH SRRVICRS - NATRR ADALYSIS urveyor: SUFFOLK COUNTY WATER AUTHORITY Inspection No.: PWOO-0409 Location: Mill Lane Wellfield Sample Date: O6/OB/00 Fed. ID R: 5110526 Sample Location: WELL Int: NONE Well Name: Mill Lane, Well 41 Otes: Field No. : 607-468-00-06-08 Well No.: S-103522 ores: <• symbol means 'less Chan- indicating D9 detection. mg/L = milligrams per liter; uel for lead and copper. 9/L = micrograms per liter. •' symbol means level found exceeds the maximum contaminant level (MCL) or action lev Moderately restricted sodium diet should not exceed 270 mg/L. c i. r lv restricted should not exceed 20 mg/L. he MCL for nickel is a proposed limit. Any MCL's not shown below have not been established. I Result MQL Result tirm _==== Results for Sample Group: ALDICARB PESTICIDES analyzed by Suffolk County Department of Health Services =_--_------_-_-_ otal Aldicarb (calc) ...... ....... < 0.000 7.00 ug/L Oxamyl...................... .... .. < 0.500 50.00 ug/L ldicarb.....oxide.... ... ...... ... < 0.500 ug/L Carbaryl........ ... ldicarb-Sulfoxi de. ...... ......... < 0.500 ""-" ` 0.500 50.00 ug/L ldicarb-Sulfone. .......... ....... < 0.500 ug/L 1-Naphthol.................. .... .. < 0.500 ug/L Carbofuran............... ......... < 9/ Methomyl........ .............. ... < 0.500 50.00 ug/L H dro 0.500 40.00 ug/L Propoxur (Baygon < ........... - y xycarbofuran...... .. ....... < 0.500 50.00 ug/L Methlocarb.......... " " 0.500 50.00 ug/L -- �� < 0.500 50.00 ug/L ==== Results for Sample Group: BACTERIOLOGICAL analyzed by Suffolk County Department of Health Services -- Coli.. .......... ..... ..... .... ... < ABSENT ABSENT EColi........... .............. .... < ABSENT ABSENT 5555= Results for Sample Group: CHLORINATED PESTICIDESanalyzed by Suffolk County Department of Health Services 1Pha-BHC.. ........... ... ......... < 0.200 0.20 ug/L 4,4-DDD. .......... eta-BHC......... .... . .......... < 0.200 0.20 ug/L 4,4-DDT.......... < 0.200 50.00 u9/L amnia-BHC (Lindane) ... ... ..... . ... < 0.200 0.20 ug/L Endrin.... ......... < 0.200 50.00 ug/L .......... . .. .... delta-BHC.......... ............... < 0.200 0.20 ug/L Endrin aldehyde. .. ........ .... .. 0.200 2.00 ug/L Heptachlor............ ... .. .... ... < 0.200 0.40 ug/L Chlordane..................... .. .. < 0.000.200 50-00 ug/L 2.00 ug/L ep[achlor epoxide....... .... . .... < 0.200 0.20 ug/L Alachlor...... ldrin........... .. ... ..... .... ... < 0.200 50.00 ug/L Methoxychlor. .... ...... .... .""" < 0.500 2.00 ug/L ieldrin....... xychlor.... ................. < 0.500 90.00 ug/L •... ... ............ < 0.200 50.00 ug/L Endosulfan II............... .. .. .. < 0.200 2.00 ug/L Dndosulfan I..... .. ... ..... .... ... < 0.200 2.00 ug/L Endosulfan Sulfate..... ........... < 0.200 50.00 ug/L acthal.................. ......... < 0.200 50.00 ug/L 1,2-dibromoethane............... .. < 0.020 0.05 ug/L 4,4-DDE.. ........ ................ . < 0.200 50.00 ug/L 1,2-dibromo-3-dichloropropane... .. < 0.020 0.20 ug/L 5555 Results for Sample Group: DACTHAL PESTICIDES analyzed by Suffolk County Department of Health Services onomethyltetrachlorotereph[halate < 10.000 50.00 ug/L Tetrachloroterephthalic acid.... .. < 10.000 50.00 ug/L 5550 Results for Sample Group: HERBICIDE METABOLITES analyzed by Suffolk County Department of Health Services _ idealkylatrazine (G-28273) ...... . < 0.800 50.00 ug/L Metolachlor OA (CGA-51202).. .. .. .. < 0.300 50.00 ug/L eisopropylatrazine (G-28279)..... < 0.200 50.00 ug/L Metolachlor ESA (CGA-354743) .... .. < 0.300 50.00 ug/L esethylatrazine (G-30033)... .... . < 0.400 50.00 ug/L Metolachlor metabolite (CGA-41638) < 0.300 50.00 ug/L midacloprid.. ... .......... ....... < 0.200 50.00 ug/L Metolachlor metabolite (CGA-40172) < 0.300 50.00 ug/L Alachlor OA (Oxanilic Acid).. ..... < 0.400 50.00 ug/L Metolachlor metabolite (CGA-67125) < 0.300 50.00 ug/L lachlor ESA (Sulfonic Acid)... ... < 0.200 50.00 ug/L 2-HydroxyAtrazine (G-34048)..... .. < 0.300 50.00 ug/L e tolachlor metabolite (CGA-37735) < 0.200 50.00 ug/L __== Results for Sample Group: METALS analyzed by Suffolk County Department of Health Services AlSilver (Ag)... ... .. ... ... .... .... . < 5.000 100.00 ug/L Nickel (Ni).. ... .... ... ... ...... .. = 2.000 100-00 ug/L uminum (Al)............ ...... ... = 65.500 ug/L Lead (Ph)........... rsenic (As) .. ..... ... ... .... .... . < 2.000 50.00 ug/L Antimony ........ .... " - 5.730 15.00 ug/L arium (Ba) ..... ... ... .. Y (Sb) ..... .. ... ....... .... < 1.000 6.00 ug/L 56.500 2000.00 ug/L Selenium (Se)..... ... eryllium (Be) .... . ... ... ... . ..... < 1.000 4.00 u L """"�- < 2.000 50.00 ug/L Cadmium (Cd).. ... .. 9 Thorium (Th)..... ... ... ... . ....... < 1.000 ug/L 1.000 5.00 ug/L Titanium (111............ .. . .... .. = 1.060 Cobalt (Co) ... ... .. ... ... . ... .... . < 1.000 ug/L Thallium (T1)..... ................ < 1.060 2.00 ug/L hromfum (Cr).... .. ... . ...... .. ... = 4.770 100.00 ug/L Vanadium (V).................... .. = 1.240 oPPer (CU)... ..... ...... .... ..... = 40.500 1300.00 ug/L zinc (Zn)... ...... .. .. _ ug/L ercury (H(Ms) ....... .... < 0.400 2.00 ug/L Iron (Fe)...................... 292.000 5000.00 u9/L < 0.100 0.30 mg/L alybdenu (Mn) ..... ...... ........ . = 0.011 0.30 mg/L Iron + Manganese (Combined, Calc). 0.011 0.50 mg/L Molybdenum (Mo).. ...... ........ < 1.000 ug/L Sodium (Na)........ . .... .. 36.200 270.00 mg/L 5550 Results for Sample Group: RADIOLOGICAL analyzed by Suffolk County Department Of Health Services ri[ium............ ...... .... ..... 286.000 20000 pC/L U ___= Results for Sample Group: STANDARD INORGANICS analyzed by Suff PH-Lab... ..... ............... ..... Ilk County Department of Health Services = 6.200 su Ammonia (NH3-N).. ... .............. < __-5555 Pecific Conductivity-Lab...... ... = 365.000 um/cm Nitrite (NO2-N)................... < 0.020 mg/L hlOride (C1). ... .. ... ..... 0 020 1.00 Ig/L .. = 69.000 250.00 mg/L Nitrites + Nitrates (NO3-N)....... 2.900 10.00 m9/L ulfate (SO4).................. ... = 31.000 250.00 mg/L RESULTS CONTINUED ON NEXT PAGE.... SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES - NATER ANALYSIS rveyor: SUFFOLK COUNTY WATER AUTHORITY Inspection No.: PW00-0409 Fed. Location: Mill Lane Wellfield ID 9: 5110526Sample Date: 06/08/00 Sample Location: WELL Treatment: NONE Well Name: Mill Lane, Well M1 Field No.: 607-468-00-06-08 Well No.: 5-103522 9otes: <• symbol means 'less than' indicating no detection. mg/L = milligrams per liter; ug/L = micrograms per liter. " symbol means level found exceeds the maximum contaminant level (MCL) or action level for lead and copper. Moderately restricted sodium diet should not exceed 270 mg/L. Severely restricted should not exceed 20 mg/L. �he MCL for nickel is a proposed limit. Any MCL's not shown below have not been established. Result MCL Result MSr. RESULTS CONTINUED FROM PRECEDING PAGE -- Results for Sample Group: SEMI-VOLATILE ORGANICS analyzed by Suffolk County Department of Health Services exachlorocyclopentadiene.... . . ... < 1.000 50.00 ug/L Metolachlor......... ... ........... < 0.200 50.00 ug/L exachlo..benzene...... ...... ..... < 0.200 1.00 ug/L Dacthal......... .......... ........ < 0.200 50.00 ug/L Simazine....... ................... < 0.200 4.00 ug/L Butachlor......... .. < 0.200 50.00 ug/L Atrazine....... < 0.200 3.00 ug/L Bis(2-eth lh y exyl)adipate......... < 0.500 400.00 ug/L Total Triazines + Metabolites (Cal < 0.000 4.00 ug/L Bis(2-ethylhexyl)phthalate...... .. < 2.000 6.00 ug/L etzibuzin.......... ...... ..... ... < 0.200 50.00 ug/L Benzo(a)pyrene............ .... < 0.200 0.20 ug/L lachlor............. .. ...... ..... < 0.200 2.00 ug/L Bromacil.. ............. ... ...... .. c 0.500 ug/Lropachlor................ ........ < 0.200 u4/LP.Ome[on....... ..............Diazinon............ . ..... ..... < ........ . 00 ug/L Pentachlorobenzene.......... ...... < 0.500 u9/L 0.200 50.00 ug/L Metalaxyl............ .. ........... < 0.200 50.00 ug/L Disulfoton...... .... ... ... ....., c 0.500 50.00 ug/L ebuthiuron............ .. ......... < 0.500 50.00 ug/L Ethofumesate... ... .......... ...... < 0.200 50.00 u /L Set.chlor.......... .............. < 0.200 50.00 ug/L Chlo < 0.200 50.00 ug lathion...... ....... < 0.500 50.00 u /L rPYriphos....... ... ......... . g/L Isofenphos. ............ < 0.500 50.00 ug/L Benflu alin....... ...... < 0.200 50.00 ug/L uthrin ..... .. ...... .... < 0.500 50.00 ug/L Trifluzalin.......... ........ < 0.500 50.00 ug/L Chlorothalonil......... ... .... .... < 1.000 50.00 ug/L entachlor.nit..benzene... ........ < 0.200 50.00 ug/L Triadimefon. ... ... .... ...... ...... 0.200 50.00 ug/L inclozolin.... .. .............. ... < 0.500 50.00 ug/L Iodofenphos... .... .. .. endimethalin........ ... < 0.200 5.00 ug/L Permethrin.. ...... ....... g < 0.200 50.00 ug/L EPTC!IProdione...... ........... ........ < 0.500 50.00 u /L Terbufos < 0.200 50.00 ug/L < 0.200 50.00 ug/L Te rbacil........................ .. < 0.500 50.00 ug/L inoseb.............. .. ..... . . .... < 0.500 7.00 ug/L Disulfoton sulfone........ .. ...... < 0.200 50.00 ug/L anazine...... ... ..... .......... < 0.200 50.00 ug/L Kelthane...... . ..... .... < 0.500 50.00 ug/L 1 .......... .. .... ........ < 0.200 50.00 ug/L propamide.... ..... .......... .... < 0.200 50.00 ug/L Me[hoprene loc...... ... ........ .. ... ........ < 0.200 50.00 ug/L Sumithrin. .. ... ... ...... < 0.200 50.00 ug/L Resmethrin... .. ................... < 0.200 50.00 ug/L Dichl.rbenil...... .. ...... .... ... < 0.200 50.00 ug/L _--- Results for Sample Group: VOLATILE ORGANICS analyzed by Suffolk County Department of Health Services hlorodifluoromethane......... . ... < 0.500 5.00 ug/L tent-Amyl-Ethyl-Ether..... .. .. .. < 0.500 50.00 ug/L uhlorodifl... ........ ..... . ..... < 0.500 5.00 ug/L Benzene..... ... ... < 0.500 5.00 ug/L hlo..ethane... ........ ........ ... < 0.500 5.00 ug/L Toluene... .... . ... .. ....... ... .... < 0.500 5.00 ug/L Bromomethane..... ............ .. .. . < 0.500 5.00 ug/L Chlorobenzene..... .. ........ . .... . < 0.500 5.00 ug/L hloromethane........ .. ...... ..... < 0.500 5.00 ug/L Ethylbenzene.. .... .. .......... ... < 0.500 5.00 ug/L richlorofluoromethane............ < 0.500 5.00 ug/L o-Xylene. . ... ...... inyl Chloride....... ....... . ..... < 0.500 2.00 ug/L m-Xylene.... ...... .... ..... . < 0.500 5.00 ug/L ethylene Chloride..... ........... < 0.500 5.00 u /L ....... c 0.500 5.00 ug/L 1,1 Dichloroethane................ g P-Xylene.. ....... ... ...... .... .... < 0.500 5.00 ug/L < 0.500 5.00 ug/L Total Xylenes..................... < 0.500 5.00 ug/L trans 1,2 Dich. .....hene.......... < 0.500 5.00 ug/L 2-Chlorotoluene.. . ............ .... < 0.500 5.00 ug/L Moroform..... .......... ......... = 2.000 80.00 ug/L 3-Chlorotoluene....... .... ,2 Dichloroethane... ....... ...... < 0.500 5.00 ug/L 4-Chlorotoluene... .... ...... ...... < 0.500 5.00 ug/L ,1,1 Trichloroethane............. < 0.500 5.00 ug/L T. Chlorotoluene.... .. Carbon Tetrachloride........... ... < - ' 0.500 5.00 ugg/L 0.500 5.00 ug/L 1,3,5 Trimethylbenzene...... . ..... < 0.500 5.00 u /L 1-Bromo-2-Chloroethane. ... ........ < 0.500 5.00 ug/L 1,2,4 Trimethylbenzene............ < 0.500 5.00 ug/L 2 Dichloropropane...... ......... < 0.500 5.00 ug/L .,p-Dichlorobenzene. .. .... ........ richloroethene...... ........ ..... < 0.500 5.00 ug/L 1,2 Dichlorobenzene (o)..... ...,. < 0.500 5.00 ug/L hlorodibromomethane... ........... < 0.500 60.00 u /L . < 0.500 5.00 ug/L Bromo-l-Chloropropane............. g p-Diethylbenzene.... .......... .. .. < 0.500 5.00 ug/L < 0.500 5.00 ug/L 1,2,4,5 Tetramethylbenzene........ < 0.500 5.00 ug/L Bromoform... . ........ .. .... ....... < 0.500 80.00 ug/L 1,2,4 Trichlorobenzene........ .... < 0.500 5.00 ug/L etrachloroethene................. < 0.500 5.00 ug/L 1,2,3 Trichlorobenzene............ is-1,2-Dichloroethene. ........... < 0.500 5.00 ug/L Ethenylbenzene (Styrene).... ..... < 0.500 5.00 ug/L reon 113...................... < 0.500 5.00 ug/L 1-Methylethylbenzene.......... .... < 0.500 5.00 ug/L ibromomethane....... ........ ..... < 0.500 5.00 ug/L n-Propylbenzene... .......... ...... < 0.500 5.00 ug/L 1,1 Dichloropropen..... ........... < 0.500 5.00 ug/L tert-Butylbenzene... ............. . < 0.500 5.00 ug/L 1,1 Dichlorcethene............. ... < 0.500 5.00 ug/L sec-Butylbenzene........... ....... < 0.500 5.00 ug/L romodi chloromethane.............. < 0.500 80.00 ug/L Isopropyl[oluene (p-Cymene)....... < 0.500 5.00 ug/L ,3 di ............... < 0.500 5.00 ug/L n-Butylbenzeue............ is-1,3-Dichloropropene........... < 0.500 5.00 u /L ' 0.500 5.00 ug/L rans-l,3-Dichloro ro g Hexachlorobutadiene... ...... ...... < 0.500 5.00 ug/L p gene.. ....... < 0.500 5.00 ug/L Methyl-Tert-Butyl-Ether (MTBE) .... < 0.500 50.00 ug/L 1,1,2 Trichloroethane............. < 0.500 5.00 ug/L Naphthalene........... 1,1,1,2 Tetrachloroethane......... < 0.500 5.00 ug/L 1,4-Dichlorobutane................ < 0.500 50.00 ug/L 1,1,2,2-Tetrachloroethane......... < 0.500 5.00 u /L 0.500 5.00 ug/L 1,2,3 Trichloro ro U Methyl Sulfide.............. ...... < 0.500 50.00 ugg/L P Pane.....•.•..•_ < 0.500 5.00 ug/L Dimethyldisulfide............ --2,2 Dichloropropane.... .... ....... < 0.500 5.00 ug/L Bromobenzene........ ............ < 0.500 50.00 u /L 1,3 Dichloropropane............... < 0.500 5.00 u /L 2- ' 0.500 5.00 Ug/L Bromochloromethane......... . 9 Butan.ne (MER)...... ............ c 20.000 50.00 ug/L ...... < 0.500 5.00 ug/L Tetrahydrofuran................... < 20.000 50.00 ug/L art-Butyl-Ethyl-Ether............ < 0.500 50.00 ug/L WATER RESOURCES PublicWR0322 FE fi1 ill Lane, Well #2 111K7, "g .: z�a. Yzfn&o - �.'iF3�"k 3 C 3=77! CT ka LACIAL y�� se s ACTIUE � t CL2, LIME Seer ` r t se's` .�.�^ fi S SU77OLK COUNTY DRPARTbll ' OF RNALTR SRRVICRS - WATRR ANALYSIS Purveyor: SUFFOLK COUNTY WATER AUTHORITY Location: Mill Lane Wellfield Inspection No.: PW00-0909 Fed. ID Ie 5110526 Sample Location: WELL Sample Date: 06/08/00 Treatment: NONE Well Name: Mill Lane, Well 82 Field No.: 606-468-00-06-08 Well No.: 5-103523 otes: <• symbol means -less than' indicating n4 detection. mg/L = milligrams per liter; ug/L *' symbol means level found exceeds the maximum contaminant level (MCL) or action level fo= micrograms per liter. r lead and copper. ITModerately restricted sodium diet should not exceed 270 mg/L. Severely restricted should not exceed 20 mg/L. he MCL for nickel is a proposed limit. Any MCL's not shown below have not been established. $esult MQL Result fiCL ___= Results for Sample Group: ALDICARB PESTICIDES analyzed by Suffolk County Department of Health Services = Total Aldicarb (calc).......... ... < 0.000 7.00 u9/L Oxamyl.. .. ........ .... ...... .... .. < 0.500 50.00 ug/L ldicarb.. ......... .... .. ... .. < 0.500 ug/L Carbaryl.. ..... _ _ < 0.500 50.00 ug/L ldicarb-Sulfoxide.............. < 0.500 ug/L 1-Naphthol........ .. Aldicarb-S info..... ......... ... ... < 0.500 .. ...... .... .. < 0.500 ug/L Carbofuran........................ < 0.500 40.00 ug/L Propoxur (Ba.............. ........ < 0.500 50.00 ug/L 3-Hydroxycarbofuran............... < 0.500 50.00 u L YBon) ""............. < 0.500 50.00 ug/L 9/ Methiocarb................. ..... .. < 0.500 50.00 ug/L --- Results for Sample Group: BACTERIOLOGICAL.analyzed by Suffolk County Department of Health Services Loli.... ................ ... ... ... < ABSENT ABSENT EColi..... .. < ABSENT ABSENT Results for Sample Group: CHLORINATED PESTICIDES analyzed by Suffolk County Department of Health Services =_____----- lpha-BHC........ ............ < 0.200 0.20 ug/L 4,4-DDD... ... ----' .... . ................... .. < 0.200 50.00 ug/L to-BHC.. ......... ...... ... ...... < 0.200 0.20 ug/L 9,4-DDT................. alma-BHC (Lindane)...... ..... < 0.200 0.20 ug/L Endrin.. ............ ....... ... .... < 0.200 50.00 ug/L 0.200 2.00 ug/L el ta-BHC.... ...... ............... < 0.200 0.20 ug/L Endrin aldehyde.......... _ < Heptachlor........ < 0.200 0.40 ug/L Chlordane............... .... 0.200 50.00 ug/L Heptachlor epoxide............. 1.000 2.00 ug/L ... < 0.200 0.20 ug/L Alachlor.. ....... ............. .. .. < 0.500 2.00 ug/L ldrin......... .... ...... .. ... . .. . < 0.200 50.00 ug/L Methoxychlor.................. .. < ieldrin... ........ ............... < 0.200 50.00 ug/L Endosulfan II...... ... .... 0.500 40.00 ug/L ndosulfan I............. .. .... .. . < 0.200 2.00 ug/L Endosulfan Sulfate........ ........ < 0.200 2.00 ug/L Dacthal........................... < 0.200 50.00 ug/L 1,2-dibromoethane...... 0.200 50.00 ug/L 4,4-DDE.... .. ......... ............ < 0.200 50.00 ug/L 1,2-dibrroomo-3-dichloro < 0.020 0.05 ug/L p pane. .... < 0.020 0.20 ug/L Results for Sample Group: DACTHAL PESTICIDES analyzed by Suffolk County Department of Health Services onomethyltetrachloroterephthalate < 10.000 50.00 ug/L Tetrachloroterephthalic acid.... .. < 10.000 50.00 ug/L Results for Sample Group: HERBICIDE METABOLITES analyzed by Suffolk County Department of Health Services = _ r dealkylatrazine (G-28273).... .. . < 0.800 50.00 ug/L Metolachlor OA (CGA-51202 ersopropylatrazine (G-28279)..... < 0.200 50.00 ug/L Metolachlor ESA (CGA-354793).. .. .. < 0.300 50.00 ug/L esethylatrazine (G-30033)..... ... < 0.400 50.00 ug/L Metolachlor metabolite (CGA-41638) < 0.300 50.00 ug/L C���midacloprid......... .... .. ...... . < 0.200 50.00 ug/L Metolachlor metabolite (CGA-40172) < 0.300 50.00 ug/L Alachlor OA (Oxanilic Acid) .... ... < 0.400 50.00 ug/L Metolachlor metabolite (CGA-67125) < 0.300 50.00 ug/L VAlachlor ESA (Sulfonic Acid)... ... < 0.200 50.00 ug/L 2-HydroxyAtrazine (G-34048) .. . .. .. < .0.300 50.00 ug/L etolachlor metabolite (CGA-37735) < 0.200 50.00 ug/L Results for Sample Group: METALS analyzed by Suffolk County Department of Health Services Silver (Ag).............. .. ...... . < 5.000 100.00 ug/L Nickel (Ni)............. ...... .... = 2.960 100.00 ug/L Aluminum (Al) _......... ......... = 38.000 ug/L Lead (Pb). ............ ....... ... .. = 5.010 15.00 ug/L rsenic (As)... .......... ..... ... . < 2.000 50.00 ug/L Antimony (Sb)......... . . .. eryll (Ba).............. ... - 49.000 2000.00 ug/L Selenium (Se)............ < 1.000 6.00 ug/L < 2.000 50.00 u eryllium (B e). .......... .. ... ... . < 1.000 4.00 ug/L Thorium (Th).................... .. g/L admium (Cd)....... ... ... ...... ... < 1.000 5.00 ug/L Titanium (Ti)... . .. ........ .... .. .. < 1.000 "9/L Cobalt (Co).... ............ ....... < 1.000 ug/L Thallium (Tl)........... ..... ..... < 1.000 2.00 ug/L hromium (Cr) ...... ... ... ...... ... = 3.510 100.00 ug/L Vanadium (V).... ...... ... oPPer (Cu).... ... ... . = 67.200 1300.00 ug/L Zinc (Zn)... ....... < 1.000 ug/L .. .. . ercury (Hg)......... ...... < 0.900 2.00 ug/L Iron (Fe).......... ... .... = 189.000 5000.00 ug/L alybdenu ((No) ............ .. - 0.008 0.30 mg/L Iron - Manganese (Combined, Calc). = 0.008 0.50 mg/L Molybdenum (Mo).... . 0.100 0.30 Mg/L ..... ......... c 1.000 _ ug/L Sodium (Na)........... ......... . .. = 20.500 270.00 m9/L ---- Results for Sample Group: PERCHLORATE analyzed by Suffolk County Department of Health Services erchlorate.............. .. ...... . < 4.000 18.00 ug/L ____= Results for Sample Group: RADIOLOGICAL analyzed by Suffolk County Department of Health Tritium...... ...... ............... < 200.000 20000 pC/LServices =­ Results for Sample Group: STANDARD INORGANICS analyzed by Suffolk County Department of Health Services H-Lab..................... ....... = 6.100 su Ammonia (NH3-N)......... ..... ..... < 0.020 pecific Conductivity-Lab......... = 292.000 um/cm Nitrite (NO2-N)....... .......... .. < 0.020 1.00 mg/L SulfaChloride (C1).............. ...... - 39.000 250.00 mg/L Nitrites - Nitrates (NO3-N).. ..... = 4.500 10.00 mg/L te (504)...... .......... ..... = 33.000 250.00 mg/L -:ESULTS CONTINUED ON NEXT PAGE.... SUFFOLX COUNTY DEPARTMENT OF HEALTH SERVICES - WATER ANALYSIS Iurveyor: SUFFOLK COUNTY WATER AUTHORITY ocation: Mill Lane Wellfield Inspection No.: PW00-0409 Fed. ID #: 5110526 Sample Location: WELL Sample Date: 06/08/00 Treatment: NONE Well Name: Mill Lane, Well #2 Field No.: 606-468-00-06-08 Well No.: 5-103523 otes: e' symbol means 'less than" indicating DO detection. mg/L = milligrams per liter; ug/L = micrograms per liter. symbol means level found exceeds the maximum contaminant level (MCL) or action level for lead and copper. IModerately restricted sodium diet should not exceed 270 mg/L. Severely r 1 restricted should not exceed 20 mg/L. he MCL for nickel is a proposed limit. Any MCL's not shown below have not been established. Rasult MQL Result MCS. RESULTS CONTINUED FROM PRECEDING PAGE ---- Results for Sample Group: VOLATILE ORGANICS analyzed by Suffolk County Department of Health Services hlorodifluoromethane........ . ... . < 0.500 5.00 ug/L Cert- --- ichlorodifluoromethane........ ... < 0.500 5.00 u /L Benzelne -Ethyl-Ether......... .. .. < 0.500 50.00 ug/L hloroe[hane. .... . < 0.500 5.00 ug/L Toluene........... < 0.500 5.00 ug/L ... ........ . .. g ............ .... < 0.500 5.00 ug/L Bromomethane...... ..... ........ ... < 0.500 5.00 ug/L Chlorobenzene... ................ .. < 0.500 5.00 ug/L Chloromethane........ ......... ... . < 0.500 5.00 ug/L Ethylbenzene...... ........... richlorofluoromethane........ .... < 0.500 5.00 ug/L o-Xylene.............. . .•.. < 0.500 5.00 ug/L inyl Chloride.... ... ........ .... < 0.500 2.00 u /L m- ' •"..•..... < 0.500 5.00 ug/L ethylene Chloride... .. ......... .. < 0.500 5.00 ug/LXylene.......... ................ < 0.500 5.00 ug/L ,1 Dichloroethane... .... .... . .... < 0.500 5.00 ug/L TotaleXylenes........ 0.500 5.00 ug/L trans 1,2 Dichloroethene..... ..... < 0.500 5.00 ug/L 2-Chlorotoluene................. .. < 0-500 5.00 ug/L 0.500 5.00 ug/L hloroform... ..... ... .... .... ..... < 0.500 80.00 ug/L 3-Chlorotoluene... ................ < 0.500 5.00 ug/L 2 Dichloroethane............... . < 0.500 5.00 ug/L 4-Chlorotoluene............... ... < ,1,1 Trichloroethane............. < 0.500 5.00 u /L T. Chlorotoluene...... 0.500 5.00 ug/L arbors Tetrachloride......... . .. < 0.500 5.00 ug/L 1,3,5 Trimethylbenzene........ .... < 0.500 5.00 ug/L 1-Bromo-2-Chloroethane..... ....... < 0.500 5.00 ug/L 1,2,4 Trimethylbenzene. ........... < 0.500 5.00 ug/L 0.500 5.00 ug/L 1,2 Dfchloropropne.. ... .... .... ..... < 0.500 5.00 ug/L m,p-Dichlorobenzene............... < 0.500 5.00 ug/L rrchloroethene... ........ < 0.500 5.00 ug/L 1,2 Dichlorobenzene . . .. (o) ........... < 0.500 5.00 ug/L hlorodibromomethane. ...... .. . ... < 0.500 80.00 ug/L p-Diethylbenzene........... -Bromo-L-Chl..... ..... ..... .... .. < 0.500 5.00 ug/L 1,2,4,5 Tetramethylbenzene........ < 0.500 5.00 ug/L 0.500 5.00 ug/L Bromoform. ..then.. ....... ......... < 0.500 80.00 ug/L 1,2,4 Trichlorobenzene............ < 0.500 5.00 ug/L Tetrachloroethenen................ < 0.500 5.00 ug/L 1,2,3 Trichlorobenzene.......... .. < 0.500 5.00 ug/L 1s-1,2-Dichloroethene... .. ....... < 0.500 5.00 ug/L Ethenylbenzene (Styrene).......... < 0.500 5.00 ug/L reon 113...... ........... 0.500 5.00 u /L n-Methylethylbenzene.......... .. .. < 0.500 5.00 ug/L ibromo13 thane.... ... , 0.500 5.00 g ...' 4 Propylbenzene... .. .. ............ < 0.500 5.00 ug/L ,1 Dichloropropen. .. . .. . .... ... .. < 0.500 5.00 ug/Ltert-Butylbenzene... ....... ... .. .. < 0.500 5.00 ug/L 1,1 Dichloroethene... ...... ....... < 0.500 5.00 ug/L sec-Butylbenzene.. .... .. . ......... < 0.500 5.00 ug/L z3 Dichhloromethane.......... .... < 0.500 80.00 ug/L Isopropyltoluene (p-Cymene) ... .. .. < 0.500 5.00 ug/L 3 Dichloropropene........ ....... < 0.500 5.00 u /L n- is-1,3-Dichloropropene.. .. .. ... .. < 0.500 g eu[yl benzene........ .. .......... < 0.500 5.00 ug/L raps-l,3-Dichloropropene......... < 5.00 ug/L Hexachlorobutadiene........ ... .. .. < 0.500 5.00 ug/L 0.500 5.00 ug/L Methyl-Ter[-Butyl-Ether (MTBE).... < 0.500 50.00 ug/L 1,1,2 Trichloroethane........ ..... < 0.500 5.00 ug/L Naphthalene................ ... .... < 0.500 50.00 ug/L 1,1,1,2 Tetrachloroethane.. ....... < 0.500 5.00 ug/L 1,4-Dichlorobutane.. .. .. .......... < 0.500 5.00 ug/L 1,2,2-Tetrachloroethane.... ..... < 0.500 5.00 ug/L Methyl Sulfide...... .......... .... < 0.500 50.00 ug/L ,2,3 Trichloropropane..... ....... < 0.500 5.00 ug/L Dimethyldisulfide... .. .. . .2 Dichloropropane..... ... .. ..... < 0.500 5.00 ug/L eromobenzene........ ....... . .. .. .. < 0-500 50.00 ug/L ,3 Dichloropropane.. ............. < 0.500 5.00 ug/L 2-Butanone MEK 0.500 5.00 ug/L Bromochlo tome Chane... ... ..... ... < 0.500 ( ).... .. < 20.000 50.00 ug/L fert-Butyl-Ethyl-Ether....... ..... 5.00 ug/L Tetrahydrofuran..... ....... ... .. . . < 20.000 50.00 ug/L < 0.500 50.00 ug/L SUFFOLK COIH4TY DXFMTb1=T OF HKALTH SS ICES - WATKH ANALYSIS lrrveyor: SUFFOLK COUNTY WATER AUTHORITY Inspection No.: PW99-0017 Fed. ID 4: 5110526 ,ocation: Mill Lane Wellfield Sample Date: 12/15/98 ample Location: RAW WATER TAP Well Name: Mill Lane, Well 82 reatment: NONE Field No.: 154-426-98-12-15 Well No.: 5-103523 totes: symbol means -less than' indicating ng detection. mg/L = milligrams per liter; ug/L = micrograms per liter. symbol means level found exceeds the maximum contaminant level (MCL) or action level for lead and copper. loderately restricted sodium diet should not exceed 270 mg/L. Severely restricted should not exceed 20 mg/L. the MCL for nickel is a proposed limit. Any MCL's not shown below have not been established. Result dCSe Result �y ___= Results for Sample Group: ALDICARB PESTICIDES analyzed by Suffolk County Department of Health Services icarb ('otal rb...... . ........... ...... . < 0.000 7.00 ug/L oxamyl... ......... ............... . < 1.000 50.00 ug/L ldicarb.....oxide.... ..... ... . ... < 1.000 ug/L Carbaryl.... ...................... < 1.000 50.00 ug/L ldicarb-Sulfoxide. ... ..... .. . .... < 1.000 ug/L 1-Naphthol.. ........ .......... .... < 1.000 ug/L ,ldicarb-Sulfone... ... ... .. ... .... < 1.000 ug/L Methomyl. ... ...................... < 1.000 50.00 ug/L 'arbofuran........................ < 1.000 40.00 ug/L Propoxur (Baygon)................. < 1.000 50.00 ug/L -Hydroxycarbofuran........... .... < 1.000 50.00 ug/L Methiocarb........................ < 1.000 50.00 ug/L _--- Results for Sample Group: BACTERIOLOGICAL analyzed by Suffolk County Department of Health Services oli.. ............ ........ ....... < ABSENT ABSENT EColi.... ... .... ........... ....... < ABSENT ABSENT Results for Sample Group: CHLORINATED ACIDS analyzed by Suffolk County Department of Health Services cifluorfen................... .... < 0.500 ug/L 2,4-DB...... ...... ............ .... < 0.500 ug/L ntazon................. .. .. .... . < 0.500 ug/L 3,5-Dichlorobenzoic Acid.......... < 0.500 ug/L loramben. .............. ........ . < 0.500 ug/L 4-Nitrophenol..................... < 0.500 ug/L ,4-D.. ............ ...... .. ...... . < 0.500 50.00 ug/L Dinoseb.................... ... .... < 0.500 7.00 ug/L iicamba............... ..... ..... . . < 0.500 ug/L MCPA.............................. < 0.500 ug/L ichloroprop..... ....... ... .... . . . < 0.500 ug/L MCPP..... .................. . ...... < 0.500 ug/L icl.ram. .......... ... ..... ....... < 0.500 ug/L Pentachlorophenol........... ...... < 0.500 1.00 ug/L ,4,5-TP (SILVEX).. ... ... ..... . ... < 0.500 10.00 ug/L 2,4,5-T.. ... ...................... < 0.500 ug/L __== Results for Sample Group: CHLORINATED PESTICIDES analyzed by Suffolk County Department of Health Services _-- lpha-BHC.. .. ... ..... .... .. .. .... . < D.200 0.20 ug/L 4,4-DDD....................... .... < 0.200 50.00 ug/L ta-BHC.. . .......... ... .... . ... . . < 0.200 0.20 ug/L 4,4-DDT........................... < 0.200 50.00 ug/L C,; a-BHC (Lindane) ........ ..... . . < 0.200 0.20 ug/L Endrin............................ < 0.200 2.00 ug/L l ta-BHC.......... .. .... .. ... .. .. < 0.200 0.20 ug/L Endrin aldehyde. ...... ...... ...... < 0.200 50.00 ug/L eptachlor......... . .. . ......... .. < 0.200 0.40 ug/L Chlordane... .... ...... ..... . .. .... < 1.000 2.00 ug/L eptachlor epoxide. ... . .. .. .. ..... < 0.200 0.20 ug/L Alachlor........ .. ...... < 0.500 2.00 ug/L drin... .. .. ...... .. . ... .... ..... < 0.200 50.00 ug/L Methoxychlor.................. ... . < 0.500 40.00 ug/L eldrin... ............ .. .... . .. . . < 0.200 50.00 ug/L Endosul£an II..... ............ .... < 0.200 2.00 ug/L ' dosulfan I............... ..... .. < 0.200 2.00 u /L 1,2-dibromoethane................. < 0.020 0.05 ug/L acthal.................... ....... < 0.200 50.00 ug/L 1,2-dibromo-3-dichloropropane..... < 0.020 0.20 ug/L ,4-DDE.. ....... . ... ...... . ... . ... < 0.200 50.00 ug/L Results for Sample Group: DACTHAL PESTICIDES analyzed by Suffolk County Department of Health Services = nom ethyltetrachloroterephthalate < 10.000 50.00 ug/L Tetrachloroterephthalic acid.. ... . < 10.000 50.00 ug/L ---= Results for Sample Group: FIELD MEASUREMENTS analyzed by Suffolk County Department of Health Services h - Field......... ..... ... .. . . ... = 7.000 su Free Chlorine........... .... ...... = 1.120 mg/L --- Results for Sample Group: METALS analyzed by Suffolk County Department of Health Services 'lver (Ag) .. ... ..... ........ .... . < 5.000 100.00 ug/L Nickel (Ni) ............. ......... . = 1.630 100.00 ug/L luminum (Al) .............. .. ... . . = 9.300 ug/L Lead (Pb) ..... .... ........ .... ... . = 4.540 15.00 ug/L rsenic (As) ............... .... .. . < 2.000 50.00 ug/L Antimony (Sb) ....... .......... .... < 1.000 6.00 ug/L arium (Ba) ... ...... ... .... .. . ... . = 34.600 2000.00 ug/L Selenium (Se) ... ...... ............ < 2.000 50.00 ug/L ryllium (Be).. ...... . .. .. .. . ... . < 1.000 4.00 ug/L Thorium (Th) .... .................. < 1.000 ug/L dmium (Cd). .. . ......... .. ..... . . < 1.000 5.00 ug/L Titanium (Ti)... .................. < 1.000 ug/L balt (Co)................ ....... < 1.000 ug/L Thallium (T1)................. .... < 1.000 2.00 ug/L hromium (Cr)........ .......... . .. = 1.940 100.00 ug/L Vanadium (v)...... ............ .... < 1.000 ug/L upper (Cu) ............ ........... = 29.400 1300.00 ug/L Zinc (Zn) ......................... < 50.000 5000.00 ug/L rnrcury (Hg).... ...... ............ < 0.400 2.00 ug/L Iron (Fe) ......................... < 0.100 0.30 mg/L ganese (Mn)........... ........ . = 0.002 0.30 mg/L Iron + Manganese (Combined, Calc). = 0.002 0.50 mg/L 6bblybdenum (Mo) .............. ... . . < 1.000 ug/L Sodium (Na) ............. .... ...... = 10.600 270.00 mg/L ___= Results for Sample Group: PERCHLORATE analyzed by Suffolk County Department of Health Services rchlorate............ ........... = 3.000 18.00 ug/L mg /L Results for Sample Group: STANDARD INORGANICS analyzed by Suffolk County Department of Health Services Lab. .. ...... ............ ....... = 6.200 so Ammonia (NH3-N)............. ...... < 0.020 m /L pecific Conductivity-Lab.. .... . .. = 198.000 um/cm Nitrite (NO2-N)................... < 0.020 1.00 mg/L hloride (Cl).......... ........... = 17.000 250.00 mg/L Nitrites + Nitrates (NO3-N)....... = 4.200 10.00 mg/L Nlfate (SO4) .......... ... ... ..... = 38.000 250.00 mg/L L=== Results for Sample Group: SEMI-VOLATILE ORGANICS analyzed by Suffolk County Department of Health Services exachlorocyclopentadiene......... < 0.500 50.00 ug/L Isofenphos........................ < 0.500 50.00 ug/L exachlor.benzene...... ........... < 0.200 1.00 ug/L Metolachlor....................... < 0.200 50.00 ug/L 'mazfne... ....................... < 0.200 4.00 ug/L Dacthal........... ............ .... < 0.200 50.00 ug/L razine... .................. ..... < 0.200 3.00 ug/L Butachlor..................... ... . < 0.200 50.00 ug/L tal Triazines + Metabolites (Cal < 0.000 4.00 ug/L Bis(2-ethylhexyl)adipate...... .... < 0.500 400.00 ug/L etribuzin. ............ ........... < 0.200 50.00 ug/L Bis(2-ethylhexyl)phthalate.. ...... < 2.000 6.00 ug/L lachlor... ............ ........... < 0.200 2.00 ug/L Benzo(a)pyrene.... ................ < 0.200 0.20 ug/L ropachlor......... ............ .. . < 0.200 ug/L Bromacil...... .................... < 0.500 ug/L 'azinon. .......... ............. .. < 0.200 ug/L Prometon........ .................. < 0.500 ug/L talaxyl.. ........ . ... .... ....... < 0.200 50.00 ug/L Pentachlorobenzene.... ........ .... < 0.200 50.00 ug/L ebuthiuron......... ... .... ... . ... < 0.500 50.00 ug/L Disulfoton. ..... ...... ........ .. .. < 0.500 50.00 ug/L cetochlor. ........... . ...... ..... < 0.200 50.00 ug/L Ethofumesate... ................... < 0.200 50.00 ug/L alathion............. ........... . < 0.500 50.00 ug/L Chlorpyriphos..... ...... .... ...... < 0.200 50.00 ug/L kSULTS CONTINUED ON NEXT PAGE.. .. it SUFFOLE COUNTY DZPARTM04T OF HEALTH SERVICES - NATER ANALYSIS rveyor: SUFFOLK COUNTY WATER AUTHORITY ,Pu Location: Mill Lane Wellfield Inspection No.; PW99-0017 Sample Location: RAW WATER TAP Sample Date: 12/15/98 Fed. ID q; 5110526 Treatment: NONE Well Name: Mill Lane, Well Y2 otos: Field No.: 154-426-98-12-15 Well No.: S-103523 symbol means 'less than' indicating DQ detection. mg/L = milligrams per liter; ug/L = micrograms per liter. symbol means level found exceeds the maximum contaminant level (MCL or action level for lead and co Moderately restricted sodium diet should not exceed 270 m ) 'The MCL for nickel is a proposed limit. An Ig/L. severely restricted should not exceed 20 Mg/L.Any not Result CL RESULTS CONTINUED FROM PRECEDING PAGE Result "C C--- Results for Sample Group: VOLATILE ORGANICS analyzed by Suffolk County Department Of Health Services = hlorodif luoromethane.... .. ....... < 0.500 5.00 ug/L ter[-Amyl-Ethyl-Ether......... .... < Dl chlorodifluoromethane.. .. ....... < hloroethane. ...... ... 0.500 5.00 ug/L Benzene... ... 0.500 50.00 ug/G Bromomethane 0.500 5.00 ug/L Toluene. .. ` 0.500 5.00 ug/L 0.500 5.00 ug/L Chlorobenzene......... ........ .... < 0.500 5.00 ug/L 0.500 5.00 Ug/L Chloromethane.... ................ . < 0.500 5.00 u /L Trichlorofluoromethane............ < 0 Ethylbenzese........ .. _ inyl Chloride... ............ 0.500 5.00 ug/L o-Xylene...... . .... ` 0.500 5.00 ug/L ethylene Chloride....... ........ . < 0.500 2.00 ug/L m_ .... < 0.500 5.00 ug/L 0.500 5.00 ug/L XYlene.......... ................ < 0.500 1,1 s 1,2 roe[hase.... ...., p-Xylene....... 5.00 ug/L .500 trans 1,2 Dichloroethene.......... < 0.500 5.00 ug/L Total Xylenes....... .............. 0.500 5.00 ug/L Chloroform....... ............ .... . < 5.00 ug/L 2-Chlorotoluene................. 0.500 5.00 ug/L 1,2 Dichloroethane... ... 0.500 80.00 ug/L 3-Chlorotoluene... .......... •' ` 0.500 5.00 ug/L 1,1,1 Trichloroethane............. < 0.500 5.00 a /L < 0.500 5.00 ug/L 9 4-Chloro[oluene. .... .. .. Carbon Tetrachloride... ........ .. . 0.500 5.00 ug/L T. Chlorotoluene......... ` 0.500 5.00 ug/L I-Bromo-2-Chloroethane.. ..... ... , _ a 0.500 5.00 ug/L 1,3,5 Trimethylbenzene..... . ...... < 0.500 5.00 ug/L 1,2 Dichloropropane.. . ... ........ . < 0.500 5.00 ug/L 1,2,4 Trimethylbenzene..........,, < 0.500 5.00 ug/L 0.500 5.00 ug/L m,p-Dichlorobenzene. ....... ...... 0.500 5.00 ug/L richloroe[hone.. .. .... ........ ... < 0.500 5.00 ug/L 1,2 Dichlorobenzene hlorodibromomethane.............. < 0.500 5.00 ug/L 2-BZOmO-l-Chloropropane.... .. .... . < 0.500 80.00 ug/L l01'....•. < 0.500 5.00 ug/L 0.500 5.00 u /L 1,2,4,hylbenzese........... < 0.500 5.00 ug/L Bromoform........... 9 1,2,9,5 Te[ramethylbenzene...... .. < Tettachloroe[hese.. ............... < 0.500 80.00 ug/L 1,2,4 Trichlorobenzene..........,, < 0.500 5.00 ug/L is-1.2-Di chloroe[hene........... . < 0.500 5.00 ug/L 1,2,3 Trichlorobenzene........ .... < 0.500 5.00 ug/L reon 113.... ............ . 0.500 5.00 ug/L Ethenylbenzene (Styrene).... ...... < 0.500 5.00 ug/L ibromomethane..... ... ... .. ...... . ` 0.500 5.00 ug/L 1-Methylethylbenzene.. ........,,.. < 0.500 5.00 ug/L 1,1 Dichloropropene........ .. .. ... ` 0.500 5.00 ug/L 0.500 5.00 ug/L < 0.500 n-Propyl benzene. ...... ... 1,1 Dichloroethene.. .... ..... 5.00 u /L . .. ..-. < 0.500 5.00 ug/L < 0.500 g ter[-Butylbeszene... .......... .... < 0.500 5.00 ug/L 5.00 u /L -nr3 Dichloroprethane.. ........... . < 0.500 80.00 u /L g sec-Butylbenzene............ !,3 Dichloropropene.. ...... .. 0.500 5.00 ug Isopropyl[oluene ...... ` 0.500 5.00 ug/L is-1,3-Dichloropropene.. ...... ... < g/L ..... ... .. . .... .. < 0.500 5.00 ug/L 0.500 n-Butylbenzene........ ... ..... .. -..rans-1.3-Dichloropropene...... ... < 0.500 5.00 ug/L Hexachlorobu tadiene. .. ... .. ... .. . < 0.500 5.00 ug/L 1,1,2 Trichloroethane...... ....... < 5.00 ug/L Methyl-Tert-Butyl-Ether (MTBE) ..., < 0.500 5.00 ug/L 1,1,1,2 Tetrachloroethane.. .. ... 0.500 5.00 ug/L Naphthalene... . ... ... 0.500 50.00 ug/L ',1,2,2-Tetrachloroethane.. ......, < 0.500 5.00 ug/L 1,4-Dichlorobutane.... ... .. ` 0.500 50.00 ug/L �.,2,3 Tzichloropropane. .. ......... < 0,5pp 5.00 u5-00 g/L Methyl Sulfide...... ..... ` 0.500 5.00 ug/L ',2 Dichloropropane.... . .. . . g Dimethyldisulfide... .. .... ` 0.500 50.00 ug/L 1,3 Dichloropropane..... ... .. ..... < 0.500 5.00 ug/L ........ < 0.500 50.00 ug/L 0.500 Bromobenzene.. ... ... . Bromochloromethane. .. . ..... .. 5.00 ug/L 2-Butanone (MEK)...... ' ` 0.500 5.00 ug/L ter[-Butyl-Ethyl-Ether.....,..,., _ 0.500 5.00 ug/L < 20.000 50.00 ug/L 0.500 50.00 ug/L Tetrahydrofuran....... ... ......... < 20.000 50.00 ug/L 0 i for HOMEOWNERS Wdh the recently reintroduced Color • Fantastic Appearance...Featuring the distinctive Color Tones" TOIteS "look-, (7rlglltal �mberlhne' �returns by resulting in a distinctive wood shake look accentuated by a unique random color pattern to its origins, and the design that made it the V-Selling architectural Shingle in • Sa er...Class A fire and wind rating from Underwriters AmeriLa oratories—the highest rating possible rando t otorpatt rns highly the ideal 0 Hi h Performance...Heavyweight desi n and strong choice color patterns snake it the ideal Micro weve°Core make it poular choice in the choice for discruninaling homeowners. 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MON(GRAB-DOUBLE 4-CLAPBOARD(ORA" • • • • • • • • • • • • •Y' � �: • • CEDAR BWRESSNINS•DWRRE r NARROW MWN NVMIlB • • • • ............................................................................................................... ............«»... ...................................... CEDM M@RESSKMW MNMN I V NAMDann SKAw • • • • *T CEDAR MWRESOMM DOUBLE r PERFECTION E1M1MllB • • • • • `� ............................................................................................................................................... .........................................................: a..a.. .r r......._ ........ C2GAE EWREEEGW DOUBLE r NAL/#OIBM NVMM • • • ♦ • E y w B1 SES$ S E ' i W 0 W O S i �aag7 0 USA Vinyl Chain Link Fence System "The Source"for your total perimeter fencing. Boundary is the name to use when ordering any fencing,whether It CLASS GAUGE CORE DIA. MM FINISHED MIN.WT.ZINC PVC BREAKING FINISH be chain link or decorative Iron railing. '005 DIA.m005 OZ/FC THICK. STRENGTH Every Step 1s Closely monitored to 2B I I GA .120 3.05 .135 0.30 .007 850 Fused Bonded achieve constant quality. Boundary 9GA .148 376 _162 0.30 .007 1290 Fused Bonded Provides you with Consulting Services to 6GA _192 4.88 .207 0.40 .007 2170 Fused Bonded help you with all your needs. All chain link Is available In heights from 2'to 12'. MESH SIZE AVAILABLE Finish Gauge: 10 GA Mesh Size- N/A N/A 1/2" 5/8" 3/4" 1" 1 1/4" 1 1/2" 1 3/4" 2" 3.43 mm Mesh Sim: 6.35 N/A 1290 15.88 1905. 254 31.75 38.10 445 50.8 8 GA Mesh Sue! N/A N/A 1/2" 5/8" 3/4" 1" 1 1/4" 1 1/2" 1 3/4" 2" Boundary fused bonded fabric Shall have 4.11 mm Mesb Size: N/A N/A 12.70 15.88 19.05 25-4 31.75 38.10 44.5 50.8 a PVC coating of 7 to 12 mils(.007"to .012")as per ASTM-F668 Class 2B. 5 GA Mesh Size: N/A N/A N/A N/A N/A 1" 1 1/4" 1 12" 1 3/4" 2" 5.26 mm Mesh Size: N/A N/A N/A N/A N/A 254 31.75 38.10 44.5 50.8 N/A=Not Available ENSOft GREEN CLN_ CHOCOLATE_ BLACK y ` 1II U.S.BLUE. RED GRAY WlIITE REDWOOD SAFETY YELLOW CUSTOM COLORS ON REQUEST FABRIC LINE POST WT TOP& WT END POST WT HEIGHT M W SPACING MM LB/FT KG/M BOTTOM RAIL MM LB/FI' KG/NI CORNER POST MM LB/FT KG/M 4' to 6' 1.22 to 1.83 2"OD 47.6 2.72 1.24 1 5/8"OD 41.3 2.27 1.03 2 1/2"OD 60.3 3.65 1.66 7' to 9' 2.13 to 2.74 2 1/2"OD 60.3 3.65 1.66 1 5/8"OD 41.3 2.27 1.03 3"OD 73.0 5.79 2.63 10' to 12' 3.05 to 3.66 3"OD 73.0 5.79 2.63 2"OD 47.6 2.72 1.24 4"OD I01.6 9.11 4.13 Over 12' 3.66 4"OD 101.6 9.11 4.13 2"OD 47.6 2.72 1.24 4"OD 101.6 9.11 4.13 .1 F i 1i3. l dd S?ti+, e=�d9 �.rl +41/Jif /•.1 +s ;r '- 9 JO"' - f� } (1 . X a...r ,se m i 9 k 4 i) 41 W 0 r YY I 1 � v p 0 a I\ I m ED V [S ' me � m h I it � U 'm I'.I h ® ED m t� ml m ILL] m 6 m n Im IT] l 0 im� � rn ID u �� 3� � w� Ell / �m m o \ mi''i +` C S Y µ33E .I1 o 0 T 'n h 1 w i III — ,�4s/ ; Ip b �r j ED II I LI II � m I� 'fir a I o ° M > mEil s v " I m e a SII � i F.zx g I -oe �A•� M &FCc e s es i 9 ®, _ Ellof `o w ILII IT U Ell u I IIl a i �( li Im 0 � ill iCI a U u a Lel irb�l ' I m ' ;m 6. m 0 Ell F�-TTS� U L:1'.1 m' g� il� �ml m lam ffl IEEEIm Ell �J m i u I m IIII I 4 I a - Y i � o £ $ S # Uc 11 4y�v"r6 e � -eFFE. ..K"25 1 I `of j1 iR ED � m o W lil \q a Ell ED n I. LI / ■� IIS m NI U ISI I mII cm 'ID mi m 6 � 6 � U N L ILII ®' W �J mV 4" mil IT Mal ml m 'Im L mI! CL} I® L ,m �r AGRI - BUSINESS CHILD DEVELOPMENT PHASE I SITE ASSESSMENT PROPOSED DAY CARE CENTER SITE MIDDLE ROAD (CR48) SOUTHOLD, NEW YORK MAY 2001 ewcoa uncR n sos(sn aro I) d1b DVIRKA AND BARTILUCCI CONSULTING ENGINEERS A DIVISION OF WILLIAM F. COSULICH ASSOCIATES, P.C. Dvirka • and Bartilucci CONSULTING ENGINEERS 330 Crossways Park Drive, Woodbury, New York, 11797-2015 ' 516-364-9890 • 718-460-3634 • Fax516-364-9045 e-mail. db-eng@worldnet.att.net Princioala Nicholas J e.aniwca.PE Henn, PE 7May 11, 2001 PomaomasF Matter PE J R°heh T Bums.P E Rx,nana M.N/alka Steven A.Fangmann PE Senior Associates Maggie Evans, Executive Director Anthony O Conena.P E DennisF Koehler.PE Agri-Business Child Development ' Joseph Mntihan° Kenn1576 State Street em J Pmmartl.P E T"en°ores Pytlar Jr Schenectady, NY 12304 AssopRe: Phase I Site Assessment Joseah Rudollph F Cannavale David A lass iso PE Proposed Day Care Center Site David S Glass,PE P J Wlfiam D Merklln.P E Middle Road (CR48) ' Micneel Neuberger PE Bnan M.Vann PE. Southold,New York CnanesJ Yvacnsmuh PE D&B No. 1905 Dear Ms. Evans: Enclosed please find two (2) copies of the document entitled: "Phase I Site Assessment Proposed Day Care Center Site ' Middle Road(CR48) Southold, New York" Based on the conclusions of the Phase I Site Assessment process, we recommend that a limited soil and groundwater sampling program be conducted to establish existing baseline conditions at the site prior to the property transaction. The program would consist of the following: ' • One upgradient and two downgradient shallow groundwater monitoring wells are recommended with analysis of groundwater samples for herbicides, pesticides and priority pollutant metals. • Soil samples are recommended in the area of stained soil adjacent to the utility pole at the northeastern comer of the site (i.e., one boring advanced to 4 feet below grade with continuous sampling for STARS Table 2 compounds and PCBs), if it is determined that this utility pole is within close proximity to the site boundaries (the exact property boundaries could not be determined during the site inspection). A DIVISION OF WILLIAM F.COSULICH ASSOCIATES, PC J Dvirka and Bartilucci ' CONSULTING ENGINEERS Maggie Evans, Executive Director Page Two Agri-Business Child Development May 11, 2001 • Soil samples should also be collected from locations across the site in a grid pattern to evaluate for the presence of any residual agricultural chemicals (i.e., eight soil borings advanced to a depth of 10 feet with sampling of herbicides, pesticides and priority pollutant metals at 5-foot intervals). If you have any questions and/or comments, please do not hesitate to contact Mr. Richard P. Russell, P.E., or me at (516) 364-9890. Very truly yours, � --- Jjc'hard4M. Walka Vice President RM W/MB/all Enclosure cc: J. Matthews (Matthews and Matthews) F. Murphy (Century 21) R. Russell (D&B) ♦1905\RMWOILTR-OI.DOQR02) PHASE I SITE ASSESSMENT PROPOSED DAY CARE CENTER SITE MIDDLE ROAD (CR48) SOUTHOLD, NY 11958 I i ' Prepared for: AGRI-BUSINESS CHILD DEVELOPMENT 1576 STATE STREET SCHENECTADY,NEW YORK I _ Prepared by: DVIRKA AND BARTILUCCI CONSULTING ENGINEERS 330 CROSSWAYS PARK DRIVE WOODBURY, NEW YORK MAY 2001 ♦190"0419101.doc(R03) J PHASE I SITE ASSESSMENT PROPOSED DAY CARE CENTER SITE MIDDLE ROAD (CR48) SOUTHOLD,NY 11958 TABLE OF CONTENTS Section Title Page 1.0 INTRODUCTION.................................................................................................1 1.1 Project Background.....................................................................................1 1.2 Project Scope and Objective.......................................................................1 ' 2.0 PROPERTY DESCRIPTION..............................................................................1 2.1 Vicinity Description....................................................................................1 2.2 Site Description...........................................................................................3 2.3 Present Site Use..........................................................................................3 2.4 Past Site Use ..............................................................................................3 2.5 Adjacent Property Use(s)............................................................................3 = 3.0 RECORD REVIEW..............................................................................................4 3.1 Standard Historical Sources of Information................................................4 3.2 State and Federal Environmental Database Search.....................................6 4.0 SITE RECONNAISSANCE.................................................................................7 1 4.1 Observations ...............................................................................................7 4.2 Transformers...............................................................................................8 4.3 Chemical/Petroleum Storage ......................................................................8 _ 4.4 On-Site Indicators of Contamination..........................................................8 4.5 Off-Site Indicators of Contamination.........................................................8 5.0 CONCLUSIONS...................................................................................................9 M ♦1905W0419101.doc(R03) i J TABLE OF CONTENTS (continued) List of Appendices ' Aerial Photographs..............................................................................................................A HistoricalTopographic Maps .............................................................................................B ' State and Federal Environmental Database Search ............................................................C References...........................................................................................................................D List of Figures 2-1 Site Location Map....................................................................................................2 ♦1905\A0419101.doc(R03) 11 1.0 INTRODUCTION 1.1 Project Background The site under evaluation is located on the south side of Middle Road (CR48) in the Hamlet of Peconic, Town of Southold, Suffolk County, New York. The site is currently an unoccupied grass-covered field. Agri-Business Child Development retained Dvirka and ' Bartilucci Consulting Engineers (D&B) to undertake a Phase I Site Assessment of the property in support of a potential real estate transaction. The site is proposed to be redeveloped as a children's day care center by Agri-Business Child Development. This document presents the findings of the Phase I Site Assessment. 1.2 Project Scope and Objective The Phase I Site Assessment included a site inspection, a review of historical information j sources (i.e., aerial photographs and topographic maps) and state and federal environmental databases, and interviews with representatives of the real estate agency currently marketing the property (Century 21), the current occupant leasing the site (Briarcliff Sod), and the current owner of the property (Mr. Nick Aliano). The objective of the Phase I investigation was to identify potential areas of environmental concern in support of the potential real estate transaction of the property. 2.0 PROPERTY DESCRIPTION 2.1 Vicinity Description The site is located in a predominantly agricultural area. Surrounding land use includes 1 light residential and agricultural property to the north (north of Middle Road); a Long Island Rail Road right-of-way and vineyard to the south; a grass covered field area to the west; and a gasoline filling station, outdoor furniture fabricator, residential properties and a sand/gravel pit to the east. A site location map is presented in Figure 2-1. i ♦1905VA0419102.doc(R03) _1_ 1 0 0 a e°o 4o ° o� 'p OTO p t - y+ d ��tiORQO� 50 �6pp�� @COnic O 1 a'PO G _A� _b FOlt, SUBJECT SITE \� 25 11958 �5A c 25 2� /25te Scale 1" = 1000' Z 1999 DeLorr Street Atlas USA dbDvirka TWO PARCELS ON SOUTH SIDE OF MIDDLE ROAD(CR 48) and SOUTHOLD, NEW YORK Bartilucci SITE LOCATION MAP CONSULTING ENGINEERS A DIVISION OF WILL AM F.COSULICH ASSOCIATES-P.C- FIGURE 2-1 J 1 2.2 Site Description AD 1 The site is located on the south side of Middle Road (County Road 48) in the Hamlet of ' Peconic, Southold, New York. The site is comprised of two tax parcels (Section 074, Block 4, Lots 4.7 and 4.8) that are currently an unoccupied grass covered field. These two lots occupy a total of 4.6 acres. Based on a review of a USGS topographic map (dated 1956), elevation on-site is _ approximately 36 feet above mean sea level (msl). Based on a review of a Suffolk County water table elevation map, it is estimated that the depth to groundwater on-site is approximately 32 feet below grade, with regional flow to the northeast. 