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Town of Southold 4� dG 9/15/2020 0 P.O.Box 1179 w ,Y 53095 Main Rd PO Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 41418 Date: 9/5/2020 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 19915 Route 25, Orient SCTM#: 473889 Sec/Block/Lot: 17.-1-13 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 1/5/2015 pursuant to which Building Permit No. 39495 dated 1/16/2015 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: alterations and additions, including screened porch, deck, covered porch, and attached two car garage, to an existing one family dwelling as applied for per ZBA 6728, dated 3/20/2014. The certificate is issued to Scofield Jr,Frederic of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-14-0012 5/7/2020 ELECTRICAL CERTIFICATE NO. 39495 5/23/16 & 8/25/20 PLUMBERS CERTIFICATION DATED 6/30/2016 Joe Whitecavage F Authori2ff SignaturdV- / TOWN OF SOUTHOLD ;! BUILDING DEPARTMENT TOWN CLERKS OFFICE SOUTHOLD, NY X01 � _ BUILDING PERMIT ; (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 39495 Date: 1/16/2015 Permission is hereby granted to: ` Scofield Jr, Frederic 11305 Spaulding Street Omaha, NE 68164 To: Additions and alterations to an existing single family dwelling as applied for per ZBA (6728) and Suffolk County Health Department approval. . f I ; At premises located at: 19915 Route 25, Orient == SCTM #473889 -- - Sec/Block/Lot# 17.4-13 ! Pursuant to application dated 1/5/2015 and approved by the Building Inspector. i To expire on 7/17/2016. " Fees: -- SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $1,655.00 CO -ALTERATION TO DWELLING $50.00 Total: $1,706.00 Building Inspector c Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings,property lines,streets,and unusual natural or topographic features. 2. Final Approval from Health Dept.of water supply and sewerage-disposal (S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/I 0 of 1% lead. 5. Commercial building,industrial building,multiple residences and similar buildings and installations,a certificate of Code Compliance from.architect or engineer responsible for the building. 6. Submit'Planning Board Approval of completed site plan requirements. B. For existing buildings(prior io April 9, 1957)'non-conforming uses,or buildings and "pre-existing" land uses: 1. Accurate survey of property showing all property lines,streets,building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant. If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy -New dwelling$50.00,Additions to dwelling$50.00, Alterations to dwelling$50.00, Swimming pool$50.00,Accessory building$50.00,Additions to accessory building$50.00, Businesses$50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy-$.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential $15.00,Commercial $15.00 Date. New Construction: Old or Pre-existing Building: R(check once) Location of Property: `� �r�J �� N ��� d 1 House No. Street Hamlet Owner or Owners of Property: Suffolk County Tax Map No 1000,Section 1�' • Block ] ' 'Lot i J Subdivision Filed Map. Lot: Permit No. Date of Permit. Applicant: Health Dept.Approval: Underwriters Approval: Planning Board-Approval: Request for: Temporary Ceryjficate Final Certificate: (check one) Fee Submitted:$ A pl n Si nature SO!/j�®l 0 Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 G • roger.riche rt(aD-town.southoId.ny.us Southold,NY 11971-0959 � of coon BULLDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Scofield Address: 19915 Route 25 City: Orient St: New York Zip: 11957 Budding Permit#: 39495 Section- 17 Block: 1 Lot. 13 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: B.J. Electric License No: 2670-ME SITE DETAILS Office Use Only Residential X Indoor Basement Service Only X Commerical Outdoor X 1st Floor Pool New Renovation 2nd Floor Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph 200A Heat Duplec Recpt Ceiling Fixtures HID Fixtures Service 3 ph Hot Water GFCI Recpt Wall Fixtures Smoke Detectors Main Panel 200A A/C Condenser Single Recpt Recessed Fixtures CO Detectors Sub Panel A/C Blower Range Recpt Fluorescent Fixture Pumps Transformer Appliances Dryer Recpt Emergency Fixtures Time Clocks Disconnect 200A Switches Twist Lock Exit Fixtures TVSS Other Equipment: 200A UNDERGROUND SERVICE Notes: Inspector Signature: ��— Date: May 23, 2016 V z Electrical 81 Compliance Form.xls SO(/��®! Town Hall Annex ® Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 Q sean.devlin(a)-town.southold.ny.us Southold,NY 11971-0959 ®l�Comm BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Frederic Scofield Jr Address: 19915 Route 25 city:Orient st: NY zip: 11957 Building Permit* 39495 Section- 17 Block- 1 Lot: 13 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: BJ'S Electric License No: 2670ME SITE DETAILS Office Use Only Residential X Indoor X Basement X Service X Commerical Outdoor X 1st Floor X Pool New Renovation X 2nd Floor X Hot Tub Addition Survey X Attic X Garage X INVENTORY Service 1 ph X Heat Duplec Recpt 53 Ceiling Fixtures 16 Bath Exhaust Fan 4 Service 3 ph Hot Water GFCI Recpt 11 Wall Fixtures 17 Smoke Detectors 10 Main Panel 200A A/C Condenser 2 Single Recpt Recessed Fixtures 39 CO2 Detectors 3 Sub Panel A/C Blower 2 Range Recpt Gas Ceiling Fan 3 Combo Smoke/CO Transformer UC Lights Dryer Recpt Emergency FixturesTime Clocks Disconnect Switches 53 Plug Mold 6' Exit Fixtures Pump Other Equipment. Hood, Fridge, DW, W/D Notes: " AS BUILT, NO VISUAL DEFECTS " Whole House Renovation w/ 500Sq ft Addition 71ZInspector Signature: Sl — Date: August 25, 2020 S Devlin-Cert Electrical Compliance Form.xls - o�ogtFFO(,�coG. o C* Z Town Hall,53095 Main Road O Fax(631)765-9502 P.O.Box 1179 y?JOl �aO� Telephone(631)765-1802 Southold,New York 11971-0959 MALDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATION Date: Building Permit No. � I Owner: C8--G 'F'A A (Please print) Plumber: v4 4 .P (Please print) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. lumbers Signature) Sworn to before me this day of 20/G. Notary Public, County CHRISTI Ft�4 � �,. No %rS6S0_,ffMbdIy30I,62WJ torow* _ so � souryolo , ��'YOOUN(Y,Oct� TOWN OF SOUTHOLD BUILDING DEPT:, 765-1802 INSPECTION' /-V NDATION 1 ST [ ] ROUGH PLUMBING [ FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING- REMARKS:— DATE INSPECTOR .1111raf Soil courm,��' TOWN OF'SOUTHOLD BUILDING DEPT. 765-1802 SPEC ON [ ] F96NDATION 1 ST [ ] ROUGH PLUMBING [ ] OUNDATION 2ND [ ] INSULATION [ FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE V10 TION [ ] CAULKING REMARKS: �,5 `44 ~ w A—s C c - sAe 152 1 JL-y ^� T DATE `"9 7 INSPECTOR ` rsf so TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 I N'SPECT N I FOUNDATION IST UGH PLUMBING FOUNDATION 2ND 7INSULATION FRAMING / STRAPPING FINAL FIREPLACE & CHIMNEY FIRE SAFETY, INSPECTION FIRE RESISTANT CONSTRUCTION FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) E�LICAL (FINAL) CODE VIOLATION CAULKING REMARKS: 62,&�nL DATE INSPECTOR 500, zi cl OF SOUry� �o �o UOUNiV,� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLUMBING [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLA ON [ ] CAULKING REMARKS: DATE -'07/0///6 INSPECTOR2-� ,A4 F SOU couffomm TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [Vrfl'N AL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: DATE U leo �� INSPECTOR r �] c LTJ # # TOWN OF SOUTHOLD BUILDING 765-1802 w�•- e u INSPECTIONS [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION' [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ELECTRICAL (FINAL) Lp [ ] CODE VIOLATION [ ]/I PRE C/O REMARKS: t��lels- /1 Cal- flA M LOS 0 ,21 7�C U OAd dniazk C3 4s-)J e O v �- e G PGli1 con, O re S� �oOr' dv ,Iv1De 1/1 DATE Zo INSPECTOR pE SObIhOlo 0>1 Ll qS # # TOWN OF SOUTHOLD BUILDING DEPT. couff 765-1802 - ANSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND" [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ]' FIRE RESISTANT,PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICA (FINAL) [ ] CODE VIOLATION [ ] PRE C/O Us�e V(/ 4oe4c REMARKS: DATE INSPECTOR RMA a y � a^»max r ° Rp ,ss r".d est.. 'Y � .• ,.,.�:.b,a„a,,,>,�„ Will til 3 a r � a 3 q t x F p f $� rn _ c 5 f ' •N'us v n_N�-. .. _...,.e..x:a�.,._„,..x....lss"f-°^� swe..wv..�.,eM. m..wi�-Jae2,. w. ..,,....,. . s �E y �s v w_. _ �.: T �. i i t� f N . i E z s � h r 6 Ji x ,BtnDING DEPT- ToWN OF SOU UOL I've also attached a photo of the CO detector that was installed at the same time, this item was also called out on Sean's inspection. o D� AUG 2 1 2020 BUILDI'�� DEPT. Tt:' - TaOL'D 2 35�y9s r i f We'd appreciate anything you can do to make sure the CO for this property is issued in a timely manner. Thank you, Ruth Metcalf Studio Manager Meryl Kramer Architect PC Physical Address: 260 Horton Ln Mailing Address: PO Box 1600 r-1 Southold,NY 11971D E3Q�� 119711 LO (631)477-8736 mkarchitect.com AUG 2 , 2020 BUII,pWr DEFT. TO` IIflLD 3 11305 Spaulding Street Omaha, NE 68164 January 1, 2017 Town of Southold Building Department P.O. Box 1179 Southold, NY 11971 Re: Sccfield, 19915 Main Road, Orient, Building Permit 39495 To Whom It May Concern: During an inspection in August, 2016, 1 was advised by the inspector that the remaining item for issuance of a Certificate of Occupancy was grading and seeding or a contract for same. Please be advised that grading and seeding was completed in sufficient time for seed germination and that the driveway drain has been completed. I believe that this completes the requirements for the Certificate of Occupancy for above residence in your letter dated August 29, 2016. If anything else is required please contact Dave Murray. Frederic C. Scofield Cc: Dave Muray 449 Main Street Greenport, NY 11944 Myrie Kramer PO Box 683 Greenport, NY 11944 D "[EC[E0'V[2 DD JAN 6 2097 BUILDING DEM TOWN OF S® ®LD • 1 • �/��( �/� .G.��' - - - iii.✓..�1_s:. - � ` •u MUM I Awl 1 STATE ENERGY • r `sem o � - l ON • i l • • i i � / r FATMANNEWOM rd FM IN WM v MR, r rr `TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLI\ BUILDING DEPARTMENT Do you have or need the following,before applying?,,_ TOWN HALL Board of Health SOUTHOLD, NY 11971 ; , ' = 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 Survey SoutholdTown.NorthFork.net PERMIT NO. s Ct�e s Check Septic Form N.Y.S.D.E.C. Trustees D E C (� C.O.Application LE V IS Flood Permit Examined ,20 Single&Separate I(� JAN m 5 201 I Storm-Water Assessment Form Contact: Approved ,20 BLDG DEPT Mail to: TOWN OF SDUTHOLD Disapproved a/c Phone: • 8 Expiration ,20__q � • Building Inspector APPLICATION FOR BUILDING PERMIT Date Jr , 20 V INSTRUCTIONS a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises, relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of,Occupancy., f.'�Every building permit shall expire'if the,wo'rk authorized has not commeirced within 12 months after the date of issuance 6r'-has not been completed within:18 months from such date. If no zoning amendmeri&or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize, in writing,the extension of the permit for an addition six months. Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York, and other applicable Laws, Ordinances or Regulations,for the construction of buildings, additions, or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws, ordinances,building code,housing code, and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. (Sig t re of applicant or name, if-a corporation) pb PLOY. (08�, &aA port.N Y t lI4A ailing ad ress of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder---- AKAt r,01 Name of owner of premisesfZ,�� (As on the tax roll or latest d'e`ed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Locati �f la�nJd on whichAropo �w�ork will be done:OR I House Numbers Street Hamlet County Tax Map No. 1000 Section Block Lot IBJ Subdivision Filed Map No. Lot K. ~ 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy 2 FA f AI L,Z b. Intended use and occupancy 3. Nature of work(check which applicable): New Building Addition I/ Alteration Repair Removal Demolition - Other Work (Description) 4. Estimated Co45 d0 , ODa• DD Fee (To be paid on filing this application) 5. If dwelling, number of dwelling units Number-ofd elling units on each floor If garage, number of cars 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensionsof ex'sting structures, if any: Front P3,4 Rear_ �S • Depth ��� ?2 Height '2 Number of Stories Dimensions of same structure with alterations or additions: Front 1 Rear 24 Depth Height Number of Stories Z 8. Dimensions of e t' e new construction: Front Rear Depth Height 1 ' 2` Number of Stories 9. Size of lot: Front •'�'TRear I Depth )�S •(o AV6 . 