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1000-40.-5-1 (5)
SZEPATOWSKI ASSOCIATES INC. ENVIRONMENTAL CONSULTANTS �s July 8 , 1987 Mr. Bennett Orlowski Chairman Southold Planning Board Town Hall Main Road Southold, NY 11971 Re: Cedarfields-Moorelands DEIS Dear Bennett, We have reviewed the Supplement to the DEIS dated June 25, 1987 and find that together with the DEIS itself, the DEIS plus supplement are complete and adequate for review and public comment. we continue to have reservations about the sufficiency of analysis with regard to the long term viability of the proposed well. Specifically, it is implied that only the proposed project will have any recharge impact within the zone of influence of the proposed well. This project does not exist in isolation within the zone of influence. There are (presumebly) other existing land uses and surely additional development will take place within the well' s radius. The DEIS does not address these uses. The well will also need DEC approval as well as SCDHS approval. We call this to your attention as a coordinated review with these two agencies will be extremely important on this issue. The assessment of traffic and drainage impacts will be addressed during the comment period. We are available for consultation on the above points. Sincerely, EPATOWSKI ASSOCIATES„SNC. iWaA RECEIVED BY David J.S. Emil ia, AICP SDDTNDID Tog PLANNING BOARD Principal Pl er JUL 10 1987 DATE DJSE/kb 23 Nnrra�ansert Ave. ! ume5tgwn. RI 07835 (401) 423-0430 LEGAL NOTICE STATE ENVIRONMENTAL QUALITY REVIEW(SEQR) NOTICE OF COMPLETION OF DRAFT ENVIRONMENTAL IMPACT STATEMENT AND SUPPLEMENT AND NOTICE OF SEQRA HEARING LEAD AGENCY: Town of Southold TAX MAP NO: 1000-40-5-p/o 1 Planning Board Town Hall Southold, NY 11971 DATE: July 27, 1987 This notice is issued pursuant to Part 617 and Chapter 44 of the Southold Town Code of the implementing regulations pertaining to Article 8 (State Environmental Quality Review Act) of the Environmental Conservation Law. A Draft Environmental Impact Statement has been completed and accepted for the proposed action described below. Comments on the Draft EIS are requested and will be accepted by the contact person until August 27, 1987. A public hearing on the Draft EIS will be held on August 10, 1987 at 7 : 30 p.m. at the Southold Town Hall, Main Road, Southold. NAME OF ACTION: Cedarfields Mooresland DESCRIPTION OF ACTION: Cedarfields is a realty subdivision of 84 lots on 26. 4 acre in the affordable housing district in conjunction with Mooresland which is an 84 unit town house proposal on 22. 2 acres in an M-1 zone. LOCATION: County Route 48 , and Moore' s Lane, Greenport, Town of Southold, County of Suffolk. A COPY OF THE DRAFT EIS MAY BE OBTAINED FROM: Town of Southold Planning Board Office Town Hall Southold, NY 11971 765-1938 Please publish one time on July 30, 1987 and forward one affidavit of publication to the Town of Southold Planning Board, Town Hall, Main Road, Southold Ny 11971. Copies mailed to the following: Suffolk Times Long Island Traveler - Watchman Merlon Wiggin, President Peconic Associates, agent CEDARFIELDS AFFORDABLE HOUSING PROJECT AND MOORESLAND TOWN HOUSES PROJECT GREENPORT, NEW YORK BY BOARD UTILITIES AND PAVEMENTS PREPARED BY: �P�EOFNEIV 5 it C. N•i Y PECONIC ASSOCIATES, INC. ONE BOOTLEG ALLEY GREENPORT, L . I . NEW YORK - 11944 AND It, ° 053ez /� ROFESSIO CHARLES R. VELZY ASSOCIATES, INZr. ONE OLD COUNTRY ROAD CARLE PLACE , L . I . NEW YORK - 11514 June 19 , 1987 0 0 CEDARFIELDS AFFORDABLE HOUSING PROJECT AND MOORESLAND TOWN HOUSE PROJECT TECHNICAL SPECIFICATIONS DATE : 06/19/1987 TABLE OF CONTENTS DIVISION 1 - GENERAL REQUIREMENTS SECTION 0101 - SUMMARY SECTION 0120 - PROCEDURES AND PERFORMANCE DIVISION 2 - SITEWORK SECTION 0201 - SUBSURFACE CONDITIONS SECTION 0220 - EXCAVATION, FILLING, AND GRADING AND COMPACTION SECTION 0251 - ASPHALT CONCRETE PAVING SECTION 0271 - WATER SERVICE PIPING SECTION 0272 - SEWER COLLECTION SYSTEM - STORM DRAINAGE SYSTEM DIVISION 3 - CONCRETE SECTION 0301 - CONCRETE WORK DIVISION 5 - MISCELLANEOUS METALS SECTION 0501 - MISCELLANEOUS METALS DIVISION 15 - MECHANICAL SECTION 1514 - PUMPS DIVISION 17 - ELECTRICAL SECTION 1709 - TELEPHONE AND TV CABLE CEDARFIELDS AFFORDABLE HOUSING PROJECT AND MOORESLAND TOWN HOUSE PROJECT TECHNICAL SPECIFICATIONS DATE: 06/19/1987 DIVISION 1 - GENERAL REQUIREMENTS SECTION 0101 - SUMMARY PART 1 - SCOPE OF WORK : 1 . 01 - Proiect/Work Identification : The name of the Project is the Cedarfields Affordable Housing Project and the Mooresland Town Houses Project , located with County Road 48 to the North and Moore ' s Lane on the West . The Owners are Diane Carroll and Donald Bracken. 1 . 02 - General : The completion of all work in connection with installation of site utilities , and construction of pavements (including all related excavation, filling , grading, compaction) and all other miscellaneous operations in connection with installation of site utilities and pavements including water , sanitary, storm, electrical , and parking as shown on the applicable drawings. PART 2 - GENERAL PROVISIONS: 2 . 01 - Related Documents : Drawings and general provisions of Contract , other technical specifications, and all applicable provisions of the New York State Uniform Fire Prevention and Building Code; Town of Southold - Sub-Division of Land , Chapter A-106 ; Town of Southold Highway Specifications; and Village of Greenport Utility Requirements. 2 . 02 - Contract Documents: Contract documents include applicable drawings and specifications . Cedarfields and Mooresland 0101 - 1 2 . 03 - Coordination: a . General : The work of this Contract includes coordination of all phases of work in connection with installation of site utilities and pavements, and the construction of the housing units being constructed under separate contract . All points of connection and matching. work are to be carefully coordinated and accurately matched. Coordination is required for all trenching and backfill operations. Special emphasis is to be given the coordination with the Village of Greenport in regard to utility system connections and especially that work in the existing sewage lift station. b. Coordination With Future Work : All underground piping to be extended into the housing units will have ends plugged and protected , and locations of suitably staked. Cables will have sufficient lengths coiled and identified for their extension into the buildings to be constructed. 2 . 04 - Schedule Of Drawinas: SP-1 - Sub-Division - Road and Street Plan OU-1 - Site Utility Layout . OU-2 - Sanitary and Road Profiles. OU-3 - Sanitary and Road Profiles. OU-4 - Sanitary and Road Profiles. OU-5 - Miscellaneous Details. OU-6 - Miscellaneous Details. OU-7 - Road Profiles - Mooresland. Cedarfields and Mooresland 9101 - 2 • 0 - SECTION 0120 - PROCEDURES AND PERFORMANCE PART 1 - GENERAL PROVISIONS: 1 . 01 - Job Meetings: Participate in job meetings at the site on a regular basis and on a need basis to insure expeditious completion of work in accordance with the Contract requirements . 1 . 02 - Ouality Assurance : All work to be performed with personnel experienced in this type of work , and with equipment designed for the phase of the work . Special note is to be taken of fill and compaction requirements. PART 2 - SURVEYS . INSPECTIONS . TESTS, AND REPORTS: 2 . 01 - General : Working from lines and levels established by property survey, and as shown in relation to the work , establish and maintain bench marks and other dependable markers to set lines and levels for the work as needed to properly locate each element of entire project . Calculate and measure required dimensions as shown (within recognized tolerances if not otherwise indicated) ; do not scale drawings to determine dimensions . Advise tradesmen performing the work , of marked lines and levels provided for their use in layout of work . 2 . 02 - Survey Procedures : Verify layout information shown on drawings , in relation to property survey and existing bench marks , before proceeding with layout of actual work . As work proceeds , check every major element for line , level and plumb (where applicable) , and maintain an accurate surveyor ' s log or record book of such checks , available for Owner ' s Representative ' s reference at reasonable times. 2 . 03 - Inspection and Testing : Required inspection and testing services are intended to assist in determination of probable compliances of the work with requirements , but do not relieve Contractor of responsibility for those compliances , or for general fulfillment of requirements of contract documents . 0120 - 1 0 2 . 04 - Qualifications of Testing Agencies : Except as otherwise indicated and except where manufacturer ' s testing facilities are indicated as acceptable , engage independent testing laboratories specializing in required services. 2 . 05 - Reports : Submit test/inspection reports , including agency's analysis of results and recommendations where applicable , in duplicate to Owner ' s Representative except as otherwise indicated , and submit copies directly to governing authorities where required or requested. 2 . 06 - Permits . Licenses and Certificates : For the Owner ' s records , submit copies of required permits , licenses , certifications , inspection reports , releases , jurisdictional settlements , notices , receipts for fee payments , judgements , and similar documents , correspondence and records established in conjunction with compliance with standards and regulations bearing upon performance of the work . PART 3 - OPERATION: 3 . 01 - Protection : During all phases of work take appropriate action to protect existing facilities , utilities , adjacent properties , trees to remain , work in place , materials to be used , and other job related items. Protection shall include , but not be limited to weather , related activities , fire , theft , vandalism, etc . 3 . 02 - Temporary Structures : The Contractor may construct such temporary facilities as required for this phase of the project and remove same at the completion of contract . 3 . 03 - Sanitary Facilities : The Contractor , from the commencement of the job , shall provide sufficient and sanitary toilet facilities for the use of all personnel on the work . These are to be kept in sanitary condition , and at the completion of the job are to be cleaned out and removed . Sanitary facilities shall conform with Board of Health, State and Local Requirements. 0120 - 2 3 . 04 - Temporary Water : Water required for soil compaction and density requirements will be made available from the Village of Greenport . Coordination of all uses will be made with the Village ' s Utility section. 3 . 05 - Fire Protection: The Contractor shall perform the work on or about the premises in a careful manner to prevent fire . The Contractor will be responsive to the requirements of the local Fire Department and will be responsible for any and all damages caused by fires of his origin . Note should be taken on the prohibition of on-site burning by County , Town and Village agencies . 3 . 06 - Dust and Noise : Work shall only be performed during regular working hours and all reasonable precautions shall be taken to prevent adverse impact on adjacent property owners including those on traffic routes from effects of dust and noise . 3 . 07 - Special Item - Frozen Soil Conditions : No grading , filling, or other site work shall result in the covering of frozen soil . 3 . 08 - Contract Compliance Requirements : The Contract shall not be considered complete until all required work is accomplished, all required surveys and test reports are received and approved , and until all work is inspected and considered satisfactory by the Owner and/or the Owner ' s Representative . 0120 - 3 CEDARFIELDS AFFORDABLE HOUSING PROJECT AND MOORESLAND TOWN HOUSES PROJECT DATE: 06/19/1987 TECHNICAL SPECIFICATIONS DIVISION 2 - SITEWORK SECTION 0201 - SUBSURFACE CONDITIONS PART 1 - SCOPE OF WORK : A soils investigation report has been prepared for the site of this Work by Soil Mechanics and may be inspected at the office of the Engineer , and copies may be obtained from the Owner or the Engineer . PART 2 - General Provisions : 2 . 01 - Utilization of Soils Inspection : This report was obtained only for use in design and is not a part of the Contract Documents . The report is available for Bidders ' information, but is not a warranty of subsurface conditions. Bidders should visit the site and acquaint themselves with all existing conditions . Prior to bidding , Bidders may make their own subsurface investigations to satisfy themselves as to site and subsurface conditions. 0201 - 1 SECTION 0220 - EXCAVATION. FILLING . AND GRADING AND COMPACTION PART 1 - SCOPE OF WORK : The extent of the excavating, filling , and grading is shown on the applicable drawings and schedules and includes but is not necessarily limited to the following : Excavating and backfilling for sewer lines , manholes , water lines , existing sewage lift station , and other related structures . Compaction of fill and disturbed material for all trench and backfill operations . Finish grading of all areas with special emphasis and compaction of those requiring pavement repairs . PART 2 - GENERAL PROVISIONS: 2 . 01 - Job Conditions: a . Site Information : Data on indicated subsurface conditions are not intended as representations or warrants of continuity of such conditions between soil borings . It is expressly understood that Owner will not be responsible for interpretations of conclusions drawn therefrom by Contractor . Data is made available for the convenience of Contractor . Additional test borings and other exploratory operations may be made by Contractor at no cost to Owner . b . Existing Utilities : Existing utilities include underground water mains and cables in the vicinity of the work area . Should uncharted or incorrectly charted piping or other utilities be encountered during excavation , consult the Village or the Village' s Representative immediately for directions as to procedure . Cooperate with Owner and utility companies in keeping respective services and facilities in operation . Repair damaged utilities to satisfaction of the Village of Greenport. 0220 - 1 C . Use of Explosives : Do not bring explosives onto site or use in work without prior written permission from authorities having jurisdiction . Contractor is solely responsible for handling , storage , and use of explosive materials when their use is permitted . Coordinate blasting schedule operations with Owner at least 24 hours in advance . d . Protection of Persons and Property : Barricade open excavations occurring as part of this work and post with warning lights . Operate warning lights during hours from dusk to dawn each day and as otherwise required . Protect structures , utilities , sidewalks , pavements, and other facilities from damage caused by settlement , lateral movement , undermining , washout and other hazards created by earthwork operations. PART 3 - MATERIALS: 3 . 01 - Soil Materials : Soil material shall be that suitable for the use intended and generally shall be a soil-rock mixture which is free from deleterious substances . It shall contain no rocks or lumps over six inches in diameter and not more than 15$ of the rocks or lump shall be larger that two inches in any dimension . In addition soil materials shall specifically meet the following use requirements . a . Fill under sanitary piping to be finely graded granular soil material . b. General Backfill and Fill Materials : Provide acceptable soil materials for backfill and fill , free of clay, rock or gravel larger than 2" in any dimension , debris, waste , frozen materials , vegetable and other deleterious matter . PART 4 - METHOD OF PERFORMANCE : 4 . 01 - Finish Elevations and Lines : The services of a surveyor will be utilized for setting and establishing grades and lines . Carefully preserve all data and monuments set by the engineer or surveyor and , if displaced or lost , immediately have replaced to the approval of the Owner and at no additional cost . 0220 - 2 4 . 02 - Inspection : Examine the areas and conditions under which filling and grading are to be Performed and notify the Owner in writing of conditions detrimental to the proper and timely completion of the work . Do not proceed with the work until unsatisfactory conditions have been corrected in an acceptable manner . 4 . 03 - Exc3vation - Sanitary Lines . Water Lines and Sewage Lift Station: a . General : Dig trenches and excavate to the uniform width required for particular item to be installed , sufficiently wide to provide ample working room. Excavate trenches to depth indicated . Carry depth of trenches for piping to establish indicated flow lines and invert elevations . Where rock is encountered, carry excavation 6" below required elevation and backfill with a 6" layer of sand cushion prior to installation of pipe . Grade bottoms of trenches as indicated , notching under pipe bells to provide solid bearina for entire body of pipe. b. Shoring and Bracing: Provide materials for shoring and bracing, such as sheet piling , uprights , stringers and cross-braces, in good serviceable condition . Establish requirements for shoring and bracing to comply with local codes and authorities having jurisdiction. Shoring requirements as per New York State laws and regulations . Maintain shoring and bracing in excavations regardless of time period excavations will be open . Carry down shoring and bracing as excavation progresses. C . Dewatering : Prevent surface water and subsurface or ground water from flowing into excavations and from flooding project site and surrounding area . Do not allow water to accumulate in excavations . Remove water to prevent softening of trench and excavated bottom areas . 0220 - 3 Convey water removed from excavations and rain water to collecting or run-off areas . Establish and maintain temporary drainage ditches and other diversions outside excavation limits. Do not use trench excavations as temporary drainage ditches. d . Material Storage : Stockpile satisfactory excavated materials where directed , until required for backfill or fill . Place , grade and shape stockpiles for proper drainage . Locate and retain soil materials away from edge of excavations . Dispose of excess soil material and waste materials as required. 4 . 04 - Backfill and Fill : a . General : Do not place , spread, or compact any fill material during unfavorable weather conditions . Place acceptable soil material in layers to required grade elevations . b. Drainage Trenches : Do not backfill trenches until tests and inspections have been made and backfilling authorized by Owner 's Representative . Use care in backfilling to avoid damage or displacement of pipe systems . C. Cold Weather Protection: Protect excavation bottoms against freezing when atmospheric temperature is less than 35 degrees F. d . Placement and Compaction : Place backfill and fill materials in layers not more than B" in loose depth for material compacted by heavy compaction equipment , and not more than 4" in loose depth for material compacted by hand- operated tampers . Before compaction , moisten or aerate each layer as necessary to provide optimum moisture content . Compact each layer to required percentage of maximum dry density or relative dry density classification . Do not place backfill or fill material on surfaces that are muddy , frozen , or contain frost or ice . 0220 - 4 4 . 05 - Compaction : a . General : Fill soil material shall be such that the minimum percentage of density specified for each area classification can be achieved. b. Percentage of Maximum Density Requirements : Provide not less than 95$ maximum density for cohesionless soils , and 90$ maximum density for cohesive soil material . C . Moisture Control : Where subgrade or layer of soil material must be moisture conditioned before compaction , uniformly apply water to surface of subgrade , or layer of soil material , to prevent free water appearing on surface during or subsequent to compaction operations . d . Compaction shall be performed by mechanical means using hand operated mechanical tampers or vibratory plates. For small areas not accessible to the roller , a Terrapac Model CM-20 self- propelled vibrating compactor or equivalent shall be used . 4 . 06 - Field Ouality Control : a . If in the opinion of Owners ' Representative , and inspection , subgrade or fills which have been placed are below specified density , the contractor will perform such additional work as necessary to bring the compaction up to that specified herein . 4 . 07 - Disposal of Excess Waste Material : a . Transport waste material , including unacceptable excavated material , trash and debris to designated spoil areas and dispose of as directed off the site . 4 . 08 - Maintenance Of Operation: The flow in the existing sewage lift station shall be maintained in operation . The Contractor will be permitted , on an "as needed" basis and with the approval of the Village of Greenport , to temporarily bulkhead flow from the existing screening chamber into the sewage lift station in order to perform work in the sewage lift station . 0220 - 5 SECTION 0251 - ASPHALT CONCRETE PAVING PART 1 - SCOPE OF WORK : Asphalt paving work to include drives , parking areas , and other miscellaneous paved areas as shown on the applicable drawings and schedules. PART 2 - GENERAL PROVISIONS: 2 . 01 - Related Documents : Drawings and general provisions of Contract , other technical standards , codes , specifications , and Town of Southold Highway specifications. County of Suffolk , New York , Public Works Specifications , November 1 , 1968 and as amended by Part I , March 1977 . Part II , Section 6 , Materials of Construction , Section 8 Bituminous Concrete , and Part III Section 9 - Items 42 , Base Course ; 51 , Concrete ; and 97S Asphalt Concrete Curb . 2 . 02 - Quality Assurance : Construct asphalt concrete work in strict accordance with the applicable provisions of the County of Suffolk Public Works Specifications . Utilize the services of a licensed surveyor to establish and maintain all required grades , lines , and elevations. 2 . 03 - Submittals : Provide copies of materials certificates signed by material producer and Contractor , certifying that each material item complies with , or exceeds , specified requirements . PART 3 - MATERIALS: 3 . 01 - General : Use locally available materials and gradations which exhibit a satisfactory record of previous installations , and which meet the requirements of County of Suffolk , Part II , Section 6 . 3 . 02 - Asphalt Cement : Comply with AASHTO M 226 (ASTM D 3881 ) . 3 . 03 - Lane Marking Paint : Chlorinated rubber-alkyd type , FS TT-P-115 , Type III . 0251 - 1 PART 4 - METHOD OF PERFORMANCE : 4 . 01 - General : All asphalt pavement work to be accomplished in accordance with the applicable provisions of Part II , Section 8 (Bituminous Concrete) of the Suffolk County Public Works Specifications . 4 . 02 - Surface Preparation : Remove loose material from compacted subbase surface immediately before applying base course. Proof roll prepared subbase surface to check for unstable areas and areas requiring additional compaction . Notify Owner 's Representative of unsatisfactory conditions . Do not begin paving work until deficient subbase areas have been corrected and are ready to receive paving. Allow to dry until at proper condition to receive paving . 4 . 03 - Placing Mix: a . General : Place asphalt concrete mixture on prepared surface , spread and strike-off . Spread mixture at minimum temperatures as per Suffolk County specifications . Place inaccessible and small areas by hand . Place each course to required grade , cross-section, and compacted thickness . b. Paver Placing : Place in strips not less than 10 ' wide , unless otherwise acceptable to Owner ' s Representative . After first strip has been placed and rolled , place succeeding strips and extend rolling to overlap previous strips . Complete base course for a section before placing surface course . C . Joints : Make joints between old and new pavements , or between successive days ' work , to ensure continuous bond between adjoining work . Construct joints to have same texture , density and smoothness as other sections of asphalt concrete course . Clean contact surfaces and apply tack coat . 0251 - 2 4 . 04 - Rolling : a . General : Begin rolling when mixture will bear roller weight without excessive displacement . Compact mixture with hot hand tampers or vibrating plate compactors in areas inaccessible to rollers. b. Breakdown Rolling : Accomplish breakdown or initial rolling immediately following rolling of joints and outside edge . Check surface after breakdown rolling , and repair displaced areas by loosening and filling, if required , with hot material . C . Second Rolling : Follow breakdown rolling as soon as possible , while mixture is hot . Continue second rolling until mixture has been thoroughly compacted . d . Finish Rolling: Perform finish rolling while mixture is still warm enough for removal of roller marks . Continue rolling until roller marks are eliminated and course has attained maximum density. e . Patching : Remove and replace paving areas mixed with foreign materials and defective areas . Cut-out such areas and fill with fresh , hot asphalt concrete . Compact by rolling to maximum surface density and smoothness . f . Protection : After final rolling , do not permit vehicular traffic on pavement until it has cooled and hardened . Erect barricades to protect paving from traffic until mixture has cooled enough not to become marked . 4 . 05 - Traffic and Lane-Markings : (Additive Alternate) a . Cleaning : Sweep and clean surface to eliminate loose material and dust . b. Striping : Use chlorinated-rubber base traffic lane-marking paint , factory-mixed , quick-drying, and non-bleeding. Color : White. Apply paint with mechanical equipment to produce uniform straight edges. Apply in two (2 ) coats at manufacturer 's recommended rates . 0251 - 3 4 . 06 - Field Ouality Control : a . General : Test in-place asphalt concrete courses for compliance with requirements for thickness and surface smoothness. Repair or remove and replace unacceptable paving as directed by Owner ' s Representative. b. Thickness : In-place compacted thickness will not be acceptable if exceeding following allowable variation from required thickness: Base Course: 1/2" , plus or minus . Surface Course: 1/4" , plus or minus . 0251 - 4 SECTION 0271 - WATER SERVICE PIPING PART 1 - SCOPE OF WORK : Installation of exterior water service , water mains , hydrant , meter pits , valves , and all related equipment and appurtenances as shown on the applicable drawings and schedules . PART 2 - GENERAL PROVISIONS: 2 . 01 - Related Documents : Drawings and general provisions of Contract , other technical specifications , and Village of Greenport Utility Requirements . 2 . 02 - Quality Assurance : Exterior water service piping and system shall be installed by a firm with experience on exterior water service piping projects similar to this project . Comply with applicable portions of National Standard Plumbing Code , New York State Building Code and local plumbing codes , whichever is more stringent . 2 . 03 - Submittals : Submit manufacturer ' s product data and installation instructions for each product specified for water service piping. PART 3 - MATERIALS: 3 . 01 - Pressure Pipe - General : The following specifications apply to un-plasticized polyvinyl chloride (PVC) plastic class water pipe with integral bell and spigot joints for the conveyance of potable water . 3 . 02 - Pressure Pipe - Diameter 4" and Above : a . Materials : Pipe shall meet the requirements of AWWA C900 , "Polyvinyl Chloride (PVC) Pressure Pipe" . All pipe shall be Class 150 or higher , and shall meet the requirements of DR-18 . Sizes shall be as shown on the applicable drawings and schedules . 0271 - 1 b . Pipe : All pipe shall be suitable for use as a pressure conduit . Provisions must be made for expansion and contraction at each joint with an elastomeric ring. The bell shall consist of an integral wall section with a solid cross section elastomeric ring which meets the requirements of ASTM d 1869 , and E 477 . The bell section shall be designed to be at least as strong as the pipe wall . C . Physical Requirements - Standard Laying Lengths : Standard laying lengths shall be 20 ft . (+ or - 1") for all sizes . At least 85$ of the total footage of pipe of any class and size shall be furnished in standard lengths the remaining 15% in random lengths . Random lengths shall not be less than 10 feet long. Each standard and random length of pipe shall be tested to four times the class pressure of the pipe for a minimum of 5 seconds . The integral bell shall be tested with the pipe . d . Pipe Stiffness: The pipe stiffness using F/ y for PVC class water pipe shall be as follows : Class 200 - DR 14 - F/ y 914 . e . Quick Burst Test : Randomly selected samples tested in accordance with ASTM D 1599 shall withstand , without failure , pressures listed below when applied in 60-70 seconds . Rubber ring seal test jigs shall be used. Class 200 shall have a minimum burst pressure of 985 psi at 73'F for all sizes. 3 . 03 - Pressure Pipe - Up To 4" In Diameter : a . Product : Pipe shall be suitable for use at maximum hydrostatic working pressures of 125 , 160 or higher psi at 73'F. All pipe must meet requirements as set forth in ASTM D 2241 , and must bear the National Sanitation Foundation seal for potable water pipe. Provisions must be made for contraction and expansion at each joint with a rubber ring, and integral thickened bell as part of each joint . Pipe and fitting must be assembled with a non-toxic lubricant . Laying length shall be 20 feet (+ or - 1") . 