2.3 Present Site Use Based on interviews with representatives Century 21, Mr. Nick Aliano and Briarcliff Sod, as well as the findings of the site inspection, the site is currently operated as a sod farm. w 2.4 Past Site Use The following discussion is based on a review of historical sources of information, and interviews with Mr. Nick Aliano, and representatives of Century 21 and Briarcliff Sod. The property has a long established history of actively being utilized for agricultural purposes. The site has been utilized primarily as a sod farm for the past 10 to 15 years. Prior to this period of time, the site was utilized as a potato farm. It is believed that the historical use of the site as a potato farm dates.back to at least the early 1900s. 2.5 Adjacent Property Uses(s) Farmland and light residential development exists to the north of the site (north of Middle Road). A LIRR right-of-way and agricultural property exist south of the site. To the west of the site are additional, grass-covered lots (also reportedly owned by Mr. Nick Aliano and operated ♦1905�A0419102_doc(R03) 3- J by as sod farms by Briarcliff Sod). To the east and southeast there is an outdoor furniture fabricator. This facility contains a manufacturing shop and a display area, and numerous 1 stockpiles of wood scraps are staged adjacent to the southeast portion of the site under evaluation. A gasoline filling station is located further east of the site. 3.0 RECORD REVIEW 3.1 Standard Historical Sources of Information ' Standard historical sources of information reviewed include aerial photographs dated 1969, 1976, 1980 and 1994 (see Appendix A) and historical topographic maps dating from 1944 through 1970 (see Appendix B). Sanborn (fire insurance) maps were also researched; however, _ they do not exist for the subject area. Noteworthy findings of the historical information review are presented below. ■ Historical Topographic Maps i 1944 Topographic Map — Elevation on-site reported as approximately 40 feet above MSL — Long Island Rail Road (LIRR) right-of-way depicted along the south side of the site — Agricultural and undeveloped areas surrounding the site • 1956, 1958 Topographic Maps — Elevation on-site reported as approximately 36 feet above MSL — No other significant observations • 1956, 1970 Topographic Maps - No significant changes observed ♦19051A0419102.doc(R03) 4- IAerial Photographs 1969 Aerial Photograph ' — Site apparently being used as farm land — Trees and possible manmade structures adjacent to the east: side of the site — No structures visible on the site — Extensive agricultural development and light residential development in areas _ surrounding the site — Undeveloped wooded land observed farther north and northeast of the site • 1976 Aerial Photograph — Structure visible adjacent to southeast corner of the site ' — Possible irrigation well visible southwest of the site — Ten elongated structures (approximate 110-foot by 35-foot) observed ■ approximately 1/2 mile south-southeast of the site (possibly greenhouses) a — Sand mining operations observed approximately 1/3 miles southeast of the site — Surrounding areas still predominantly consist of agricultural development with light residential development • 1980 Aerial Photograph — No other significant changes observed — Sand mining facility southeast of the site appears to have diminished or ceased operation • 1994 Aerial Photograph — Sand mining operations to the southeast appears to have increased — Additional residential development observed to the north and northeast of the site — No other significant changes observed ♦1905\A0419102.doc(R03) -5- 3.2 State and Federal Environmental Database Search 1 A computer environmental database search of state and federal record sources for the site and surrounding areas was undertaken. This section presents a summary of the findings of the environmental database search. The detailed report is presented in Appendix C. Subject Proper The site under evaluation was not identified in any of the state and federal database evaluated. ■ ISurrounding Properties ' The following presents a summary of the number of mapped sites identified in the state and federal databases evaluated: ■ • Three NYSDEC SPILLS/Leaking Underground Storage Tank(LUST) sites. • One Petroleum Bulk Storage site. • One Resource Conservation and Recovery Act (RCRA) Generator and Transporter site. As indicated above, three mappable sites were identified on the NYSDEC SPILLS/Leaking Underground Storage Tank (LUST) database. A listing on this database indicates that an investigation of a spill or an underground storage tank is or has been conducted (typically due to a tank test failure). A recorded "Spill Closed Date" in the database indicates that the NYSDEC has ended its investigation and remediation of the spill (if any) has been performed to the satisfaction of the Department. Based upon a review of the database report, two of the three SPILLS/LUST sites have been closed. The remaining active spill site appears to be located approximately 310 feet north-northeast of the site (downgradient of the site with respect to the apparent northeastern direction of regional groundwater flow). According to the NYSDEC comments in the database, this spill was reportedly limited to approximately 2 gallons of ♦1905�.40419102.doc(R03) _�- J petroleum released from a tipped drum which was subsequently righted. As a result, it appears as though this site can be removed from consideration as a potential off-site source of contamination. One mappable facility was listed on the Petroleum Bulk Storage Facility database. It Ishould be noted that all facilities with a petroleum storage capacity of greater than 1,100 gallons appear in this database. As a result, the inclusion of a facility on this database does not indicate 1 that any release, spill or other violation has occurred. One mappable facility appeared on the RCRA Hazardous Waste! Generator/Transporter database. This site is listed as a "conditionally exempt small quantity generator." It should be noted that the inclusion of a facility on this database does not indicate that any violations or releases have occurred. Sites that could not be mapped by the preparers of the database report due to poor or inadequate addresses are contained in an "unmappable sites" summary in the database report. No conclusions can be made with respect to the potential impact these facilities/incidents may have on the subject property since their locations are undetermined. 4.0 SITE RECONNAISSANCE A site inspection was conducted on April 6, 2001. This section presents a summary of the findings of the site inspection. 4.1 Observations The site is located in a predominantly agricultural area on the south side of Middle Road (County Road 48). The topography on the site was generally flat and, with the exception of the southeast comer, the surface of the site was covered with grass. On the southeast corner of the site, grass cover was sparse and the presence of a "netting" material was observed on the ground 4 1905\A0419102.d0c(R03) _�_ surface. This netting appears to be in place for erosion control and to aid in re-establishing vegetation. A "test well' was also observed on the north side of the site. 1 4.2 Transformers 1 Pole-mounted transformers were observed west of the site on the south side of North Road. A pole-mounted transformer was also observed on the north side of the site. In addition, a utility pole with black staining on the lower portion of the pole and surrounding area at grade was observed adjacent to the northeast corner of the site. This staining is not inconsistent with indications of a previous "blown' transformer; however, a transformer was not observed on this pole. 4.3 Chemical/Petroleum Storage r Chemical and/or petroleum products were not observed being stored on the site at the time of the inspection. A petroleum storage tank, however, was observed to the west of the w southern portion of the site. This tank was apparently associated with a generator and irrigation well observed in the same area, and stained surficial soil was noted in this area. 4.4 Potential On-Site Indicators of Contamination Specific indicators of on-site environmental contamination (i.e., visible evidence of a release) were not observed during the April 6, 2001, inspection. However, the long established historic use of this site for agricultural purposes could be a source of environmental concern with regard to residual accumulations of herbicides, pesticides and other agricultural chemicals. 4.5 Potential Off-Site Sources of Contamination Current and historical uses of surrounding properties include neighboring farms, a gasoline filling station and an outdoor furniture fabricator located west of the site. The neighboring farms could have contributed to residual concentrations of herbicides, pesticides and ♦1905`A0419102.doc(R03) g- J Iother agricultural chemicals in the area. The gasoline filling station has the potential for AN petroleum-related impacts. However, this facility was not identified as having any active spill incidents in the environmental database search and, based on the results of the site inspection, there were no apparent visible signs of contamination. The outdoor furniture fabricator has the potential to utilize wood preservatives and stains on the products it manufactures on-site. 1 However, this facility was not identified on any of the environmental databases searched and, based on the results of the site inspection, there were no apparent visible signs of contamination. A review of aerial photographs indicated the historic presence of 10 elongated structures ■ south-southeast of the site. This site, however, did not appear on the environmental database search and it is presumed that these structures were greenhouses. Sand mining operations were also observed southeast of the site on historical aerial photographs. This site also did not appear on the environmental database report. Visible signs of contamination were observed off-site during the April 6, 2001, site ■ inspection. Stained soil was noted adjacent to a petroleum storage tank associated with a generator and irrigation well, as well as adjacent to an abandoned petroleum storage tank to the west of the southern portion of the site. Stained soil was also observed adjacent to a utility pole that appears to be in close proximity of the northeast corner of the site. In addition, three areas exhibiting disturbed, mounded topography were also observed on the property adjacent to the east side of the site. 5.0 CONCLUSIONS Based onthe findings of the Phase I Site Assessment, areas of environmental concern that appear to offer the potential to have adversely impacted the property include the following: • The possibility exists that the site has been impacted by residual concentrations of herbicides, pesticides and related constituents (i.e., arsenic) associated with the historical and current use of the site as a commercial farm. • The possibility exists that the northeast corner of the site contains residual PCB and petroleum contamination associated with the localized soil staining noted at the base 0 1905M419102.doc(R03) �- J of the utility pole. However, it should be noted that the exact property boundaries of the parcels being considered for acquisition could not be determined during the site inspection. The degree to which this localized staining could have impacted the subject property is dependent on its proximity to the northeast corner of the site. • To a lesser extent, the possibility exists that the site has been impacted by adjacent properties, including the gasoline filling station, the outdoor furniture fabricator and the historic use of the adjacent properties as commercial farms. ♦1905�A0419101doc(R03) -10- 1 APPENDIX A AERIAL PHOTOGRAPHS ■ ♦1905VA0419101.doc(R03) yh h L Yt.. i xt 4Y x -- - u i r� - tito a, IA £ + VIA # i t, - s � Y y f , , E 1969 M JI' ye p rT4t x tv K .k "3 S t, t a E d Z! r Y f� r s t � zr 9 y u J. { a y ar _ � d k ^ 5 " s e s -�4 1980 �L : 8" }y 3 i. !f W6 € a fi mei i 2l rte; E r� = 1994 1 1 APPENDIX B HISTORICAL TOPOGRAPHIC MAPS ■ ♦1905 Wo419lo1.doc(R03) S Pt f - Ne ., N° � sa d -.. � r"oped I i .gyro r.. Q Pecomc t� �3 V laughi Hog Ni -. z � 7 ,y r; I T ...[a.. n a - 122a Cady / l 1 a� 1 12 Hbrlan Pl • - i - ' 6 •E/ <o p13 , 12 27 s y ` Pin,Cr D� �c �SoutholCl, s/' (e� asmG1 F@FF lBM 2 i$ Y � ,E ,0 9 �� ,� )btf�� ��� I � r �• �V3i J / ,o „ lea /X ~ T vn 'u l g Neek y+-� gny < ` E f Fn .� £ �N 13 s °�. 's z L 1 T v. ILI — F: ) ' v G .. (i e, B ya came)u n » �SouthoId Pecovic O U n Ba gh n4 0 'Hog N'erk �' &R .. E Cv4hogue Cu4M1ogueSiz v, \ 9 i sh o I T 1 Cw hoCove yu¢ 1 An APPENDIX C STATE AND FEDERAL ENVIRONMENTAL DATABASE SEARCH ♦1905VA0419101.doc(R03) Toxics Targeting Computerized � p Environmental Report 1 Middle Rd(CR 48) 1 Southold, NY 11958 1 1 - March 23, 2001 1i �I Table of Contents Introduction............................................................................................................................. I • The Three Sections of Your Report •How to Use Your Report • Toxic Site Databases Analyzed In Your Report •Limitations Of the Information In Your Report 1 Section One: Your Report Summary......................................................................................... 5 • Table One. Number of Identified Toxic Sites By Distance Interval • Table Two. Identified Toxic Sites By Direction • Table Three: Identified Toxic Sites Ranked by Proximity • Table Four: Identified Toxic Sites By Category •Map One. One-Mile Radius Map •Map Two. Half-Mile Radius Map • ,Map Three: Quarter-Mile Radius Map 1 •Map Four: Quarter-Mile Radius Close-up Map ' Section Two: Toxic Site Profiles Section Three: Appendices • USEPA ERNS Check • Unmappable Sites •Hazardous Waste Codes •How Toxic Sites Are Mapped • Information Source Guide O Toxics Targeting, Inc. 2001 Ad a ■ Introduction Toxics Targeting has combined environmental database searches, extensive regulatory analysis 5 and sophisticated mapping techniques to produce your Computerized Environmental Report. It checks for the presence of 16 categories of government-reported toxic sites and provides detailed, up-to-date information on each identified site. The findings of your report are presented in an easy-to-understand ■ format that: 1. Maps the approximate locations of selected government-reported toxic sites identified on or near a specified target address. 2. Estimates the distance and direction between the target address and each identified toxic site. I3. Reports air and water permit non-compliance and other regulatory violations. 4. Profiles some aspects of the usage, manufacture, storage, handling, transport or disposal of toxic chemicals at individual sites. 5. Summarizes some potential health effect information and drinking water standards for selected chemicals reported at individual sites. The Three Sections Of Your Report The first section highlights your report's findings by summarizing identified sites according to: a) distance intervals, b) direction, c) proximity to the target address and d) individual site categories. In addition, the locations of all identified toxic sites are illustrated on individual maps for each radius search distance used in your report. Finally, a close-up map illustrates the locations of all identified toxic sites at the shortest radius search distance used in your report. The second section of your report contains Toxic Site Profiles that provide detailed information on each identified toxic site. The information in each Toxic Site Profile varies according to its source. Some toxic site categories have extensive information, some have limited information. All the information is updated on a regular basis. The third section of the report contains appendices that identify: 1) on-site spills reported to the national Emergency Response Notification System (ERNS), 2) various toxic sites that cannot be mapped due to incomplete or erroneous addresses or other mapping problems, 3) codes that characterize hazardous wastes reported at various facilities, 4) methods used to map toxic sites identified in your report and 5) information sources used in your report. How to Use Your Report • Check Table One to see the number of identified sites by distance intervals. • Check Table Two to see identified sites sorted by direction. • Check Table Three to see identified sites ranked by proximity to the target address. • Check Table Four to see identified sites sorted by site cateeories. • Refer to the various maps to see the locations of identified toxic sites. Refer to the Toxic Site Profile and Appendix sections for additional information. M 1 1 Toxic Site Databases Analyzed In Your Report y Search Radius One-Mile ® 1)New York Inactive Hazardous Waste Disposal Site Registry: a state listing of sites that can pose environmental or public health hazards requiring investigation or clean up. One-Mile 2) CERCLIS(Comprehensive Environmental Response, Compensation and Liability Information System): a federal listing of sites that can pose environmental or public health hazards requiring investigation or clean up. One-Mile 3)National Priority List for Federal Superfund Cleanup: a listing of sites known to pose environmental or health hazards that are being investigated or cleaned up under the Federal Superfund program. ' One-Mile 4)New York Hazardous Substance Disposal Site Draft Study: a ® state listing of sites contaminated with toxic substances that can pose environmental or public health hazards. These sites are not eligible for state clean up funding programs. One-Mile 5)New York Solid Waste Facilities Registry, including New York 1 City 1934 Sites: active and inactive landfills, incinerators, transfer stations or other solid waste management facilities. One-Mile ® 6)New York State Major Oil Storage Facilities: sites with more than a 400,000 gallon capacity for storing petroleum products. One-Mile 7)New York and Federal Hazardous Waste Treatment,Storage or Disposal Facilities: sites reported by the NYS manifest system and the USEPA's Resource Conservation and Recovery Act Information y System(RCRIS). Also includes the following databases: • RCRA violations: waste facilities with violations reported by the USEPA pursuant to the Resource Conservation and Recovery Act. • RCRIS corrective action activity(CORRACTS): waste facilities with RCRIS corrective action activity reported by the USEPA. Half-Mile 8a) Toxic Spills:active stationary source spills reported to state environmental authorities, including unremediated leaking underground storage tanks. Half-Mile 8b) Toxic Spills:closed stationary and non-stationary source spills reported to state environmental authorities, including remediated leaking underground _ storage tanks. Quarter-Mile 9)New York and Local Petroleum Bulk Storage Facilities: sites with more than an 1,100 gallon capacity for storing petroleum products. 2 Quarter-Mile 10)New York and Federal Hazardous Waste Generators and Transporters: sites reported by the NYS manifest system and the USEPA's Resource Conservation and Recovery Act Information System(RCRA). Also includes the following databases: • RCRA violations: waste facilities with violations reported by the USEPA pursuant to the Resource Conservation and Recovery Act , • RCRIS corrective action activity (CORRACIS): waste facilities with RCRIS corrective action activity reported by the USEPA. Quarter-Mile 1 1)New York Chemical Bulk Storage Facilities: Sites storing hazardous _ substances listed in 6 NYCRR Part 597 in aboveground tanks with capacities of 185 gallons or more and/or underground tanks of any size Quarter-Mile 12)New York Toxic Release Inventory Facilities: discharges of ■ selected toxic chemicals to air, land, water or treatment facilities. 1 Quarter-Mile 13) Federal Permit Compliance System Toxic Wastewater Discharges: permitted toxic wastewater discharges. Quarter-Mile 14)Air Discharges: Air pollution point sources monitored by U.S. EPA and/or state and local air regulatory agencies. r ' Quarter-Mile I i 15)Federal Civil Enforcement Docket civil judiciary cases filed on behalf of the U. S. Environmental Protection Agency by the Department of Justice. Property only 16)ERNS.Federal Emergency Response Notification System Spills: a listing of federally reported spills. 3 Limitations Of The Information In Your Report The information presented in your Computerized Environmental Report has been obtained from various local, state and federal government agencies. Please be aware that: 1) additional information on r individual sites may be available, 2) newly discovered sites are continually reported and 3) all map locations are approximate. As a result, this report is intended to be the FIRST STEP in the process of identifying and evaluating possible environmental threats to specific properties and can only serve as a guide for conducting on-site visits or additional, more detailed toxic hazard research. Toxics Targeting tries to ensure that the information in your report is presented accurately and with minimal alteration. The only systematic changes that are made correct obvious address errors in order to allow sites to be mapped. Any address changes that are made are noted in the map information section at the top of each corresponding Toxic Site Profile. Since the information presented in your report is not edited, please be aware that it can contain reporting errors or typographical mistakes made by the site owners/operators or government agencies that produced the information. Please be aware of some other limitations of the information in your report: I • 'The computerized map used by Toxics Targeting is the same one used by the U. S. Census. While the map is generally accurate, no map is perfect. In addition, Toxics Targeting's mapping methods estimate where toxic site addresses are located if the address is not specifically designated on the Census map. ;FOR THESE REASONS, ALL MAP LOCATIONS OF ADDRESSES AND REPORTED TOXIC SITES SHOULD BE CONSIDERED APPROXIMATE AND SHOULD BE VERIFIED BY ON-SITE VISITS; • UNDISCOVERED, UNREPORTED OR UNMAPPABLE TOXIC SITES MIGHT NOT BE IDENTIFIED BY THIS REPORTS CHECK OF 16 TOXIC SITE CATEGORIES. TOXIC SITES REPORTED IN OTHER GOVERNMENT DATABASES MIGHT ALSO EXIST. FOR THESE REASONS, YOUR REPORT MIGHT NOT IDENTIFY ALL THE TOXIC SITES THAT EXIST IN 'THE AREA IT SEARCHES; • The appendix of your report contains a listing of sites that could not be mapped due to incomplete or erroneous address information or other mapping problems. This listing includes unmappable toxic sites in zip code areas within one mile of the target address as well as toxic sites without zip codes reported in the _ same county. IF YOU WOULD LIKE INFORMATION ON ANY OF THE LISTED SITES, PLEASE CONTACT TOXICS TARGETING AND REFER TO THE SITE ID NUMBER. • Some toxic sites identified in your report may be classified as known hazards. Most of the toxic sites identified in your report involve potential hazards related to the on-site use, manufacture, handling, atorage, transport or disposal of toxic chemicals. Some of the toxic sites identified in your report may be the addresses of parties responsible for toxic sites located elsewhere. YOU SHOULD ONLY CONCLUDE THAT TOXIC HAZARDS ACTUALLY EXIST AT A SPECIFIC SITE WHEN GOVERNMENT AUTHORITIES MAKE THAT DETERMINATION OR WHEN THAT CONCLUSION IS FULLY DOCUMENTED BY THE FINDINGS OF AN APPROPRIATE SITE INVESTIGATION UNDERTAKEN BY LICENSED PROFESSIONALS; • Compass directions and distances are approximate. Compass directions are calculated from the subject property address to the mapped location of each identified toxic site. The compass direction does not ' necessarily refer to the closest property boundary of an identified toxic site. The compass direction also can vary substantially for toxic sites that are located very close to the subject property address. • The information presented in your report is a summary of the information that Toxics Targeting obtains from government agencies on reported toxic sites. YOU MAY BE ABLE TO OBTAIN ADDITIONAL INFORMATION ABOUT REPORTED SITES WITH THE FREEDOM OF INFORMATION REQUEST FORM LETTERS THAT ARE PROVIDED ON THE INSIDE OF THE BACK COVER. a 1 Section One: Report Summary • Table One: Number of Identified Toxic Sites By Distance Interval • Table Two: Identified Toxic Sites By Direction • Table Three: Identified Toxic Sites Ranked By Proximity • Table Four: Identified Toxic Sites By Category • Map One: One-Mile Radius Map • Map Two: Half-Mile Radius Map • Map Three: Quarter-Mile Radius Map • Map Four: Quarter-Mile Radius Close up Map 5 � = M = am ow r as mks M Wdm M Copyright 2001 Toxics Targeting, Inc. Middle Rd(CR 48) March 23, 2001 NUMBER OF IDENTIFIED SITES BY DISTANCE INTERVAL Site(s) Category Database Searched 0- 100 ft 100 ft- 1/8 mi 1/8 mi- 1/4 mi 1/4 mi- 1/2 mi 1/2 mi- 1 mi Totals --------------------------------------------' ------------------------------------------------------------' ' NYS Inactive Hazardous Waste Disposal Sites 0 0 0 0 0 0 CERCLIS Sites' 0 0 0 0 0 0 National Priority List Sites0 0 0 0 0 0 Hazardous Substance Waste Disposal Sites` 0 0 0 0 0 0 NYS Solid Waste Facilities' 0 0 0 0 0 0 NYS Major Oil Storage Facilities' 0 0 0 0 0 0 RCRA Hazardous Waste Treatment, Storage, Disposal Sites ' 0 0 0 0 0 0 NYS Toxic Spills(incl. Leaking Undrgrnd Storage Tanks) `" 0 1 1 1(0) Not searched 3(0) Local&Slate Petroleum Bulk Storage Sites"" 0 1 0 Not searched Not searched 1 RCRA Hazardous Waste Generators&Transporters""` 0 0 1 Not searched Not searched 1 NYS Chemical Bulk Storage Sites"" 0 0 0 Not searched Not searched 0 Toxic Release Inventory Sites (TRI)"' 0 0 0 Not searched Not searched 0 Permit Compliance System Toxic Wastewater Discharges'"' 0 0 0 Not searched Not searched 0 NYS Air Discharges"` 0 0 0 Not searched Not searched 0 Civil Enforcement Docket Facilities'"` 0 0 0 Not searched Not searched 0 ERNS (Onsite) ""` 0 Not searched Not searched Not searched Not searched 0 ----------------------"'------------------------------------------------------- ------' ----------- Distance Interval Totals 0 2 2 1(0) 0 5(0) Search Radius: ` 1 Mile Search Radius " 1/2 Mile Search Radius "" 1/4 Mile Search Radius ""' 1/8 Mile Search Radius ""' on-site only Numbers in( )indicate spills not mapped and profiled, and are found in the tables at the end of the active and closed spills sections. See these tables for a description of the parameters involved with identifying these spills. aft w Ir M "M mem r = so = WdaMWIMI M M Identified Toxic Sites by Direction Middle Rd(CR 48 Southold, NY 11958 'Compass directions can vary substantially for sites located very close to the subject property address. Sites less than 100 feet from subject property sorted by distance No sites found less than 100 feet from subject property ------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------ Sites between 100 ft and 660 ft from the subject property sorted by direction and distance Approximate Map Distance&Direction Toxic Site Id# Site Name Site Street From Property Category --____----_--_----------------------'__-----_---------------------_--_----_._ ----- '_----------------"- -----_------------------"- -,------___ 1 DAY PROPERTY RTE 48/PAULS ROAD 310 feet to the NNE Active Has Spill(Misc.Spill Cause) 4 MOBIL S/S 32400 RTE 48 MIDDLE RD 448 feet to the NE Petroleum Bulk Storage Site -------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- Sites equal to or greater than 660 ft from subject property sorted by direction and distance Approximate Map Distance&Direction Toxic Site Id# Site Name Site Street From Property Category -------------------------- '-----------------__----------------__-----------------_ _-_-------______--.