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated �' 1�D 12. Does proposed construction violate any zoning law, ordinance or regulation? YES/ NO 13. Will lot be re-graded? YES NO /Will excess fill be removed from premises? YES /NO !t 3o5 SfP6JuPJN6 S! 14. Names of Owner of premises SGO f)Vp Address Owb*m' NP-. Phone No. 4 2 - 40- Name 40•Name of Architect M V*A-MP_4Z• Address Fly goX b'0 k,6l ORF-Phone No 4+t- 84-7-4 Name of Contractor Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO * IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide,survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES NO * IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF ) 04 being duly sworn, de'po'ses and°says that(s)he is the applicant (Name of individual signing contract) above named, { � CONNIE D.BUNCH N (S)He is the O�i ! Notary Public,State of New York (Contractor, Agent, Corporate Officer, etc.) No. 1 606uvs ®uaiified in Suffolk county 0 commission Expires April 14,2_ of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me this 1' day o 1. vuu' ' 20 f� ; Notary Public igna u e of Applicant BOARD MEMBERS tf soar Southold Town Hall Leslie Kanes Weisman,Chairperson �� y� 53095 Main Road •P.O.Box 1179 h0 l0 Southold,NY 11971-0959 Eric Dantes Office Location: Gerard P.Goehringer Town Annex/First Floor,Capital One Bank George Homing O yQ 54375 Main Road(at Youngs Avenue) Kenneth Schneider CowN Southold,NY 11971 http://southoldtown.northfork.net RP ZONING BOARD OF APPEALS 4- f 'S TOWN OF SOUTHOLD MA14 Tel.(631)765-1809-Fax(631)765-9064Q� �To n w Clerk FINDINGS,DELIBERATIONS AND DETERMINATION MEETING OF MARCH 20,2014 ZBA FILE: 6728 NAME OF APPLICANT: Frederick C. Scofield,Jr. PROPERTY LOCATION: 19915 Main Road (aka State Road 25) (corner Stephenson Road and Private Road(Birdseye) Orient,NY. SCTM41000-17-1-13 SEORA DETERMINATION: The Zoning Board of Appeals has visited the property under consideration in this application and determines that this review falls under the Type II category of the State's List of Actions, without further steps under SEQRA. SUFFOLK COUNTY ADMINISTRATIVE CODE: This application was referred as required under the Suffolk County Administrative Code Sections A 14-14 to 23, and the Suffolk County Department of Planning issued its reply dated January 8, 2014 stating that this application is considered a matter for local determination as there appears to be no significant county-wide or inter-community impact. LWRP DETERMINATION: The relief, permit, or interpretation requested in this application is listed under the Minor Actions exempt list and is not subject to review under Chapter 268. PROPERTY FACTS/DESCRIPTION: Subject property is a non-conforming 15,714 Sq. Ft. lot in the R40 zone district. It is improved with a two story single family dwelling. It has 241.55 feet of frontage on Stephenson's Road, 131.90 feet along the northern property line, 145.64 feet along Birdseye Road (Private Road)and 81.57 feet on King's Highway State Road 25(Main Road) as shown on the survey dated 10-15-2009 last revised 12-10-2013 prepared by John C. Ehlers, LS. BASIS OF APPLICATION: Request for Variances from Article XXIII Section 280-124 and the Building Inspector's December 26, 2013, amended December 30, 2013 Notice of Disapproval based on an application for building permit to construct additions and alterations to existing single family dwelling, at; 1) less than the code required side yard setback of 10 feet,2) less than the code required rear yard setback of 35 feet. RELIEF REQUESTED: The applicant is requesting to construct a one story garage addition, deck addition and screen porch addition requiring variance relief for a side yard setback of 2.4 feet where the code requires 10 feet and a rear yard setback of 18.1 feet where the code requires 3 5 feet. ADDITIONAL INFORMATION: During the hearing the applicant's agent was asked to provide more information regarding the number of houses accessing the Private Road(Birdseye), and the character of the neighborhood. On March 12, 2014,the Zoning Board received information that there are 11 lots accessing Birdseye Road and two are vacant, 9 lots access Stephensons Road and two are vacant, many are seasonal homes. The agent provided surveys and a google map showing several properties with similar setbacks as requested by the applicant. MURRAY DESIGN & BUILD November i6th,2o16 Southold Building Department 54375 NY-25 Southold,NY 11971 To Whom it May Concern, This letter is to confirm completion of the final item necessary for final C.O.at the Scofield Residence, 19915 Main Road,Orient,NY 11957• Attached is a photo from-govember 7th,2016,showing the completed driveway drain: 'w "Vti::' '�v-..ltlN:. YK'w"� W�. �,-x §F „ar •r '1 hJ' IY'. s, - Via. �- '•-v �i.' ,i+Mcp."g.. ,.lte `'0.:�L v...s Yy +i� 1V�,','Pi>�:Pt,^:17�,.t,t '' ,.,e.t--'• . i Z Y�,`•% Pi The topsoil,grass seed,and irrigation were also completed by the time of photo. Thank You, David Murray D ��L`�D�� D ,DAN 4 2017 Murray Design&Build BUILDING DWT- TOWN OF SOUTHOLD 449 Main Street,Greenport Iv 11944.631.477.0075.dmurray@iiiurraydesignbuild.com.murraydesignbuild.com Page 2 of 3-March 20,2014 ZHA96728—Scofield SCTMI#1000-17-1-13 FINDINGS OF FACT/REASONS FOR BOARD ACTION: The Zoning Board of Appeals held a public hearing on this application on March 6,2014 at which time written and oral evidence were presented. Based upon all testimony,documentation, personal inspection of the property and surrounding neighborhood, and other evidence,the Zoning Board finds the following facts to be true and relevant and makes the following findings: 1. Town Law 5267-b(3)(b)(1). Grant of the variances will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. The applicant's single family dwelling and many other dwellings in the area were built before zoning was established, and these nonconforming structures are characteristic of the neighborhood. The applicant's agent provided documentation of several homes with similar setbacks as those being requested. 2. Town Law 5267-b(3)(b)(2).The benefit sought by the applicant cannot be achieved by some method, feasible for the applicant to pursue, other than an area variance. The dwelling currently has pre-existing non- conforming setbacks and any additions will require variance relief. The home is in an area of several non- conforming lots with homes that have non-conforming setbacks. 3. Town Law §267-b(3)(b)(3). The variances granted herein are mathematically substantial, representing 76% relief from the code for the side yard setback request and 48%for the rear yard setback request. However,this is mitigated by the fact the property has three street frontages, with Stephensons Road being the only legal access for ingress and egress to the subject property, and the fact that the proposed porch addition along the easterly side yard will maintain the pre-existing non-conforming 3 foot setback and the proposed deck addition will increase the side yard setback from 2.4 feet to 5 feet. r 4. Town Law 5267,-b(3)(b)(4) No evidence has been submitted to suggest that a variance in this residential community will have an adverse impact on the physical or environmental conditions in the neighborhood. The applicant must comply with Chapter 236 of the Town's Storm Water Management Code. 5 S. Town Law 5267-b(3)(b)(5). The difficulty has been self-created. The applicant purchased the parcel after the Zoning Code was in effect and it is presumed that the applicant had actual or constructive knowledge of the limitations on the use of the parcel under the Zoning Code in effect prior to or at the time of purchase. 6. Town Law 4267-b. Grant of the requested relief is the minimum action necessary and to enable the applicant to enjoy the benefit of additions and alterations of their home while preserving and protecting the character of the neighborhood and the health, safety and welfare of the community. RESOLUTION OF THE BOARD: In considering all of the above factors and applying the balancing test under New York Town Law 267-B, motion was offered by Member Horning, seconded by Member Dantes, and duly carried,to GRANT,the variances as applied for,and shown on the survey dated 10-15-2009 last revised 12-10-2013 prepared by John C.Ehlers,LS.And the architectural plans dated 12-09-2013 prepared by Meryl Kramer,Architect,labelled Al-3. CONDITIONS 1. The applicant shall install a vehicular safety barrier between the porch and the private road,known as Birdseye Road. 2. All fencing must be located on the subject property That the above conditions be written into the Building Inspector's Certificate of Occupancy, when issued. Page 3 of -March 20,2014 ZBAt16728—Scofield SCTM#1000-17-1-13 Any deviation from the survey, site plan and/or architectural drawings cited in this decision will result in delays and/or apossible denial by the Building Department of a buildingpermit, and may require a new application and public hearing before the Zoning Board of Appeals. Any deviation from the variances)granted herein as shown on the architectural drawings, site plan and/or survey cited above, such as alterations, extensions, or demolitions, are not authorized under this application when involving nonconformities under the zoning code. This action does not authorize or condone any current or future use, setback or other feature of the subject property that may violate the Zoning Code, other than such uses, setbacks and other features as are expressly addressed in this action. The Board reserves the right to substitute a similar design that is de minimis in nature for an alteration that does not increase the degree of nonconformity. Vote of the Board: Ayes: Members Weisman (Chairperson), Schneider, Horning, Coehringer, Dantes, This Resolution was duly adopted(5-0). Leslie Kanes Weisman,Chairperson ' Approved for filing 314 /2014 r Scott A. Russell t : s �' ;4� S�C'(o��E�I��ICW A\T]EIE, SUPERVISOR A I\\1[A\N A\G]E1\\41EN`]F SOUTHOLD TOWN HALL-P.O.Box 1179 53095 Main Road-SOUTHOLD,NEW YORK 11971 rj rji Town of Southold CIELAYTER 236 - STORIAWATER MANAGEMENT WORK SHEET 'JAN 0 7 2015 (TO BE COMPLETED BY THE APPLICANT ) DOES THIS PROJECT INVOLVE ANY OF THE F'OLLOWINC- s },�5 VO (CHECK ALL THAT APPLY) A. Clearing, grubbing, grading or stripping of land which affects more than 5,000 square feet of ground surface. ` , ❑ B. Excavation or filling involving more than 200 cubic yards of material within any parcel or any contiguous area. Q �p �ar7tiQxztl�zp� wllicl�e�xceecl 1 feet vertical rise Co 100 feet of horizontal distance. :. El D. Site preparation within 100 feet of wetlands, beach, bluff or coastal I erosion hazard area. El E. Site preparation within the one-hundred-year f loodplain as depicted on FIRM Map of any watercourse. F_ [j Installation of new or resurfaced impervious surfaces of 1,000 square E# feet or more, unless prior approval of a Stormwater Management Control Plan was received by the Town and the proposal includes in-kind replacement.of impervious surfaces. If you answered NO to all of the questions above, STOP! Complete the Applicant section below with your Name, Signature, Contact Information, Date & County Tax Map Number! Chapter 236 does not apply to your project. If you answered YES to one or more of the above, please submit Two copies of a Stormwaler Management Control Plan and a completed Check hist Form to the Building.Department with your Building Permit Application. S.C.T.M. '. 1000 Date- APPLICANT: (Property Owner,Design Professional,Agent,Contractor,Other) D,Inti NAME: �6�� 3cxQ aeyl a ��.� I I 13 _ I-5 -15 Section Block Lct — 6S�„,., r•F:�•. i �11it-DING' DUPAIP"t'NIENT USE JjNLY Contact Information :Frrp4ict Vain Y.z. Rev;ewed y: Ja:e r -����--- Property Address / Location of Construction Work: — — - - - - - -- - — -- — - - ® � Approved f proce,�ina Bo:;ding Permit -_� j. ____JLL"b A.