0271 - 2 b . Materials : Pipe shall be made from clean, virgin approved Class 12454A PVC compound conforming to ASTM resin specification D 1784 . Clean , reworked material generated from the manufacturer ' s own pipe production may be used . C . Physical and Chemical Requirements : All physical and chemical tests should be conducted at 73'F. Sustained pressure testand quick burst test : ASTM D 2241 160 psi Test Long term Pressure test , (1000 hours) . psi 340 Ouick term Burst test . psi 500 The pipe shall be designed to pass , without failure , for 1 ,000 hours a pressure of 260psi when tested in accordance with ASTM D 1598 , as referenced in ASTM D 2241 . d . Acetone Immersion Test : After 20 minute immersion in a sealed container of anhydrous (99 . 5% pure) acetone , a 1" long sample ring shall show no visible spalling or cracking (swelling or softening is not a failure) when tested in accordance with ASTM D 2152. e . Vise Test : Place between two flat parallel plates a 2" long ring and compress the outside diameter 601 in 2 to 5 minutes. There shall be no evidence of splitting or shattering . 3. 04 - Accessories : a . General : Provide all fittings equal to AWWA- C1110 and shall be push on "Bell-Tate" joint . b. Thrust Blocks : 3000 psi concrete shall be placed at all pipe direction changes in accordance with standard practice . Contractor to provide thrust block sketch for each bend , intersection , end , reduction, etc . to the Owner 's Representative for approval prior to laying any pipe. 0271 - 3 3 . 05 - Meter Pits : Meter pit shall be a precast concrete box as detailed on the plans . Concrete shall conform to the requirements of Item 18 , Class A Concrete For Structures . Cover and frame shall be roadway type and shall meet the requirements for MSA-Steel , Castings Grade N-1 ; MB Iron Casting, Class 30 or M13 Malleable Iron Castings, Grade 32510 , at the Contractor ' s option . Frame and cover which , in the opinion of the Engineer , are warped or rock will be rejected for use in this work . The cover shall be lettered with "WATER" in two inch raised letters . The frame and cover shall be thoroughly cleaned and painted inside and out with two (2) coats of black asphaltum. 3. 06 - Meters : Meters shall be provided by the Village. Meter pits and accessories shall be that approved by the Village Water Department . 3 . 07 - Hydrant : The Village of Greenport will supply the hydrants for installation at the locations shown on the Site Plan. The Developer shall reimburse the Village of Greenport for all hydrants provided . The Village of Greenport will deliver the hydrants to the site at a time appropriate to the expeditious completion of the work provided the Village is given no less than twenty-one (21) days notice , and subject to the availability of the hydrants from the suppliers to the Village . 3 . 08 - Miscellaneous Materials : Pipe , unless otherwise specified herein or on the plans , shall be flexible polyethylene plastic tubing, 160 psi rating , NSF approved , conforming to the requirements of ASTM Designation D2737-PE2306 , as manufactured by Triangle , Yardley, Pyramid or equal . Fittings shall be galvanized malleable iron, Class 150 . Nipples and adapters for coupling to the polyethylene tubing shall be Schedule 40 galvanized steel . Each connection to polyethylene tubing shall be secured with two (2) stainless steel worm screw clamps . The threads on all threaded connections shall be wrapped with teflon tape. Shut-off and drain valves shall be IBBM valves, 150 pound , Powell Valves, or equal . Valves shall be complete with stem risers with enclosure and flush cast cover with "Water" in raised letters . Cedarfields and Mooresland 0271 - 4 All components of the fresh water system including pipe , tubing, fittings , nipples, adapters , valves, etc . , shall meet the requirements of the Al PART 4 - METHOD OF PERFORMANCE! 4 . 01 - General : Install exterior water service piping system in compliance with local governing regulations and AWWA C900 or ASTM D 2241 . 4 . 02 - Installation : a. Street Main Connection: Coordinate pipe routing with the Village Utility Department (See Drawings) . Final connection will be made by the Village Utility Department . b. Water Service Piping: Extend water service piping of size and in location indicated to water meter pits. All service pipes shall be laid at least four feet below the surface of the ground at all points. C . Control Valves: Install in accordance with manufacturer 's instructions. d . Water Meter Pit : Install water meter pit in location and provide support as specified by manufacturer as shown on the plans and as approved by the Village. 4 . 03 - Inspection . Cleanina and Sterilization: a . Interior Inspection : Inspect conduit to determine whether line displacement or other damage has occured. If the inspection idicates poor alignment , debris, deisplaced pipe , infiltration or other defects , correct such defects to satisfaction or the Owner 's Representative . b. Cleaning Conduit : Clear interior of conduit of dirt and other superflous material as work progresses . Maintain swab or drag in line and pull past each Joint as it is completed. Place plugs in end of uncompleted conduit at end of day or whenever work stops . Cedarfields and Mooresland 0271 - 5 C . Sterilization: At completion of water service line installation, flush and sterilize in conformance with AWWA C-601 , to the satisfaction of local authorities having jurisdiction. 4 . 04 - Testina : Perform hydrostatic testing of completed conduit lines in accordance with local authorities having jurisdiction. Perform operational testing of valves by opening and closing under water pressure to ensure proper operation . 4 . 05 - Trenching . Bedding and Trashing Operations: Conduct all operations in accordance with the applicable provisions of Section 0220 . Cedarfields and Mooresland 0271 - 6 SECTION 0272 - SEWER COLLECTION SYSTEM - STORM DRAINAGE SYSTEM PART 1 - SCOPE OF WORK: Installation of all sewer mains , laterals, collection lines, manholes, leaching pools for storm drainage, and related equipment and appurtenances as shown on the applicable drawings and schedules. PART 2 - GENERAL PROVISIONS: 2 . 01 - Related Documents : Drawings and general provisions of Contract , other technical specifications, Town of Southold Highway Specifications , and the Village of Greenport Utility Requirements. 2 . 02 - Quality Assurance: Sewer and storm drainage collection system shall be installed by a firm with installation experience with sewer collection systems similar to this project . Comply with applicable provisions of the National Standard Plumbing Code , New York State Building Code , Suffolk County Health Department requirements, local codes and plumbing codes, whichever is more stringent . PART 3 - MATERIALS: 3 . 01 - Conduit Material - General : The following specifications apply to conduit materials and fittings to be used: Furnish ells, tees , reducing tees , wyes, couplings, increasers, crosses , transitions and end caps of same type and class of material as conduit , or of material having equal or superior physical and chemical properties as acceptable to the Owner 's Representative. Sizes shall be as shown on the applicable drawings or schedules, except that building lines to sewer mains shall not be less than 4-inches I .D. 3. 02 - Ductile Iron Pine - Sewer : Ductile iron pipe shall meet the requirements of ANSI-AWWA 0- 151/821 . 51 Class 50. The pipe shall be equal to U . S . Pipe with tyton joints , centrifical cement lined . Cedarfields and Mooresland 0272 - 1 3 . 03 - PVC Pipe - Sewer : PVC Pipe shall be unplasticized polyvinylchloride plastic gravity sewer pipe with intergral wall bell and spigot joints for the conveyance of domestic sewage . a . Materials : Pipe and fittings shall meet extra strength minimum of SDR35 of the requirements of ASTM D 3034 . The pipe shall be colored green for inground identification as sewer pipe . b. Pipe : All pipe shall be suitable for use as a gravity sewer conduit . Provisions must be made for contraction and expansion at each joint with a rubber ring . The bell shall consist of an integral wall section with a solid cross section rubber ring factory- assembled , securely locked-in place to prevent displacement . Standard laying lengths shall be 20 ft . and 12 . 5 ft . + or - 1 inch . At manufacturer ' s option, random lengths of not more than 15$ of total footage may be shipped in lieu of standard lengths . C . Drop Impact Test : Pipe (6" long section) shall be subjected to impact from a free falling tup (20 lb. Tup A) in accordance with ASTM D 2444 . No shattering or splitting (denting is not a failure) shall be evident when the following energy is impacted: Pipe Size , In . 4 6 8 10 12 15 Et . -Lbs . 150 210 210 220 220 220 d . Fittings : All fittings and accessories shall be as manufactured and furnished by the pipe supplier or approved equal and have bell and/or spigot configurations compatible with that of the pipe . e . Physical and Chemical Requirements : Pipe shall be designed to pass all tests at 73'F (+ or - 3'F) . f . Pipe Stiffness : Minimum "pipe stiffness" (F/ Y) at 5$ deflection shall be 46 psi for all sizes when tested in accordance with ASTM D 2412 , "External Loading Properties of Plastic Pipe by Parallel-Plate Loading" . Cedarfields and Mooresland 0272 - 2 g . Joint Tightness: Two sections of pipe shall be assembled in accordance with the manufacturer ' s recommendation. Joint shall be tested in accordance with ASTM D 3212, "Joints for Drain and Sewer Plastic Pipe Using Flexible Elastomeric Seals" . h . Flattening: There shall be no evidence of splitting, cracking, or breaking when the pipe is tested as follows : Flatten specimen of pipe , six inches long between parallel plates in a suitable press until the distance between the plates is forty percent of the outside diameter of the pipe . The rate of loading shall be uniform and such that the compression is completed within two to five minutes. 3 . 04 - Storm Water Pipe : Storm water pipe shall be of the following materials: a . Concrete Pipe : Physical and dimensional requirements of concrete pipe 12-inches to 24- inches shall conform to Table II of ASTM Designation C-14 . Reinforcing and quality shall be the same as specified for the New York State Department of Transportation. b. Zinc Coated Steel ! (Galvanized) corrugated steel culvert pipe, AASHTO Designation : M36 (Type I ) with Hugger-Type or Smooth Stab Type Connections . C. Minimum pipe size to be 18" in diameter . 3 . 05 - Concrete Manholes and Leachinc Basin : a . Concrete Base : Precast or cast-in-place (sewer manholes only) , at Contractor 's option. Use concrete which will attain a 28 day compressive strength of not less than 4000 psi . b. Precast Concrete or Concrete Block Manholes: ASTM C 478 , sized as indicated on the applicable drawings or schedules . Cedarfields and Mooresland 0272 - 3 C . Masonry Materials : Concrete Masonry units : ASTM C 139. Manhole Brick : ASTM C 32 , Grade MS. Sewer Brick : ASTM C 32 , Grade SS. Masonry Mortar ! ASTM, C 270 , Type M. For minor amounts of mortar , packaged materials complying with ASTM C 387 , Type M, will be acceptable . d . Leaching Basin with reinforced traffic top shall be as shown on Plans and as manufactured by Andrew Carlson & Sons , Inc. , or equal . e. Metal Accessories: Manhole Frames and Covers : Grey cast iron , ASTM A 48 , Class 30 B. See plans. Comply with requirements of FS RR-F-621 for type and style indicated . Furnish covers with cast-in legend ( "STORM" or "SANITARY" to suit installation) on roadway face . Leaching Basin Frames and Gratings : Grey cast iron , ASTM A 48 , Class 30 B. See Plans . Comply with requirements of FS RR-F-621 , and the Town of Southold High Specifications for type and style required . PART 4 - METHOD OF PERFORMANCE: 4 . 01 - General : Install conduit in accordance with governing authorities having jurisdiction and in accordance with manufacturer ' s instructions, except where more stringent requirements are indicated. Lateral separation between water and sewer lines shall be a minimum of 10-feet horizontal with sewer lines 18-inches below water main . If water line is less than 18-inches above sewer lines , or if below sewer line , then sewer conduit and joints shall be pressure rated and approved at least 10-feet either side of water line . Cedarfields and Mooresland 0272 - 4 Inspect conduit before installation to detect apparent defects. Mark defective materials with white paint and promptly remove from site. Lay conduit beginning at low point of system, true to grades and alignment indicated with unbroken continuity of invert . House connection lines shall have a minimum slope of 2$ . Installation below ground water level will require de-watering to preclude installation or assembly of conduit in water . Plug and stake location at each wye to facilitate extension of branch line to housing structure to be constructed under a separate future contract . Install gaskets in accordance with manufacturer ' s recommendations for use of lubricants , cements , and other special installation requirements . a . Plastic Pipe : Install plastic piping in accordance with ASTM D 2321 and pipe manufacturer ' s instructions. Use joint adhesives as recommended by manufacturer to suit basic pipe materials . b . Cleaning Conduit : Clear interior of conduit of dirt and other superfluous material as work progresses . Maintain swab or drag in line and pull past each joint as it is completed. In large , accessible conduit , brushes and brooms may be used for cleaning . Place plugs in ends of uncompleted conduit at end of day , or whenever work stops. Flush lines between manholes if required to remove collected debris . C . Joint Adaptors : Make joints between cast iron pipe and other types of pipe with standard manufactured cast iron adaptors and fittings . Cedarfields and Mooresland 0272 - 5 d . Interior Inspection : Inspect conduit to determine whether line displacement or other damage has occured. Make inspections after lines between manholes , or manhole locations , have been installed and approximately two feet of backfill is in place and at completion of project . If inspection indicates poor alignment , debris , displaced pipe , infiltration or other defects , take whatever steps are necessary to correct such defects to satisfaction of Owner ' s Representative. 4 . 02 - Underground Structures: a . Poured-In-Place Manholes : At Contractor ' s option, use either poured-in-place manholes or pre-cast concrete manholes. Manholes shall be constructed as shown on drawings with concrete in accordance with Division 3 - Concrete. Where manholes occur in pavements , set tops of frames and covers flush with finish surface . Elsewhere , set tops 3" above finish surface , unless otherwise indicated. b. Precast Concrete Manholes : Place precast concrete sections as shown on drawings. Where manholes occur in pavements , set tops of frames and covers flush with finish surface . Elsewhere set tops 3" above finish surface, unless otherwise indicated. Use epoxy bonding compound where manhole steps are mortared into manhole walls. Provide rubber joint gasket complying with ASTM C 443 . Cedarfields and Mooresland 0272 - 6 4 . 03 - Tan Connections : (Coordinate with Village of Greenport) . Make connections to existing conduits and underground structures, so that finished work will conform as nearly as practicable to requirements specified for new work . Use commercially manufactured wyes for branch connections . Field cutting into conduit will not be permitted. Spring wyes into existing line and encase entire wye , plus 6" overlap, with not less than 6" of 3000 psi 28-day compressive strength concrete . 4 . 04 - Testing : Perform testing of completed conduit Tines in accordance with local authorities having jurisdiction. a . Leakage : Perform either infiltration or exfiltration leakage tests . The maximum amount of leakage into or from the sewer shall not exceed one-tenth (1/10) gallon per hour , per inch of internal diameter per one hundred (100) linear feet of pipe . b. Deflection Testing : The total deflection in any direction shall not exceed 4 percent of internal pipe diameter . Pipe deflection shall be tested by manually pulling a "go-no-go" deflection testing mandrel through the pipe. Testing to be accomplished thirty (30) days after backfilling. 4 . 05 - Trenching . Bedding , and Backfill Operation: Conduct all operations in accordance with the applicable provisions of Section 0220 . Cedarfields and Mooresland 0272 - 7 0 CEDARFIELDS AFFORDABLE HOUSING PROJECT AND MOORESLAND TOWN HOUSE PROJECT TECHNICAL SPECIFICATIONS DATE: 06/19/19E7 DIVISION 3 - CONCRETE SECTION 0301 - CONCRETE WORK PART 1 - SCOPE OF WORK! The extent of all concrete work is shown on the applicable drawings and schedules and includes , but is not necessarily limited to the following: 1 . Replacement of damaged slabs (including existing) surrounding existing sewage lift station. 2 . Cast-in-place manholes. PART 2 - GENERAL PROVISIONS: 2 . 01 - Related Documents : Drawings and general provisions of Contract, other applicable technical standards , codes, specifications, New York State Uniform Fire Prevention and Building Code . 2 . 02 - Reference Specifications: Except as modified by requirements given below, these Specifications shall be supplemented by the American Concrete Institute Publication entitled "Building Code Requirements for Reinforced Concrete" (ACI 318- 77) with the following modifications: Delete Paragraphs 1 . 3, 1 . 4 . Paragraph 3. 1 . 3 , change "inspecting engineer and architect" to "Testing Agency" . American Concrete Institute publication "Recommended Practice for Selecting Proportions for Normal Weight Concrete" (ACI 211 . 1-70) . Cedarfields and Mooresland 0301 - 1 2 . 03 - Quality Assurance: a . General : The Contractor shall employ a testing laboratory to perform tests and to submit test reports . Sampling and testing for quality control during placement of concrete shall include the following: Sampling Fresh Concrete : ASTM C 172 , except modified for slump to comply with ASTM C 94 . Slump: ASTM C 143; one test for each concrete load at point of discharge; and one test for each set of compressive strength test specimens. Air Content : ASTM C 173, volumetric method for lightweight concrete ; ASTM C 231 pressure for normal weight concrete ; one for each set of compressive strength test specimens . Concrete Temperature : Test hourly when air temperature is 40 degrees F (4 degrees C) and below, and when 80 degrees F (27 degrees C) , and above ; and each time a set of compression test specimens made . Compression Test Specimen: ASTM C 31 ; one set of 6 standard cylinders for each compressive strength test , unless otherwise directed. Mold and store cylinders for laboratory cured test specimens except when field-cure test specimens are required . Compressive Strength Tests : ASTM C 39; one set for each 100 cu. yds. or fraction thereof , of each concrete class placed in any one day or for each 5 ,000 sq. ft . of surface area placed ; 2 specimen tested at 7 days , 3 specimens tested at 28 days , and one specimen retained in reserve for later testing if required . When frequency of testing will provide less than 5 strength tests for a given class of concrete, conduct testing from at least 5 randomly selected batches or from each batch if fewer than 5 are used. Cedarfields and Mooresland 0301 - 2 When total quantity of a given class of concrete is less than 50 cu . yds. , strength test may be waived by Owner ' s Representative if , in his judgement , adequate evidence of satisfactory strength is provided. When strength of field-cured cylinders is less than 85$ of companion laboratory-cured cylinders , evaluate current operations and provide corrective procedures for protecting and curing the in-place concrete. b. Test Results : Will be reported in writing to Owner ' s Representative and Contractor on same day that tests are made . Reports of compressive strength tests shall contain the project identification name and number , date of concrete placement , name of concrete testing service , concrete type and class , location of concrete batch in structure, design compressive strength at 28 days , concrete mix proportions and materials; compressive breaking strength and type of break for both 7-day tests and 28-day tests. C . Additional Tests : The testing service will make additional tests of in-place concrete when test results indicate specified concrete strengths and other characteristics have not been attained in the structure , as directed . Testing service may conduct tests to determine adequacy of concrete by cored cylinders complying with ASTM c 42 , or by other methods as directed. Contractor shall pay for such tests conducted, and any other additional testing as may be required , when unacceptable concrete is verified . d . Inspection and Testing: Contractor shall retain the services of a Testing Agency to make tests as required herein . e . Slump Test : In addition to testing as specified above, upon arrival from the mixing plant and after all required water has been added to the mix , a sample of each batch of concrete shall be given the standard slump test in accordance with ASTM C 143-78 . Cedarfields and Mooresland 0301 - 3 0 0 2 . 04 - Submittals: a . Product Data: Submit manufacturer ' s product data with application and installation instructions for proprietary materials and items , including reinforcement and forming accessories , admixtures , patching compounds , waterstops , joint systems , curing compounds , dry-shake finish materials, and others as required . b. Reinforcing: Details showing sizes , lengths , bends , spacing, splices , construction joints and location and clearance of all reinforcing . No fabrication shall commence until Shop Drawings are reviewed by the Owner 's Representative. C . Concrete mix . PART 3 - MATERIALS: 3 . 01 - Portland Cement : a . Normal Type : Standard manufacture, conforming to ASTM C 150-78a , Type I . b. High-Early Strength : Standard manufacture , conforming to ASTM C 150-78a, Type III . Ultimate strength shall be reached in seven days . Approval of Owner 's Representative must be obtained prior to use. 3 . 02 - Agareaates : Aggregates shall conform to ASTM C 33-78 . Maximum size of aggregate shall not be larger than 1/5 of the narrowest dimension between the sides , or between the top and bottom of the forms of the member for which concrete is to be used , nor larger than 3/4 of the minimum clear spacing between reinforcing bars. 3. 03 - Water : Water shall be clean and free from injurious amounts of oils , acids, alkalis , organic materials , or other deleterious substances . 3 . 04 - Concrete Admixtures : a . Water Reducing: Admixtures shall conform to ASTM C 494 , Type A for water-reducing and Type D for water-reducing/set-retarding. Cedarfields and Mooresland 0301 - 4 b. Acceptable Substitutes: The Owner ' s Representative will only consider those proposed admisture substitutions which have been completely tested. C . Air Entraining Agents : Admixture shall use as directed only , conforming to ASTM C 260 . 3 . 05 - Related Materials : a . Moisture-Retaining Cover : One of the following , complying with ASTM C 171 : Waterproof paper . Polyethylene film. Polyethylene-coated burlap. b. Preformed Expansion Joint : Filler material shall be bituminous fiber type conforming to ASTM D 1751 . C. Waterstops : Shall be extruded from new stock polyvinyl chloride , ribbed , and expandable center bulb. d . Nonshrink Grout : Shall be a ready-to-use metallic aggregate product requiring only the addition of water at the job site , and shall have the following attributes: Be capable of producing a flowable grouting material having no drying shrinkage or settlement at any age ; The compressive strength of grout shall be not less than 5 ,000 psi at age seven days , and 7 , 500 psi at age 28 days . e . Bonding Agent : Aqueous resinous emulsion providing a chemical as well as mechanical bond . Cedarfields and Mooresland 0301 - 5 3. 06 - Reinforcing and Metal Accessories : a . Reinforcing Bars (ReBar) : ASTM A 615 , Grade 60 , deformed . b. Steel Wire : ASTM A 82 , plain , cold-drawn, steel . C . Welded Wire Fabric (WWF) : ASTM A 185 , welded steel wire fabric. d . Welded Deformed Steel Wire Fabric (WDSWF) : ASTM A 497 . e . Supports for Reinforcement : Provide supports for reinforcement including bolsters , chairs, spacers and other devices for spacing, supporting and fastening reinforcing bars and welded wire fabric in place . Use wire bar type supports complying with CRSI recommendations , unless otherwise acceptable. For slabs-on-grade , use supports with sand plates or horizontal runners where base material will not support chair legs. f . Metal Accessories : Anchorage items , inserts , wall sleeves , etc. , of standard manufacture , subject to approval of the Owner ' s Representative . 3 . 07 - Forms : a . Unexposed Faces : Plyform - Grade B-B, Class 2 or better , 3/4" thickness minimum for all unexposed concrete faces. b. Form Ties : Approved by Owner ' s Representative , minimum working strength 3 , 000 lb. Ties shall be adjustable in length to permit tightening of form and shall be of such type as to leave no metal closer than 1 1/2" from surface . They shall not leave a hole larger than 7/8" in diameter at the exposed surface of the concrete. Wire ties will not be permitted. C . Form Release Agent for Exposed Concrete: "Formshield" or approved equal . d . Form Coating For Other Forms : Nonstaining mineral oil . e. Membrane-Forming Curing Compound: ASTM C 309 , Type I unless other type acceptable to Owner ' s Representative. Cedarfields and Mooresland 0301 - 6 3 . 08 - Curing Material : a . Liquid Curing : Curing and sealing compounds shall conform to ASTM C 309 , Type 1 . b. Sheet Materials: Shall conform to ASTM C 171 . C . Burlap Cloth: Shall be made from jute or kenaf and weighing approximately 305 grams per sq . m <9 Oz . per sq . yd . ) for moist curing shall conform to AASHTO M 182 and shall use two layers . 3 . 09 - Batching . Mixing , and Delivery Equipment : Use transit-mixed concrete from approved batching and mixing plant . Batch, mix , and transport concrete to site in accordance with provisions of ASTM C 94 . PART 4 - PROPORTIONING AND DESIGN OF MIXES : 4 . 01 - General : Prepare design mixes for each type and strength of concrete in accordance with applicable provisions of ASTM C 94 . Design mixes to provide normal weight concrete with the following properties, as indicated on drawings and schedules : 3 , 000 psi 28-day compressive strength ; 480 lbs . cement per cu . yd. minimum; W/C ratio , 0 . 58 maximum. 4 , 000 psi 28-day compressive strength ; mix to be submitted for approval . Ready-mixed concrete shall be used for all concrete work per ASTM C 94-78 unless otherwise specifically approved by the Owner ' s Representative . Concrete Texting Agency shall be responsible for designing concrete mixes in accordance with this Specification . Design mix shall be forwarded to Owner 's Representative prior to commencing work . Each truck load of concrete shall be certified as to its conformance to approved mixes and to Contract Documents. Duplicate copies of certificates shall be forwarded to Owner 's Representative weekly. Retempering of concrete is prohibited. Cedarfields and Mooresland 0301 - 7 4 . 02 - Adiustment To Concrete Mixes : Mix design adjustments may be requested by Contractor when characteristics of materials , job conditions , weather , test results, or other circumstances warrant ; at no additional cost to Owner and as accepted by the Owner ' s Representative . Laboratory test data for revisedmix design and strength results must be submitted to and accepted by Owner ' s Representative before using in work . 4 . 03 - Admixtures : Use air-entraining admixture in exterior exposed concrete , unless otherwise indicated . Add air-entraining admixture at manufacturer ' s prescribed rate to result in concrete at point of placement having air content within following limits : Concrete structures and slabs ; exposed to freezing and thawing or subjected to hydraulic pressure : 4% for maximum 2" aggregate. 6t for maximum 3/4" aggregate. 7t for maximum 1/2" aggregate . Other Concrete : 2% to 41 air . Use admixtures for water-reducing and set-control in strict compliance with manufacturer 's directions . 4 . 04 - Slump Limits : Proportion and design mixes to result in concrete slump at point of placement as follows: Ramps and Sloping Surfaces : Not more than 3" . Reinforced Foundation Systems : Not less than 1" and not more than 3" . All Other Concrete : Not less than 1" and not more than 4" . Cedarfields and Mooresland 0301 - 8 PART 5 - METHOD OF PERFORMANCE : 5 . 01 - Forms : a . General : Design , erect , support , brace and maintain formwork to support vertical and laterial loads that might be applied until such loads can be supported by concrete structure . Construct formwork so concrete members and structures .are of correct size , shape , alignment , elevation and position . Design formwork to be readily removable without impact , shock or damage to cast-in- place concrete surfaces and adjacent materials . b. Provisions for Other Trades : Provide openings in concrete formwork to accommodate work of other trades. Determine size and location of openings , recesses and chases from trades providing such items. Accurately place and securely support items built into forms . C. Cleaning and Tightening: Thoroughly clean forms and adjacent surfaces to receive concrete. Remove chips , wood , sawdust , dirt or other debris just before concrete is placed . Retighten forms and bracing after concrete placement if required to eliminate mortar leaks and maintain proper alignment . d . Inspection: The Owner 's Representative shall be notified for form inspection both prior and after placement of reinforcement. 5 . 