-_-_ 3 CONSTELLATION BANK 34570 COUNTY ROAD 48 1170 feet to the NE Closed Status Spill(Misc. Spill Cause) 5 CORESTATES BANK-RESIDENCE 34570 COUNTY RD 48 1170 feet to the NE Hazardous Waste Generator/Transporter 2 PECONIC ELEM SCHOOL PECONIC LANE 2409 feet to the E Closed Status Tank Test Failure oft r on rp M as M do M 91111111111 a 1p M t M Identified Toxic Sites by Proximity Middle Rd(CR 48), Southold, NY 11958 Compass directions can vary substantially for sites located very close to the subject property address. Approximate Map Distance&Direction Toxic Site Id# Site Name Site Street From Property Category --_---________. - __---___ 1 DAY PROPERTY RTE 48/PAULS ROAD 310 feet to the NNE Active Haz Spill(Misc. Spill Cause) 4 MOBIL S/S 32400 RTE 48 MIDDLE RD 448 feet to the NE Petroleum Bulk Storage Site 3 CONSTELLATION BANK 34570 COUNTY ROAD 48 1170 feet to the NE Closed Status Spill(Misc. Spill Cause) 5 CORESTATES BANK-RESIDENCE 34570 COUNTY RD 48 1170 feet to the NE Hazardous Waste GeneratodTransporter 2 PECONIC ELEM SCHOOL PECONIC LANE 2409 feet to the E Closed Status Tank Test Failure Identified Toxic Sites by Category Middle Rd(CR 48 Southold, NY 11958 Compass directions can vary substantially for sites located very close to the subject property address. -' Active Haz Spills (Miscellaneous Spill Causes) MAP ID# FACILITY NAME FACILITY STREET DISTANCE&DIRECTION 1 DAY PROPERTY RTE 48/PAULS ROAD 310 feet to the NNE Closed Status Tank Test Failures MAP ID# FACILITY NAME FACILITY STREET DISTANCE&DIRECTION 2 PECONIC ELEM SCHOOL PECONIC LANE 2409 feet to the E Closed Status Spills (Miscellaneous Spill Causes) MAP ID# FACILITY NAME FACILITY STREET DISTANCE&DIRECTION 3 CONSTELLATION BANK 34570 COUNTY ROAD 48 1170 feet to the NE Petroleum Bulk Storage Sites MAP ID# FACILITY NAME FACILITY STREET DISTANCE&DIRECTION 4 MOBIL SIS 32400 RTE 48 MIDDLE RD 448 feet to the NE Hazardous Waste Generators, Transporters MAP ID# FACILITY NAME FACILITY STREET DISTANCE&DIRECTION 5 CORESTATES BANK-RESIDENCE 34570 COUNTY RD 48 1170 feet to the NE i 1 1 1 ■ t �■. �w w -,■. �' � � i �r FIs >• s i■� a� � � Toxics Targeting 1 Mile Radius Map Middle Rd CR 48� C ) Southold, NY 11958 N Yduq;a / s j 5 \ Suffolk County G \ NP ISMYSDEC Inactive Hazardous Waste Disposal Site Hazardous Waste Treater, r ® Storer,Disposer qad r MI �18) I Hazardous Substance Solid Waste eRd(CR ® Waste Disposal Site Facility r OMajor Oil Storage Facility JSite Location Waterbody Minor Roads Major — — CountyI� Roads Border Expressways Railroad Tracks 1 Mile — -• 1/2 Mile Radius Radius 1/4 Mile — 1/8 Mile Radius Radius 1 0 118 1/4 1/2 1 �■�. -.. � a a r a a �■. a �■r is a �. Toxics Targeting i - - --� 1/2 Mile Radius Map Middle Rd(CR 48) Southold, NY 11958 O �a, \ Suffolk County ' 2* ®MTBE Gasoline Additive Spill idle Rd(C d �� Hazardous � Material Spill I r r , I I � r 4 � �� I 1 Site Location ® Waterbody - \ Minor Roads s Major — — County Roads Border \ ! Expressways Railroad Tracks 1Mile - -• 1/2 Mile Radius Radius s - = 1/4 Mile — 1/8 Mile Radius Radius 1/2 0 1/16 1/8 1/4 1/2 MP ri r i M 41111111111111 Toxics Targeting 1/4 Mile Radius Map Middle Rd(CR 48) ✓s RniAhnld, NY 11958 IN 9 I W r � ° 5 d <� Suffolk County I u II Y Middle Rd CR 48 w Chemical Storage ® Hazardous Waste V Rd(CR Facility Generator,Transp n A Toxic Air li Vr Release Release u I Discharge 1--1 Docket Facility r u N Petroleum Bulk r Storage Facility / IIr/ q Site ��� M �' • Location Waterbody 9 i Minor Roads r r _ Major — — Counry i f Roads Border ® Expressways .-I I lroad Tracks ® �` facks s` ` !> 1 Mile — - Mile Ra Radius Radius w -i ""- e � - - 1/4 Mile — — 1/8 Mile Radius Radius 1l4 0 118 114 M Won rr r w a r = qP = i Toxics Targeting 1/4 Mile Closeup Map Middle Rd(CR 48) Rmithnlri, NV 'I'IQSR 9Of / W F d S Suffolk County \u + NPM ISYSDInactive Hazardous artlous Waste Disposal Site Y \ ® rer,Hazardous Waste Treater, ®MTBE Gasoline StoDisposer ' Additive Spill u • Hazardous Substance Solid Waste B \ Middle Rd(CR 48) ® Waste Disposal Site ' Facility' r n O Major Oil * Hazardous V Storage Facility ' Material Spill " e / Chemical Storage Hazard us Waste �1 r 0 Facility"' ® Ganerator,Transp. ' !+ 9 Toxic Air Release"' Release Wastewater ��--TT Civil Enforcement ♦ Discharge ul 1-1 Dake[Facility " Storage F Bulk /\ Storage Facility ' I Site + �" • Location Walerbody Minor + Roads + Major — — County O - Roads Border +Q she Expressways r Railroad Tracks I Mile _ _ Radius Radius e 1/4 Mile — — 1/8 Mile I Radius Radius 1 Mile Search Radius "112 M6e Search Radius 1/4 0 1/8 1/4 mwm � = i = 4= Section Two: Toxic Site Profiles The heading of each Toxic Site Profile refers to the site's map location and details: The facility name,address, city, state, and zip code(This information does not appear in the headings for Inactive Hazardous Waste Disposal Sites). Any changes that were made to a site's address in order to map its location. The site mapping method that was used(see How Sites are Located, at the end of this section for more information). Toric Site Profiles summarize information provided by site owners or operators and government agencies regarding various toxic chemical activities reported at each site, such as: Whether chemicals were stored, produced, transported, discharged or disposed of. • The name of chemicals and their Chemical Abstract Series(CAS)numbers; • The amount of chemicals and the units(gallons/pounds)the chemical was measured in. Whether the site or storage tanks at the site are currently active or inactive. • Special codes used by government agencies to regulate hazardous waste activities at some sites (A complete description of the codes follows the profiles section). For selected individual chemicals reported at various toxic sites, some potential health effect summary information appears below the site profile. Each potential health effect summary identifies chemicals by name and by Chemical Abstract Series(CAS) Number. An "x" under each potential health effect heading indicates positive toxicity testing results reported by the National Institute of Occupational Safety and Health's Registry of Toxic Effects of Chemical Substances (RTECS). Some chemicals(mostly appearing in profiles of Hazardous Waste facilities), are reported as mixtures, and RTECS health effect information is only available for individual chemicals. In addition, RTECS only provides information on approximately 100,000 common chemicals. Consequently, the absence of potential health effect sununary information for a particular chemical identified in a Toxic Site Profile does not necessarily mean that the chemical does not pose potential health effects. The Maximum Contaminant Level(MCL) in drinking water allowed for selected chemicals is also noted. In most cases, the only applicable MCL has been set by the p crr__t.�_ iwT n i� nn.�_�wwOnnu 6..., iviCA the federal "ta.^.dar'� 'f.. iefe is luted and is marlcrrt by ffi1 asterisk. IN York State Department GI 11 cauu tiv i oDvli). yr 11 lY i oLvu na not set an , �..� •� , Presented below are column headings that describe the health effect definitions used in RTECS and applicable New York State and federal drinking water standards. Reference sources for information presented in this section are also provided. ACUTE TOX: Acute Toxicity: Short-tern exposure to this chemical can cause lethal and non-lethal toxicity effects not included in the following four categories. TUMOR TOX: Tumorigenic Toxicity: The chemical can cause an increase in the incidence of tumors. MUfAG TOX: Mutagenic Toxicity: The chemical can cause genetic alterations that are passed from one generation to the next. Iml � Iml Im Ws MW = = = = = 7 = W = t i = M REPRO TOX: Reproductive toxicity: May signify one of the following effects: maternal effects, paternal effects, effects on fertility, effects on the embryo or fetus,specific developmental abnormalities, tumorigenic effects, or effects on the newborn (only positive reproductive effects data for mammalian species are referenced) IRRIT TOX: Primary Irritant: The chemical can cause eye or skin irritation MCL: Drinking Water Standard-Maximum Contaminant Level (MCL) listed under Drinking Water Supplies, 10 NYCRR Part 5, Subparts 1.51(f),(g), and (h) for NYDOH MCL's and under the Safe Drinking Water Act, 40 CFR 141, Subparts B and G, (* indicates value for total trihalomethanes) for federal MCL's. Reference Source for Toxicity Information: Registry of Toxic Effects of Chemical Substances (RTECS),NIOSH (on-line database); For further information, contact: NIOSH,4676 Columbia Parkway, Cincinnati, OH, 45226, 800/35-NIOSH. Reference Source for Drinking Water Standards: New York State Department of Health, Bureau of Toxic Substances Assessment, 2 University Place, Room 240, Albany, NY 12203, 518/458-6373. U.S. Environmental Protection Agency, Office of Drinking Water, 401 M St SW, Mailstop WH-556, Washington, DC, 20460, 202/260-5700. Inactive Hazardous Waste Disposal Site Classifications: I --Causing or presenting an imminent danger of causing irreversible or irreparable damage to the public health or the environment-- immediate action required; 2 -- Significant threat to the public health or environment-- action required; 3 __ Does....t present a cignincant threat-the en`J:rnmuent Cr.,iir,h� 6-1th __.� fines m.�a hi•Jl Fprr d, Does.....................6......,..... r..,,.... ..,,...... act..,.. ...,. .,_ ...,..... 4-- Site properly closed --requires continued management; 5 --Site properly closed, no evidence of present or potential adverse impact-- no further action required, 2a-- This temporary classification has been assigned to sites where there is inadequate data to assign them to the five classifications specified by law. D1, 2, 3 -- Delisted Site(l: hazardous waste not found; 2: remediated; 3: consolidated site or site incorrectly listed) W' GWW = m m = = 7 = qF = aw Copyright 2001 by Toxics Targeting, Inc March 23, 2001 Middle Rd(CR 48) Page 1 ' ' NO NPL/CERCLIS/INACTIVE HAZARDOUS WASTE DISPOSAL SITES IDENTIFIED WITHIN 1 MILE SEARCH RADIUS Copyright 2001 by Toxics Targeting, Inc March 23, 2001 Middle Rd(CR 48) page 2 * NO HAZARDOUS SUBSTANCE WASTE DISPOSAL SITES IDENTIFIED WITHIN 1 MILE SEARCH RADIUS Copyright 2001 by 'Poxics Targeting, Inc March 23, 2001 Middle Rd(CR 48) Page 3 * NO SOLID WASTE FACILITIES IDENTIFIED WITHIN 1 MILE SEARCH RADIUS + -----------_---------____————______________________ m = r = "m me = r m ` m 901 MOM sw r Copyright 2001 by Toxics Targeting, Inc March 23, 2001 Middle Rd(CR 48) Page 4 0, • NO OIL STORAGE FACILITIES LARGER THAN 400,000 GALLONS IDENTIFIED WITHIN 1 MILE SEARCH RADIUS ---------_--------- ------------------------------------------------------------------ --_'------- Copyright 2001 by Toxics Targeting, Inc March 23, 2001 Middle Rd(CR 48) Page 5 O • NO HAZARDOUS WASTE TREATMENT/STORAGR/DISPOSERS IDENTIFIED WITHIN THE I MILE SEARCH RADIUS . S M = = "M my M ON i = q= MOM mr M M Copyright 2001 by Toxics Targeting, Inc March 23, 2001 Middle Rd(CR 48) Page 6 HAZARDOUS MATERIAL SPILLS INTRODUCTION ------------- --—_ . . . _ - -- __.--------- - -- The ------- _ -_The Hazardous Material Spills in this section are divided into eight spill cause groupings. These include: Active Spills Section: Spills with incomplete paperwork that may or may not be cleaned up (See Date Cleanup Ceased) 1) Tank Failures 2) Tank Test Failures 3) Unknown Spill Cause or Other Spill Cause Hazardous Spills 4) Miscellanous Spill Causes: Equipment Failure, Human Error, Tank Overfill, Deliberate Spill, Traffic Accidents, Housekeeping, Abandoned Drum, and Vandalism. Closed Status Spills Section: Spills with completed paperwork that may or may not be cleaned up (See Date Cleanup Ceased) 5) Tank Failures 6) Tank Test Failures 7) Unknown Spill Cause or Other Spill Cause Hazardous Spills 8) Miscellanous Spill Causes: Equipment Failure, Human Error, Tank Overfill, Deliberate Spill, Traffic Accidents, Housekeeping, Abandoned Drum, and Vandalism. All spills within each spill cause category are presented in order of proximity to the subject site address. Please note that spills reported within 0.25 mile (or one-eighth mile in Manhattan) are mapped and profiled. Between 0.25 mile (or one-eighth mile in Manhattan) and 0.5 mile, only the following spills are mapped and profiled: * Tank Failures; * Tank Test Failures; * Unknown Spill Cause or Other Spill Cause; " Spills greater than 100 units of quantity; and * Spills reported in the NYSDEC Fall 1998 MTBE Survey. A table at the end of each section presents a listing of reported Miscellanous Spills with less than 100 units located between 0.25 mile (or one-eighth mile an Manhattan) and O.S mile. These spills are neither mapped nor profiled. fi = r = 4�m 1 = as = r = I= = • = I � r Copyright 2001 by Toxics Targeting, Tnc March 23, 2001 Middle Rd(CR 48) Page 7 --------------------------- ------------------------------------- �� NO ACTIVE TANK FAILURES IDENTIFIED WITHIN 1/2 MILE SEARCH RADIUS m ad m Am Copyright 2001 by Toxics Targeting, Inc March 23, 2001 Middle Rd(CR 48) Page 8 ----_______________________________________"--------------------_- �� NO ACTIVE TANK TEST FAILURES IDENTIFIED WITHIN 1/2 MILE SEARCH RADIUS ------------_-- ----------- -.- ------------------------------ --------- r = %m mv m mi m i = %m = •= mW r Copyright 2001 by Toxics Targeting, Inc March 23, 2001 Middle Rd(CR 48) Page 9 ___________________-__—_________________________ NO ACTIVE UNKNOWN CAUSE SPILLS AND OTHER CAUSE SPILLS IDENTIFIED WITHIN 1/2 MILE SEARCH RADIUS _- -------- _..________________ '______________________------------- ----------------------- - ._____ r■ m ftm wOm r m An m %m M •m MF M M M r Copyright 2001 by Toxics Targeting, Inc March 23, 2001 Middle Rd(CR 48) Page 10 ACTIVE HAZARDOUS SPILLS - MISC. SPILL CAUSES - EQUIPMENT FAILURE, HUMAN ERROR, TANK OVERFILL, DELIBERATE SPILL, TRAFFIC ACCIDENT, HOUSEKEEPING, ABANDONED DRUM, AND VANDALISM - IDENTIFIED WITHIN 112 MILE SEARCH RADIUS. All spills mapped and profiled within 1/4 Mile. Between 1/4 Mile and 1/2 Mile, spills reported to be greater than 100 units and spills reported in the NYSDEC Fall 1998 MTBE Survey are mapped and profiled. Spills reported to be less than 100 units are listed in a table at the end of this section. ---------- -- ----------- --- --------------------------------------------------------------------- * - Compass directions can vary substantially for sites located very close to the subject property address. Map Identification Number 1 DAY PROPERTY Spill Number: 0000463 Close Date: RTE 48/PAULS ROAD PECONIC, NY NO ZIP PROVIDED MAP LOCATION INFORMATION ADDRESS CHANGE INFORMATION Site location mapped by: MANUAL MAPPING (3) Revised street: MIDDLE RD / PAULS LA Approximate distance from property: 310 feet to the NNE Revised zip code: 11958 Source of Spill: PRIVATE DWELLING Spiller: BOB DAY (LANDLORD) Spiller Phone: (718) 625-4760 Notifier Type: AFFECTED PERSONS Notifier Name: Notifier Phone: Caller Name: Caller Agency: Caller Phone: DEC Investigator: RAYMOND Contact for more spill info: ECO GADOMSKI Contact Person Phone: (631) 444-0250 Spill Class: KNOWN RELEASE THAT CREATES POTENTIAL FOR FIRE OR HAZARD;DEC RESPONSE;WILLING RP;CORRECTIVE ACTION TAKEN __________________________________________________________________________________________________________________________________ . Spill Date Date Cleanup Ceased Cause of Spill Resource Affected Meets Cleanup Standards Penalty Recommended 04/11/2000 ABANDONED DRUM ON LAND NO NO _______________________________________________________________________________________________________________________________ _______ Material Material Quantity Unk Quantity Quantity Unk Quantity Spilled Class Spilled Units Spilled ? Recovered Units Recovered ? WASTE OIL PETROLEUM 2.000 GALLONS NO 0.000 GALLONS NO __________________________________________________________________________________________________________________________________. Caller Remarks: house is for sale relator found a 55 gallon drum at house that was on it's side approx 2 gallons had run out spill to area out side house unk what type of surface is affected ____________________________________________________________________ _ ________________________ DEC Investigator TELECON WITH GADOMSKI: DRUM ON PRIVATE PROPERTY HAS BEEN RIGHTED, UNK HOW LONG ITS BEEN THERE, REQUESTED HE Remarks: CALL BACK WITH ADDITIONAL INFOR, GADOMSKI GAVE OWNERS NAME, EXPLAINED THAT UNLESS IT IS AN EMERGENCY, WE DO NOT CLEANUP PRIVATE PROPERTY THE FOLLOWING ACTIVE SPILLS FOR THIS CATEGORY WERE REPORTED BETWEEN 1/4 MILE AND 1/2 MILE FROM THE SUBJECT ADDRESS. THESE SPILLS WERE REPORTED TO BE LESS THAN 100 UNITS IN QUANTITY AND CAUSED BY: EQUIPMENT FAILURE, HUMAN ERROR, TANK OVERFILL, DELIBERATE SPILL, TRAFFIC ACCIDENT, HOUSEKEEPING, ABANDONED DRUM, OR VANDALISM. THESE SPILLS ARE NEITHER MAPPED NOR PROFILED IN THIS REPORT. FACILITY ID FACILITY NAME STREET CITY No dropped spills found for this category m m m m � mm• r = M m4m MOM mErm M r Copyright 2001 by Toxics Targeting, Inc March 23, 2001 Middle Rd(CR 48) Page 11 w M m em one m i m i[ m %m s • m rr m i m 2m Copyright 2001 by Toxics Targeting, Inc March 23, 2001 Middle Rd(CR 48) Page 12 NO CLOSED STATUS TANK FAILURES IDENTIFIED WITHIN 1/2 MILE SEARCH RADIUS ■r r me M r M an w m • w sor m i man Copyright 2001 by Toxics Targeting, Inc March 23, 2001 Middle Rd(CR 48) Page 13 -------------------- -- CLOSED STATUS TANK TEST FAILURES IDENTIFIED WITHIN 1/2 MILE SEARCH RADIUS * - Compass directions can vary substantially for sites located very close to the subject property address. Map Identification Number 2 PECONIC ELEM SCHOOL Spill Number: 8710759 Close Date:06/19/1989 PECONIC LANE SOUTHOLD, NY NO ZIP PROVIDED MAP LOCATION INFORMATION ADDRESS CHANGE INFORMATION Site location mapped by: MANUAL MAPPING (3) Revised street: NO CHANGE Approximate distance from property: 2409 feet to the E Revised zip code: 11958 Source of Spill: OTHER NON COMM/INSTITUTIONAL Spiller: PECONIC ELEM SCHOOL Spiller Phone: Notifier Type: TANK TESTER Notifier Name: Notifier Phone: Caller Name: ANGELA GALLIPOLI Caller Agency: G&M DEGE Caller Phone: (516) 475-1450 DEC Investigator: GOERTZ FD Contact for more spill info: Contact Person Phone: Spill Date Date Cleanup Ceased Cause of Spill Resource Affected Meets Cleanup Standards Penalty Recommended 03/24/1988 06/19/1989 TANK TEST FAILURE GROUNDWATER UNKNOWN NO ___________________________________________________________________________________________________________________________________ __ - Material Material Quantity Unk Quantity Quantity Unk Quantity Spilled Class Spilled Units Spilled ? Recovered Units Recovered ? #2 FUEL OIL PETROLEUM 0.000 GALLONS NO 0.000 GALLONS NO _____________________________________________________________________________________________________________________________________ . Caller Remarks: SK FAILED PETROTITE SYSTEM TEST AS UNTESTABLE. DEGE WILL CALL DEC WHEN AUTHORIZED FOR FOLLOWUP ACTION. DEGE SCHEDULING "TANK ONLY" FOR 3/29/88 __________________________________________________________________________________________________________________________ DEC Investigator 06/16/89: TANK WAS REMOVED BY DEGE ON 6/19/89.NO CONTAMINATION WAS FOUND. Remarks: re = r w 41w me w ■r = as w %W w • sup m i w ON Copyright 2001 by Toxics Targeting, Inc March 23, 2001 Middle Rd(CR 48) Page 14 NO CLOSED STATUS UNKNOWN CAUSE SPILLS AND OTHER CAUSE SPILLS IDENTIFIED WITHIN 1/2 MILE SEARCH RADIUS mftr = 4�= swo m msm dff = %W M19M WW = i won Copyright 2001 by Toxics Targeting, Inc March 23, 2001 Middle Rd(CR 48) Page 15 CLOSED STATUS HAZARDOUS SPILLS - MISC. SPILL CAUSES - EQUIPMENT FAILURE, HUMAN ERROR, TANK OVERFILL, DELIBERATE SPILL, TRAFFIC ACCIDENT, HOUSEKEEPING, ABANDONED DRUM, AND VANDALISM - IDENTIFIED WITHIN 1/2 MILE SEARCH RADIUS. All spills mapped and profiled within 1/4 Mile. Between 1/4 Mile and 1/2 Mile, spills reported to be greater than 100 unite and spills reported in the NYSDEC Fall 1998 MTBE Survey are mapped and profiled. Spills reported to be less than 100 units are listed in a table at the end of this section. -------------------------------------------- -- ------------- -_ . _----___.---_ _ . ' - Compass directions can vary substantially for sites located very close to the subject property address. Map Identification Number 3 CONSTELLATION BANK Spill Number: 9314715 Close Date:01/31/1996 34570 COUNTY ROAD 48 PECONIC, NY NO ZIP PROVIDED MAP LOCATION INFORMATION ADDRESS CHANGE INFORMATION Site location mapped by: MANUAL MAPPING (5) Revised street: NO CHANGE Approximate distance from property: 1170 feet to the NE Revised zip code: UNKNOWN Source of Spill: PRIVATE DWELLING Spiller: CONSTELLATION BANK Spiller Phone: (908) 855-4919 Notifier Type: RESPONSIBLE PARTY Notifier Name: Notifier Phone: Caller Name: GINA BELLI Caller Agency: CONSTELLATION BANK Caller Phone: (908) 855-491.9 DEC Investigator: RKS WELL Contact for more spill info: Contact Person Phone: Spill Class: KNOWN RELEASE THAT CREATES POTENTIAL FOR FIRE OR HAZARD;DEC RESPONSE;WILLING RP;CORRECTIVE ACTION TAKEN ____________________________________________________________________________________________________________________________________ . Spill Date Date Cleanup Ceased Cause of Spill Resource Affected Meets Cleanup Standards Penalty Recommended 03/15/1994 EQUIPMENT FAILURE ON LAND YES NO Material Material Quantity Unk Quantity Quantity Unk Quantity Spilled Class Spilled Units Spilled ? Recovered Units Recovered ? 42 FUEL OIL PETROLEUM 0.000 GALLONS NO 0.000 GALLONS NO __________________________________________________________________________________________________________________________________ __ __ Caller Remarks: TANK AT PROPERTY IS LEAKING, WILL HIRE A CONTRACTOR TO REMOVE TANK _____________-----_________---_______---____---------________ DEC Investiqator Remarks: NO DEC INVESTIGATOR REMARKS GIVEN FOR THIS SPILL. THE FOLLOWING CLOSED SPILLS FOR THIS CATEGORY WERE REPORTED BETWEEN 1/4 MILE AND 1/2 MILE FROM THE SUBJECT ADDRESS. THESE SPILLS WERE REPORTED TO BE LESS THAN 100 UNITS IN QUANTITY AND CAUSED BY: EQUIPMENT FAILURE, HUMAN ERROR, TANK OVERFILL, DELIBERATE SPILL, TRAFFIC ACCIDENT, HOUSEKEEPING, ABANDONED DRUM, OR VANDALISM. THESE SPILLS ARE NEITHER MAPPED NOR PROFILED IN THIS REPORT. FACILITY ID FACILITY NAME STREET CITY No dropped spills found for this category ■ft m r m em boom r = i M %a • m mem ii Copyright 2001 by Toxics Targeting, Inc March 23, 2001 Middle Rd(CR 48) Page 16 __-- -------- ------._-.-___________________________ _____.___-_______ --.