-. ----- _- -- -• _tormwa.Aef sv al"agem-nt`c:;tioi Pl_r;Not Re:;fired. (A torn,water Marz2eni-'n' ci:troi PlI,n i�Require,. ;FO`rici(d t,�l-_Itntjinrr'Fh Der"-!;rnerl for Revwvi) APPLICANT' SProprrry es , . S.C`-_.!T.M._ 1000 OwDign CHbER 236 L Stormwater Mana!,zemegnt Control Plan CIECK LIST nAML - !��/ %r�j,�j f�f,M. � Scruon Bloc) Lot w m SM C P -Plan Requirements: Pro\ide ONE copy or the Building Permit Application - Date � _ * The applicant must provide a Complete Explanation and/or Reason for not piovidmg 14 all Information that'has been Required by the following Checklisd- r 1. A Site Plan dravvii to scale Not Less that 60*to the inch MUST iYE� NO NA If You ans\yered No or NA to any Item,Please Provide Justification Here! shop+ all of the follo\v tng items: If you need additional room for explanations,Please Provide additional-Paper. a. Location& Description of Property Boundaries e 0 b. Total Site Acreage. c. Existing-Natural& Man Made Features within 500 L.F. EROSION &SEDIMENT CONTROLS of the Site Boundary as required by§236-1mxz - -- Shall include but not 0e limited to: d. Test Hole Data indicating Soil Characteristics&Depth to Ground Water. 0 A well maintained Construction Entrance, e. Limits of Clearing& Area of Proposed Land DisturbEn-ce Wire garkpd Silt Fencing,stabilization & f. Existing&Proposed Contours of the Site wmnnurn'Z Interval: g. Location of all existing& proposed structures. roads, driveways.sidewalks, drainage improvements&utilities. h. Spot Grades&Finish FIoor Elevations for all existing& � proposed structures. 1. Location of proposed Swimming Pool and discharge ring. j. Location of proposed Soil Stockpile Area(s). I', Location of propo;,ed Con,truction Entrance/Staging Area(s). ✓ �� 1. Location of proposed concrete washout area(s). �f_ I�✓ rpt» c.,�!M. Location of all proposed erosion&sediment control measures. ✓ OO 2. Stormwater Mainagement Control Plan must include Calculations showing DRAINAGE that the stormwaier improvements are sized to capture.store.and infiltrate IRED on-site the run-off from all rmpern sous surfaces generated b) a two(21 inch ring at 65-1560 befom rainfall/storm event. Baddit OR Provide Engineer's C 3. Details&Sectional Drawings for siormi\atcr practices are required for approval. th drainage has b een instalIg Items requiring details shall include but not be limited to: FiFFJ a. Erosion&Sediment Controls.b. Construction Entrance&Site Access. �c. Inlet Drainage Structures (e.g.catch ba,-nns.beach drains,etc) �11�[ _„� �o d. Leaching Structures (e n.infiltration basins swalas.etc.) FOR ENGINEERy.. .��._ ,....._^�� .... ONLY Additional :I,�- � -=`:=;.`-w:w�-�.n��---�=�=:�- ��:=u�::=�=-=-.-`-•-�,_.._.._.-___.__:-._u,.--__-.__-_�x 'I G E ART u_E O` Additional Information is Required. �l I Reviewed & I}: 1 Storm���ater Management Control Plan is Not Complete. : Approved BY: - - - - - - - - - - - - - - - - - - - - - - - -;r ' / I Storm��-ater Management Control Plan is Complete. �p_ J `' .? Date: `1�/�`� I SMCP has been approved by the Engineering Department.,;; ' FORM � SWCP heckL,st-TOS MAY 2014______._-.___�_._.._.._.-._�._r_.___.�....___�_____.,--__._.____.-._�._-..-�._.- _tet _ 'sleds dOAsy 0 - $"00-V.so NOSUFFO(� BUILDING DEPARTMENT - EIrlca(� �(�ec-to p�� CSG TOWN OF SOUTrLY ��vLl=; I, } D y� Town Hall Annex - 54375 Main R d - PO Box 1179 J C/1 - Southold, New York 119 4 0 ® 7 2020 y p� Telephone (631) 765-1802 - FAX (631) 765-9502 rogerr(cr�southold town ny.gov sea nd(cDso> T,F I-.ts®Mpyn APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (Au Information Required) Date: 7 Company Name: Name: 180L a License No.: 2 &70 email: 4 Address: Phone No.: JOB SITE INFORMATION (All Information Required) Name: 5100 </r Address: /2q {e 216 i Cross Street: s sj,v es4 rd-s �S Phone No.: 477 �, ,` _� ,'-a_ ee Bldg.Permit#: 3 9 g S, Z email: ra ka. f;�m,Lr Tax Map District: 1000 Section: 17 Block: Lot: 43 BRIEF DESCRIPTION OF WORK (Please Print Clearly) _ 67ay sF F-,o d Circle All That Apply: Is job ready for inspection?: -�/ NO Rough In Cn> Do you need a Temp Certificate?: YES / NO Issued On Temp Information: (All information required) Service Size 1 Ph 3 Ph Size: A # Meters Old Meter# New Service - Fire Reconnect - Flood Reconnect - Service Reconnected - Underground - Overhead # Underground Laterals 1 2 H Frame Pole Work done on Service? Y N Additional Information: PAYMENT DUE WITH APPLICATION Request for Inspection Form As l yVuts Juts 8 - �seo-oo`.aa — fqo OS�FFO�KC BUILDING DEPARTMENT- EI .�ical Mi p� �G TOWN OF SOUT Town Hall Annex - 54375 Main 0 - PO, Box 1179 ; :J "' Southold, New York 1, 0 7 ,2020 �- y�r Telephone'(631) 765-1802 - FAX (631) 765-9502 Ol �' '.rogerr(cDsouthold.to`'Whny,.gov seand(a� ogi�glliOpg v APPL[CATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Dater Company Name: J Name: �- 13oh License No.: 2G►70, email: Address: ' Phone No.: J��b t ,� LV66 a JOB SITE -INFORMATION (All Information Required) Name: ;e_ l S4Ca (7r Address: p f2 25 Cross Street:, B I re (1 GaStF Phone No.: & t 77acr r Bldg.Permit M 8,7 V email f ;; Tax.Ma Qistrict: 1.0.00- Sectidn: j Block: dot: BRIE_ F DESCRIPTION OF WORK,(Ploase,'Print ClearIy)1-- • 5V Circle All That Apply: Is job ready for inspection?: - ! NO Rough In Cn> Do you need a Temp Certificate?: YES /. NO issued On Temp Information' (All information required) Service Size 1 Ph 3 Ph Size. °A- # Meters Old Meter# Nevyr Service -,Fire Reconnect- Flood,Reconnect- Service Reconnected - Underground - Overhead # Underground Laterals 1 2 H Frame Pole Work done on Service? Y- N Additional lnformatiod, _ ' ._ PAYMENT DUE WITH APPLICATION _ Request for Inspection Formals l �a v PERMIT# -------- Addres . Switches Outlets GFI's Surface `b Sconces \A\ H H's UC Lts Fans 1 Fridge HW 11 � Exhaust I I Oven Dryer I 1 . Smokes l 0 DW Service Carbon f `� Micro Generator II Combo Cooktop Transfer AC AH Mini Special: ��L Comments � Q I �� � PJ fes/ 0 S ua 1/1 S ;6b r bd�1'0 0 MIN L'5'� jela, -2, IS(\. k AR-4�, �C M E R Y L K R A M E R OCT / 2015 L✓ I a r c h i t e c t `3LDG DEPT Mr. Michael Verity 213 E. FRONT STREET Southold Town Building Dept. POST OFFICE BOX 683 Southold Town Hall GREENPORT, NY 1 1944 PO Box 1179 Southold, NY 11971 6 3 1 - 4 7 7 - 8 7 3 6 m k a r c h i t e c t . c o m October 7,2015 RE: 19915 Main Road Tax Map 01000-17-01-13 Dear Michael, Attached please find revised first and second floor plans showing framing revisionsfo above mentioned property. B � SEREDq�c R.k 0 s e I EE A* 9�DPNEW'(Q o��®F SOUlgol � o Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 G • Southold,NY 11971-0959 '® a � onua Y,� August 29, 2016 BUILDING DEPARTMENT TOWN OF SOUTHOLD Dave Murray 449 Main St Greenport NY 11944 Re: Scofield, 19915 Rt 25, Greenport TO WHOM IT MAY CONCERN: The Following Items(if Checked)Are Needed To Complete Your Certificate of Occupancy. NOTE: Letter for Chapte&M Storm Water-manage compliance and truss placard required. Application for Certificate of Occupancy. (Enclosed) Electrical Underwriters Certificate. A fee of$50.00. Final Health Department Approval. Plumbers Solder Certificate. (Ail permits involving plumbing after 4/1/84) Trustees Certificate of Compliance. (Town Trustees#765-1892) Final Planning Board Approval. (Planning#765-1938) Final Fire Inspection from Fire Marshall. Final Landmark Preservation approval. Final inspection by Building Dept. Final Storm Water Runoff Approval from Town Engineer BUILDING PERMIT — 39495 —Add/alts Town Hall Annex ,.rr+�+ ®,cc�rr�� Telephone(631)765-1802 54375 Main Road 'ir' `u' ` Fax(631)765-9502 P.O.Box 1179 Southold,NY 11971-0959 �® BUILDING DEPARTMENT TOWN OF SOUTHOLD June 26, 2020 Frederic Scofield Jr. 11305 Spaulding Street Omaha, Nebraska 68164 RE:19915 Route 25, Orient NOTE: Certification from Architect or Engineer required that the Zoning Board of Appeals conditions 1 and 2 have been completed. TO WHOM IT MAY CONCERN: The items marked below are required to obtain your Certificate of Occupancy Application for Certificate of Occupancy. (Enclosed) Electrical Underwriters Certificate. (weonly have electricforthe underground service,not the work on the house) A fee of$50.00. Final Survey with Health Department Approval. Plumbers Solder Certificate or Pex Affidavit Trustees Certificate of Compliance. (Town Trustees # 765-1892) Final Planning Board Approval. (Planning # 765-1938) Final Fire Inspection from Fire Marshall. (631-765-1802) Final Landmark Preservation approval. Final Elevation Certificate required. Final Storm Water Runoff Approval from Town Engineer Spray Foam Insulation certification from a NYS licensed architect or Engineer BUILDING PERMIT: 39495-Z additions/alterations M E R Y L K R A M E R a r c h i t e c t 2 6 0 HORTONS LANE June 5,2020 POST OFFICE Box 1 6 0 o Town of Southold Building Department SOUTHOLD, NY 1 1971 Town Hall Annex JUN - 6 2020 6 3 1 - 4 7 7 - 8 7 3 6 54375 Route 25 PO Box 1179 m k a r c h i t e c t c o m Southold, NY 11971 Attn:Sue Pontino RE: SCOFIELD RESIDENCE TAX MAP#1000-17:113 19915 Route 25(Main Rd) Orient,NY 11957 Reference#:R10-140012 Dear Sue: I am submitting the Approved Survey from the Suffolk Country Department of Health Services dated May 7, 2020. This approved survey was for the septic system that was installed during the 2015 renovations and additions for the above referenced property. As this was the final piece of documentation required by your office, we are requesting that you complete the Certificate of Occupancy for this property and mail it to our office. Feel free to call or contact us with any questions or concerns, we are hopeful to close this out as soon as possible Sincerely, &t( h Ruth Metcalf cc: Frederic Scofield Jr. enc.Approved Final Survey-5_7_20 Town Hall Annex ® Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 Southold,NY 11971-0959 ®' dot BUILDING DEPARTMENT TOWN OF SOUTHOLD June 26, 2020 Frederic Scofield Jr. 11305 Spaulding Street Omaha, Nebraska 68164 RE:19915 Route 25, Orient NOTE: Certification from Architect or Engineer required that the Zoning Board of Appeals conditions 1 and 2 have been completed. Q ')�-� 1O TO WHOM IT MAY CONCERN: The items marked below are required to obtain your Certificate of Occupancy Application for Certificate of Occupancy. (Enclosed) Electrical Underwriters Certificate. (We only have electric forthe underground service,not the work on the house) A fee of$50.00. Final Survey with Health Department Approval. Plumbers Solder Certificate or Pex Affidavit Trustees Certificate of Compliance. (Town Trustees # 765-1892) Final Planning Board Approval. (Planning #765-1938) Final Fire Inspection from Fire Marshall. (631-765-1802) Final Landmark Preservation approval. Final Elevation Certificate required. Final Storm Water Runoff Approval from Town Engineer Spray Foam Insulation certification from a NYS licensed architect or Engineer BUILDING PERMIT: 39495-Z additions/alterations M E R Y L K R A M E R a r c h i t e c t 2 6 0 H O R T O N S LANE July 7,2020 JUL — 7 2020 `- POST OFFICE BOX 1 6 0 0 Town of Southold Building Department SOUTHOLD, NY 1 1971 Town Hall Annex BUTIDrN DITa7 6 3 1 - 4 7 7 - e 7 3 6 54375 Route 25 PO Box 1179 m k a r c h i t e c t c o m Southold, NY 11971 RE: SCOFIELD RESIDENCE TAX MAP#1000-17:113 19915 Route 25(Main Rd) Orient,NY 11957 Reference#:11110-140012 To Whom it May Concern: I am certifying that both conditions set forth by the Zoning Board of Approvals for the above-mentioned property on 3/20/2014 have been met. Per ZBA#6728: 1. The applicant installed boulders as a vehicular safety barrier between their porch and Birdseye Lane. 2. There is currently no fencing located on the property. Feel free to call or contact me should you have any questions or concerns. Sincerely, Meryl R. Kramer Architect,AIA, LEED AP cc: Frederic Scofield Jr. C7 )r P C.A 024802 F OF Nvt4 Bunch, Connie 2VTS- From: Ruth Metcalf <ruth@mkarchitect.com> Sent: Friday,August 21, 2020 10:49 AM To: Jarski,John Cc: Bunch, Connie Subject: Requested Pictures - 19915 Main Rd, Orient Hi John, When we spoke on Wednesday, August 12th about the property at 19915 Main Road, Orient you asked me to send you a picture of the installed smoke detector in the study with no bed. Please see the attached photo. Additionally, we have scheduled Sean to come back out to the property on 8/25 to inspect the other electrical items that he called out