02 - Formwork For Exposed Surfaces : a . Forms : Shall be properly braced and tied together in such a manner that they are completely rigid and strong enough to withstand , without deflection and leakage, movement and pressures resulting from placement of concrete. Full size sheets of plywood shall be used wherever possible. Edges of all plywood sheets shall be squared and trued on the bench to ensure close fitting , tight joints . All joints shall be backed solidly. Cedarfields and Mooresland 0301 - 9 High density overlay plywood shall be chemically treated prior to initial installation to prevent color transfer to the finished surfaces . Forms shall be butted and sealed with tape to prevent leakage . Form ties shall be set in a uniform pattern vertically and horizontally , as indicated on the Drawings . Holes for ties shall be drilled from contact face and shall be sized to the tie diameter (no oversize holes) . Cones shall be positioned to completely cover the hole in the form. Tie cones shall be completely seated to eliminate leakage . Forms shall be coated with a smooth , even coating of form release agent prior to the initial pouring of concrete . Forms shall be thoroughly cleaned and recoated prior to each successive concrete pour . Form release agent may be applied by brush , roller or spray. Apply one coat without pinholes, holidays , or other defects over all form surfaces. Apply two coats over all edges of plywood to protect laminations. 5 . 03 - Formwork For Unexposed Surfaces : a . Forms : Forms shall be properly braced and tied together . Some leakage will be permitted . Form ties shall be installed in a normal manner so as to comply with requirements of material specified. Forms shall be coated with nonstaining mineral oil . b. Sleeves : All sleeves and other embedded items shall be placed and adequately anchored prior to placing concrete . Receive and install all items provided under Division 05 in strict accordance with reviewed shop drawings . C. Construction Joints: Shall be placed as required and where indicated on reviewed reinforcing shop drawings . Cedarfields and Mooresland 0301 - 10 5 . 04 - Reinforcement : a . Storage : Reinforcement shall be stored off the ground in such a manner as to minimize rust and accumulation of dirt and grease . b. Cleaning: Clean reinforcement of loose rust and mill scale , earth , ice , and other materials which reduce or destroy bond with concrete. C . Fabrication : Bars shall be bent without heat . Once bent , bars shall not be reworked . For bars of under 1" diameter , minimum bending radius shall be three bar diameters. For bars of 1" diameter or over , minimum bending radius shall be four bar diameters . Fabrication of all reinforcing shall be according to shop drawings reviewed by the Owner ' s Representative . d . Placement : Comply with Concrete Reinforcing Steel Institute' s recommended practice for "Placing Reinforcing Bars" , for details and methods of reinforcement placement and supports, and as herein specified. Accurately position , support and secure reinforcement against displacement by formwork , construction , or concrete placement operations . Locate and support reinforcing by metal chairs , runners , bolsters , spacers , and hangers , as required. Place reinforcement to obtain at least minimum coverages for concrete protection. Arrange , space and securely tie bars and bar supports to hold reinforcement in position during concrete placement operations. Set wire ties so ends are directed into concrete , not toward exposed concrete surfaces . Install welded wire fabric in as long lengths as practicable. Lap adjoining pieces at least one full mesh and lace splices with wire. Offset end laps in adjacent widths to prevent continuous lapsin either direction. Cedarfields and Mooresland 0301 - 11 40 0 5 . 05 - Joints : a . Construction Joints : Locate and install construction joints, which are not shown on drawings, so as not to impair strength and appearance of the structure , as acceptable to the Owner ' s Representative . Provide keyways at least 1-1/2" deep in construction joints in walls , slabs and between walls and footings; accepted bulkheads designed for this purpose may be used for slabs. Place construction joints perpendicular to the main reinforcement. Continue reinforcement across construction joints . b. Isolation Joints in Slabs-On-Ground: Construct isolation joints in slabs on ground at points of contact between slabs on ground and vertical surfaces . C . Control Joints in Slabs-On-Ground: Construct control joints in slabs-on-ground to form pabnels of patterns as shown. Use inserts 1/4" wide x 1/5 to 1/4 of the slab depth, unless otherwise indicated . Form control joints by inserting premolded hardboard or fiberboard strip into fresh concrete until top surface of strip is flush with slab surface . After concrete has cured , remove inserts and clean groove of loose debris . 5 . 06 - Installation Of Embedded Items : a . General : Set and build into work anchorage devices and other embedded items required for other work that is attached to , or supported by , cast-in-place concrete . Use setting drawings , diagrams , instructions and directions provided by suppliers of items to be attached thereto. b. Edge Forms and Screed Strips for Slabs: Set edge forms or bulkheads and intermediate screed strips for slabs to obtain required elevations and contours in finished slab surface . Provide and secure units sufficiently strong to support types of screed strips by use of strike-off templates or accepted compacting type screeds . Cedarfields and Mooresland 0301 - 12 a 5 . 07 - Preparation Of Form Surfaces : Coat contact surfaces of forms with a form-coating compound before reinforcement is placed . Thin form-coating compounds only with thinning agent of type , and in amount , and under conditions of form-coating compound manufacturer ' s directions . Do not allow excess form-coating material to accumulate in forms or to come into contact with concrete surfaces against which fresh concrete will be placed. Apply in compliance with manufacturer ' s instructions . 5 . 08 - Concrete Mixing: a . Job-Site Mixing: Mix materials for concrete in appropriate drum type batch machine mixer . For mixers of one cu. yd. , or smaller capacity , continue mixing at least 1-1/2 minutes , but not more than 5 minutes after ingredients are in mixer , before any part of the batch is released. For mixers of capacity larger than one cu. yd . , increase minimum 1-1/2 minutes ofmixing time by 15 seconds for each additional cu. yd. , or fraction thereof. Provide batch ticket for each batch discharged and used in work , indicating project identification name and number , date , mix type , mix time , quantity, and amount of water introduced. b. Ready-Mix Contrete : Comply with requirements of ASTM C 94 , and as herein specified. Delete references for allowing additional water to be added to batch for material with insufficient slump. Addition of water to the batch will not be permitted . During hot weather , or under conditions contributing to rapid setting of concrete, a shorter mixing time than specified in ASTM C 94 may be required. When air temperature is between 85 degrees F (30 degreesC) and 90 degrees F (32 degrees C) , reduce mixing and delivery time from 1- 1/2 hours to 75 minutes, and when air temperature is above 90 degrees F (32 degrees C) , reducemixing and delivery time to 60 minutes . Cedarfields and Mooresland 0301 - 13 5 . 09 - Concrete Placement : a . Preplacement Inspection: Before placing concrete , inspect and complete formwork installation , reinforcing steel , and items to be embedded or cast-in. Notify other crafts to permit installation of their work ; cooperate with other trades in setting such work . Moisten wood forms immediately before placing concrete where form coatings are not used . All water , mud , frozen earth, ice , etc . , is to be removed from forms . No placement shall be made until after the Owner ' s Representative has inspected the forms and reinforcing . b. General : Comply with ACI 304 , and as herein specified. Deposit concrete continuously or in layers of such thickness that no concrete will be placed on concrete which has hardened sufficiently to cause the formation of seams or planes of weakness. If a section cannot be placed continuously, provide construction joints as herein specified. Deposit concrete as nearly as practicable to its final location to avoid segregation. C . Placing Concrete in Forms : Deposit concrete in forms in horizontal layers not deeper than 24" and in a manner to avoid inclined construction joints . Where placement consists of several layers , place each layer while preceding layer is still plastic to avoid cold joints. Consolidate placed concrete by mechanical vibrating equipment supplemented by hand- spading , rodding or tamping . Use equipment and procedures for consolidation of concrete in accordance with ACI recommended practices. Do' not use vibrators to transport concrete inside forms . Insert and withdraw vibrators vertically at uniformly spaced locations not farther than visible effectiveness of machine . Place vibrators to rapidly penetrate placed layer and at least 6" into preceding layer . Do not insert vibrators into lower layers of concrete that have begun to set . At each insertion limit duration of vibration to time necessary to consolidate concrete and complete embedment of reinforcement and other embedded items without causing segregation of mix . Cedarfields and Mooresland 0301 - 14 0 d . Placing Concrete Slabs : Deposit and consolidate concrete slabs in a continuous operation , within limits of construction joints , until the placing of a panel or section is completed. Consolidate concrete during placing operations so that concrete is thoroughly worked around reinforcement and other embedded items and into corners . Bring slab surfaces to correct level with straightedge and strikeoff . Use bull floats or darbies to smooth surface , free of humps or hollows. Do not disturb slab surfaces prior to beginning finishing operations. Maintain reinforcing in proper position during concrete placement operations . e . Cold Weather Placing : Protect concrete work from physical damage or reduced strungth which could be caused by frost , freezing actions , or low temperatures , in compliance with ACI 306 and as herein specified. When air temperature has fallen to or is expected to fall below 40 degrees F (4 degrees C) , uniformly heat water and aggregates before mixing to obtain a concrete mixture temperature of not less than 50 degrees F (10 degrees C) , and not more than 80 degrees F (27 degrees C) at point of placement . Do not use frozen materials or materials containing antifreeze agents or chemical accelerators , unless otherwise accepted in mix designs . f . Hot Weather Placing: When hot weather conditions exist that would seriously impair quality and strength of concrete , place concrete in compliance with ACI 305 and as herein specified. Cool ingredients before mixing to maintain concrete temperature at time of placement below 90 degrees F (32 degrees C) . Mixing water may be chilled, or chopped ice may be used to control temperature provided water equivalent of ice is calculated to total amount of mixing. Cedarfields and Mooresland 0301 - 15 Cover reinforcing steel with water-soaked burlap if it becomes too hot , so that steel temperature will not exceed the ambient air temperature immediately before embedment in concrete . Wet forms thoroughly before placing concrete . Do not use retarding admixtures unless otherwise accepted in mix designs . 5 . 09 - Slab Finishes : a . Slab shall be finished to match existing. 5 . 10 - Concrete Curing And Protection : a . General : Protest freshly placed concrete from premature drying and excessive cold or hot temperatures . Start initial curing as soon as free water has disappeared from concrete surface after placing and finishing. Weather permitting, keep continuously moist for not less than 72 hours . Begin final curing procedures immediately following initial curing and before concrete has dried. Continue final curing for at least 7 days in accordance with ACI 301 procedures. Avoid rapid drying at end of final curing period. b. Curing Methods : Perform curing of concrete by moist curing, by moisture-retaining cover curing , by membrane curing , and by combinations thereof , as herein specified. Provide moisture curing by following methods : Keep concrete surface continuously wet by covering with water . Continuous water-fog spray. Covering concrete surface with specified absorptive cover , thoroughly saturating cover with water and keeping continuously wet . Place absorptive cover to provide coverage of concrete surfaces and edges, with 4" lap over adjacent absorptive covers . Cedarfields and Mooresland 0301 - 16 Provide moisture-cover curing as follows: Cover concrete surfaces with moisture- retaining cover for curing concrete , placed in widest practicable width with sides and ends lapped at least 3" and sealed by waterproof tape or adhesive. Immediately repair any holes ortears during curing period using cover material and waterproof tape. Provide membrane curing to slabs as follows: Apply membrane-forming curing compound to concrete surfaces as soon as final finishing operations are complete (within 2 hours) . Apply uniformly in continuous operation by power-spray or roller in accordance with manufacturer ' s directions . Recoat areas subjected to heavy rainfall within 3 hours after initial application. Maintain continuity of coating and repair damage during curing period. Do not use membrane curing compounds on surfaces which are to be covered with coating material applied directly to concrete , liquid floor hardener , waterproofing, dampproofing, membrane roofing , flooring, painting, and other coatings and finish materials , unless otherwise acceptable to Owner 's Representative . C. Curing Formed Surfaces: Cure formed concrete surfaces by moist curing with forms in place for full curing period or until forms are removed . If forms are removed , continue curing by methods specified above , as applicable. d . Curing Unformed Surfaces : Cure unformed surfaces , such as slabs , floor topping, and other flat surfaces by application of appropriate curing compound. Final cure concrete surfaces to receive finish flooring by use of moisture-retaining cover , unless otherwise directed. Cedarfields and Mooresland 0301 - 17 0 5 . 11 - Removal Of Forms : Formwork not supporting weight of concrete may be removed after cumulatively curing at not less than 50 degrees F. for 25 hours after placing concrete , provided concrete is sufficiently hard to not be damaged by form removal operations, and provided curing and protection operations are maintained . 5 . 12 - Miscellaneous Concrete Items : a . Filling-In : Fill-in holes and openings left in concrete structures for passage of work by other trades , unless otherwise shown or directed , after work of other trades is in place . Mix, place and cure concrete as herein specified , to blend with in-place construction. Provide other miscellaneous concrete filling shown or required to complete work . 5 . 13 - Concrete Surface Repairs: a . Patching Defective Areas : Repair and patch defective areas with cement mortar immediately after removal of forms , when acceptable to Owner ' s Representative. Cut out honeycomb , rock pockets, voids over 1/4" in any dimension , and holes left by tie rods and bolts , down to solid concrete but , in no case to a depth of less than 1" . Make edges of cuts perpendicular to the concrete surface . Before placing cement mortar or proprietary patching compound, thoroughly clean , dampen with water and brush-coat the area to be patched with neat cement grout , or proprietary bonding agent . Repair concealed formed surfaces , where possible , that contain defects that affect the durability of concrete. If defects cannot be repaired , remove and replace concrete . b. Repair of Unformed Surfaces: Test unformed surfaces , such as monolithic slabs , for smoothness and verify surface plant to tolerances specified for each surface and finish . Correct low and high areas as herein specified . Test unformed surfaces sloped to drain for trueness of slope , in addition to smoothness , using a template having required slope . Cedarfields and Mooresland 0301 - 18 Repair finished unformed surfaces that contain defects which affect durability of concrete . Surface defects, as such, included crazing, cracks in excess of 0 . 01" wide or which penetrate to reinforcement or completely through non-reinforced section regardless of width , spalling, pop-outs, honeycomb, rock pockets , and other objectionable conditions. Correct high areas in unformed surfaces by grinding, after concrete has cured at least 14 days. Correct low areas in unformed surfaces during , or immediately after completion of surface finishing operations by cutting out low areas and replacing with fresh concrete. Finish repaired areas to blend into adjacent concrete . Proprietary patching compounds may be used when acceptable to Owner 's Representative . Repair defective areas , except random cracks and single holes not exceeding 1" diameter , by cutting out and replacing with fresh concrete . Remove defective areas to sound concrete with clean , square cuts and expose reinforcing steel with at least 3/4" clearance all around. Dampen concrete surfaces in contact with patching concrete and brush with a neat cemnent grout , apply or concrete bonding agent . Mix patching concrete of same materials to provide concrete of same type or class as original concrete . Place compact and finish to blend with adjacent finished concrete. Cure in the same manner as adjacent concrete . Repair isolated random cracks and single holes not over 1" in diameter by dry-pack method . Groove top of cracks and cut-out holes to sound concrete and clean of dust , dirt and loose particles. Dampen cleaned concrete surfaces and brush with neat cement crout , or apply concrete bonding agent . Mix day-pack , consisting of one part Portland cement to 2-1/2 parts fine aggregate passing a No . 16 mesh sieve , using only enough water as required for handling and placing . Compact dry-pack mixture in place and finish to match adjacent concrete . Keep patched area continuously moist for not less than 72 hours. Cedarfields and Mooresland 0301 - 19 Repair methods not specified above may be used , subject to acceptance of Owner 's Representative . Cedarfields and Mooresland 0301 - 20 0 0 CEDARFIELDS AFFODABLE HOUSING PROJECT AND MOORESLAND TOWN HOUSE PROJECT TECHNICAL SPECIFICATIONS DATE : 06/19/1987 DIVISION 5 - MISCELLANEOUS METALS SECTION 0501 - MISCELLANEOUS METALS PART 1 - SCOPE OF WORK: The Contractor shall furnish and install all metals, metal fabrications and miscellaneous equipment as shown on the Plans and specified herein including but not limited to trash basked, drain deflector , and stainless steel grating in the existing lift station. The above list is illustrative of the character of the work required and is not guaranteed to be complete . Any other items of aluminum, stainless steel , steel , iron or other metals not specifically mentioned or included under other headings, shall be constructed and erected as shown or directed and as specified herein. PART 2 - GENERAL PROVISIONS: 2 . 01 - Shoo Drawings: Shop drawings of every metal item specified and included in the work shall be submitted to the Engineer . The drawings shall show in detail the dimensions and sections , method of fabrication, location of openings and cutouts , jointing , anchoring, and the support . PART 3 - MATERIALS: 3 . 01 - Metals; a . General : 1 . All stainless steel shall be at least equal to AISI Type 302 unless otherwise specified. All hardware in the sewage lift station, including nuts , bolts, washers, etc . shall be stainless steel . 2 . The alloys for the various aluminum items included in the work shall at least be equal to the following for the particular application: Cedarfields and Mooresland 0501 - 1 o Extrusions 6063-T5 o Sheet Aluminum 3003-H14 o Welded Piping 6063-TB32 o Bolts and Screws 2024S-T4 o Rivets 110-F Sheet and extruded aluminum shall not be less than 1/8 inch thick. Castings shall be not less than 1/4 inch thick . 3. Except as otherwise specified herein, metal castings shall meet the requirements of the following standards: o Gray Iron ASTM Des : A48 o Malleable Iron ASTM Des : A47 o Carbon Steel ASTM Des: A27 o Alloy Steel ASTM Des : A148 o Aluminum ASTM Des : B26 o Aluminum Bronze ASTM Des : B148 o Silicon Bronze ASTM Des : 8198 o Manganese Bronze ASTM Des : 8147 b. Trash Basket and Drain Deflector : 1 . The trash basket and drain deflector shall be as detailed on the drawings. C . Stainless Steel Grating: 1 . The Contractor shall furnish and install as shown on the Contract Drawings and as specified in these specifications stainless steel welded gratings . Included in the work are all required stainless steel nuts, bolts, washers, toggle bolts, expansion bolts, flanges , pipe sleeves, fittings, plates, pipe inserts, and related items to insure that the stainless gratings are installed in accordance with the Contract Documents and as approved by the Engineer . 2 . Before fabrication of the grating , it shall be the Contractor ' s responsibility to verify all dimensions affecting the installation of the grating. He shall be solely responsible for accurate fabrication so that a satisfactory installation can be accomplished. Cedarfields and Mooresland 0501 - 2 3. Stainless steel floor grating shall be constructed of straight, parallel bearing bars placed edgewise and joined by straight cross bars . Unless otherwise shown on the Drawings, bearing bars shall be 3/16" thick on 1" centers and cross bars shall be on 4" centers . Depth of bearing bars shall be as shown on the Contract Drawings. Grating shall be designed to support a uniform load of 200 pounds per square foot and shall not deflect more than 1/4" under a uniform load of 100 pounds per square foot . 4 . Bearing bars and cross bars shall be Type 316 stainless steel and conform to the requirements of ASTM Des. A167-80b. 5 . Cross bars shall be secured to bearing bars by a method that will prevent turning, twisting, or loosening. Notching, slotting, or cutting the top or bottom edges of bearing bars to receive cross bars will not be permitted. Ends of cross bars are to be trimmed flush with outside face of outside bearing bars. Ends of all grating panels shall be banded. 6. All gratings which are designated as being hinged on the Contract Drawings shall be supplied with cadmium plated bronze hinges having stainless steel pins. d. Hangers and Supports! 1 . Hangers and supports shall include all hanging and supporting devices of metallic construction shown, specified, or required for pipe lines , apparatus , and equipment unless otherwise indicated. The Contractor 's shop drawings shall show the quantity, type , design, and location of all hangers and supports required under the various Contract Items. Cedarfields and Mooresland 0501 - 3 2 . Hangers and supports shall be adequate to maintain the pipe lines , apparatus , and equipment in proper position and alignment under all operating conditions and have springs where necessary. Hangers and supports shall be of standard design where possible , and be best suited for the service required , as approved by the Engineer . Where required, they shall be screw adjustable after installation. e . Anchors: 1 . Anchors shall be furnished and installed when specified , shown , or required on all metal work to be built into masonry or concrete or for holding pipe lines and equipment in position or alignment . Anchors shall be designed for rigid fastening to the structures , either directly or through brackets. The design of all anchors shall be subject to approval by the Engineer . 2. Anchors for piping shall be of the cast iron chair type with wrought steel straps , except where anchors form an integral part of pipe fittings or where an anchor of special design is required. f . Inserts: 1 . Inserts for concrete shall be furnished galvanized and shall be installed in the concrete structures where required for fastening supporting devices. They shall be designed to permit the rods to be adjusted horizontally in one plane and to lock the rod nut or head automatically. Inserts shall be recessed near the upper flange to receive reinforcing rods . To facilitate installation , nail slots shall be provided in the exposed flanges of the insert . Inserts shall be designed to carry safely the maximum load that can be imposed by the rod which they engage. Cedarfields and Mooresland 0501 - 4 0 4 . 01 - General : a . All necessary cutting , drilling , and fitting required for the installation of all miscellaneous metal work shall be included herein . The work shall be carefully done so that all items are installed as shown on the Plans. When placed in concrete , items shall be carefully supported to prevent movement during concreting . They shall be securely anchored and ready for operation in every respect . b. All welding of aluminum work shall be on the unexposed side in order to prevent pitting or discoloration. All exposed aluminum surfaces shall have a satin finish , free from surface blemishes . Aluminum shall be given an anodic oxide treatment in accordance with Alcoa specification "Alumilite" 204A1 . A coating of paraffin oil shall be applied to the aluminum before shipment from the factory. C. Stainless steel accessories and fastenings shall be of the same kind , class , and condition as the metal to which they are attached. All contact surfaces of connecting members or of pieces forming built-up members shall be machined to smooth, even , and flush planes . Joints shall be tight and practically invisible and shall be made without the use of pointing or filling . Welds shall be finished to a smooth surface having the appearance of a continuous piece. Screws , bolts and rivets shall be finished, flush on exposed surfaces , and shall match the color and finish of the metal on which they are used. All handling , cleaning , and finishing shall be done in such a manner that no defacement will occur . Cedarfields and Mooresland 0501 - 5 CEDARFIELDS AFFORDABLE HOUSING PROJECT AND MOORESLAND TOWN HOUSE PROJECT TECHNICAL SPECIFICATIONS DATE: 06/19/1987 DIVISION 15 - MECHANICAL SECTION 1514 - PUMPS PART 1 - SCOPE OF WORK : 1 . 01 - General : a . The Contractor shall furnish specified components , install , and test for a complete pump system, including all appurtenances , as shown on the Plans and specified herein. b. This system shall include as minimum: (1 ) Two (2) existing submersible pumps. (2) A level switch assembly. (3) Pump discharge piping including valves, fittings , etc. PART 2 - GENERAL PROVISIONS: 2 . 01 - Submittals : a. Shop Drawings: 1 . Shop drawings and catalog cuts are required for new equipment and any alteration required to existing piping . PART 3 - MATERIALS : 3 . 01 - Fabrication and Manufacture: a . Direct Acting Float Switch. 1 . A direct acting float switch shall be furnished and mounted as shown on the Plans and as specified herein. 2. New floats shall be installed on a Type 316 one (1 ) inch stainless steel stem. Each float shall contain a single pole mercury switch . The mercury switch shall be inserted into a 316 stainless steel housing , then encapsulated in epoxy. The stainless steel stem shall be mounted with stainless steel stabilizing brackets. Cedarfields and Mooreslands 1514 - 1 3 . The float cable shall be 14-3 conductor , SO Type Neoprene , jacket , oil and water resistant. Cable shall be length as required to connect into existing controls. 4 . Four (4) floats shall be furnished on the stem. Floats shall be positioned for the following control points above the bottom of the basin: a. High Water Alarm - - - - - 48" b. Lag Pump Start - - - - - - 33" C . Lead Pump Start - - - - - 19" d . Both Pumps Off - - - - - - 5" 5 . The liquid level switches shall be Roto- Float SS , Type P, as manufactured by Anchor Scientific Inc . , Long Lake , Minnesota , or equal . PART 4 - METHOD OF PERFORMANCE: 4 . 01 - Installation: a . Liquid Level Switches: 1 . The liquid level switch stem shall be installed within the sewage lift station as plumb as possible. 2 . A schematic diagram dated June 30 , 1983 prepared by Link Controls, Inc . , Ronkonkoma , New York is attached herewith and made a part therof to facilitate installation and testing of the complete system. Cedarfields and Mooreslands 1514 - 2 CEDARFIELDS AFFORDABLE HOUSING PROJECT AND MOORESLAND TOWN HOUSE PROJECT TECHNICAL SPECIFICATIONS DATE: 06/19/1987 DIVISION 17 - ELECTRICAL SECTION 1705 - SECONDARY CABELING SERVICE SYSTEM AND STREET LIGHTING TO BE DONE AT A LATER DATE. Cedarfields and Mooresland 1705 - 1 SECTION 1709 - TELEPHONE AND TV CABLE PART 1 - Scope Of Work : Installation of Company supplied telephone and TV cabeling as shown on the applicable drawings. PART 2 - GENERAL PROVISIONS: 2 . 01 - Related Documents: Drawings and general provisions of Contract , other technical specifications, and New York State Uniform Fire Prevention and Building Code. 2 . 