______-____-___________________ - PETROLEUM BULK STORAGE FACILITIES LESS THAN 400,000 GALLONS IDENTIFIED WITHIN THE 1/4 MILE SEARCH RADIUS PLEASE NOTE: * Compass directions can vary substantially for sites located very close to the subject property address. Map Identification Number 4 MOBIL SIS Facility Id 10-0074 Source: SUFF. HEALTH DEPT 32400 RTE 48 MIDDLE RD PECONIC, NY 11958 MAP LOCATION INFORMATION ADDRESS CHANGE INFORMATION Site location mapped by: MANUAL MAPPING (5) Revised street: MIDDLE RD Approximate distance from property: 448 feet to the NE Revised zip code: UNKNOWN TANK TANK TANK CAPACITY TANK INSTALL PERMIT REMOVED NO. STATUS CONTENT GALLONS LOCATION DATE ISSUED DATE 1 PERMITTED - EXPIRED 1991 GASOLINE 8000 OUTDOOR UNDER 86 2 PERMITTED - EXPIRED 1991 GASOLINE 8000 OUTDOOR UNDER 86 3 PERMITTED - EXPIRED 1991 GASOLINE 8000 OUTDOOR UNDER 86 4 PERMITTED - EXPIRED 1991 DIESEL 4000 OUTDOOR UNDER 86 5 PERMITTED - EXPIRED 1991 KEROSENE 4000 OUTDOOR UNDER 86 6 EXEMPT/PERMITTED #2 FUEL OIL 1000 OUTDOOR UNDER 86 Toxicity Information Summary ----------------------------------------------------------------------------------------------------------------------- CHEMICAL NAME CAS-NO ACUTE TUMOR MUTAG REPRO IRRIT MCL TOX TOX TOX TOX TOX _____________________________________________________________________________________________________________________'_ GASOLINE 8006619 X X X DIESEL 68334305 X X X KEROSENE 8008206 X X X X #2 FUEL OIL 68476302 X X X -_ . _________________ __________________________________________________________ ___________________'__'__'______________ .. M = M. m •M r.• m r m As r % • s .t m a r Copyright 2001 by Toxics Targeting, Inc March 23, 2001. Middle Rd(CR 48) Page 17 O * HAZARDOUS WASTE GENERATORS/TRANSPORTERS IDENTIFIED WITHIN 1/4 MILE SEARCH RADIUS PLEASE NOTES * Compass directions can vary substantially for sites located very close to the subject property address. Map Identification Number 5 CORESTATES BANK - RESIDENCE Facility Id NYR000018358 34570 COUNTY RD 48 PECONIC, NY 11958 MAP LOCATION INFORMATION ADDRESS CHANGE INFORMATION Site location mapped by: MANUAL MAPPING (5) Revised street: 34570 COUNTY ROAD 48 Approximate distance from property: 1170 feet to the NE Revised zip code: NO CHANGE US EPA RCRA Type: Generator: CONDITIONALLY EXEMPT SMALL QUANTITY GENERATOR Land Disposal(LDF) : Incinerator: Transporter: YES Storage/Treatment (TSF) : Receives offsite waste: ______________________________________________________________________________________________________________________________________ NYS DEC Manifested Waste Summary: (Waste Codes, Waste Units, and Transaction Types are only shown for the most recent year reported. ) --------------------------------------------------------------------------------------------------------- --------------- WASTE WASTE WASTE WASTE TRANSACTION CODE DESCRIPTION AMOUNT UNITS TYPE YEAR NONE Site reported by US EPA. No hazardous waste activity reported to NYS. em me r r m 08 as %w m • r m i Copyright 2001 by 'Toxics Targeting, Inc March 23, 2001 Middle Rd(CR 48) Page 18 • NO CHEMICAL STORAGE FACILITIES IDENTIFIED WITHIN 1/4 MILE SEARCH RADIUS �1 � m 7 Mow = mm m mW� m • m mwm m t m on Copyright 2001 by Toxics Targeting, Inc March 23, 2001 Middle Rd(CR 48) Page 19 ---------------- • NO TOXIC AlR, LAND AND WATER RELEASES IDENTIFIED WITHIN 1/4 MILE SEARCH RADIUS mr m "r mom r man m %w r • vw i = on Copyright 2001 by Toxics Targeting, Inc March 23, 2001 Middle Rd(CR 48) Page 20 r� * NO WASTEWATER DISCHARGES IDENTIFIED WITHIN 1/4 MILE SEARCH RADIUS --------------------------- - ----------- ----------------------------- Copyright 2001 by Toxics Targeting, Inc March 23, 2001 Middle Rd(CR 48) Page 21 ------------ - -- ._--------------- ___________________________ * NO AIR DISCHARGE FACILITIES IDENTIFIED WITHIN 1/4 MILE SEARCH RADIUS ■r m r om mer r man m om • ww w .i mom Copyright 2001 by Toxics Targeting, Inc March 23, 2001 Middle Rd(CR 48) Page 22 --------------------------------------------------------------------------------------- * NO CIVIL ENFORCEMENT DOCKET FACILITIES IDENTIFIED WITHIN THE 1/4 MILE SEARCH RADIUS * O.S. EPA EMERGENCY RESPONSE NOTIFICATION SYSTEM (ERNS) AT THE LOCATION OR POTENTIALLY AT THE LOCATION OF Middle Rd(CR 48) Southold, NY 11958 Any ERNS Spills listed below are NOT mapped in this report t ONSITE ERNS (A count of these spills can be found in the distance interval table) : THIS SITE IS NOT FOUND IN THE ERNS DATABASE POTENTIALLY ONSITE ERNS: THIS SITE 1S NOT FOUND IN THE ERNS DATABASE ... �. �r we= =w m m = M M Im MOM OF i Copyright 2061 Toxics Targeting, Inc. March 23, 2001 'Middle Rd(CR 48) ' UuniaPpable facilities cot 'Suctolk' County NPL/CERCLIS/NYSDEC Inactive Hazardous Waste Facilities FACILITY L. FACILITY NAME STREET CITY ZIP 152153 KHF POLLUTION MANAGEMENT UNKNOWN 1521'-2 CHEMICAL M-ANAGEMENT INC. UNKNOWN Hazardous Substance Waste Sites FACILITY ID FACILITY NAME STREET CITY ZIP NY0003 PINE'S SWITCH PLANT PINE'S SWITCH UNKNOWN Solid Waste Facilities FACILITY ID FACILITY NAME STREET CITY ZIP 52T92 SOUTHOLD T.S. UNKNOWN 52763 NORTH FORK SANITATION 11971 52T30 SOUTHOLD STOP UNKNOWN 52003 DUNLOP AVE COMPOSTING UNKNOWN Hazardous Spills - TANK FAILURES - Active FACILITY ID FACILITY NAME STREET CITY ZIP 8401135 SCDPW SCDPW SOUTHOLD 11971 Hazardous Spills - TANK FAILURES - Closed FACILITY ID FACILITY NAME STREET CITY ZIP 9709766 FIORE RESIDENCE MAIN STREET PECONIC 11958 9406383 SUFFOLK CTY DPW MIDDLE ROAD SOUTHOLD UNKNOWN 9311642 GEORGE WEISA RESIDENCE TASAMINE LANE SOUTHOLD UNKNOWN 9208395 LORETTA DIMAGGO RESIDENCE MAIN ROAD SOUTHOLD UNKNOWN Hazardous Spills - TANK TEST FAILURES - Closed FACILITY ID FACILITY NAME STREET CITY ZIP 9201151 MOBIL MAIN STREET SOUTHOLD UNKNOWN Hazardous Spills - UNKNOWN CAUSE OR OTHER CAUSES - Closed FACILITY ID FACILITY NAME STREET CITY ZIP 8401635 8401564 UNKNOWN 8100603 UNKNOWN 7800390 UNKNOWN DUCK LAKE UNKNOWN 9500242 UNK PECONIC BAY PECONIC UNKNOWN 8200530 MAIN ST PECONIC 11958 780107' PILOT STATION UNKNOWN 9913263 HER VESSEL YOUNGS AVE & TOWN CREEK SOUTHOLD 11971 9814067 MIDDLE ROAD PUMP STATION RTE 48 SOUTHOLD UNKNOWN 9803119 NORTH ROAD/HORTON ROAD SOUTHOLD 11971 8603055 UNK GREAT POND SOUTHOLD 'UNKNOWN 8601529 UNK 830:699 MAIN ROAD SOUTHOLD UNKNOWN SOUTHOLD UNKNOWN 8201204 SOUTHOLD UNKNOWN Hazardous Spills - MISC. SPILL CAUSES - Closed FACILITY ID FACILITY NAME STREET CITY ZIP 8912456 LILCO HENRY STREET PECONIC 11958 8807412 SOUTHAMPTON COAL &PRODUCE 6010 SOUNDVIEW AVENUE PECONIC 11.958 8806655 UNK ROBINSON ROAD 1ST HOUSE PECONIC UNKNOWN 9912759 NORTH ROAD/EAST WIND LANE FOOTHOLD 1'_971 9803039 BERTS RELIABLE YOUNGS AVENUE SOUTHOLD 11971 93183:9 UNK COUNTY ROAD 48 SOUTHOLD UNKNUWN 9105197 LILCO HORTON STREET SOUTHOLD UNKNOWN 8900710 GOLDSMITH & TU'TTLE 450 SOUND AVENUE SOUTHOLD UNKNOWN 00038-4 MAIN ROAD SOUTHOLD 11971 9102491 CRYSTAL BLUE LINE RTE 58 SOUTHOLD/PECONIC UNKNOWN Petroleum Bulk Storage .,.-.homes FACILITY ID FACILITY NAME STREET CITY ZIP 9 0197 NO NAME 6-11907 UNKNOWN TNKNOWN ".0-0218 BIDWELL VINEYARDS RTE 48 CUTCHOGUE UNKNOWN 10-0197 NORTH FORK CATHOLIC SCHOOL MAIN RD CUTCHOGUE UNKNOWN 10-0172 PETER MEYER PO BOX 1115 CUTCHOGUE UNKNOWN :0-Uibb CUTCHOGUE HARDWARE MAIN RD CUTCHOGUE UNKNOWN 10-0165 ARTHUR V JUNGE 32355 MIDDLE RD CUTCHOGUE UNKNOWN 10-0143 GRISTINA VINEYARD MAIN RD CUTCHOGUE UNKNOWN 10-0111 BELL ATLANTIC MAIN RD CUTCHOGUE UNKNOWN 10-0108 WICKHAMS FRUIT FARM MAIN RD CUTCHOGUE UNKNOWN 10-0077 SHALVEY BROS RTE 48 CUTCHOGUE UNKNOWN 10-0043 GAS-N-GO RTE 25 CUTCHOGUE UNKNOWN 10-0041 GEORGE BRAUN OYSTER CO MAIN RD CUTCHOGUE UNKNOWN 10-0040 COASTAL S/S RTE 25 CUTCHOGUE UNKNOWN 10-0239 ANNA FIORE 42100 RTE 25 PECONIC UNKNOWN 10-0232 K L DICKERSON PECONIC LN PECONIC 11958 10-0187 FARMER MIKES FARM MAIN RD PECONIC UNKNOWN 10-0151 C J VANBOURGONDIEN INC MAIN RD PECONIC UNKNOWN 10-0127 TOWN OF SOUTHOLD POLICE DEPT RTE 25 PECONIC UNKNOWN 10 0091 E WESNOFSKI FARMS NORTH RD. PECONIC 11958 10-0090 BEACHWOOD EQUIPMENT CORP NORTH RD PECONIC 11958 10-0064 MICHAEL PONTIAC CADILLAC OLDS RTE 25 PECONIC UNKNOWN 10-0061 RAYS HIGH TECH AUTO SERVICE RTE 25 PECONIC UNKNOWN 10-0219 C F VAN DOZER GAS SERVICE INC RTE 48 P 0 BOX 1497 SOUTHOLD UNKNOWN 10-0188 SANG LEE FARMS, INC 25180 RTE 48 SOUTHOLD 11958 Hazardous Waste Generation or Transport Facilities FACILITY ID FACILITY NAME STREET CITY ZIP NYP004010862 CON ED MH 60651 - EAST SIDE UNKNOWN NYP003631264 NYSDEC UNKNOWN NYP003630336 NEW YROK STATE DEPT OF ENVIRONMENTAL CON RT 117 & SUNRISE HWY ALBANY UNKNOWN NYP0007805BS NEW YORK STATE DEPT OF ENVIRONMENTAL CONSERVATION-50 WOLF ROAD ALBANY 12233 NYP000301309 NEW YORK STATE DEPT OF ENVIRONMENTAL CONSERVATION RM 326 50 WOLF RD ALBANY 12233 NYP000300756 NEW YORK STATE DEPT OF ENVIRONMENTAL CONSERVATION-RM 326 50 WOLF RD ALBANY 12233 NYP000300533 NEW YORK STATE DEPT OF ENVIRONMENTAL CONSERVATION-RM 326 50 WOLF RD ALBANY 12233 NYD981086911 SOUTHOLD, TOWN OF ROUTE 48 CUTCHOGUE UNKNOWN NYN100052351 Sea Breeze - P. 0. Box 15ti Cesspool Cutchogue UNKNOWN r�� NYN100052350 Mattituck Laundromat, Inc. P. O. Box 154 New Suffolk UNKNOWN NYP003630845 NEW YORK STATE DEC REGION 1 PECONIC LANE PECONIC 11958 NYD981181928 LONG ISLAND LIGHTING COMPANY MILL LANE PECONIC 11958 NYP000300236 NEW YORK STATE DEPT OF ENVIRONMENTAL BIG E SOUND AVENUE SOUTHOLD UNKNOWN NYN000052517 TOWN OF SOUTHHOLD - SANITARY LANDFILL MAIN ROAD SOUTHOLD UNKNOWN NYD982719718 FREDERICK J MINER DBA MINER GRAPHICS COLONIAL CORNERS SOUTHOLD UNKNOWN NYD000703835 SUNOCO SERVICE STATION NS MIDDLE RTE 27A SOUTHOLD UNKNOWN NYX720000000 TRANSPORTER X XXXXXXXXXXXXXXXXXXXXXXXXXXXXXX XXXXXXXXXXXXXXX.XX.XXXXXXXX. UNKNOWN Wastewater Discharges FACILITY ID FACILITY NAME STREET CITY ZIP NY0237051 THE DINER INC NY0225975 ARROW SERVICE STATION UNKNOWN UNKNOWN NY0221350 PIZZ PARAMHA06 ADVAIT NAT UNKNOWN NY0210994 PIZZA HUT }{606176 UNKNOWN NY02'_0594 RESTAURANT UNKNOWN NY0210960 CARLMAR LAUNDROMAT NY0210951 T.R.C. SERVICES LAUNDROMAT UNKNOWN UNKNOWN NY0210889 THELAUNDRSTRAWEERRY'S LAUNDRY, IrTD UNKNOWN NY0210048 THE LAUNDRY EXPERIENCE, INC UNKNOWN NY02 10098 LAUNDRY WORLD, LTD NY 02 D6982 URT - rn.vmnnc UNKNOWN NY0199486 ONE HOUR PHOTO EXPRESS UNKNOWN NYO195308 SUNBURST LAUNDROMAT UNKNOWN NY01SUFFOLK AGWAY CO-OP, INC UNKNOWN UNKNOWN NY0103454 03454 TOWN STORE YARD PECONIC LANE PECONIC 11958 Air Releases FACILITY ID FACILITY NAME STREET CITY ZIP 3610300242 OCEAN PETROLEUM MAIN ROAD CUTCHOGUE UNKNOWN 3610300148 FAA-H/BROOKHAVEN GERARD DRIVE PECONIC UNKNOWN 3610360007 TOWN OF SOUTHHOLD UNKNOWN SOUTHHOLD 'UNKNOWN 3610300333 TOWN OF SOUTHHOLD UNKNOWN SOUTHOLD UNKNOWN � ■ _ 3 0 d _ a D c m D - N lD N O ` O a` C O TO O _C U X " O H � C D N > m D Q C c � O _ D U O (U C U N N Ip d C N N F D c O O U - N c w 3 ui N a D O � U N 3 (9 O 2 N -til♦ mow • ✓� i How Toxic Site Locations Are Mapped Toxics Targeting maps toxic site locations on a computerized version of the U. S. Census map using addresses and map coordinates provided by site owners/operators or government agencies. In order to allow site locations to be verified independently, the information used to map each site is presented in the first section of each Toxic Site Profile, along with a description of the mapping technique used and any address corrections that were made in order to locate toxic sites with incomplete or inadequate site location information. The mapping process is explained below. Map Identification Number: 12 Site Name: Acme World Manufacturing, Inc. Site Address: 55 Main Street Anytown, NY 11797 MAP LOCATION INFORMATION ADDRESS CHANGE INFORMATION Site location mapped by: 1) Most toxic sites are mapped by Revised Street: NO CHANGE matching addresses provided by site Revised zip Code: NO CHANGE Address Matching owners/operators or government agencies with locations on a computerized version of the U. S. Census map. These site locations are identified"address-matched." 4) Site addresses are Note: Some sites have an address sometimes corrected to match location and a map eliminate obvious errors coordinate location. Both locations that prevent sites from are mapped because they can be being mapped. All equally correct. 2)Some toxic sites are located using map coordinates provided by site address corrections are owners/operators or governnent agencies. These site locations are noted here. identified "map coordinate." Map coordinates for Toxics Wastewater w or Map Coordinate Discharges, Toxic Release Inventory sites and Major Oil Storage Facilities should be considered suspect. or Manual Mapping -0 3)Incomplete addresses or map coordinates require some site locations to be determined by commercial street maps (manual mapping), site visits, map or Site Visit coordinates from other databases and address location services. Application of any of these methods is identified accordingly. Information Source Guide Toxics Targeting Computerized Environmental Reports contain government information compiled from 16 categories of reported known or potential toxic sites. Each toxic site database is described below with information detailing a)the source of the information,b)the date when each database is covered to and c) when Toxics Targeting obtained the information. ' 1) Inactive Hazardous Waste Disposal Site Reeistrv: New York State database that maintains information and aids decision making regarding the investigation and cleanup of toxic sites. The Registry's data includes two-page profiles noting site name, ID number, description, classification, cleanup status,types of cleanup, owner information, types and quantities of contaminants, and assessment of health and environmental problems. ASTM required.* Fannie Mae required.** _ Source: New York State Department of Environmental Conservation.2 Profile data updated through: 6/15/1999. Data obtained by Toxics Targeting: 8/1/1999. New Facilities updated to: 1/1/2000. Data obtained by Toxics Targeting: 2/6/2000. 2) CERCLIS:Toxic sites listed in the Federal Comprehensive Environmental Response,Compensation and Liability tnformation System. NPL sites are also included in CERCLIS. ASTM required.* Fannie Mae required.** Source: U. S. Environmental Protection Agency.I Profile data updated through: 12/19/2000. Data obtained by Toxics Targeting: 2/1/2001. ' New Facilities updated through: 12/19/2000. Data obtained by Toxics Targeting: 2/1/2001. 3)National Priority List for Federal Superfund Cleanup: Toxic sites nominated for cleanup under the Federal Superfund program. Annual compilation of special two-page detailed profiles of NPL sites. ASTM required.* Fannie Mae required.** Source: LI. S. Environmental Protection Agency.I Profile data updated through: 6/2000-9/2000. Data obtained by Toxics Targeting: 2/1/2001. New Facilities updated through: 12/19/2000. Data obtained by Toxics Targeting: 2/l/200 1. 4) Hazardous Substance Waste Disposal Site Study: NYS database of waste disposal sites that may pose threats to public health or the environment,but cannot be remediated using monies from the Hazardous Waste Remedial Fund. Source: New York State Department of Environmental Conservation.2 Data updated to: 5/16/2000. Data obtained by Toxics Targeting: 5/16/2000, 5) Solid Waste Facilities: NYS database of solid waste facilities, including, but not limited to, landfills, incinerators, transfer stations,recycling centers. ASTM required.* Fannie Mae required.** Source: New York State Department of Environmental Conservation.2 Data updated to: 1/01/1998. Data obtained by Toxics Targeting: 6/30/1998. ' Also includes a listing of solid waste disposal sites operated by New York City municipal authorities circa 1934. Source: City of New York Dept. of Sanitation(1984). The Waste Disposal Problem in New York City: A Proposal For.Action. 6) Major Oil Storage Facilities: NYS database of facilities licensed pursuant to Article 12 of the Navigation Law, 6NYCRR Parts 610 and 17NYCRR Part 30, such as onshore facilities or vessels, with petroleum storage capacities equal to or greater than four hundred thousand gallons. Fannie Mae required.** 1 Source: New York State Department of Environmental Conservation.2 New facilities updated through: 7/1/1999. New facilities data obtained by Toxics Targeting: 7/29/1999. Tank data updated through: 7/1/2000. Tank data obtained by Toxics Targeting: 7/17/2000. 7) RCRA Hazardous Waste Treatment,Storage or Disposal Facility Databases: (a)Manifest Information: New York State database of hazardous waste facilities and shipments regulated by the DEC's Bureau of Hazardous Waste Facility Compliance pursuant to New York State Law and the Resource Conservation and Recovery Act(RCRA). ASTM required.* Fannie Mae required.** Source: New York State Department of Environmental Conservation.2 Manifest transactions data updated to: 1/01/1999. Manifest transactions data obtained by Toxics Targeting: 3/27/1999. New facilities updated through: 1/01/1999. New facilities obtained by Toxics Targeting: 3/27/1999. (b)Notifier Information: U. S. Environmental Protection Agency database of hazardous facilities regulated pursuant to the Resource Conservation and Recovery Act(RCRA). ASTM required.* Fannie Mae required.** Source: U. S. Environmental Protection Agencyl New facilities updated through: 3/26/1998. Data obtained by Toxics Targeting: 4/9/1998. Data attributes updated through: 12/22/1998. Data obtained by Toxics Targeting: 3/30/1999. (c) RCRA Violations Information: .� U. S- Environmental Protection Agency database of violations data reported for facilities regulated pursuant to the Resource Conservation and Recovery Act(RCRA). ' Source: U. S. Environmental Protection Agency I New facilities updated through: 3/26/1998. Data obtained by Toxics Targeting: 4/9/1998. Data attributes updated through: 12/23/1998. Data obtained by Toxics Targeting: 12/30/1998. .a ' A RCRIS Corrective Action Activitv(CORRACTS) Information: U. S. Environmental Protection Agency {EPA)database of hazardous waste facilities with corrective action activity. This data is part of the RCRIS National Oversight database. Source: U. S. Environmental Protection Agency Data updated through: 4/20/2000. Data obtained by Toxics Targeting: 5/10/2000. 8) Spills Information Database: Spills reported to the DEC as required by one or more of the following: Article 12 of the Navigation Law, 6 NYCRR Section 613.8 (from Petroleum Bulk Storage Regulations)or 6 NYCRR Section 595.2 (from Chemical Bulk Storage Regulations). The database includes active and closed spills reported between 4/1/1986 and 01/01/2001. ASTM required.* Fannie Mae.** Source: NYS Department of Environmental Conservation.2 New spill additions data updated through: 01/01/2001. New spill additions data obtained by Toxics Targeting: 02/16/2001. Spill attribute data updated through: 01/01/2001. Spill attribute data obtained by Toxics Targeting: 02/16/2001. Active spills: paperwork not completed. Closed spills: paperwork completed. Both active and closed spills may or may not have been cleaned up(see Date Cleanup Ceased.in spill profiles). 9) Petroleum Bulk Storage Facilities: Local and State databases of aboveground and underground petroleum storage facilities _ - with a combined storage capacity over 1,100 gallons. ASTM required.* Fannie Mae required.** ' All New York Counties except Cortland, Nassau, Rockland,and Suffolk: Source: NYS Department of Environmental Conservatioa2 Update schedule: rolling basis,with summary compilations made available approximately every three months Facility data updated through: 7/1/2000( 10/1/98 for Westchester Co.). Facility data obtained.by Toxics Targeting: 7/17/2000. w Tank data.updated through: 7/l/2000(10/1/98 for Westchester Co.). Tank data obtained by Toxics Targeting: 7/17/2000. Nassau County: Heat producing products and other products with less than 1,000 gallons storage capacity: Source: Nassau County Department of Health.3 Data update schedule: rolling basis Data updated through: 10/4/2000. Data obtained by Toxics Targeting: 11/5/2000. iGenerally non-heat producing products with more than 1,000 gallons storage capacity: Source: Nassau County Fire Marshall. 4 Data update schedule: rolling basis with annual update Data updated through: 9/27/1996. Data obtained by Toxics Targeting: 11/20/1996, Rockland County: Source: Rockland County Department of Health. 5 Data update schedule: rolling basis. Data updated through: 8/11/1998. Data obtained by Toxics Targeting: 8/1'7/1998. Suffolk County: Source: Suffolk County Department of Health Services. 6 Data update schedule: annual update. Data updated through: 1/12/1999. Data obtained by Toxics Targeting: 2/26/1999. 10. RCRA Hazardous Waste Generators and/or Transporters Databases: (a) Manifest Information: New York State database of hazardous waste facilities and shipments regulated by the New York State Department of Environmental Conservations Bureau of Hazardous Waste Facility Compliance pursuant to New York State Law. ASTM required.* Fannie Mae required.** Source: New York State Department of Environmental Conservation? Manifest transactions data updated to: 1/01/1999. Manifest transactions data obtained by Toxics Targeting: 3/27/1999. New facilities updated through: 1/01/1999. New facilities obtained by Toxics Targeting: 3/27/1999. (b)RCRA Notifier Information: U. S. Environmental Protection Agency database of hazardous waste facilities regulated pursuant to the Resource Conservation and Recovery Act(RCRA). Source: U. S. Environmental Protection Agency I New facilities updated through: 3/26/1998. Data obtained by Toxics Targeting: 4/9/1998. Data attributes updated through: 12/22/1998. Data obtained by Toxics Targeting: 3/30/1999. 1 C.) RCRA Violations Information: U. S. Environmental Protection Agency database of violations data reported for facilities regulated pursuant to the Resource Conservation and Recovery Act(RCRA). Source: U. S. Environmental Protection Agencyl New facilities updated through: 3/26/1998. Data obtained by Toxics Targeting: 4/9/1998. Data attributes updated through: 12/23/1998. Data obtained by Toxics Targeting: 12/30/1998. (d) RCRIS Corrective Action Activity(CORRACTS) Information: U. S. Environmental Protection Agency (EPA) database of hazardous waste facilities with corrective action activity. This data is part of the RCRIS National Oversight database. Source: U. S. Environmental Protection Agencyl Data updated through: 4/20/2000. Data obtained by Toxics Targeting: 5/10/2000. 1 l) Chemical Bulk Storaee Facilities:New York State database of facilities compiled pursuant to 6NYCRR Part 596 that store regulated substances listed in 6NYCRR Part 597 in aboveground tanks with capacities greater than 185 gallons and/or in underground tanks of any size. ASTM required.* Fannie Mae required.** Source: New York State Department of Environmental Conservation.2 Data updated through: 4/1/2000. Data obtained by Toxics Targeting: 4/7/2000. 12)Toxic Release Inventory: New York State and Federal database of manufacturing facilities required under Section 313 of the Federal Emergency Planning and Community Right-to-Know Act to report releases to the air, water and land of any specifically listed toxic chemical. See Fannie Mae requirement**below. Source: NYS Department of Environmental Conservation2/U. S. Environmental Protection Agency.I Data update schedule: rolling basis, with annual information surnmary for previous year's activities available from NYSDEC each July I,with corrections and additional information available approximately mid-August. Data updated through: 5/9/1996. Data obtained by Toxics Targeting: 5/14/1996 13) Air Discharge Facilities: EPA AIRS database containing address information on each air emission facility and the type of air pollutant emission it is. Compliance information is also provided on each pollutant as well as the facility itself. See Fannie Mae requirement** below. Source: U. S. Environmental Protection Agencyl Data updated through: 11/24/1999. Data obtained by Toxics Targeting: 1/06/2000 14)Toxic Wastewater Discharges(Permit Compliance System): Federal database of discharges of wastewater to surface waters and groundwaters. See Fannie Mae requirement** below. Source: U. S. Environmental Protection Agency.I Data updated through: 9/23/1996. Data obtained by Toxics Targeting: 9/30/1996 15) U. S. Environmental Protection Agency Civil Enforcement Docket: This database is the U. S. EPA's system for tracking civil judiciary cases filed on behalf of the agency by the Department of Justice. Fannie Mae required.** Source: U. S. Environmental Protection Agency.I -- Data update schedule: quarterly. Date updated: 4/1996. Date information obtained by Toxics Targeting: 8/1996 16) Emergency Response Notification System(ERNS): Federal database of spills compiled by the Emergency Response Notification System. ASTM required.* See Fannie Mae requirement*" below. Source: U. S. Environmental Protection Agency.I Data updated through: 1/31/2000. Data obtained by Toxics Targeting: 2/15/2000 *American Society of Testing Materials Standards on Environmental Site Assessments for Commercial Real Estate(E 1527-93,E 1528-93). ** Fannie Ivlae's Part X Environmental Hazards Management Procedures specify 1.0 mile searches for"any state or Federal list of hazardous waste sites(e.g. CERCLIS, HWDMS etc.)."Searches for the property and adjacent properties are specified for"chemical manufacturing plants," "obvious high risk neighbors engaging in storing or transporting hazardous waste,chemicals or substances"and"...any documented or visible evidence of dangerous waste handling...(e.g.stressed vegetation,stained soil,open or leaking containers, foul fumes or smells,oily ponds,etc." Searches for property and adjacent properties can include sites up to a quarter mile away(W. Hayward, Director,Multi-Family Business Planning and Control, Fannie Mae,personal communication,5/94). 