during his 7/8 inspection. D ��1151� n L�! AUG 2 1 2020 IG DEPT. TOS T OLD i Bunch, Connie From: Ruth Metcalf <ruth@mkarchitect.com> Sent: Tuesday,August 25, 2020 2:29 PM To: Pontino, Susan; Bunch, Connie Subject: CO - Scofield Property - 19915 Main Road, Orient Attachments: Scofield Final Electric Insp 8_25_20.pdf,TOS Submission Letter- Scofield ZBA Cert -7_ 7_20.pdf,TOS Electrical Certificate Request.pdf Hello, Per your June 26th Certificate of Occupancy checklist, the electrical inspection was the final requirement to get the CO for the above property issued. Please, at your earliest convenience, release the CO to the homeowner, Rick Scofield. Connie, as you know, I sent the pictures that John Jarski requested last Friday. I turned in Meryl's signed certification that the conditions of the ZBA determination had been satisfied on July 7th. Thank you, Ruth 5U RVEY OF 1 ROFERTY S.C.D.H.S. REF. 10-- 14-001 2 N 51 TU ATE : ORIENT RECEIVED e TOWN : SOUTHOLD020 W E 5U FEOLK COUNTY, NY MAY O1 2i7 SURVEYED 1 0-1 5-2009 S REVISED 1-28-2010 SUFE CO.HEALTH SERVICES REVISED 1 1-25-2013 OFFICE OF WASTEVVATEI�MGT. PROP. ADDITIONS 12-10-2013 REVISED 01-1 0-201 3 REVISED 04-04-2014 REVISED 05-02-2014 REVISED 01 -09-2020 REVISED 04-17-2020 SUFFOLK COUNTY TAX # 1000 - 17 - I - 13 CERTIFIED T0: FREDERICK C. SCOFIELD JR. Coo e y o lT�� b�c9'y IK LI � X O O \ (p� p \ fon \ ________ ___ 212' VA`-S </'t� Q(D zfn 0 C11 = D VEWAY 0 159' 3 r FRAME O o S DE aCK � � d N ��59FRAMEOPY - -- - -- - ---- -- _GARAGE -is.4 - - ---- ---_-_---_ --' ---= -_-- -__ -- - -�-- ---— -- --- - N- ��. ;30 Cizem N 4s, ACO m hi orXH r , 360'__-____ s A 284' B ST — v U1 I ro� 4S, u ! B-175'= C r+ OA408° f A_33, B-28'G. a 8-26'9"DP DP LP cry c,f A-39' r O C9 �A LP LP LP B 2 19" 7u A-49'G"i Q A-47' GA5 i� B-40' Ut Q METER/ S -O w------ SUFFOLK COUNTY OEP4.RTMEXTOF HEALTH SERVI = 81 .57' ed a of as halt -APPROi, ,, O-QON_TRUCTED WORKS FOR wbi A SINGLE FAWLV RESIDENCE ��pp pp�/ p� /]� a5 halt roadway weMAY f H.S.Ref.N0. 10_'1 j-I•Z:'4I he sI and water supply iaciillies t this Location have lin KI n '5 h I h Wa dol,b5'R'IIn2 r 5 Main Road nspected and/or carli ied by this Depautentor other agencies and found 8® m aallsfactay FOR A MMIMI M QF_L�_BEDROOMS. Cmig Knepper® P.E.9 Chlef va,cANr cP CESSPOOL pP D15TRI13RUTION POOL SEPTIC TANK t �� "Unauthorized alteration or addition to a survey F �K� ���be . map bearing a licensed land surveyor's seal is a NOTES: JOHN C. E H LE R5 LAND 5 U RVEYO I \ ��{� ° C. C violation of 5ecliN York subte Education 2, of the 'v L� �� New York Slate Educobon Law° —• — WIRE FENCE 0 < aye "only copies from the original of this survey ■ MONUMENT FOUND marked with on original of the land surveyor's •t 1 stomped seal shall be considered to be valid true r:a b `,� copies' 6 EAST MAIN STREET N.Y.S. LIC. NO. 50202 ' ;'���p�° ', f, y(�'J 'Certifications indicated hereon signify that this Area = 15 714 S Ft. survey was prepared in accordance with the ex— Area = 0.3GO8 Aces RIVERHEAD, N.Y. 1 1901 3G9-8288 Fax 3G9-8287 < y °' isting Code of Practice for Land Surveys adopted by the New York State Association of Professional „_ , Land Surveyors Said certifications shall run only 0 longlslandlandsurveyor.com lSi 60202to the person for whom the survey is prepared, GRAPHIC SCALE I 4 and on his behalf to the title company, governmen— LAND ,� tol agency and lending institution listed hereon, and o theassignees of the lending institution Cerlifica- 09-1 70 tions are not transferable to additional institutions d Z9 X113 11 3]D1AN C Uuve bFn Daummt"N Dr be"13 I3-101," f� 5 U RVEY Of PROPERTY N 5ITU ATE : ORIENT RFCEIVED TOWN : 50 UTH O LD7 7 011 W ' E SUFFOLK COUNTY NY sA� �l � OF ApPEAL5 SURVEYED 10- 15-2009 g(}pRL� S REVISED 1 -28-2010 REVI5ED 1 1 -25-2013 PROP. ADDITIONS 12- 10-2013 5UFFOLK COUNTY TAX # L= 171 ( 1000 - 17 - I - 13 s s c90 CERTIFIED T0= FREDERICK C. SCOFI$LD JR. c) mortar z N 0 -N D � o ° Q --------3ax--------- vt ►s v o - % . (D c-t' E +f� i sr�OOP' o 1 4 q GARAG!_ o ADDITI N I O 5 I += z.� 7. IR P.n O � 3� DECKT 15TING DECK ✓ y, TO BE REMOVED well `/ Lg 5.9 20.$ 2.4 PROPOSED SECOND �p 2 Story STORY ADDITION 1 Frame Mau e 36.0 2e,4 _ EXISTING SECOND STORY L71j��� DORM ER REV15ION EDW iDWt• 3 -p U1 rIc = Ul ev stoop DRAINAGE 5Y5TGM CALCULATIONS T HOU59 ROOF INCLUDING NEN rORCH[5 2,034 50.FT.X 0.17-34C CU.FT. �, q•�1 CP ;to' 1,CP,, IOU 346 CU.FT.!42.2-8 2 VERTICAL FT.OF&DIA.LZACHING FOOL RLQUIRLD C� PROVIDE(3)V DIA.X V STORM DRAIN POOLS ^ CP =_-�] P4"ZONING R-40IRMOENTIAL TAX W 0 tuoal7•I.la �' liter.Ern AM 15,714 S.F. Lssc ' , O 1 .......0.ri.W_...... Ez= r MOTING •. roTAL f,mra�t o coverAGt moor. creta :,e�:e•r. taste / --.... O-l-l-11-/.A.�/./. .a 9 a�..�............... i _..................d(19T.COVERAGE f,CC9r 10.61 OPOED 5 7' ... ....... McDONALD GE05CIENCE 10-21-13 7E5T tfOLE DATA ELS 15' a5 ha{t roadway t DARK BROWN LOAM OL 1~L� double yellow line a - aln --- BROWN 5ANDY CLAY WITH GRAVEL IN LAYERS CL 1 ----- ---I I.1' WATER IN BROWN 5ANVYCLAY WITH GRAVEL IN LAYERS CL ----- --- - 20, Wo�o�I WIN FINE REVIEWED BY ZBA I --28' VACANT SEE DEC SIGN # COMMENTS: WATER ENCOUNTERED I !.P BELOW SURFACE: DATED.L dIII 'Unaulherlxed atteratl or addllwn to a survey NOTES: map bearing a licensed and su"yor a seal is a JOHN C. E H LE R5 LAND 5 U RV EYO R "cation of section 7za, sub to Ed on I,of the now orN State fducandn la». WIRE FENCE 'Only copies from the oelgindl of this survey ■ MONUMENT FOUND marked with an original of the land surve;rs t,tomped seal=hall be considered to be valid true co aids" G EAST MAIN 5TREET N.Y.5, LIG. NO. 50202 "Certifications Indicated hereon dignify that this Area = 15.714 5a1. Ft. wive y was prepared,n accordance With the ex- Area = 0.3608 Acres RIVERHEAD, N.Y. It 901 3G9-8288 Fax 3G9-8287 1=tlnq Code of Practice far Land Svrveys adopted by the New York State Association of Profeaslpnol GRAPHIC SCALE !'= 30' longlslandlandsurveyor.com `°to tn:person forld whom the tsurvey islD vor.a and on his behalf tothe title company,gavemmen- tal agency and lending m=tltution listed hereon,and o the assignee.of the lending Inslltution. Cerlifiea- Cane are not traroferoble to additional institutions 1 el ' o� �� ������ Software ��/ � � Certificate� �� ��—���� �� �� ��� � '�� ������ �� ��.��n� � � ��v� ��� � ��w�� ����~ ~~� � ����� ~~��� � Project Scofield Energy Code: 2010 New York Energy Conservation Location: Albany County, New York Construction Type: Single-family Project Type: Alteration Orientation: Unspecified Climate Zone: 5 (6894 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: Compliance: a.mmBetter Than Code Maximum UA: amx Your UA: 353 The mBetter o,Worse Than Code Index reflects how close mcompliance the house/"based o"""ae.traa°mrrules. ItDOES NOT provide""estimate menergy use"rcost relative to aminimum-code home. Envelope Assemblies Gross Area Cavity Cont. Glazing Assembly or R.-Value R-Value or Door UA Perimeter U-Factor Ceiling: Cathedral 950 28.0 1.0 0'035 33 Ceiling:Cathedral 950 28.0 1.0 0.035 33 Wall:Wood Frame. lDin.o.c. I.991 21.0 1.0 0.054 79 Orientation: Unspecified Window:Wood Prame, 3 Pane w/Low'E 143 0300 43 Orientation: Unspecified Window:Wood Frame, 2 Pane w/Low'E 18 0.300 5 Orientation: Unspecified Window:Wood Frame,2Pane w/Luw'e Zz 0.380 5 Orientation: Unspecified Window:Wood Frame,2 Pane wVLow'E 45 0.280 zs Orientation: Unspecified Window:Wood Frame, 2 Pane wVLow'E a§ 0.280 18 Orientation: Unspecified Window:Wood Frame,2 Pone w/Low'E 57 0.280 19 Orientation: Unspecified Window:Wood Frame,3 Pane w/Low'E 23 0.380 § Orientation: Unspecified Window:Wood Pramw, 2 Pane w/Low'E 26 0.280 7 Orientation: Unspecified Window:Wood Frame'2 Pane m/Low'E 12 0.280 3 Orientation: Unspecified Door:Solid lD 0.460 O Orientation: Unspecified ' Door:Glass 33 0.330 ll Orientation: Unspecified Project Title: Scofield Report date: 01/03/15 Oatafi|enarne: Pagel of 2 • Door: Glass 33 0.300 10 Orientation: Unspecified Door: Glass 18 0.330 6 Orientation: Unspecified Floor: Other Floor Over Uncond.Space 1,316 0.040 53 Compliance Statement. The proposed building design described here is consistent with the building plans,specifications,and other calculations submitted with the permit application.The proposed building has been designed to meet the 2010 New York Energy Conservation Construction Code requirements in REScheck Ver ionwOndco w' h e mandatory requirements listed in the'R.EScheck.Ispon_Che gkjjsL Name-Title t re Date Project Title: Scofield Report date: 01/03/15 Data filename: Page 2 of 2 r' RECEIVED JAN 1 '7 9 I ri OOF ApPEALS 4 BARD MEGFEJBSnN OBER 1441111 LLI an i C-) Imm z Ld ZWEDDECKADORION C) Fn z 2 EAST ELEVATION LU �: z LLI 0 C) C-) U) -PROPOSED GNUGEADOMCN OPOGEDSECDND BY CEVU SHNGLE SONG RAB-11- L=zt� -----REPLAOEEMSnNQWNDG- THnOWHOW LU 2111 "ONY 114111 P.,T."ICE lax&a] GRE'"0",NY 4 LLUI Z Elm FINA MAP REVI ED BY . B SEE DECISIO # WESTELEVATION DATED�j A2 � 1 LINEOES NEADM 77- � I iROEOSED GM14E.0— I •. - \ 6U AUI � ,1 4 • � �� LS —UNE A-S NE/DM F1;J ULJ $ � I � I L I / /----UNE-5 xEMM — uc -- --- I F--_ I I — Irk• _ h' I _\� I U LUI I — BmRoo. is�� , I ' —I• - I I � Z voacx I I rr i ' I -,,—I a DBEDRWn[,DORIONI I � W D✓'_ _ - I I z I ._ _ _ I I � I rlwEosEo oEat.nomox � I - I v, A. w � DEN rnCSR I I - I I OV]REOM1 aG I �� CL M . ..TE ■.�.s. i � A — � eEOR00M 113 E F0.0NT 111'11 + I BVIETMSN V1Nc w1NDRY O I I Iineotw w BEDRM. I I VOST E[ICE 60% 661 UNDERSTIR I/ I 00.EENYORT,NY 1114. IU.QN INING l] iR0PO5ED Sf.m. a u PDitCO IJEE /.DdTIDN UV mmmo, - o I ' I ---- !- FINAL MAP z REVIEWED BY B N SEE DEC SION # LL 1 EXISTING FIRST FLOOR PIAN � SECOND FLOOR PLAN DATED !O D/ 1 A-1 i jn g�jp4�C3 C)F w FINAL MAP z REVIEWED BY ZB o SEE DEC 10 # u } z UJ DATED / j/ / z oW w ° . IL O ' U ------ ---------- —PRDORMER A D=N SNINGIE ROOFINGTNRIXXRO F [IT E FRONT STREE- 1 --- — - -- POST OFFICE BOX i$) NEW WINODW$1NRDUGFgU/- FRDPOSEDSCHFENEO 'k[•[h t[c t s c. _' 1 - 'L—JI — PGRCl/ADDRgN aL K O K 1 SOUTH ELEVATION A3 ,y J� 14J, B U LU 1FFINAL MAP z z REVIEWED BY ZB o } SEE DEC 10 # z DATED / / ( Z oW J Ir Lil 0 LL O U _ r-vaGFOSEo DGRM1iFR ROOFING THROUGHOUT REDUCE SIZE OF OGSDNu DORA¢R •_ ----- --- — _ _ — --- - -- _- 111 E. FRONT FTREE� - ---'— - -- POST OFFICE EO% fFT OK NY IITHt f l l - • T T-N T T 6 NEW WINWINS THROUGHOUT- - -- - --- PROPUSEDSCREENIED Y••s h t•[l s a w `J PORCH AODfTRIN - NEWOITARSHING(LSIDING -- THROWN= NEWwOE9RtlL1HOMR LEI 11E Of _O 1 SOUTH ELEVATION i _ - A3 ,q r 9 r �] I DRAWINO ISSUE DATES D) I 1 EnWn-Set 05152014 b P""'P"'m 05.28 2014 Bid Sri er Bet 08112014 I OCT - 7 2015 Bid Ba` 11272014 �� 12222014 Conettueeon R-on Set 04302015 REVISION DMFS _ --. rvloCuUm2Rdn 10/2/15 ';SDG DEPT ur 17'-8 1/2' EXISTING 15'3" 10'-0' DECK VIF SCREENED PORCH 2'-B 1J2' 9'3' 2'-9 1/2' VIF REMO WIN W WIN W 5 EXISTING DECK 50p 30o IF as=e—a _—_—_—_�= ----I y -=�'f��2-2 X 8 HDR-2-2 X&MDR ul ' EXIST 2XS F10 16 0 C --TNEVl2XB CJ@16`0 C_r3 I D �Legend: 1 � A I x :______= Wall To Be Removed We11 To Remain NeW We11 _r(,(REENEDZi S ❑ pQ$yEj—� New Foundation Wall fl___y .I 0 x- W I I I I I I I UNDER SHEET WOOD R L8"PER F00T-��—N I -------- LlneaA6ove i I II FLOORING- i x�SLOPE AWAY- I + y --- Urias Below DECK LL__J VERIFY I .......- GUWelinea Fenm 07 0= I lot Door Teg II � STEP A80VE ro I I I WM-Teg 45'1 1/2" b m r I i Se 11-X, VIF W/D t I r^�� I I I z 2 , Sheet A-XXX 9'-31/4' 6'•]01/8' 7'-03/B• UP 8'-5' 13'-71J2' '4'F--�6'-31/2 o _i ,4, 2• 4,3" 3 2.2'1 1/2"J I I 123 IS rFii @-JL] D-1, STUDY EXISTING MASONRY WIN W WIN W R I I 0 - -II - - ---� I STOOP AND STEPS TO Dm,�n Te ----- -- ---- — ROOMT- - I EX WOOD FLOOR REMAIN g 2-2 1 HEADER 2-2X HEADER 2-2X10 ER I `_� ¢ -ll___ ` I I a x x Interior Elevation Tog Im of Feunaetcn el a mW ❑ 1 " - II__ _ MW I �\ 1' I - WINDOW q f,1, PANTRY -- T _T�1BOVE- \I' v x SEAT �' N I DOUBLE Fl UNDER WALL 12 1 L 1 1 1 ��� S' N 1 I I I I I $ NEW WOOD I I I� ON I I I I I I I ¢ FLOOR 7 f I tJv'® `0 I UP 5/8 TYPE X GWB AT LL WALLS AND CEILING o •� \ I I-I-I I_--_�I ✓I .�_. ��X02 RR @6 g r 1 �LL r--- TRIPLEFJ PC SLAB MI/BX W;L4X W14 WWM ,t m �--I- ----- ,r i ® 13 ' I EXIST 2Xe FJ®Y6 0 C Ts EXIST 2X8 Fl® 8 0 -DO BLE EACH JOIST 3 I 3 U i 24'9° 31/2' +/•12'•7' m 3 2" 7'-0' 1 p I I O M E R Y L N R A M E R VIF n .