02 - Coordination: Installation of cables will be coordinated with the installation of electrical cables and the backfilling operations , and with the installation representatives of the New York Telephone and the Long Island Cablevision Companies . The representatives of the companies will be notified five (5) days in advance of planned cable installation. PART 3 - MATERIALS: All cabeling material will be supplied by the New York Telephone and the Long Island Cablevision Companies respectively . PART 4 - METHOD OF PERFORMANCE: The cables will be installed and protected as shown on the attached drawings and as directed by the New York Telephone and the Long Island Cablevision Companies. Sufficent cable length shall be coiled at either end to provide pole termination and extension of service into future building locations. Pole termination shall be accomplished by representatives of the respective companies . Cable at building end shall be stopped at a sufficient distance from the planned structure to as not to interfere with future foundation work . Cedarfields and Mooresland 1709 - 1 r t PECONIC ASSOCIATES, INC. ENGINEERING & PLANNING CONSULTANTS One Bootleg Alley P.O. Box 672 Greenport, New York 11944 Telephone: (5 16) 477-0030 SUUitiu[U i�i,rl ru}Ini�t(i'GiiillD ASSOCIATES: August 7 , 1967 Dg7E Fairweather/Brown Architects Gannet Fleming Pirgineers Mr. Bennett Orlowski , Jr . - Chairman R.P. Morrow &Associates Southold Town Planning Board Winery Design Southold Town Hall Planners East Main Road 8nvirotouenml Planning Southold , L . I . wilhelmAtlantic Co. New York - 11971 Financial Planning Re : Cedarfields-Mooresland Dear Mr . Orlowski : Reference is made to several comments from Dave Emilita and Dick Ward in regard to plans and D . E. I . S. for subject project . Responses are as follows : 1 . Zone of Influence of Proposed Well . For those not familiar with the site , attached m . is a copied portion of the County Topographic �� Map show the area of influence of the proposed well . You will note that to the East is Fleetfield , which is already developed ; to the Southeast is Silver Lake and wetlands area which is not subject to development; to the South is additional wetlands , trailer court , and Greenport School athletic area , which is not scheduled for development ; to the West is almost exclusively Village of Greenport designated recharge and Natural Area , which has already been designated to be preserved ; to the North is the majority of the proposed development plus the Southern portion of the McCann Estate which has already been developed . APO , r ' Mr . Bennett Orlowski , Jr. August 7 , 1987 Page 2 2 . Buffer Area Between Moores Lane and Proposed Development . The Planning Board approved sketch plan submittal for the buffer area was fifty (50 ) feet , not one hundred ( 100 ) feet . 3 . Drainage Swales . Drainage swales were selected for this project in lieu of curbs and a collection type storm drainage system as being a better environmental approach because of the well drained soils in this particular area . As this is an Affordable Housing Project it was also an economic consideration . The plan to use drainage swales was made known in a letter to the Planning Board on March 26 , 1987 and subsequent discussion has been , I understand , that the Town would prefer drainage swales . The drainage system , therefore , was designed accordingly . ( See attached Preliminary Plan dated 4/23/87. ) Drainage swale calculations were also accepted in the Draft Environmental Impact Statement and its Supplement . 4 . Sidewalks . The requirement for sidewalks has never been made during any of the discussions and planning reviews . It is our understanding that the Town Highway Department prefer not to install sidewalks . Also , sidewalks are not compatible with the drainage Swale design concept . Sincerely , PECONIC ASSOCIATES, INC . erlon E. Wigg ' Ph . D. , M. E. President Enclosures cc : Diane Carroll Donald Bracken File _r i PECONIC ASSOCIATES, INC. ENGINEERING & PLANNING CONSULTANTS One Bootleg Alley P.O. Box 672 Greenport,New York 11944 Telephone: (S 16) 477.0030 March 26 , 1987 ASSOCIATES: Fairweather/Brown Architects Gannet Fleming Southold Town Planning Board Engineers Southold Town Hall R.P. Morrow& Associates Main Road Winery Design Southold , L . I . Planners East New York — 11971 Environmental Planning Wilhelm Atlantic Co. Re : Cedarfields Affordable Financial Planning Housing Project . Gentlemen : During the sketch plan review scheduled for subject project on March 30th, request these additional items be discussed so as to expedite the project: 1 . Width of streets and roads . 2 . Storm drainage to include consideration of drainage swales versus curbs. Sincerely, PECONIC ASSOCIATES, INC. Merlon E. Wiggin. ,M. E. President MEW/iw r TOWN OF SOUTHOLD STANDARD ASPHALT ROADWAY FOR MAJOR SUBDIVISION ,�tR o io o r W OW W V •! Z O O W Z 7._ I d W O 2 Z 10 m i N O =r W K (�W _ W L) .� V O W V O a y 3 10 O y y G N Q Z O a W N O y W O LU V Z N Z W Z W y m O fj N Q Y 1+- Z .''. O tr- o z V N N 10 O V a J G J w + 00 = 10 O yW a W O N i'MAX. r a o • m 1W � a0 I 10 �C MQ f? PREPARED AND RECOMMENDED BY APPROVED BY S�IPT. F HIGH,,,,,_ Jul DWG- N[ Lawrence M. Tuthill , P.E. (/ // '��i 3� 0, 1985 RAYMOND C. DEAN DATE S D: 85 4it D TLD Y Southold, N.Y. 11971 (516) 765.1938 July 29, 1987 Merlon Wiggin, President Peconic Associates 1 Bootleg Alley Greenport, NY 11944 Re: Cedarfields-Moorelands DEIS Dear Mr. Wiggin: The Planning Board has scheduled the above referenced proposal for two hearings on August 10th. Enclosed is a copy of the Planning Consultant's review of the draft environmental impact statement. Note that there are still some unanswered questions particulary those which are noted in the second paragraph. It would be most helpful if you could provide this information prior to the August 10th hearing. At the least, be prepared to answer these questions in detail at the hearing. Very truly yours, �srxnc� Q au wc; u, (y• BENNETT ORLOWSKI, JR. CHAIRMANI) SOUTHOLD TOWN PLANNING BOARD I� SZEPATOWSKI ASSOCIATES INC. ENVIRONMENTAL CONSULTANTS July 8, 1987 Mr. Bennett Orlowski Chairman Southold Planning Board Town Hall Main Road Southold, NY 11971 Re: Cedarfields-Moorelands DEIS Dear Bennett, We have reviewed the Supplement to the DEIS dated June 25, 1987 and find that together with the DEIS itself, the DEIS plus supplement are complete and adequate for review and public comment. We continue to have reservations about the sufficiency of analysis with regard to the long term viability of the proposed well. Specifically, it is implied that only. the proposed project will have any recharge impact within the zone of influence of the proposed well. This project does not exist in isolation within the zone of influence. There are (presumebly) other existing land uses and surely additional development will take place within the well' s radius. The DEIS does not address these uses. The well will also need DEC approval as well as SCDHS approval. We call this to your attention as a coordinated review with these two agencies will be extremely important on this issue. The assessment of traffic and drainage impacts will be addressed during the comment period. We are available for consultation on the above points. Sincerely., EPATOWSKI ASSOCIATES, .I,NC. L RECEIVED BY David J.S. Emilia, AICP SGUTHGID 100PI�L"IhU1G BOARD Principal P1 er JUL 10 1987 DATE. DJSE/kb 23 Narr,.;,ansr[r v<• !.,:r?9m, tin. RI 02'3-35 /401) 323-0430 P D T LD S 1 41 Y Southold, N.Y. 11971 (516) 765-1938 April 8, 1987 Mr. Merlon Wiggin President Peconic Associates One Bootleg Alley Greenport, NY 11944 RE: Cedarfields Subdivision at Greenport Dear Mr. Wiggin: Enclosed is a copy of correspondence received from the Highway Committee with regard to your request on the road improvements on the above mentioned affordable housing project. If you have any questions, please don' t hesitate to contact our office. Very truly yours, 30mA, Ckt;wA �,�p� BENNETT ORLOWSKI, JR. , cHAZRMAN SOUTHOLD TOWN PLANNING BOARD By Diane M. Schultze, Secretary enc. FF0(,(�o� COUNCILMEN 0O� TELEPHONE Raymond W. Edwards �(/,� df. `�� (516)765-1991 Paul Stoutenburgh '! James A. Schondebare COUNCILMEN Jean W. Cochran TOWN OF SOUTHOLD George L. Penny IV Town Hall, 53095 Main Road P.O. Box 1179 Southold, New York 11971 April '6, 1987. - To: Southold Town Planning Board From: Southold Town Board Highway Committee Re: Highway Specifications - Costello AHD Project In response to your recent letter concerning reduction of the highway specifications for the Costello AHD Project, please be advised that the Highway Committee recommends that said' roads be builtto current High- way Specifications. 1 3/9/87 Notice of significant effect. Type 1 84 lots in AHD 3/9/87 La for 84 lots in AHD 3/17/87 Combined EIS should be submitted.Single Scoping checklist 3/30/87 Sketch approval for 84 lots survey dated 11/24/86 4/29/87 Letter from PB stating that Dave would be reviewing DEIS 4/30/87 Letter from PB asking for SEQRA review fee( 1500 . 00) 5/21/87 Dave' s letter RE: DEIS find DEIS inadequate recommend that supplement to DEIS be prepared 6/9/87 Accept and request comp. with Dave' s letter of 5/21/87 7/8/87 Dave' s letter. Supp. and DEIS are complete. Will need DEC and SCDHS approval 7/16/87 Accept DEIS and Supp. as complete. 7/27/87 Looks like Val' s comments- were these complied with? 7/28/87 Sent to SB 8/10/87 Public Hearing on DEIS 8/10/87 Public Hearing on Preliminary maps 8/10/87 SB' s comments 8/24/87 Health Services comments on DEIS - recommendations 8/24/87 Letter from SB - was this ever sent? Asks for previous comments to be resolved 8/24/87 Approved preliminary map for subdivision of Cederfields survey dated July 14, 1987 along with supp. site utility layout, profiles, misc. details and landscaping plans subj . to . . . . see file 8/27/87 Memo from Val stating what final application should include 8/31/87 Letter from Viggin re: questions regarding PB approv,- 10/8/87 Letter from PB asking for 60 day extension for PB to prepare FEIS 10I71 D6 �g�5 CtJie�J vJlZ',R U'FTeI� �'eCornw�a-v. 9�.J'T' �° RECEIVES, BY l PECONIC AS50CIATES, INC. MAY 26 1988 DATE Engineering, Marine & Energy Consultants Environmental Planning One Bootleg Alley P.O. Box 672 Cteenputt,New Yuck 11944 (51 K)417-0030 May 17, 1988 Mr . Bennett Orlowski , Jr. - Chairman Southold Town Planning Board Southold Town Hall Main Road Southold , L. I . New York - 11944 Re : Cedarfields Affordable Housing and Mooresland Dear Mr . Orlowski : As it is very possible that sewer treatment capacity may be made available for subject project in the near future , we are anxious to make sure that the Planning Board ' s phase of this project is complete so that it could be ready to go. 1 . According to my records , the SEQRA process was complete except have been unable to locate the final determination letter . 2 . We have two (2 ) letters of response to the Suffolk County Department of Health Services which we are answering immediately. 3 . Would you provide a list of any other items that , according to your records , have been left incomplete . Sincerely , PECONIC ASSOCIATES, INC. Merlon E . Wiggin , Ph . D. , M. E. President MEW/iw PECQNIC AssoCIAT95, INC. Lngineerins, Murine k Energy COnsYll*416 Envirunmehlsl Planning 9WOwdesAMOY P.O. bux01 Gresnpun.NOW Yugk 119" May 17, 1988 / Mr. Bennett Orlowski , Jr. - Chairman Southold Town Planning Board Southold Town Hall Main Road Southold , L. I . New York - 11944 Re : Cedarfields Affordable Housing and Mooresland Dear Mr . Orlowski : As it is very possible that sewer treatment capacity may be made available for subject project in the near future, we are anxious to make sure that the Planning Board ' s phase of this project is complete so that it could be ready to go. 1 . According to my records , the SEQRA process was complete except have been unable to locate the final determination letter. 2 . We have two (2 ) letters of response to the Suffolk County Department of Health Services which we are answering immediately. 3. Would you provide a list of any other items that , according to your records , have been left incomplete. Sincerely , PECONIC ASSOCIATES, INC. C. Merlon E. Wiggin , Ph,D. ,M. E. President MEW/iw ;;i 2 ]9Gr PECONIC ASSOCIATES, INC. ENGINEERING & PLANNING CONSULTANTS One Bootle` Alley P.O. Box 672 Greenport,New York 11944 Telephone: (S 16) 477-0030 ASSOCIATES: June 25, 1987 Fairweather/Brown Architects Gannet Fleming Mr. Bennett Orlowski , Jr. - Chairman fhgineers Southold Town Planning Board K.P. Morrow & Associates Southold Town Hall Winery Design Main Road PlanocisV si Southold , L. I . 1.m ironn, utal Plm,mne New York - 11971 Wilhelm Auannc Co. I•inunriul Planning Re : DEIS Cedarfields/ Mooresland Dear Mr. Orlowski : In accordance with your letter of June 9 , 1987 and comments from Szepatowski Associates dated May 21 , 1987 , attached please find a Supplement to subject DEIS. The Supplement addresses the following items as requested : 1 . Groundwater impact : The location of the propose we was shown on the Site Plan contained as Appendix 5 in the submitted DEIS. For further reference, the well site is located between lots number 22 and 23 in the Affordable Housing section . The projected impact to the groundwater from lawn fertilization is contained as Supplement identified "Groundwater Impact" . These calculations are based on the modeling accomplished by Cornell University , entitled " Land Use and Ground Water Quality in the Pine Barrens of Southampton " , as provided by David Emilita as a guide in the preparation for these calculations . As stated in the DEIS, we feel that this modeling should not eliminate the requirement of a continuing monitoring of groundwater quality , both in the new well and the strategically placed monitoring wells. r � Mr. Bennett Orlowski , Jr. June 25 , 1987 Page 2 As approvals are already being obtained from the Village to hook up t4 both the public water and sanitary systems , anQ is the proposed density requires both public water an G sewer, the review of the alternatives without public water and sewer as suggested in the 11 /25/85 letter from Szepatowski Associates would not be applicable. In other words , if the availability of public water and public sewer were withdrawn , then this would require a totally new project submittal . 2 . �D�__r__a�iinage�e : The drainage calculations contained on the it�n submittal have been extracted and are included as a Supplement to the DEIS. Please note that drainage swales have been used as a primary means of effecting recharge of storm run-off . 3 . Traffic : A complete peak hour traffic study has been accomp fished and is attached as a Supplement to the DEIS. You will note that the study indicates that the local roadway network can readily accommodate the traffic that will be generated by the proposed development . Sincerely , PECONIC ASSOCIATES, INC. Merlon E. Wiggin , X. ,M. E. President MEW/iw cc : Mrs . Diane Carroll Mr. Donald Bracken • �' ' ;//Lam VILLAGE ,OF GREENPORT t . , PROPOSED PANT N0. 10 t MCCANN 1jPARK • JUNE: 1987 HOLZMACHER, . McLENDON and MURRELL, P.C. Consulting Engineers, Environmental Scientists, Architects and Planners Melville, N.Y. Riverhead, N.Y. Farmingdale, N.Y. Fairfield, N.J. GROUP -Hakmseher,MCU'" n and Murrell, PQ a ll2M/Bagob3,Iflc.a H2M labs, Inc. 575 Broad Hollow Road, Melville, N.Y. 11747-5016 (516) 756-8000 0 (201) 575-5400 July 1, 1987 Mayor George Hubbard Inc. Village of Greenport 236 Third Street Greenport, New York 11944 Reference: New York State Department Of Environmental Conservation Plant No. 10 GRPT 87-01 Dear Mayor Hubbard : file .We enclose the following for your reference and/or (1) "Application For Permit" (S Sheet) dated and signed by you. (2) "NYSDEC, PPRQ" . . (2 Sheets) dated and signed by you. �• (3) "Application For Permit Article 15, Title 15 , ECL" 3 pages 3rd page item 10 (a) and (b) - Village Resolution to be described and attached. (4) Engineering letter report with exhibits recom- mending Plant 10. (5) Letter to DEC transmitting the above with copy to Suffolk County Department of Health Services . Please send me a copy of the signed material and resolution, etc. which you forward to82C. Yours very truly, HOLZMACHER, McLENDON & MURRELL, P.C. SCM-mo 4s- zmr�L6e�ftn, P.E. Mehille,N.Y.4 RWerheM,M.Y.0 FWrReld,NJ. VILLAGE OF GREENPORT PROPOSED PLANT NO. 10 WCANN PARK JUNE ' 1987 IH2,*AHOLZMACHER, McLENDON and MURRELL P. C. Consulting Engineers, Environmental Scientists, Architects and Planners Melville, N.Y. Riverhead, N.Y. Farmingdale, N.Y. Fairfield, N.J. AORTN ROAD AREA PLAN OLANt 3 PROPOSED PLANT Mo. 10 LOCATION VILLAGE OF GREENPORT to Z J I 0. ` N - � cc O a O ly. 8x4* EE PROP. 10x8 CONNECTION \ ---- -- -- -- - - -- - - - - — —_ �' � � ' PROP. ` ' T M 1 ' EXISTING b' WELL ALTERNATE 4'-MAIN 3 00 10x4 CONNECTION W LL SITE A ROX. 800' TO RESER 1 0 APPROX 1.80' 0' TO SILVER LAKE COMFORT EXISTING 1l1' WATER MAIN I STATION'Q� — LIFT STATION AT N ALTERNATE 8%8*WELL LOCATION I I j ROADWAY ' C NN TRAILER PARK / FOR E NOTE: ALL SEWERS WITHIN 100 FEET OF / WELL TO BE PRESSURE TYPE PIPE. .200' NON POLLUTION RESTRICTION SCALE: 1'- 100'. EXHIBIT "BA �n►� HOLZMACHER MCLENDON & MURRELL� P.C. FARM N'r' e LJ-1 1 FMMINGDA�E N.N. CONSULTING ENGINEERS,ENVIRONMENTALSCIENTISTS,ARCHITECT$&ndPL,ANNERS ,�'upri[i�'N0. ir• - > " 'GROUP Exhibit C VILLAGE OF GREENPORT PROPOSED PLANT N0. 10 PRELIMINARY COST ESTIMATE 1 . 8" X 6" X 57' Well $ 19,000 2 . 20 HP Pumping Unit 8,000 3. Suction & Discharge Piping & Meter 9,500 4. Electric Service, Starter, and Controls 14,000 5. Chemical Treatment Hypochlorite 4,500 6. Prefab building 12 x 16 approx. 17,000 7. Foundation & site—work 8,000 8. Pipe to System 9,000 9. Miscellaneous 6.000 $95,000 Contingencies and Engineering 19,000 Inspection and Testing 6,000 DEC Planning Report & Exhibits 5.000 Total $125,000 �I 3/$' CONN. 3' FULL "COUPLING 3 TO 3' PUMP - SUCTION 1' TAPPED PLUG 12' ABOVE FLOOR W.L.4'x3' RED. ELBOW II 4' TO SYSTEM_ _ METER SOLENOID �— — — 3/4. 0 all VALVE CHECK g; VALVE 3' PIPING 40' M 3, PVC DROP SUCTION r� HYPOCHLORITE 48' �■ A 250 ppm PUMP UNIT N as r r 5' or S' 3' FOOT VALVE STEEL CASING I FUTURE I { I TREATMENT I ELECTRICS L I 5'"or. 8'. DIA. x I I 10' SS SCREEN FLOOR PLAN NOS SCALE WELL SECTION NO SCALE r� GREENPORT WATER DISTRICT EXHIBIT "D° PLANT No. 10 H HOLZMACHER, McLENDON & MURRELL, P.C. F RMING- H IYVEIYIE. CONSULTING ENGINEERS,ENVIRONMENTALSCIENTISTS,ARCHITECTS and PLANNERS FAa1F�c; T . GROUP Holvmacher, McLendon and Murrell,p.C.•H2M tagold,Inc.•H2M Labs, Inc. 575 Broad Hollow Road, Melville, N.Y. 11747.5076 (516) 756-8000 0 (201) 575.5400 Exhibit E June 25, 1987 Village Board Inc. Village of Greenport 236 Third Street = Greenport, New York 11944 Reference: Inc. Village of Greenport Water System .. Application For New Well No. 10 GRPT 87-01 w Gentlemen: by The engineering report and application was authorized The is to the r rellage of quest eat authoritynptotdevelop on ia new well supplypurpose within = the Village of Greenport where water from the area has been a problem for many years. The proposed well is on the east side of Moore's Land in the north edge of the McCann Trailer Park property of the Village of Greenport. The well is proposed at approximately 1600 feet south of the North Road where existing plant and well field #3 of the Village is situated at the southwest corner of North Road and Moore 's Lane. The existing test well constructed in 1985 is on private property about 25 feet north of the Village-McCann Park property line. The Village boundary line is the north line of the McCann Trailer Park. The "Costello" property has been the subject of development including possible annexation by the Village for about two years and is expected to be developed soon. Test Well Details The test well was constructed in 1985 by Joseph Kreiger Inc, a well drilling contractor, for Mr. John Constello, owner of the 42 acre parcel. The test well is reportedly constructed by the cable tool method, to a depth of 57 feet below land surface. Ground surface elevation is approximately 12 feet above mean sea level. The well casing diameter is 5 inches and is 47 feet long. The well screen is 5" is diameter and 10 feet long and is constructed of stainless steel with a slot opening to suit the sand formation screened. Melville,N.Y.0 Rhvrhead,N.Y.0 FalrfleK NJ. ..f ' `:GROUP Village- Board Inc. Village or Greenport June 25, 1987 Page Two Preliminary Test Ynformation The well wag test pumped oa May 6, 1985 with the following results reported by others. Pumpage rate 100 to 250 gallons per minute for 6 - hours, no .drawdown measured , quality excellent with nitrates less than 0.5 mg/1. , little or no iron or manganese, no organics, . no pesticides, no ammonia, 10 - 12 mg/l chlorides, pN 6. 1 40 mg/1 sulfates, no coppeto 6.4 , sodium 5. 3 , r or zinc, bacteria less than 2 .2/100 ml, and no detergents. The drilling indicates hardpan at 21 feet and below and sand and gravel from 31 — 57 feet below land surface. Final Test Information In April 1986, under B2M direction, three (3) monitoring wells were . constructed . sear the test well to ascertain drawdown characteristics during the final pumping test. Two . placed 10 feet northerly and about 10 feet. easterly ret placed from the test well. The third monitoring well was intended to _go adjacent to the teat well but was acally 5 feet to the tu south of the well, All of the . -monitoring constructed Just below the watewells were r table which was at 11 feet below ground surface. A direct pump connection was made to the well casing and a horizontal centrifugal pump, equipped with a propeller type flow meter, was installed and operated. The results were very favorable as summarized below. After checking water levels in each of the monitoring wells, the _ pump operated on. April 7, 1986 from 10.50 AM and continued for. boars. ia : the ,west welll The maximum drawdown observed was dt._0.52 feet , while .it was- only 0.4 feet and 0.3 feet in the easterly and southerly wells respectively. The_ vacuum ..gauge. on the Pimp suatioa was reported as a steady 23 feet,, 13 feet elevation with approximately t difference beween gauge and static water level. The indicated drawdown . in the well was 10 feet or approximately 25 gallons per minute per foot of drawdown. excellent specific capacity. This is an GROUP Village Board Inc. Village of Greenport June 25, 1987 Page Three Additional samples were collected and analyzed with the results summarized below. Date Lab No. Type Results AU! zed Or Comments 4-17-86 654332 Pesticides All negative, • none found 4-17-86 654333 Aldicarb (Temik) none found 4-17-86 654440 Iron/Manganese 0.04 Iron Chloride 1/2 hr No Mn, 7 Chloride 4-17-86 654441 Iron/Manganese 0.05 Iron Chloride 3 hrs No Mn. , 7 Chloride 4-18-86 654442 Iron/Manganese 0.04 Iron Chloride 24 bra No Mn. , . 7 Chloride 4-17-86 654334 Semi Complete Good Inorganic Quality Chemical 6 bra Copy Att. All of the above are summarized on the attached Table 1 "Costello Test Well". Ezistin¢ Suool• Pleat Deaeriotion9 The Village water system predates the 1890's when the Village acquired the system from a private water company. The original and first two plants (Nos. 1 and 2) consisting of 3 wells on the east side of Moore's Lane north of Front Street were abandoned years ago because of surface entry contamination or extremely high iron and manganese. Z '-,- ,,GROUP 1 . 1 _ Village Board June 25, 1987 Inc. Village of Greenport Page Four _ 8 Plant 3 is at the southwest corner of Moore 's Lane and North Road and consists of three (3) active wells . (north suction) and three (3) inactive (south suction) wells. Well depths reportedly are 45 to 57 feet. The capacity of this plant is about 340 gallons per minute. For many years, when 6 wells were in service and pumping capacity was greater , the well field was flooded by pumping from the Village Reservoir during period of heavy use. This minimized the increase in chloride levels, which at times exceeded the recommended drinking. water standards. Water quality from this plant is poor, very high in iron and manganese. Most of the site is heavily wooded which reduces net recharge to the aquifer. This plant is a prime location to induce treated water from the Silver Lake/Reservoir system to increase the available capacity. This has been discussed more extensively in alternatives for added supply. Geology information in this area of the Village is not complete, but from data available there are thick, tough clays south and west of Plant 3. Apparently, north, east and southeast there is more sandy material to clay at depths of about 60 feet. Some years ago, test borings conducted adjacent and south of Plant 3 included a test well adjacent to the pump house. The boring indicated two (2) possible substrata less than 60 feet deep but a test well in the south auction to the shallower depth was non-productive. This should be repeated in the northerly section for hopefully better results. Plant No. 4 is situated in the western edge of East Marion just east of the Island End Golf Course, east of Greenport Village boundary. There are three (3) wells on this 15.4 acre site, Nos. 4-6, 4-7 and 4-8. The wells are about 80 feet deep and have capacities of 150 to 260 gallons per minute. All are powered by manually started diesel engines since no electric power has been installed on this site. Water quality at this location has fluctuated with substantial increase in chlorides and pesticides and with some nitrates. Pesticides in well 4-7 has resulted in a granulated activated carbon unit in operation in 1986. Gf?OUP Village Board Inc. Village of Greenport June 25, 1987 Page Five s1 Nitrates have ranged from 5 to 8 mg/l of N for many years in Wells 4-6 and 4-7 and 2 to 5 mg/l in Well 4-8. Chlorides have been rather erratic in Well 4-8 from 60 to more than - 180 mg/1 , while Well 4-6 has ranged from 60 to 170 mg/1 . Well No 4-7 has had a narrower range of 45 to 85 mg/1 . Well 4-8 has been relatively free of pesticides, shown as much as 11 mg/1, while 4-6 has much of 1985 and but an average of about 4 mg/l for well 4-7 went over the limit in 1986 . Wells 4-6 and 4-7 are old wells and are subject to more frequent mechanical problems. Even well 4-8 is about 30 years old. All three (3) well chlorination equipment are each housed inmasone-storyssmaand ll masonry building. An interconnection exists at the plant -- with the adjacent Island End Golf Club which has a large irrigation well (400 plus gpm) . The age of this plant is obvious. Recently, none of these wells were usable for various reasons. Well 4-6 developed severe air entrainment problems and could not be used until the cause was determined and corrected by replacing the pumping units. No . 4-7 was rehabilitated and shortly after return to service it developed excessive aldicarb contamination and is now treated. Well 4-8 had engine problems for some time and is now equipped with a new engine. Plant No. 5 was the original pumping station of the North For— k— WPI Company, which was acquired in the early 1960' s by the Village. Four of the original 5 wells are no longer used , but well 5-5 still can produce at about 150 to 200 gallons per minute. The plant also contains the original hydropneumatic tanks which extend through the west wall of the below ground pumping station building. The site is L shaped oof n South Harbor Road in southwest Southold Hamlet and consist of the water`distri utionplant system. iThethe most westerly in structure is primarily below grade and has a plarge tfloor area if needed for future facilities. For a few years it was indicated that nitrate levels maybe on a downward trend but tests in 1986 on various wells and recent analysis for well 5-5 has caused this plant to be inoperative. GROUP Village Hoerd Inc. Village of aieeupor£ dune 25, 1987 Page Six A 166-foot geological test well (S-64951) was drilled 14 this site.6 to 150 feet aA well point installed from an interval of 14nd pumped revealed that the water below the clay layer was salty and exceeded 20,000 umhoe/cm in 69452)conductivity, In addition to this well, an 80-foot (S- ation Department of Health vServ3oee aadell was teampleaalled bshowuffolked County quality just above the clay. Teats done in 1986 on the old inactive wells showed nitrates limits . in excess of the allowable 1 Plant 6 is Road - situated on a 10-acre site on Old North east of Horton Avenue to, the north of Southold Hamlet. The plant was constructed in 1964 -65 as two (2) 500 gallons per minute wells about 1,000 feet apart, The southerly well (No. 6-1) was a good producer. but Well 6-2 was later very disappointing. Within 2 years, its capacity was reduced from 500 to 350 gallons per minute and since then was surged and cleaned, but the restored capacity was not There apparently is a lot of silt in this sustained. formation which clogs the surrounding aquifer sand. In 1986 well 6-3 vas constructed at a 500 g.p.m, capacity. In spite of nearby test well information to the contrary, the well contained high aldicarb and also nitrates Just above the limit. The well has been equipped with a GAC filter to remove all aldicarb and the analyses for the past several months have shown nitrate levels less than 10 as was system yste at This yell was the primary source of water to the system at 500 g.p;m, for the first half of 19876 Presently, an unexplained high chloride content at this well has curtailed its use. The cause, is under udy and added L concern is expressed for 6-1 as well. 1'he �tunty teat well drilled to over 200 feet depth in 0 showed solid clay 198 from 120 to 190, presumably offering good protection. Plant No.: 7, is an Old North Road east of Ackerly Pond Lane in Southold and consist of a single well (5-33775) which was constructed in the early 1970's by the County of Suffolk on Village proper[) Water Plan. as part of the Comprehensive It is an 8 inch diameter cased well with 20 feet of 6-inch screen to a depth of 89 feet. The nitrates in this well were very high for a number of years (almost 20 mg/1) , but in 1980 after substantial reduction to below 10 mg/l, the Village with the aid of the Farmers Home Administration, converted this well to a production well of sum300 to 350 gallons per minute. The yell ie equipped with a glallon per minute, 30 horsepower, deep well electric p P B housed in i one-story masonry building. area tarounds chlorination ming hypochloiits. The immediate area around the pump house 1s fenced, =- > GROUP Village Board Inc. Village of Greenport June 25, 1987 Page Seven The increase in Temik concentration resulted in Union Carbide providing a temporary adsorber (trailer mounted) A few years ago, the quality of this well was satisfactory both from nitrate and Temik considerations$ but recently has exceeded the Temik level. The Village is reinstalling the adsorber provided by Union Carbide. In 1980 the Suffolk County Department of Health Services constructed a drilling to a depth of 220 feet just below the upper clay layer. Samples taken from 216-220 feet were very salty at a conductivity of 20,000 umhos/cm. Plant 7 should be able to provide a greater capacity than now exists. Heavier pumpage may induce quality problems , but this may be true everywhere. Plan— tNo• is located on a 1-1/26'site with adjoining non-pollution easement restrictions around it in the Pebble Beach section of East Marion, just east of The Long Way. The well is 12 inches in diameter and 82 feet deep with 20 feet of 8-inch screen. The water quality at this plant has been very variable. The 80' deep test well installed showed excellent TemikAf Cera the permanent swell ates 7.5, placedriin operation, na Temik problem appeared, but after pumping further, the problem disappeared. When Plant 4 wells were inoperative , Well 8-1 was placed as base load use and operated extensively. After about a year and a half of operation, chlorides were detected above the limit of 250. The quality recovered after resting the well, but limited operations at 300 gallons per minute resulted in chloride levels of about two thirds (165) of the limit (250) The well has been operating about 200 gallons per minute to observe if chlorides conductivity n meters is lawaiting ized at ainstallat on reduced pingAddrate. A itional monitoring wells, in addition to the one on site, have been constructed to ascertain whether the chlorides are entering vertically from upconing or from deep horizontally below the screen level of the private wells in, the area. Preliminary data indicates that it is not horizontal so we suspect upconing, perhaps caused by a deep probe during well 8 construction. The existing sources of supply except Plants 7 and 8 are old, from 30 plug to 50 plus years. Plants 7 and 8 are onlchlorides eatgNo 1 8 ands have screen formation esource xperienced and bTemik at No 7. A tabulation of existing sources of supply unit is presented in Table 2. `.GRO P U Village Board Inc. Village of Greenport June 25, 1907 -Page Eight Well 9 has been approved by the New York State Department of Environmental Conservation for use at 200 g ,P•m• Plans and specifications for permanent construction were completed in 1986 and bids received. Controversy between the Village and developer has prevented this plant from being constructed and going on line. It has excellent water as evidenced from the well teats several years ago. Monitoring wells have been placed between well 9 and the Bay and Long Island Sound. Testing will be resumed when the plant is ready for operation. As noted in Table 2, the sustained capacity of the existing Village sources of supply, prior to the deduction of wells 6-3, with recommended deductions for reserve is 1645 gallons per minute or 2.37 million gallons per day. If 6-3 is removed from the system the capacity is reduced to 1155 g.p.m, or 1.66 m.g.d. This compares with a recent peak day in 1986 of 2. 