1 U. S. Environmental Protection Agency,290 Broadway,NY,NY 10007-1866. 2NYS Department of Environmental Conservation,50 Wolf Road,Albany,NY 12233. 3Nassau County Department of Health,Bureau of Land Resources Management,240 Old Country Road, Mineola,NY 11501. 4Nassau County Fire Commission,Office of the Fire Marshall, 899 Jerusalem Avenue, P. O. Box 128,Uniondale,NY 11553. SRockland County Department of Health,The Dr. Robert Yeager Health Center, Building D, Sanitorium Road, Pomona,NY 10970, 6Suffolk County Department of Health, Hazardous Materials Management, 15 Horseblock Place,Farmingville,NY 11738-1220. ■ 1 APPENDIX D 1 1 REFERENCES 1 1 1 1 1 ♦190"0419101 Aoc(R03) REFERENCES Aerial Photographs, EDR 1969, 1976, 1980, 1994. Historical Topographic Maps, EDR 1944, 1956/1958, 1956/1970. Toxics Targeting Computerized Environmental Report; March 23, 2001. United States Geological Survey, Topographic Map, Southold Quadrangle 1956. 1 1 1 .1905'Fo425101 doc 3D Vinyl Lettering on Plastic Laminate Background [jeck jround color 'I ` - ` +o match budding Agribusiness Child Development Center biege range) _ Finished Grade 'aYcr =are apse 516NA&E ELEVATION P. 02 DEC-15-01 WED 03 .21 AM- :',t::,4�+;t P.4/` 11/914G3.25.200119:10:z�-Am Sid 489 '0014 caTal.bGNrTYPE_ C ; 111iGGRAW-EDISON" D l3C RIrTIO —. _ r i- i ' The MP90roakanrdge Power maduis dealgn•d for le` d:aplsya on old ieahlan charm Ui[<ast aluminum housing easy r■rt?ovel of Ell Elactrical ,rt Of traditional area Ilghdng, With spun and stamped „ anhencing every righting aluminum top.StslRlsas steel to components pon 9 tsfor BewR ng by application with a dlstlnetive Tool e"entry latch for styling day Or rJDht.U.l..liatad rdarlPlnD and ballast pnwer 6ncapaulated PIUp•in atertar for wet locadmns.CSA module aeoesa•Top is may pa nplocnd through door certtfled. Coll Lely,removable without type cOmprassio1n termine the usr.of tools.Standard - roundin App LICATION scrbloew. RemOusmgg talar is 6ia.k.Othcr flnl!.h screw, Ramavablo tapered pa - to;craavellable,Cnnsulr Mt-LI Enhancing natural landacspas LetrN dooranambly Tor easy oc:csa as well as chyscapos,the to-wiring cohneetlans with 8RFCK-NR1DGIw Breckenridge brings b.-ft•fraetor steialety steel crpeive screw. ouuxanding paliarn+anee and Injection moldsel acrylic E...phetea•ntsol aryle to walkway,parking Iota, refrm:ters available it tyPE'•.UI roadways. nr V.Optional olass refracccr tQwdstocknal 1phvtoeontfal G 0 2 5 0 W :!vallabl'. available.Accaasible thrcugh r ,sh rrets�rt asu:u^• C-Buckat door asssmbly. Maul Halide Mogul base Socket for 5QW magool&t+ -hrcugh 1sow NPS end !'EW Poet top mou and 160W Metal Malida;501N Poet top mount5t•I"U.�. roar Trip :hreugh 15DW MH is mudicm tenons.5d by 3J5' LUM-NAIRE ecurE hex aotket sE' oase socket.Al!socgmt• ors a'ainlass etael ,iKV pulse raced, screws, r i . . .. _II . ........._............... ,.t.....�.J�� i .. . I . - 1 ...... 1 I eweper DATx f ...I��I,,,.,. ....-._...v..J1• JJ Hi.ri,smrm Ube Input Wtv few Nie HFr lis WJR: 'i � .— �.. I +tW HrRNrr NayA2P i I I +DGW NPC NFF n3aWsat +GCW 1{pg 11R 1?SO'M7MI P..................L,............. ..,..................... � I SGYJ MH iIOP It>•ul'rdl ,a.�—..• ..�• IrNv MH Hca ISO W.V W uW Yl l"F Itt_wO[4 . 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'1�1111n�t�,,�I"lls 4y"wt� S '1 IR pRf u r V I ?G �.1'A+k�JIYlejyx ....,,I Wallpack II 8'/<"x 6'/2"(WPl) Wallpackette F 14'/4"x 61/2"(WP2)* Applications Perimeter lighting 141/z" 14'/2" (wPi) o Pal king garages 10 v'z' LL I Inderpasses (WP2) funnels I Indlutdal 1LciliG��s + Security 14 11 1/2" ►� 1 8"x 17"-►� Loading clocks Features Wallpack III Wallpack II Wallpackette lictvy duty. love copper cast :duminuni housing Tkhemial shuck resistant pnsnuaic glass Specification and ordering data 'I vcu posilkln adjustable optica Catalog number' Catalog oumlxe Catalog numlx•r' DexAptlon (Wallpack IU Wrllpackette Wallpack(( Wallpack 111 00`nI Ct 1 tot Wallpack 11 Al 21,0351[1_11V a,A LPs Wide e'hoice in 1111) 2n(l ineandcac'cnl W I'I A0351 I1'12BZ. 51AAI II)9 mrdium bnsr lamps W'P1 A015011PI2Bz 50%1/ I IPS medium bane 50A0'I IPS l0'I'_A0511111'XSIS% lamps A'P2AmnnpXXBZ ve'12Ko701mXXn/, -0V IIPS 35W luvv prcasurc vxliuln AT'K1001 IPXXRZ I00W IIPS 3�, 50, 70, 100, 150, 2�0, 10UW HPS. Al'L_'K ISAIIPXX1t/ 1105W 5W illS mel-hum Iia:,c (35,%W uses mogul V 1.3K2501 IPV\'IrZ 35(W IIPS base ID WP2) V13K-M01-IPXXb/ 10(m IIPS WP'AI00.M%XX14/ AL2KI00%IAAXI3Z 100Ak' ,MV 100 173. 2°(1, H)OW nicIA halide Of VC'I IA175M1IA'XXI4/ WL'KAI-WA VX BZ 1, 0.'NA, nx•rcup' ALK25( M\XXIl/ 3511A0'Mtl 150, 210, 30OW rtttandes<'I'nl A0'1.31:1 5011 ISSIf/ ('SCC Nil I UI. \C'13K250MIIXXlt/. _)50W VII I IX'13K90ONll[XXIt/. 100W MI I Listed 1 72, Wcl ((cation WPIAI501NIi/ 150AX INC CSA Certified AI'3A2001NB/ _)uOIX INC VV 1 2 Ki00l N B/ i00A0' INC In ph('of"XX Imre colrlg2 12 lot 120, 20 1 Ir 308,21 tot )d1: 2- 11 PWr 34 18 for r80(APIA only); %I I'k I' %](111i vallaµ 1)0 A111«mph )" (t(SAP, I l 2- "'1 11 120 3 iA volt(C:mada).sec HL-120-mid:md I IL 1001 [0111:111 pour local I loloph.me s.d,reprcaom:locr for avall:Ihlc uptiona and acacss nic.. N(/o�Iir_ \X PIA is only o1a11ublr in I_0A Nil'J—L,B—r-�1 WEEl 11 :f, p _ _ F. 02 T.PE ATALQQOITYPE A,B.C,P COOPRER LIGHTING A[A[A 1.l hIAAT b!1 crircn SINAL IrJFI'A`A�I�h�n••_�y -^ �—_.__ "f4iNGHT S I,I �it c , MCcnTl•rte Feiy'•.t f ,wenvm.nwa, ': � bQlly'Hf, Yi6>14� ' � I I i i i e.r S^p n+'4Pa1 I II I i I I i � I li�NOMOic hecY lan c;ruo of sr.-.lard Irentl hon' rt C.V�e rerneNa.. ^.•.a.. � '^ _. 5,a' InY or I,.rmmrcrrtmrrt J;•K rl nq ren --- Sp ECIFICA110NS N, I' Gil1CF5 I...A5TM G eEC[tEEb65 cll-e a or:'v C'or7enon(Apnelfy), LolrctlNekb Irl Yn',:,;'A$7A1 A3§fi:ntf CVS a•. cDr lar PSrt.: A H=Re tl 2."HNn2hplcwik%12'tnuM.; NwcY=Spvla dl olnNr;1 —.g""^ 9-41d d"Ct.tm Ond Zs d"o, ;P,iockwAfhw, dvIii, tt r L��vrmrcup yallo.� Fels pend[hraaded iortma N•O,w�Gre�n ..Aloft LF09 prase ai ra 'hepk for 3pl"pv6,e"110O'4 fPf !i+ S[Nsr 2Cpt I ,i shit}:.5Iv ovleAtndinu CA tlYAe 1'b91f. $+Cd vd;l,pclyary r �dur carr. V-Cray IV jp' , u %aVoce L A', MOO,AA LIGHTING F. Oj. N I-Ge '� WEL 11 :06 PP1 WHY, �`U '�t 1]��i •� - uJ ' .�ffi4"C�F�IE�HlfdI�C�9�`iC�Pd'� 7 A/N�i:/TION CI�Y VAr1Yi Ptp lW¢Ilt Breaker aCC6 _ • Rl!ae!Ata 111 u fmt lam O vfh mn.l., iUshhn O. nnanclape kN!IgMn7 eptluti9n Alin/eiltineeva / "`l l �.t r:+ni, Cagornt , Itd v. aealigf!R CSA MPH R 's'ECKENWIDG � ,.v" ..+.�eiariai [e-gra lV u�e.n� high F'r..•un 6e6fum Mttal N/i1a• Ok3191119 ik T�bllyTltlu /alral,y`'>r�pJp.u�l.Mllgt/p1 �] yy IOaT.ial lW Yl1:i 41 A( e / t`U_, p!L V.Yenr r.ad TN 1iM 9LiTprl L-.+'s. /nw.nna+. FIINT �/Me•. nit M.CAp'T F•Yuh f / tis tl Aw Y.�e•i 1PIwv ! a^CwN T.P w TTry i' �+pt/IuminYia to-Im�w �rwwe+w tires ItnlMlnO vrNn spun.l.(! �K-rgws.ry.ul.ra 1144 aymped elYminlnr�mV � !jam.+ 4 r vxw7ril IPX aNr: I Y•MUMTM �'. • Snllryhp//1�11Nx.11e9e b.oe:•p+ /rqv Igx9!IOMI/rlAtrq bwavr•. Ild t11rgICfYN.tirr'alUle I air.e.ri 4T„•4.Tu '. • mtopeed mr-wImb aIn r, t.:lnao ovv mrpn luer!h�,>a I 1.111,a V,Opperr.f p4-st rpirgelpr/+.11.Ls, • Femok/L+c jth,lr'W ticcr ibY((1111hy far iien.nu/1 to%WO IeYnJ4 Ijw r �kttLINe,M A prjfh ,y /!p/W tar wiry”rp.ly..l e!/!I ' = ���ft��"l CtImoor"n fo 11NS1fig M la]arri!rro H e _ cnali. ^+r9rIniInuar DrW,�Qhgll Lntm "ot/, / ucf t•IraARAY1Qk w/IES TYnnyW t-r oewluMreNhl °� a.r.ar.raMeeswx,.lp �FIye 01, ^' `n — �j�wWN11A�1 m7'Tl�i' —' [lleAf4NllN rnYgwrlif..I Tkr Pat nlaam n.TOA, RYa en..e:'1 wintT.IIyytlls lr�anM'.r+ 1OP in��MIPW ON unYa 4NFW.Tw( ird OI1#1.10 niulNp MWirwn pNnl. 4naryl Ak�aancsi9fr I/NrYrwt rye nv Hwrr.i. 1ea!ObTI Ya[1QYiM1 FPpCi�47t da 4. /•MMMPY aeki.� �• • IOpiD1 socxbl M4FdKsll'n uneel..Wln/ Ii2 jie 11Ye ria 411 gt.ptllr Yt.nn^I�W�' A�tpprr i7pTnxwc rn m+ u pNWy WlbR ii7L�0kWivtl!pht: ia73fl3ertl zpy i.- eM1.Anh. I �iwY�iy .6aL, ^roar...4t n1/tiew�•w [rW..}uir+wrawP u.'y l.r.rs.v.aww..rur.e+- G60P/fn ti6HYirf© [....aw,rrvuty'IM1M. MwiYrl .r�w..•,++r �r.L1l"l Na:.u.'p.Ww��ryr sc itr:•iun vn tip..t VCS F, �....w._ y .. :1�.;lr�i Cb u.d•Nvv�r ias�,,.:....,.__.,.,nfi�. e�ayutnN xa7,(ULd,puo3 VCGE L£ 96L 6 ulpuag % sa6cr� U@cI�Z:L4 ��Wdl rdi�f.Wly :aPm�} I a DCU R' ITS W ll-� LIGHr6 b' C011011m POST 120 VOLTS CHAIN LINK FABRIC WITH VINYL SLATS (TYP) W-O" (ALUMINUM OR 104111 POLE 6" CONI SAD]PAY O mam 45000 LTM�b a ^a e d 6'-0" HIGH SLATTED SW ATTACH TO BUILDING CHAIN LINK 1'@ICE WIRING IN b-0' 2'-0" x 2'-0' O AS FM wm arms ALL AROUND MrROVED RACAMAY 3'-0 OrENNG ° .d 4 1911111 0 SmPM NOAiiO� 2 1n' LINE POST tryr) mMOTLS.1. FlXTURCD TO BE 9000M MAI WALLeIZ GA. MESH 4 LIGHTS', ISO WALL. HIGH rRdSURE 'JODIUPA 65ab' 10 GNUREIt•FOIRCENIENT U1 LAMPS, SLAW SHII AND VANDAL SHIELD WIRE MESH W ` b' GATE POST2. ADJUST PIXTLMS TO DIRECT GLOM ON 8 y COMMa �' b (T7p)TOKA1iD F FEMISES. NO LIGHT' SHALL SHIPS e a BEYOND FROPEMY LIMB. YMF'f ALL . a " 5/ 10 GA. COPPER 40 FPVC, CONDUIT SEPOP QY6 11 SFECIS THIS V40 WIMANUFAGTUTt9l WATERPROOF FITTINS 5 -0 S. ILLLLMNNAnON I"GSF ALL�SE LESS T , ,� GRAVEL FOR DRAINAGE _ Sa THAN I F.C. AT PMFHlRY OF I. LENGTH ANDWIDTH TO BE Q 10" DIA. TH! SITE. 0117=41I BY THE ARCHNTEGT OR &400 ER AS SHOM ON b"x6'-10 GAUGE WIRE MESH NOTE: SEE DRAWING NO. I FOR LOCATION THE SITE FLAN NN�N Nn aNN1� Nr 2. n9a11NAL LIN! POSTS SHALL TYPICAL POST LI6HTIN6 DETAIL SITE L16HTIN6 NOT BESIerINT1CSLAD. REFUSE ENCLOSURE DETAIL SCALE- 1/4"IniI'-0' NTS NTS IT IS A VIOLATION OF THE LAW FOR ANY PERSON UNLESS ACTING UNDER THE DIRECTION OF A LICENSED - ARCHITECT, TO ALTER THESE DRAWINGS DISABILITY AND/OR ACCOMPANYING SPECIFICATIONS. ARE BUMPER GURB (,lJRBT (,ljT • SEE DWG NO I FOR� WHERE E SUCH ALTERATIONS L ERATI NS ARCHITECTS�V SITE LOCATION MUST SIGN, SEAL, DATE AND DESCRIBE 2 FIECE REINPORC W RL I THE REVISIONS ON THE DRAWING AND/OR SPECIFICATIONS. STRAND 0I2 WIRE (TKS=) APFROX 2' BALL DIA COW b10" LONG 2'-2 5/4' DIA WHITE CEDAR STAKI S AT SLIGHT ANSLI! t DRAW VERTICAL. �"" MMMbd lrTTrm of NYN Ed1nNIYn In) n 6 SAllr� BURLAP OR KRAFT PAFIM WRAF. IDE DI� HANDICAPPED � S' WOOD GNI GALIPL°R MEASURT9 b' ®/1RL3�T IAK ��� ANGLE 4 VRRAM ✓✓// t1l �TI� RooT BALLB" 5TRIPEIb' • ' S'-0' O.G. 6" min MINIMUM �� minPARKING ;br SEED OR 50D AS REGI. NORnapp, LLL t ON b' HORTICULTURAL SOIL. SOIL D�K.I�ILL �I'-0" 1:-0° HANDICAPPED Q / I'-0" ALL DI I,-0„ B DIA. SIGN WHITE ON BLUE BACKGROUND / MAJOR TREE DETAIL SHRUBBERY DETAILS MINOR TREE DETAIL RSSLLAR '6TALL 4:11'-0" 5'-0" G 141-0" BLUE INTERNATIONAL SYMBOL rworurPeD STALL FOR ACCESSIBILITY PLANTING DETAILS hotem1 NT5 Bare root plants will not be permitted Na �Nx 11111112All ng to be pruned e STRIPING DETAIL N E r 1 N 1 o N . accordaordan6e with best i acccepted nurserrion'b practice NT5 rlmM Noteil Notesi No t Agri-Business Child N POR ALL STREET CURBS 911.1\4154WMRONSS TO BE PROVIDE B/4' PPED40U CD ADDl. BdI AS ORI DY g 1112MOVED AND PUPLA01201 PROM 11WANSION MATCt1AL 20'-0" OL. rLANtING BOARD Development MrANSION JOINT TO EXPANSION JOINT S AT ALL COITI41W INTIERWAGE ALL 001,11rE TO BE Doatorm Fdl% TD PIS..I. DEPTH FOR REFLAICAMW CONTRACTION JOINT MIDWAY 4000 111 - 26 DAY ST1lENGTH I Awhaad, W. a, DAMAOM BETYIL EXPANSION JOINTS ' Wide Stripe TACK COAT 6' Wide Stripe d 45- 1 I/2' TDP COURSE NYS TYPE GP I I/2' R 2" TNiDI'S Type � 1 I/9" R TrafflC FIOW 5'-0' O.G. (See note 1) 1 1/2" SINDIM UX1144 E NYS TYPE 5 6' 4' STORE BLEND BASE b' 4000 Ib. GONG. �. On BASE COURSE NYS TYPE I GRADE On MARTH LIQUID ASPHALT SEAL SOIL i' STADILI� SOIL n • ' ' T D q t SAW CUT mile C T Traffic FI w SITE DETAILS -inFor two tr TYPICAL STREET CURB # ON SITE BUMPER CURB 4 I to be ye owaffla-striping STREET REPAIR DETAIL PAVING STANDARD (TYPICAL) 2. For One way traffic-striping to be white. - "T' "T' cs�'IOYo I-I6-0O G- GOL GL O r� ' COL GL 7 — r - - I �• 6u • 8• ° DETAIL 1 DETAIL 2 oMwi e, a� .■ Yu,'�• Y, 0' 22=9 114' 77'-0 1/6' 2W-O ISA6' 23-0 10/16' ANIS A VIOLATION OF THE LAW FOR PERSON S ACTING THE DIRECTION OF SA LCENSED UNDER S I ARCHITECT, TO ALTER THESE DRAWINGS L t AND/OR ACCOMPANYING SPECIFICATIONS. r _ _-r -------------- -�-------------A >_------ ----r . ------------ ---------- ___________ f f f f WHERE SUCH ALTERATIONS ARE I 1'38 P!S FS} FSS FS THE COGNIZANT LICENSED ARCHITECTMADE, MUST SIGN, SEAL, DATE AND DESCRIBE THE REVISIONS• I I i i SPECIFICAA IONS,ON THE DRAWING AND/OR FOOTING 5GHEDULE I I �—I' DEEP SAW GUT I I MK 6121_° RIEINFOINWN6 (� Mrd ■■ellrr d n6 Figlln Lm) t I JOINT �� Ib' DIA. x I/Z• WIDE � a o•�-o•nito• er. 4-04 00". VA. w^Y I I I PREMOLDED I I PO 5'-&SO'i xIW cr. 440 Born. >tx WAY EXPANSI I PILLeR IJOINT I I P4 4+ ww4'-o%dw or. D-w eorr. r-*, WAY I I L, F53F4 r -1 P4 r FBF r r Pas rl H H H H I �J j L J L J L J L J l-I TJ Q jJ I I III I I PROVIDE 0/4' PREMOLOW I I I I PgG13TE I I PERI � OF WALL t MJ • BEEN EXPANSIONAT 4' THICK POURED BLAB I I 1) CONCRETE HAS BN DESIOMD AND SHALL BE MIXED AND PLAIC.ED IN WITH 6 x 6 10/10 KAF. q IqI I AC40WANGE MOTH THE LATEST AL.I. 018 SPEGIFIGATION. P�GAA�o� FOOTINGS - Pro ■ 7500 P.D. I. 1 SLABS - F'G • 0000 PAL III ■ CDWAICTE HARDENIM AND bEALER MdLESS OTHERWISE NOTED) I I ■ TOP OF INTERIOR FOOTING! 1'-0' I I 2) WWAIC TE: FLOOR SLAB T1410KHM AND REINFORCING SHALL aE AS I I INDFIN FLOOR, UNLESS SE I I GDMPACTED SIE-BASE Alm STEEL I RD TROMd FINISHED. HANER AND 73�m INDICATED ppK I I ICA 1 I SEALER 5NN.L BE PROVIDED WITH-IN 74 HOURS. 41 TOP OF POUImA110N WALL I D-40) I I a) PROVIDE 1/7' PFJD40L DW EXPANSION JOINTS AT PERIMETER OF SLAB �. omns o� I I I I I I AND SAW GUT CONTRACTION JOINTS AT ALL GOLUMhl7 AND AROUND ALL ■ e r I ■ I ■ x ■ I I COLUMNS. JOINTS SHALL BE use X I' DEEP SAW GUT. I I I I 4) ALL EXTERIOR WALL FOOTINGS AND ooLUMN FOOTINGS SHALL BEAR ON I I PS F4 F4 F4 P4 FS 1 I UNDISTURBED SOIL OF 6000 BEARING GAPAGITY. MINIMUM SOIL -------_--_--f -------------r Z----------- F---L- f �- _ ---------- BEARING CAPACITY Aar AT 4000 F.S.F. G --- J------ ----- r----- -----------�_� – J '� ALL ISA" FILL MATERIAL SHALL EE C.LP_AN FRES DRAINING sNm AND q 4 I GRAVEL, COMPACTE P To SAE OF MAXIMUM DENSITY. 6) COLUMN 1100nN6S SHALL PR POURED MONOLITHICALLY HAVING LJ L---14,-0' --, OP OF PIER (-I'-O") ANCHOR BOLTS Ser. Agri-Business Ghlld b-#b VERT Development r —ri #5 0 10 TIES 9) ALL ANCHOR BOLTS SHALL BE 5/4- DIAMETER WITH IW EMISCOME T. PRO , JWTION AM THREAD SHALL BE MINIMUM a'. M sow*wldW. L—J L—J ' 8) COLUMN LEVELING PLATE? SHALL BE SET' AND BROIJT® PLACE ACE f3 P90) TO ERECTION OF STEEL. NJHINS NOT TO me UawJ U REIIpORGCMEN7` IF GALLED FOR ON DRAWING SHALL BC NEW BILLET STEEL CONFORMING TO ".T.M. "IS GRADE 40. 10) WELOW MORE FABRIC SHALL BE GOLD DRAWN CONFORMING TO A S.T.M. A-105. FOUNDATION PLAN FOUNDATION xALE, 1/0'•1-O• PLAN Ga0113 6-15-0I 5- , „ M TYPICAL COLUMN GAP iE. M= AND CANTILEVER BEAM DETAIL 7-41110 ADD. FA­3 BIDE 4 OPENNrs SUPPORT 4 SUPPORT S” MIN DETAIL OF ADDITIONAL 1 ---- _61, 6' MAX ---- I 3/8• CLIPL ■.x."�,.■"...,.x. wrAor RE INF AT WALL OPENING _ w PRONDE 3° MM CONC. COVER 1 I L6" X 31y" X V40 (LLV) ALL AROUND COL AND BASE R COLUMN - SEE PLAN AND TYPICAL ROOF OPgN INCA GROLND. COLUMN SCEEDULE 4 rw:a wa■tn�wx I!" EXP. JOINT-PILLER MM■��` i ALL AROOINP C )LU N40 BAR DIA. 1 1 40 BAR DIA. 40 BAR DIA C &LAON 6 GROUND —x—x—x x x—x—x—x— IT IS A VIOLATION OF THE LAW FOR WHERE COLUMN FOOTING MUST ANY PERSON UNLESS ACTING UNDER 01111FIRM TO IWAR ON THE DIRECTION OF A LICENSED ARCHITECT, TO ALTER THESE DRAWINGS TOP OF PIER w LNDIST�ED VIRGN SOIL AN OR ACCOMPANYING SPECIFICATIONS. OR FOOTNG 3 rK OF THE FWD CEARl1�Ys ° PROVIDE i96 VERT CAPACITY PIQWPE Z'-O° X 2'-e° �'-^ - WHERE SUCH ALTERATIONS ARE MADE, ° CONCRETE PIER THE COGNIZANT LICENSED E AR HITEC RE RENF WITH �s TIES � 10 THE REVISIONS ON THE DRAWING AND/OR rr w SPECIFICATIONS. TYPICAL CO UMN BASE DETAIL d elm �raq°d gnu■. w No Easombn 1■■) acmEm Er-oRaSEANDmE PLAN AND TYPICAL WALL DETAILS \ SGFIEDLILE FOR SIZE AND REIPF. TYPICAL INTERIOR COLUMN PIER AND FOOTING DETAIL LINTEL SCHEDULE wwr�a�w 1 112" CONT. -Y.{ TOP OF SLAB MABONFI rrr ULI I THICI04EM 61g E OPENOTw M6� STEq�d '�"'�' J C G pP x x—x—x x~ x x—x 4° i' X 340 X 6/IIr° fLLV) 4'-0' OR LESS wr�,uru■i�ru �G DOP 4° i° X 341 x `11111 (LLV) W-O" TO l'-O° be 6° X 6" X SAW 4'-O° OR LESS i° 6" X 6" X 460 4-O° TO i'-O° -Ip SECTION AT SLAB ON GROUND NON LOAD BEARMs WALLS •n , V] ; ° z Irl" � ADD 5 a 12 k 4'-0" I TYPICAL COLUMN CAP PLATE t CANTILEVER BEAM DETAIL ■ evl � lax ■ na�n HORIZ PI u PLAN AT FOUNDATION WALL 6LADC0WTR Agri-Buslness Child BEAM 4 FOR MEAM SEE 60*3 " JOINTS TO w Development TYPICAL CONSTRUCTION i " MY A%r440M G01 OC OR ON COL ob 'boutl�Id, W. JOINT DETAILS F: � ELEV. 1 • 37 .G. W12 SEE D 1 1/4 iZ L M.O. ♦ 64 EACH 61DE V GOVT + 3h cow. ANCR • EACH END 9 j -SEE PLAN FOR IlAll- 111/t" CL I 1/2 MASONRI' I 66 7METRICALL2. SHOW BEAM AS REGIT) IL SEE PLAN - E r PLACED x-x-x-x-11-x x x-x 141 2-04 CONT. Ly° EXP. JOINT - - - - - - - - FILLER E] VAPORSAM TYPICAL DETAIL AT DETAIL AT LINTEL L - 2 MASONARY WALL OSTRUCTURALSTRUCTURAL�,U�DISnIAeED WARM MATERIAL--�� ROOF FRAMING PLAN R 0171PACTED MACIW-ILL PLAN (11111110% DErIeIm TYPICAL SLAB ON GROUND DETAIL ' e arvw� xm G50119 6-15-0I 5-2 , ' IIIIII�III•�Illli y COLUMN SCHEDULE ~ Mc SIZE � RKS EMAR GI Wex24 Ibd2x1 CIA Wi+04 ladIIII 14-3/4• DIA A IL PLAN NOTES G7 W6,01 Ibtl7xl ROOF FRAMING PLAN a.r.rx.wna�r.lr xr rr►awr 1. ROOF DECK SHALL BE 1 I/2' DEEP, 22 GAGE, SALV. MUDS RIB METAL DECK y LINTEL SCHEDULE 2• TOP OF MST ELEVATION vARIG9, SS PLANL 3. TOP OF STEEL. SUPPORTING JOIST SHALL SE 2 1/2' BC.OW TOP OF JOIST. LI SLY •'x 3 Us' x 3/6• •, Mo 4. TOP OF STEEL SUPPORTING DECK SHALL BE O' BCJDW TOP OF JOIST, i L2 Wb x 18 + 3/b• FL •' MD 3. PROVIDE JOIST BRIDGING AS FCR SIMS. JOIST INSTITUTE. b. PROVIDE I RON OF ADDITIONAL BOTTOM CORD BRIDGING AT THE FIRST LS I SLL 9'x 3 11 x 3/i• 4' Mo JOIST PANEL POINT FOR WIND UPLIFT PER THE STEEL JOIST INSTITUTE. T, FOR JOIST WITH A SPAN OF 40'-0' OR GREATER THE RON OF SINDSING vo IFY Moy mfbh PLOOR FLAN CLOSEST TO THE CENTER SHALL BE GROSS BRACED AND BOLTED AS PER THE STEEL JOIST INSTITUTE. 6, DOUBLE UP ALL STEEL JOISTS AT WAG UNITS. HVAC UNITE SHALL BE LOCATED ural nm® � DESIGN LOADS AS CLOSE AS POSSIBLE TO COLUMNS. a +wna ram �A,..�1r LIVE LOAD 'JO PW + SNOW DRIFTING lxrlf�il MRA xaM�Ow�a DEAD LOAD 20 FSF TOTAL LOAD 50 FSF IT IS A VIOLATION OF THE LAW FOR ANY PERSON UNLESS ACTING UNDER THE RECTION OF A 4' ARCHITECT,ACO ALTER THESEDRAWINGS • I AND/OR OMALTER T SPECIFICATIONS. WHERE SUCH ALTERATIONS ARE MADE, THE ® ® MUST SIGN, SEAL, DATE AND DESCRIBE ` • Y , • THE REVISIONS 25'-0 ON C THE DRAWARCHITECT NG SAND/OR 8 22-7 I/4 22-0 I/8 2W-0 IS/Ib 25-0 IS/Ib atl w SPECIFICATIONS. TYPICAL CO LIMN BASE DETAIL 4 W16 x 26 A& x 26 Nib x 26 Nib x 26 K& x 26 C+r N7,glda Ldklr of NO Fd1sI1x1 Lw) GI GI GI GI GI GI I ' a Z Yryf Yry1 n x .'�w�i�i,w�rrw.� it ��awi�� Y Y X 0 31 In in In p EGIS 2 ROWS JOIST BRIDGING rwnArrurwa� Nib x 51 5'-01 Nib x 26 4'-0 MUb x 26 4'-0' NIS x 26 Nib x 51 > .-��• 02 G2 02 02 02 G2 ' $ 3 ROWS JOIST BRIDSINS TYPICAL COLUMN CAP PLATE i CANTILEVER 'BEAM DETAIL W Dal mmcwnm I ■ [ 11 8 1 0N ■ �I x - V V V V nawm O Y Y Y Y OIn 1 In in n In n Agri-Business Child Development MWIO Road, CR48 GI NI8 x 55 = GI Ko x 55 = GI W21 x 50 = GI NO x 55 = GI NIS x SS CI = sa "Id., W. O WI4x22 p M ry HORZ.BRAGE PROVIDE #5 ea WELD TO BM 'Y n 3 x 3 x 1/2 ' o PARAPET x TYPICAL K1422 1m x Wi4 x 22 GIA GIA GONTINUOU5 ANSLE5 T 6 B xrr�a 1 STRUCTURAL ROOF FRAMING PLAN FRAMING PLAN SCAM, 1/8001,-0' • .I1ocr+a, oloe slw�,xm G50113 6-15-01 5-2 r OF BEAM rt C TYP. 1N 1112 21y" BEARING TYP �"` V4" 7 q" 1 (2) 3/4" A 325 BOL I" �OO.d�IMyjLL (MIK) �rL 1"CUAN.) h ��hl♦5� r (2) 3/4" A325 BOLTS SEAT 4" X 4y"X0'_S" POINT LOAD 1�fss ter[ n14„ r II. II - TT�j •� /4" 3" �llv L2"X2"XI'e 4"CMINJ 4 L 11/4"XI I14"'XI'." 2 La 2 X 2 X / JO BM. 4 (BY JOIST CON ' ) • EA L Pio"X14 LINE Xke" STIFF. „ • • (/ POINT LOADS p� BRIDGING TOP[BOTT. CONT. EXTEND BOT CHORD i4 L-4'X4'X 4X0'-S" `POINT LOAD f HORIL BRIDGING FOR 3" MIN BRG. i4„ MIN. EXTEND IBOTB CHORD 114 ' - L4"X4"XL4„X®'_B" JOIST BEARING JOIST BEARING DIAGONAL BRIDGING HORIZONTAL ON GzIRDERS SPANDREL BEAMS SPANDREL BEAMS BRIZ)GING DETAILS OF JOISTS BRACING COLUMNS rt" ''►� P f C A L O fi lel UJ EEEE�;) 4e;, -r E=-: EE L_ J O I N D EE T ,� OIT IS A VIOLATION OF THE LAW FOR ANY PERSON UNLESS ACTING UNDER THE DIRECTION OF A LICENSED CANTILEVER ARCHITECT, TO ALTER THESE DRAWINGS GENERAL 4-5/16" STIFFENER AND/OR ACCOMPANYING SPECIFICATIONS. IR'S - 2 EA. SIDE 7P 1. The contractor shall verify, all dlmenatana baton submitting shop drawings. 1. The contractor [hall go with the owner and architect and affidavit from the V'ON" WHERE SUCH ALTERATIONS ARE MAGE, 2. In cam of disagreement between Architectural and Structural plane, the manufaetur of structural at". certifying that the steel moats the THE COGNIZANT LICENSED ARCHITECT Architectural requbwments Niall govern. �g MUST SIGN, SEAL, DATE AND DESCRIBE minimum requirement ter structural aired as defined In the A.I.S.C. THE REVISIONS ON THE DRAWING AND/OR 3. The Contracts shall submit checked chop drawings for review. No details shell ep@dfleatlne, latest edition. Vis' LEVELLING R. COL" BASE 12' SPECIFICATIONS. be cocked balms the framing plane have been submitted for reeler. 2. The structural steel framing and "aging shall conform to the requirements SAME SIZE AS SEE COL. SCH. C Should unfaneon conditions or other cause necessitate construction details of the A.I.S.C. 'apeelTlaationw for design, fabrication and erection of COL. BASE R. ! r not In aecardo an with there plane. Contractor shall notify the proper structural stsel for buldIngi latest edition. = u. authorities and submit his detaga,showinq the proposed method to 3. The design fabrication and reader of open web steel joist construction - w accomplish the required result. shalt comply with the fallowkng. h TOP OF BLAB w C p (� Aimeli a lhllww el Ne EBare I+a) 5. All constructotherwiseetion shown thus ® shall have no concrete Nab, unless A.I.S.C.-S.W. seppeetlleatlana, listed edition a otherwise noted an plan. Standard epeslfk:ationm for open web stool joists - K series /4 CMM) -� 0 Standard speciflartlans fr langspan stool pinta - LH owles NON-SHRINK S. The contractor shall mfr to the Architectural, Mechanical and Electrical ! - ------- drawings and verify the else and location of all openings, sleeves, StandardspesMeatlms for deep Ianyyspan ateN IW - OLH aetes GROUT' � h (4) 3/4" A326 Al 715t, choose, conduits, depressed areas, floor finishes, 011e, anchors, @tone 4. All structural steel sholl be A.S.T.IM. A-35(fy - 35kN)tube steel; fy - 45 kat. SEE PLAN BOLTS STANDARD and masonry datsls. hangars, arts@ and other mlsoellansaus Items baton 5. All shop connections @hall be weldled or bolted. Baits to be 3/4 111 A.S.T.M. t � w A.I.S.C. CONN. 7. No noteorelaek there of shall be tonmtrued oo relieving the A-325 and most A.I.S.C. sp@cMcatlana, lectin 1.15 wolds to be E70XX and _ !• !a (4 ANGLES) g most A.I.S.C. speaMootions, @sedan 1.17 m contractor from executing NI work In accordance with governing building 5. All welding to be done by licensed welds TOP OF FTG. _ „ codes. 7. All steel details shall be designed to conform to architectural nqulrementr. PIER WALL 3/4 A 325 BOLTS L The engineer of nerd In not responamle far Avid nprvisln nor job site safety. 5. All hung Rotolo shall be provided ndth vertical and herrizntal adjustment BUtTRESS. s4" COL. GAP tE. AS RE IV. WIDTH OF R TO g. NI Geld connections may M balt@hd using A.S.T.M A325 belts except where welded d 3,� HOOK E=AL BEAM FLG. +I" CONCRETEconnections an required C2) 3/4" CA3 ANCHOR BOLTS OR ICOL WIDTH 1. All eanorete wade, dotage and andconstructionmethods shall conform with the � + I" IWHIGHEVER * REQ/g on a IS GREATER RICn'9(J��'. provl@lan@ of the A.C.I. buylding coda rsquhsmnts Tor rNnToreed /0. Tops of NI columns moll be 1' below top of highest boom framing Into column BASER � conowto unions beams run over irs. -4 theme a)odesdlowl andd thelocalbu�Idinglfthere codes @hNWtake preld be �odurtm between 11. NI end connection@ shall be ffuull strength columns onnections capableuof resletlnq ---- ---- �/ /^ /� ' I1� /� }� �•. �1?.