�-� L I I F a r c h PULL DOWN ATTIC ACCESS STAIR N _J,7HE _ I 4x4 POST,TYP a NNX N LL I bl 1 - __- _-___ I N ¢ W & r a I BEDROOM m -a n a I NEW C Dlt COMPLIANT NEW WOOD TILE FLOOR-- EK WOOD FLOOR NEW x 9 DWI STAIRCASE 2 1 3 E FRONT S T R E E T MOD STAIR AND FLOOR e - -- m c $ RAILING -T� --T� --- LIVING ROOM '+ a S UP I I I Z POST OFFICE BOX 683 § g-----• �� EXISTING •yI 3 G R E P O RT, Y 9 44 E N N II 8 i ¢ IGARA E I REMAIN TO hl o O 6 3 1 - 4 7 7 - 8 t o m y I mkarch it it O RED PORCH-1Di STEP DN EXISTING BRICK Z WWW C®_ I W m IN �W �o MASONRY TO BE S,�GREDq -2'-8' +/-T3•r¢_ 2'•8'—�Fn. 2'-8' ® I�0 PAINTED WHITE f ¢ `� ® R I I VIFG` ��/� i 313/4" 14" HEADER 32X10 GIRD �A DL I � --- AP ---- — D --- ------ -- p Scofield Residence 4x4 POST- 4 OST 1 Orient,NY PoT T IR 12-8" 12'-8• 3'-10' +/-12'-21/2" UP 3-10' EQ B EQ B EXISTING EXISTING EXISTING VIF t 25'-4" ./-19'-10 1/2' OF NEW GARAGE VIF 45'-21/2' 1 st Floor Plan VIF Scale 1/4'=1'-0" 1 All Drawings Printed on 11.17 Pepe,Soele ie 50%Scale Ahove •300 DRAWING ISSUE DATES "near Set 05152014 Prelim Pddng 05282014 EnWnear Sat 08112014 Bid Be 11072014 Farad Set 12222014 Co "ctlon Revision Set 04.302015 REVISION DM TV load"2nd,1 10/2116 V ---------------- --------- i NEW 2X10 RR SI EKED TO EXISTR I NEW2%30 RR016"OC Diming LegecM. ---- t7TIC/ I i� RAGE Wall To Be Removed TOI ______ s Wc4 To Remeln —� Naw Wall j l g I Above 9 I _----_- New bov etlon Weil 9 ' _ Lines ae 13-61/2" �I o l ____________ Linea Below DORMER t-{--ROOF BELOW REUSED CLAW T i =I ROOF BELOW-11A _:-•-• Guldelinea Fence 2'-1• `3'-11/2' 3'•11./2' 3'•11/2" L 2'•1' POSTro m 7'•6'WALL FOUNDATION Soi Door Tag i � SPRAY FOAM NCL ` INSULATION AT WALL WIN W WINDOW WIN WINDOW i 10i Wi ndaw Tag 14 l\` DOUBLE RRA I /- •0 5 2' I 2 , Section%. �! 51/2'I L8'•3' 3 2" 13'-0 3/4' 1 t 0, 3'-2' 1 LL Sheet A-700( 3-13/'X61/'LVL HORS 3 II -- / _ ❑93 K ALL WI DOW3 DORMER `F '' ,R /r III BEDROOM 3 \ I �S I + S •300 �� g De ail Ta to z OI BATHI2 S+ 'I IEW2x1OC1®1BD C ® x • ALL r ho i I 1 Ili iv Davauon Tag —— E3- (D 3 III w 'll p \ �etl aS 19I 3 _ x p { 3 2pq /x\ 10 R i6'oc e I i i r\j, ^I^� 3 z x(3ca,x Interior Elevation Tag 2.2X HDR s c' 3 .m1 I L�....J.� F7 r$ ___�I N VV���All K/// ,may/ Dno ol5'Hea,,y�t 1 p6 I II I 1I r- P"X N OD CMP SAI D G\ II 11 I i+1 _ a D.E PQ.� ®1. 3 YLVL H R 6-W TWEE`r pl C:TIT. ryjti0� ppBT TORI E m ®g3 B alg.h 3-13/4-X './. SPRAY FOAM ABOVE - P 0 RI r' — •� INSULATION AT WALL ❑ ABOHALL x __ CO CONNECTION3/4'X 117/6" L IDLE . •in p P ST TOVALLD M E R Y L K R A M E R 'O'CEILING I1 / IL! 3 n t0� v L \\ TECO CONNECTION T03.13/4'%91/4' X91 a' z c h i t e c t 100 j ITo� o CATHEDRAL�c it - I I LIN p \n- LVL RR ® 3 'o CEILING / ___ {-�- L�,`L__ � $I ATTIC/ 'e'I Lm tS'Res E L rm- r o ,1\JP/ I i NEW 2x10 RR0160C I�¢ I 3 iv STORAGE BEDROOM 1 :-t l ' r p�, i 1 ► 8 7'-0" L a' 1 1 3 E. FRONT STREET 51/2' 12'-7 1/2' 31/2' B'-10'15 1/2. '>1� I I I I '' POST OFFICE BOX 6 6 3 212RRO160C wI 2X10 RR 01600 \ t'S _ iV - I .y-'ATTIC/ © 11 I NEW 2x10 C10180C ® 3 i2 �I 7'-0'WALL P STORAGE ® I I u7� � GREENPORT, NY 11944 J t BEDROOM 2 x I z ".I I ry' JI �I ISS 19� 3 631r- 477 - 8 com N II i of NTAIN CODE I N I .t m k s c h r t e c t t 1 . ® AL2 313/4%51/2'L HDR R D CLEARANCE { o I of L WIN W5®DOR ER 5 CL I I r -T I - H WALL EXIST RR 016 0 C I I 1 1 I 1 to ---- II II j S { 2-2% HDR ROOFBELOW DOUBLE RR i l_______________ -- --- — ------------------ - -------- -----�/----- WIN�W WIN W WIN W WIN W WIN)OW WINDOW '�EREOq Scofield Residence 3'-r Orient,NY ALIGN DORMER WALL ON �(` ����R GARAGE SOUTH WALL 7-11 3'•11/2' 3'-11,/2' 3'-11/2" 6'•2' 2'•111/2' 2'-1' 2A DORMER /2nd.Floor Plan scala va^=r-0^ AR Drawings Printed on 11x17 �C EW ( Paper Seale Is 50%Scale Above SEPERATI ON D 15TANGEEC END TE5T HOLE DATA TYPI GAsL SYSTEM: SITE PLAN OF: REQUIREMENTS FOR STORMWA�TER 6 -18' 1:200 A2 D EP LEACHING POOL PROPOSED ADDITION TO LEArGHINO 5TRU,GTURE5 AND PIPING: 150' OFFSET FROM CE55POOL � .� - �..� DATEDGALLON SEPTIC TANK : GEOSGIENGE 2'-0" MIN. ABOVE GROUND WATER SCOFIELD RESIDENCE = HORIZONTAL 5EPERATION D15TANGE5 FOR STORM -- (4 BEDROOM) SITUATED AT DRAINAGE LEACHING POOLS: EL=15' O' PROPOSED PROPERTY LINE = 10' MINIMUM 150' OFFSET FROM WELL DARK BROWN LOAM OL WELL ORIENT BUILDINGS WITH CELLAR = 10' MINIMUM EL=14' 1' TOWN OF SOUTHOLD � BUILDINGS ON SLAB = ID' MINIMUM WATER 5ERVIGE LINE/L,ATERAL5/MAINS = 10' MINIMUM ER05ION CONTROL MEASURE: z SUFFOLK COUNTY, NEW YORK o S.C.T.M.# 1000-17-01 -13 < UNDERGROUND UTILITES = 5' MINIMUM BROWN SANDY CLAY WITH o SANITARY LEACHING POOLS = 20' MINIMUM SILT FENCE GRAVEL IN LAYERS GL DWELLING s� PUMP STATION = 5' MINIMUM s GREASE TRAP = 5' MINIMUM -. BASED ON ORIGINAL SURVEY BY: 18 MANHOLE = 5' MINIMUM LEACHING POOL (FOR 5TORMWATER RUNOFF) ;DI„1�IEL.=3.9 II.I' O z I JOHN C. EHLERS PRIVATE WELLS = 50 MINIMUM RETAINING WALLS = 10' MINIMUM WATER IN BROWN SANDY CLAY �� LAND SURVEYOR y FUEL STORAGE TANKS (BELOW GROUND) = 20' MINIMUM SEPTIC TANK i �� WITH GRAVEL IN LAYERS GL 1 `t 6 MAIN STREET ST s.r. 8, ., . RIVERHEAD, NY 11901 HORIZONTAL SEPERATIcDN D15TANGE5 FOR STORM L.P.^ E.P.;\ TEL. 631-369-8288 -� �� .� r FAX. 631-369-8287 DRAINAGE NON-LEACHING STRUCTURES: LEACHING POOL (FOR SANITARY SYSTEM) LP `� EL=-5.0 20' _ y L•}'•1 L.P. DATED: 10-15-09 WATER SERVICE LINE5/LATERALS/MAIN5 = 5 MINIMUM i - 5' MINIMUM �`= ' I �� � �L.P�'--' LAST REVISED: 5-2-14 UNDERGROUND UTILITIES = EXPANSION POOL (FOR SANITARY 5YSTEM) i EP \i WATER IN BROWN FINE \ �'�`.� �`� VERTICAL 5EPERATION D15TANGE5 FOR STORM L P. ,- SITE DATA: DRAINAGE LINES: �` -'� TO COARSE SAND 5W I E.P. ` 4 E.P.; � ZONING DISTRICT: R-40 AREA: 15.714 SQ.FT. = 0.3608 AC. WATER SERVICE LINES = 18" MINIMUM EL=-13.C' 28' � \' �/ � EXISTING COVERAGE 1.656 SQ.fT. = 10.5 SANITARY WASTE LINES = 18" MINIMUM well COMMENTS: TOTAL PROPOSED COVERAGE = 2,592 = 16.5% WATER ENCOUNTERED II.1' BELOW SURFACE 0 ELEVATION 3A' TYPIGAtL PLOT LAYOUT STORM DRAtINA( E GAtLGULAtTION5• NO SCALE AREA OF ROOF = 2037 50. FT. 2037 50. FT. x (2"/12"/FTJ x 1.00 = 346.29 GU. FT. USE 3 - 80 LEACHING POOLS AT 3' EFFECTIVE DEPTH 380.16 CU. FT. PROVIDED. wel /So, AREA OF DRIVEWAY = 750 50. FT. 750 50. FT. x (2"/12"/FTJ x 1.00 = 125.25 GU. FT. VOLUME REQUIRED: 125.25 CU.FT. GS USE: I - 4" WIDE FIBERGLASS REINFORCED TRENCH DRAIN KIT, 20 FT. KIT, MEARIN 100 MODEL No.CP5303-20 I - 8(P LEACHING POOL AT 3' EFFECTIVE DEPTH VOLUME PROVIDED: 125.72 CU.FT. INTERCONNECT AS SHOWN WO m WCs � QC - A-+ W d). www.dignetnycli.com �T�• Z N `�- Of NI.W Y CI1Y or W Q Q t' EXISTING EXCAVATION INSPECTION REQUIR � - � CESSPOOL � &SONG 15l.ANn www•ca11811.com • / SSP � DWELLING FOR SANITARY sYST11� 1 � < < m r ► BY HEALTH DEPARTI4"_N (for other states v W •• DWELLING 800-212-4480 811 O Z T EXISTING PROPOSED CLUSTERED I -ILL � Q� X / DECK TO BE 4 BEDROOM SANITARY SYSTEM W < REMOVED 1-1200 GAL SEPTIC TANK 0 } By law,excavators and contractors working in the For safety reasons, homeowners are strongly � 0 - - _ 6- 8' DIA.x2' DEET" L.P.'S five boroughs of New York City and Nassau and encouraged to call as well when planning)any N I ..-• •_ -' Suffoli:Counties on Long Island must contact type of digging on their property.Homeowvners t EXISTING / .` DigNet, -800-272-4480 or 811,at least 48 hours can contact us directly at 1-800-272-4480 or by yq \ CESSPOOL but no more than 10 working days(excluding calling 811,the national call before you dig i'-�� N weekends and legal holidays)prior to beginning number.For excavation work completed!on • Q I , /•. �\_-� � ••� any mF,chanized digging or excavation work to personal property,it is the contractors [.� W ( - dJ ensure underground lines are marked. responsibility--NOT the homeowner's-to contact Q Z Exca-vatorc and-'cbhfractdrs can also submit DigNet. Having utility lines marked prior to Q locate re,uest,online;through ITIC.If you do not digging is free of charge. Q / current'• use'1TIC • lease call 1-800-524-7603 d o, 150 / PRIVATE ROAD p 7C ' for more information. (JOINT ASPHALTRSHIP) i / ' PRbPO5ED i = 11 Q) z �G a 50f�EENED i W IN,PORGH 145b i w O _9-00'48'10"-E-- �_ 1 - : i z_ `. HIGHEST RECORDED GROUNDWATER=69A2' PRG�POSED `� ON 4-19-2010. 0555 WELL 410858072171501 d 167871 ENGINEER` w �!d \� ' \�r 5ECPND 5T Y ►n ' �� d/ ,n• t�OP.\ o DORMER __ :.�!E.w:, �� \ / r\DI=CK _ \ REV'1510 P�`_ • i Screen Vented Well Cap F NE i a, 0� \ 15.2 1 5.T. ; (�• _' a o = o W y \ i -N �, rn 3 -( with Sanitary Seal SEE DRAWING No.2 FOR / \ \ �--�• • yl, Ground Surface Shall Be SUFFOI K COUNTY DEPARTMENT OF / ,a \ L,p: • 5 MIN, rTi = r Electrical Line F 4j�• -�, 10 25.0. i _ r Sloped Away From Well 15 HEATH SERVICES-PRIVATE WATERit * 9 MIN. \ ` O � Minimum In All Directions Water Line �, LANE) N/F: / DW�i \PROPOSED F.F.= 6.90 y ..P -�-- _ -n SYSTElII STANDARDS �(y ! w SHEILA K. MINOE 8 \ - _ I STORY - REGINALD MINOR SR. I GARAGE/ \ �, • � J ;E_F ' N� rn O N �y cm,�te slob 2'Min Submersible DWELLING \, \ ADDIT N \ �,:!�, VACANT - In An rnrectwns pump �O 7349'3 4: �................ \ ` NATURAL GRADE c) WELL SEPTIC 150 t \ / \\� \\\ \\\\ \ • L� I r �OFESSti�NP� / EL. f1b.5' - JEFF Y' ER, P.E. \\\- T.O. WATER TABLE ® EL.b.92' T\�/�/ /, \ \ (HIGHEST RECORDED GROUND HATER) D �\ I L ~ PROPOSFI� PROP. SECOND g i �0 Z �� / ` ` �• �,' i Excavation And Excavation And ` PORCH 5TY ADDITION \ /-U G Q ` ` ` ` • `�,: \N Q o,. Compacted Earthfill Com acted Earthfill " ` M PROPOSED '. (4 BEDROOM I Q p ..� p .DW u EXISTING SANITARY os DRIVEWJAY . PROPOSED HOUSE) - - - - - - - - - Electrical Line 3 4 PVC Casing O / �QO ��� `�`�`��`�•� \ �oC TEST / TRENCH DRN `--' SYSTEM TO BE C� _ - �C Frost Line o z • ` . ` .`' HOIF / ` i REMOVED PER 5CDH�_ __ 4" PVC Casing € N v STANDARDS , Z EXISTING �.\.PROPOSE� a� ._ i i GARDEN w . m t� IX WALL Pitles dopter i i Q E-1 Q ' \ \ \ \�L iscare Tne- D ►n � - LU - REEN T 0 WE 5G I W CD SfJFfOLK COUNTY DEPARTMENT OF H�FAI.�fI'SERVICES \ I" WATER �50� o \ir\ /\ \; EL. -215' O� Z A ,,: o LINE '4b�U5 =410 crit ofex4s Ing sant#y system mu..t6eAz?1 ", 1 n - I W I O PtrmIT For APPF OY-A t,lir Co�,7RUCTION FOR \ ��� �aixement��rn °� Q� I.E. � EL. tl2.o I m WATEf.5ERVIGE LINE _ E-1 (1) � co M, Bance with dep� .. ent,t eq �� - - - as halt ,f, i ,,� 1 II m c U5E: INP Ia0 P51 POLY PIPING _ Packer �'"� Q .SINGLE i=A::IL's Ebel:; 'N 1 LY A 51���► ��-� 0 t.J pI00f. I \ J p� € I D_ Q � Z - : oe cur LU >� Expansive Hydraulic _ W (� < / EXI5T. WELL'TO BE F',EMOVED PER5601-15 STANDARDS m - Cement Grout Or _ Screen Q Q W F- 1- IIP;"r:. Bentonite Based Grout m _ _ Z Q� Z i / E PROPOSEC 51LT FENCE,5EE DETAIL ON SHT 2 \ Drill�iB _ o. y- i r Pr9 INUM OF BEDP,OOMS EXISTING B.O. WELL® EL. -305' _ � LL V r / q dxpP RE6 HREE YEARS FROM DATE OF APPR SIAL �J� / CESSPOOL Water Line f--'-=- LAND N/F: Q \ From Pump USE: Z a ' 5TEPHEN50N 20AD LLC Q U_ \�Q / IA 4"PVC TEST `'ELL,44 FT DEEP, i HP, 0 d- L(I �� � Qr�F� i.N A�co.RnA,racE WITH*�, A> ©F' \ TYPICAL WELLHEAD 20 GPM FRAN11-IN ELECTRIC SUBMERSIBLE PUMP, TYPICAL a - '� Afi1a, �AT1N•D'• 17, I. Not To Scale STATIC LEVEI.@ 14' f WATER WELL o 0 . IFJ etl/� r1�re s ,ao, ttvr��l�t� Notes: z W �0 Not To Scale I- I I. Water well and pump installation shall comply with all applicable local and state regulations. O < 2. Excavations and all other work shall conform to 05HA regulations. 3. Electrical wiring must comply with local codes and manufacturer's r:>gvirements. v \ 4. Pitless Adapter and waterline may be installed above the frost ling only when the well is used seasonally. \ WELL / 5. When an oversized drill hole is constructed for the installation of tie casing, the diameter of the drill hole shall be a minimum of 3 Inches greater than the outer diameter of the casing or couplin(i,whichever is greater. � � . DWELLING 6. Casing diameter shall be sized so that the uphole velocity is less ;,hon 5 ft/sec. w / 1. Minimum casing strength shall be determined as described in IL Prc mice Standard 642, Hater Well. ' SITE PLAN 8. The screen shall be sized to permit water entrance at no greater than 0.1 ft/sec. / cl. Pump intake shall not be placed inside well screen. 