10 million gallons per day and a current potential peak day of about 2.38, based on 900 gallons per day per service and 2,640 services. It has become more obvious that a substantial number of smaller wells must be considered , anticipating that most Well use should be rotated or scheduled to prevent overstressing a local area. The indiscriminate uncontrolled or unregulated use of irrigation wells can cause unanticipated salt water problems STORAGE FACILITI � Storage facilities on the Greenport system consist of one major unit, a300,000 gallon elevated steel tank and two (2) obsolete 15,000 gallon hyr-opneumatic tanks. The 300,000 gallon elevated tank is on the west side of Moore's Lane north of Route 25 in the Village of Greenport. The tank overflow which controls ' the basic hydraulic gradient in the distribution system is at elevation 185 feet above sea level and has a range of wd'ter level of 40 feet. This tank is more than 40 years old, but because of routine maintenance is in satisfactory condition. A future elevated tank addition in Southold should be funded when appropriate and should be in the near future. r _l • iGROUP Village Board Inc. Village of Greenport June 25, 1987 Page Nine Based on a normal storage of 20 percent or more of the maximum day pumpage, where wells are available just for the maximum day rate, more storage is now needed. A review of the charts for the summer of 1985 indiciates that the lowest the tank reached on any day was a drop to 13 feet or to a Point of about 25 percent capacity remaining. Pumpage rates for each hour are not available in the Greenport system so a mass diagram type drawing or calculation cannot be made to determine the actual amount which would have been used if only the maximum day average rate had been available for the full 24 hours. It is common in moat systems to have excess well capacity and to actually use less theoretically required. storage than The two (2) 15,000 gallon hydropneumatic tanks are located at Plant 5 on South Harbor Road in Southol normal pressure variations of about 10 psi, d. Underthese tanks only contribute about 2,000 gallons of water storage. These tanks are very old. , dating back to the North Fork Water Company days and should not be considered available for a long term. ed Storage duringthehours when not demandOnly exceedsprovides well PumP with water also serves as a pressure regulator and surge usu pre but it provides a reserve volume for fighting a fire orfor and during a power failure period until auxiliary supply activated , y engines can be Looking to the future, we anticipate the need for another tank of 300,000 to 500,000 gallons capacity, It should be placed on the highest available ground to minimize costa, but more importantly, it must be at a politically acceptable esthetic location and should be near transmission mains. At this time, a beat compromise site would be at Plant No. 6 north of Well No. 6-1, even though this does not make the best use of transmission mains. Until the existing tank is deteriorated and/or water treatment additive costs becomes excessive, to date it has been more cost effective to construct more to well capacity than to construct more storage. It ia ,now time to think of added storage so good quality wells can be used more extensively and well withdrawals spaced out. Even ground storage considered to reduce treatment may be capital costa but not before a second elevated tank is constructed. GROUP Village Board Inc. Village of GreenportJune 25, 1987 Page Ten Looking to a near future period when maximum day R umpage may reach 3.0 m.g.d. ,total storage should approximate 750,0000 or 450,000 more thea sow. A new 500,000 gallon elevated tank should be planned and implemented in the Southold area. WATER REOUIREMBNTS It has been 22 years since a maj excessive demands on moaor drought imposed t water systema of Long Island . Greenport did not suffer as much as some others the demands increased about but even so percent increase 50 percent with only a 20 in number of aenvices. We have tabulated the "Water Use Data and Estimated" as Table 3 for 1947 to 1986 and estimated for 1990/1995 and 2000. The number of _ services at the end of 1986 was 2,619 with about 2/3 of these outside the corporate limits. Population served is 8,400 and growing. Thee estimated pumpage was 0.94 million gallons average day (24 hours) during the summer ofpe1986y.wash 2 10 million per da formaximum day y, which was lower than previously reported years 1978 to 1983 and about equal to 1982 and 1983. In order to meet a 2.7 million lons requirement, the Village should have ratedwellcapacity totaling about 4.8 million gallons per day to allow for at least one (probably two) 500 gpm, one 250 gpm and one 210 gpm unit or 1460 gpm out of service. These total 43 percent . The needs for peak hour domestic gas not handled_ by the wells is supplied by the storage tank. Peak hour demands for fire protection actually exceed those for the domestic system and are supposed to be available coincident with the average flow on the maximum day. Generally, most of a short duration fire demand ;s satisfied fro the storage tank. In order to have 4.8 (3331 gpm) mil (mgd) usable wellcapacityon gallons per day , at least million additional 730 gallon per minute (1.05 mgd) capacity should be provided for immediately. (Also 2.71-1.66 1 .05 mgd . 730 gpm) As the system ages, and soon, added capacity should be provided so that the ability to serve is comfortable instead of forever crisis. !GROUP Village Board Inc . Village of Greenport June 25, 1987 Page Eleven Assuming the successful completion of well 9 at 200 gpm, the approval and implementation of the Costello well at 250 gpm; there is still the need for 2 more similar wells or one larger well to restore reliable capacity to the needs of the system. The increase from 2.1 mgd needs in 1986 to predicted for the 2.7 mgd 1990 will not be in even increments. Actually, the Village system should be prepared to supply a maximum day of 2.34 mgd in 1987, dependent on weather conditions . WATER SUPPLY ALTERNATIVES None of the above addressees the water needs for fire protection. Even though it is not expected that a fire will occur on the maximum domestic day some reserves should be planned for fire needs on those days. It is more appropriate in the Greenport situation to provide this in the 'storage tanks which should be planned soon. Reference • is made to the Master Plan and Quality Report for status of fire flow conditions throughout the Greenport system. Reference is made to prior reports for water supply alternatives. The sources of good quality are still sitting in the large lakes or ponds. Water nitrate quality elsewhere is naturally improving, but slowly, in many areas . Recommendation For an extended time we have recommended acquisition of small capacity new well sites in the area of Greenport that we did not previously believe had a good potential for supply. The test well performed for Costello by others for example show that good quality water is available at the Village edge. This area is situated between 2 lakes or ponds so should have good recharge. Existing water sources in most directions have shown high concentrations of iron and manganese but the McCann Park/Costello area appears to be an exception. It is of course possible that in time and after extensive permanent well use, the quality found in the sources will begin to show uphere but the tests to date do not indicate a problem. } .GROUP ' Village Board Inc. Village of Greenport June 25, 1987 Page Twelve It is recommended that approval be sought for a capacity of 250 g.p.m, either from the existing Costello well or from a new well constructed about 50 feet south of the Costello well. This plant would be designated Plant 10. Plant 10 Recommen atione As previously stated the proposed 250 g.p.m, capacity approval would be obtained from either a new well to be _ constructed on the Village of Greenport property or from the existing Costello well some 50 fest northerly. The new well would be constructed with 47 feet of 8 inch casing and 10 feet of 6" stainless steel screen. In either case it is proposed that a more Cost effective pumping system be installed to take auction from the wall with a self priming centrifugal pump driven by a 20 motor. A foot AP horizontal electric valve in the pump auction automatic water priming line and anConnection would be provided . Treatment would by hypochlorite with future provision for caustic or soda ash added treatment for pH adjustment. be housed The well pump, electrical and treatment equipment would in a structure. The waterfromomory sthe lwall f ouldpbeab tyemmetered withea propelled totallizing type meter in the piping within the PUMP station. Water would be delivered to the existing 10 inchmain on Moore's Lane which in turn is Connected to the nearby 300,000 gallon storage tank. The estimated cost of this project is $125,000 as shown on Exhibit A. The plant could begin operation within 9 months. Respectfully submitted, AOLZMACAER, McLENDON 3 MURRELL, P.C. <10000 AC. Len on, .E. SCMimo ■ MOLZMACMER,MCLENOON 4 MURREU,►.C. TABLE 1 COSTELLO TEST WELL INC. VILLAGE OP GREENPORT 1 WATER QUALITY RESULTS 1 Sample Time Period Parameter 30 Min. 3 Hrs. 6 Hrs. 24 Hrs . Iron 0.04 0.05 0.04 0. 04 Manganese <0. 02 <0.02 <0.2 <0. 02 Chloride 7.0 7.0 10.0 11. 0 Complete Water Quality Survey (Based on 6 Hr. Sample) Parameter Result Aldicarb < 2. Nitrate 0.5 Nitrite < 0.1 Ammonia < 0.2 PH 6.2 Spec. Cond. 160. Calcium 10.8 Magnesium 4.5 Hardness 45.5 Sodium 6.5 Turbidity < 1.00 Total Solids 110. Color < 5.00 Results for Pesticides Analysis Compound ua/l lindane < 0.03 heptachlor < 0.03 aldrin < 0.03 heptachlor epoxide < 0.03 dieldrin < 0.04 endrin < 0.06 0,P' -DDT < 0.07 P,P'-DDT < 0.09 methoxychlor < 1.0 toxaphene < 2.5 chlordane < 0.5 ALL RESULTS REPORTED MEET NEW YORK STATE DRINKING WATER LIMITS. TABLE 2 EXISTING WELL FACILITIES. APPROXIMATE YEAR: YEAR PUMP AUTHORIZED PRESENT SUSTAINED WELL NO DEC NO.,. YEAR DRILLED- RENOVATED REPAIR DIAMETER DEPTH CAPACITY CAPACITY CAPACITY 3-1, 3-2,, S1673, 1674, 1930 3-6 1670 1930 -- 1980 6 x 6 45-57 500 350 340 4-6 53697 1940 1986 1986 8 x 8 79 200 220 165 4-7 53698 1940 1986 _-_ 8 x 8 73 200- 260 240 4-8 515795 1957 '-- 8 x 8 80 30d 150 210 5-5 5169 1930 -- --- 10 x 10 60 250 200 210 6-1 S24850, 1965 1984 1984 12 x 10/6 94 500 480 460 6-2 S24852 1965 --- 12 x 12 77 Q d 0 _6=3 S83475• 1986 --- 1986. 12 x 8 92 500 510 490 7-1' 533775 1970 1984 1981 8 x 6 89 500 300 290 8-1 S71879 19,81 1981 198E 12 x 6 82 300 300 200 9 S7677Z 1984 --_ --- 12 x. 8 60 200 --- --- Suggested deduction of sustained capacity for 3,450 2,770 2,(05-T3.7! reserve: Well #3 (340), #4-6 (220) , #5-5 (200) and #S-1 (200) - 960 - 960 Net Available 1,645 (2.3' Less remove of #6-3 ( ' 490) 1,155 (1.6E �LJ�1 NOLIMACNER,MCLENDON l MURRELL.P.C, E. :1 TABLE 3 WATER USE DATA AND ESTIMATES �s - MAXIMUM P U M P A G E • NUMBER POPUL. SERVICES AVERAGE MAXIMUM MAXIMUM PER ESTIMATED DAY DAY YEAR (YEAR END) SERVICE. POPULATION MGD GPDS MGDGPDS MGMONTGPDS 1947 827 4 .3 3,560 0.31/375 1.1/1330 0.53/640 1950 896 4.0 3,580 0.31/347 1.1/1225 0.41/460 1956 980 3.4 3o340 0.37/377 1955 965 3. 5 3,380 0.455/472 1.4/1450 1.04/1080 1957 9901.2/1225 0.56/570 3. 3 3,260 0.44/443 1.33/1340 0.90/910 1958 1314 3.2 4,200 0.41/312 1.1/840 0.66/500 ` . 1959 1330 3. 1 4,120 0.40/301 1.07/805 0.64/480 1960 1349 3.0 4,050 0.44/326 1.57/1165 0.70/520 1961 1383 3.0 4,150 0.45/326 1.26/910 1962 1437 3.0 4,300 0.80/580 048/335 1963 1444 1.39/965 0.79/550 3.0 4,330 . 0.54/373 1.47/1020 0.935/640 1964 1457 3.1 4,52.0 0. 504/345 1.02/695 0.61/420 1965 1486 3.1 • 4,600 0.48/324 1.19/805 0.78/525 1966 1650 3.1 5,110 0.614/372 1.568/950 1.14/690 1967 1700 3.1 5,260 0.562/332 1.30/770 0.74/435 1968 1744 3.1 5,400 0.657/376 1.60/917 1.00/575 1469 1782 3.1 5,550 0.652/366 1.46/820 0.865/485 1970 1844 3.15 50810 0.655/355 1.70/922 0.986/535 1972 1971 1866 3.15 50880 0.776/415 1.86/997 1.03/556 1982 3.15 6,243 0.780/394 1.72/868 1.18/603 1973 2034 3.15 6,407 0.790/388 1.71/841 1.08/531 1'974 2073 4. 16 6,530 0.847/409 2.18/1052 1.34/644 1975 2121 3.2 6,787 0.88/400 1.72/1000 1.15/542 1976 2141 3.2 6,851 0.872/407 1.99/929 1.43/668 1977 2185 3.2 6,992 0.874/400 1978 2209 3.2 1.91/874 1.38/632 1979 7069 0.777/352 2.18/987 1.20/543 2241 , 3.2 7,151 0.787/351 2.18/973 1.41/629 1980 2274 3.2 7277 0.859/378 2.22/974 1.24/545 1981 2301 3. 2 7363 0.817/355 2.01/873 1.21/528 1982 2365 3.2 7568 0.829/351 2.09/884 1.33/562 1983 2396 3. 2 7667 0.933/x389 2.1%876 1.61/672 1984 2447 3.2 7830 0.859/359 1.77/769 1.22/499 ?985 2546 3.2 8147 0.40/375 1.79/703 1.31/515 1966 2619 3.2 8381 0.942/360 2.10/802 1.48/567 1990 3000 3.2 9600 1.11/390 2.7/900 2.01/670 - X995 3500 3.2 11, 200 1.36/390 • 3.2/920 . 2.3/670 '000 4000 3.2 12,800 1.55/390 3.77/943 2.7/670 I ---.__ _,._..-_�._._._ w,...�..__......e.,_..y.._,.u.«...—„�--_"^.—_......_...,....-......... .— , %oND - -. - - - . 1T _ - - u� 033 O H- 17 P,�CBL b r deoPx6 C EENPONT,NY 1194-4 ;hay• Ott— 05• I7 �jl 55 ' N1Ypr)h TO'.kN R,0A0 I i I l j� E � 55 - I ;.C,4LE - . • :oC1G FT. LL � �1d1'�i.G�1i�J GLpYTOiI -� 7 �Z NY ' i144 c) , F fiNP RT, NY 1144 'sl Qn J I ' RSC p,rrnYatgT NY {a --I1z I --- ---- ,_ : µl N' i,I':"'( ' "t - r w w.x r"` .57Z Z ////'' I ll�fti�L�.�a,Y?,I \l`f l ,'Y.4(}.�.' 43 / j 11r' �CC 7 01407- C'S J1, �E ' . _ � � TOT aL aae� _ I !5zz7i 5a. r� - _� r►:w — -- G — �r j �S� "I E70N .dACAQ NO, OF ilNGLE 5AKL'f LOT'7 = 84 � OFGH r tiz „ 'a P :.l ,, �cHcaoL olgTRlc �REEhc�T – 7 Fill _ v R T NPu - � I h _i�a—�- ..-.-- h,�'�-I r�� �, r�l,�l � TOPOGRAPHY `�N 'rl� 7m �N I FRC.SY � 70PpGRAMA h CHIC r,VE ,AOTGRN I} I I l ? Vl r'l I�r TOWN„ REC.ti "aFi' �¢ CC,WOG�L C)I .TF�IG , O. 7 I lA�� �; I�l,Y IIS �� N y b� J -_. I� �� Tex r�Aa Ne. �'��o - ao � �• I - 40 r` C E.. I?C�GR'�� f�ER'�PaY OERTI,F'� 7HA7 TH.. I I � 66 v 7/4 _ P il✓ + Ct "' . K PLa 19 '.L7 PRJ 3CJP5*l 'Y a uraANS NO fir, / — — N1 l.I' + CAT } OCT' L?5, 111 , I I�'tll,P �rY. SE6�LAND $UR,YEYINC+I \ \ 6`1 I l l ANC1 tN'�+I'NE �rINCn, AC, 0n 0/�}� v CHARLE1;) E. E `JI, ARCHITECT V�I l.tL' 11,1 t. I aTVRLE i l Y. �. Ll9CENCE NO, IO(:-(pr v i '- �� Y a I � e rt� 6,l0a!`ATN"+' 1 �`144 ----- (D- 041 C"2 52 \ e sa .. EEinp� tilt C�RWIN ' 11 �'(7N1!' K�+d,"Ih1�(J' FOR LQCA�'iON f7F' ExV`CTi ! I" t� ynR Vhf SEEALANfJ' F�URYEY 16 4 •_GE . `aJY5TEII ',VILL bE A N / 7� O�}( L�2 C' Ct�f✓fSINATIQN OF 9uaFACE ) RF,INA,aE_ 1 hO b5 J I� (� AsT PD°' ) �— .a� kL(7RENCE. °J K'Ltfi . �}�;.E'T0N ��- Eo °Y �m 17 \ NY 'ilt34WN J0r4P A. C ?l �L eECEN ,'Cu\tG81n 1C7(p `NI a:N LANE I �4j0�� �11GRSSR R1'; Nly Iici� �� ore MAP 9?1V2�acO FOV!): r�.t�1q —� -- --- –./ / OONALO t AACV�EN PLAN 6 1• \ _ J \ \ �K Sr NG »uric, bx Jt�4E ° I " ' I(� i... _ — — i \ rW vn.01G£ of GREE.powy i — — {— — -- — — — — -- / - pUPC3E 511E i✓ AN� - ILE NO, - ,o FOR PAOPBAT'f L�R'1'BCr IN THE 'T'OWN r, `JU'JTFt(;L. `�IJF CSL, `OP DIANE CA,PAOLL Rg 04 LES ., �Go at , 14PICH1TEC7 _ MAIN 9TtfT, 5kG 14IAPWIXt NY wm,. s.,- .. . . ..... —.4L...� • ,- -i ..._. lir 41 f=/N• 4AMAC " SOF ;'p, 29�Qr"qi �a a ., , r, 8 � Q w*"a ._ .. "�� J _ � - - - -- - i \i V©-? �/ 3 ' f ,^ •, R'4'N o r $ AfAiIiJ cl Tsar f a�4 022 ' r SdPFCT/oN A -,Q �,L /-7 N SECT/ON P�- c3 3y470M V/4 +N MfJNHCLB FR'ANlF N1ANNaL4 COV€.2 MANHOLE COVE M NoW01-6 O, Y , �' " 6"CALG' .' • )/ " � 1 * 00 1 I SLSWVV MeY/N 4 .a'' • , . '�r.' + '" - Y' '.5' Ifo' ✓M'! �„ AV VC �' #.Mr �1 •, � .'` ... , - � � / �. i �• s +x,-r. t<➢d rl . . > . IW i�i t'Y� /� /� yyrs !^ y 21Y i ,, A" " 1r , XPi, l .. fn 'f , i� s6.. 1 t. �•, ..:1 itr Y, 1,. �i " F 'aa1.. .. YY} 1 A0,' S1'!f 6/.W!C'! iW+�l'!W 'E '' ' x�' �itp ' .a ii, �t 1 .;p> „i . © ,QI „ r alk& a '4d e✓1}4n. ,x �,' s rs el 9 Y d �r Orpagrfmw ir7VC � Y A�iJ�Ni'�'�✓ syrr l., ,I Iqn b�, ' "n{ i+ ' d 'J�r'1 t� r,y'r,: !u 4��n w- & -�.f�.11/Iv. { � � $14,4, AMP �"T�"/M`1�'� -Hdl/dYlf iY .'# f8ld4f?� � G drL' aF,At' __ � i � I e6"VbVt:_ I w4y! 1k 01707 . % ar%Ti?d1 w$ - _ l este+ll LK.-.l e�N: ff:r/dv+r I PENN' 3 frYl'„) - / /2EG47/tP 40CoQrP / I x r Of' Gk♦AiNCH WYE1�-lIC r_ • CNY ptb4A+�d /'�7K.M4 .!'!' [1' '�, rrr`M' � `•, ,, 1." �'' ��yt� " ?7/6/,/T NEOP/ZEN I f?DM 2 MANNoid�S j�itJCJ I d"11 ;Yiu`�" E v,l�r a e4mvW� N.'�"' '2��, 41/°+1 - -� ----�- ---�� /np.l�� ;oYibG ,4T MANsJOLE eaNrvo PLAN . M 'iL//lCG E q / / - - _ ---- k ('kT?iC AV. ) yi IQ/� ' iFF' +'^l a� ' /0=A"MSN. WA'7"dA[ /w'J'A!h/ " Ild �r 1 � ' Ir',a � r x�',.., v7C1 �3 ,J ',�n '�'' ,�'a ♦ , o a - ��gz ' l . a - s �r 3 •qLE.• lII na���♦ 7y. /-� 6 /:�" �'` - :� T ♦ x�� b r 1i : rEv M F or p 2/ I�t4°1!Q.jYO'AV r _ Q"ow- PE II .� •_;:-�. ,� -- t�e�..�� �-er4.+►�Ar -�--''--- -= - - ,� ae.i wa�s+e � ,y,, , . � �� . 1 �� , � A �a a' � � r ��� �� �I bo A w � - . / We" ,W , ear t .. , a _-{{++ AnRT Nlr9lN r, , �•- n {���, �s,-,. r `e ' ..:, - cvswr ♦4 _ 000 ?C'F''J/I,;4.q. 41 194 .t:,. a .1 ,•. � �, r . , : _��I#r s P r � i a f .te' 'wf IFla► 19et ee T Q a "; ai6A�E tN t,/ Y . q Lm "/aAr -F I , . F'r Q1 1 • S PE SALIw:N o N ... ", 1 � /"����f.' � 1• � M, " ♦ 9pp0 /�lr/ CONG" � s I '- a J , t , a I b jWPI X ^� i� r T-rte +r.r-•. � a �� . " - ., r � �, i`, wl u u 'T t I I -le�'J"fd 'f1i'wR. .r-�. �'/2¢���1';, d�'iWrE '' y . /Alt/. lE�. ._ SI! 1 I r+i � . ;, f „ .y`;� r .. .+ yyyy�� {,rmA," It s /[ A/ Ia�Ia"G-1✓1^ &,.iii,4LN , ' '�fiWP' -t t �, uY az p am y�Pl ! a Ape rwo,4t � � I - 1 3' ✓. "A ' '�.P SII ✓M l.r. 1'• •-�' � ..E t:/'/!'"�/Oh/ 4.^' C. SEC ?/ , N - I3 4 1 . arf elds �:irr .aro- _sawn IJx &A' - - s�: , , � .� •`� 'AtL �1. LfQp✓EL I�' ° r SAN�1 /DA/n 77 -. �` d11a " 837o"S.F. AI 9 w 1A `, IM�'7"r $�UTH(1111p 2 �9�1 N b M IMY$IkC V. IR Mk Per', lot (average) __� • Qk. ERM [.oam ............. . f'," p'tl�ve`d area's fSt Elt'� and,'.dr1ro®� 1600 S.F. per to 9.17 Url�'�nagG YP3Wme . .' is^l. �.oA✓EL M 'E - l'lrt�d .24 x . 1 200 cu . ft . 1► 3, 4'.&5 ' t2. 17 Pay.enent - 1600 x .24 ' x .9 345 cu . ft. N 4` $ .29 13. 19 total 545 cu . ft. L,-%- RSE_`%Asb�Yo/ --...1 �:"t�f' .r r7R6:iv�BR// L$%�JrQ Y. LLKR✓EL - M 5 6.55 13.55 ar0fnage Swale Per Iot: 1IN. GoR2c65Rnas� s �r!✓ Soreo M 6 6.;k9 16,89 80' x 3.' x 21 480 cu. ft. 13.5' M' 7 7.57 4'6.57 AdbitL ROati gratnana �S F. x . 17 x 9/68) -- 1A' �A .un M H 7.81 1'6.21 L - - ,�`' 5.. V.F.. of' 10 ' dia. lPs Li/.OTElL /.vEi61� - :51 17.. 1 _ + C4rozSE_.rOAID $10 ' 9'.58 ., 1 4b 6+25 6580 14 2 - 40x; "lg. !�#7b 497:0 11 2 - 10'x; ,' #41 10.71 f7, 1 Mu _ Qk$5 3150 , 7 lox, r ` K2' 75 , 1`7: x'9 - ,?+0o 7200 " 1.6 2 - lox; f4'k t 70'S 1 . 75 1`Sw?0 42+'J0 '" 10x1'+ 874E57- AbLE zz+z's z1i�o' t e -i ax,i 2 #14 tkk$8 1'8.80 4,040 J0 t 0 2 lox; x; N115 7,J&5 16. 75 ' 33,+50 ' 11 ,900 26 4 - l0xi 8av SD=JS/1-7 #tis 8.97 14"97 - Z,.'S'. 4,7' 1@i 09 19.09 LLSe o/ W aAN . 1 #t8 11 .21 17.61 19 11 ..45 1'Z:5 5 _ p���� /N L.lrr"�Y TITM r s ✓E Salo/ { 1 Am n t' . I ;�.,�//�J/N r�/r �/ PEC 0 N 1 C ASSOCIATE C f�A T' E�S� 1 y$! '• y� l 3) /Iw 2D% &A"VFL LOCATIQN J ..a �, . C o n s u' I t a n t s N ar, �P.rs..•'�hmF ., .. •yr. r '?RI s 'ari 'v A. 1 n " vi " 41. ir,. t .',', uv. u ' 11 4 t � t , " One Bootle AlleyP.O. Boz 672 , Greenport, N.. ' 9 �k 1 a s r 4 1 d�4 4f 516 - 477-0030 A �,l� �fj},, I'I m P� 2 f L 5 ��\ spy � A ✓(Ma t Mpg �au�w Mid -i B Z E \y ✓ J SOP � \ n U Aei �• / !IJ T \ G 913 G ' s GC Y H a�� �; v . KEY MAP SCALE I" = 6Do' 4 � 40 z D . 40 > � N pFi VG Nip p411 g 9� ° I � � - _ _ cd �`ov ez ^rte e ,r �o� IIV r..- ` ✓'PJ ro' n _ , r.r'oii C') 0 / 1 a _ `a°'y -mss e � a ^s 0 � r . pFf %� Iry - » Q.O O/ LANDSfA NG "074 O 4 p� _ �i _ � _ 'ate. ro�Fo% � ,�e •� ' �`TR6ET T?E£5 NI.LG 5G P< •JNfCO ��.' ACCO20ANCE W/TN TH6 TOWN Of �A�1O ,� , _ /� \ ,/ _ ^✓ wi22'` , �, _ , r SO UT Ho60 H/riNWAY SPEGFiG4TiON- ili - , iz• /✓j4/ \ i �, `' - f �i_ ^�', irF V - n ' ' IrE ONE 7,2E64 1OE2 NOG/'�'E LOT + 3 ,,• s `'N 3PfCl�'S 71 5E A5 FOLLOwJ.' u o i• 9 I i SouTN GSOA?f/ELDS - NO•¢WAy ""LE „ E _ ^'+ •A „ ' �, - , f F - W£OT CEDA1,7F/94.06 - P?w oAK I\ hyo ah 2 'Ipu 09 r 4 EAJT CEDAQF/EGOS L/TTLf LEAf LINDEN s R V U I Kp5 U i � I O d� MN�� i 29 sM \ Tl MM /9 v SI117LI S - JD. �y O r, FILL JC a ' I I E 1 � Q I'4 pp _ \ N I uh N / olF _ , I o: Ear" - \ \ 10F E RscHKE o\ -. - \ 1 Vl c v✓ - VQ\ 7 Opf ul A 1 pif— o \ s v1 SN o \ 1 Wm \ d , � t • `�• � P - �— -- nzk\ ,-- _ Md N of F s Es 46 ,ji5 �\ AREA CEDARFIELDS = 26453 ACRES AREA MOORESLAND ? \ o D T TOWNHOUSES = 22 255 ACRE " t3- --- - - - � � } 4 0 R " ¢ �/� TOTALAREA = 48 708 ACRES CEDARFIELDS NO LOTS = 84 MOORESLAND NO UNITS = 84 v .c ' I \ ', J If 0 C J I_ / \ -'.ANFR JIIHNA cosrELLu _ � _ a J 206 WIGGINS LANE \ , A - _ - ,' ' - " _ S, GREENPORT, N Y 11944 y r.' vD _ - O , CO, FIRE DISTRICT GREENPORT r, �'� H� � — w — rs 1 � "'' �� — y� — G/tGENPo2T WA TE4 SUPFG y SCHOOL DISTRICT GREENPORT \ r God ,A s° o \ TOPOGRAPHICAL INFORMATION FROM PREVIOUS - � v % � — ' o .�� — 5 — 54N�7-A?Y WA 3TE SUBMISSIONS AND ACTUAL FIELD DATA _ �� ,. , � _ � � ��� � -.-- Ftow aiac .v c710 BLDG ZONES AHD B M Q MN MANHOLE � G ✓ Dur 5-vur-oF/ ✓ACV! WATC2 1F/2G NY02ANT TF _ -- HaLE� -,,- � PRELIMINARY MAP OF oPo ��� � � B�� Pv CEDARFIELDS 14A4y o'ip3 s= �� MOORESLAND TOWNHOUSES a AT GREENPORT a � a, E.- , ,I, . �0 �5 �" TOWN OF SOUTHOLD SUFFOLK COUNTY N. Y_ \e o 1000 - 40 - 05 - 01 x FoFf PJC/ well r -\ SCALE I " 60 ' C,60 70 - r APR 21 , 19 8 I 141 t 4 O a ] i N SUUINof� t° ' ASE T/0 I A CI yr W , o-A , 9441 001C PR p5, 00 f 4,3�p0 F7 �pITN veIze5 PECONIC ASSOCIATES Inc . r-' ECOnIIC SURVEYORS & ENGINEERS , P C ,I od S <✓ OI"1 V I t 1 Y1 Cj En� \ neCrs c o n s u l t a n t s 516 ) '65 - 5020 Carle PIaCe„ V.Ap—w �Jor14 One Bootleg Alley P.O. Box 672 Greenport, N.Y. 11944 P rI BOX 909 MAIN ROAD 516 - 477-0030 ti' H ) l D N Y II911 87 - 293 ry.70 /5.60 /1M !1.Q10 - MN/b MN/5 z 912 /O•o 0.4096 TYP FT - 8,97 e'r all if Q pp n �pp p I RECEIVED BW Io° suu�suio Tc�,ll I�,I,ru�c ec,,, I SCALE: VERTICAL 111=101 HORIZONTAL I°= 50 fl TY 9 PECONIC SURVEYORS B ENGINEERS, PC. ( 516 ) 765-5020 " P.O. 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Of ,lr'R.gNCH WYE VC — N6''a,F',QLMf pLJGt• r+•eyAt ,cLITaCE' RU, i ,•-�. - CON NBC'7"/GAN - f.?DM "L M.gNHOLES END bfl.y Q° MIN /#...Dv .FwM�fkt• ." WATER TrGv NEOPRENE GA1rET__ _ I 4`I I/ '^_0" /'EyD" /lr0 --a• ' PLAN M AII,IOGE /rvAILAL PLAN - MANHOLE -- - - - it w4rze ",Q m., 2d"sm l��M 1' '1' CA2dWK( TYP) aMAX ALL P/Af AT NJANAIOLE tONNS 3 / D ' O"MrN. ZY�_TL2 TYPO- a - �- 'I .�j F . O � P 40"M/AAOt•I'a� l 6D W.D,O. 4I 2Ob ',< _?7•. __ 4'S C / EL,dOW- p ' 4100 . CQ.G/Jt,!/'lf6w9A/O r'�Nr1✓t,C' LSr CAE T KrSA /i ogDl -" .TPv�_ -- Q fl"G./. WA7Ek "\ , r ? w B- o' /JAY (TYPi 4'!E ltm,+.� + * , COAs tl CMlVT PARbE /' -y. S - o - — -- TY P I...N W644C / « - �w MA ," • ,r t ' d N, CfditAFld �� /N • • ' • ' r airy' �' rYP / h, r p. { ¢ fd AI G w� "# At A Wr7 - - - -- W I ./ 4z�oo Ps/ cmvc ca ✓E¢ 9GaPe ¢ /FT vA"rA R y� DL A/4 W es BAAr1 �!o OG w '_ N^- TYPICAL TNI7U5T 9LOC�' T 70 PR1 a"e" '.,2' Y. SLOPE ryvy fY EAG'A✓ WAY Q I .SCALE; N o N d A �` �' "� J000R01 CONG. qWq e = 5 . ,90Po Ps/ GONG. � i)A-L21FY$Lf ti' ..A)fLY 4000 Pd/ GONG - •�..• k "'n Mw7NNOLE W/TN Gxb •-"-"- '�- "D O/d,O'PB,IZTY 41AIa e - . -/of/o w w r. - _ - /NV EGEY. 3fErACLf /NV. EL eV• - � �gACFsvC +/aeC SG- CTIO C - G sEr >AgLE •�P) SECT/Q N L� - !� 3se AE>4� w d - .'�CIC'f.'-- �+� ", / 1C' p7�* � PJ� SGAG e% I/ r+ /'Gw - T —• - �nO f — ro GaAD 4 Aeo6l1 0 --- p1� D 12 rJ Rry O4 J ��ELIP � V�L /o 'o" - 7�ST �GLG' fJ/ T.S?, L� 2 T4Sr�i{`1LE#3 -- - -- - 1 49 �. MV CDQ¢s8saun 11u BaN t- I.A J� '" ,= -�-- _ � �°r., trQR✓FL v; sana� loam � npDPF ta• pJAf-' � ' � - 1.4' 150k E /S"l. GRA✓EL ok a pie { ----- 7.5' F?L E. I TIAL !JR/✓ Wr�Y �} ,of ,l501-g�brA"if / PBG T �� __ BQ//CautJ �o/vo poR EOAet/rays ONLY - BPN CGlaPSE_SFbYOI ' 12' GREfa/1LfN 4.5%-SD'%a �A✓EL so -teb y GA.OVEL ------ 13.5' NQTL°5: �{ T �T3ICr(Ii V✓A7�IG V LVE POr.4/LS S,NGWA t7 TKf$ ga~Aw APALY P L 4 .M �_-_-. V 4V,- �G A? is. r7.?04 vre C�'PVaaty-v ND7'IFD�ArdzC+ rlrvta N �NLd3S ' 14' co,�vsc soNa 3V wAT/z eo"1 1VA/y -ScAG L?; NONE /NL ET <v/d•/!Te $'f%lAME G/.07ER. /A/ P+.r3✓ `aaolLF. RgGI LOINS ¢",2f/NFPfLGr`'D JeD h •:aFX_=--+. r1C* Ad Jr.V VVI 1B . , , G/N G,tZADE ,/NOA7"/ON 10 7• G,A Cr�oesESaAi.D -- r?CKNA4T 02 EQNAG 18' 10 .--_ _ .-_ _ ____.__-_ _ PIN ti"iRAOE i /2EMOYArdLe Gave.*/•� �• 5��.✓. ' .-..• v ° � W✓R7ER MFTdR Pb/P � C' G T Yi gni q9y WATER COMPA IJy` ❑ o e { II ` y15,� �lIEGA>T CONG2eTE I FP7T NG TION ;4 T-WopL TYPE' : e&-e M7ANN LE � C � /NLET �7- / � — /NVE/i7�- (7-Y A) .e / EST FK7LY/ T TAP �A,OUL& E.X!=ANdlC7N a.DOP V I..• - M6lEi2 VA l-T M .l FO/INUM434e dF' • 'p N f d , r 4' coorc MArN 7,at"GOPF�LFQ t�/NG •cEOF W"L t4 2 V ,S/Te ,SQ"E L`2W4 _ f3A1/Nf i �P.V SGrYt]if s/LT B•l?Mrr y�P � �. w.r� ' W 1] - STP y LEF�G/ _._ BanLc�,aase Sono/ .. ..". �oN ---- -- 2.8' 3/¢"P L: rL/FSrNGi neo / y - 2„ - /'o" r�orlf � DETAIL TYPICAL / 1ti A/ 1c N r �anr w�rO ; SIIENCF " MATE2/AL (7yxt) N ;70'r.- Ne77'E. A9GL /✓A'7-rE-,vAL5 AAI rob _erD SSSS ` J .. L V A TI C? IV ---- -- n' Glaz r / Bev Lza[/LSE r1 f/T G ET /.v VE¢jZE �aNn�50 %a LiR6✓EL $Y" r' •" Fa/2frV /Yl.OIQZ✓Y - Fo/z slzc- SEF L L7 CH/NG A 5/ I\✓ - -- ma 8.5, fe 1p W6 b u -,/ i*°vTAVC:1� .^ f`' " CA cy As/'u — ;�, � ,� � CHgRLE$'` R. VEL �Y ASSOC,' AN PEC0N1C ASSOCIATES Inc . ��"Tw - 0ETAiL rIPICAr_ TBWA//-10415r C/>Le : /cNf s� D�z�% G JAL ; LA q J n/ 71/ © /�✓ M AN tlo E consulting engineers c o n s u l t a n t s �' � SC/➢LE.' A/ONF - ec.uh,S ? oiseo wiwc rvo. ^ ONE OLD COUNTRY ROAD, SUITE 4316 '' One Bootleg Alley P.O. Box 672 Greenport, N.Y. 11944 ne.wxev $UIpNOLQ'>iUWIV4UINWIW6�aAItU rl 13' CARLE PLACE,, NEW YORK 11514 516 - 477-0030 enwvso 1111 o ' e��� (516)'.742-8831 Are v m �, , i HHtlOH SPNmlmvid NMOL WHOM c W ti Q� v 1 3 3 rHa F 20A25- (PAnre ti h . ) r v !1 K a 14 9=01• 1 9ia,, ro_o- I �r� cA�TwvBre some ' � I' -�} !PTOF' rpe DCT. / 'Y ?•� GATG.Y .S�Md_ /h' �LfMch4Net' fives rr `i244390 ,JWA4E ^cQOwN (TVP) ¢"M/N. - -- 1: 9MAA . —4M/N +IF '� __ r F 1 :0MA.4. • , r =�q �F Ti✓r✓ d� 12: D _ GOc l2{G 5s7 No mC coaz e 5/,Nv 4 4.a^ 4 .0 2=0" 2=0" 1. o l 7 p• GAlAveL �4 4t9SG7 '/� Q• tn✓ t, CT^qy t� - // " W6Af1/N6 COW10L (TOA) 1� _" -'l o, " d/NOG4 GOf/.?SE 'y.,n7 , —F/NE d2A06 „fi 90_x" Ipu - PL --¢" COM/.�ACTeO 6,10E COUAZSE (,goTTOH) x TYRIW/Th! .G/ A44�D- anrp RA V 1� V WVA TC9 P-rY /rt/G ,A(fC-A � 4ged gq/&L m - 04 7 FOR MCfD/L Lcd 1 9ND a , 2=la" i0 -- pt1MP1Cy� FTTINJI Jb NSTeRe �� Ik. 3 n n1° �iY rr �,6 x; " x C see y q Duti�r� F�/Y ,� L X 16 dA/ T n ;0 HA dN— - /Nv /� y^ 4 r ,L TA �. f- / �� ',�` WA,1 w444/ _4T P ', .. t MMr 4 i' ' / �• / SCALE ' r�"1:••� ✓A• A 'c M .IIwJ,y 7arR7/IfIK✓.IV''/L�G L, � sF /VEO/���!✓� l i� � ' '� : Y � t ''y ' A 1F .r '��G iv+ = T dML h WR : u � we pi 3L/.�PG+/1TS - -- C: \ "' i,• f. DRAINAGE CALCULATIONS (CEDAAPI@G24E1 r J2CM0VAlI LE 1 !r 1 flI SCHAROE c - - 'VA ,W' :;i fir, �" a� IF, *r, C. /• PUMhIS - - .. �1 11111-II q,l I. / / '.. A. BUMM@A i. For i use 2 < t . �7C/3j/N4 /f'6 � � � � I Q � AC � !in ./ht . p tk-N• � I I .� � ' M CONDITIONS, `. }� / LANDSCAPED 4 5,.,..;�X9�! -�C . 1 X 2 .5 g, P35 ,CPB 1F ail - rti W+r`�y � ' ED Q . �. �I . 