� ;' 2. Concrete30 pin signs shall be entroNedan follows )l125- foundda) the mom uniform food an the tion wall@ and footings 12. Provide double joists at roof tap units locate units fic bearn dattmlumns. T I f= 1CAL LOLL IN CAF Imo - el floor Nab@ eubmlt location. tat Wn to n inmer of amoral or to Installation 3500p weigh g prior 3. MI reinforcing steel shall conform to the current raqulrsmehts of ASTM A515-50 except as follows; METAL DECK mm a) Beam athrupa and column ties - ASTM A515-4s. AND CANTILEVER 5 E M DETAIL b) Welded steel wire fabric - ASTM A155 1. Doak unit@ shall be the slow Indicated an the drawings and shall be In lengths 4. In order to maintain the lateral stability of the soul for all Isolated to span over three or more supports. T�P I CAI OI I IMi. I foundation plan and proper bedding of bottom of footings r pica, the L All deck units shall comply with the requirements of the stool dedc Institute L-. L-lel l I I �l 4 SUPPORT 4 SUPPORT �ss general method showing the extent of pit and general exeavation shall be 3. At roof, the metal dock shall be faatened to the stool framework at ends S" MIN subject to the approval of the engineers. and Intermediate supporta by puddle welds not lees than 5/5' dla. e [ v 1 a h o N e 5. All footings shall bear an 2 ton capacity material. And crtMed by No speared not more than 12' oro. aide laps to be joined with metal -6 MAX 3/S" CLIPL soginer/ testing lab, leseu O 3'-0' as deck manufaabur recommendations shall govern BASE DETAIL 5. FaoMgs at dUferent Inds shall be stepped, oro that the dear distance N more etringnt and approved by the engineer of record. _--_--_ Nassn between adjacent bottom edges shall not exceed a Nape of ane vertical to 4. Shopdrawingsshall Indicate docs type, gaga and all necessary details Tr n TT f two hortructio . Wild WI calform for W�O' m mdmbugmnconnection Iter the wok. I t I I � � 7. Vertical construction plot@ N salla or grad@ beams shall be located within the middle third of upon, pnfrably In loop having no openings. Hrrizontal construction joints In welt@ sholl be avoided as for an rim___�-I- __=L-I== m In practicable -- 5. Backfill shall not be placed against foundation walla or grade beams and the cna vale N of @uf iclent otr@nght and until thea walls an properly Y4 /4gri-Bu8lnesls Ghlld braced, top and bottom, by the horhntal flan Nab or by adequate L5" X 3�i" X. I/4" ILLY) Development temporary bracing. Trude, bulldozrs or other heavy equipment shalt be p operated with oIn sash manner an to roues v damage to these walla T`r'PICAL ROOF OPENING mo lal � g. Submit eomplctsh e shop dot details red setting pine for cepproval far outside walla CONCRETE TESTING Contractor shall furnish strip elevations showing all opnInga, shelves and other prtelnt data In addition to requWd reinfrcennt 1. Three test aylhdre shall be take for each days pour k for so 50 yd.@ 10. All structural members shall be poured for thea full depth In ne operation. of each concrete type one tested O 7 days, 2 O 25 days. results All construction joints, much as days pour joints shall be located In forwarded to the arch/nginsr the middle third of span. Main nlnforannt to run through the joint S" BLOCK OR 40 EAR DIA. 40 BAR DIA 40 BAR DIA If no steel In provided In temp of Nab wherejoint occurs, Provide ROOF LOADS GREATER - additlnal p in 1'-5' • 12 5 dowels 11. Minimum studprotection; 3/4' far Nabs, 1' for Interior face of walls, Uva Loads 30 PSF 3212 1-1/2' for beams and ghlet, 2' for columns and exterior face of walla, Dead Loads - 20 PSI ;r for footings, Pins and pedeetala TOTAL 50 PSF IL Contractor shall Install all @leaves, Innett@, ata. and provide all necessary mimeses required by other trades. Contractor shall provide and set all column [newts for brick ties and Inserts for spandrel lintels Mind load for building design Is. 15 paf booed on @satin t1D3.4 and Table v-aD3 ® >± an shown an plana of the New Yak State Building Coda L ! 13. All Naetrkal and other conduits which we Imbedded In Nabs an to be distributed so that they IntenrfA oo little a@ possible with the reinforcing otesl, and shall be located below the tap layer of I -0" ninforoenest N is a vldamr Mass Eamon, tam of me wtiM of Nes wk 2-14 CONT. 14. Far type of mamanry onehormto be Inase *r In columns and boom@, afr why NeerA uem be r ow" wAw the - - of ■ 5MGTURAL spsoifico ons. "hoer' F%Efmd'"IR,,, ,F"�i"' to me myhown en this ta'lahs ROOF PRAMIN6 PLAN 15. All ban marked continuous shall be lapped 40 diameter at splices and camera ,"'�..,r e:'� thwfml:d E�hp r dh�am soh o r T`r'P I CAL DETAIL AT shall be hooked at obstnation% unions otherwise shorn an drawings. Rom hr wal win fir nmf K I ho won by his 15. Slab@ on grade shall be poured In alternate lane sequence w/1000 sq.ft mea dwus re wel the eats or wah eltwmmwh tollobw doh a area construction joints shall occur at Column center line unless noted. apadb eoewytMh el m's. ellwallwh. 17. Construction plots r.In foundation walla shall be no mathan aD'-D' apart I IASONARz ' WALL IL FTYPICAL WALL DETAILS For cnwwte testing @se,@peCifloatina • STEEL seers xnh sae MINIMUM Mac 650115 6-15-01 5-4 Y y ■ MOMM�ir W� lm I N CANOPY PLAN VIEW 23 -04' 21 -10 " 13 g 22'-TI6 22 -53" 21'-104" O A ho or ho or I6 2 ho er ho or c ala = 22 3 q INO Q ul D `DI O W Ot- 23 AO i® O ® W IT IS A VIOLATION OF THE LAW FOR TYP RPZ'g ANY PERSON UNLESS ACTING UNDER 1' 2' 1 HR GYP - UTILITIES $ WALL TYPE LEGEND. THE DIRECTION OF A LICENSED 12 - Q 19 O STORAGE'� ARCHITECT, TO ALTER THESE DRAWINGS Q14 F , �9 AND/OR ACCOMPANYING SPECIFICATIONS. - '�� _ W 5 _� ® 3/4 HR (wall I/2 " gyp, bd to 41-111, underslde of structural deck.I HE WHERE COGNIZANTT ENSED AARE RCHIME DE, ' ° 1 I R — — — — — — U a I hr wall: 5/5" type x gyp bd. 'On MUST SIGN. SEAL, DATE AND DESCRIBE — — — — — — — — — — _ _ _ _ _ T ' - - ® - - - - �� — _ — _ 2 8 _ q ® ® 1 /2u sides t0 Under8laG Of THE REVISIONS ON THE DRAWING ANO/OR tp Q — — bOt SPECIFICATIONS, I ® - .• U str ctural dock C ® O " gyp On both sides to above lq 6 Q a a'-II' V _ finished telling ht. 16 IT Ig i d] v (3w Appy swum or M7 FAmellm Is) 15 18 21 24 62 5 26 -T 2 32 7 6 I I Q ;q E 13 Y� 7 7 l' AO 33 ® 34 E // 3/4 HR GYP A FIRE PROTECTION NOTE5: -G ' 10 O O 5 4 39 BUILDING TO BE PROTECTED WITH A FIRE II q 9 r SPRINKLER AND FIRE ALARM, IN COMPLIANCE N I l 39 3 �' WITH NFPA 13 and NFPA -f2 5ee Fire protection engineers drawings. M.I.C) , � U Q - - - - - - U — Illi W - - — _ _ - - - „ N m V ^ 21._5.. 22,_68 — — — — — * FIEG�gpF9 > 4 P qp0�c N © ® a Q 3 O • r s 8rb d b Q o 9r� Sa Ky (~in 3/4 HR GYP 12 bO hopor hopor 6 -6 qp,,or -bgPer oper 37 par I� Oma Y10[ R E V 5 1 0 N 5 MASONRY CHEEK WALL , I,_2" O " 6'-6 . '-4" MASONRY TYPICAL M.C.'s (North 1 5outh) CHEEK WALL ALUM.S 5LA55 VESTIBULE 3 5EE DETAIL Agri-5uslness Child 21 -104 m 9Development RooDlm Room Dim MWdlo bad ^46 D OouYald, W. ^SCoi-1' 1 T0—GTURAL— FLOOR PLAN I BC.ALE, IRb•.h-0• Comm ;I 9 !} ARCHITECTURAL I FLOOR PLAN ewm In, G50113 .'b-15-01 A-1 II I f .. i ��L SMIM�LL 4 8 4 TY'PIGAL Goping EXPAN510N JT Split face color #2 III II Split face Block colo #1 (typ) A i X a FiR. � � m North (front) Elevation IT IS A VIOLATION OF THE LAW FOR ANY PERSON THE DIRECTION OF SA LICEINSED UNDERNG \ ARCHITECT, TO ALTER THESE DRAWINGS coping AND/OR ACCOMPANYING SPECIFICATIONS. Plat B1oek recess Split faGG Block (typ) WHERE ALTERATIONS HE COGNIZANTLCENSEA CHI EARE CT MUST SIGN, SEAL, DATE AND DESCRIBE THE REVISIONS ON THE DRAWING AND/OR SPECIFICATIONS. m I V 4' -6 -4" Painted Hollow Metal doors Fixed glazing w/ (1) operable per/classroom w/ angle Iron panel trim detail South (rear) Elevati Rn Q,EGIST�R .� QNpAHDO F o c, Parapet step Lip o GopingtORV Standing scam Mtl roof sys. Plat Block recess 5pllt face Block ler. in emnsi elu[ Dryvlt layer Dryvlt layer R E V S U N S LE Glass vestibule Masonry col. Masonry cheek wall 61ass door way b' 4'-10" 8'-10" I' 8'-10" , In masonry opening Agrl-Eluelneee Child West Entry west @ Entry East a Entry 61ass door way a side 11te9 East Elevation Devslomenb Middle ` west Elevation Wa 6auld, W. ENTRY SIDE )=LEVATONS FLOO5Z FLAN x�� 1/8•-r-o• ' EXTERIOR ELEVATIONS mom i � 70501 6-15-0I �-2 0 I I � � ■EI®0 L dllM�Li EIN15H 5GHEDULE DOOR 5GHEDULE �+� NO. ROOM TITLE FLOOR BASE WALL5 GL6. CLO. REMARKS NO. 512E MATERIAL FRAME EQUIPMENT REMARKS N 51 E 1 V41 HT. VESTIBULE GT 6L 6 6L P ACT 8' I 3'-8" X 7'-O" ALUM. $ 6LA55 ALUM. CLOSURE 2 WAITING ROOM G V P ACT q' 2 3'-8" X 7'-0" ALUM. d GLASS ALUM. CLOSURE 3 DIRECTOR OFFICE G V P ACT q' 3 3'-0" x 6-8" HOLLOW GORE MTL. 4 ED GOORD OFF. G V P ACT q' 4 3'-O" x 6-8" HOLLOW GORE MTL. 5 STAFF LUNCH VCT V P ACT q' 5 3'-0" x 6'-8" HOLLOW GORE MTL. 6 INTERVIEW RM. G V P ACT q' b 3'-0" x 6-8" HOLLOW GORE MTL. 7 GOORIDOR VCT V P AGT q' 7 3'-0" x 6-8" HOLLOW GORE MTL. 8 4-5 YR OLD, G V P AGT q' 8 3'-0" x T-O" HOLLOW MTL MTL. CLOSURE q TOILET VCT V P ACT q' Cl 3'-0" x 6'-8" HOLLOW GORE MTL GL05URE 10 4-5 YR OLD G V P ACT q' 10 3'-0" x 6'-8" HOLLOW GORE MTL. II VESTIBULE EA57 VCT V P ACT q' 3'-O" x b'-8" HOLLOW GORE MTL. ICL05URE 12 2-3 YR.OLD G V P ACT q' 12 3'-0" x 7'-0" HOLLOW MTL MTL. CLOSURE um® 13 TOILET VGT V P AGT q' 13 3'-0" x 6'-8" HOLLOW GORE MTL, CLOSURE 4 2-3 YR OLD G V P ACT q' 14 3'-0" x T-O" ALUM d CLASS ALUM CLOSURE 15 INFANTS G V P AGT q' 15 3'-0" x b'-8" HOLLOW GORE MTL. 16 MEN5 HG. GT GT P AGT q' 16 3'-0" x T-O" HOLLOW MTL MTL. , CLOSURE 17 LADIES HC. GT GT P ACT q' 17 3'-0" x 7'-0" HOLLOW GORE MTL. GL05URE 18 LAUNDRY VGT V P ACT q18 3'-0" x b'-8" HOLLOW GORE MTL. IT IS A VIOLATION OF THE LAW FOR Iq INFANTS G V P ACT q' 145 x b'-8" HOLLOW GORE MTL. CLOSURE ANY PERSON UNLESS ACTING UNDER THE DIRECTION OF A LICENSED 20 KITCHEN VCT V P AGT q' 20 3'-O" x 7'-0" HOLLOW MTL MTL. CLOSURE ARCHITECT, TO ALTER THESE DRAWINGS 21 OFFICE G V P ACT q' 21 3'-0" x 6'-8" HOLLOW GORE MTL. AND/OR ACCOMPANYING SPECIFICATIONS. 22 UTILITIES VCT V P ACT 9' 22 3'-0" x 7'-0" HOLLOW MTL MTL. CLOSURE WHEESUCLTERONACTDE,COGNIZANT IARCHITECT 23 HDC OFFICE G V P AGT q' 225 3'-0" x 7'-0" HOLLOW MTL MTL. CLOSURE MUST SIGN, SEAL, DAME AND DESNG CRIBE THE 24 VESTIBULE WE57 VCT V P AC T q' 23 3'-0" x 6-8" HOLLOW GORE MTL. CLOSURE SPECIFICATIONS. 25 2 YR OLD. G V P ACT q' 24 3'-0" x 6-8" HOLLOW GORE MTL. CLOSURE +' 26 TOILET VCT V P ACT q' 25 3'-0" x 6'-8" HOLLOW GORE MTL. CLOSURE 27 2 YR OLD. G V P ACT q' 26 3'-0" x 6'-8" HOLLOW GORE MTL. X10 11I"111" of No EI 27 3'-0" x 6'-8" HOLLOW GORE MTL. 28 3'-0" x 6-8" HOLLOW GORE MTL. 2q 3'-0" x 6-8" HOLLOW GORE MTL. CLOSURE 30 3'-0" x 7'-0" HOLLOW MTL MTL CLOSURE 31 3'-0" x7'-O" HOLLOW MTL MTL. CLOSURE 32 3'-0" x 6-8" HOLLOW GORE MTL COLORS $ FINISH 5PEG A5 PER LANDLORD/ TENANT. 33 3'-0" x 6-8" HOLLOW GORE MTL CLOSURE PREP EXI5TIN6 WALL5 TO ACCEPT NEW FINISH 34 3'-0" x T-O" HOLLOW MTL MTL CLOSURE COLORS $ FIN15H SPEC AS PER LANDLORD/ TENANT. 35 3'-0" x 6-8" HOLLOW GORE MTL. w D G TE6iE 36 3'-0" x 6-8" HOLLOW GORE MTL. ICL05URE Q$GMp00 37 3'-0" x 7'-0" HOLLOW MTL MTL. CLOSURE 38 3'-0" x 7'-O" HOLLOW MTL MTL. CLOSURE 3q 3'-0" x 6-8" HOLLOW GORE MTL CLOSURE 0 / 40 3'-0" x b'-8" HOLLOW GORE MTL o� ?z s 41 5'-0" x 7'- ' HOLLOW METAL MTL. GLO5URE WE R E V 15 1 0 N 5 IIO®f HARDWARE: " ALL HARDWARE SHALL BE BRASS FINISHED, LIGHT DUTY GOMERGIAL &RADE, LEVER TYPE CONFORMIN6 TO FEDERAL SPEC*154. DOOR CLOSURES 5HALL BE PROVIDED ON TOILET5 AND FIRE RATED DOORS. PANIC DEVIGE5 SHALL BE USED WHERE REQUIRED BY N.Y.STATE BUILDING CODE. ' Agrl-Bualneaa Child Development M WIG ft", 1511111,40 � 9 aouYiold, wr. ROOM FINISH 4 DOOR 5GHEDULE ' 7C601:15 b-15-0I A-3 law REELECTED GE I L I NG PLAN SCALE: 114"=]'-O" , iEl0OL mm LL �mllim LI C��iTI NCS SCHEDULE GENERAL GATALO6 GENERAL CATALOG SPRINKLERS . SYMBOL DESCRIPTION NUMBER DESCRIPTION SYMBOL DESCRIPTION NUMBER DESCRIPTION, • PROPOSED NEW SPRINKLER HEADS POINTED RECESSED 2'x4' 4-52A L.G. T-5 OGTORON LAMP EMERGENCY BATTERY UNIT DOWN ONLY V ® FLOURHSCENT FIXTURE AND ELECTRONIC, BALLASTS (PU PRISMATIC LENS) PV TWIN LAMPS (SEE FIRE SPRINKLER PLAN 6 SPEC.) RECESSED 2'x4' N.LG. 4-52A L.G. T-5 OGTORON LAMP EXIT SIGN FLOURESGENT FIXTURE AND ELECTRONIC BALLA5T5 (dW SILVER SYM. REFLECTOR) Z ® RECESSED 2'x2' I-&OW U-SHAPE 'TUBE FLOURESGENT FIXTURE AND ELECTRONIC BALLA5T5 (K/ SILVER SYM. REFLECTOR) LIGHTING FIXTURE D N.I.G. VU BATTERY BACK-UP rwlwi m od® m I i I { ® IT IS A VIOLATION OF THE LAW FOR ANY PERSON UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ® ARCHITECT, TO ALTER THESE DRAWINGS G AND/OR ACCOMPANYING SPECIFICATIONS. WHERE SUCH ALTERATIONS ARE MADE, I 14xi 14 ® THE COGNIZANT LICENSED ARCHITECT MUST SIGN, SEAL, DATE AND DESCRIBE THE REVISIONS ON THE DRAWING AND/OR SPECIFICATIONS. i I I I Is b , (Sr Srtlrr aM NMS Eislrn lad I I' 14 1 i H � H I 1I � I � j I I • i I e Q b KgRED� N M. NL Illmor N m O I�I�1�J R E V I S I O N S FOAMd 0 0 � ❑ G ❑ Agri-Buatnesa Child Development voators Film sou"1 , W. �E:�LE:GTE=1� GE: I L I NC PLAN I sG,nL�� ve••r-o• • MlM�t• REFLECTED CEILING PLAN rdmr d nloc owr. ■o, sconS 6-is-oi A-4 Cr COL ! SPANDRAL g, RIGIIDp E. �AMMS�R.A. COL 4 SPANDRAL FILUM. FASCIA ON - CONTINUOUS WOOD BLOGKIN6 TYPI .A ROOFnu T^ BUILT-UP ROOFING ON ALUM FASCIA 01 MASONRY FILL R161D INSULATION (RII.O MIN,) CONTINUOUS "'! 1 I/2" STEEL DECK TYPE "B" 22 61JADE I� WOOD 8LOGKIN6 ' MASONRY FILLMASONRY ANCHORS ¢" 645" O.G. MAX. MASONRY ANCHORS BARJO15T E COL. 645" O.G. MAX. STANDARD A.1.50. /� STEEL GIRDER (SEE 57RUC PLAN) CONNECTION (4 AN6LE5) 12" MASONRY WALL DRAwN Br 4" SPLIT FACE BLOCK JcHEceEo er I" AIR SPACE I" INSULATION - POLYSTYRENE 12" MASONRY WALL 6" GONG. BLOCK 4" BRICK DURO - WALL, TORO - WALL REINF, Ib OC, 4 O 1" AIR SPACE I" INSULATION - POLYSTYRENE ry 6" GONG. BLOCK � I IT IS A VIOLATION OF THE LAW FOR DURO - WALL, TORU - WALL REINF. Ib OG. ILI ill KNEE BRACE ANY PERSON UNLESS ACTING UNDER 3 1/2' x 3 1/2" x 5/Ib" W THE DIRECTION OF A LICENSED D- ARCHITECT, TO ALTER THESE DRAWINGS LAY-IN ACOUSTICAL GLC. 3 1/2" CLIP WELDED TO t- ANO/OR ACCOMPANYING SPEC'FICATIONS. COL { BOT. CHORD OF Q J015T. F- WHERE SUCH ALTERATIONS ARE MADE, LAY-IN ACOUSTICAL OLS O THEMUSCSIGN,INT SEAL, SE AND ARCHITECT THE REVISIONS ON THE DRAWING AND/OR 2'-0" COLUMN O SPECIFICATIONS, SEE 5TRUGNRAL PLAN I f (See APpropmte S.,Io, �r ,S Education Law) I \\ J 2 1/2" 25 6A. METAL STUD l 6 24" Or WITH F15ERCLAS5 BATT INSULATION 5/5" GYPSUM BOARD I I I' B OL BASE DETAI BASE PLATE 1/4" LEV'ELIN6 PLATE 3/4" (MIN) NON-5HRINK GROUT W 'I I/2P _II 1 REMOLDED EXP JT 2 3/4" DIA (A301)x 15 L. FILLER 24" AROUND ANCHOR BOLTS GOL (TYPICAL) �A 4. I O �r I m 1> d '� z �'� C• " THK FORMICA FINISH Q vf�7'T'n. 62 ' ISI WINDOW SILL p II 'I1 IL REV N0. OESCRIPnON OATE 11__.JJJJ W 2 " GAMETALSTUDI E 1 o N s 6 24 0' KITH FBEROLASS BATT INSARRoaEci. E �OLNDI. PLAN ! 5/5" GYPSUM BOARD N CONTINUOUS FABRIC I 1/2' PREMOLDED EXPANSION JT p DLASHINS W/ WEEP HOLES 45" O.G. MAX (TYPICAL) 4' GONG, SLAB W/ 6"x6" DLASHIN6 W/ WEEP S CONTINUOUS FABRIC I/2' PREMOLDED EXPANSION JT 1 10/10 W W.F p HOLEACT• -LJUSII^"P.�j(j Ghl d 45' CC, MAX. (TYPIGAU 4' CONIC SLAB A/SLAW/ 6"x6" FINISHED FLOOR FIN0/10 W AF. �_ISHED FLOOR d' ' GRADE— I/ !� \I 55 � I®\ L7P.VP. �OI'�YYI P.r1t GRADE d " " � • 'w Middle Road, CR45 Southold, NY. , I" THK x 2'-O" H a POLYSTYRENE THK x 2'-0" H ' n POLYSTYRENEa Q ° .a' d ° Q 6.. 1ST a. b °' oRAwlnc: ° < ° < WALL SEC70N5 I 5EG7ION 5EO70N . , � scAk:e/a".1/-0' SCALES/a°=V-O• pAw PR I' odser No: ogre. oRlNc/No.: G5oil_ ` 6-15 01 �_/ 1 I METAL COPING I I/2" WD NAILER (PRESSURE TREATED) ' I I Ll •5 RE-BAR m 24' or, LA!W!0jE. 0 , R.A.GROUT SOLID ! WELD TO BEAM EM .IFlO WATERPROOF BACK OF PARAPET GAP FLASHING (SAW GUT INTO MASONRY) GAP FLASHING t BASE FLASHING FOLLOW RAKE OF ROOF 4" FIBER CANT - BUILT UP ROOF ON RIGID INSULATION STANDING BEAM METAL ROOF ON 5/H" 6P DENS6LA5-60LD SHEATHING % ON b" 20 6A METAL STUDS I — 5/6" TYPE X 6YP BD. DRAWN BY CHECKED BY. I Ilu 12" MASONRY WALL 4" BRICK ./ BLOCK FILL ABOVE GEILtN6 FANYPERSON LATION OF THE LAW FOR 2" AIR SPACE UNLESS ACTING UNDER 5TANDIN6 SEAM METAL ROOF ON ION OF A LICENSED5/8" 6.P DENS-CLAS-GOLD SHEATHING 6" GONG BLK. TO ALTER THESE DRAWINGS ON 6" 20 GA. METAL 5TU05 DURO - WALL, TORU - WALL REINIF :6 OGCOMPANYING SF EC'FIGATIONS. m I6" O.G WHERE SUCH ALTERATIONS ARE MADE, N THE COGNIZANT LICENSED ARCHITECT MUST SIGN, SEAL, DATE AND DESCRIBE THE REVISIONS ON THE DRAWING AND/OR SPECIFICATIONS. II 6A METAL CLIP ANGLE R-il INSULATION L'IleA,,mIpOl� Secbane of N"S °e�conon Low) v �i 5TANDIN6 SEAM METAL ROOF ACOUSTICAL HUNS, GLS,. U 9'-0" AFF ACRYLIC GEMENT PLASTER AGRYLIO GEMENT PLASTER ON O 5/6" O.F. DEN5-6LA5-GOLD SHEATHING 'I ACOUSTICAL HUNG GLS, ON 6" 20 6A METAL STUDS 8'-0" AFF Q,Op ARc , / � 4iQV� C'IM A r P � 2"x4" ALUM FRAME I I" INSULATED OL(CLEAR) WITH THERMAL BREAKS — I REV NO OESCRIPTiDN DATE TUBULATED 6L.(7lNTED) VESTIBULE WAITING R E V E C N S 0 AREA __ I 0 PROJECT � I I 4 I I I Agri-Business Child I 1 Development I I Middle Roca, GR45 1 5outho'la, NY I ' I" INSULATED TEMPERED 6L.(TIN77M I'{ INSULATED TEMPERED 5L.XCLEARj ' FINISHED FLOOR `I " r• —x 9 x ' x �x \\ a ° ° DMWING: WALL 5PG'I0N a THRU CANOPY N. 7�01MTJ6-D1A5TE-OI lG�SEC,T1 ® V ' SCALc�e/a"=I/4' L r J I RIGRDO E. GMPOS?R.A. tw11IrKrw►urrstor wso.� L211 GOL t 51-ANDRAL tiW,�iFm I , 10" I 4 I ALUM. FASCIA ON - R-19 INSULATION CONTINUOUS WOOD BLOCKING MASONRY FILL 5/8" TYPE X GYP. BD STANDING SEAM METAL ROOF ON 5/H" G.P. DEN5-6LA5-60LD SHEATHING ON 6" 20 GA METAL STUDS a Ib" or, e . MASONRY ANCHORS 048" O.G. MAX. 1 N + v: R-II INSULATION 4" 20 GA. METAL e;;.; STUD a Ib" OC. DRAwN er. cNEcxcD ar: I e'•' vi; 10" MASONRY WALL CORE FILLED BLOCK II GA. METAL CLIP ANGLE e . . .' WI4x22 STEEL BEAM _ WI4x22 BEYOND FISAION OF THE LAW FORUNLESS ACTING UNDER OF A LICENSEDII GA. METAL CLIP ANGLE ALTER THESE DRAWINGS" ' ' '' MPANYING SPECIFICATIONS. WALL, TORU - WALL REINF 16 0.6 R-II INSULATION LAY-IN '•; ACOUSTICAL CLIS WIDE x " DP. GUTTER THE COGNIZANT LICENSED ARCHITECT I" I �.,,� s,. - WHERE SUCH ALTERATIONS ARE MAGE, REVEAL (ON SIDES STANDING SEAM AND SLOPE) 1 MUST SIGN, SEAL, DATE AND DESCRIBE METAL ROOF THE REVISIONS ON THE DRAWING ANO/OR SPECIFICATIONS. I lollREFER TO ELEV, FOR .'.; . HUNG LINTEL (SEE EAVE 6 RIDGE HOT. "• !' LAY-IN TYP DETAIL) 6A. METAL CLIP ANGLE CEMENT PLA57ER ACOUSTICAL CLS ACRYLIC AGRYLIG GEMENT PLASTER ON 8'-0"AFF (See Apprapmte Sections of NYS Education Law) 5/5' OP DEN5-6LA5-6l SHEATHING ON b" 20 GA METAL STUDS - AGRYLIG PLASTER FINISH ' _ I II I I V 2"x4" ALUM FRAME 2"x4" ALUM FRAME WITH THERMAL BREAKS fG0 ARC'F/ 7 e,:1 ��P o e. caaa WITH THERMAL BREAKS 4" 20 6A METAL 57UP I2" MASONRY WALL a 24" O.G. ANCHOR TO MASONRY 4" SPLIT FACE BLOCK y V WITH Ib GA CLIP ANGLES - O 6 36" Or, VERTICALLY 4" CMU . C s e 4" SPLIT FACE BLOCK VE57 BUiL y DURO - WALL, TORU - WALL REINF 16 Or I" INSULATED GL(TINTED) I" INSULATED GL.(TINTED) Q - ' , 22AN ,• N . 1 T4)E 05 4" STUD AT MID HEIGHT i0 FEV. NO DESCRIPTION DATE .a .' R E V I S I O N S ALUM GAP SILL FORMICA SILL I" THK, GEORGIA PACIFIC e.:;. ;. GENS-6LSHEA5-GOLD SHEATHIN .., PROJECT I I a•. I 9' 4 'J2' METAL FURRING f-2 2 '1/2" O GA. METAL STUD ' INSULATION - POLYSTYRENE B TT OG WITH FIBERGLAS I p':;: �j' BATT INSULATION - ':o : .i•: I/2" GYPSUM 8D. I" INSULATED TEMPERED 6L(TINTED) will1 1 O s--I/2" GYPSUM ED Agri-Bu51ne55 Child ry e : :. >; I = Development •:v.'. 1/2' PREMOLDED EXPANSION T CONTINUOUS FABRIC � I/2' PREMOLDED EXPANSION JT ° II DLASHIN6 W/ WEEP HOLES -a' CONC SLAB W/ 6 xb' I 4' GONG SLAB W/ b'xb" Middle Road, GR68 t;L OG. MAX (TYPICAL) IO/10 W.W F 10/10 WWF RIVOrhCad, NY FINISHED FLOOrd ,\ FINISHED FLOOR _ - - - - - 'O d ° A d FINISHED FLOOR ° ' FIN FL.R 1 x ' Q• GRADE,, "" Q • GRADE � ,�x 1 GRADE d A d ° . d ° THK —1" THK x 2'-0" H d x 2'-0" H ~-POLYSTYRENE d POLYSTYRENE d 1 d DRAWING b„ 1211 6. b" I2„ °. lo, ° c a b a sN WALL SEGTION5 21 d e d d d d a d , ° d ° **I CME�jN0: DATE' DRAWING NO l �I � %ALE:9/4^.u-0'SLALEs3 6- S-O '� GENERAL NOTES (5PRINKLERED BUILDING) LAW salve . SPIMIA. LEGE (PwW 2/0a) I. ELECTRICAL yrsn" SHALL Gol'rLY WITH NI Cox C.OAML ND7I"TION TYM . 2e Fj7 Steel Nen cg binlible ARTICLE n AW n♦-' NATIONAL nimI is CODeLLOCIP . mm MAINGY . GOns 2. MMW&�IGY DOWN AND LIOHTIN5 00" GE IIiSTALLM OUL HAZARD . Gi I Lav Naserd OrrtlkukbnaU M ACT.OWANr& WITH PART 1052 . U =40411 a W16 dTJI OS11wm MOMIXED AAWKM 10 1!i SPRI . +10j'�. SHALL W AT AND PLAO97 M N7A7UMJM TIRE AMA . +11p00 W. N IFLSTNJ. APPROVpD EMCseeFIGY LIGHTIFI- AccOlmANce wTH TRe LATSFT AC.J.611 sPeclncATioN Q1HR�S� PRe4lees TO ILLUMINATE ALL MEANS -1% - � I, ,SLABS - M . SUM P>J. U ALL►SORE MALL c 11"PLY wTl'Me STATE SYNGORM COM NO ALL ACCE&LIKEEML orNER CMM OP ALL A M011117115 RATANS•2me0IeTON S. ewr AM aIHREGTIONA_ s1eNa SMALL cDMrLr LATH eN E7m ROM T"�'1O�AM PE"90 rawS Ol Wm 2) ALL sm cawnRIAGTDFRs SCALL aeras ve'e'r AND m Thr ALL NOTE1 A ,E THEE NOSY YORK UNTIPORM r1AE PReveNnHDN DRAMffM& SAD SHALL NE Palm ON wsL PCR ALL cweswle AM CONDI UM cNT NE JOs A►O:MAW ANr AFD OUIl.DINO CODE. PART 10'J- . COFrAGTea 01.6RASL.APO SUM TRI"SoMM. KA"NM AND To W ARraNTEGT FORE PROC®Ms wTN ANY N INSTALL APPROVED ILLUMINATIS2 EXIT MOO AT M&4L=0 W.W I'f�WS;B; NTMJ 24 NgLR I. ALL PICRIC SWILL COMPLY Muni THE NM YORE: STATE LNIFOW PIPE ALL PATS AND APPRGIGMES THERETO. DIAECTIONAL !O PRplllpE VJ•PRs40LOm SJ MMTSYALD AND GOHr'IRIGT1gT 7C� PPW#WMON AND MILOINO GODS, NATIONAL m wTRIG GODS AFD ALL EXIT SONG SMALL SE INSTALLED IN RVER7' WV^41ION JOKM AT PSRIMlTM or SLAB MCOIlOIRA7m INTO M LOCATION V#M THE DIREGnON OF TRAVEL TO NO SAM OUT CONTRACna1 JOMTs AT/ILL GGLISRr ANO ARCM ALL � SMALL LO M S111YGT Kr-Tk M1 o H•TN TSC LATEST mIT1011 OTHER COPIES, OF ALL AUTHORITIES HAVING JJRISDIGTION COLIRN.JOINTS SHALL m IRM X I• par SAN CUT. OP ASTJL S M IY,ATIOItl MPLIGASL! . REACH TI! FlMmT GUT IS NOT IMMEDIATELY 2. ALL SLOOONTRAG712R6 SHALL ClTaC, VeRIPY AND HRESRDN9IBL.E AP IAIReTT. 4) ALL CiTMM K%j. rOOMNee ANO COLIMI PCOTINSS SWLLL SEAR ON L•RIT7sH DIMEiISpHd SHHALI. WNIE PRY,C,BHCE OVER SCALm POR ALL DIMNSIONS NO CONDITIONS ON THE JOB AND REMW ANY IwAffil' mI SOIL Or @DOD ML#400 CAPACMT•. MNIMM/OIL HRITM DIH AND DNS SMll. LL W e SECa SMAI.1 SCALL:DAANNSS. DISORM9 IES TO T! AMH17WT SORE PROcCMIND WTI{ ANY s. EXIT AND DIRECTIONAL SION05 SHALL GOM4-Y MOTs =ARM 6APAaTM ASRO'm AT 4000 PDP. _ _ OVM WORK. PART 103s . C) ALL SI PILL MATIaIN.SHALL = CLAM Rim SNO AND a SLUR INS TCM 1lALnI1011! NO PROCmS R TD S!COIOIKS NN M M N INSTALL MPROVCD ILLLMINATED EXIT SIGNS AT GRAVEL.COM PAOn'a To 4N Q MAXIMA SULDI2 THAT WLL PRRODIIOE Ael�W& MHICN MAY Se S. N1 MATERIALS AND GOFLSTIRIIGTION Tb � T14INCOMPORATISP.^TEST INTO M ALL GUTS AND APPROcAs THawarO. DIRECTIONAL WORK SMALL m IN ION ICTAP AGGORDANGE WI1H 1H! LMffiT mITION ON' GUT MOM SHALL BE INOTALL M IN EVCIY S) ^Wh n00IINm SMALL POURm MRTNa,RNIGALlr FMHINO A3.T.M. SreGIPIGAnON ArPI.IGABLL. ANCHIOR SOLTs fR 4. WRITTei DIM9aoM SHALL NAVE pliEW DANC! OVBR SGALLJSD T) ALL A AM N;LTs SNKL SE SAP DV#W=MM W s"RSIXER. U HHASONRY YRALLs SWILL SE OONsIISIG7m TIS!/IlO PLIlI•S ND OF DIMMO[M s AND DErAL aRAMNIOS OVE1R SMALL SCAR DRAWNE S. e)ILDIN61 EmIIPM!!!T PRD-ETOL NO TRSAD OWL m MSYMM S'. LMR,TYPE NO Sea M MDIQ"TQA1W ON n!Ina AID PLUMB A SII QMAW LEYMNS PLATPJH SWILL SS SET AND wROWm RM PLACE MOMRI!s IN OTHER PORION O W LO Ca.E/1N AND PIE Or ALL S. ALL NOTES RE MW4CE THE FEW YORK INIPOW FIRE MW*MnON I. EU11-01Fb 15WIFI•QTT AND SYSTe49 HMEl IREaI11ReD, �� sl07ipN OI'STm-OSHINs NOT 7C m LSmJ esso Rn Om® e• AND BUIIJDINs GODS. SHALL M PRO AR NO R6TAlym IN CONrL1ANCE U OMWORTJSCIT IF C1AL.Ls7 POR ON DRAwws SHALL m"sLLLET � �MASONRr YYALLS!PNCC m IeH1•IORCW SVS'OTHI R COMM OPAfJ! APIC PI ���•� REGLIRs./3rYT5 NTH NYd CODE AR71G..0 W. Sim.CONAOMM 70 AS.TJi. ASE ORA=40. NTH 11 OP LL����RwbRGMS.I�M'CRGMS PACILmP� P'aR M P�NrRI •: , ��.:� = Io) AI wIe FAeRIc elwL ae caa DRNw OOi+ai�Ns TTI N M-*A*1 °0 AMP NME I To w PROv1Dm As PER DRAwws TTI I. GOTS SHALL COMPLY MOTH PART W. - AI A-IM. FFM BOL ALLM 2. OLAZIFIO IN _ _ I• PAGILITII'm POR T! PHHTSICALLy NAMICAY4D SHALL INTERIOR PARTTTIIOONSN,INHOW MICa�H BLAZ@Is ININS EMEFOS�TiHIN Ib' NNATIONAL STAN DAMS I WM IST!1 NO HE AMMGM 40 MASONRY ILOTs SW1 Q IHOI.LpN{OAp SGlRlgs IAHTT4 TATE Or Mom CSO. LLFAAS, SHALL BE Te4PeRm OL+A36. A IRJ-14" ANO 1H! AMetIGAN WITH DISABILITIES ACT. S• SHOMER STALLS AND Im OrA O Ams SMALL Be rABwww NTH �• I`.A �Q IT IS A VIOLATION OF THE LAW FOR 7M]ILrT ROOM N071.6 ANY PERSON UNLESS ACTING UNDER SFHA1TeR ALS'ISTAM MATERIAL OR Te4Pe{® OLA36. U p7m FNAs®H OdIOQJ NO SHILL S[N'A6AIGA7f9 AND sC.719 THE DIRECTION OF A LICENSED I. 1171LET ROOMS SF'IAT.L GOFrOAM TO NYd UNIFORM TIRE M AGGamAmw Mm AIDO.pPEOlAGA110Ns PCR %7pw7uAL U LaCTRIGAL AECHTMCI,m,LIONIs AND 07FEt ARCHITECT, TO ALTER THESE DRAWINGS 4. FIRE SEPARATION'S arrya I TENANTS AND OCCI PAICI@) SHALL PREVC'TMON AIP BUIL.DINO (.ODE S Al. _ OTM FOR SULOMW AS�TJ4 A•Ci. COirOlpi iC GOpES FMMNS J✓HIIS NODS. ��T SNLL AND/OR ACCOMPANYING SPECIFICATIONS. C01"MY WITH PART T11.4. 2. PROVIDE MEDM ICAL VOMLA11ON TD ALL T011tfsy ALL STm. SMALL FMMI aN!N S11oP GOAT OF PRIMER 2J COWO NO VETTED 7D OUTSIDE AS PER GODS REG1AREi OMs OKh. DFA oN'pw I TO OMM SMALL 1�OF 7M y MMY NO WHERE SUCH ALTERATIONS ARE MADE, S. PARE WrORMNOSHALL IN CONO 'W NTH SPRT 71 ANO ABOVE SIGPEIDm S. ALL PL.00M IN TOILET AF EAS SMALL. SE GONSTRLICTW FMMT ADMNIs7RAT1RE THE COGNIZANT LICENSED ARCHITECT CEILINGS 6F'MLL COMPLY WTH PART TTI3 Or MA72M PKJ MATERIAL. WITH 4• H COWL' SASE Ai OPBH Na STsi JOIsi� MUST SIGN, SEAL, DATE AND DESCRIBE 6.Iti GOKOAM 7K LATmT�� '0) INTIRIM PMEFID SAI, C m M C,0fti N C W7N NYd CODE THE REVISIONS ON THE DRAWING AND/OR 1. INTERIOR rINSFlS • ALSO WA+T� FROOP MATERIAL AM 6.U.SPraFIUT1as SPECIFICATIONS, 4. ALL PIXn1RES TO CONFORM TD NYS. PLIA•BNNO GORE ARTICLE s, FART'T'n TTa. PART 400 L 401. M CONCTICM SMLL DSIGOP STRSYUi Or ND�Ip SM. N CJG6IFIGATION OF IN117RIOR rIWSH MATERIALS : Dwem SATs NTN WIS. DIAlem HHOLla. 4) SIAGNS M DOORS NO MJOIiH111/Fu®SDE PANELS SHALL sE CLAIMS KNOAC.E PLM! ror-40 RATIM TYPICAL S/4 FR! PARTITION N SAM OVER GOUSS MADE WTN 4 SAFETY GLAW M C prolo MY HM NYd MTIGLIE S,PART . A O TO 2! S 6N' tSlei ST1DS • 11' Oa. w1k Irs' GT!'SLIM BOARD EREAM O E SOUS. CIRSY,ITION SHALL m msµ. TTS. S 26 TO 15 ON EAGN SIDE. � R GO1lE Aa ft llp I IC MAA' N W) SOTA A'MCN OF 7T!9P111NCL.Ot SYSTEM SMALL GOMl1.Y NTH AFF MPeWFd YdF,� of,M! E,YralYn la) Awns AND Lae HAl11Gm AND IHOHUTeD ON NLPPA a-PW. C 71 TO 200 i NR Pnrr RATm PARTITION ORMNM B) USE Or INIPJRIOR FINISHES: S 6/D• SVSG. slue O law or.. w am LATER IOP 6/1' W EMOD SOrTDM c+wm Q SAR JDISM AT ALL COLLM Lime AHO 5) THOSE DRAWNs6 MAVE SINN FR11"oe SM OR Lwom TE YPE 'X' OYPSA4 samw TON EACH SIDE PROM! FINOSHm COMMIT TC GOLISN N*WMA 011 MANNM DeEGTNM OF TIN LWDMW HW NO TC TE MW Cr 7NE I. INTERIOR FINISHES IN SNCL OOM GUT STNRWAYS AND PIAM TO WOMMMe OF STWL DECK (FILL V0103 Or T) MASONRY AN:NO SWLL SE �O OM�ZDM IN'OR'IATION NO SELNT MSTr TE PASSAGO 4AYG SWVJ_ BE CLAW A OR 5 IN A SMWKLMIM OW 0N• ALL DOORS IN THIS TYPE WALL IS TY EES4 LKrKA O.00ATp!NNOIf9�SWTTWW. 