10. An airline shall be installed where the water level lies more than 50 feet below the ground surface. This airline can be ;� f In 11 n �" composed of copper,polyethylene or galvanized tubing and shall have, a Presto valve installed to allow the connection of on Std-F, �- 20 to O 20 40 60 80 loo air compressor. Airline must be airtight and its exact length must he documented. , C` {:. ,�,s.T" GRAPHIC SCALE 1" = 20'-0" II. The well cap shall be removable to allow for measurement of depth to water surface or pressure. C3: ICC�' 12. After construction is complete, the well shall be disinfected per kcal or state requirements -- -= of 5 THESE DRAWINGS AND AGGOMPANYING SPECIFICATIONS,AS INSTRUMENTS OF SERVICE,ARE THE EXGLU5IVE PROPERTY OF THE ARCHITECT AND THEIR USE AND PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL 51TE FOR WHICH THEY WERE PREPARED.REUSE,REPRODUCTION OR PUBLICATION BY ANY METHOD,IN WHOLE OR IN PART, IS PROHIBITED EXCEPT BY KITTEN PERMISSION FROM THE ARCHITECT.TITLE TO THESE PLANS SHALL REMAIN WITH THE ARGHITECT.Vl5UAL GOVTACT WITH THEM SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. LOGKIN6 CA5TIN65 TO GRADE GA5T IRON FRAME AND COYER TO GRADE FINISHED GRADE FINIAL GRADE CAMPBELL 1182 G OR APPROVED EQUAL I � ° iv COVER TO GRADE 15 cv •r t DROP 'T' 15 USED ON 6" THK INLET Z DISTRIBUTION LP (I OF2) LP ( GONG = IiOIX E OF MAINTAIN 5%MAX.SLOPE FROM EDGE OF SANITARY 3� ' MIN• ® ��,- ® � ® ® (I r--= ®) 3' MIN. , ��R SYSTEM OUT 20'IN EACH DIRECTION � F=-=Z ® ® F�= ® 'd it, ( CHIMNEY 1 a 6" SLAB FOR LAWN t AREAS a o. FIRST FL FINISHED GRADE G.I.GONER G.1.COVER ( Z - Ibq ET V.1325' 12 12 3' MIN ABOVE I 8'-0" DIAM. 8'-0" DIAM. I NON-RATEABLE I t - =° - A7--".I 1 I'MIN RECORDED N 501L INLET } FLOW 1 `� �M,� � GROUND WTR ' BAFFLE O OUTLET C- 2400 5gfflZ PIPE OR FLOW LINE -TnIE.=11.76' 4'DIA PVC,PIPE®Y4/LF. &'MINI DOLLAR MATERIAL 4" DIA. PVC PIPE ® t/8" PER L.F. (PENiETRATION) A5TM PL.ASnG 5Bf R PIPE IE=1156' � IE.=1106' E=lo:g2• RATEABLE SOIL 35 RATING I° 2400 HM PIPE OR Q LEACHING REGV PITCH= "Ia I 41 I ( ASTM PLASTID 5EHR PIPE KWR POOL _ _ _ _ _ _ _ _ _ u4 PBZ FT.MIN I o I 35 RATING I OF b UNDERLYING SAND AND &RAVEL 5TRATA I rat)PITCH 49I49IN US PER FT.MIN. 1200 GAL SEPTIC TANK : •' •' 1 z ° L COLLAR DEPTH IS NOT R155MIRE>WI•IEN RATEABLE MATERIAL EXISTS FOR FULL DEPTH. 2.COLLAR MATERIAL SHALL BE GLEAN 6RAVEL OR BANK RLL. L. O WT of POO (LEAGHIN& POOL 5Y5TEM - QTY 5) 3 31 CLEAN COSAND LLAAR = TYPICAL CLUSTERED DISPOSAL SYSTEM LP I 50ALE: N.T.S. --------- - - - = DETAILS OF CONSTRUCTION: L1565 WELL No. 410&580721T1501 4 16-1511 ' 8A' H16HE5T RECORDED GROUNDWATER = &AZ ABV MEAN 5EA LEVEL I. REINFORCED PRECA5T CONCRETE F-FTIG TANK 0,200 GALLON MINIMUM). GROUND WATER EL. 3.q' (TEST HOLE..) 2.USE SIX(b)VO,2 FT.HIGH PRECAST CONCRETE LEACHING RIN65 3.USE 4'0,APPROVED SEVER PIPE THROUGHOUT. 4,THE WASTE LINE5 FROM THE SEPTIC TANK SHOULD ENTER THE MIDDLE RIN65 AS HIGH AS P0551BLE. _ 5.USE A OR055-OVER PIPE BETkUEN THE MIDDLE MN66 AND THE FOUR OUT51DE RIN65,EIGHT(8) INGHE5 ABOVE THE BOTTOM. b.BACKFILL MATERIAL SHALL BE GOAREE SAND AND 6RAVEL. / \ 1.S1A55 SHAU.E 25MAXIMUM BELOW 6RADE WITH A 2'MAXIMUM COLLAR. / \ G 8,SOLID HEAVY DUTY AND LOCKING CAST IRON COVER5 TO GRADE ON ALL POOLS. \ PROP05ED 5EPT)G 5Y5TEM DETAIL O ABOTTOMREAPF-OORR�EXPOOH's'TIE,EAG�HIN6 P�OOLSS H410HH IDEWHIGM RECORDED 1ALLLAAREA. NOT TO 5GALE 11.MAXIMIZE THE 015TWE BETWEEN RIE FOUR(OUTER)SATELLITE POOLS. 12.TOP SLAB SHALL BE 8'MINIMUM(THICKNE55 AND TRAFFIC BEARIN6. 13.EACH(b)POOL CLUSTER A5 SHOWN,PROVIDES THE EQUIVALENT OF 300 5F.OF 51DB4ALL LEACHING -- l LU (� AREA(DUE TO 51DENALL MA5KIN6). ADDITIONAL L.EAGHIN6 61-USTER5 MAY BE ADDED A5 NEEDED. •� 14.TH15 DISPOSAL SYSTEM 15 FOR AREAS WITH HIGH 6ROUNDWATER CONDITIONS. \ F�+� LU 5B'TI0 Tie?4K - INH TAILREG2'MT5 LEACHING POOL -• IN5TALLATION RE01MT5 I! p 1 == IY M_ I. ALL APPLICABLE: RECOMMENDATIONS PROVIDED BY THE I. MINIMUM LEAGHIN6 SYSTEM FOR A I TO 4 BEDROOM HOUSE 15 300 sq ft `\\ �l Q -A Q r- MANUFACTURER 51-ALL BE IMPLEMENTED. 510EWALL AREA.6 POOLS;601A.,2' DEEP i Q-1 < < (� 2. THE SEPTIC TANK SHALL BE INSTALLED AT LEVEL IN ALL DIRECTIONS 2. THE 130TTOM OF ANY L.P.5'(5TEM SHALL BE AT LEAST 3' ABOVE THE HI64E5T \ M 1 (WITH A MAX. TOLERANCE OF it/40) ON A MINIMUM 3" THICK BED OF RECORDED GROUNDWATER LEVEL AT THE PROPOSED 5Y5TEM'5 LOCATION d AT \ / � vLU Z � PROPERLY LEVELED AND COMPACTED SAND (FREE FROM ROGK5) OR LEAST 2' FOR SHALLOW ALTERNATIVE SYSTEMS APPROVED BY THE DEPARTMENT. PEA GRAVEL, 3. LEACHING POOLS SHALL BE PIPED DIRECTLY FROM THE SEPTIC TANK OR \\ // W LL LU < 3. ALL OUTLETS FROM THE SEPTIC TANK SHALL BE PROVIDED WITH 015TRI13UTION BOX. `� � u- DROP 'T' OR EQUIVALENT BAFFLE APPROVED BY THE DEPARTMENT 4. LEACHING POOL COVERS SHALL BE AT LEAST I' MIN. BELOW GRADE,BUT NOT EXTENDING INTO TI-E LIQUID ON THIRD OF THE LIQUID DEPTH. MORE THAN 2'. FOR DEEPER 5Y5. 'DUMMY' RIN65 SHALL BE USED TO BRIN6 THE \ N 4. 6A5 DEFLECTION BAFFLES ARE RECOMMENDED FOR INSTALLATIONS TOP OF THE 5LAB OR DOME "0 WITHIN 4' OF FINAL GRADE. / BELOW EACH EFFLUENT DROP 'T'. 5. THE MAX. PERMISSIBLE DBI`TH OF A PRECAST LONG. L.P. 15 25' BELOW GRADE. 5. TANKS SHALL BE PROVIDED WITH 51N64 E OUTLET. A DISTRIBUTION 5. LEAGHIN6 POOL 'GHIMNEY5'SHALL BE OF REINFORCED PRECAST CONCRETE, w (S) �_ O 13OX 15 REQUIRED FOR ALL SYSTEMS WITH MULTIPLE LEACHING POOLS SECURELY AFFIXED, d MAY H)T EXCEED 2' IN HEIGHT;OR 4' IF A LOGKIN6 CAST - UNLE55 AN ALTERNATE DE-516N 15 APPROVED BY THE DEPARTMENT. IRON COVER 15 IN5TALLED Al GRADE. CZ 6. THE OUTLET SHALL BE: LOCATED AT'THE MAXIMUM POSSIBLE FLOW 6. THE BOTTOM 4 51DEWALL .u:EA OF THE L.P. SHALL BE FREE OF DEBR15 BEFORE lc TANK GONSTR94ALL 3E 51X.IA: � Q X Z d) I.THE OUTLET INVERT SHALL 13E 51�( INGrii=5 BELOW THE INLET INVERT. THE INVERT MUST BE A MINIMUM OF FOUR FST ABOVE PATH FROM THE INLET. BAGKFILLIN6. THE EFFECTIVE LEAGHIN6 AREA OF A L.P. (BELOW THE INLET PIPE) MOVEN HIRE FENCE SYMBOL THE TANK BOTTOM,UNLESS THE TANK 15 OTHERWISE DE516NED IN ACCORDANCE WITH IONYCRR,APPENDIX 75-A. O �.T� O '1. THE TOP OF THE SEPTIC TANK SHALL NOT BE LOCATED GREATER SHALL BE INSTALLED ENTIRELY IN SAND 4 GRAVEL. 0,11N. 14 1/2 OAUOE 2.THERE SHALL BE A MINIMUM ONE.. FP FOOT AIR SPACE MEA5URFROM THE OUTLET INVERT To THE BOTTOM OF THE TANK N THAN FOUR FEET OR LE55 THAN ONE FOOT BELOW FINAL 6RADE. FOR -1. ALL COVERS WHEN NOT REWIRED TO BE BROUGHT TO 6RADE SHALL BE OF I-V MAX. 6" MESH � � �E- � � � COVER ( � Z m 10' MAX. G. TO G. 3.THERE SHALL BE ONE 20-INCH DIAMETER COVERED OPENING LOCATED OVER THE INLET AND A 5L-GOND OPENING PROv(IDED Z O SEPTIC TANKS WITH DOME5, THE TOP OF THE DOME SHALL NOT BE PRECAST REINFORCED CONCRETE (OR EQUAL). COVERS OVER 3 DIA. ARE NOT PAC I NO} OVER THE OUTLET 7NE OUTLET OPEt�1NG SHALL BE EQUIPPED WITH A 20-INCH DIAMETER WATERTIGHT AND INSECT-PROOF LOCATED 6REATER THAN TWO FEET OR LE-55 THAN ONE FOOT BELOW PERMITTED � -_! „ FINAL GRADE. 8. ALL CAST IRON COVERS 511ALL BE SET AT FIN. GRADE,BE LOCKING, LOCKING CAST IRON COVER AT Fl E GRADE. � R O J 8. MINIMUM SEPTIC TANK CAPACITIES FOR A I TO 4 BEDROOM HOUSE 15 WATERTIGHT, IN5EGT-PROOF 4 APPROVED FOR 5EWA6E U5E. 4.WHEN A SEPTIC TANK IS APPIZO IED 70 BE INSTALLED IN A DRIVEWAY OR PARKING AREA,TRAFFIC E3EARIN6 TOP SHALL BE r 36 MIN. LENGTH FENCE gym. � � 1,000 GALLONS. I 'TANK;8' DIA.,5' DEEP q, A 10'min. DISTANCE BETWE;"N LEACHING POOLS AND WATER LINE SHALL BE POSTS DRIVEN MIN. 16° 5.CONCRETE SHALL HAVE A MINIMNM COMPRESSIVE STRENGTH OF 4000 LB5 PER 5QUARE 1NGH(P51)AT 28 DAY5 SET cf.A 10' min. DISTANCE BETWEEN SEPTIC TANK AND HOUSE SHALL BE MAINTAINED. ; b.WALL THIGKNE55 514ALL BE A MINIMUM OF THREE INCHES UNL.E55 THE DE616N HAS BEEN CERTIFIED BY A N.Y.LICENSED EN6 MAINTAINED. 10. AN 8' min. DISTANCE BETH:EN ALL LE:AGHIN6 POOLS AND SEPTIC TANK SHALL INTO GROUND. PROFE551OWL EN61NER A5 COMJT� _YIN6 WITH ALL APPROPRIATE REQUIREMENTS FOR THIN-WALL CON5TRUGTION. ALL WALLS, OF N W y BE MAINTAINED. BOTTOM AND TOP SHALL CONTAIN iREINFORGIN6 TO RF515T AN APPLIED FORGE OF 300 LI35 PER 5QUARE FOOT(P5F), '\� T. @ O REIPFORGEMENT KKST COMPLY W1111 A.5.T.M.A-615,A-05 5PEGIFIGATION5. HEIGHT OF FILTER 1.ALL JOINT5 5HALL BE 5EALED 505 THAT THE TANK 15 WATERTIGHT AND CERTIFIED A5 TO HATERT16HTW-55 AFTER *Q) �� IN5PECTION. TANK5 THAT ARE:CA5TIN6 IN PLACE MUST BE CERTIFIED 13Y A LICENSED PROFESSIONAL EN61NEER AND,A5 A � ► 9 a_�-`'� 1 _`''_L i I_ l - _ 16 MIN. `1 MINIMUM,HAVE THE FLOOR AND WALI5 MONOLITHICALLY POURED. 1 ' �y 8.AN ADDITIONAL 250 6ALLON5 OF CAPACITY AND SEVEN SQUARE FEET OF SURFACE AREA 15 REQUIRED WEN A 6ARBA6E GRINDER CAN REASONABLY BE F.>PEGT ED AT THE TIME OF CON5TRZTIOK A 6A5 DEFLECTION BAFFLE OR OTHER 5" MIN. ACCEPTABLE OUTLET MODIFICATIOI AND A DUAL COMPARTMENT TANK OF TWO TANKS IN SERIES SHALL AL5013E PROVIDED. c<` 4,' O 073 495 � a.UNL.E55 OTHERN15E STATED,TMK5 SHALL BE DENCvNED BASED UPON 10 NYGRI APPENDIX 15-A. � 10.ALL COVERS,WHEN NOT REQUIRED To BE BROUGHT To 6RADE,5HALL.13E OF PRECA5T REINFORCED CONCRETE(OR EQUAL). ROPES SAO COVERS OVER 3'DIA.ARE NOT RRMITTED PERSPECTIVE VIEW JEFFREY T. BUTLER,P.E. 36" MIN. FENCE POST -� 57EPT16 TANK - 1200 GAL.. o WOVEN HIRE FENCE (MIN. 14 71 EMIL WT To5GAI1 -A CAUOE W/ MAX. 6 MESH 0 SPAGINO) WITH FILTER CLOTH 20"MIN 0 17- FLOW UNDISTURBED GROUNDN 0 U_ CD GOMPACTED SOIL-. 0 Z Q EMBED FILTER CLOTH I6"MIN. ,� O v 0O m } A M I N. OF 6" I N OROUNP. L� �, Lu m ~ SECTION VIER jL/ Q 0 z iY Q Op < GONSTRUGTI Off! EFEG I F I GAT I ONS z e Z r 4 1. HOVEN HIRE FENCE TO BE FASTENED SECURELY TO FENCE POSTS HITH HIRE TIES �W w O p OR STAPLES. POSTS SHALL BE STEEL EITHER "T" OR "U" TYPE OR HARDWOOD. u' - V T- c0 O O 2. FILTER CLOTH TO BE TO BE FASTENED SECURELY TO HOVEN HIRE Q0 FENCE WITH TIES SPAGED EVERY 24" AT TOP AND MID SEGTION, www.dignetnycli.com C) d- I FENCE SHALL BE HOVEN HIRE, 12 1/2 GAUGE, 6" MAXIMUM MESH OPEN I NO. of NSW YOLK CITY or (� - I) www•cal[81I.com Qt LL .. 3. HHEN THO SEGTI ONS OF FILTER CLOTH ADJOIN EACH OTHER THEY SHALL BE OVER- (for other states)Pyq 0 Z O O LAPPED BY SIX INCHES AND FOLDED. FILTER CLOTH SHALL BE EITHER FILTER X, 800-272-44601 811 M M I RAF I I OOX, STAB I L I NKA TI 40N, OR APPROVED EG2U I VALENT. O O Q 4. PREFABRICATED UNITS SHALL BE OEOFAB, ENVIROFENGE, OR APPROVED EQUIVALENT. By law,excavators and contractors working in the For safety reasons,homeowners are strongly v five boroughs of New York City and Nassau and encouraged to call as well when planning any 5. MAINTENANGE SHALL BE PERFORMED AS NEEDED AND MATERIAL REMOVED HHEN Suffolk Counties on Long Island must contact type of digging on their property.Homeowners DigNet, 1-800-272-4480 or 811,at least 48 hours can contact us directly at 1-800-272-4480 or by t'"'� � . "BULOES" DEVELOP IN THE SILT FENCE. but no more than 10 working days(excluding calling 811,the national call before you dig ("' weekends and legal holidays)prior to beginning number.For excavation work completed on U.S. DEPARTMENT OF AORIGULTURE any mechanized digging or excavation work to personal property,it is the contractor's NATURAL RESOURGES CONSERVATION SEP,\/IGEensure underground lines are marked. responsibility--NOT the homeowner's-to contact SILT FENGE Excavators anti contractors can also submit DigNet.Having utility lines marked prior to NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION locate requests online,through ITIC.if you do not digging is free of charge. NEW YORK STATE SOIL 4 WATER CONSERVATION COMMITTEE currently use]TIC,please call 1-800-524-7603 2 for more information. THESE DRAWIN65 AND ACCOMPANYING 5PECIFICATION5,A5 INSTRUMENTS OF SERVICE,ARE THE EXCLUSIVE PROPERTY OF THE ARCHITECT AND THEIR USE AND PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY HERE PREPARED.REUSE,REPRODUCTION OR PUBLICATION BY ANY METHOD, IN WHOLE OR IN PART,15 PROHIBITED EXCEPT 13Y WRITTEN PERMISSION FROM THE ARCHITECT.TITLE TO THESE PLAN5 SHALL REMAIN WITH THE ARGHITEGT.VISUAL CONTACT WITH THE=M SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. O t 5 a SUFFOLK COUNTRY DEPARTMENT OF HEALTH SERVICES - STANDARDS FOR PRIVATE WATER SYSTEM 4 i I IN �f 45 CASINGS SCREENS DROP PIPES AND WELL SEALS CONTINUED: &406.4!0 INTRCN7UGTION CONTINUED: TABLE 4 ALTERNATIVES WHEN TEST WELL WATER QUALITY IS UN5ATI5FAGTORY CONTINUED: 5406.413 WATER QUAE.ITY ANALYSIS CONTINUED 8406 I ADPL GAB L HEREIN ARE 155UED IN ACCORDANCE WITH SUFFOLK COUNTY SANITARY PITLESS ADAPTERS OR UNITS GkRTIFIED BY THE NSF OR WATER SYSTEMS COUNCIL MU5T BE U5ED AFTER THE WELL AND LATERAL HAVE BEEN IN5TALLED AND PWOR TO BAGKFiLLIN6,THE APPLICANT TEST WELLS DEEPENED BY UTILIZING OPTIONS A,B,OR G LISTED ABOVE SHALL MEET THE WATER TO AVOID DELAYS IN RECEIVING APPROVALS,WATER SAMPLING SHOULD 8E THE RE6ULATION5 CONTAINEDQUALITY 5TANDARD5 L15TED ABOVE IN TH15 §406.4-12(B), INGL.UDING(0-(111),OR PERFORMED A5 SOON A5 PRACTICAL.THE WATER SYSTEM MU5T HAVE BEEN CODE,ARTIGI E 4- WATER SUPPLY, §406.4.TH15 5EGTION REQUIRE5 THAT PRIVATE WATER 5Y5TEM5 ONALL WELLS 5,C ONF RMING TO SER 555.TAMPERNCIL 5TAN7 WATER TIGHT 5ANITARY WELL MUST 5TANDARD5 t3Y THE SUFFOLK COUNTY DEPARTMENT OF HEALTH SFRVIGfS SEALS ORGAPS,CONFORMING TO WATER SYSTEMS COUNCIL STANDARD - PA5-2,MUST BE USED AT NOTIFY THE DEPARTMENT TO INSPECT THE INSTALLATION. 