4x 6.144' ESy, , .a�'. PAY4r • 6'R � r '-tY,r >'ae��; . ' i6L�, C/E/wSTAGLGD ,coNTn - - _ / FLoA� eSk/iTCN - _ - -_- TOTAL CF;Byd^Ie. 475 ,CPS " !3Y /LLAgE_ AGlAMrN{1H/ ^'\ ~'` A_POL'7,Z' SAX 42 CFS, , Vs � •rt ryR�y, �y, JaI1'DI�n.MJC.O L7AdrT W/7Y/ , 3'00 /a/s 6NRa C'/7-Y B. F -�' �1D19'-ION'g'�{ '. ''r2 �z si, 6 radcm 'j- r00 �" '- ANLtAG .4~N fD17 %i1T�rhr -- � 3:.r� G't OVA/-. Ck H r 1134" p/V� /d©/NT �• _ - - , Coq' PdAr1/• PLIMPCI?I i "IZ rti�iED _ Q • 1:6Eq� ''x � x��}�; s • �� '§�� �FB r rei ,+ y TOTAL CPB:R 31 . 16 'OFS ' NATG� cgVC12 SAYZ APB77 � , 01 i ( ! ° I 7A � aE FAA/ r �iE �_ / ?/?P_ L TOFEL. /¢ =o" a, �� � r �y j - - --- -- l ���yy s9- 41 f ^ w TYPE - RIVBR�IEAD ,yam rte., i ----� N 1' .. 2 . 0 6:3 1R. HR'. � EXl;iT/NC /�uwP AZ/9/cS l-'� } 'FF - �- cr,�F.vr9ero M 2 7:4 ' i,6 4 PERMEABILITY 0 - 3 2 / y A SUraaDf2T5 L'X <'3 iN4') 4"Y2" AGL/H1,V4Yy' CN4AWAt- (Ex/ 6rrNG� 1! '3 "- 7 NAr; i4t@,. 32 -. 65" > 6 . 3, IN.' /HR. ' 4N at �1t !►S t* F M, ; duPAaPTS Al QE.pv q' S. Br 7 .. Ix 7. ' 1� 4 - /BR. (I 25 FT./BRR. FORBLEA fl 5 @ AA USE 3 IN./HR. ) FOR - L/FT/NCS 9A/L � GrC � N, r� ,�,, 4' 6,3 I3i/BR. ( .525 , PT,/H ) LEACNIHG' POOLS. N ' a A� , l - AMM. 3 , DRAINt&E STRUCTURES RKOLIR;.ED: 9 �Tj C7QAT/Nb �Y ,.'kAS O1] �N �7y�'� (BOTTOM ONLY) � _ /NV Et. l _ fa. 1i.p1 ` l r 1.� ' A. _ - _---- EA, NEQUIRED . . _ - l3oTBL 0,2FT -0 12 ' 1 .3#� _ ru"',;� 10,40 " �.B'B@ '$9, FT. _ .-FV,G W:A0' N- 1+F 1'6 i4 �,_ Y , E !AVAILABLE rSWALE LEN,RTH.�, Ad6,7,20 PT. i - '- Nv L 8•/ f'T " if i8 ik,9'JI/y� FT. WADE, SWA RS ax1STANG ?• /SOcSPM / E �1 USE 2 4 ,004111 •1,00 w/rN AyJoc /A " /NV rG y3-4 'xT b. 17 i4 •IL"f. : - 14 T@D PIRIlvb, vFL.VEO / 'A is - Sgt tl 1f _ 'HECIc -''&..Z2# x .39 = 56 ' C$S CAPABILITY Gnt//,GJ '0.4/L9 70 FA9R /GAFL/� D?HrN 7L'fLq'GTOR lF. 19 R 4 " /vLNTE //�y, q'NfG SHL V, lVL. N � ,/ Su/�r�OAsJ' Jf3 +rEeo7b b ,l o- B. LrAc -um POOW (EFFECTIVE AREA I ;5 TIMES THE' BOTTOM - r�"� 3 "x ,0"x '/I, (5,04 V. 6rig LiIA ARE& RNQUiREO . ,�.' = 3.657 SQ FT. 35 �1kk M - 2-$ 2 - 1 aM{NL E,4 S fr7ECC OF i F . MC // JGG'ECN• LwY '" x } 0000ER 0 *4T 61 AMN',T,EA POOL$'' W�f Ilk SPII BF NE 33# �� �: 3'2•a 13'1 $�,I,: 4,'1"': :11( Ii,Ci�N ' J�k'fA 2'7 9 4, /--e- , 'Sow P i M �-,, ' i , i ,r 'i,= ,�(Fnl ,'� :�' C�'>•``�- nh� ' LA000le A/Or- SJ//G3 W t/ 2"O G .X /%S W tf Z .(O d U r s,}t- w . e. .,,t : CI E .0 Cf'/Girth y�' /TM a07,r4OM .71��� � z'� - Q�K:;±' '_ �.�I Sli's�+0:'� IX"eRING 4-03 rlTEIFL WCL Od0O, Wi,74 MG'dN aq •o3ae% VF S A�L W/T/TiV ¢ WAY 1-hvrlNG a r QEE5510NP :1 r' lZFN-9e/L/TAT/47N di f.K/8TrN6 A4MF3 / T S- 0 jF, "{' kpj A/4 ffyf. i ! . AND CONT/10G5 4&e V4 /IC3pONlIAEf/L /'Y - OF 77_/0 V/1_4,44,° OF412CENNOtA {3 AJKGT M4 LL NAVE rA� 33 MNdLG T f./ZAMFi T" TORS :'C-d/1NG'At0 VNO r /,30Tr"OM• ! P„ , ” - "f iSGR� r t� � , a 'e A*X_ ,ANGLE FRAME L y/Nlf eN /0'9/r,rK CHAS�E,$,� It �-,V:t:t�� .�S,SC-�w ' I�SC. P� E CONIC ,' � A S S 0 C14 TE S� �� 11 c , - � l consultands f i9N/STIA16 VASTE W47G2 P_41/1/,0/A/6 �7AT/ON ox B 3 Ore�onptlrt, G Wv cftROne BootleP.O. xsaa ci xq, SllIFE A3Ug Alley A-0RN c.l . .'_ - ,�• � _ i 477-04AM4w ' VApe 0 O 04 e'3' y1�� wi*4 lywsr�A' k� . F 31b� 080 Oid@1071d 001 O10N100S, A8 43AL r 1 r � r /034L /o.o a.t O. C AR c ✓C ✓Gb O Yc V ✓ 9 ;` i q c /a 05 ,,IFc /6 79' n ) y ' e, TkITT r Y 0.95/� LP8/� p/oPoS BOC rade - r Ie,T , o O Oo O o O O O p ., Q , ©j 't it T ' . i { IT Ac• 19.55 AVR 15 A6-/4.91 _ - 4•50 L=So a,v2rah -I _ ProP oSBd 9/a,oGB ' OO O O p N O O + W + + O+ p, r p + } + + + Or r r r D) • O + + rn Q Yl n OD IN O N N N N N N N N N N "I M1 r N j { „ L f i s > P� P�Pa O , e� CENTERLINE PROFILE OF ROADSIT sJ ve-.0.09 - MOORESLA'N D T0WNH0U$ ES Az- //.55 AT GREENP'ORT TOWN OF SQQTHO'L© ' SUFFOLK COUNTY, N, Y. w rade/ 1000 - 40 - 05 — IQI P 2 5 ed _ ro P 0 9 SCALE : VERT. 1 TO = 10 ' v5. - IZ ma HO RIZ. 1° = 50 o JULY 13„ 1987 w O + cli+ 10 M R ILI lD ( n TIT1E P P O CHARLES R. VELZY ASSOC., INC. P E C 0 N I C ASS 0 CI AT ES 1 n c . o TRa consulting engineers- consultants : CcPAA b� � a , QDA PECONIC SURVEYORS 9ENGINEERS , PC. -SCA (516) 765 5020 ONE OLD COUNTRY ROAD/ SUITE 430 One Bootleg Alley P.O.' Box 672 Greenport, N.Y. 11944, nsnwner 500TOOL"O�T�w `OLpNNit £9Qq��1' P **�b � 1 ; P.O. BOx 909 516 - 477-0630' SrrRouep `r �� .;t` x 1��' i_�, I[,s�aP ✓..T*i� r I ' MAIN ROAD CARLE PLACE, NEW. YORK 11514 pP,��tI � SOUTWIOLq N.Y. 1!9'71 - (516 ) �4P-883 i , wY T. APP ea' 111 1 O10 0 1 ,. d H14a I Vl fl flPIC,. A9 O3AI3J3N 312 65 mo' d Nlol eNOHO's T \ pRTHJR N � mns' o 984 10 A � p Ea MP1N 1 1 \J •R � PS NIG I F NNE L41 i SPS \ GLo pJp10 \ G \ _ a 5 S O P 6 P R � A 5 R , 0 0OR� N ROPp sCA,RE I 6bo M� SMP ° 7 . �� 01F Ojos 1. WILLpRO LANDSICAPJNi )(IkI`„T �� — • / STREET TR 46 WILL 9E PXAW'1ED &4 �' -- - ABCUa SNE T NF' . Z�i� 22.25 Slkll' v aN 7R PE4 BIW E LOT,. ' � ' �� — - 2z'D O I P SPE S TTL9 DE A5 fALLWI& 4 I a�� — vv / `v pMlEs ONJtE W1S ARI stbs', 1"III I(I4 A ' 1 , \ \ \ - EAST 9 6 N �a Al DFS WA ALT 50 N o \, \\ ° �1 �13# rR' H E ° / — \ 2e A rC NIE�+1�QFl3,�Y{f1,T YNnR �" M 1 01 " a Ny5 gy2 ��d / v191-,� t °� \ y,°� N �IPK'pe o�Jq -1 In ° / / 1 �' I 0 ( F r M� "Y i 1 f- MpgY °0 vtJ z i •� e 4 � ✓ \ 1 T _ o f,4 Zo01 0t4 � \I \3 d r� - 5 v. •AlI' OI F. N I � aOpMs I � Te f 1po �a + NIaIF tAO1NNEs 00�� \ \ pio p BpRd ARP p' D / - � s 0 / F s 1 'OpMPBEL� \•� \\ I\ \ 1 1 \ / \ " 1 1 � E D 'IV 1 A GE B,� E l O l &e A, R N 9D souTHoio ToNH r�aHHlaa Bootfige wu! — \Oil\V }' . SFATE c2" _ Y 0 ItA SIAWA COW M 1 d 10Y F gT pPLES d V ' o K P . L� i _ / / 3ao y 03 N ' , _ _ �i ,✓fes - r+ E - - a Nb•JD ,�_ -- - — t — PRELIMINARY, REAP 0F ,= qV, _ N CE-DaRFIELDS \ to 6 as1 M40 Rt E S;:LANAE ' s -T � P T L \ ` 00 n h P 'SUFFOLK m°o Ss ��� St�' FOL1�� ldAt 'Y, N Y`'_ r S 0 _ 6p00 40 05 , 01 css' i o SCALE n ` g9 70" a 1 � • 6 � ' � Oa4 . <y P R�FFSSic) u Z TITLE y 00 CHMES AW VELZY A. NS. PECONIC ASSOCIATES IncmentlDN N.Y. S. LIC NO. 49618 g945 �, s { - C4MAR#'/,"4p� �,.R/'R,A� I � �QJ�X "r) S. I : con �t�n eng be'8'�" ,' C O'. h, S '1J t ;a h t $ , ; - ' scALE ,nevi$ O it op•wlHc Ne f d A5 ivOTE© ECEIVEb 6Y PECpNIC SURVEYORS d ENGINEERS , P.C. \ ONE OLD r�OUNTRY ROAD', SUITE 430 ' One Bootleg Alley P,,O. Box 672 Greenport, N.Y. 11944 DRAWN ON { 516 ) 76 502 SUUjH0141UWMPIANN�V6:g�RU j, P.O. BOX 909 CARLE kACE,.' NEW YORK 11514 516 - 477-0030 AneovED ' MAIN ROAD - (5'1$) 742-8831 " r - errnDaeo DATE DATE /f G 'SOUTHOLD , N, Y. 11971 • - — -- - - - ---' — - - - - -- -- - -- - - _ .. , I , RECEIVED BY SE lku w.,d PLANNING DOME �( f/N= 6RAL3i m a , PJ TA oo -- 01r/C IV 01V Ald 1\ r a y j z S c T/G9 N A -,� !`L. A h1 SECTION P� 8 /3 U T T DM V I W •r' - , M3CAAGE' .O' LA /CO VL?2 6MGAAAL[HOL@ /CCO7YG2 MCNI O/LE /C•AW4 ,VHrLbOV lEO ' A'1 6VF lC'�Ya' „r' 4449 GAG l � -• I- % . SF waa L/Nr ��' a✓c �d A0 .Ae0"Ar' Forz /F ccar�rrC `N /eY + C C S✓ Td Ia[ AN / N 2"x 2" CCA TREA%Z0 .4ToOr''L \ J, + ¢ WYL CONN. � � I- LaGATdS CNd Of NOu3;d -T /111, x_ -, '� D 1L?L°000'/N5l�VC � C 3RANCN 1 ,`C � e � , ?S/1�9NCHOW+7 WAvrE27'o/6Hr- F. wAy w/7N 8 ex7/aA 0-4, *r B qQJ AT OPENln/46 &YR. 1 /ZEcOkD LocAT/o^/ 'Of�A2aYNi pcx/[!' poa FMTVdf QIP dv ,r Of dRrpNCH WYE /V GbN NE'C+7'l f7N Y I, � f?OM 2 M6tNNOL ES ENO �I 4"M 1O WATE? 716NT NEAP/Z6NE 4AJrLT ` - r f� '� r - - AGG P/AE AT MKINNOLE GG NNj , {�rWN% � (TYPIGAL � ��� �� � .a lr 3 k A I' i•; - N/,/OLE P AN - MANHOLE 3 - - It VVArj!9 MA!/J I ¢"sm.,_il \3�" - P4,4A M T a - • - sr^ Al It � • ''.. `, 4ALA M/N47 'ed'l°GT,4N,. tie • FlN G2A!>E n . . ' w' / d' ,r f Ct GdPtwo+P" 4Ad' L+7� Jf'G�sAfid"1. „rc p _ /-O ,t 01 4 _41 E - - - - OR/CK C4orI G r061,PADd-'� -- ----- - MAi N il. � Z 4'"C../: WATE '" , �7P` � w �/ "e 6,I Ty0a "a . Ya AG' . 10 caAT " -- -i I - Tyn. ¢000l�s/ � � 40 YAW - ' V T YP/CAL TN/e?U57 i4 E dC� T,W �}< 14AD W E§ BELfJC�'bOG d VYA 04 SLOPE ''/'fT, 4CN w4Y' Q Q _ - - `� SLOPE "/F7 ( � .lGAtd.'.vONd ' Q v - M I 4' ---9000 Pd/ CONI. Q � fT. ., > -- z. 9oaoF+a✓ co,va. p 4�. ,�, �- o r I _ ' .�..- . -r-,i ✓ � M4NNOLE wITN G+xb _--� .+- �-�-_ _ .^�^"^^' - • . . /NV. ELL✓ 1,00 AB�AVG°+ �4T/Ca/V //JV ELEV. :CM TABLE --- SPAVZO _4'ww_4e- nwo;� Sc,4Lf•' ! + ¢CAGC% 2 "• /'O " f 3'Y✓.4aE� {g" 7�ST /bLE #/ TEST 4b/ 2 TEST I7�LF 4g prainagp Calculations (Gedarfields) -! SFNER 14AR1t0LE T6B 9P�/�,r /�4s✓NrL 1C"' ' loam i M li. 'M lgyga EV- RIM EL Land area '.83,70 §.F. per lot (average) ---_,�.,-„ 1.4. Dk6M., LD,Om 3+5' Raved areas (street and drive) 1600 S. F, per to yq,�nJs/L'f/ 3 # 1 R_27 9 .07 Csakna>te' volume: f4 r?nI rdE S/t� y�/ 4 /�✓e " � ,� 1 - 200 cu . ft: x 4,D 370 4 �0 Land B x 2 /✓Caanse � 3 4.35 12. 17 paaetIne,nt - 1.600 X .24 x .9 - 345 cu . ft. BPNCt>gzsESRDxnI 11 14s11i " 1 '. 19 total '545 Cu ft . -r --• 1+�, ' '' L7QT BRN LSYb�SG /az1AQVFL - 1x .55 0rateaae '8tale per lot' be4, eziIIsra/vns/ suers so,/o re . . u".-----o per 20 -40 Y. CaaVEL 4w4fl, 1,5 .¢9 6311 X a' X, 2' - 0.80 cu. ft . $ T.5 �5 59 CLk �e SONn 7 ' � ,. ' Aktd'itisra4l jt�ead t>�iel�a4e (5 F x 17 x 19/68) µ--�+w "' 14+ 7 .81' 6 .,21 G/FJTEV- /.v Ptt1Y 5t, 5, V,,F'. of 10 ' dia. LPs 17 .21 _ 9s 14 2 - 10x; le' P: 68 ,a. k 0+25. 80 1p 9.59 18.49 $'+70 470 11 2 - 10x; - #11 111',71 17 .81 '8+25 3150 7 10x; 1F12 11'.79 17.69 12+80 7280 16 2 - 10x� 15+20 4270 9 10x1 �E�� L� p1'3 12.05 18. 75 t- 22+25 8050 18 2 - 10x1 1114 12.33 18.80 26,+60 7000 15 2 - 10x 33+50 11 ,900 26 4 - 10x1 BovS>zroaJS/�T �� 1k9-5. 7 .85 76 . 75 2.6' tF i8 8.97 16 . 97 ban Gya sD l 01,7 10.09 19 . 09 50X. 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PAHA r ih _2,00.0 A� �•2;' Nr 'I I I , ,_. L2 �t ze V 0 It 6,T IN 77 till �5�r.mz gyp4: --mot- 4:0 Lgnl ,�14 Icc VL 7 4 A +0 PLAq 1 61 i a A 1104 1 16 00 W, 0 MOD to 0, 4WrW 4f "02 ItS1444CO 2 ACEIE$w q a P. - VO Z�p Ai W I Grp I N75 LAUer 6 C, T 7" :7 3 Hl AUF T 'tvT-14rr, fl 7=53 c. _'Pools z R i N 6 s CA4,4� T TO PUNCTUOS 4'E C L4 G Ay eQ_ tU el iLONe ••y_ , I 'Ib ppp It MA'ra�a �,L- -1te MATC" L;AJV IQ IGO \J NIP OCT 16 1989 jf�]W:p -T r AlAQ N)Att,4 _,LA'rJ N orTKs>w_-r 'LES �v, 9A��_vTt+ AT Le�,< IS A 2 _VLAAM' �A 15A ti &bM CIN '?AT21-<17-16P inn> zcrzA6v- PAZAc� �-M NOT FOR CONSTRUCTION SITE PLAN MAP — A w KEY: A��`''�' = TIMBER DECKING N . Y. S. PLANE COORD SYSTEM y'Q 9` = EXISTING DOCKS APPROVED DOCKS TO BE CONSTRUCTED o = EXISTING PILES rj = PILES TO BE PLACED = APPROVED DOCK RECONFIGURATION = EXISTING VEGETATION PROPOSED VEGETATION c� J�o TELEPHONE/ = FLOOD LIGHT Z UTILITY(TYP caoj E C� • = UTILITY JUNCTION � ����� B. EACH ROAD 4B1 . ® = UTILITY POST - = WATER S 5` 3 27" - - = ELECTRICITY FIDDLER LANE — _ _ I o = PLANTER BOX f ❑� = FIRE HYDRANT // EXI ING STEEL MESH FE CE MARSH GRASS ® = DOCK LIGHTING / / // rUTILITY PEDESTAL \ = PROPOSED WORK N /F / (TYPICAL) I I DOCKING ST. AGNES CHURCH � GREENPORT, NY 11944 // I / � FIREPROOF I 1 VENTED BATTERY 1 STORAGE / PERVIOUS SU FACE BLUE— STONE R OTHER / 0 GRASS J 1 NOTES: UTILITIES and LIGHTING — 1 All utilities are, or will be underground as / OLE O A Z indicated. Multiple building and dock utility / service connections are/will be provided including connections at each boat ramp. Q 0 2. Flood Lights are installed as indicated and are directed towards the yard to prevent �� GRASS Q glare on neighboring properties. Indirect / l CD lighting to be provided on main float z lines will be directed downwards and /y/ shall not exceed a height of 5'. 3. The bulkhead is illuminated by individual to dock lights located approx. ±20' apart BOAT I / J X GRASS� w LANDSCAPING STORAGE // 1 Where possible, existing vegetation will remain. \ 2. Proposed vegetation to include: Japanese Black Pine, Douglas Fir, White Pine, Arborvitae, E / Hetz Juniper, Hicks Yew, or other evergreens. / 3. Planter Boxes containing Annuals are proposed / along the north face of the bulkhead as / I indicated, and along areas of the decking. '1 EXIST^NG WASTE CONTAINMENT — / I SEPTIC 1. The proposed Waste Oil Containment Facility will consist of a 5'x 8' Steel Container that vv,,,,// + SYST M / O O houses on above ground 275 gallon tank. / / / PROPOSED O 2. A fixed or portable pump-out facility will 1(([ be provided to handle boat sewage The pumped-out waste is proposed to beLEA RING directed into a proposed septic holding tank. The contents of the septic tank will be P OL I /i pumped as needed, and transported to a Sewage Treatment Plant for disposal Q / (TYPICAL) O PARKING and ACCESS 1 The ±225 Parking Stalls shown are unmarked I / on the stone surface. 2 Size of spaces and access lanes conforms with R - / Southold off-street parking requirements: / // � � WELL Minimum 350 Square Feet of Space (including 1011 standing area and aisles for maneuvering) C I-I ll - I+— I 1 Stall Dimensions: 10' x 20' PLANTINGS Acess Lanes: 2 ® 10'each = 20' wide access SIGN \ 3. During summer months, temporary aids such asACCESS (DRIVE railroad ties, and cones may be used to assist PROPOSED P�OPOSED PAVED traffic flow and parking area designations. \ I SEPTIC TA K / PAVED PROf QSED PAVED ACCESS DRIVE. ( 2500 GAL. ) FLOOD PLAIN INFORMATION — /N AIN _ � GPP-SE-B— 1 APRON 1. The entire upland portion of the property \ lies within the Hazard Zone A7 with TRANCE BATHROOM EXISTING Base Floor Elevations of 10, 9, & 8'. As designated in the FEMA Map, \ `3,35 TRANSFORMER _ �' FACILITIES Panel 58 of 120 # 3608130058D. 33. +1 ++ & LOUNGE as Revised through 4/17/85 / VAULT FL. EL. - 10. 5 GRADING — t22 \ 1 Existing Contours are to remain unchanged and EXISTINGtoo' are shown at a 1-Ft Interval (Datum = MSL).. PLANTINGS / \ / RM - -- 1 \ 2. The ground surface sub-base consists of a '� MEGH _ —I PROPOSED 1 grovel, sand and silt mixture. The top surface n� is stone except where indicated. / I \ MAINTENANCE 3. Existing and proposed concrete work pads will / p consist of ±6" concrete slab on compacted / I AND /OR earth or sand and gravel sub-base except (V -r where flood plain location requires the safety V / PROPOSED F I S I AGE ARE E at a higher finished floor level elevation / / MAINTENANC 4. Elevations shown are referenced to Mean Sea `V _ Level N.G.V.D.(1929)=0.0 MHW=1 2 MLW=-1.2 / �� AND BOAT _ _ _ - - - - PROPOSED / STORAGE 0 CONCRETE FLOATING DOCKS and FINGERS — / 1. The Approved Extension of the Mains Q/ BUILDING I f ROPOSC.IY * PAD is as per Site Plan Approval (7/18/86) / -J 2. Most of the Presently Existing Fingers / FL' EL-- / ' MAINTENANCE\ 1 and Piles are as Indicated in the Sitep Plan Approval (7/18/86). Some of the Q / AND /OR Existing Fingers and Piles (which areTORAGE AREA pre-existing) are to be removed and (� S replaced as indicated in the Site Plan I MECH RM . BATHROOM FACILITIES — C/Jo \ 1 The Pro osed Bathroom Facilities, / _ _ - -" p BOAT 1 �, PROPOSED Leaching Pools, and Septic Tank I ' PROPOSED / were Approved for Construction STORAGE GE / MAST SHED F PORTA E—�`/\/��/ by the Suffolk County Department J AG _ .. 7 I MrCCH. SHOP of Health Services on 6/20/89. / _ N EL, — / . 5 RIGGING Ref #: C10-88-001 Flow 450 GPD. / . / FL. SHED / 2 The Proposed Bathroom Facilities 1 and Septic Systems Locations / 1120' indicated, are Based On. the ^ , EXISTING Department of Health Services I�I27 ' Approved Engineering Drawings OO cl� MAST 3 „ Prepared By John J. RaynorGR ANE E / / Licensed Professional Engineer CO aJ PERVIOUS SURFACE 1 Prepared On. 12/18/87 as / / Revised through 4/26/89. _ BLUE — STONE OR OTHER / 1 _ � 1 N /F ST. AGNES CHURCH GREENPORT, NY 11944 657 92 � 1 0 SITE PLAN MAP — A BREWER YACHT YARD AT GREENPORT, INC. BASED ON : STIRLING BASIN GREENPORT HARBOR �4 W SURVEY BY YOUNG & YOUNG MANHANSET AVENUE �I IIII0 \, RIVERHEAD , NEW YORK VILLAGE OF GREENPORT �$� U, p ALDEN W. YOUNG, P . E. & L. S. TOWN OF SOUTHOLD QQ�' yG'D LICENSE NO. NG, COUNTY OF SUFFOLK HOWARD W. YOUNG, L. S. BREWER YACHT YARD AT GREENPORT STATE OF NEW YORK LICENSE NO. 45893 SUFFOLK COUNTY TAX MAP No. 1000 �i REVISED: 05/27/86 SCALE: SECTION : 043 BLOCK : 03 LOT: 002 PREPARED BY: 0' 10' 20' 30' 50' DANIEL S. NATCHEZ and ASSOCIATES, Inc. � MANHANSET AVENUE AND BEACH ROAD 916 EAST BOSTON POST ROAD AERIAL PHOTO FLOWN BY: GREENPORT, NEW YORK 11944 MAMARONECK, NEW YORK 10543- 4109 AEROGRAPHICS CORP . (914) 698- 5678 DATED: 05/10/90 DATUM = MSL = NGVD = 0. 0' ZONING USE DISTRICT: I-N6t-S-T-Rt7ct DATED : 07/17/91 + 1 . 2' MEAN LOW WATERa JUL 19 1991 i I 9 9 a C. R. 4 ,c. MIDDLE ROAD AB 1 z N. 71' 26' 20' E. 312.65 (ACT.) A 268.73 (ALT.) �— — Av N. 69'.00' YO' E. mem y WAsµ� AV� S C E N T C E S E M E N T 0 SITE ro m e U N KEY MAP Sere: I"= soo' Z 4+ /O y QI � � e u a o men ' � � bY6ranY now BENNEIT ROAD EXT BENNED v v m 2 T a 38 39 Z m o° .• MrSOUTHOLEOTOWM ' PLANNING DUARD FINAL AS BUIL T PLAN a b r OF s z X-1SUBDIVISION OF CEDARFIELDS 12 a P 35 A A T GREENPOR T13'p4' 13' 0 TOWN OF SOUTHOLD 1000 - 40 - 05 - P/O 01 Scale: 1"= 60' 13 34 Dec. 12, 1991 p c 3 � p w 14 33 m m J [ ]J LLP 1 c m • ,s 31 30 3 � 0 1 r m to 2 y 4 ti C.R 48 ) n 2 MIDDLE ROAD M WASH! GTON AVE. E T. 18 ce c tee• .oma � n•./ c,.rn,n7 _ cer ave Men G�sphd-/t conte uio' _ '� 9 e N i o N 19 Z •o r' • � m C e m 3 b Qi o � rn 158p0• �— � N• 32 9 � 1°„ men lm 0 \ AO• AA �. 198.62' rvory" ' m"''" D RAVE e °� 496.39' R- 669.69' f e'wl V N. 74' 45' 00' E. - mon cs• e.epv i. o.w. aP CEDARFIELDS Ra 739.69, 8 491.85' N. 75' 45' 00' E. L a 84.66' m svo W s6 F E F,?�,, 8 B om 23 24 TI3.30 (AL1') w 2q C a E N OPEN SPACE - PARKLAND 21 S C u m 20 P Rt w o N w E OF GREE r,5; 9 17. S 56. 15. 00 VILL Gr ,+ A � �� THE � � �� N��, � rC. NO. 49616 me �pN PEC 649.70' SN .c. $• 74' 45' 00' W. NIOIF SHEET 1 OF 2 050. �L o41 MANY NEw ye SOUTHOL ."'71i"Y"11871 , 87-293 v � Y r I i NOT FOR CONSTRUCTION H rte, <r 36.0Q' SR_4 6.0' 481 .84' 5.0' FIRELRV wu EACH ROAD Nw E¢ SANDY 3?.0 1, C� fcxLF xuw x. clow LwN F1F2.01-- N/0/F • J•0' ,i LJi TOWN OF SOUTHOLO O O� g 05' 13'27° E � � °f MVFPEM B.O' \ rr^� F 11.01 10.0' � " 5 DLt�� cww ERet •'PnLEMin "d 8I "I 1 Wp `tF� IL �F.. \� 349 0 ' '7 L 14 o.5's T ry \ ] w UE)L� ovallFr i \\ 'NE BLUESTONE I a s 'a` PAVEMENT 2.0 p. ., °F 3.0' . / ' Di ll a \ � , �� ,� o 1, BLUESTONE I ' ti 6.� \ le ow" N �/ ' O PAVEMENT `I� ,Ilhnc`' " 0 0 'b I G �. 05' 11 Ll flwzs. 3 . L 0�V� �'J 5 • • Ee.r amu \ �\ tl- \ V [^ AA1/ S • MCfl \ ¢EL \ £LEL. / f�ttFxY coNc. - , • ¢6. \ 0 °IR11T °11!1£1 YLn RLW. NSIOE ILI.I INNEb CORNER \\\ ..� O 7A e'B. •N' '✓• `C{I~ O V,x mb......F, E PROPOSE WORK P W% ro w w> FhR sRej 7669? 1 . BUILDING o �-4-^ 7.0' o -u F 1• r d APS ,000 v C` 1 /�. T FE d fMF Y C°xt. °L°CN %� �� ° P!`� W0.N •ti0 N ]I'2]'2Y' W nEc. Q f1 A °FRCEs F° '� • d„,� lF Rl E1LV. )a• ' • eo_a:.._ `,O " � w ° +Ls 52a9.50 xx sflOe°�O ,E .1B , u� R.. .ULNNEO1O.D' 9 � '�by Cif •'��✓.+ \ T{) W' \N ' N •% Now ElEV. 2.1- � RS 9• • 6 fY wNW F11Y 1.)I'5 b o y uLwC.mmr`\ ¢E . N E L nE F6C Eq ]x eYll.xS N. v fiEc unEr r : � xA5]SOIq E. W � °IIRE, -°d' �1' 3 of Cf T J �o 1 FR. EILV. )�' sx°P �x ti 123, b ry ,LO iR ELEY � SIIBNEflCE° S � �1 Yµ TE CMdNc re' �PI1ER 4y �fV 43 Y EI£C.1 'may _ d 9.D' ,] RM11 vJ • URFi S°.]' a ry SED: I•• R°°f N'El C. WA \./ IN 'ADwooR wuN Wn ..5. w"u � 7'? I 5 600' � h 9 . _ O o ' I o ' B�.U£S`I'ORI E 'S'QUA FEET1 /O PAVEMENT N Q 3 � 4 RILP gnxt• `uC ✓JO �~� OWN �,. 1, 'I %' caxc. �oY v4n 0 1 VUFT l'� " re. �1 vne fE G/ti^ B U I N G e ° PREVIOUSLY OVI1F1 � '' % I PbW.TON •R NEIAL MN.. C°MIIOL eNN - - j• E. 'R i, 1 rAn51 r^ I i V' 0°RR 43° \' VJ W AP VED TO � •,_P BE REMOVED a 10.0' FR ELEV. ,.V '•Y� �� •514Hw°o°nE ROI 1IVwdf11NYEP'^••,'••• un•xo Y Pwmxcs °101°X0 BLUESTONE / NC tel. W CON. TE ffL ELEV, v.°• '1p'Iiw6 p \ cvxew0 wo5o oscN PAVEMENT d J �"^' Ono (� � RRE > AvxN) °00F MY°"nMJ LNfRHWL °00" tyl u• ee"T nncv 3 W°W nERNIP cuRdxc o O n CD ' f io's. ° 0 Cc�� 4 g r _ SLY: . °i WVE � h RELOCATED " VED J �' n � •�. s> �4 - d d 9 o' rr BUILDING � Q U { 00 N — I ♦ o lIse ]I' V' q� 1Y` to BLUESTONEW \: , r ti hR'+ I PAVEMENT � .� PRa . 'W]EIN euuax e � w 1 v M R°n C 4 a a POOL /Jylll"' I 'fly V) O 0 EE./W. VI- I FIRE/ NPS ' uYIX4N1 E •xY DECK /� CE eu1N„EV COINER nW' ` ' ° O 04 N72',30,03., r O I o ' x.wzes]�II E 1pPROOk PAVP ., ' v 3 12'26.52 W ,3 �� BASED ON : ,,. Nti�; / � � c' z SURVEY BY JOSEPH A. INGEGNO, LAND SURVEYORa.o BLUESTONE ° a „ "°° °°°" w4y IF g W o Wo 1186 EAST MAIN STREET, RIVERHEAD, NY 11901 , PAVEMENT `� Ws .a 207.75• o DATED 08/09/91 AND REVISED THROUGH 09/25/91 . , y „ E [�1 L •4.] 4 NOTE. W `V wvco w E biE RA4F �,we ` uy N fi '4 ' TOTAL AREA — 12. 1 ACRES, AREA TO TIE LINE AND .0' � wE.3 47.58' °4° W0°o q h I � BLUKHEAD — 7. 7f ACRES. N/o/F nwft ftft � I,• K� za' E. oR ELEVATION AND CONTOUR LINES A REFERENCED SAINT ACNES CEMETERY F OOT B5j•9 ' .r E vb ``• r n o, WS�TgTO N . G. V. D. ELEVATIONS SHOWN FOR HHW, MHW w AGC_ AND a MLW BASED ON NOAA 1960- 78 EPOCH . C C6 UAL zo o "b N 12.3p'o3., o r t, LIPP OMEN o o _ 3 '°°" two I SUFFOLK COUNTY TAX No. 1000- 43- 03- 02, � � � 99•6©' '"" ` � ao � / z Pz W � W 1001 - 03- 01 - 03, 1001 - 03- 06- 01 . � (�� / �, o WOOD PILING o7 U., x,.)) N. '1 .46xO] f W J u 1L M I'. r. NOT FOR CONSTRUCTION D..'w R=436.00' S Q" ` 0' 6.0' 481 .U4' ROAD VJ ,o BEACHwwEu. l]J SANDY 4 2 N/o/F O c �xLE K. EIEV, x.Dx' TOWN OF SOUTHOLD r^ S 05'13'27° E FIDDLErAuEc. 2.0' B.0' I I ` ,I 4..0• 9.0' E) a\3 wx uxENC ® / x � FL N ® DO. BLUESTONE ® 3.01< 2.0' rv—n(r® PAVEMENT 0 Q ,L �< 15 Q0J PIP , V I p t1 BLUESTONE ® I ® � ` 6. � � elr.. � +�� ® w 2.0' la.Ds' tgw, 3A. PAVEMENT ` ® w 0 N 04' 1°- W SIL 1 3a Q rW^ ® . EE.J• E, VW SJJ F V' / 30 6FC. ell BleCx .ECD' r � OwePo V • OMIFI eNLE] [ FFWE ! C°NC. ® v i 1.,°3.1.11 N. ® 4'4 RIC. °�l>. '{•A' .� , V \\ N&OE .n n. M IY 1 a n °/ \\ °O q z� °t• 66 92. y PROPOSE WORK / ��P (EDD 3 ros� 3 a \\ �uw BUILDI v \ \ G 1 Il��gq �� 7.0' � yww ori i \\ J II N� ' SQ 'pp fMVF !CON]. &°cx $ ' ' Mjlp roO BLP f ® ® °+ / N 1Aa 616• W yjO91,100 F. 11.0' S y Al, a ' 1}..b a 1, ,+d `►a{ ' EIEC ® fe Fac rcnc[s a srwPs nL [>F'. ,.r ' p+ m su°��En�w+ux www C/ a�E h 1 . MN N. 10.0 ! (,�`cq, w' w% '� xxw Euv. el ry �i ® \ J J '•k v9 N IS'Ofi'S9 '� wLW E . - . x.0390[.!] E. IM EIEv. I.u• f IEv °,D• d � wr canxEn ® • EIE0.• Exec. °' ' cx�p °j 123.7 P ® °VIIEi OVRE1 �9UBNEKGED G £G v OU11£T ® ® RL ELEV. ].5' S1N1P R' PILF9 u • TE CIMMOo In.O' lit EIEV. l.V 1Y R0!]Ixc f IM' EtEc E Sa J' d w0o0 HOCK 3 0.x' Jli N S ' O A E� / naDE ortn q y s r v CONCRETE PAD ' ww ® e Ov/4C� N o 11 .0' ® / APP. 5,60 ^5 / ® PAVEEI6$10NTE SQUARE FE T':' 20' ® �' ® ��� 40 a o, ® ® w°DD �Wn O cont, �t • um � ® ® tri, 40f, 14�7 °'" ° B DING EVIOUSLY EIEC. NNpnSD °„ ® APPROVED TO ReAOVED/ 9WON 100, a . waoo ® ® Elel.Tzw°4Vs 'mwEn ® Fw Ncs cumlxD wDeD TE WILDING BLUESTONE ..e' ® ' I`a• AAATTT z+,. . M+]wc WOD° Q+ o '\ M 1.0 MOD DECK ;I PAV'F��,,�$F'NT `t g _' W ' �, xx.l• Y W eDcq AVINn ® ®nrwluxl) e e `, !e. p•Ir WOOD 0_ F ® ul MTF SL °I A CUn.IND ° ° ° '° Uy yll ® LY:' 9K RELOCATED ° �' O °y''>• W ® ® ° BUIL ,APPROVED RETE PAD': O � v l CO G (off ® BLUESTONE ® Ee,D.' ...,,�"`•„ �``'� Cti� ,'% m (1) &VEMENT En, aev. DUE01N ,� 4 ! na,]we G7 Eii S ]Ly rtwnnc ` �� .pop W IL p Q ® E) POOL e oD / �j)�//1 / DDcx v= o L) m III1E N1p4M F ® DECK / r^ yry� �` p• a O w0� I[yx wE y �xl7v' �U 99 ® Iy O OJW"ER N 123p03.. E ® ® ' ep 3 hO O �Ow Y S 12'26.52. W ry^ x� • (� ,.y BASED ON : ® x.°• ° _ / �'� W F O o SURVEY BY JOSEPH A. NGEGNO, LAND SURVEYOR .0' Lt® ® BLUESTONE w°°° °° x p °°°x \ o W 1186 EAST MAIN STREET, RIVERHEAD , NY 11901 , ` � q (, � �AVEMENT 207.75. . ' ► o � DATED 08/09/91 AND REVISED THROUGH 09/25/91 . ,/��!(( g'lvfi �(JAG ♦ ® ® w� � , W cu k K4L RN<'F ® ® MMi FI°,]w0 NOTE: _��{ TOTAL AREA = 12. 1 ACRES, AREA TO TIE LINE AND `.�',7" �� _ `� " 47 58' A, Vr q �r BLUKHEAD = 7. 7t ACRES. _ ss� "l` N o �l SAINT ACNES CEMETERYEl ELEVATION AND CONTOUR LINES ARE REFERENCED FCCT S 1► 92. w oy M° TO N . G. V. D. ELEVATIONS SHOWN FOR HHW, MHW SE TB / _ °r. a AND MLW BASED ON NOAA 1960- 78 EPOCH . , o N 1230E _ w L b 03„ mm n i E, 99-60, _ SUFFOLK COUNTY TAX No. 1000- 43- 03- 02, �1 >C� UWZ w °DwINNc - 03- 06- 01 . .1x,1, K.1001 - 03- 01 - 03, 1001 � I Vol ION NOT FOR CONSTRUCT El A-1 P3 R=436.00' Q" 6.0' 481 .84' \2. A E GE pF PdENEM BEACH ROAD .g r ro _ = xHw E . \ 023 SANDY 4 tryµµ{PwV x M, y u \ 3'. N D,'F O � = yHR FEHEE HHW E1FI. }pl' \ ,l TOWN OF SDUTNCLD ^ CIO E zo" --- \ 1 14 S OS'13'27" Epc[ pFExv[4FM a,o' ,L \ 4.0' 9.0' �+--' Z� 0 APP . 42, 510± �I I 491 FID EWIN N»K PELAGE µEE. �] $ / D � T • FIlC. p1°� CUP o 4\ \ ,•i i:oNv. afOUT Dunn TON 8 i 3.Op: LANE o \ N 2X'� ZONE 2 PAV �, sp.}• � \ v'f4 ,� APP. 40, 122± S. F. 7 4 � BLUESTONE [E PAVEMENT , ` 2.0' ti .osg w GIVE.N'xzZwzw. S 3 0' g \ /1 \\� s \ w \ • xl FRMIE L �' I H 1 JhOAjh 'J•�♦ \`� O ECC, &0q,k C°Nµ1W. ypRNER 'y" EIS QIP n •BVI .V • No EEF nui�iT ° \ ' �(}� / ww+ N yS 669 O CO PROPOSE WORK / p 2 ZONE 3' �.a n �. �\, BUILDING ' o a w APP. 27, 36 ± S. F, A 1 ,000 R �,,� wppp F \\ " 'a;e�" w a AFPMrE Y cpNc. &PEx �j NMP N'Up° PWnc l� , , •O' soU T N CFFILES Y 5H'Jws Y� CLL',. I.R' ' O\ d� 5' }�5]31pJ} E. W • FI£C RR r �O � 0h. $ RWga 9?oy \`' /Sui rt wu a Hun U Olin. 10.0' 1 'CO s N2.1-7 ¢k W q, W e% �` H.µEV. 1p1' '1 W xxw KEA 1.).1' S wv caRxEw J 59" E uLw EEEv. -pnp• .N M}5 l }F x. 3 • µEL C • L°NC /� �} },CE]$p.A) E. • p1111FT 0°REf \ / ` A+ E% f ,{EW, 509YEPGEp �r^ 15.0' ry°^w RMII_� ♦U �PI1£1 '../ y� n■E ■ �. / d "'L rb°n ppcx z_5p'S= (p M1 ^4r • / ua ' ;.. R POSE.' R EoaR E wux ` ,•� 7s r a � �'CCN � PAD: pwRUN wxa w' BLUESTONE SOUAaE FEET: o. ZONE 5 a z Q PAVEMENT APP. 36 , 3 81 /s.. a ZONE 4 pMiN�4 ' wNEv Ps w �w w Isc'le• ° APP . 27, 290± . F. AtOm am. am. BUIL FIR VI O U S L Y 5,,,E nlL RR,NoKnN APP TO E REMOVED/ /, ' COMROL SHED pE1CjRLER h0.1• ' 70 µcN ` 6 r STORY FLAME F' nM)Wc 10.0' E] w]RA45rpwMln BLUESTO � ® nr �3 z3R,H`� O V1 wp°p VE RI Puxnxcs wR■xp wow rx MEU�•. c�°' PAVEME � � — ppcx w � RRlxc wppp oEa HOUR OI 5w,1 3 H HOpujy Zt _V F • y 9E l Ron unnxc p ° "- a F O 'y ?a: ° REVIOUSLY. °% Cun"w. O m d a RELOCATED 4E p ■ BUILDI U = ZONE 6 w APP . 60, 160± F. DE Ko \ t 0 9.0' a z (o BLUESTONEbo - ED FR,Y PAVEMENT < a O U V1 POOL ME ,tNRx1/ DECK yti3 ti a y Pon• FFxOE I • "� , WVCE YUWIFM EwG H 324541= x. 5 ? ✓-I N 12'30'03r, wR,°,°, a Ch p c W E ZONE 7 BASED ON : APP . 25, 3991 S. F. E' 2z'SP w �~ % W oz SURVEY BY JOSEPH A. INGEGNO, LAND SURVEYOR a.o' a To o 1186 EAST MAIN STREET, RIVERHEAD, NY 11901 , EMENT® ZONE 8 �07 ,a E � DATED 08/09/91 AND REVISED THROUGH 09 /25/91 . / ` 4 -1 APP 8, 8EM± F. ' xy ��'►�GA Pon Y R4L N g 5 iu°i `!/ flaONO V NOTE: .. _ wN € .$ N fi 47.58' TOTAL AREA = 12. 1 ACRES, AREA TO TIE LINE AND �NAOlift 657. BLUKHEAD — 7.71 ACRES, "/°/" S '� ss�•s2, " SAINT AG, ES CEMETERY ELEVATION AND CONTOUR LINES ARE REFERENCED , Iry o ocv m fie Q 2 Ch W 00 T n m x TO N . G. V.D. ELEVATIONS SHOWN FOR HHW, MHW N 12'30,SETggOK / � - .i= AND MLW BASED ON NOAA 1960- 78 EPOCH . b °3rr Eo B WP L P¢R Lf) A b, 199-60, 2,450,2, H. W RZWH SUFFOLK COUNTY TAX No. 1000- 43- 03- 02, � '� Z � � � 1001 - 03- 01 - 03, 1001- 03- 06- 01 . s bf�x;7.17 - CONCEPTUAL ZONED DRAINAGE _ _ " ;:,5}.)p)." ` '48 1 i o NOT FOR CONSTRUCTION R=436.00' =}p0.9a' fEo:M e.o' 481 .84' E 5.0' S BEACH ROAD Jr ,„E E °Epf 'ON-N' 320 ,Q SANDY ,5 "N. am, 1.,°. 23 �/ h (ASPYN.i MVE„ENrI 3.. 1 V 0µ2x uNx rtxcE xxw 3 LCUEINEpIFr,Fx nFx . 7.0' I � I cnx° I p � EIEvvai /Y 23 TOWN ONF/0S%OF7TXCLD 5 05'13'27r E e.a' a.o' 11 .0' io. � °"Zit,,wx1DL49+01 £ 1I 3 rE. j b rye! N SUM. FRE 1� E BLUESTONE PAVEMENT : ,^./ k 3.0 wg � 'S 2.0' U ry BLUESTONE el fi�ti �.% 6. PAVEMENT G (cWso' 3 \ , o �� a\ £CNC rE W � �� �O y \ \ sE ✓� 2.0' t1.°s• \iJ4/�2Z,,S • C e fIeU9 °LpG'03 v 00 Ixsl°F e11.Nw NNNER El£C. ' C.\ °EM1T °1111£1 j /� x.1fS1.F ES F. „\� h W °E pa 166 °MR \ ° \ xiFJ{,[ry'L 1,0A .11 N \� \\ b% PROPOSE WORK ro S a \ a ,, fir, 92• .�. \ \ ,• BUILDING q ap ,000T • a r 6 CESY5IYM!x d g ' /�, J.O' !N�°(` IUN°0°rwL'E' d 4371 1� x 71'27"1C W vJ V r e1. a r� ♦ 6Ec. l£ f5L 6EV. ]R' ' >° \\•� / h moo SYli'lev°x, v, punas O s e9.W..,. oumR n xnizlio.ER F •wF"^aN .,Ny. � 10.0' � !� �0" °'e�.� '89. v v �\N /sunERnwux euulxP>a � xxw WNW El£•. 11I' r_�\ ♦ f1Ec.• • • f } -L} ry 13'Os'S9n 0' ELLV ,r Wl cpWEll ^� x.43].2°9.9] F. "W OUt°IFT °fil �''Yi ,p N4p VY. \ fn F1Sx. ,e' sxLP 7.0• `P p _` � ei x23.71• PU / SFRc!p 2 '` no cuewx° le.o• m. El£Y. - \�` � �PIlE9 9.01`� E1£ 1 *w,,, e so.5• r °'n"° 'roa° xe � toe' SS.E.(4 ' xppf rnm L. Ory L'C D:• WOLF W4Y X.°111 ••E• ,E `Y 11.0' `�,, , .• . .5,600' eoestoNE SQUA FEET.' t EMIR • EIEL. // 1,1s'f '� \dI cac. v°�:P�' � D 4 fE °V° T 1.0-N. ..G'7Inlii ' NI.S' �y'c+� I59'le• / . d V BUIL NG PREVIOUSLY ' ,sn ,No OF. ti AP VED TO BE REMOVED/ 10.01 SIEN W°°°no FIFL.1NNF!°RMER PUxNWs MomFULL°M° pR' wapL ase Fm4M. 9.o' BLUESTONE 040 hvv_nos]Mp ,�� p \ CCODINGW000 DEM PAVEMENT :va WOLo _ FlRE I F LL•Ck IAPINV NY9x'W!, 0.tIMM'4 !a. eF'IT3 F RWcWm TE � COMM o r 1, 2 e nR r��y RELOCATED ... VESL)D �' 9AL"E a°� BUILDING �O PAD 00 0 BLUESTONE fq PAVEMENT sIT;: Few ' I' r eumlx t ' . OLE PyEp V�l IJ� m w arOj j V V} flllE/ W$F DECK s &WWI � C5 h I pE Nl%NFID CMNER h Icy O J29.OH.10 N. 2 U L1`I N 2.3p par, ° wz.esall e p E- >_1 f ' W:°B 1 s '1zs'SZ S O cn rW� BASED ON : , a x.E' •Nti / M�� y Q O c SURVEY BY JOSEPH A. INGEGNO, LAND SURVEYOR 8.0' BLUESTONE W°°° o��° ° °° N w �+ Gf w E o 0 1186 EAST MAIN STREET, RIVERHEAD, NY 11901 , � PAVEMENT � w DATED 08/09/91 AND REVISED THROUGH 09/25/91 . a .� 'Ell E, E y NOTE: N v Y d cc I"W RwP R°!tw° Y TOTAL AREA = 12. 1 ACRES, AREA TO TIE LINE AND ` �� *Aft ' ,y " 947.58, oh BLUKHEAD = 7. 7f ACRES. NioiF SWAND 2.1- F. U9•E. z o SAINT ACNES CEMSTERY ELEVATION AND CONTOUR LINES ARE REFERENCED 900 65j92' W TO N. G. V. D. ELEVATIONS SHOWN FOR HHW, MHW �NAGL T SETBgOK ; a AND MLW BASED ON NOAA 1960- 78 EPOCH . c 0 ' No 0 o U C6 , N oJIUL 12-30,03., E SUFFOLK COUNTY TAX No. 1000- 43- 03- 02, /v .1�^ �. o so-N �/ ` 99.6p, 2.,5x.]°9,7 E a 1001- 03- 01 - 03, 1001 - 03- 06- 01 . �,0(l�'`-'/ Z o W� PILM z . 22 1124. 1 N. L ,(M"LYY{ FJ I,Ic 4 1 h O, � � o NOT FOR CONSTRUCTION FEO."N C ^I D 36 6.0' 481 .84' qE ,NEW 5.0' 32o r E E of n BEACH ROA s 4NX E SANDY "S T F K CN`, 3 xioiF O o, l c xlrzx EIEv. z.D1' 4- T011'N OF SO UTHOLO 7.0' :3 S 05' 1 3'27° `� ` FC,, OF P,L'EME 8.0 lUY Oro' 9.01 1 t .0' I® E I I ?33 ug Q� .,9 tNNN LWX fgCF LEG. ® � I � � N pNIEf 'l!^V`1I T[ .°ice:'. N , [VJBLUESTONE I. � ® " �"�'"y, 3'0•x' 2.0' SON �NE o ® PAVEMENT 3 ® ® Wy yy \v' �° CIZ � � � � �p U BLUESTONE ® ® / ED v Ha PAVEMENT ku+� � ` 2.0' n�'3,�' " 'r. S V ® •m--�{ �z'2j E 3A 3 , Ma L{ n H O //. • [ p FNNE w CONC INSIDE IU%HOQ COOde e•1' z>' •� IP \ "• n vElft. D BLpC1 ® Gmall", N. 4 • ELEC. ® Dun.R A �� '� x.le]]1EA5 E y ® 9 Q �� ��� ® ��� 2 v ta'• 692' � CO 1 PROPOSE WORK / ear* 1 d G \ BUILDI 7.0"g J f ® J � N !t'2T2Y W $4.6 ® ARP--,l ,00 n 1 s°m kY P vwP °pN>,� 9 ® ® auvlEnwlgx eulaxFro z.u),atD.ex E ^Y 1 1 .0' Q •� fwlE w coxc ELDtN 6 / .