'v'm RESLINEIMM OF 7H.' NYd MGBW C41=AMP T!NJ SUILDINO. . 2. INTEIRIOR FlNOOM IN COHWOOM AND PIAS&ASIMAYS MHIC 4 XWE206UHM ARM NOT PART OP AN 0111"0902 GUT SHALL BE GLASS A, s OR T! CONTRACTOR SFMLL SLIMIT SHOP PRAOCNGS OF mcmER a XI2L= wean b2= G IN A 314RIwCLERED BUILDINs. FABRICATED ITEMIS AND EOOJIP'M?lT FOR ARGHNT WTS U WEI'L Moor DEOK 04AL M TYPE TY,22 'MNK PRIOR TO FABMC,^TION AND COMMIMC•OWITH TH I IOU,DmF C NUMTM^As MWIPAGTum S. INTI2RIOR PINISheS IN KITY.FEiS, PANTRIES Re•AR AFD STORAGE or U TwTer Room OWL cON°ow TC NYd WFauts'PIIE THE WORK• ALL C 4ANOM OR SIE E T1T1mONLS ON COWANIr OR APPRDV2V SRHAL MMRWT104 AND SUILDINIP CODE ARTICLE OR, ROOMS SHALL BE GLASS A, s OR G IN A SPRINKLeRm JUILDINs. SPEGINGATONS SHALL BE APPROVIM M B.C. IN WRITINS. s) naLLATM Saw PSD ARCyT SHIAL N RNO TYPE MMH4TU. PROVIDE ►CaN PIR VCTTILATiON 70 ALL TDtTETq,VDRs7 7C �� D E. C4 F 4. GL./b3 G IN119RIOR KNISH MAY �' USm IN ALL LOCATIONS B6UARCHMEGTs STATIkL. T!011TSIOE AN PSR CODs Imelem•eTTs. Qp� v�Q KWA!Pr AS Ser FORTH IN 1, 2 AND S ABOVE. THE ARGHOTECT SHWA NOT BE RESFlONSIOLE POR AND MILL N AOOP ewiL PINSp M AcpaRDANCE wTN THE APPRp11s7 ePECIPIunoNs AI ALL Funulm•TO GglgaT 1n NYd PLJeEINs CODE 7• INTERIOR rLoae FINUSFPS . PMR Opp NOT HAVE CONTROL or GDNBTRUGTIDN MN1N6, TEGHMIaL�S • bl. ` SEaO wem OR PROcammes, on IF= TRE &APEfY on . PIMCAUTiONS AND PROGRAMS IN CONNECTION WITH THE M ALL FLOORS M TOILRT AREM SMALL x C NWrPWTW OF A NATER a� N C•ASSI I CATION . PROOP MMSRIAL NTH S•COVE MAW ALSO OF NMCRPROOF ST No. o22g{�'L,o PUGS I CA D 4hTe SMALL 11LA A MMINM4 CRITICAL RADIANT HRK AND H! WILL NOT BEE RL7' PO allf T FOR TM GLOM MMERAL `!of P9.UX or 0.46 WATTS PER SaUME GOtrINTTeR. GLJUS 2 CONMRAGTORS IFAIWARE TTI CARRY OLTP THE N•IORK IN CARr=MNO SHALL HAVE A MINI MIM CRITICAL RADIANT FLUX AC'•O MANCI! WITH THE CONTRACT DOC#4EN T3. THE OF 022 WATTS PER SQUAM CENTTMRER ARCHITECT SHALL NOT BEE RESPONSIBLE on HAVE CONTROL Roar. OR 11111! iN CHARGE OVER THE ACTS OR OMIBSIONS a• THEE BJ LISE OF INTERIOR MLOOK FINISH . CONTRACTOR, VACCINTRACTOR3, OR ANY OF' TEAR AOENTB LL - wim SD PDP. I. M GUTS, STNAWAYS, PA WANSlAYD AND IN AREAS M or 0MMLOYEft OR ANY OTHER MI RSONS PeIaFM NG ANY P.L. - 1TOF I. ROR71, wn cmlPlew Sae A PLBLIC AM04BLY, GAW"Ns SMALL BE GLASS, I OR CLASS MAID- MRLAnON Is 2 IN A SPRINKLMIRED BUILDIJ cy2m OM hefs VWK 70 ■ R v I R 1 e N R 2. F1N16N FLOORINS oP WOOD OR OrrEe COMEILSTIBLE clam - 2B MATMALD MAY SE USW M ANY LOCATION GTCerf M MdN4 ALL CODES NAVW ,URISOICTION SIJ W OBSMWW s15 PDP, HAZMD 9PAGm. smaTLY IN TM C4N6TIRUCTION Or THIS PROJECT, - omswSD FOR .Iso PSP. RRImO INGIDIN- ALL APPLICABLE STATE, TOM OR COUNTY palm e)ILINs, ZOWNB, MACTTRICAL, MECHNUCAL, P LUMBINs, LIR FE SATY AND PIREODEim CS. TCONTRACTOR SHALL VERIFY 1. INSTALLATION OP TM AUTOMATA: "NCLM WMYTM SHALL ALL CODE PMOIRe•WM AND THE CONSTRUCTION COMPLY WITH NP.PA IS-1400. DOGUMETTS TD THE ATTENTION OF T II ARCHITECT. NRRJDI OF Rd p of SRIDIINS MerAll�JHe HRSYI SwH olMIPNS 2. PROVIDE! PORTABLE FIRE EXTINHOIASFL•RS FOR AHE SIZE AID LESS Dr Pew1Tp, TE Agri-13UBIneSB Gh11d TI! BIALDINs. CONTRACTOR SHALL W RESPON'MBLE INI FOR OBTANG s a I ADN 2 MORS S iwm 4 Rave E S RGws ALL P IRP BUILDING AFD TIRADE POWITTS AND POR •5 LE4 LEP TO w' w' 70 v' 2I' TD 3W P TO IS' Iw TD rr rr TD 2s' Deve IOpment B. P'R01/IDE FIRE 1111111111110"!ALAR1111111111110"!1111111111110"!1111111111110"!1111111111110"! MOTH GS'TRRA. STATION MONITIRMTHEIR RIENOWTIVE COSTS, •O IF - e■ LF TO N' W 70 21' 21' TO Ss' SS' TD SS' SS' TC 40' Reed, GIR18 IRBWI m BY TIE FEN YORK STATE UNIFORM TIRE PREMMON AND JOIE CONDITIONS, •S UP TO W r' TD 22' ZZ' TO SS' SS' TD 4C 4C TD 45' sawilvoick W. BUILDING GODS AND LOCAL A)M nTll!L THE CONIVACTOR SHALL. VISIT THE P11110"T BITE PRIOR TO •T LEP TO 20 W TD 25' 2s' TD M. M' m 45' 4s' TD w' SLiBMITTAL OP BID ANDA7R CONTRACT NEOOTI JITONS AND e5 IM TO 21' 2I' 10 2T 2T 4C 4S' 40' TO 41' 45' TC So 4. RCAJUST SPRINIQM LIMES TO AGCOMCDATE NEY PLC= MJ TD SHALT- VO RIF Y Im rA nNs CONDITIONS WITH THE i 140 �T p = 2201 ,p W W T p 40 46 T p NX Or ,o && GODS. CONSTRUCTION OOCIA6=TB. 0I0mmern ICles awn m THE •II IP TO 24' 241 TD S' a' TO 45' 45' TO M' LS' TD W PIJSENMO PAGILITEP9 . CONSTRUCTION D'OCUMCTTs LAND nein INTerr)I SHALL E BAOUGHT TO THE ATTENTION ION OF THE ARCMITWT FOR I. TOILET ROOMS AND PLUMEINIS FIXTURES SMALL CONFORM TD NYd CLARIFICATION. IP CONTRRACTGR FAILS TD vmry EXISTING P LAm PRINI sd or JONr 2ERIwMTNXIS HO M M LOM TAMM . UNIFORM FIRE PREVpQTION AND BUIL PING CODE ARTICLE • 4. CONDITIONS,CONTRAroTan SHALL W RESPIDNSIINZ POR .. ANY AND ALL DISGRCPENGIES ON THE MilaimTt IQBIL TING ouee 4o P IMIE t�•RppI�E NS y�wLL��AL��AM 2. ALL FLOORS AND A MINIMA 4' K DOVE BASE IN TOILET AREAS PROM rALLM TO YMINY VASTiNS CONDITIONiS. OvEl, NTH SOL7m co100eGTf0ls AT SMALL NO AdION MR SHALL M GONSTR I.I*TW OF WATER PROOF MMeRIALS. SMALL NmwnJ �, ON��nON CO*n"AG'LS To S. SOLDER POR COPPER MM JOINTS SHALL NOT CONTAIN MOIRE THAN ' CL.ANImICATION OF TE INTENT Or THE CONSTIUUCTION ovsvHr 020S IIN •EAD. DOCi4Tla1T NERE BAC44 INTENT Is IN DOIBT. DIMONSIONe AND NOTES SHALL TAKE FIREEcapeNre OVER42WITIONINS , 1 1. PRELIMINARY SGAAI-E. I. HVAC SY87E43 SAW_ GOFTLY WTYH NYS. CODE ARTICLE 10. ~' DETAILS 2. VBtMLAnON SAT'EIY CONTROLS SMALL COMPLY Y47H rARr 100425. . S. PROVIDE M WAVIAGAL V WM ATION TO ALL TOILETS, VMW To T! '\ OUTSIDE AS Pm CODE FNMIAe•1Efls. I HSORr ML, ons eSRSR NS, G50116 b-15-01 11--i MIDDLE ROAD ( C. R. 48 ) ( NORTH ROAD ) 2924. 79 ' N U_n N. 56°07'20° E 577, IS' 76 58' O N O - -O R = 2 924,79- 2 98 9 24.79'2989 79, 480.00 W L = 320 00' cn 0 0 Z O- Y/ O Z W m N u m N O O i i LOT 6O LOT 7O LOT 8O MAP OF PROPERTIES AREA = 25874 acres AREA = 4.5946 acres AT PECONIC TOWN OF SOUTHOLD SUFFOLK COUNTY , N .Y 1000 74 - 04 - 4.7 a 4 8 a SCALE ' I"= 50' " A � MAR. 19, 2001 N PD w O N U J m h ' 195. Oti 194.06' Ir Al L R ?�Di S. 58°29' 10° W. 389. 06' S uthold Town PI inningeoird of r+Ew yon 'Y ^ a' # LONG ISLAND RAIL ROAD S.a C NO 49618 PECONRJ(EY NOTE LOT NUMBERS ARE REFERENCED ( 631) 76a' NQ 631 ) 765 - 1797 TO " MINOR SUDIVISION MADE FOR P. BOX NICHOLAS ALIANO "FILED IN THE 1230 TRAVELER STREET SUFFOLK COUNTY CLERK'S OFFICE SOUTHOLD , N.Y. 11971 ON OCT. 8, 1993 AS MAP NO 9417 00 - 135 � s \ T, n 517E DATA: -- LEGEND N X10 : 4120^W � 517E TOTAL: 2000,138 5F. or 4.59 ACRES es.al. 0.00 EXI5TIN6 ELEVATION 5LOTTED COVER N�1 41' 0 yt J RICARDO E. CAMPO$r F BUILDING = 7,000 5F. 3.496 COVERAGE (o.00) PROPOSED ELEVATION G ARCHITECTURAL ART8 i DE814 DAY CARE ROOMS / ADMINISTRATION/ UTILITIES T.G. TOP OF CURB • _ mol ~ �� NNan Nd-IM" SOLID COVER h I I WYtall V4LAM, N.Y.1eot B.C. BOTTOM OF CURB FAX an ASPHALT= 20,341 S.F. EL ELEVATION ---- EXI5TIN6 CURB �V I r H.P. HIGH POINT PROP05FD CURB N I I h I I I GOCRETE= 1,210 S.F. L.P Low POINT V M.H. MAN HOLE -� DIRECTION OF FLOW „ N CURBS = ROG RUN-OFF COEFFICIENT LANDSCAPE = B.W. BOTTOM OF WALL ® HANDICAPPED PARKING " Applicant: T.W TOP OF WALL I mogglelnoee Ghlld Developmen! Gtr. TAX MAP No.: 1000- -14 - 04 - 4.-f ff 4.8 Maggio Evans REFER TO MAP OF "MAJOR 5UBDIV1510N MADE FOR I I I (518) 346 644 NICHOLAS- ALIAND" FILED IN THE SUFFOLK COUNTY AqOnt: CLERK'S OFFICE ON OCT.B, 1995 A5 FILE ND.941-7 JAMES MURPHY I GENTRY 21 I Southold, TOWN OF SOUTHOLD, SUFFOLK COUNTY, NY. I 4 I I I (63U 722-4423 I I I Applicants Attorney: I7 JIM Mathews I Huntington, W. II ry (631) 675-1555 I PARKING DATA I I rcl TOWN CODE: I GAR STALL PER CLASSROOM I Ib I oRAwN n: cNEuxto e : m = 8 SPACES REQUIRED 31 SPACES PROVIDED, (FOR 23 EMPLO)-EES) I I I I Q 1 1_9 I IT IS A VIOLATION OF THE LAW FOR 0 O I ANY PERSON UNLESS ACTING UNDER SANITARY DESIGN LOT b m l m I THE DIRECARCHITECT, TO OF A LICENSED ARCHITECT, TO ALTER THESE DRAWINGS I �} I AND/OR ACCONPM7Y'ING SPECIFICATIONS. SEPTIC TANK r I 5 GALS/ CAPITA (134 ) = 6'71 GALLONS EL 330' PROPERTY LINE W71 I WHERE SUCH ALTERATIONS ARE MADE, N 29 D 36'20" W THE SIGN, S LICENSED ARCHITECT USE 900 GAL SEPTIC TANK _ _ _ _ I 425.05' (Actuol) I MUST SIGN, SEAL, DATE AND DESCRIBE USE O 8' Dla X 4' DP. POOL WITH DOME - - - - _ __ _ 425.46 (Map) xEL. 32.2 I I THE REVISIONS ON THE DRAWING AND/OR I SPECIFICATIONS. LEACHING POOLS 6-70 GAL / DA*I' 1 .5 GAL / 50. FT = 1,005 50, FT. B0-04'50 I Q 1 Bc=3560 EY--54.508' DFV,---5-2I I USE (1) ia x 12' DP. POOL WITH DOME O TO.54.50 13 s 0 , � I (See Apprapiate Sections of NYS Education law) N BO.5140 N LP• 70.95.40 N STORM DRAINAGE DESIGN O -- &0.55 eo Tc-54.10 x L. 31.4 'n I REA D ® P.523 I AREA IIA" n/ U- ARE G &C-54.0 &0.44-4 3,824 5F.(aspholt) x 1.0 r.o.f. x .25 RF = 956 LOT 1 GF B0'4 ' I rc.54.T6 BC-32.00 &c•55eo rc•52b0 3,500 5F. (roof) x 1 .0 r.o.f. x .25 RF = 8'15 GF. AREA= 51.434 Sr. &0.54.11 50 1 P EY- 54.10 xEL 31A ^% 831 TOTAL 5F / 100.9 (12DIA) = 18 VF 1000-14-04-4.1 I IO I TO-34 O I USE (2) 12' Dla x 10' dp POOLS with Domes i N •54e mW c.4a 9 LL TC-5 50 '� 51--5400An AREA °B" �/ n O rc5aeo rc=nasE.xEL. 33.54-1 \y't OO E• C.14 4,932 5F.(aspholt) x 1.0 r.o.f. x .25 RF = 1,233 CF. � I Z A A e q Tc-54:1 6 O 41 3,500 SF. (roof) x 1 .0 r.o.f. x .25 RF = 875 CF. mn, 2,108 TOTAL GF / 100.9 (12VIA) = 20.8 VE F PROP05ED 11. �24' 20' N IL u 5 31 D 56'00" _ _ - GAY GARS 430.33' (Actual) USE (2) t2' Dia x 10' dp POOLS with Domes Z EL. 3s.r N CENTER = __ FC��A�MPOS, RICARDO E. ARCHITECTURAL ARTS & DESIGN SEVEN FIRE ISLAND AVENUE BABYLON T-- N.Y. 117M PHONE / FAX (831) 593-1875 TYP: Mech. vent (14" dia) „ Reverse Gable Cupola o/ 9" curb o/ slope Cupola 2M "Dog House" ® ® Architectural Roof Shingles Reverse Gable Architectural Roof Shingles "Dog House" Louver Area Roof Over Han _ _- =- - - _ _ _ _ Air Intake 9 = _- - - _ - - - _ _= - -_ _- - -_ - __ _ _ = _ - _ ,__ 3 _ ____.. ==-======- = - == _ ==== === _____ __ ___ _____ __=_ = == ____=--__-_---_ = an :.. .. ..... . .. ... .. _ Roof O.H _ _ _ _ = - _ _- - -= 9 H Roo Side _ __ _ - _ _ _ _ = _ _ = - =-' -_-- -_ _ -___ = _ - - f ;. ..__ P = _ _ _ -_-- - = _ _ - - - C7= _........................................._ _ _ _ ____ ____ ____ _ _-_-_ ___-_- -__ _-_ _ _ _-_-_ _ _ ® _-____ _ _ - __-_- _ -_ =_-=--__ ___-_ ... ___ _-= _ _ - =............c- __- _ - -_-=- _ _ = = ..... _==__- Vin Siding y 9 _ __'=........... =_=_ ===_ .- - -_ ____________________ _ =-_= -_=- = _-=_ __-_-_ __-__-__=_-__=_-______=_ _____-_-__-_-__-_ -=_=-= ___' "Cedar Shake" __________________=______=_-__-________ -_...........__ _______ _____-_---=__-_===_=_- _ ® ® ® ® ® ®® i \ ® ® ® ® ® ® Roaf O.Hang ® ® ® \� ® ® ® VC dar Shake" IT IS A VIOLATION OF THE LAW FOR ANY PERSON UNLESS ACTING UNDER THE DIRECTION OF A LICENSED 11 LL LL 11 LL I ARCHITECT, TO ALTER THESE DRAWINGS __ — — __— _ _ —_ - - - - - __— __ - - --_ — __— - - __ — — _- --__ -- --- _ - - - - _ _—_ _ � 7 ANO/OR ACCOMPANYING SPECIFICATIONS. WHERE SUCH ALTERATIONS ARE MADE, Double Hung Alum & GIs Entry dr THE COGNIZANT LICENSED ARCHITECT AND DESCRIBE Double Hung Alum & GIs Entry dr H.M exit doors Insulated Glazing MUST ON THE DRAWING AND/OR Insulated Glazing SPECIFICATIONS. Continuous P/C Ftg & Fnd wall Continuous P/C Ftg & Fnd wall (See Appropiate Sections at NYS Education Law) West (Main Entry Side) Elevation North (Front) Elevation Mech vent Mech vent ® ® Mech vent Louver Area Z C Air Intake \\ Na.t MAchanlcol w,Rllatl"n 12-10-01 REV. N0. OESCRIPIION DATE FBI 0 0 [B UP FBI 11 D FBI H1 F191 191 E g 101 R E V I S I O N S 1 LL LL PROJECT: East (Side) Elevation South Elevation Agri—Burin ss Child DeveloMiddle Road CR48 Southold, NY. ARCHITECTURAL ELEVATIONS SCALE: 1/8"=1'-0" OMWING: EXTERIOR ELEVATIONS E10 DATE DMWING NO.: 6-15-01 A- 2 w9a mmie ! RICARDO E. CAMPOS, R.A. ARCHITECTURAL ARTS & DESIGN SEVEN RRE ISLAND AVENUE 6A6nON VILLAGE, N.Y. 11702 PHONE / FAX (031) 693-1575 TYP: Mech. vent (14" dia) Reverse Gable Cupola o/ 9" curb o/ slope2 ZOU1 "Dog House" Cupola Architectural Roof Shingles Reverse Gable Architectural Roof Shingles Southoldl'ol u'l ® ® "Dog House" Louver Area ® ® rlaaniaK1t Roof Over Han = _ _ _ _ _ _ == _ - 9 = _ - _ = Air Intake _ 3:: _ ..: Roof Side = _ _ _ _ == P - ---- -_ - - --_ - -_- --_ - =- -- --=- - - ---- -_ -__ - --_ - - -__-__-=----_--_ _- _ _ _ -- --- _ -_ - - - - _- - - - - --_- -_ Roof O.Han -_ _ - -_ _ _ ___ _ _ _ __ __ __ _ ____ __ _ _ _ _ _ - - _ _ 9 _ _ _ _ _ _ - _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ C77 C ECIfEO 6Y: H - - - - - - - - - - _. ® - - - ___ _________ _ - __ _--- - - - - - - - - - - - -_ - - _ - - - - - - - - - - - - - - __L. - - - - - - - - - - _ _ _ _ _ _ _ _- ❑ _ - _ - _ = _ _ _ _ _ _ _ _ __ _ _ _ _ _ _ _ _ _ _ _ _ . . .. .._.. .. . .........:....._. Vin I Sidin .._... ..._... ..... .. .. .. — --- -- -- - — — ---- ---__ _ -_ _ __ __ _ _ _ __ _ _ _ _ = = = Y _ _ __ ___- _-_ ---__ -___ _ _ -_ _-__ ___ _ .. .. ......._.:.. -. ------------- :-______-----------------„_,_„-_-;acs __-_-_____-__ -_-_E_' ; -_ -_-_-_-_,:. r Shake _:; :::':_::_:: ::_::-::_::_.._ ® ® ®IFN ® ® ®® ®® \ ® ® ® ® ® ® Roof O.Hang ® ® ® ~\ ® ®I ® Vinyl"Cedar Shake” IT IS A VIOLATION OF THE LAW FOR 111 1111 IuuII ANY PERSON UNLESS ACTING UNDER THE DIRECTION OF A UCENSED ARCHITECT. TO ALTER THESE DRAWINGS _____ _ _ ___ LL I _ __ ___ __ _ _ ___ ___ _— AND/OR ACCOMPANYING SPECIFlGTIONS. - - - _---_ - - - - - -- —_--- ___ - --- --- --- - -- - --- - ----- - - ---�J C� _ -- -- - -- - - - -- --- -- _--- _- - --- - - — Double Hung WHERE SUCH ALTERATIONS ARE MADE, Double Hung Alum & GIS Entry dr THE COGNIZANT LICENSED ARCHITECT UST SIN. SM AND DESCRIBE Insulated Glazing Alum & GIs Entry dr H.M exit doors Insulated Glazing THE REVISIONS ON TME DRAWING AND/OR SPECIFICATIONS.P/C Ftg & Find wal Continuous P/C Ftg & Fnd wal (See Approptale Sections of NYS Education Law) West (Main Entry Side) Elevation North (Front) Elevation Mech vent Mech vent ® ® Mech vent Louver Area Air Intake FBI FIR9 0 FBI F101 FIR 018 FBI FBI 9 [FBI 1HILLIJI \ FBI N".1 Mechanlc"I wnlll"!1"n 12-10-01 \ REV. N0. p6CRIPIION DALE ILLLIIR E V I S I O N S 1 LL LL FH PROJECT: East (Side) Elevation South Elevation Agri—Business Child Development Middle Road CR48 Southold, NY. ARCHITECTURAL ELEVATIONS SCALE: 1/8"=V-0” DRAWING EXTERIOR ELEVATIONS PROJECT NO.: DALE: DMWING NO.: CS0113 6-15-01 A - 2 9E LEGEND M 0.00 EXISTING ELEVATION ® SLOT= COVER STORM DRAINAGE DESIGN = 4�y (000) PROPOSED ELEVATION Z '(5� T.G. TOP OF CURB • SOLID COVER AREA "A" 7j B.G. BOTTOM OF CURB RI ARDO E CAMPOS, R A E.L ELEVATION EXISTING CURB /� N < EX. EL ARCHITECTURAL ARTS & DESIGN HP H15HPOINT 1,517 5F.(asphalt) x 1.0 r.o.f. x .25 (3" rainfall) = 1,804 GF. 4i r X ' 3B'e MVEEN.aFREISLNDAVE11702 NUE L P LOW POINT I-ROI-05FD CURB MH. MAN HOLE -� DIRECTION OF FLOW 3,500 SF. (roof) x 1.0 r.o.f. x .25 RF = 815 CF. �o rn m PHONE/RAX lean esa-1e75 RO G. RUN-OFF COEFFICIENT 2,650 TOTAL GF / OO.9 (12DIA) = 26 VF B.W. BOTTOM OF WALL O HANDICAPPED PARKIN& T.W. TOP OF WALL USE (3) 12' Dia x 10' dp POOLS with Domes ry 0 Applicant: AREA "B" WN ``X ='TREET 0Ar0H x r.o.f. Agrlbu51ne55 Child Development Gtr. 517E DATA: 5,610 5F.(a5halt) 1.0 f. x .25 (5" rainfall) = 1,401 GF. MIDDLE ROAD (G. 48) N R. 21Dgl,�a„ 11 BASIN Maggie Evans r W bs.or � " (518) 346-6447 SITE TOTAL: 2000,138 5F. or 4.59 ACRES 3,500 SF. (roof) x I .O r.o.f. x .25 RF = 875 GF. t IrI5 1 X c] BUILDING = 7,000 5F. 3.4% COVERAGE 2,282 TOTAL GF / 100.9 (12'DIA) = 22b VF r N Ta=3ais TEL 364 JAMES MURPHY DAY CARE ROaM5 / ADMINISTRATION/ UTILITIES USE (2) 12' Dia X 12' dp POOLS Wlth DOme5 m 41'20„W 500 , EX. uTILI GENTRY 21 TMPOLE Southold, NY. ASPHALT= 20,341 S.F. g (3 GOGRETE= 1,210 S.F. AREA "C" 51TE m 0 BG= 3965 m _ 631) 722-4423 rc=se.ls o- m CURBS = 4,800 SF.(asphalt) x 1.0 r.o.f. x .25 (3" rainfall) = 1,200 GF. r r Applicants Attorney: z y r p Jim Mathews LANDSCAPE = 1,200 GF / 100.9 (12'DIA) = 12.6 VF In - Huntington, NY. MAP No.: 1000- 74 - 04 - 4.7 # 4.8 L.LR.R. X ® 63U (9,73-1555 TAX USE (U 12' Dia x 12' dp POOLS with Dome 11 EL 3e Q)') REFER TO MAP OF "MAJOR SUBDIVISION MADE FOR AREA "D" BG=38.65 ASA ALIAND" FILED IN THE SUFFOLK COUNTY ry Tc=39 Ts NIGHOL DRAWN BV. CHECKED DY: CLERK'S OFFICE ON OGT.&, 1995 AS FILE No.G417 1,56 SF.(/ IOO.t) x 1.0 r o.f. x .25 (3" rainfall) = 1,861 GF. TOWN OF SOUTHOLD, SUFFOLK COUNTY, NY. 1,867 GF / 100.9 (12'DIA) = 18.5 VF t��} (/ l I REMOVE ExISTIN& TREE USE (2) 12' Dia x 10' dp POOLS wlth Domes <EY _ IAF (na sra' l o/ lO X41 AREA "E" LP=335 15' L x 3'H x T' DP 5,150 51'.(aspholt) x I.0 r.o.f. x .25 (3" rain fall)= 2,107 GF. 513nagground)PURSUANT TO PART 621, UNIFORM PROCEDURES ACT, from GF / 100.9 (12'DIA) Gf/Vf = 21.6 VF reo�'d PARKING DATA ------------------_---_ HEREBY CERTIFY THAT THERE REV15ION 91 USE (2) 2' DIa x I I ' dp POOLS Alth Domes WILL BE NO INDUSTRIAL OR OTHER WASTE DISCHARGE FROM THE IT ISA VIOLATION OF THE LAW FOR ANY PERSON UNLESS ACTING UNDER SANITARY WASTE DISCHARGE AS APPROVED ON THESE PLANS BY THE THE DIRECTION OF A LICENSED TOWN CODE: I GAR 57ALL PER CLASSROOM SUFFOLK COUNTY DEPT. OF HEALTH SERVICES. FURTHER THAT IF THE 7c=36 T5 ARCHITECT, TO ALTER THESE DRAWINGS OCCUPANCY OR USE OF THE BUILDING CHANGES, WHEREBY SUCH A AND/OR ACCOMPANYING SPECIFICATIONS. WASTE IS TO BE DISCHARGED, THAT ALL APPLICABLE PERMITS WILL BE & 5PAGE5 REQUIRED OBTAINED PRIOR TO ANY, ACTUAL DISCHARGE OF SAID WASTE MATERIAL O WHERE SUCH ALTERATIONS ARE MADE, 31 5PAGE5 PROVIDED, (FOR 23 EMPLOYEES) d THE COGNIZANT LICENSED ARCHITECT FIRE DEPT.NOTE5: Pry Tc=36.75 MUST SIGN, SEAL, DATE AND DESCRIBE SIGNATUREQ THE REVISIONS ON THE DRAWING AND/OR Front of bullding to be designated as Fire Lane - No ° SPECIFICATIONS. NOTE: Parking -/ 1- ALL ALL DRAINAGE POOLS IN PAVED AREA'S SHALL BE DESIGNED ry FOR H2O VEHICULAR LOADING rc � (See Appropiete Sections of NYS Education Law) SANITARY DESIGN _-I G O -- SEPTIC TANK AREA D 11 5 GALS/ CAPITA (134 ) = 671 GALLONS Imo® n USE 900 GAL SEPTIC, TANK USE (1) &' Dia x 4' DP. POOL WITH DOME LEACHING POOLS 670 GAL / DAY 1.5 GAL / 50. FT = 1,005 5Gd. FT. 5D Vinyl Lettering on USE (I) &' Dia x 12' DP. POOL WITH DOME Plastic Laminate Background O LP=-36.75 Finished C5rade Earth tone Gonr olk base 2x2 xl ' Do P/G Ftg �O 241 a N SIGNAGE ELEVATION REVISION #I EX Una rPaLE xEL. 35.0' PROPERTY �V BG=3400 50=3400 PROPERTY LINE TG=34.5 TG=345 N 24 D 36'20" W 428.05' (Actual) 426.46 (Map) xEL. 32.2 I 241 H z O ® Q TG=3675 P. 36.25 IT NATURAL _4W.7 LANDSCAPE SEEDED �L' SANITARY w OPOOLS\\ p LP=-33.75 \ xEL. 31.4 !, y w O \AREA B ® LP=33.5 MF LP L.P TG=34.75 „.P7 ";yt ' O BG=3425 L.P O O 8C,=33.60 Lor To=3475 TC=3410 PG :, Z U�'tNj.;,".+• AREA A 86=3425 $1rr_;tilh "yy S AREA= 87,434 5F. Bc=3360 t""z xEL. 3L9 3G=34.25 1000-74-04-4.7 O LP=33.5 O O 7 TG=34.10 O 7C=94.75 • BG=3380 70L:P =34.30 On ry "' DROP CURB FULL BG=3450 �� d (�� 51ame5e WIDTH OF ENTRANCE TO=34.90 II IY/ OBG=33.80 80=34 "`y; _ D ,r. European Single BG-34.90 TC=345 0 TC=3475 TC=34.60 ,q�9 ,y;= Stem Birch TG=34.75 V +J.ift :,eA. BII I II IO G=34 L W ICU L: Japanese Spurge ill N TG=34.7 3 PDA (Ground cover) AREA G J tem Blydh SIDEWAL LP=335 I� OxEL. 5515 11 11 5 31 D 56'00" E 2-41 I � m � UTILITY POLE zPROPOSED DAY CARE CENTER "1,000 SF. -• ,. cs ONE STORY ct,:;q: I xEL. 34.1 to a.: , ; O O BUILDING ry. 4s,?,•ti._;,. 8 L W (F.FLR ELEV. 357 1151- 5" L:W MR Crabapple Trees O �.,... =34.30 u$.: V II :•tl._R t�,r'�y T =3480 PGB: Bradford Fear L.P 4 E E �. 'Tr Y�J;4 5' H Green vinyl �;j•,15, jPGB clad chain Ilnk fence �t . Oround cover A. u`jYi sell Posts & os. �S::Yhk�4,F� /Flower area -1,000 5F. sok In p/c Ptgs. 3' b f g. tY:, . PLAYGROUND 7,000 5F. enclosed area �' eradual 5' H REVISION 91 rm (Lawn Llne) 6' H Masa ry wall / xEL. 34.4 Dumpster ncloz.ro Earth tone CMU. H/ chain Link wing ars EX TREES O REVISION - , 7YP. (9) IN NEW DRIVEWAY ✓.fir n...;L. :.3; s.c. mon. PGB d'?.M1A1 .;z:, s.,, EL.3 .81 LOT a OAREA= 112,704 5F. V SEEDED LAWN 1000-74-04-4 9, MF N ;: ti• xEL.34.5 r u:1 xEL. 55.0 SIF z ;z bac' .9 r 5EEDED LAWN NATUR I- LA 5 - LAND5 APE 5EEDED .:.;. .Flaja ,gyp ARCAM CMry• y QO V Q xEL. 35.5 2 a' N xEL. 35.2' N IV SATE OF 4,115 78' w2 Fence Spec, Dumpster enclosure, Signage Sixe � Loc IO-26-0I xEL. 32.6' �i •1 Submission for special Permit 5-9-01 I 1-011 e® I REV. NO. DESCRIPTION DATE 5 35 D 00'00" E R E V I S I O N S 6)� 5UILDINO SET E3ACK PROJECT: 0 GRACE IS PLACE DAY CARE CENTER N/D/F KRUPSKI (V AGRI-BUSINESS CHILD L ANT 5 G -f E D U L DEVELOPMENT MIDDLE ROAD 68.48 SOUTHOLD, NY. KEY 50TANIGAL NAMF_ COMMON NAME QTY TREE'S REVISED PGE3 PYRUS CALLERYANA 5RADFORD FEAR MF MAUS FLORIBUNDA CRABAPPLE E3A 5ETULA ALE3A EUROPEAN SINGLE STEM 5I RCH Sn RU E3S DRAWING: .LDE JUNIPERUS EXPANSA PARSONI �UNIPER IG ILEX GREMATA GONEXA GON\/EXLEAF JAPANESE HOLLY FY 51TE1 FLAN P PACHrSANDRA TERM I NAL I S JAPANESE SPURGE TE FLA AILS `NEN 4. 2- 01 O.CT, 31;1� 20u 01 :�'� a ,S� A_E : 2 PROJECT N0: DATE' DRAWING NO.: TM# : 1000- 74 04 - 4 .� 4 .� csoirt 4-20-01 C.� � PROPOSED SITE DATA: M \ X • ,, a �,` 82 GALLON STORAGE TANK SITE TOTAL: 2000038 SF. or 4.69 ACRES �R � BUILDING 7;000 �'�. 3.4.Tr' COVERAGE BACKFLOW DAY PARE'RODMS'/ ADMIN*00001/ UTIUTIES ^�' a MATCHUNE — SEE THIS DWG. PREVENTION pITLESS CONCRETE= 2 23F 0 S. F. a• I I ADAPTOR CURBS = 14 "'^d,,,"•.) O\` '€L ae.t i I 18"I MIN. LANDSCAPE _ ry •1• T a 4 1/2' MIN. GRRE TAX MAP No.: 1000— 74 — 04 — '4.7 & '4.8 Y� REFER TO MAP OF "MAJOR SUBDIVISION MADE, FOR NICHOLAS ALIANO" FILED IN THE SUFFOLK COUNTY' r. • I I PiL M. 5 I I 4" CASING CLERK'S OFFICE ON OOT:8, 1993 AS FILE No,941'7 1" COPPER TOWN OF SOUTHOLD, SUFFOLK COUNTY, NY. • "_" v "1° I SERVICE LINE H 0 0 cW I I ISUBMERSIBLE PARKING DATA • . � "->ss I I a PUMP-5 gpm TOWN CODE: 1 CAR STALL PER CLASSROOM 8 SPACES REQUIRED 1WELL � ' chi AREA G I I I E z 31 SPACES PROVIDED, (FOR 23 EMPLOYEES) SCREEN LOCATION MAP I - I 11 SANITARY DESIGN M.T.S. _ L NOTE: NO SANITARY SEWER ALLOWABLE FLOW=300 GPD/ACREx4.59 ACRES=1377 GPD. , MATCHLINE - SEE THIS DWG. � STRUCTURES WITHIN 150'. BUILDING POPULATION =100 (ADULTS AND CHILDREN) PLUS LOT 6 AREA r W--3175 KITCHEN FLOW = FAC1001LxT1ES 7.5 GPD/CAPITA = 750 GPD < 1377 GPD sEL. 33.0' PRDPERTV UNE � I I TYPICAL WELL . I ® I I N.T.S. SEPTIC TANK = 2 x 750 = 1500 GAL. - - _ _ _ n sn D 34•2D• w_ _ _ - - - - - - USE 1 A 10' DIA. x 5'—b" DEEP SEPTIC TANK t /D' I /� �\ 2000 GAL CAPACITY rN _ 1 'I EXPANSION AREA — SEPTIC TANK \ / LEACHING RINGS I NATURAE 10' DIA.x5' DEEP / �� / 750 1.5 GPD S.F = 500 S.F i _ � ,,I 0 SEEM I 4" DIA. PVC FOR 1 'USE 40-10'DIA. =500/31.4 RINGS SANITARY SEWER •') I I 00 GREASE TRAP USE 8' DIA. x 6' SEPTIC TANK WITHOUT BAFFLES EXPANSION AREA "J SOIL BORING/ I 6 lid- 0 x d LOT NO WELLS OR SEWAGE SYSTEMS WITHIN 150 FEET OF SANITARY SYSTEM (SEE DETAILS) xEL. 31.a 4DIA. a I PVC � PROPERTY LINE. Q o o . SEPTIC TANK (SEE DETAILS) I I KITCHEN WASTE / NOTE: LP IS "LOW POINT" `.-i REASE TRAP SEE DETAILS ) O / L:P IS "LEACHING POOL" O I I 4 \ ( ) I ///III/ (3 LEACHING POOLS J I O " �, O u \ Oi LP `� BUILDING 10' DIA. x 16' DEEP LINE GREASE TRAP \ 8' DIA. x 6' DEEP AREA D O O _ �- � r ® " I ® � a = 0 I 0 SANITARY SYSTEM—PLAN .e-ms Q N.T.S. J 1 O II 10" PVC z Z LP-ns I ® m w o X/ = / AREA q 0 BLDG. / 8" TRAFFIC wws I r H // \ I LINE BEARING SLAB CAST IRON TRAFFIC Q Y / \ I F.F. BEARING COVERS .EL 33 a ELEV. 35-0 r / \ PARKING LOT lW W LN \ \ \ I W 2Fl " MIN. J 24` MAX. GROUND SUFACE 4" PVC, L=35't �..TS97S .. . .3 .� \sp I oc � 0 4" PVC, L-40't PROPOSED DAY CARE CENTER I \ I S=4.3% a S=1.7% DARK BROWN 7,000 SF. \� 0 INV. - SILTY LOAM OL INV. EL. 32.0 ONE STORY BUILDING EL. 33.5 o INV. EL 31.5 1' z �f. °� ri B'x6' DEEP iN BROWN LOAMY \ .FL 34 GREASE TRAP SILT ML Q I I 25'-0" ' I I FIs'- e W J �,1,"• ' KITCHEN , WASTE DISPOSAL—ELEVATION 2.5' ' I\ '\ I N.T.S. \ LP I _ T J \-NEW WELL I I I, .I (SEE DETAILS) I BLDG. / 8" TRAFFIC PALE BROWN FINE I — \ TO MEDIUM SAND LINE BEARING SLAB CAST IRON TRAFFIC �- .EL 34. SP F.F. BEARING COVERS 7,000 W.0 I \ PWfGRWND AIRU I ELEV. 35.0 I PARKING LOT z I sic. mon. \ \ \ 12" MIN. � ' 13' I EL. .8' Q I I I 4" PVC, L=60't Lo 24" MAX. I I I 18 INV. S-3.8% 4" PVC L-101t INV. EL. 30.75 a I I EL. 33.0 " eo t S=2.5% .EL.34 5 INV. EL. __.. I .eL. 33 0 I INV. FROM GREASE m a m INV. EL 30.25 30.00 PALE BROWN FINE I TRAP EL. 30.75 TO COARSE SAND I SW 1O'x5' DEEP N � 1 SEPTIC TANK ©o b I 10'x16' DEEP EM C3 FL 355 LEACHING RINGS moo w .EL. 35.2' 28' (4 Fi. RINGS) t�o'nCiclo a VW * C7 E�1�1 CaC30E7 - —� - oor d m000 'r�E�'o4PDESEaoo COMMENTS: NO WATER ENCOUNTERED 4E a2.8'- - - - - _ - - PAUL'S LANE APPROX. RO. 15' - 5 35 D DfIDD• 6 \ SCT�t�Toao-14-04-4.7d°4.8 fi PLAN AN DETAILS (Private Road) NIT R W TE DISPOSA S EL t0 RING PIAN FROM'^RIQAARD �CAMPO% Rh SCALE: 1"=30' N.T.S. i PROJECT ., WRo1 ''' UNAUTHORIZED ALTERATION OR ADDITION 1190,$' y Nq"1,r•M WWW�W ,WIW�IO�IPW� WWWW TO THIS DOCUMENT IS A VIOLATION OF , r ' B� E. . 72LA GRACES PLACE DAY CARE NOVEMBEf1 , S= LAW F THE NEW YORK STATE ANTER DATE: g rrsaIEDT.° \J s • G 11 SNE C OPMENT SITE PLAN AND OF s. Dnnrm ar .. � �� S NEW YORK '' 1 .1,. t _ !ITWO� 0 N sc A 1` F a d.E �" W� �AYRTtWC SO i DWIt�KGbSUUGHF3S MTES, P.C. r AS NOTED D CHECKED ff A CQNSPL .I 20 - . , Ong M 4 •: R.T.B. Ai;ftQN OR,+A([I. F. rIAY U3 i P, s _ annira Boa �d°" �