1F TML.DEPARTMENT ELECTS NOT TO (5) INSTALL A TEST WELL ON EACH PROPOSED LOT IN CANFORMANGE WITH THE REQUIREMk-M"5 DISINFECTED AND HAVE NO CHLORINE RESIDUAL AT THE TIME OF 5AMPLIN6.5AMPLE5 CONFORM TO 5T CONTAINED IN §406.4-12(A).WRIER QUALITY PARAMETERS MUST COMPLY WITH THE 6UiDELINE5 FOR MIGRO131OLWGAL ANALYSI5 MU5T BE COLLECTED WHEN THE ENTIRE WATER (HEREIN AFTER REFERRED TO A5 THE DEPARTMENT),A5 WELL A5 TO MINIMUM NEW YORK STATE THETOP5 OF CA51N66 OR PITLE 55 UNITS. WELLS MUST BE FINISHED A MINIMUM OF I FOOT ABOVE PERFORM AN INSPECTION,THE EXCAVATION MAY BE HE DE AR[M BACKFILLING 15 PROHIBITED AND MAXIMUM CONTAMINANT L.EVEL5(MGUS) CONTAINED IN PART 5 OF THE NEW YORK STATE SYSTEM IS COMPLETE.WATER SYSTEM DI5INFEGTION SHALL BE REQUIRED TO BE G-�RADEAND 2 FEET ABOVE ANY p0551$LE FLOOD LEVEL. WITHOUT THE PRIOR CONSENT OF THE DLT'ARTMk-NT.THE DEPAIRT1dENT RESERVES THE RIGHT TO REQUIREMENTS CONTAINED IN IOM'GRR APPENDIX 5-B TITLED RURAL WATER SUPPLY FOR ITEMS INSPECT THE 5Y5TEM AT ANY TIME PRIOR TO FINAL APPROVAL. 5ANITARY CODE,EXCEPT THE COMBINE? IRON AND MAN6ANE5E CONCENTRATION WHICH SHALL NOT REPEATED,OR 5Y5TEM MODIFICATIONS MADE, IF THE MIGROBIOLCKiGAL ANALY515 15 NOT COVERED BY THE DEPARTMENTS 5TANDARP5. &4064-b y,�LL IA� EXCEED ID M6/L,ON INDIVIDUAL BUILDING LOTS(5EE §406.4XG !2(0)). IF WATER QUALITY EE:ED5 UN5AT15FA ONE Y. R OL ANALYSES SUBMITTED FOR FINAL APPROVAL MUST BE TE WATER SYSTEM 15 DEF=INED IN ARTICLE 4 A5 ANY SYSTEM TO PROVIDE DRINKING WATER WELL AND DWELLING OR STRUCTURE MUST HAVE A MINIMUM I.D.OF 5406411 AGGE55 TO PUBLIC WATER(COMMUNITY WATER 51PPL1'Z THESE 5TANDARD5 ON ANY PROP05ED INDIVIDUAL LOT(5),THAT LOT WILL NOT BE APPROVED A5 A `'THAN ONE YEAR OLD. LATERAL LINES BETWEEN THE W A PRIVA 015 INCHES,BE FIRMLY ATTACHED TO THE WELL CASINGS,AND MEET THE FOLLOWIN6 IREQ'MT5: ALL APPLIGATION5 TO IN5TALL OR U5E A PRIVATE WATER 5Y5 EEM MUST INCLUDE EVIDENCE BUILDING LOT AND SHALL BE:50 NOTED ON THE 5UBTJIV1510N MAP. A COVENANT 5AT15FACTORY TO OTHER THAN THAT SECURED FROM A PUBLIC WATER 5Y5TEM(COMMUNITY OR NON--GOMMUNITY). 5A715FAGTORY TO THE DEPARTMENT THAT A COMMUNITY WATER 5Y5TEM 15 NOT AVAILABLE. THE DEPARTMENT WILL BE REQUIRED FOR ANY UNBUILDABLE LOT5. IF FUTURE TE5TIN6 BY THE TABLE 5 -WATER QUALITY ANALY515 PRIVATE WATER 5Y5TEM5 GON515T OF WELLS,PIPING,TANK5,WATER TREATMENT DEViGE5 AND I DEPT{ _TO PROTECT A6AIN5T FREEZING,LATERAL5 MUST 13E IN5TALLED A MINIMUM OF 54 CONNECTION TO A COMMUNITY WATER 5Y5TEM 15 REQUIRED IF PILE 5Y5TEM HA5 5UFFIGIENT DEPARTMENT 5HOW5 ACCEPTABLE WATER QUALITY,OR IF PUBLIC WATER BEGOME5 AVAILABLE,THE APPURTENANGE 5 INTENDED TO SUPPLY DRINKING WATER TO FAGILITIE5 5UGH A5: 51NOLE FAMILY INGHE5 BELOW FINAL GRADE. CAPACITY TO SERVE THE APPLICANT,AND IF ANY OF THE FOLLOWIN6 APPLY: TOTAL COLIFORM CHLOROFORM METHYLENE ROPYLT CHLORIDE RE5IDETIGES,MULTIPLE RESlDk-NGE:S OF FEWER THAN FIVE UNITS,AND NON-RESIDENTIAL L07 MAY BE APPROVED FOR DEVELOPMENT. INDIVIDUAL L07 TEST WF1L5 MAY BE DEEPENED � 2--G}{L0RO70LUET(E METHYLENE CHLORIDE (COMMERCIAL AND INDUSTRIAL) E5TABLISFfME�175 SERVING AN AVERAGE OF FEWER THAN 25 2.MATERiAL5-LATERAL5 MU5T BE GON5TRUGTED OF TYPE "K" COPPER,OR H16H DEN5ITY 1.51N6L.E-FAMILY RE51DENGE,WHERE WATER MAINS EX15T WITHIN 150 FEET OF THE APPLICANT'S UTILIZING THE REQUIREMENT5 OF OPT10N5 A,B,OR G L15TED IN ALTERNATIVE(4). DO NOT APPLY TO COMMUNITY AND NON-GER THAN TTY PUBLIC PLA5TIG CLEARLY LABELED A5 A5TM RATED FOR 100 PSI AND N5F APPROVED FOR POTABLE PROPERTY LINE. SPECIFIC CONDUCTIVITY DIBROM METHANE N- - PER50N5 DAILY.THESE RE6ULATION5yA•ER USE. 2.51NGLE-FAMILY RE5IDENGE FOR WHiCH MINIMUM WELL 5EF'r'iRATION OR DEPTH REQUiREMENT5 (6) IN SHORELINE AREAS WHERE ALL PROP05M LOT5 ARE GREATER THAN 2.0 AGRE5 AND WHERE NITRATE DIB IGHLORTHANE STYREi� WATER 5Y5Tk-Mi5,WHICH ARE REGULATED UNDER PART 5 OF THE NEW YORK STATE 5ANITARY CODE. 3.SEPARATION -LATERALS RUST BE LOCATED A MINIMUM OF 10 FEET HORIZONTALLY FROM ANY CANNOT BE MET,OR UNTREATED WELL WATER QUALITY h' UNSATISFACTORY AND WATER MAIN5 �5H WATER 15 NOT AVAILABLE AT GREATER DEPTH5, INSTALL A TE5T WELL ON EACH LOT IN FREE AMMONIA 1,2-DIGHLOROBENZENE I,I,i,2 TETRA HLDE�ANE 5Y5TEM5, 6.41 THROUGH §406.4-�E,CONTAINED HEREIN 5THER LINE,5EPTIG 5Y5TEM MAIN LINE,LEACHING POOL,OR DRY WELL. EX15T WiTHIN 250 FEET OF THE APPLIGANT'5 PROPERTY LINE. GONFORMANGE'WITH THE REQUIREMENT5 CONTAINED IN §406.412(A),EXCEPT THAT THE TOP OF CHLORIDE 1,3-DICHLOROBENZENE 1,IETR GHLOR ETHEN 'MANE THE 5TANDARD5 FOR PRIVATE WATER 5 , §40 3.MULTI-FAMILY RESIDENCE WHERE WATER MAIN5 ECI5T WITRIN 250 FEET OF THE APPLICANT'S IRON DIGHL HLA TOLUENE�NE APPLY TO ALL NEW WELL INSTAUATIONS AND THE RE pLAGEMENT OF EXI5TING PRIVATE WATER 5406.47 PUMPING E=QUIPMENT 4 STORAGE TANKS PROPERTY LINE. EACH WELL 5GREEN SHALL BE INSTALLED A MINIMUM OF 20 FEET BELOW THE WATER TABLE. WATER MANGANESE DIGHLORODIFLUOROMk-THANE TOLUENE SYSTEMS,AS DEFINED IN ARTICLE 4.PROCEDURES DESGRIBFJ� IN §406.410 THRCXJGII §406-4.18 ANY GOMMERGIALLY AVAILABLE WATER PUMP SUITABLE FOR THE TYPE OF WELL- INSTALLED 15 4.REALTY 5UBDIVI510N OR DEVELOPMENT WHERE WATER M�\IN5 FaCEST WITHIN A DISTANCE CNl1ALITY PARAMETERS E�JST COMPLY WiTH THE GUIDELINES AND MAXIMUM CONTAMINANT LkVEt S ZING I,I-0IGHLOROETHANE 12,3-TRIGHLOROBENZENE APPLY ONLY TO PRIVATE WATER 5Y5TEM5 PROP05ED TO 5ERVE NEW CON5TIRUGTION. ACCEPTABLE,WITH THE FOLLOWING LIMiTATION5: EQUIVALENT TO 150 FEET MULTIPLIED BY THE NUMBER OF PROP05FD LOTS,FROM THE (MCLS) CONTAINED 5 PART 5 T THE N H YORK STATE SANITARY LADE,EXCEPT THE COMBINED COPPER 1,2-01GHLOROETHANE 1,2,4TRIHLOROE HANENE 9 APPLICANTS PROPERTY LINE, IRON AND MANGANESE CONCENTRATION WHICH SHALL NOT EXCEED 1.0 M6/L,AS INDIVIDUAL LEAP IJ-DIGHLC�:OETHEt� 1,1,1-TRICHLOROETHANE � WHERE A REPLACEMENT PRIVATE WATER 5Y5TEM CANNOT CONFORM TO THE5E RE6ULATION5 DUE TO I STRAIGHT CENTRIFUGAL SUCTION PUMPS MAY BE USED ONLY WHERE THE DEPTH TO THE STATIC 5. GOMMICANTS OR INDUSTRIAL 13UILDIN65 WHERE WATER MAIN5 EX15T WITHIN 500 FEET OF THE BUILDING LOTS(5EE §406.4-12(0)). IF WATER QUALITY EXGEED5 THE5E 5TANDARD5 ON ANY MBA5 GI5 1,2-DIGHLOROETHENE 1,1,2-TRICHLOROETHANE us PHY5ICAL OR FINANCIAL CONSTRAINTS,THE WELL DRILLER AND PROPERTY OWNER MU5T COMPLETE WATER LEVEL IN THE WELL 15 20 FEET OR LE55. APPLICANT'S PROPERTY LINE.FOR PROPOSED STRUGTURE5 LARGER THAN 5,000 6RO% PROPOSED INDIVIDUAL NISI),THAT L07 WILL NOT TJ APPROVED ASA BUILDING LOT AND SHALL BE BENZENE TRANS 1,2-ROPRO A Ei}ENE TRIGHL� AND 516N A NON-GOMPLIANGE NOTIFICATION FORM(AVAILABLE FROM THE DEPARTMENT) 5PEGIFYIN6 5WARE FEET,CONNECTION 15 REQUIRED WITHIN A 015TANGE EQUIVALENT TO THE PROP05ED 50 NOTED ON T1� SUBDIV1510N MAP. IF FUTURE TESTING BY THE DEPARTMENT SHOWS ACCEPTABLE BROMOBENZENE 1,2-DIGHLOROPROPANE TRIGTRICHL ROROMP NE WHICH PROV1510N(5) OF THESE 5TANDARD5 HAVE NOT BEEN MET.5AID FORM MU5T BE SUBMITTED 2.REGENERATIVE TURBINE SUCTION PUMP5 MAY BE U5ED ONLY WHERE THE DEPTH TO THE STATIC GRO%SQUARE FOOTAGE DIVIDED BY TEN,E.6.,WITHIN h00 FLET OF A PROP05ED 6,000 WAS QUALITY,OR IF PUBLIC WATER BEGOME5 AVAILABLE,THE LOT MAY BE APPROVED FOR BROMOGHLOROMETHANE 1,3-DIGHLOROPROPARE 1,2 -,3 TO THE DEPARTMENT NT WITHIN bO DAYS OF THE WELLS COMPLETION. WATER LEVEL iN THE WELL 15 25 FEET OR LE55. 5WARE FOOT BUILDING. DEVELOPMENT. COVENANT5,5AT15FAGTORY TO THE DEPARTMENT,PROHIBITING ANY FUTURE BROMOMETHANE 22-0I0HLOROPROPAAE 1,2,4-TRI METHYLBENZENE b.COMMERCIAL OR INDUSTRIAL 5IWIVl510N OR DEVELOPMENT WHERE WATER MAIN5 EXIST 5MIV1510N OF THE PROPERTY ARE REQUIRED FOR ALL LOT5. N-13UTYLBENZENE I,i-0IGHLOROPROPENE 1,3,5-TRIMETHYLBENZENE 5406.42 WELL YIELD 3.JET PUMP5 MAY BE U5EE0 ONLY WHERE THE DEPTH TO THE 5TATIG WATER LEVEL IN THE WELL 15 WITHIN A D15TANGE EQUIVALENT TO THE MAXIMUM BUILDABLE:5WARE FOOTAGE ALLOWED TERT-DJY L13ENZNE GI5 51,3 HLO� M-XYLENE PRIVATE WATER5Y5TEM WEl L5'.3ERVING 51NGLE FAMILY RE51DE NC,E5 MUST 13E CAPABLE OF FfET OR�yy(AND THE CA51N615 100 FEET OR LE55). DIVIDED BY TEN,WHEN MEASURED TO THE CL05EE5T PROPERTY LINE. WHEN INGIRFASENG THE DEPTH of TEST WELLS DUE TO UNSATISFACTORY WATER QUALITY,OPTIONS A--C, TENT-13UTYLi3ENZENE TRANS I�DIGHLOROE'ROPENE O-XYLENE PRI V TE W A CONTINUOUS YIELD E AT LEAST 5 GALLONS PER MINUTE,MEASURED AT THE OUTLET OF OUTLINED IN ALTERNATIVE(4)MU5T BE 51R MY FOLLOWED.THE FINDING OF UN5ATI5FACTORY CARBON TETRACHLORIDE ET14YLBENZENE P-XYLENE THE STORAGE TANK.UO ADDITIONAL YIN D OF 5 GALLONS PER MINUTE MUST BE PROVIDED FOR EACH PERMANENT PUMPING EQUIPMENT MAY BE INSTALLED ONLY AFTER THE HELL HA5 BEEN DEVELOPED IF CONNECTION TO A COMP'RINITY WATER 5Y5TEM BECOME5 FFJ61BLE(DUE TO WATER MAIN WATER QUALITY IN A TEST WELL 15 DEEMED A5 HAVING DEMON5TRATED THAT THE AQUIFER SEGMENT GHLOROBENZENE HEXAGHLOROBUTADIENE VINYL CHLORIDE: ADDITIONAL DWELLING UNIT,E.G,,20 GPM FOR A FOUR UNIT RE5IDENGE.PRIVATE WATER 5Y5TE M5 AAIp SiLT-FRES WATER HA5 BEEN OBTAINED.PUME'S MUST E3E EQUIPPED WITH A PRESSURE SWiTGH EXTEN5{ON5 OR IMPROVED 5Y5TE M GApAGITY) PRIOR TO OR DURING GON5TRUGTION OF A PROJECT 15 CONTAMINATED AND 15 UN5UITABLE A5 A DRINKING WATER SOURCE. PULLING THE WELL BACK OR CHLOROETHANE I METHYL-TENT-E3NJTYL-ETHER 5ERVIN6 NON-RESIDENTIAL E5TA13LI5HMENT5 MUST BE OAPA13LE OF PROVIDING A CONTIN UOU5 YIELD THAT 15 SET TO OPERATE AT A MINIMUM PRE55URE OF 20 P51 WiTH A 20 P51 DIFFERENTIAL, pREVIOUSLY APPROVED BY THE DEPARTMENT FOR A PRIVATE WATER 5Y5TEM,THEN THE APPROVAL MARGINALLY DEEPENING IT WITHIN THE SAME AQUIFER SEGMENT(LE55 THAN A 40-FOOT CHANGE IN (MTBE) OF AT LEAST FIVE 6ALLON5 PEF:MINUTE,MEA5URED AT THE OUTLET OF THE STORAGE TANK,PLUS PUMPING EQUIPMENT MU57 BE LOCATED IN AN AREA THAT 15 DRY,PROTECTED A6A1N5T 5URFAGE FOR THE PRIVATE WATER 5YSTEM 15 VOIDED,AND THE APPL{GANT MUST FILE A R)=VI5E77 PLAN WITH SCREEN SETTING) 15 NOT PERMITTED. ANY ADDITIONAL YIELD REQUIRED FOR IRRIGATION OR PROGE%IN6 PURP05E5. DRAINAGE AND FREEZING,AND CONVENIENTLY AGGE551BLE FOR MAINTENANCE AND REPAIR THE DEPARTMENT, NOTE: THE DEPARTMENT MAY REQUIRE THE ANALYSIS OF ADDITIONAL PAfRAMETERS INSTAL.IATION OF PUMPING EQUIPMENT IN PITS 15 PROHIBITED. REALTY DEVEJ..OPMENT5 AND Si!$DIV1510N5 APPROVED ON THE BA515 OF DEEPENED WELLS SHALL SUCH � AlDlGARB OR DAGTHAL. nh�3 WFl I I TION 54064-12(A) GENERAL REQUIREMENTS FOR TEST WELLS HAVE 5PEGIAL COVENANT REQUiREMENT5,AND 13E 50 NOTED ON THE FINAL MAP. INDIVIDUAL LOT IN ORDER TO PROTECT THE 5ANITARY AND CHEMICAL QUALITY OF PRIVATE WELLS FROM POTENTIAL STORAGE TANK5 KJ5T HAVE A MINIMUM OF 82 6ALLON5 CAPACITY OR EQUIVALENT. IN ADDITION, A TEST WELL MAY BE REQUIRED IN ORDER TO DETERMINE THE 501TABILITY OF TETE U5E OF INDIVIDUAL APPROVALS FROM SAID MAP WILL REQUIRE WELLS OF 5lMILAR MINIMUM DE3PTH5,UNlE55 ADDITIONAL IN PART OF UN5ATI5FAGT NT WATER QUALITY, D DETERMINED BY THE CONTAMINATION SOURCES,AND 1"0 FACILITATE AGGF55,MINIMUM HORIZONTAL SEPARATION 015TANGE-5 THEY MU5T MEET THE FOLLOWING 5TANDARD5: PRIVATE WATER 5Y5TEM5,WHERE THE DEPARTMENT HA5 DkTEPMINED THAT A PUBLIC WATER TE5T WELL(5)DEMON5TRATE 5ATI5FAGTORY WATER QUALITY. DEPARTMENT,THE APPLICANT SHALL BE REQUIRED R1 MODIFY THE 15 15 LL AND/OR BETWEEN WELLS AND THE CLOSEST PORTION OF THE ITEMS LISTED IN TABLE I MUST 13E MAINTAINED: SUPPLY 15 NOT AVAILABLE OR AGGE5515LE(5EE §406.411 A,GCfE=55 TO PUBLIC WATER).A TEST WELL DEPTH OF THE WELL.RETESTING TO CONFIRM THE ORiGINAL ANALYSIS IS ALLOWABLE, I.MATERIAL5-MUST BE NON-CORROSIVE,OR THE WATER CONTACT 5URFAGE NON-METALLIC. OR WELL5 15 REQUIRED FOR ANY APPLICATION FOR A REALTI'5UBDIV15ION OR DEVELOPMENT,AND 54064-12(G) 5PEGIFIG TEST WELL REQUIREMENTS FOR DEVELOPMENTS PROVIDED THE SAMPLING PNT GEDURES IN §406.413 WATER QUALITY ANALYSIS ARE TABLE I -5EPARATION REQUIREMENTS MAY BE REQUIRED FOR INDIVIDUAL LOT5. IN ORDER TO DETERMINE THE DEPTH AT WHICH THE 5E5T TE5T WELL REQUIREMENT5 FOR PEVEL OPMENT5(2 TO 4 LOTS) MAY ALLOW THE APPLICANT AN FOLLOWED. IF THE APPLICANT GAN DR 15 NOT TO THE DEPARTMENTS FOUNDATION5 10 FEET(5EE NOTE 1) 2.PRE55URE 6AU6E -MU5T BE IN5TALLED AT THE PUMP OR TANK. WATER QUALITY 15 AVAILABLE,APPLIGANT5 MAY PERFORM E'.10RATORY DRILLING BY IN5TALLIN6 ADDITIONAL ALTERNATIVE OTHER THAN TH05E OUTLINED FOR REALTY 5UBDIVI510N5.TEST WELLS SATISFACTION THAT POTABLE WATER 15 NOT AVAILABLE ON THE PARCEL,THE LEAHIN6 POOL5(ON 4 OFF-5171) 150 FEET(51E NOTE 2) TEST WE LL5 AT VARIOUS DEPTHS AND PRE-TE5T WATER QUALI'F(,PRIOR TO REGUE5TIN6 ANALYSES 5HALL BE IN5TALLED IN ACCORDANCE W1TH THE GENERAL REQUIREMENT5 CONTAINED IN §406.4-12(A). DEPARTMENT MAY ALLOW THE INSTAUATIOR OF WATER TREATMENT. G PROPERTY LINES I OT 3. AIR VOLUME 6ONTROL VLV-MU5T BE PROVIDED ON TANK5 NOT CONTAINING D{APHRA6M5. BY THE DEPARTMENT, r l 5406.414 WATER TREATMENT FOR INDIVIDUAL LOTS V m 5EPTIG TANKS A MINIMUM OF ONE INITIAL TEST WELL 5HALL BE IN5TALLED ON THE PROPERTY. iN GENERAL,WHERE t'f� 5EWER LINES 4 5EPTIG 5Y5TEM MAIN LINE5 50 FEET 4.5MT-OFF VA NE -MU5T BE INSTALLED ON THE OUTFLOW 51DE OF THE TANK. INSTALLATION OF WATER TREATMENT MAY BE ALLOWED BY THE DEPARTMENT ONLY TEST WELLS SHALL BE LOCATED ON T}�SUBJE-GT PARCEL.l^IA;;R:R QUALITY TE575 FROM NEARBY OR ONE OR MORE SMALLER L075 ARE PROPOSED TO BE DIVIDED FROM A MUCH LARGER PARCEL,THE O ADJAGE"NT PARCELS ARE NOT ACCEPTABLE A5 PROOF OF LOG WHERE IT HAS BEEN DEMONSTRATED THAT DEEPENING OR RELOCATING THE WELL IS I�-1 STORM DRAINS,CATCH BA51N5,5UMIP5, AL WATER QUALITY.AN EC15TINC WELL MUST 13E IN5TALLED ON ONE OF THE PROP05ED 5MALL LOTS.THE APPLICANT 15 RE5PON51BL.E RECHARGE BA51% 4 DRAINAGE DITCHES 50 FEET 5,DRAINAGE VALVE- MUST 13E INSTALLED ON THE TANK 51DE OF THE SHUT-OFF VALVE TO ALLOW NOT TREATMENT THE ED,AND T MUST SUBMIT A PLAN iND1GATINC THE TYPE TE WELL ON THE PARCEL GAN BE UTILIZED A5 A TEST WELL, IF THC.