¢y (yam SQU T CEN[ES Y sz ,,. d)'- 0. \\/ ]32k§ I RL EI1V. • ® Q d ® Why. '6 Rp,°may. 9zg nnaPWED w 10.0' / ro° N d 6% wl Nxw EEEv. x.Dl• p 1C ® ` \ •� 13'OA'S9" E a> m wIw EIEv. -a]O' y. CZ W CONN. 2103a'D.147N. �I J I • nEt.• fua R. / Wye L ,ry , 1 a mE OUItE' C Of ^ R ,j 123.11• ¥ b S0417 O a uUFnVPr ® ® DFsi ELty. i.s s„DP rY' .P 'LSOSUN. En c' T ® 160' fiL EIFV. ]C Y y R, / PIIES G- ON CUnMNO d9 RD1°MC WOOD pp 250, {� "v Q 5 9.01 • ® %P. ED.: eWfrnen lT 78 h CONCRETE PAD: WDW wun � o � ® �!c, 11.0' APP. 5,60 / ® ��?, p Q 14 ® 8LUE ONE SQUARE ' FE T o' ® t° ® PAV NT ® `iiYY 5 • OnE \ E) MG. B DING EVIOUSLY gyros. �, „ej, APPROVED TO RIGAGVED/ 4�7 ( SIDN ® I SfpIF! NLWE 10 0' ® iLDX1,yl, "4 EIEC.INGIN' IMEX 112- wppD nE ® NIWINO BLUESTONE PVNIINLS LUn4N0 OM VE FFL EKO LD' ® PAVEdNT ' � � 22.1' ' .� 'tac'H \ cunelxc wOW OEcx 3 ®n1'CEPIM.' F `�a, !e. FYIS' PAVF to `\ 65PINLi ® 'h MOW nC CUNNING D O p 21.T ` ® ® �\ N 1Y3Y2Y �- R„ Rp, La' f zus ® c c `r, � LY .: �.�,. 2+yegy rv`n RELOCATED NAPPROVED �L O r>," I`�, , {u ® BuiL ., RETE PAD?. : ® CID E) DE s.o' ® - I (00 ® BLUESTONE m y &VEMENT m. aev. BN.IN2AGO' ® GCON POOLzw Is W ® DECK A yry3 r./ o U O ® ® wSmE XULxxE>D WIwEn h� [~ N ® �Z 30'°3" ® ' wDr° 3 Ch O 0] W 6 ,2.26,52 x•� •� Q, ,�",a BASED ON : ® L;® fwXnut SURVEY BY JOSEPH A. INGEGNO, LAND SURVEYOR .0' ® BLUESTONE wOpD Ny DW 1186 EAST MAIN STREET, RIVERHEAD, NY 11901 , /� �. G vEMENT ® °' - aE'W (� ( 207.75. `'� o QI DATED 08/09/91 AND REVISED THROUGH 09/25/91 . /� ��/�` ' �N�1 ♦ ® W� .3 s W h ` PDg, 1� k�Il RNR' ® ® T, nAXP RM14V0 iF • j ,1 , /"� V [ !^.I�yI WOOD 41% %% fL` nr , 8 `/ N {7.56!3 Y' xDD.D• S� Y ■ x�1 I l� �I NOTE: p $ v TOTAL AREA = 12. 1 ACRES, AREA TO TIE LINE AND A�'j �' noft „µL o BLUKHEAD = 7.7f ACRES. xISSI 5• E °'` v SAINT ACNdS CL'NRTBRY 7j � � 657.92, -I- N a W W ELEVATION AND CONTOUR LINES ARE REFERENCED FOOT SETBACK 1 W o „� W � 'l TO N . G. V.D. ELEVATIONS SHOWN FOR HHW, MHW N 'It - a � `� AND MLW BASED ON NOAA 1960- 78 EPOCH. , ° o N �23p'°3^ _ o 5~ w N ya E 1 99 3"Ol K o 0 R. x J•60, x.152.,0Ywx F. . H SUFFOLK COUNTY TAX No. 1000- 43- 03- 02, �N��(,f/Q� � �. ' Z o 1001 -03- 01 - 03, 1001 - 03- 06- 01 . o WW2PI .97 E. �, z MG ]x619..,, A 1 , I V G AN o NOT FOR CONSTRUCTION 1bM R-436.00' O C� BEACH ROAD 6.0. 481 .84' ° 5.0' -- S ^, �JEACH hx 'IR ! EE OE PeVEVEIA \\3'� y SAND po'.i.1 MVEMEM) __ EIWN IMN fF"CE / / ' \�.\, v V __ xxW EXI x.01. N//D/F O SE 7.0' _ _----_ /SII Jy TDMN OF SOUTHOLD O) S o513'27" lG4E EP PdEMEM g O. 9.0' ,� 4.0' ' { ; 10.0ZONE 3 a 23 FIDDLUNI FIRIE APP. 42, 510+ • EDIE n Y ER j ^ T* .3 i:° . ort E S co ZONE 2 PAv TSN / ' wes a.00; z.a (Cf . APP . 40, 122± S, F. BLUESTONE � � ` \ p �I� \� � �3EV N `C7 «PAVEMENT , ,�.,/ ` .0 AL w ' z.o ,..D,. � r a= S 3 0 r•lab ��� `` r� . Eac. \ ° C. EBLEG.VER °(IRR p i RPeLOLN eLE6 E. X ,E OXEROU`aT ��Y� \ 1'1E', 766 PROPOSE WORK / �P e 0 \ D a � ' \ ''' 669n,. ZONE \ N,� .� \ \ 2 o co ��++�.• BUILDING / � . , I w APP. 27, 36 ± S. F. APF-�l ,000 / ' oma\ �� " \ � E Gp ., R.4P N )1'ZE'ZE• IN oq (}O) Al SQU T E CGfICESY,M■PSro" [✓ 3 / ,( /Rx'F' NWE \ F \ \ / G(.! WEED WILING ^� • ELFc. / FFFEIIIFFF - iR E1EV. 19' \ W 3. PRDPESEE ii i iaii'E. w 10.0' , /. ♦y ERE 'as. /SURTERGUNEAI C�9{.� • \ (V�`�C / x• �9 h \ `'/ N 1308'59" ./ of m MI EaV.. its a " uvy Co"m � ^V • C.• F1FF EC. • ` / ` yY ,P E ••- ° x.1eS.PEYA> E. (.� /h// by P "ELEY E 1 roxc. / RR Du1LEr DxnEr � 8 }' f1EE. r ENO EUllfi EiFI 0 �r \ CaO. 13' SIWP 1 ' as � h% 12 r � M1 E1M. iE' /�/ a° � R p�ERE[D 11 Ny °VILEf W O. ./ ./ d EA• / q'w11NE yEE° EE ESE.6 (Ee' R POSED:': : R G W W0. ,�, o ti COJ ETE PAD: NRS 4q t l .o' PP. 5,600 / O~ `-1 o n e° Lr BLUESTONE SQUARE FEET. � 0 z ZONE 5 � y PAVEMENT APP. 36 , 368±/S.F WOGo \l\ ZONE 4NO Go.RFT E6 1]f lei pN APP, 27, 290± F. u,RE / cs N D BUIL PR VIOUSLY / { IRPAwIIEX fLEC FLOE. o CCMME 5H� au, . =IE.G. ' A PIP T O E REMOVED/ 10.0' Sim 6 1 srERr rRRUE ROOD TIE EaC.. 7WIN'T IGNIN [� R,NmXcs CURBING III BLUESTO I RRRR� ® MV 'ROCU INE FR REV. 9.0. ' / �'G CURRING WOOD DECK PAVEME xz1' �- WOOD E ROOF ® EECk wwlr wER1VNE •o. ee"1' titin° 3 . *OOD Ma CURBING ° D ° —1. R„ 21 �+ a REVIOUSLI',' RELOCATED y ° x ° ■ BUILDING i� ZONE 6 - CO (CRETE e.0' APP . 60, 160± F. DE K'7CO to BLUESTONE '- q PAVEMENT ERW m•( 'lwnNE Lij POOL °J ? .RNC 'DDE G w bock < E.s•s V LL U V FMC/ - D . e DECK IINSIDE Ru1NNGD CDXxEe N 12 3p 03. E ZONE 7 ""' • O BASED ON : APP. 25, 399 # S. F. 12'26,52 t °E+,INE ly SURVEY BY JOSEPH A. INGEGNO, LAND SURVEYOR g.0' ` B STO °p0 p0DR �J� w L~ OO � w 1186 EAST MAIN STREET, RIVERHEAD , NY 11901 , EMENT®� „�F� ZONE 8 zpj''S• � � � � DATED 08/09/91 AND REVISED THROUGH 09/25/91 . / .) � 9 µ� APPS 8, 8�± F.j o w � NO TE: ` �, 1�-- ` , R"LE sEp �s NE TOTAL AREA = 12. 1 ACRES, AREA TO TIE LINE AND •�"� �� AG ' " s N 6.758, °�°• WEE V � E Wft BLUKHEAD = 7.7± ACRES. C" N/0/F , `' R� i.i E. oE.E D°nx \_ 3 ✓•, SAINT AGNES CEMETERY V TOE ELEVATION AND CONTOUR LINES RE REFERENCED ELEVATIONS SHOWN FOR HHW MHW S FONT SE TB 1 s2. W V w ^� � w AND MLW BASED ON NOAA 1960- 78 EPOCH . SOK NNWss o m `� N 12',30, o U LCOO . EI s 03" E _ U SUFFOLK COUNTY TAX No. 1000- 43- 03- 02, - ��1�1� ^' 1g9•so' 061E o 1001 - 03- 01 - 03, 1001 - 03- 06- 01 . Z o NOWp1m° H CONCEPTUAL ZONED DRAINAGE 325224V77 N ,;P)D;B; 4 W yv - .._ . ' .:. rl LL 's . . - , . . a , „ _ ...., .,.' '.0 :., ra .. .. V ,.. ae _ •'� _ o ' - e _n •,'•�' FOR - INFORMATIONAL PURPOSES ONLY APPROXIMATE DIRECTION OF 500 FOOT OFFSET OF BREWER YACHT YARD \\ 9 NORTH -" AT GREENPORT, INC. PROPERTY0000 4 MEADOW 920 / \ 5 10� 14 �\ � ' d \ , 21 \ � 6 d 11 15 �ft 1� � / 3 \ \\ 7 � 12 / � 16 / �� 22� �\ 23 �\ 27 C 17 13 �- - - - -rte - -f ` .. \ 8 I 18 24 25 28 \ I MANHANSET AVENUE r 34 40 \ \ 0 48 d 35 d 41 \ �� 30 i 549 36 50 \ / 42 31 v BREWER YACHT YARD AT GREENPORT, INC. - Cs51 ' I /'SUFFOLK, COUNTY TAX MAP. No; 1000 /SECTION: 043 BLOCK: 03 LOT: 002 �� y� \\ 37 \ 52 vMANHANSET AVENUE AND SANDY BEACH ROAD/ 43 GREENPORT, NEW YORK 11944.- // 32 53 ` ZONING USE DISTRICT: MARINA II / 38 j� 33 \ _ 44 \ 54 WN OF Pf�G So v op p� !'/j 39 45 \ NPpR 56 60 / l i�55\ 57 / 58 59 KEY MAP OF PROPERTY OWNERS J " � Y ' OF - LANDS WITHIN 5 0 0 FEET OF Y BREWER YACHT YARD AT GREENPORT, INC. - y i - i .,„ 043 4'02 s „ b A : ..1- 1 , sgKnYi011-CGT-BLOCK 0,43.01 7 •Ills �, 0� ,;' . >,w,, , :_^,:r s„ 4,..,: , :.-. r -. .,.: � . ',.. CE'SQ�EN 38" � €F1ANU 'L M , u $ S" HaVI 7202' 6th, AIF re1MIC fl34.O1-001, ' 6 ALGONOUIN ,QRIVE 222+50 GARLAND DRIVE MA#I*A sf HtlNTINGTON:ST 13744 : BAYSIOE, NY 11364 . : 11209 $ o T' p4-025.3 ..' :, .NL'I,,, NY 1131$ „ - .. fl - 04 0 1 _ I 26, JOS€PHINE'GLAYIN ` 043- 1 010 39' 'VA CROKOS 3-04- I 62 MARIALK04 043- r i1RtN , NY ?444, - 043-03-061. BA1tkT $It.''8 MRS. GEDRGUL05 KONSTANT'IN10 036 02-012 19b ANGLERS'Ii<lAD 4 a 5 CHURCH 14 " 153 83rd STREET 1233 I RAGE 2050 AVENUE 31«'1S 35th STREET GREENPORT,; iY' 11944 BROOKLYN, NY 11209 FORT LEE, N 0102 :,11REENPOATy'NY°' ', '11944 1 ONIX iSLANQ CITY, NY 11103 043-01-090 043-04-025.2 y 036-02 D13 27 . CHAS 5 FAN REINFURT 40 JOHN & DIANA RETOS 043-04 012 S3 21-40 RAS -STR5 BOURAy v, N CATHDLIG;CHURGM 035-03-030 15 MR;; , MRS, THOMAS CHANGALI 1fl=2$ 'jj%AVENUE 68 KEELER DRIVE 21-90 #Tt6 ${R111 Y'ATTORNEY5 t/4:=41AlIDU S6AND CITY., NY 11101 ALBANY, NY 12208 RIA.-NF 11104 F EL CNANGALIS LONGI AS10 � KAYE & 'SCROLL .. 138. „ hA BOX 1451 AME$ D�,W ' $ ql 4 5 DN„ R. 4 4 013 4 4,LIaCQ1Mt L► IAN A._':HICKS J 043-0 026 NY 1ITa1i' - $ETYEN�It, PA 18018-1451 28 J A�U15T0 ' : - 043-01 00 JOHN & Q1ANA RETD6 0 3-0 P If1i . Y. ' 3235 ET AVENUE 68 KEELER DRIVE 0 -3 .ry JONN'E.r H[CKSY 119 „ ALBA Y 22 - O86-02'-001 „ .. ., a6 1$li: `MRg. 036- 2 014 '" GRE€NPORT:, NY = 44 NY N 1 OBPGR7 AHI N( ,11050 221 # G � 5 ,'HIGHWAY 17-9ZW LOT 167 ` D43-03-04 f CITY, FL 33844 29144866 PITTA$ 034-04-001 42 �Bi1�A305SLAN0ING LANE 043-04-014 STATE OF YORK 11944 Sidi AVENUE RR 036-02-003 SHIRUCKAS, JR• 043-01003 FLUSHING, NY' 11354 GREENFORT, NY 11944 G R NYND DIVISION N �LAN�AGENENTION $ , REGIN4S tjAH8L1ON 57 - TH 10th STREEfi EXECUTIVE PARTMENT - OFFICE Of GENERAL SERVICES }415 fI$DL R LANA " BR CYN, NY 11228 30 GUS GRAFAS 43 GEORGE & CRS KOUKOULAS 043-04-015_ H?VHEO OVE lW SN�ON AA. ROCKEFELLER EMPIRE STATE PLAZA 034-04-002 __ 61�EENPQRT� NY 11944 40 PROSPECT STREET c/o NONDAS KOUKOULAS ALBANY, MY ' 12242IN - - 036-02004 18 CHARLES KRAUSE 043-01-002 SUMMIT, NJ 07901 1233 INWOOD TERRACE - ;6 TRYFON T'ZXFAS 2896 MANHANSET AVENUE FORT LEE, NJ 07024 . 2% 76;,32nd'STREtt', GRE PORT, NY 11944 31 GEORGE HOLEVAS 043-04-003 56 ' TOWN Of SOli1HOLD 043 03=005 ASt0R1A, NY 11105 036-02-OI7 22-17 19Th STREET 44 RENATA MAGMIT 043-04.016 SOUTHOLD, NY 11471 ' TEgHRE, 0E19011A 036-2 006.1 Tq ELI ETH HUNICEL FESTER LONG ISLAND CITY, NY 11I06 114-20 ROCKAWAY BEACH BOULEVARD 04d=03=006 y i , l I:,OQU,RT ;. . - ROCKAWAY PARK, NY 11694 57 _ 07 LAR $UL VAM 19$"if"JI .ER - , -K1 HECK 32 CHARLES GANASSA 043-04-004 B7 LARCH R SREENPORi 71944 HUN7T0N, NY 11743 19 22nd;STREET 45 DAN PANAGROTOPOULOS 043-04-017 BRIARCLIfFIANOR,, :NY 1O51p 036-2-007.1 436-02-019 JERICHD, NY 11753 20-33 45th STREET I 043;03-Op7 $ AAItOpty� SAQ9VE 5 20 MARY GilI010E _ LONG ISLAND CITY, NY 11105 $8 85Cf1ARD k KASIf P$LLEfT .:a3.0='E,iI 46th�STREET R.4, �0k 535. ' � � 33 PAUL PANTAGES 043-04-005 _ '. - 85 BEACH fl9AD. - HEp�,YpRK, NY. 10017 - ; QREEI�pR?, NY i'1994 21-51 46th STREET 46 EMMANUEL 4ZANNES 043-04-018 :e GgEENP01iT rTiS 11944' - - . : -:�` ' - 03b-OZ-011 - 21 036-02-020.1 ., ASTOR 11105 GA DEN CIT Y 11530 IA NY 229 WASHINGTON AVENUE 043 03-000 ({E{iRY'iB[1I[(1N CHRISTOPHER W. & ANDREA M. 'MANnEDIq Y, N 69 VTtICENCY F T$ SSA 29 '0'3 Ti'1St STREET MppR LAN€ NORTH 34 COSTAS DOURMAS 043-04-006 66 fCORAL ?tVENUE " '.fLU3N1WG, NY, .11358 IIREENPORT, NY 11944 24-08 37th STREET 47 DOMINICK & IRENE RACANELLI 043=04-019' BETHPAGE, NY 11714 036-02-010 043-01-004 LONG ISLAND CITY, NY 11103 63 RICHARD$ ROAD 043-03-009 jOHN;* y IA;P0P0U?SIQAKIS 22 IOSEPHINE CLAVIN PORT WASHINGTON, MY 11050 60 DONALD & EMILY HAILIGAN 10 tJo.. MOLIVIATIS . I9,G ANGLERS ROAD 35" DESPINA HARTOFItIS 043-04-007 9 POLLY PAGE 355 $atbbSTREET GREENFIIRT, NY 11944 � ' 24.08 31th STREET 48 LAWRENCE LAUEGLiA 043-04-020- HUNTINGTON; NY 11743 a BROOKLYN,-NY n2o9 3 LONG lstaeD clrv, NY 11303 475 waoD LANE BREWER YACHT YARD AT GREENPORT. INC. r , + 036-02-009 :' 23 ° ilI1SEF�4IjNE CLAVIN 043-01-005 - GREENPORT, NY 11944 STIRLING BASIN RUE) LPN IF LiHIETTA' BUYNOCH 190 :ANGLERS ROAD 36 GEORGE BISAKIS 043-04-008 220 f�ER LANE : GREENPORT, NY 11944 154•63 RIVERSIDE DRIVE 49 LAWRENCE LAUEGLIA 043-04-021 GREENPORT HARBOR BR „ -,-.#Y-- 11944 BEECHURST, NY 11357 475 WOOD LANE MANHANSET AVENUE 036-02-008 pq 111MITRIS SARIGIANNIS 043-01-DOG' GREENPORT, NY 11944 118 &'ALIGE `TSAKOS 20-22 29th STREET 37 ' CHARLES BANASSA 043-04=009 lli VILLAGE OF GREENPORT " ?s# ' , 41ERRACEIA$£NUE LiiNG ISLAND CITY, NY 11105 ' 19 22nd STREET JE EY C11Yi..wa ;•07307 50 DENNIS ZERVOS 043-04.022 TOWN OF SOUTHOLD 1 COUNTY OF SUFFOLK JERICHO, NY 11753, 7202 6th AVENUE STATE OF NEW YORK yN �mv BROOKLYN, NY 11209 I PREPARED BY: (OWNER'S REPRESENTATIVE) DANIEL S,,.NATCHEZ and ASSOCIATES, Inc. 916 EAST BOSTON POST ROAD MAMARONECK, NY 10543-4109 (914) 698-5678 DATED: 07/31 /92 BREWER YACHT YARD AT GREENPORT INC AUG3 a BASED ON: tss,or'A fry SUFFOLK COUNTY TAX MAP No. 1000 �caNNiNLDTo TOWN OF SOUTHOLD - TAX MAPS No. 043 & 036 0 100 200 300 400 500 eo�� E• M^RF'�Fe SECTION: BLOCK: 03 LOT: AND INFORMATION PROVIDED UNDER THE `a ' c2, MANHANSET AVENUE AND BEAC� ROAD 1 OF INFORMATION ACT BY THE TOWN GRAPHIC .SCALE G « - � GREENPORT, NEW YORK 11'944 FREEDOM OF SOUTHOLD TAX ASSESSORS OFFICE, JULY 1992. 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Y" kms' - � t _ - _ r � '>Q ._ . ., .. �, !. 4 , 3s - : ., .., yrs•. r 5 { .,:, ', _ ,,� ,4 k • _ c 5. 1 . 31 ' Siq _ _ - :J' S M ..Ste. t`e' �- € . x- 'g - _'I`':. x y S_ y. =x 3�,� ! .Y` � � r�._ it . - tiiu - - rre ai _ - y. y mg v. - " - - ,Y• - F- aa. =< ''C'�s'Fe'_ - t c- : - 'rl i'. 3. op ee11 \G P mn II.6T' pN (v 9 POpO I6 5' '➢ as a APO\ 2163' N 22,0' I n I ' C Wp\P Ni 22 0m h4Ep0 Po` \ x 1 I 270 ' n I I 1143 25 50 FT. IGF.= 691 SOFT IGF ' 687 SO FT I d GF = 691 SO,FLI GF.= 687 50 FT G.F= 691 SQFF,I GF= 691 SO.FT. / nd O ntl I ntlGF= 691 SOFT f%�J 2'OF= SOasQFT,12nd-F= 512 SO,FT. I and.F- 304 SO,FT) 2nd F= 50450 FSr/II,!!' /\ TH 12 F-504 5 FT. 2 F:512 So FT. 2 F- 504 SO FT. / D 33, °u TOTAL 21195501; TOTAL- 1199 SOFT.ITOTAL=1193 1/ pR I I SO.FT.I TOTAL= SOFT. .RIM ITOTA L=1195 SOFT ITDTAL1199 SO FT. TOTAL= 1195 SO F , /� LOCATION M I OAPIOE V P\°Oy AVE I 01RA6E r011110E , y// b 6d\NO1oN IB.S' I I P/ i G 1�// %TTT I]m' NO, 3' la 75 ' - 'Ir'// o �I// � / / ✓ HET'nGARAGE 10 nII IT' 1613' 11.67' 10 3!' 11 67' 'P 01RAOE� n 11.5' n / N/m m /� ueYm H.S. ILS' TYPICAL CLUSTER TYPICAL CLUSTER TYPE AO TYP8O SCALE C = 20 SCALE 1 " = 20' KEY MAP a SCALE 1"= 600 C.R 48 ` NGq TH ST ROAD }V( MIDDLE ROAD ) NORTH M ROAD ) WATERMIA N IN STR FET ) 695,9T TEST HOLE No 5 TEST HOLE No.6 TOP SOIL 05 LOAM LOAM 5 30' N.69-00. 20' F" SANDY LOAM FLAY 75 65054 50 E 40 I 9E.27 SAND AND SAND AND N' ' MON W GRAVEL fN0 _ (WHITE GRAVEL MON 01 ANO BROWN (HEAVY HEAVY 6RAVEL) ONON' O DRAVEL I SAND GgAVEL 11.0 1 0' .,...� rO iLkLI C� ��__L GVrV✓✓✓ IN WATER 14.0 N Q I m TEST ROLE No.7 TEST ROLE No.6 — \ Top sGIL TOv SOIL � 10 15' LOAN SANDY LOAM 0 GRAVEL !r a TH ND.6 \ 40 _ T� g / _NGERD7IYDN CLAY — — — 5.0' 14 5 16 / LN SAND AND 13 O AVEC IN WATER 9 B 6 STAL_5 II 20 WHITE SAND ISO / THE UNDERSIGNED CERTIFIES THAT THIS MAP/FLOOR THAN N R ACCURATE COPY OF PORTIONS OF \ \S \ y1 \ Z THE MAPS OF THE BUILDINGS AS FILED WITH AND /0 // / TOWN OF SOUTHOAPPROVED BY LD BUILDING D AND DEPARTMENT HE THE MAPS AND FLOOR O PLANS FULLY AND FAIRLY DEPICT THE LAYOUT LOCATIONS, UNIT DESIGNATIONS AND APPROXIMATE _n DIMENSION OF UNITS " A p "S " ZA DATE � y \� J / C_ P b + m I 2 z n I I1BEING DULY SWORN DEPOSES AND SAYS O B Y I I rm J a ENGINEER INHTHEHE IS A STATE OF GNEWEYORK, THAT HE RED NAL OHAS READ THE W I 25 THAT THE CONTENSE THEREOF GOING ARE CERTIFICATION 7 TRUE TO THE I O BEST OF HIS KNOWLEDGE. iI M I O a ' S1 6 O I mDl I ,I 26 O N SWORN TO ME THIS _DAY OF _1989 ° � 2B RI 7, RI "A 5 I ah I I 27 TH NO.S G r ^ J e I 3 I reNNls ,vo�,E � a m o o IHEREBY CERTIFY THAT THE UNIT DESCRIPTIONS COURT m ON THIS MAP Z L'° I I II to TO THE OFFICIAL TAX ASSESSMENT gRCRIPCONFORMIONSrUSED BY THE SOUTHOLD On I I m l I O TOWN ASSESSING UNIT, _ m Z On 3 © I I i 29 DATE TOWN OF SOUTHOLD ASSESSOR zI I I I 30 O I 1 , Ud 31 ILL LL � iCZ i I I L 32 _n 03 i M m ITHE SEWAGE DISPOSAL FACILITIES FOR ALL LOTS IN THIS DEVELOPMENT COMPLY WITH THE STANDARDS AND 33 RQUIREMENTS OF THE SUFFOLK U I COUNTY DEPARTMENT OF HEALTH. 34 ➢ Z I O a t U I I I 35 N I I 36 I TH.N0. 7 II THIS MAP / PLAN WHEN FILED IN THE OFFICE OF THE CLERK OF SUFFOLK COUNTY SHALL O' COLLECTIVELY BE DEEMED TO BE THE -I I FILING REQUIRED BY ARTICLE 9 B SECTION P OF THE REAL PROPERTY LAW OF / D I THE STATE OF NEW YORK AND SHALL BE I _/ 1 O _ CONSIDERED IN CONJUNCTION WITH THE DECLARATION MOOR ESAND CONDOMINIUM RECORDED IN 1 yb I SAID OFFICE SIMULTANEOUSLY HEREIN. \\\\ 36 1 I 33 39 © THE LOCATION OF STRUCTURES SHOWN I HEREON CONFORMS TO THE REQUIREMENTS 1 i 34 v , 40 OF THE ZONING REGULATIONS OF THE TOWN /I 33 OF SOUTHOLD.<s / ' tiP h TH Nos —J9 TAWS A'y N `4LL i © / N � A •9 Go ; \ 48 47 46 a5 , r i -Provide cor;ier• curve 70SCENIC BUFFER i V I 91 ' \32' .,r" tell 58015 ode N. c 63603 _ 00 W. ___ 6WATER MAIN L I cc -- s. 7445 CEDAR FIE LDS D R I`i `'E g89 c„ - Provide hurizL)rIMJ cur,.t. N /0/ F JOHN A COSTELLO CONDOMINIUM MAP OF MOORESLAND FILE NO.'.c- 6q-1J APPROVEAT AREA MOORESLAND = 22 . 255 ACRES SUFFOLK CO. PLANNING DEPT FLOWING BOARDBY E rowN of sourHOLo SUB,O REVIEW SECTION GREENPORT 14n4(e "v1989 BY: eA CHAIRMAN J ' TOWN OF SOUTHOLD � to I31RY The subdivision of this parcel, as proposed, DATE SECRETARY SUFFOLK COUN TY N.Y. has been approved by the Suffolk County Planning Commission subject toiD conditions deemed neces- 1000 040 05 _ sary to help preserve he traffic safety and carrying capacity of Middlz2�Eld,ncouln4yT.Und • SCALE II' = 601 Refer to letter for conditions. JULY 3, 1 9 8 9 OwNEN JOHN A, COSTELLO 206 WIGGINS LANE V, NO g� GREENPORT , N.Y. 11944 ywOJ, * Mer RL �= CERTIFIED TQ I HEREBY CERTIFY THAT THIS MAP WAS MADE BY US FROM AC PECONIC SURVEYORS , P.C. COMPLETED AND THAT ALL CONCRETE MONUMS'S BLDG. ZONE DISTRICT ' HD TRANS AMERICA ABSTRACT SERVICE HEREON ACTUALLY EXIST AND THEIR POSITIONS ARE CORRECTL ;AND ALL DIMENSIONAL AND GEODETIC DE AI S ARE CO RECT516 ) 765 - 5020 NORTH FORK BANK B TRUST ROD Box 909 FIRE DISTRICT GREENPORT DIANE CARROLL /MAIN ROADSCHOOL DISTRICT: GREENPORT DONALD BRACKEN �DHN I METZGE .Ys L.S LIC SOU TH0 LD , N.Y. 1197-1 87 - 2093 M1T °o e�y ICP t C i 0 O y POP TEST ROLE No. I TEST HOLE No.2 TEST ROLE No.3 TEST HOLE No. 4 4b d Pp5 CLAY TOPSOIL 0.5' TOP SOIL TOP SOIL 05' ; NP1P ,j 20' 10 S4P0 SAND LOAM R LOAM SAND a SAND LOAM LOAM CLAY NPg tY, GRAVEL GRAVEL GRAVEL 3.5" PO 10 DAVE 5.0' 45 WINARiN SAND SAND AND SAND AND 70 HEAVY GRAVEL 00� AVE GRAVEL IN GRAVEL SAND AND IN,WATER \NGTON WATER WHITE,BROWN GRAVEL IN AND ORANGE WATER WET SAND O r 16,0' 160' 16016.0' �he4 10 Z. FILE NO.: 5-51) 84- 18 SUFFOLK CO. PLANNING CEPI KEY MAP SUB,D REVIEW SECTION A. . $ SCALE 1 "-600' C. R. 48 ) � ST MIDDLE ROAD NORTH The subdiyision of this parcel, as proposed, ROAD ) has been approved by the Suffolk County Planning ( NORTH Commission subject to 10 conditions deemed neces- sary to help preserve the traffic safety and carrying capacity of Middle 2odd,n co�ratd . ; Refer to letter for conditions. GR NWY_ ACT.) N. 71" 28' 20DE. 312.65 �( ACT. ) MGM 288.73( 75.04, 7569' �Nn, 571°28'20"W " MON. 86 88� 75 04' ( 60 N. 69-00 �20�� E . 41.57' PNo 166.26' 80.90 9_MGM - O W Z a I O WD 792 24 ,yS �(i� N m 19 19 s° 0J N r N _ W m N 3 G O 22,227 6 20,714 821,112 21, 695 m a a G Z v yG�fr�\ O 28 ,9218 m a at H: ) amOm J ?8° 36, 429 ,p n o (n � ° ID' O m F F1 J I.LJ F1 0 O 0 7 1.'32'99 75 00' 7500 75.20 -- 26, 1T3d 337 6.S X3299 — N75° 31'23"E --- — 225.20' N B3° IN, BENNET RD. EXT. N 71°26'40"E _i' BENNETT RD- 31'23" E 1/ 045' 9i i SO' `r 5 75° 31'23"W 22200' „ ry O O 28723 ' ° O i� PO y2 9495' 13205 ' 31 r- L= 15 Oi' ui z5' it m _ O 20, 83 9 8 " I C N. 73° 58'10 "E , 282 00 '� 39 - 38 — m a°' m 21, 1454 0 20 ,3988 N m rn in - w '^ -$ O -O 13, m ,p - - N � ID Irl r 21 , 1508 m m ° O � m N) O N 73°58' 10' E, 282,00 13600' 132 00 _ J 125' J _ S 73° 58'10"W. 268 00' 0- w0_ 0 Z .0 (n M1 0 3T N a O " 21, 1508 v 20, 100 '8 30 N. 73° 5810E 282 00 2fiB 00 {J 73°58'10"E � Q _ I'- -o DC II TH No.2 00 -0 z p W O d a w 36 9 o S 21,150 � P U I 8 0 UL 20100 40 Y , N, 73° 58' 10'E 28200' a. N. 73°58'10"E. 268.00" J O UL 0 U- o Ir W .p 12 p I .p O W 0 LL 0 V) r 1 DO 21 , 1506 _ 35 U. O Z N.73°58' 10" E. 282 00 rc 20,000m 8 5 I = N. 73' 268.00 I M 125 ' 13 0 a o Vl - O 34 IIs' .p 0]C_L0JJ3) FINISHED GRADE 21 1508 ~ VI . "11'MIN, _ _ I'MIN. V, r 2D,DDDd ^ hwz'MAX e mMAC N.73°58' 10"E.— 282. 00I W1 1/a.,:I' .. N.73°58.10"E. U 268.00' 1 T — 4" PVC 7. U! Z - Lal — W . T A"PVC 14 pp Z V,I W e•MIM. Goo aD FT 0 W n LL o 33 W -' w��MART AIDE WALL ARE♦ ry 0 W H 1 LEACHING POOL r U d LL r �, U N T Z A VE T So° GAL In 21,150 Q e SEPTIC rANrc 20, 1001 N U 0 N 73° 58' 10"E. 282 .00' 0 N. 73° 58'10"E, 268.00' O W LLJ EMIR. _J GROUND WATER - I5 -p V CL Q o 8 0 "0 32 8 o w O < TYPICAL SEWAGE DISPOSAL SYSTEM 21, 150 I F 20, 10 r B o _ N 73° 58' 10 'E. 28200' 3 `p w N.73° 58 10E. 26fl 00 ' 136 00' 13200 ' - 0 O I6 M o 0 u m 0 o A 0 8 m G m m 9 '^ 21, 150 z m '^ zs' e�X `S ? L= fl07 za Iza' N �� ER 0 aVICE - S 73°58 IO W. 281 88' nA. Kd 'DIJ N IT „ 2I, 152 - 20, 592OL 2 3Y30" 20 , 1578aIP a"o M � � 9 s T.H.No,3 W= _ So 100 55' 132 00' _ WATER MAIN. - SO / p L6/, $ RDA 0"E 232 55 EnIX LGM'F STAPLES aY - IB 2>jS / p m MON NINTAn • POlaEa1°M i . N A TYPICAL PLOT PLAN O d' 2 . WASHINGTON AVE EXT, 00 a Z. w SHiNG7DN 20,066 v0i = ' 'f - AVE, SO,Ii HEH LY LINE Of MAP PON Z4 I W N --"r�r�- / ! P THE SEWAGE DISPOSAL FACILITIES e r - .J AVENGFILED E APE FOR ALL LOTS IN THIS DEVELOPMENT 3 19 a r Z N/o/P COMPLY WITH THE STANDARDS AND 0 n aa;A REQUIREMENTS OF THE DUN TY 8 m. °Q /. W DEPARTMENT OF HE lA 3V 20, 115 \Ny' : I HALSEY STAPLES ` LLJ FNDMo Q S Ff 'E TWO T. Q� H. No.4 rte, cL• ° 496P 40 soNE 9 / c THE LOT LINES OF,SdBDIVI9WN MAPS AS FILED . CANNOTIRE 00. 6 . O J ALTERED WITHOUT PERMISSION FROM THE PLANNING BOARD, ION MAP. � eo i5 AND LOTS MUST BE SOLD A's3SHOWN ON THE SUBDIVISION (49618 LANDSpt'M6rzCOrreC'ta119nHEREBY CERTIFY THAT THIS MAP WAS MADE BY US FROM ACTUAL SURVEYCOMPLETED AND THAT ALL CONCRETE MONUMENTS SHOWN THUS• HEREON ACTUALLY E%IST AND THEIR POSITIONS ARE CORRECTLY SHOAND ALL DIMENSIONAL AND GEODETIC DETAILS CO REC AREA CEDARFIELDS = 26 . 453 ACRES 7 049616OSUBDIVISION OF CEDARFIELDS JO T. METZG R . ,S. L S, LIC. NO, F NE'N1 AT CERTIFYTHIS IS TO PLANNING BOARD OF THE TOWN OF SOIUTHOLD BY RESOLUTION PROVED BY THE ION OF APPROVAL DATED G R E E N P 0 R T O 10 BY DATE TOWN OFSOUTHOLD CHAIRMAN, PLANNING BOARD SUFFOLK COUNTY, N .Y. - OWNER JOHN A. COSTELLO 1000 040 05 206 WIGGINS LANE SCALE I " 60 GREENPORT, N.Y. 11944 CERTIFIED TO JULY 311989 TRANS AMERICA ABSTRACT SERVICE PECONIC SURVEYORS , P. C. NORTH FORK BANK & TRUST ( 516 ) '765 - 5020 BLDG. ZONE DISTRICT : HD DIANE CARROLL ; P. O. BOX 909 FIRE DISTRICT : GREENPORT DONALD BRACKEN MAIN ROAD SCHOOL DISTRICT: GREENPORT SOUTHOLD , N.Y. '11971 reviwon 8 -6 - 89 SHEET I OF 2 87 - 293 S -SL- J'q-- Ik FINISHED GRADE '✓'' J DR, F.j,` _ ' MIN _ I'NIN ' T` F° TN 2' NA% i° 2'NP%. i pD THE SEWAGE DISPOSAL FACILITIES 1 T F" +" FVC „f n� A.. PVD zrLjg�ACHING FOR ALL LOTS IN THIS DEVELOPMENT 1}li - COMPLY WITH THE STANDARDS AND ' „ L„ o. c b 9 B'NIP- 3DD SO.FT. 1 SNIE II,LL AMA wIR REQUIREMENTS OF THE SUFFOLK COUNTY oE0TLEACHING POa ICE DEPARTMENT OF HEALTH. LANDg o ix 90D 6ALf SEPTIC TANK aM% /�� �5F-p I, MET29L ' Jm C9F0H ((1I-_{��(� p, /� y{ �ydry�� (�rrec cl Ll---mer. �k0eii IS na GIX I "1 " p 1. 2 NI� OSWND Nr h aZQrdau .1°3 -s -tnracL. �q'yqTJO�� w a TYPICAL SEWAGE DISPOSAL SYSTEM — — — — — w a WATER AGA o AIN MF OFN E4' LL I V_ w ' TYPICAL PLOT PLAN O FNP o >L SHEET ONE a I f eR.Nox ( C.R . 4S ) I NR4 ; { MIDDLE ROADoDx �-{ KEY MAP MID ROAD { { ) v F IEID kterRmrs eoI < WASH GTDN SCALE 1"=600' NORTH ROAD MAIN ___ WASHI � GT QVE. . _ - 279.12 PAID FNC. Y S.73 CO 75.00 75.00 NlR1.3'-LWe eF!OrP PGPTR ai. LIP p' 8.00LE F�Id N/O/F w HnLSEY - STAPLESZ FMON. w >aZ O VW N / O/ F JOHN A . COSTELLO Ob o29LH.No.4 '". N/O/F I ``7 0i 8 0; 22 2050525,078423,495PAUL COR WIN Rz0 M O- 58°150 _ 220.21q 2A'Sg9 J635.02 __. 75. W q - °p0, E D £ N 45' 00' W . DRI V E a I - CEDARFIELDS N 'S6o15 755° R g Z 599.10 W Y5 O O N/0 /F - e 55,6 0 o MAfi J F BUNYO 1 ° � w • N Q I m N 74°45' OO E. 2132 z N £ _ Ip ORIE , \TG F o D ui B m II z WD O. TA 25'2 V - N O NDN M4fl JOfllE M BUNYON - D 'fc d ID O H PON. R-i <R 9p0 z �° o> 23 b 2\'066 0 y N Iri T7-g1 7.0.001 N 39 50 .� II IAB 11 L O$ L W 2a b 20,p0T s G o q8 I FILE NO. :S-SD- 89- I8 " T13 AID : 38 n� SUFFOLK CO. PLANNING DEPI _ IL 069 '� 75.Do 0 OPEN SPACE No N 75.00 SUB,D REVIEW SECTION NOVMberl)981 BY: af—z 7550 W10 � DI N O O N 7550 The subdivision of this parcel, as proposed, _ s a o has been approved by the Suffolk County Planning _ O0 75 50 - Commission subject to 10 conditions deemed neces— SEP O N sar to help preserve the traffic safety and Nf 7550 x15, O0° W' carrying capacity of M1 �1Z Qoga, Q CO uriiZJ f00.CI ti 0 wetl 5 58 t Refer to letter for conditions. MO 669.70 ( ACT) f10 OF GRED 01, I HEREBY CERTIFY THAT THIS MAP WAS MADE BY US FROM ACTUAL SU LANOS SUBDIVISION OF CEDARFIELDS FRO pGE nExic v AND THAT ALL CONCRETE MONUMENTS SHOWN THUS:• HIr S, 74x 45' OO"W. V\\-\' EXIST AND THEIR POSITIONS ARE CORRECTLY SHOWN AND ALL GEOD ANAL �Py�O AT ARE CORRECT. �.I GREENPORT N T. NET G .YS, L. I� " N /0 / F LAND sT ND. 496+0 yoe N THIS IS TO E THAT THIS SUBDIVISION PLAN HAS BOARD OF THHTOW AOF ES ING TOWN OF SOU THOL D E TOWN OF SOUTHOLD BY RESOLUTION OF APPROVAL DATED TEST HOLE No.4 PER APPROVED BY - SUFFOLK COUNTY, N .Y I -• OWNER � JOHN A. COSTELLO I" I BY DATE 1000 0 40 - 05 206 WI GGINS LANE TOP SOIL - OS' CHAIRMAN, PLANNING BOARD GREENPORT ,, N.Y. 11944 CERTIFIED TO LOAN CLAY SCALE I " = SO i 3.5 , TRANS AMERICA ABSTRACT SERVICE SAMJULY GRAVEL- JULY 3 1989 BLDG. ZONE I DISTRICT HD NORTH FORK BANK B TRUST HEAVTHE LOT LINES OF SUBDIVISION MAPS AS FILED , CANNOT BE ALTERED WITHOUT PERMISSION FROM DIANE CARR OLL In WATER THE PLANNING BOARD , AND LOTS MUST BE SOLD AS SHOWN ON THE SUBDIVISION MAP. I _ fFIRE OISTRICT GREENPORT DONALD BRACKEN SC1601- DISTRICT : GREEWPORT PECONIC SURVEYORS P. C. . ( 516 ) 765 - 5020 P. O. BOX 909 _- MAIN ROAD - - - SOUTROLD , N.Y. 11971 T SHEET 2 OF 2 87 — 293 S — SD-89- 18, il az_ — 1 q.. o .e; I Iw•z=.1 l rt.�nr IB.70i rHael LIE I - eco G 2 T— xt:S-T nrb GRi ab� I Jt+1.�G'1i1Y4 i/tJitf-- '�'.--. �' ( j2 p a f. _ _�_ I—. .—. .-_ c`. .--__...� . —..�--_._--____ - - _- __ --. ___. . _.___. - _ _.-._. . __.-- . -__�. __._._ _ -_. . 1 � � q P.Pc T�•s m vlq,�+ W S RucT U Q C i._.. ^._ - ___"_� pna P' Baa,• ry �1� a I th 1 = GFIIE CG gym � '-• GE:g2C1 i,' S L i v,i i z •e I� �, GC7tN 3A°r/a �•. bl - 20�'!><}i 1 w 1 P+ pi'i'. ...I'r E311" I 20.b+r �.a�r�,a-sem•. ___-_.. —_ __ _ _— --_.._�_.._. _ _ ..--y, . � I 1 .. ✓Rlh'STL —.�—_ ,__._ __ _� 10'x e'' I - .`�U M M,tyriY• Of fCa RMS DG'ap1 nJ A G&@'' COMPT1 A-TI GI1JT � � � ° `.}� — z.r�rlf✓ N"' � � GAT cM �,5�rJ /J�' �. �o �'''��� Ld.�tF• l Q K I Q� c+ cl y 1) ,,�7E tJ� YL i 'G.t7c;•++ I3A6in1 N ' '5 'FyG4 �.. �� ____—__. ______ __ � ._ - .__ — F R � { ,.rP .•I l ;4N iMF20UVs0 , rr I _ I Z.cnl E r.,7 1�1 r✓.TciF BA5 � I + o�r�cz L_,w w Sa tit• T VFfZ C:Aw. �O .. .. ...-- f{crz, tJ Vyl cajGN 8"J'AJ n7T' �}_ _. 5 ot+f I� x I2 ' Z.GN +OpserGro 10 aet " n7 A / "TR•AL rloSr6/L. 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ID zs' a GO 20, 839 p I W N 73° 58'10 "E 282 00 ' R 38 60 I GO 4i 21, 1454 n 20 ,3984 r M - w L o 09 o m _ may ) o in r' N N - 21 , 1506 m m °o _ Oto OG N 73-58' 10"E 282 00 ' m O 136 00 132 00' J J _ S 73° 58'10"W 268 00' Q W "p 10 0 .o Z ~ ° F o 37 OL U) p21, 1506 ti Q L) 20, 100 4 30 N 73° SBIO"E 282 00 N 73°58'10"E 26800' a F- 7 o II LH.N o.20 - _ p J Z ° w d 8 Lu o 36 OV = 21,150 w i 20,1006 4 Y W 73° 58 10 E 282 00' x N, 73058'10"E 268.00' J U. A Q -----__ O O LL a p 12 0 l ° w o 0 1 0 V) DO 21 , 1506 35 LL z 0 Z N 73°58' 10 E 282 00 z 20,0004 m 268 W ' R m N 73° 58' 10"E M 125 ' Y r ° d0 34 $ 'a Y FINISHED GRADE 21 150 NO 0 N J U O 1' MIN = I' "N's U r 20,000 4 r ti 6 LuJ 2'MAK n ° 2'Mw N H73°58' 10 'E - 282 00 1 0 26800' m /R -� , J N. 73°58'10"E. V f- L 'L T Z I IJ.I N" PVc T, _ W po ,"PVD 14 _ Z W - 0,ANN 300 !o FT O° w O Vl u_ p 3j w O J WI�MART !1°E W4I MEE N O NO U_ H 1 LEACHING POOL ' " U 21, 150 6 4 V r_ O Z AVE T 700 GAL En Q 20, 100 I.L. 0 I SEPTIC TANK N 73 ° 58' 10"E 282 00' Q N 73° 58.10"E, 268.00' Q tij YMIH LLI J GROUND WATER _ I S U -- - d O ° D p ° p 32 0 TYPICAL SEWAGE DISPOSAL SYSTEM 21, 1506 6 F w BO g I ^ 20, 100 0 N 73° 58' 10"E 282.00 3 - _ N.73° 58' 10" E, 26800 ' 1° 136 00' 13200 ' 16 m °IS 'N 0 ° GG ° GO • 9 GO '^ 21, 1506 m z i0 NO HOUSE :ui . 31 8 30 8 ° i r SERVICE S 73°58'10" W 281, 88' n m rEn m D 5' SEPTIC TANK ° '� _ d 11 10 m MIN N 17 '' ' 21, 152 - 20, 592 i 6G � S LEAMIxf FOOL Z 3j 5O" 20 , 1574 p !,• lO Y _ wn 1° P N' n NOR sG M nj S' TH.No.3 p I 90 100 55' 132 00 ' g� W WATER ROAD _ SO / �• N.'3°58'10"E __ 232.55 ' GF lTEPLflE� 3• m NORTHERLY LINE _ '� NONUMENTATON f ROffEl10N TYPICAL PLOT PLAN O d B$ • J Y WASHINGTON AVE EXT. o a WASH�NG7DN 20,066 _ `° _ € - A VE. VI p°TNER LY L1 HE OF WASHINGTON 2€ I w N THE SEWAGE DISPOSAL FACILITIES /= Rv2xuE ASPEN FILED MAP FOR ALL LOTS IN THIS DEVELOPMENT 3 Ig 2 . r' O COMPLY WITH THE STANDARDS AND o v 49" N/o/F REQUIREMENTS OF THE SUFFOLK COUNTY20, 1156 m' N`''� �3"W HALSEY STAPLES - �- DEPARTMENT OF HE LTH. o v �� e W W - to y 20T MON J FND Q < 2�T40 SANOS& Y ,66 '32 SHEET T W 0 - -- 0 T H. No.4 T r � 8 0 THE LOT LINES OF SUBDIVISION MAPS AS FILED , CANNOT BE '¢ N' E O J ALTERED WITHOUT PERMISSION FROM THE PLANING BOARD, G, J'F4961 �O/z� 8° �5' 0 / 1c AND LOTS MUST BE SOLD AS SHOWN ON THE SUBDIVISION MAP, OF (l� ( 1 1 1999 V ,�; HEREBY CERTIFY THAT THIS MAP WAS MADE BY US FROM ACTUAL SURVEYS �LAN�g ,1 ; - ' 1 COMPLETED AND THAT ALL CONCRETE MONUMENTS SHOWN THUS D '[S v N < R PLJ 11iP��t�L�'U' - 6 HEREON ACTUALLY EXIST AND THEIR POSITIONS ARE CORRECTLY SHOWN ��'- S' MEP, G ✓' ANO ALL DIMENSIONAL AND GEODETIC DETAILS CO REC p 4'F FL AREA CEDAR FIELDS = 26 . 453 ACRS i z '� � 9 ° SUBDIVISION OF C ARFIELDS 9 JO T METZG R VIHS. L.S. LIG. NO. 4961 y I�MN NAT THIS IS TO CERTIFY THAT THIS SUBDIVISION PLAN HAS BEEN APPROVED BY THE Q. 496 8 AID GREENPORT PLANNING BOARD OF THE TOWN OF SOUTHOLD BY RESOLUTION OF OF NE. I APPROVAL DATED = -' BY DATE TOWN OFSOUTHOLD CHAIRMAN, PLANNING BOARD SUFFOLK COUNTY, N .Y. OWNER JOHN A. COSTELLO 1000 040 05 206 WIGGINS LANE SCALE I " = GREENPORT, N. Y. 11944 CERTIFIED TO JULY 3 198 TRANS AMERICA ABSTRACT SERVICE op .PE CONIC SURVEYORS , P. C. NORTH FORK BANK a TRUST ( 516 ) 765 - 5020 BLDG. ZONE DISTRICT : HD DIANE CARROLL P. 0, BOX 909 FIRE DISTRICT : GREENPORT DONALD BRACKEN MAIN ROAD SCHOOL DISTRICT GREENPORT REVISIONS OCT. 17, lses SHEET I OF 2 SOUTHOLD , N.Y. 119 71 revision a -e - e9 87 - 293 i FINISHED GRADE ( 4 1. �1\`GF° LO •P MIN 1'MIN - - �^,,, 7 2'MAX A A 2'MAX Icd, r THE SEWAGE DISPOSAL FACILITIES _ +F{ •°� • L T VLIE.C.IN. FOR ALL LOTS IN THIS DEVELOPMENTPv0 Z.I,. �" PVC COMPLY WITH THE STANDARDS AND e' IN 300 sG FT REQUIREMENTS OF THE SUFFOLK COUNTY u c' ° 'SIDE MY LL E11EA R O +•• LEACH'NO POOL ICE DEPARTMENT OF HEALTH. d L .ERNINA900 GAL KV SEPTIC TANK ¢ ,O°' tOMI•VE x0OLMIN TOROUNO WATER-}- — GLAND 3U �� TYPICAL SEWAGE DISPOSAL SYSTEM WATER MA,„ yak S. METZU R o TYPICAL PLOT PLAN Z�\'° s� \ I \ ml 0' N E a T B MGN , Y SHEE d9G�% MD �V� � C R 8 ) EE M"N 0 4 KEY MAP R A O ( _—�F STFP E eo�l ` ASH / -/_T MIDDLE 1 --- V „OR,REELv u1EOM I PoSSE It IJ / Onl o SCALE I"= 600' - u,A P ROAD _ -- — WASHINGTON AVE . EXT. O MONUME AVE. , ( NOR�TAHN ROAD ) _ - NN - 279 Ie Marta F 5 -3°5810 W I 75 00 75 00 E0.LY unE OG WOM—HI—`� \ Si. P NGRiH N 411@ 8B 00 SCUT" RS PEE: f° c NyG' AVENUE w Id N/0/F (LI �_I2 L2 m HALSEY STAPLES Z i y Z OIND. ` / r Q 0 D o Z (C n C9) J m N / O/ F JOHN A COSTELLO TH.RIGA �. £ 27 28_ - N / O/ F 0: 0784 23, 4954 PAUL cORWIN _ .y's` le eZ £ 22, 205 25, 1 z n A,EP z 26 0 a O O it J 8o15�Op RK �3z Loc% la li z �. ZA ,569 w_ o 6 5 so a o. `0 • I � � -- 635 02 E D £ n 0 _ W _ 11 DRI V E N sBo " 00 s7a • 45' oo" w ' CE DAR FIELD w° 25 A 599 I (T W ID M4R JORIF F BUN YON S5 O6 O 2132 Z '� ;'S Z�1b F �^ N B Q i I m N 7.O45 00 E WO 0 ZA b/" / Z , V N o m FNO - M4R JORIE M BUNYON_ MON 1E P L W p6 8 Z`3 9 D N N Jq, a W LF < Ey 00 DP O 22 b 20, G _ 17 9I ?1� 50 20.00? 39 so 10 5 G No m qg CO Z0,00 I p69 N N N 5 OPEN SPACE LL p0 Q APPROX 0 ON OF ° WELL FIELD PROPOSE0WELL N m WELLS N o 7s so N ALL SEPTIC SYSTEMS TO BE 200' FROM u 1550 S J PERMANENT EASEMENTS TO BE �UATON& MA�TENANCE N ° II CJ _ 3 VILLAGE OF GREENPORT FOR INS ° OF WELLS 6 WATER MAINS-' 0 755o ti "q" _ l �'�_ ..QCT 17/9� g 200' 75 So OpM W �lilh: 1 we' S° s 56• ��NP OR C • NON Z MON 669.70 ( ACT ) Of GR ,fLAND& SUBDIVISION OF CEDARFIELDS FRO I HEREBY CERTIFY THAT THIS MAP WAS MADE BY US FROM ACTUAL SURVEYS COMPLETED �., L mer RL PG APS—" "E' AND THAT ALL CONCRETE MONUMENTS SHOWN THUS: ■ HEREON ACTUALLY AT I S 740 45' 00" W. v�L(. EXIST AND THEIR POSITIONS ARE CORRECTLY SHOWN AND ALL GEODETIC: DETAILS V � P 9 O ARE CORRECT .I Y-• p —y(��,. — �,&. ! " r • Of 01 HN T.T.M I,tET YG'? LS LIG NO 49618 GREENPORT 41N .� 490i �OF NE'f'1 yp4 TOWN OF SOUTHOLD / L A N D N / 0 F �/ THIS IS TO CERTIFY THAT THIS SUBDIVISION PLAN HAS BEEN APPROVED IBY THE PLANNING SUFFOLK COUNTY, , N .Y. BOARD OF THE, TOWN OF SOUTHOLD BY RESOLUTION OF APPROVAL DATED TEST HOLE No 4 , OWNER JOHN A. COSTELLO BY ._ DATE 1000 040 - 05 - TOP SOIL 206 WIGGINS LANE 05 , CHAIRMAN, PLANNING BOARD SCALE 1 II = 601 , GREENPORT , N.Y. 11944 CERTIFIED o LOAM OLA, 3 sJULY 3 1989' TRANS AMERICA ABSTRACT SERVICE 'AND THE LOT LINES OF SUBDIVISION MAPS AS FILED CANNOT BE ALTERED WITHOUT PERMISSION FROM NORTH FORK BANK B TRUST NERVY GRAVEL THE PLANNING BOARD AND LOTS MUST BE SOLD AS SHOWN ON THE SUBDIVISION MAP �D BLDG. ZONE DISTRICT HD DIANE CARROLL FIRE DISTRICT GREENPORT DOINALD BRACKEN SCHOOL DISTRICT : GREENPORT PECONIC SURVEYORS , P. C. wA+Ee n* IG 0' ( 516 ) 765 - 5020 _ PO BO% 909 MAIN ROAD SOUTHOLD , N. Y. 11971 REVISIONS OCT. 17, 1989 SHEET 2 OF 2 87 — 293 C �SCEN TEST ROLE No. I TEST HOLE No.2 TEST LE No.3 TEST /C mg'' �°" HO � y . ROLE No. 4 \ m ' 0 ° - CLAY PGRAVEL y PP 20' OS' T OP TOP soa iSAND q P z GRAVEL LOAN to, OS OfliVEL NOR SAND GRAVEL L04N CLAY EP° 5.0' 4.0' 3.5 ' I GRAD Arv0 �✓ a GRAVEL Al. 70HEAVY GRAVEL •e ���" VEL S.TE GE1610160' fi0 Ga wnrE 160 S Gln JET Snva zI w Vl ro 1 ECr , v�s S?; y„ 1 OAD „ s N IN � � KEYTYPICA TYPICAL LOTS B Incl. SCALE 1”=600' �� O wU�= •:DSM a : I ; LL a v =tis MIDDLE ROA D C. R. 48 IS y T'. 'IB W ❑ y .j aco NORTH sr. ar "` C - 1 z z o D NJ =rom - f ` ( NORTH ROAD ) W ° - _ MAIN ROAD ) > � �, , fit• _ 1 cn ,r f � FINISHED GRADE �\ T FO{ Q C f O p 2'NAN mb 2'MAX. t` ' 1 ' N 4.O' 1 Ile I', THE SEWAGE DISPOSAL FIACILITIES �C ,A � N - 1 FOR ALL LOTS IN THIS DEVELOPMENT PAr2j� o Pvc Rm 4" Pvc COMPLY WITH THE STANDARDS AND ° `b b E'dIN. apo so.FT. REQUIREMENTS OF THE SUFFOLK �• o {° {Ipe wSU A1IElI W a DEPARTMENT Ok HEALTH. °.'O AMDSV'9 0 DO 'NNARmSoo GAL. N ` ' 9n i \NSEPTIC TAN" QTO 51 11 OL N ,�.+" , ''2r NIH. T {ROUND WATER mz 1pt O asR\ yOw a FOF NE`t`1 / w J TYPICAL SEWAGE DISPOSAL SYSTEM — WATER RAIN —� FN "w WATERROAD I .•• f \ TYPICAL PLOT PLAN I ONE o w T a � Q N SHEET 1 / � , I GR NDN. , KEY MAP C•R PND. x ROpD _ —wDRiN�WJ iE°ok{r WASy�NSTDN h SCALE I ',600 MIDDLE ) --- WASMIIGTON -AVE. EXT. , „;NOME „ AVE. SN ROAD ) N _ ( NORTH ROAD Mz7s.1z' N� r ( AIN o 5.73°58'10°W. 7500' ST. LINE OF'NA M'o." I R " DP 00' 88.00 75.00• Sao THGRIS PEe F`�EO ZS 41.12 AVNNVEAS STAPLES L=122z m HALSEY ..__C...I.M_I,.—�GUYFPNd !NC11ONS UDERSUPIE NON. PAGE _ � .-..J�w. gam' y m M FIRM ` b tiF N a - Q SU9fECt .O COVEW4NTSS RESTRICTIONS UGER • ° ro �.e.•.�....�.�.._. PAGE_ 'P 0. g ,IILt"OLH 1 .U'.I "1 DEPARTMENT OF IIFALTH SERVICES , 27 2B N' o/ F Ha• ,.,. „i , o I\ew yr,,,(,; ( , 9 N) 0pFy1 T.KNa4 25t4 85 coNJOHNpCOSTELLO N/ 0/ F PAUL Thi mcertifylt,attheF pose ar a5 9c0Oefme !t f ' 07i=rs,N\ 25, i5BE.g8, 22, A05 ZFa 3rSPusffb por hwith 4A a I I These f,; q, YI 1 C U esg' 69 I%p �V b - - f"A• C015U .r IJ . I, iriyl eftr rat the ( c ,5 w - L Z.B �` ye ) iin. my r' the ov I "I s,,In�,vl , c� . l _ q,A1 a, yAS _ ...I a G4 -_r1 {)� r UL t � w1Wth'-. C;vl nc - - I V• t�imt 2 a OQ . R0 689.68' Op° E• \ z o -W' I t - 'r. $ - ., . . .. r .. ,T Y e hereby g, on f I , II ., nt th, S6, Cy w ,0 Q I •A 'cft 0110. n I� eo Ent appears Ir I' ,G. r f h+ C -!Idi V ' RSA 6� - a W rs LIG kFt 3 s I, ...,r' N.SB 15.50 I Z I - L.41301 I Y NISI 496.39' ° £ w � . . 2331 _ s • eY F BUNYO ' , bort au. wth pnxlsc v�of rhOF I' v _ E OI �O N/0 ' i W I D R I V L. 6223 7" 'f,5 FH _ o to M R J W S.74. 45'00` W • C E D A R F I E L D S R. 734'69 A ORIE N µ —ice-- Ld76.10' ° lh !( L= sobs' 2\t !" m � _� ue n, ..,. .. '#' a' Erna Z I 1 n N.74°45 00' E. W o ® y5S MAR JORIE M. BUNNON _.......e..,to .....".��. ', "! W MON. Q I b ' onD. J I W O £ 23 t\Fp4G 0 W' N u TT'q\ F I z ° \24p ( P 11 r 90.pO. G o ZZ q,0•' G IF S4 ffpO�b N, \ m 3q 50 .I I ^' 20 p0 20.pigbA9 ' b a 76'0 s. W 20 ap6 � N - p OPEN SPACE ALL SEPTIC SYSTEMS TO BE E00' FROM WELL NM 0 AREA= 3.9711 A RES N ' j5.5 o µ 74' 45' 00" E 3 � 50.00' o T5 50, a• 8 0 ( 0 6 NW -i EASEMENT i " °o well 79 75.5d •A� OO c _ Ct 433.56' ��50.00' mMON 9 59 GRec NP OQ� { C 669.70' ( ACT,) I of ,.AMOs ._ SUBDIVISION OF CEDAAFI�ELD'S ' {, 433.„1 IND 2 I µ 74' 45' DO" E. � ' I HEREBY CERTIFY THAT THIS MAP WAS MADE BY US FROM ACTUAL SURVEYS COM Vq G' wOAND THAT ALL CONCRETE MONUMENTS SHOWN THUS:■ HEREON ACT \>,x' MERl G� w T „ Lp EXIST AND THEIR POSITIONS ARE CORRECTLY SHOWN AND ALL GEODETIC BETA[ ' p\'' �r 4�. /- A 1 i MOO: S. 740 45' 00 W 1 V\� ARE CORRECT. - �LL' .r � gn p Q ' { \ ' GREENPORT OF N T.MET I .Y.S.LsS LIC, N0. B A mss' /0 / F LAN D +,FpF4BByo� TOWN OF SO'UTHOL D PARK NTHIS IS TO RTIFY THAT THIS g @E NE BOARD OF THI TOWN OF SOUTHOLD BY RESOLUTION HOF APPROVAL DATED„ THE PLAN SUFFOLK COUNTY, N .Y ,TEST HOLE No.4 ,. ' 1000 0 40 - 05 BY DATE - OWNER JOHN A. COSIII TOPSOIL OS• CHAIRMAN. PLAHNING:BOARDM I 206 WIGGINS LANE LOAM CLAY 0SCALE 1 60 GREENPORT „ N.Y. 11944 CERTIFIED TO : JULY 3 , 198 9 3s' MAR. 5, 1990 1 revision TRANS AMERICA ABSTRACT SERVICE SAND "` - - THE LOT LINES OF SUBDIVISION MAPS AS PIIf6 , GANNO'T'BE ALTERED WITHOUT PERMISSION FROM MORTN'FORK BANK B TRUST HEAVY GRAVEL THE PLANNING BOARD , AND LOTS MUST BE SOLD AS SHOWN ON THE SUBDIVISION MAP. BLDG. ZONE DISTRICT HD DIANE CARROLL �(( FIRE.tfISTRICT ,'' GREENPORT DONALD BRACKEN SCHOOL DISTRICT : GREENPORT PECONIC SURVEYORS , P. C. - war s4Nn 118.0' .AT rm' ( 516 ) 765 - 5020 SAND rcmweL P. O. BOX 909 _ i MAIN ROAD - < ._ SHEET 2 OF 2 SOUTNOLD , N.V. 119.71 • � i, 87 — 293 I ' 1� 8.2 9.00 '', Ia2Oi� t(b.^L31 I7•ZDIo f'�c°'GGD G4.n,G_-� � 18.'7811 17-�I 1°1,13 r z _ jfXla✓TiNd—_GZ{P6 - ^ -_ _- .-- LY�GY W4 SRd.b6 _- _ —_ _ ' � E%1 Sa7'N4 �+R—�n�y_ - - -- •-E--_.- oS �/p � I E.42" Miro�MUM-Gnvi(1 , � °� �I '� q r � 8v ° � } yip g a p o Q 1'YzO�ILE O� SoV*H C&DA2fiG(.ns Dl�rvg 0 � a ¢{ - �j F � ', 1 a l F p 9--A4� q Y507I GA I"-. 10 ' o L�IZIZOtJ�w t" z 50 s -L47GN. $,ASiN - No I 14,131 ab,a�}I 19.P111 194F11 2o� I ONE !$" T r'r710,x Lt-tkmimom Coyne �CJ6 -9Ah1 L✓p irY, fZy7J0. oQ - --- -- r� +I +' rwSMp rQP.w �mnJ& rJ Xt Gf+Tc7t rAsiu ti ° , + � QI. 1 © ISAcs+ i PI PROF,LIS OF 60U74+ C51O.F}%2r/ S LOS Pf21'JG I /�}� .'i ? +-rwGi; Lc'm (TG'�.QNlf :Y S wt� 4 V- 71'fa� I '�. Iea r r o do 'pw® LS 4;!AG-44 tO x 122-1 t4au2G°J� Ir'- rJD �oi� G iJ %I G GF1 gA6inJ / - -r L Z PAJOW na wo ca�at� 'S! fi1 . hyo .t 1P [P �Acw tra xL+ Va a GONG I. /J 0.701 a; 1 _/ . Fituit = J/ f (a^ ';, r-. -1' N MAINIFAVM I / ' _ I ' w 'f73'i'.oc1S MA?ERiA� 1 _ l oo, �1 y i Agh t- iI:fj � � -.... ... 'E�ti�^r ir.lb ¢++Rn DE— �,. I��. _��. I I, I I GlVv�xl. ^� II �: • � - . . . q+ ' `- fpALCArr-4 $mCIN G3UVC M� 1'/ti;i.A 'T Le-a>✓F4l/y tS gQ'jild .,� ` , � wenn rrl� 44 T'i`x'l4.Al� GE�A.GM6N5i �5"f'EM eFT�1=D- i 4 I _ ` a;' i �21, ffitaC6' y" x �t =.J�?4��"TG T'iA�l'NS C14"Ccu BrAS�W =� -L1FAkGFirNG L+>xta5l++'S -af- 6�f ;�11r?iMAS?Y.. Ec?2. Si. 'Z.fr d 2,j✓�`d.S ava F.cfwJiral - wasµlri�7o� avE °ux?arG Gv3^ ti9i APR 19 1990 lb Guy?I 4-0 :�- 4. . ----' - ----i — ./ P,'✓5'a+tr.. _ °� c� I ^}.FGt _ f12C7 �rpm D'f+3'. _ _. ' rapse,l paH+ur ¢ u� vaa -rl Oi�f � � . T 'AT'w . .•�� s ` ens 3> _ 2 ' i7U��S�' � _ - � ��! r �i LSCENIc �eUFFE R TEST HOLE No. I TEST HOLE No.2 TEST HOLE No.3 TEST HOLE No. 4 °�., ap f°` T MpTf rop SOIL TOP SOIL rov SOILL CLAY 0'j' D.51 AV ,l ° A 20 10 - 5Sftl .AND LOAM.B LOAM SAND 9 SAH, LOAM LOAM CLAY 1 NOEL 4of by E GRAVEL OflAVEL GRAVEL 3,5 /LfB 76 rJ,,, U WIMNRTH SA 9.0' SAND -- 75' - /.na ,j. pvE SAND AND SgHO AND . 70HEAVY GRAVEL Si a ,L,°° US TON GRAVEL GRAVEL SAND AND HEAVY GRAVEL GRAVEL o, ,WHITE BROWNfi P AND N ' 1 p (c4v,uG ru) e A�n� 160 1Ar 10 160 _ 160' 2 16.0' I _ GR,WniErz� GR WniE � I ' ; —� _ erE r Ax4vbe .. 1 -6 r ` i " N �'•J' 1 i "SAW ROAD KEY MAP $ fly 5 I E o '' TYPICAL PLOT PLAN 8 SCALE 1 = 600' `�__ , LOTS 4-8 Incl. ST. _ m- .mNF,�1i y NN £xo xD.. ) ) ,8 ( C-y"rN.i. R. 3 4 8 ROAD MIDDLE O Fa O O J NOR- TH , a NORTH ROAD z MAIN ROAD > OR HWY_,9 ` 5 % ACT. MONS' O o N B' 20"E.'4 5? 'd m 3'1 ACT.) N. 71 7569' MON —S71°28'20W.288.775. 4 7504 L60688 pu 120ME41.57' Mr 69°00 66 26 80.90 Q. M4n 79 2 NG o O90 4 m 222276 20,714 21,112 CS 41W 28 , 921 at GO Z 36, 429>sO r o- O W O J //� W T.KND.I @ o v U ' �/ ° D O LO J Di W m J30 O m a 0 7 1-32'99 75 00' 75.00 75.20 O d 33> b299 �� N.75° 31'23"ErG 4Mi 225.20' - 26, 173 --- a" y pie, BENNET RD. EXT. N 71°28.045,'_ BENNETT RD. N. 83- 31' GG 23., E v \' S 75° 31'23"W 227.00' a< cry OO OO @ 287 23 M ti 94 95' 132 OS ' , 31 ' h m ' 69 O / Q 20, 8394 38 N 73° 58'10 "E. 28200 ' 21, 145 0 20,398Uj N n m C. C3 o m m, 'o - O m 0Wl F "V N 6 o 21 , 150 m O In O N 73058' 10 . 132 ' J IZE 5..73° 58'10"W, 268.00' O J 0 Z Lu10 0 0. I'- o o 37 n a Q 21, 1504 U 20, 100 d 3O N. 73° 5810"E. 282 00' -tf 73°58'10"E. 268.00' } a _ _ I TH.No.2 00 0 -O j 0 II e O Z W 0 36 v = 1W 21,1504 > n d r O LL i 20,100 O Y N. 73' 58' 10"E 282 00' o a. N. 73°58'10"E. 268'00 O LL LL 0 A LL LL -o O 12 i o W0 y I 0 35 LL m O 1 m 21 , 1504 1 LL r d O D ' Z N 73°58' 10 E 282,00' N. 73° 58'10"E. 20,000 In 268.00' M o W 125 ' W M Y x _ 13 00 3 O IIE' - o vi - b 3q -0 0 Y ' FINISHED GRADE U 21, 150 I` 2D000 4 W Q e In I'MIN .,MIN,1282 00 ' I 0 268.00 LL W MAX a o"NT 1/ .12MM N.73°58 10"E.— I J N.T3°58'10"E. - U - 1/4 rr." _y _' 1 — W 1,I 4" PV' Z 14 0 i o W Li✓ 3°G CD.FT .0 W r LL 0 33 W � U. Z ILMARTI-/NTIDE WNI MEA CLEACHING POOL 1' U21, 15020, 100dU OAV` 'T D) Q U-e73° 58' 10E 282.00' K 73° 58'10"E. 268.00' O WGROUND WATEfl15 - U a o "O 3Z 0 o w TYPICAL SEWAGE DISPOSAL SYSTEM d ' o" O 21 150 I " d 20, 10 'O In ' N 73° 58' 10"E 28200 3: N.73° 58' 10E, 26800 ' '0 DO �^ 136.00' 132.00 ' 16 m 0 _ O_ O N O GG A 0 0 G 9 o w z: W p n 21, 150 rMIN L=80Y ° 125' p 31 .0 _so 0 N �� ER 281. B8' n O WVICE5.73°58'10" W tm Ipx 'G 21, 152 20, 592W N G:OL 2 20 , 157 v 00 TH.No.3 wi m a i 100 55' 132 00' Si WATER HAIN 10 / p 0 232 $$ STMLCIl f>� i ROAD - N.73-58'10"E _ _m LINE OF _ "O ^ MONUMEHT"ON L FOSfLCIDM wA`Sy�NG TYPICAL PLOT PLAN IB 2>>e2 ' WASHINGTON AVE EXT o 0 70N 20,0664 '' _ AVE SOUT HERAS PEREFILE,°F WASHINMAP-VON Zu I w THE SEWAGE DISPOSAL FACILITIES N + AVENUE FOR ALL LOTS IN THIS DEVELOP N R Anu COMPLY WITH THE STANDARD '�pl O 19 ?s Qo- ,�? N/o/F 0 REQUIREMENTS OF THE SUFF ,3C1D � In d m• /� HALSEY STAPLES I f— I �; .^;_\ 20, 115 �N5 : DEPARTMENT OF HE LTH. ;';" W W `� i MON J I TWO PRO oa ^`_,IF,� '.r 1:66 OF SHEET o ryL•1`1O1?1 T.H. NG.4 60' I 32.96 15-p0"E II SE N51 D C THE LOT LINES OF SUBDIVISION MAPS H FILED) , NG BOARD.J ALTERED WITHOUT SOLD AS FROM THEE SUBDIVISION BOARD, AND LOTS MUST BE SOLD A9 SHOWN ON THE SUIBOIV 1910N MAP. NOTE A declaration of covenants and reetrietiona p R F has been filed in the SilffolkCounty Clerk's -- " G which effects lots in this subdivision. fiber nosy page 197 APR 2 0 1990 I HEREBY CERTIFY THAT THIS MAP WAS MADE BY US FROM ACTU A ®$G COMPLETED APE 193o AND THAT ALL CONCRETE MONUMENTS a HEREON ACTUALLY EXIST AND THEIR POSITIONS ARE CO SH lt0 T LL i, AND ALL DIMENSIONAL AND GEODETIC DETAILS GO REG (> 70 PT �ij SUBDIVISIONAREA CEDAR FIELDS 26.471' . ACRES � OF CE DAR FI E LDS = 4 zI JO T. METZG R Vj.kq. L 961 >r AT THIS IS TO CERTIFY THAT THIS SUBDIVISION PLAN HAS BEEN A GREENPORT _ PLANNING BOARD OF THE TOWN OF SOUTHOLD BY RESOLUTION OF APPROVAL DATED ,i pIr 7 I•�(s';1 BY DATE TOWN OFSOUTHOLD CHAIRMAN, PLANNING BOARD SUFFOLK COUNTY, N .Y. OWNER 1000 040 05 DONALD BRACKEN n , & DIANE CARROLL SCALE I - ' 60 ' 1 - SETAUKET, N. Y. 11999 ' CERTIFIED To � JULY 3 ,11989 -a TRANS AMERICA ABSTRACT SERVICE MAR. 5, 1990 PECONIC SURVEYORS , P. C. NORTH FORK BANK a TRUST 1516 ) '765 - 5020 BLDG. ZONE DISTRICT : HD DIANE CARROLL P. O. BOX 909 FIRE DISTRICT : GREENPORT DONALD BRACKEN MAIN ROAD SCHOOL DISTRICT: GREENPORT SOUTHOLD , N. Y. 11971 SHEET I OF 2 87 - 293 rIHISHED SPACE 1'MIN, n I'MIN. (♦ ! 2'MAX. i l/e, I THE SEWAGE DISPOSAL FACILITIES � ' MCI • , f MP,M l iN ; T FOR ALL LOTS IN 7H13 DEVELOPMENT A» PVC N„ PVC rLEACHING - COMPLY WITH THE STANDARDS AND e 'b �eL a'MIN. SOD go.rT. REQUIREMENTS OF THE SUFFOLK /• o SmS 1MLL ATMA IEn %O E ND.4 / -1 11 YPI,APT MvDEPARTMENT OF HEALTH. � bLEACHING PDLL At. 4T 900 DAL. _ NK 0 - tFLSEPTIC TARN ENI� DDL y S_DUHD wA�ER \j. W 9p o gy616 yl/ ' �OF NF`N / W4 FNv - TYPICAL SEWAGE DISPOSAL SYSTEM — w,TEP MAIN � ROAD U. TYPICAL PLOT PLAN I ONE o W Q N SHEET MON S , en NDN. 42 KEY MAP C. PND. D �( P NI! I. OA / a WE 9k a�Od}aa>'IDp :. wASHINGT SCALE I".6Op' ' .AVE. EXT -_ Q- �wORTNS1L Mil TI N �. t l �N „ WADDLE RD ) --- WASMI �IGtON NPMuME AVE m AD R. N e ( MAIN ROADNORTH 5.73°5810°W� B�,PrA6NINdr"" � aT. 0 75.00' mUf UN AP _ IDA A 4112 88.00 75.00 soU<NE As PEM FaAO I'' ES ' 9 AV¢NU q- Doh Id N/0/F W »� _ ....-.r.__.. . _ R20 Z ICUW�ANT'«V, ' , t yr-;ICiNS IiDFR� ?e.03. y L 12 m HALSEY STAPLES z LIDPR — 4 O• 22 N NDN. W L .... , PAGE I •. NI TND. ` ,.. .._ ..—.._... «_«.�,�..,�...«.-.. : Yf.OvsP:M1NTSB AeSTRIC71i`NS iii.EW( r v Q I _ a '' - I) 1 N J SUa1EG V- O w00 29 D"=nLr. 1 - .,1,'�i 11EPARTM EN"f DF FALL+ SERVICES o E7 28 A . CO STELLO � N /0/F f Hai. , ' T.X.N0.4 �' ir, � r -:, �r,^ i"P�. a ' JOHN Y1 p post arar,tlemen. Iy�,r�v��.1•r e N / 0/ F 15'00. �' 2,054 25,0784 23,495 PAUL cDRwlry an ,.r,S II,.I the JJ , 22, r Z anL �Ir. s0os�lol -L� y. '° rP°r. EG MPr fL ' �' z o ,-._ O in th, ..�T� . Withi PIT' 1 y, ,RPT O M , L�Y NU ' i. 1 t 11 3 -/P 1'P_. ThPS F, 1 , r ' 1 IA r' Cnnst41 81 � A 1gg-62' .d N„IwT_.�» 6, B�Bw b - 2 gb - W . per,: -II h. Pis onv rl tthe Iv _ rl' �a CrBj l/i vl L L 1129 �' > , e r AIT N- ZA Sg _ -- J nP i,11 Il I Is is with the f ourn 3I x 001 , Ra 689.69' oD' E- \ 2 _ o - {. - f> -' w 1'al 1 o_ e t hereby HI' en f, t .r L A A 58' Ib o' o o V Wt r n t Is anJo e rant appears In Ili 0 fir* r II e Cf t liy Ifll Y O 5 _ .� ordande vl'th provisions Of the PUL. G7lo'!h flFagV4 N. 15. - 496,39'— DRIVE 96.39• «� vPj3� 233\, • ° �C� £UP fn.. RI _ l° 52 W w MARJORIE f BUNYON CEDARFIELDS D ° �. b F•45 OO W - R. 739.68'WS.74 Ts.IO' ' vJ B Ba.6B' 2 _ i-«'-� ' ai EITV YCI 1,!1' lfai I I II n N.74°45' 00" E. w o ® •LMj• J U o m �Cp. MARJORIE M: BUNVON Q .I '• = U- £ 'Z7J �R�aB 0 w N m TT 9\ 1 z o, b 2 m pCS•1 ,..1 I LR-B 0.00 , �-- s No. £ 22 b 2012 C e- � 1�•9 113. 30 �w I v?3y N 04 AB0 p1' N -5q-so � 0 Z 0 - 8 2 0' - 6 w 0 0 T5.m O 2 00 b W / 6 20 PARKLAND —j".00 r aI« _C OPEN SPACE ALL SEPTIC SYSTEMS TO BE goo. FROM WELL N Y M U' - 3-9711 A RES i' .1 C A °• -S � ,. APR 2 0 1.90 .+ ARE o N N � d j p p N. 74' 45' 00" E _ 510.00' •o T5. Oil g WELL „ W. EASEMENT ya` to well Poo 4 15.13 .15 00 S. P GREEpPORt 0 433.66' vi d ° 50.00' ON - Z N, 7q 4b' 00" E. 43321 669.70 cACT. ) I FN° 0 LAND,,, SUBDIVISION OF CEDARFIELDS I HEREBY CERTIFY THAT THIS MAP WAS MADE BY US FROM ACTUAL SURVEYS COM y "1 - pG E APR/e a roeT AND THAT ALL CONCRETE MONUMENTS SHOWN THUS:■ HEREEON ACT /N't MEr1 ( FAT » 1 L EXIST AND THEIR POSITIONS ARE CORRECTLY SHOWN AND ALL GEODETIC DETAIL MOO S. 74. 45' OOP,W \ ARE CORRECT. » / V � 1�( 9 O IC ' � GREENPORT QF d&N T. MET G .Y.S. LS. —IC. LAND PARK N /O / F 9r "° aB6^B o TOWN OF SOUTHOILb _ I E'0F NEY'1 y �/ \ / THIS IS TO G RTIFY THAT THIS SUBDIVISION ION PLAN HAS PEE APPROVED MY THE PLAN SUFFOLK COUNTY,N .Y. 0 BOARD OF THi TOWN OF SOUTHOLD BY RESOLUTION OF APPROVAL DATED) L, �., TEST HOLE No.4 1000 - 040 05 OWNER / BY DARE TOP SOIL DONALD BRACKEN Q5' CHAIRMAN, PLANNING BOARD SCALE I U - e'O r fJANE CA'RJtOLL LOAM CLAY SETA^UKET, N.Y. 11099 CERTIFIED TOJULY 3 , 198 9 Y 3s' MAR. 5, 1990 f revision 1 TRANS AMERICA ABSTRACT SERVICE °Ano THE LOT LINER OF SUBDIVISION MAPS AS FILED , CANNOT BE ALTERED WIITHOUT PERMISSION FROM NORTH FORK BANK B TRUST HEAVY GRAVEL THE PLANNING BOARD , AND LOTS MUST BE SOLD AS SHOWN ON THE SUBDUVISION MAP. BLDG. ZONE DISTRICT HD DIANE CAR,ROLL 5 V FIRE,�STRICT GREEN'PORT DONALD BRACKEN SCH60L DISTRICT : GRFENPORT NOTE: A declaration of covenants and restrictions - has been filed in theSuffofk County Clerk's Office PECONIC SURVEYORS P. C. - WET JAN° B.o' which affects lots in, m/e subdivision. 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N 740 4E�oo" N -Tiza Vf:5>TIZI C-T, V -rLOMENCM N tt).rA0 , C4 LNI. 14 90 1A ? cl I 61 .xe jAk D Aq Ll 4WADWAL mew T7 ia t- lf if Ahiln Ife "A f 7 e" jG, e - I, , It %NNIJ +W Tv vzsviiv�d Ilk" C BU FER s L TEST HOLE No. I TEST HOLE No.2 TEST HOLE 00.3 TEST HOLE No. 4 CLAY TOPSOIL O5' TOP SOIL TOP SOIL 0.5• r �M\ � ' a •' SAND LOAM • LOAM SAND ISSAND LOAM LOAM CLAY O GRAVEL GRAVEL GRAVEL 3,5• hdE•. � y]6 nliq 5A' 4.0' SAID) 'r5' /rnr SAND AND SAND AND 70 HEAVY GRAVEL OR AVEL GRAVEL SAND AND i ,P TON HEAVY GRAVEL GRAVEL JWTE EROWM IND MAIM �,' e f / E s CAVING W� IWfiT 59NA� I p 1610 AT 11 16.0' fi0' 16 0 _ ' I GR.Wn*62 61 Wq>E - I` u� D ✓_r � ) t I I I G2nVE - C 6C9V69 iJ s � c U JJ t UI O l C0 E 1 iII U V VIL � ROAD KEY MAP E � e 8 , TYPICAL PLOT PLAN $ SCALE I "=600' V� � � 4 N = 09 FL US N 1 11ur LOTS 4-8 Incl. CIL 'e 4.Q Ik mN ... c � -t � � � : J 48 ) 3L� E. � � a ROAD ( C.R. NORTH GT. .� Qom" =ax ` € � � ( NORTH ROAD ) � _ G 9'11 c ' ' ( MAIN ROAD ) z G m A 7 7 W `C v i 4 I O � m `, nm NCT _ b i ) y U 0 , Ui C L y d OR.HW Y_ 1 HO. O f„ LI : �olA�' n � 0 I `I — 3 aTi� - -; E �%' I N. 71IS 28r 20"E. 3t2.65�( ACT. ) NDN. y e n_� ? ._. c 288.73�( ACT.) 75.04. 75.69 MON. '28'20"W. �1 FNo. 5 71 \ -00 ,20„ E 41.57 ixo. 86.86 75 04' 1.60 W 69 166 80 90' _ O O 2 MON 792. 24 'CSS JF(C `ND ^ O 2 3 m N G 22,227 4 20,714 i4 21,112 d 21,16954 m W 28 ,921 Y � O 4 m v f Z N 36429 d N N m 4 O 0 0 W T.HNo.I 0 1O O a � SL m �aS O m a_ 0 O L53299 75 00 7.5 75.20 0 4 33j ,y2.99 a, Hr0 .uT S �� N.75° 3A23 "E , --- 22520' --- N63O 3123 26, 173 s4 • ,�, �' ,N•,e� RENNET RD. EXT. N'71°2B'045 BENNETT RD, Eo' E' `v y / S. 75° 34'23"W . 22700' y O 0 28723 ' c o i, 110 9Y' 94,95' 132 05 ' 1 h 9 IS, D F O L=15.01', n ze' 20, 8394 -0 - SON' 73°58'10 "E. OII 44 282.00 ' 4 _NwO°3 7m m 21, 145NN d 203,83 9 8 0 II 21 , 150 U N 73°58' 10 28 2.00 136 00' 132.00' ,J 125 5.73° 50'10"N . 268.40 0 ' I -N _^^ O J 0W -0 - 0 o 1 iaL 21, 1500 0 20, 100 N. 73° 58'10"E, 282.00' N 73°58'10"E 26800 0 THAD.2 o z W LLI o _ 21,150 O E. i Of W , 20,1004 4O Y N. 73° 58' 10'E, 282.00 o a. N. 73°58'10"E 268.00• J ULL- Q O o b K LL LL O 7 IZ O I W O o00 O LL o Cn o o] 21, 1504 35 LL z O � 5 z20,000 73°58' 10 E 262 00 z 20'000 DO N. 73- 58'10'•E. 268 00' M 125 ' 4 r O -0 13 O I' 0 FINISM90 GRADE 21, 150 V^/ A 20,DDD 4WJ O MIN. I'MIN. LL yUJ 2'MAX I,MAX. N.73°58' 10"E.— 28 2. 00 N.73°56'ID' E. U 268.00' M , Ij T _' Z 4-1 PVC 1T a�'( 4--PVC. I4 0 LLl _ Z -0 W S'MIN 300 SO.FT NLLJ W ^ O 33 41 N -1 w'�MART SIDE WALL MEA H I LEACHING POOL ^ T GOO GAL On 21, 1504 Q ^ 20, 100',41 N ^ 7 LL O QVE, i SEYrrc TANK N 73° 58' 10"E 282.00• N. 73° 5810"E. 268.00 O h Lu Lu EMIH.--L ORDOHG WATER 15 -0 V a p °o d -0 32 0 w a TYPICAL SEWAGE DISPOSAL SYSTEM 21,150 r 20, I004 ^ o O N 73058' 10"E, 282.00' 26600 ' 3 N.73° 58' 10"E. 0 W i° '0 136.00, 13200 ' 16 ° m � N 0 0 D O 9 '^ 21, 150 w z J5' SE ^ i L= fl07' 125' 4 31 30 o m :€ WATER Q81. 88' ut O _ ' SERVICE 5.73°56'10" W m ,D n n m o e rgxN ^ �° 21, 1524 20, 592ONS POOLW20 , 157 ,vnT = Z TH.No.3 $� 100.55' 132 00• 12 w wgrse ROAD MAIN O N.73°58.10"E. 232.55 -STMJ IF ~ -O M ORTH NLIM OS �SGESIO A 1, � TYPICAL PLOT PLAN O d e ' WASHINGTON AVE EXT. o a ASQ�G�N 20,066 N, pT HE LY LINE OF WASHINGTON ZLL I �' MAP THE SEWAGE DISPOSAL FACILITIES N /` AVENUE AS PEP FILED P OFOR ALL LOTS IN THIS DEVELOP - T COMPLY WITH THE STANDARD ,��21 -N' G n 19 N'J, Qai've= N/0/F Z REQUIREMENTS OFTHE 9UFFM1 `�e4� ' e ��, 20, 1154 m' \ah \� 93rt HALSEY STAPLES O DEPARTMENT OF HE LTH. r W W \ ` NON. TWO a ND oa } ` J� SHEET _ 8006 �iF° '495\Y' yV i% L.669Z �\O.r P F1 NiIR � !1 T.H. N0.4 3298 16'p0"E' ES OF SUBDIVISION MAPS ' N 58� S ALTERED WTHE LOT IITHOUT PERMISSION FROM TI'HEFPLANNING ED NBOA RDNOT E C D AND LOTS MUST BE SOLD AS SHOWN ON THE SUBDIVISION MAP. NOTE, A declorstion of covenants and restrictions r D P has boon filed in the Suffolk County Clerk's Office which affect* lots in this ribdivision. fiber 11052 page 187 _ liber 11074 page 596 5/25/90 HEREBY CERTIFY THAT THIS MAP WAS MADE BY US FROM ACTU ♦3 C\ COMPLETED APR. b9h AND THAT ALL CONCRETE MONUMENTS O9 • HEREON ACTUALLY EXIST AND THEIR POSITIONS ARE CO 'H I3C, pu AND ALL DIMENSIONAL AND GEODETIC DETAILS CO REC SUBDIVISION OF CE DAR FI E LDS AREA CEDARFIELDS = 25.471. ACRES JORW T. METZG R .VOM0 ASSI 4 1fi UA T THIS IS TO CERTIFY THAT THIS SUBDIVISION PLAN HA9 BEEGREENP0RT APLANNING PPROVAL DARD OF THE TOWN OF SOUTHOLD BY RESOLUTIOi (� r� y1Jt1 L1�"lY.� BY DATE TOWN OFSOUTHOLD lryy Q CHAIRMAN, PLANNING BOARD SUFFOLK COUNTY, N .Y. OWNER 1000 - 040 05 - DONALD BRACKEN 1 & DIANE CARROLL 1 SETAUKET, N.Y. 11953 CERTIFIED TO SCALE I " = ' 60 ' JULY 3 ,1989 TRANS AMERICA ABSTRACT SERVYICE MAR. 5, '1990 PECONIC SURVEYORS , P. C. NORTH FORK BANK B TRUST ( 516 ) •',765 - 5020 BLDG. ZONE DISTRICT : HD DIANE CARROLL P. O. BOX 909 FIRE DISTRICT : GREENPORT DONALD BRACKEN MAIN ROAD SCHOOL DISTRICT: GREENPORT SOUTHOLD , N.Y. 11971 SHEET I OF 2 87 - 293 y ryD y °T' s f 7Q FINISHED GRADE /„ f r T°•° e I'MIH. • I'MIN ` i 2'MAX. ,I/+.,.I, 1 •1 Ird: I' THE SEWAGE DISPOSAL FACILITIES –� HOUSE _ FOR ALL LOTS IN THIS DEVELOPMENT ' `N f \NT}T �• +" PVc '✓g T y PVC COMPLY WITH THE STANDARDS AND x • ° • � �e`s e'Mlx, a°D e4. Fr. REQUIREMENTS OF THE SUFFOLK / o SIDE YMLL ANA x WATEn 1, \.AND q J �'0 i wrN LVL wc e•RVRE DEPARTMENT OF HEALT LEACHIM• P0 i 0. e, r ,,.,' ,a't ,✓It... T •00 CAL. ¢ SEPTIC TARN ?, '../� •01'.;• `liK\F'r. I n pN°�L \MeTON LVL / A ^ J O i afiPTIC TARN c MW. _ I 1 V_��. �TI O 411' N •� : - Z oy LEACHING POOL `p� •r !: N —2' MIN T Dn OVND WATEn MIH.£ N. I` L"_ •" /, F H,F _ n MIN w d TYPICAL SEWAGE DISPOSAL SYSTEM — — — — w WATER MAIN J f MDN I ROAD LLU. � FNP I O w TYPICAL PLOT PLAN ONE LL a a � SHEET I 48 ) NR.MDN. d KEY MAP ND f ROAD i _ O. �NoarNL¢r A?o°Pt rwa B°� a ASHINGTON o SCALE =600' MIDDLE ) - - WASHINGTON AVE. EXT. O MPNUMEU' A E, " N MSN' V m fMD' ( NO ROAD Y z _ r ST. RTI{ ROAD ) 279.12' Mw- PAO MAIN o S 73°5810'W „_ w 75 00' DP.NA5Nj4E w°nrx LOO 4112 86,00' 75.00 SauTN E¢1 _.NiA,P IS �' D�h9 AVEMDE Uj 141101 Mox.FMO. > w -Y,.. .. . . . . .. .........w ....mow _......ni.E .� �•+� ....; lr Ep A'29,j" ^ 12?2 N� HALSEY STAPLES z .,[.;' ,�, ,., i., 6111 Q 51;' 6( .VL, .•11,,. .:dL:: +`n :':'.: m/dZ-,m` y 3 m m ti �L N v R CC v 00 0 N - 1 ..1 ` N /O/ F II r4 'lir?VtLN F � 41 "h T. 0 N / 0/ F JOHN A . COSTELLO 8j5 p0,W- LH.Na4 N, £ 27 9 1�0 m, S, 5 2g8' /�' S"�` \� $$2 �' 22. 2ASd d 23,495 Df -r PAUL CORWIN Ih: ) 8 25 078 I II 'h61- 3 N T £ j d ❑ f SF,LS 1 nI il.. r e �; N }yLµ�—HIW LY Q �TR] 1 ' ArE0. 2 - O O a - — ' E W 26 n rll rol tFa - LP Igg.62' 1299 ✓$v$ 0 569 -- W 1 3I ` ; 00 RW 689.69' D • E IA¢ Z Wo =yA� _ ul J r I // D' 5' O• A o RAE A '. - L= 0 N.56 15.50 N V _ -- I .. ° £ _ c , . I .,�I„ it 496.39' L=213 23''1 > 6 - w W O N/O /F •�,r, rr WI 1 - D R I V E 5223 w a5 F _I µ S.74 •45' 0o W . CEDARFIELDS w _ MARJ FBUNYO W - R= 739.69' ° RJDRIE M BUNYON 491.85' L' 76.10' Qj O D Ip ORIE N O Z N £ ( F O D O ` N V B Z 84.66' $ w t ZsF2Y i I o W o ZA o - MON. M A 1 N-1 N 74°45 00 E c O. d/ m D Vi FhD Q 6 OJ N. I II W o f 23 b 2I p6 0 W N 71St. J z D 0, 111 iR; 90.p0 . �— WD 8 O £ QZ gOAIZA C � T1 y1. 113. 30 P / 0. v 6923 •p01 14 .5,3 5d QO I V I 'E ZQ 20 p39 W U AA6b N 15 00 tr - PARKLAND 2 O OPEN SPA CE 15 DD ALL SEPTIC SYSTEMS TO BE 200' FROM WELL 0 o 0 AREA= 3.9711 A RES Do. S. 1550 i� ry N N m 15 50 i 3 m n O N. 74' 45' 00" E m O 50.00' •0 15,50 n- Ui 'g F — o E: EASEMENT h� o I �W 19 1556 5, 00, W o Well 6m 58 \ •( r o 0' 63.56' �v' 50.00' •^ ENP MON 53.EI• - IN SUBDIVISION OF CEDARFIELDS = r N 74. 45' 00" E. — ACL ) „> � - J 669.70 ( F LAA1f.; ='.� E Q 1 HEREBY CERTIFY THAT THIS MAP WAS MADE BY US FROM ACTUAL SWRVEYS CO FE311 ^t/� AAR/L 9 PG AND THAT ALL CONCRETE MONUMENTS SHOWN THUS:■ HEEREON ACT �. EXIST AND THEIR POSITIONS ARE CORRECTLY SHOWN AND ALL GEODETIC DETAIL 4i <;' b., AT mon. S. 74. 45' 00j1 W. , . Jr u ,t. '1 .r T ` V ARE CORRECT `/'` �'' �''� G R E E NP O R T /Da LL F 1 Q 0 N T. MET G .Y.S. L.S.. LIC. N0. 61 ` <,; :11.^. y� '' PARK N /f0 / F LAND Q `'° 9fi,�•4u TOWN OF SOUTHOL D rIp NE�`i„': THIS IS TO CERTIFY THAT THIS SUBDIVISION PLAN HAS BEEN APPROVE'` BY THE PLANN _-'"' \ I BOARD OF THE TOWN OF SOUTHOLD BY RESOLUTION OF APPROVAL DAIIED SUFFOLK COUNTY, N .Y. Nom. TEST HOLE NDA Im I OWNER BY [DATE 1000 040 05 DONALD BRACKEN TOPSOIL CHAIRMAN, PLANNING BOARD SCALE 111 601 & DIANE CARROLL LOAM CLAY D.5 9ETAUKET, N.Y. 11899 CERTIFIED TO 3.5' JULY 3 , 1989 TRANS AMERICA ABSTRACT SERVICE ,AND - MAR. 5, 1990 ! revision ) _ THE LOT LINES C SUBDIVISION MAPS AS FILED , CANNOT BE ALTERED WITHOUT PERMISSION FROMNORTH FORK BANK B TRUST xfiavr GRAVEL THE PLANNING BOAR , AND LOTS MUST BE SOLD AS SHOWN ON THE SUBDIVISION MAP. ' BLDG. ZONE DISTRICT : HD DIANE CARROLL � �Y FIRE 151STRICT �, GREENPORT DONALD BRACKEN SCHOOL DISTRICT : GREEN PORT NOTE: A declaration of covenants and restrictions has been /filed in the Suffolk County Clerk's Office PECONIC SURVEYORS , P. C. - wET sAMP le.D' which affects lots in, time, subdivision. AT '& SANo /mbar 11052 page 787 P. O. BOX 909 5 765 - 5020 1GRAVEL liber 11074 page 596 5/25/90 - MAIN ROAD +' �, SOUTHOLD , N.Y. 11971 ., SHEET 2 OF 2 87 - . 293 I , ,1t 590 �y � 12e} ir +. t ". s o err a`, caacas�s aryv, a �J: J u.� �C�3 - 11,11.' :. ;{'dZG - '�a3a s3� •�,arn I 1 �� �. � -' '- "�'+!�,"'# 1- ra'�I W'�'�✓L! Cf��d .�� Haar a��Lsalmse - - Mkiii 01.61 Z hcy,/ •n9,d IV - - - :P�+2`I __. - - ,o^ � ( t y 01.61 1.z )�Yw nab I, crna - 4lzrna, ll k 41%vitgmw V{ YiwnrnN 10 �L�u�rrm� � a arm k g tr !L C' ,I XV o 3 acus Z ."1, v - �„_ Si INrN-DIV4I Y: 1YJS'if$ i+0.J�-lV_I-7 'SNfz'"bra 0 �r }i 31- � AQ, ^ A O - �IICk�SY>�.s1 V`+*3.L4+�i` 'Cr,7vIP•17W�'1 S '�i>:�.:LL� ti.,:aa�mt ... Nr7. 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' h�< r *;� ✓n,, ?` , vS Tol - - -E4'1$QR: TYPICAL QsP � ' � � '--- t ch Iti•v j,�t`>� w. X16 "r',,tr-•"":w l� _�__.------ CJJ,1G#}- S e Y _'4P,�+Cka t'at'? X6,5.1^.1 -1g4za,rL. �7oE J ., cnTee+ � / f f,A1YE0_Lwlp. 1°�.' ASc�4-, w.__.rJCAeING muRsr m ac �!• 11,T JUL 21989 '��� ' �ti 9eE r�t� 2'/z Dt�.v�.sz ewe:rt S.P SSs�ev I � I� 0 -+^r :oJ✓,OAL' SD 51h5F TTM GAS 5E'�:'-, c• ^ �� �..� �� C. i..anJ�' `___ - -�--�_ ---- --__ . 1WD 7i.2A.CwE C;.Gs.ti"t ,1 n? ;i; ' r f0t ">alA4lr— -- .X144 3 I 7 + :`a" 11-t"`r' `��-':'C'Y��. . . . _- iryh'4S"!�; �. `I `•-•, Al. tQ kkk —"--- , C<rcN B45i�/ No. 2 C.B f19 P _ - C.B I 14,49 /5.97 /G!Pi /6.93 /7.58 IB.a2 16.72 I � Il. g 28a 0 2 O 3 h = tiff T �,x 0 2N PROFILE, ' CEDARFIELDS DRIVE 3Qo Scale Vert. 11'= f0' Horiz. 1"= 50' C.Br _ ea7 9.5a 8.13 e.vs 2p.9a FINAL PROFILES SUBDIVISION OF CEDARFIELDS -- -- - - - - - - - - - A T GREENPORT /5" 0 P1Pe fi Pavem en TOWN OF SOUTHOLD Dec.. 2 1 1991 e o � o c.r Ff-ame t 6 ra trq F/oetart ar e7�uz( !o" so/id Br rein f, ConC fYp.fa epveh' � GpgC• GavCY aPprm ve ad \ 2 I tp / I V .6. 8 6 I C 5 I T F /7.3 { o I 1782 i8.4Z � nc 0 w cavemen E � I � � I II /' mmlmum N � II I I �' /p' p " I � porous ma{eria-1 fo=o" r.e. Pcwem en f ,v a � f/9iJ1IJed LCACNwL 8A314 ��% ` �� � �\'V j\�j//�\✓ ria-eia ^� psp h'A' L' / 9 _ ,o e L LEACHING SYSTEM SECTION TYPICAL SECTION su TYPICAL TYPICAL S CATCH NO SCALE BASIN & L ACHING BASIN a LEACHING BASIN E .NO SCALE 00-SCALE- ' D. TYPICAL CONCRETE c MOUNTABLE CURB DETAIL PROFILE WASHINGTON AVE. EXT. V 4'0" /Z"0' - Scale: "Scal,e: Vert. 1" =10' Horiz. 1"= 50' — �,ANDg �ck•0yt. METtc'flLF� /�"G+.rphcD/( cont wea/.ng course �'" foPsoif sT F �', 2�yb/rider couvse rd�eae o-n a�- Secdeo� �� �� ��;I � A 4 Com a-cfeac haat cor..se r us d co.'crafc o{ c he .ti N 4 I T A O TYPICAL ROAD SECTION �),FOF4FOF e NEVI NO SCALE SHEET 2 OF 2 18.0 \\ \\ r O �� 5.5 A 18 W V , 1 I ,r 5.5 Q r n .5 1 0 ° E 1 P s 5 Q � 6 • � V g t ' !' ' 4L Iso V x I7.5 PATH [j Li O W11 M �1 . . / 21.4 z ', le Ili .0 14.5 0 \ `\IY�` 17.5 1 220 r \ h ® ^ ❑I'x o 6.5% 26. arS as \\\ G5'Ogit iir_o 170 18.0 8.0 p , - --i - - - LL ELL R9�J A 10.56.0 04 W E Iso 13.s \ ��n� e.o90 AL 9.5 67.0i G 1 AL 5.5 ak Jt- 8.0 i N 7AL IBO ; � . %9.0 6.5 `N�\' N AL GREENPORT ,/WQ . Ak 5.5 , b.0 - 13.5 . 1� , • ' f0.5 -Az .4k- & 17.5 13.5. A - 1458 .0 - 1 12.0 18 NORTH a _.0. _ PORi 1 I C3 016.0 11.5 f WATER OF GREEN - J I I UAV E *130 - �. /1fJ// - OTOWER . , 5.5� ❑ 11.0 ' MADISON / J WEST7 � S NEW RESIDENTIAL DEVELOPMENT I8.0 19.5 x EXISTING RESIDENTIAL & COMMERCIAL 12.5�^\\ 1 - { 1 • J3. 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