-.WELL CAN BE DOCUMENTED TO MEET TO k-NSURE THE PROPER LOCATION OF ANY TEST WELLS TO BE USED AS A FUTURE SOURCE OF TREATMkTIT PROPOSED,AND THE METHOD OF DISPOSAL OF BACKWASH WATER ORw N WA5HIN6 MACHINE DRY WELL5 100 FEET COMPLETE DRAINAGE OF THE TANK,AND TO PROVIDE 5AMPLIN6 AGGE-55. DEPARTMENT 5TANDARD5.AN UNTREATED OR UNFILTERED 5AMPI-E TAP MUST BE AVAILABLE FOR POTABLE SUPPLY. OTHER WASTES.THE 5UBMi55{ON MUST INCLUDE A CERTIFICATION FROM THE a T— NOTE I -ALL PRIVATE WATER 5Y5TEM WELL5 MU5T BE LOCATED OUT5IDE OF BUILDiN65 AT LEA5T TESTING. MANUFACTURER OR 5ELLER THAT: 5406.48 DI5INFEG'iION WATER ANALYSES FOR INOR6ANIG CHEMICAL CONTENT,VOLATILE ORGANIC COMPOUNDS AND Q/ In FIVE FEET BEYOND ANY ROOF OVERHANG AND TEN FEET FROM FOUNDATION WALL5.NY5DEG qLL ACGE55IBLE WATER SUPPLY APPURTENANCE-5 MU5T BE THOROUGHLY DI5INFEGTED WITH A TE-5T y�5 5HALL BE CON5TRUGTE7 IN ACCORDANCE WITH A"DEPARTMENT 57ANDARD5, IF THEIR PE5TIGIDE5 MU5T COMPLY WITH NY5 MCLS AND 6UIDELINE5,EXCEPT A5 NOTED IN REQUIREMENT5 I. THE DEVICE MEETS ALL DEPARTMENT AND NY5 5TANDARD5. Q Q REGULATION5 ON TERMITICIDE APPLIGATION5 PROHIBIT TREATMENT WHERE WELL5 ARE LE55 THAN 10 STRONG CHLORINE 5OLUTION MADE BY MIXING THREE QUARTS OF HOUSEHOLD BLEACH WITH TEN EVENTUAL U5E FOR POTABLE WATER SUPPLY 15 ANTICIPATED. (1) THROUGH(111) 5PEGIFIED IN §406.4-12(B). FEET FROM FOUNDATION WALL5,AND RE STRICT TREATMENT WHERE WELL5 ARE LOCATED 10 TO 25 GALLONS OF WATEZ DI5INFEGTION 15 AGGOMPLI5HED A5 FOLLOW5: 2.THE DEVICE N GUARANTEED TO PROVIDE POTABLE WATER FOR A PERIOD OF HE AND FOUNDATION WAL.L5 IS 5ANITARY AND CHEMICAL QUALITI'OF THE PROP05ED WATER 5OURCE, AT LEAST ONE YEAR, W � < FEET AWAY.THEREFORE,A 015TANGE OF 25 FEET BETWEEN IN ORDER TO PROTECT THE SANITA A G IF WATER QUALITY 15 UNSATISFACTORY AS SHOWN 13Y THE DEPARTMENT'S ANALYSES,THEN THE USE 3.THE EXPEGTE:D OPERATIONAL LIFE OF THE UNIT,BA5ED UPON THE RAW WATER W LL RECOMMENDED,ALTHOUGH NOT 1,5TRIGTLY REQUIRED. 1. POUR THE GHLORINE 5OLUTION INTO THE WELL AND TO PROVIDE A REASONABLE MARGIN OF SAFETY IN THE EVENT OF FUTURE WATER QUALITY OF PRIVATE W1LL5 WILL NOT BE APPROVED.ALTERNATIVE5(I),(3),(4),(5) AND (6) A5 L15TED IN DEGRADATION,TE5T WELLS 5HALL MEET THE FOLLOWING MiNIlh)M 5TAWAR05: TABLE 4 ARE AVAILABLE TO THE APPLICANT. IN THE EVENT THAT THESE ALTERNATIVE5 DO NOT FILTER 15,MUST BE INDICATED,50 THAT THE HOMEOWNER WILL KNOW WHEN X NOTE 2 -5iNaE-FAMILY RE51D1ENTiAL LOTS WHICH ARE EXEMPT FROM THE MINIMUM LOT'51ZE 2.CONNECT pIPIN6 AND OPERATE PUMP UNTIL A CHLORINE ODOR 15 OBSERVED AT ALL TAPS. FILTER MAINTENANCE 15 REQUIRED. � m REQUIREMENT5 CONTAINED IN ARTICLE 6, §160-bOq OF THE SUFFOLK COUNTY 5ANITARY GODS,AND I.THE TOP OF EACH WELL 5GREEN MU5T BE IN5TALLED A MINIMUM OF 40 FEET BELOW THE WATER PROVIDE ONDITI ACCEPTABLE WATER QUALITY,OR DUE TO THE DEPARTMENT'S KNOWLEDGE OF WATER SINGLE-FAMILY LOTS INDICATED ON REALTY SUBDIVf510N OR DEVELOPMENT MAPS APPROVED BY 3.DISGONNEGT?TiE HELL PIPING AND ADD ANOTHER TEN GALLONS OF CHLORINE SOLUTION. QUALITY CONDITIONS PREVALENT IN THE AREA,THE DEPARTMENT MAY ALLOW THE APPLICANT THE USE Mnn O = � TABLE. OF PRIVATE WELL5 WITH AN APPROVED WATER TREATMENT DEVICE,PROVIDED ALL PARGELS ARE WATER TREATMENT UMTS MAY NOT BE INSTALLED WITHOUT PRIOR VICE, AAL LI THE F-� THE DEPARTMENT PRIOR TO MARCH 1, 1888 REQUIRE THAT A MINIMUM HORIZONTAL 5EPARATION OF 100 2.THE MINIMUM TOTAL DEPTH OF EACH WELL MU5T BE AT!FA5T 50 FEET. DEPARTMENT. AFTER INSTALLATION AND Dl ARAM T ER OF THE DEVICE,SAMPLING 15 FEET E3E PROVIDED BETWEEN THE WELL AND THE CLOSEST EDGE OF ALL LEACHING POOLS. WHERE COVENANTED PROHIBITING ANY FUTURE SUBDIVl510N OF THE PROPERTY,UNLESS WATER SERVICE FROM REQUIRED FOR TOTAL COLIFORM AND THE PARAMETER(5)TO BE TREATED OR E--t �- � � 4.RECONNECT 1HE PIPING AND RllN THE PUMP FOR TEN 5EGOND5. A COMMUNITY WATER SUPPLY 15 PROVIDED (5EE §406.4-a TREATMENT AND §406.4-15 5UGH 5EPARATION5 ARE PHYSICALLY IMP055113LE TO ATTAIN,CONNECTION TO FU13L.IC WATER WILL BE PRIOR TO 5AMPLINC BY THE DEPARTMENT,THE WELL DRILLEP -IALL PROVIDE TLE DEPARTMENT WITH FILTERED,A5 A DEMONSO COMM OF EFFICACY.THE5E GY.THE 5TANDARD5 15 LEASE OF WATER REQUIRED IF AVAILABLE WITHIN 250 FEET OF ANY PROPERTY LiNE(5EE §406.4 - Il A,(/-E55 TO 5.ALLOW THE y.;.:',..L TO 5TANp IDLE FOR A MINIMUM OF 51X HOUR5(2.4 HOURS IF P0551BLF). A 515NED CERTIFICATION CONTAINING WELL L06 DATA, INGLUUNC7 THE DEPTH OF THE WELL, � �'` 5). ATMkNT EQUIPMENT TO COMPLY WITH THESE STANDARDS IS NOT PERM1551E3LE. � 2 PUBLIC WATER). 1F PUBLIC WATER 15 NOT AVAILABLE"A WEU MAY BE IN57ALLIED WITH LE55 THAN ELEVATION OF THE WATER TABLE,5GREENED INTERVAL,AND CHER PERTINENT INFORMATIONW It4064- 12(DZ5PEGIFIG TE5T WELL REQUIRMENT5 FOR INDIVIDUAL LOTS 6406.415 GOVENANT5 100 FEET 5EpARATION BETWEEN WELL AND LEACHING POOL WITHOUT A VARIANCE FROM THE 6,PUMP TO WASTE UNTIL THE 5Y5TEM 15 FREE OF ALL CHLORINE ODORS AND TASTES. REQUIRED BY THE DEPARTMENT. TEST WELL!REQUIREMENTS FOR INDIVIDUAL BUILDING LOTS IN 51N6LE AND 5EPARATE OWNER5HIP ALL INDIVIDUAL PRIVATE WATER 5Y5TEM APPROVED BY THE DEPARTMENT WITH A � ..Q DEPARTMENT PROVIDED THAT: ALLOW THE APPLICANT ALTERNATIVE5 OTHER THAN TH05E OUTLINED FOR REALTY 5UBDIV151ON5 AND WATER TREATMENT DEVICE OTHER THAN A POLYPHOSPHATE FEEDER,REGUIRE5 THAT 64064-g TREATMENT TE5T WELL5 5HALL 13E PUMPED FOR ONE HOUR AT TEN 6ALLONi PER MINUTE IMMEDIATELY PRIOR TO pEVELOPMENT5. TEST WELL5 5HALL 13E INSTALLED IN ACCORDANCE WITH THE GENERAL THE APPLICANT FILE A COVENANT WITH THE SUFFOLK COUNTY CLERK.THP5 COVENANT ".4 _j 1.THE MAXIMUM ATTAINABLE HORIZONTAL 5E3PARATION 15 MAINTAINED,WITH A MINIMUM IF THE DEPARTMDV, DETERMINE5 THAT WATER TREATMENT 15 NEGE55ARY,THE EQUIPMENT 5AMpLiNG,UNLE55 OTHERWI5E 5PEGIFIED BY THE DEPARTMENT.THE APPLICANT OR THEIR AGENT REQUIREMENTS CONTAINED IN §406.4 - 12(A).THE DEPARTMENT MUST APPROVE,AND MAY 5PEGIFY, MUST BE 5AT15FACTORY TO THE DEPARTMENT AND 5TATE THAT: ALJ SEPARATION OF AT LEAST 65 FEET,AND IN5TALLED MUST BE CAPABLE OF PRODUCING WATER MEETING ALL APPLICABLE DRINKING WATER MUST CONTACT THE DEPARTMENT TO ARRANGE AN APPOINTMEIT FOR THE TE5TING. THE TEST WELL LOCATION AND DEPTH.THE WELL MU5T 13E GON5TRUGTED IN AGGORDANGE WITH THESE �±i FF-- 2.THE DEPTH OF THE WELL EiCREETI BELOW THE WATER TABLE 15 INGREA5ED ACCORDING TO THE MAXIMUM CONTAMINANT LEVEL5(MCLS) AND 6UIDELINE5 DURING MAXIMUM WATER FLOW. SCHEDULE CONTAINED IN TABLE 2.FOR EXAMPLE: IF THE WELL GAN BE LOCATED ONLY 10 FEET WHOLE-HOUSE TREATMENT 15 REQUIRED FOR: IRON(FE),MANGANESE(MN),GHLORIDE 5,VOLATILE TEST WCiL5 5HALL NOT BE ADULTERATED WITH WATER FROM ANOTHER 5OURGE,TREATED WITH STANDARDS IF THE EVENTUAL USE FOR POTABLE WATER SUPPLY 15 ANTICIPATED. I.THE QUALITY OF THE UNTREATED WATER SUPPLY EXCEEDED DRINKING WATER HORIZONTALLY FROM THE NEAREST LEACHING POOL,AND THE DEPTH TO GROUNDWATER 15LE55 MGUS OR AND GUIDELINES AT THE TIME OF SAMPLING,AND ENGINEER: ORGANIC GOMpOUNpy(VOGS),AND A1171GARB RESIDUES.NITRATE TREATMENT MAY BE PROVIDED CHEMICALS,OR CHLORINATED PRIOR TO SAMPLING BY THE DEPARTMENT. A TEST WELL MAY BE REQUIRED ON ANY INDIVIDUAL BUILDING L07. PRIOR TO THE 15SUANGE OF AN 2.OGGUPAGY WILL NOT OCCUR PRIOR TO THE INSTALLATION OF A TREATMENT THAN 100 FEET,THEN THE:TOP OF THE WELL 50RE-EN MU5T BE IN5TALLED A MINIMUM OF 130 TO A 51%LE TAP,iWD MUST BE CAPABLE OF PRODUCING A MiNIMUM OF TEN 6ALLON5 PER DAY OF FEET BELOW THE WATER TABLE. TREATED WATER.TABLE 3 LISTS THE WATER TREATMENT METHODS AC.GEPTED BY THE DEPARTMENT ALL WATER SAMPLING AND ANALYSES WILL BE PERFORMED BY THE DEPARTMENT,PROVIDED APPROVAL 70 GONSTWJGT FOR WHICH THE DEPARTMENT HA5 DETERMINED THAT PUBLIC WATER 15 NOT 5Y5TEM APPROVED BY THE DEPARTMENT'. FOR SPECIFIC WATER QUALITY PROBLEMS.THE DEPARTMENT MAY APPROVE OTHER TYPES OF WATER PROPER APPLICATION TO THE DEPARTMENT HA5 BEEN MADE/,ND TE5TIN6 FEE5 HAVE BEEN PAID. ACGE55113LE,AND WHERE: ,\�OF N E�V Y0 •`-4 WELL DEPTH TREATMENT EQUIPMENT ON A GASE-BY-GASE BA515, IF PROOF OF OPERATIONAL EFFICIENCY ANALYTIGAL RE-5ULT5 WILL BE DEEMED VALID FOR ONE YEAR FROM THE PATI;OF 5AMPLIN6. iF ALL REALTY 5UBDIVI506 OR DEVELOPMENT5 APPROVED BY THE DEPARTMENT WITH �Q- • BUS .Q I.A PRIVATE WELL MAY 13E VULNERABLE TO CONTAMINATION OR, PRIVATE WELL5 ARE REQUIRED TO HAVE A COVENANT PLACED UPON ALL PARGEL5. co �`� ��, THE TOTAL MINIMUM WELL DEPTH REQUIRED 15 50 FEET.THE TOP OF THE WELL 5GREEN MUST BE ACCEPTABLE TO THEE DEPARTMENT 15 PROVIDED. FINAL APPROVALS ARE NOT OBTAINED WITHIN ONE YEAR OR If:APPROVALS HAVE F_)ClPIRED,NEW 2 THE QUANTITY OF FRE W WATER 15 LiMITED DUE TO THE PROXIMITY OF 5ALT WATER. IN5TALLATION OF DEEP WELLS OR WATER TREATMENT REQUIRES 5PECIAL COVENANT * IN5TALLED AT LEAST 40 FEET 13ELON THE WATER TABLE FOR INDIVIDUAL LOTS WHERE THE ANALY5E5OF ALL TEST HELL5 MAY 13E REQUIRED. 9 SALTWATER INTERFACE 15 ENGC7UNTERED LE55 THAN 40 F1 ET BELOW THE WATER TABLE,THE WELL TABLE 3-WATER TREATMENT LANGUAGE. A COMPLETE SET OF ALL WATER ANALYSE,EXECUTED COVENANTS,TITLE r , f" 'i w SCREEN MAY BE INSTALLED A7 A SHALLOWER DEPTH(WITHOUT A VARIANCE FROM THE DEPARTMENT) 6406.4-1203) SPECIFIC TEST WELL REQUIREMENTS FOR REALTY SUBDIVI510N5 WATER QUALITY PARAMETERS MUST COMPLY WITH THE MAXIMUM CONTAMINANT LEVELS(MCLS) GERTIFIGATIONS,AND LETTERS OF CONSENT OF LIEN AND MORTGAFiE HOLDERS M115T m _`.. ,.3 i z TIE DEPARTMENT WILL SPECIFY THE CONTAINED IN PART 5 OF THE NEW YORK STATE SANITARY CODE,EXCEPT THE COMBINED IRON AND 13E SUBMITTED TO THE DEPARTMENT FOR REVIEW BY THE COUNTY ATTORNEY PRIOR TO Z PROVIDED THAT: WATER QUALITY PRQ2-EM ��T FOR REALTY 5UEVIV151ON APPLIGAT{ON5(5 LOT5 OR MORE), MANGANE5E CONCENTRATION WEIGH SHALL NOT EXCEED I.0 M6/L. INDIVIDUAL LOT TE5T WELL.5 RECORDING.COMPLETE IN5TRUCTION5 AND MODEL GOVENANT5 MAY 13E OBTAINED T I.THE TOP OF THE WELL 5GREEIN 15 AT LEAST 10 FEET BELOW THE WATER TABLE,AND FE = 03 _O,ga � 1,2,3,4 TE5T WELL LOCATIONS.ONE TE5T WELL 15 REQUIRED PER 10 AGRE5 OR 10 5MIV1510N LOT5,WITH A 2.THE HORIZONTAL SEPARATION$ETW[E1N THE WELL 4 ALL LEAGHIN6 POOLS i5 AT LEAST 150 FEET. = 03 -O.aa M61L 1,2,3 MINIMUM OF 2 TE5T WELL5 FOR ANY 5UBOlVI51OR TE5T WFLL5 5HALL BE IN5TALLED IN WHICH MEET MGUS,WITH THE EXCEPTION OF IRON AND MAN6ANE5E UP TO A COMBINED FROM THE DEPARTMENT.LE6END5 RE6ARDIN6 COVENANT LANGUAGE MUST APPEAR O FTE -9 A MN _ a I,2,3 CONFORMANCE WITH THE GENERA! REQUIREMkTITS INCLUDED !NII §406.412(A). CONGENTR4TIOtN OF 5.0 M6/L,MAY 13E APPROVED PROVIDED THAT WATER TREATMENT 15 IN5TALLED ON ALL REALTY 5UBDIV15ION AND DEVELOPMENT MAP5. nFESS�O"'' §406 45 CASINGS SCREENS.DROP PIPES 4 WELL SEALS FE +MN = 0.3 0.,a MAIL AND APPROPRIATE COVk-NANT5 ARE FILED(SEE §406.4q TREATMENT AND §406.415 ALL WELLS MU5T BE INSTALLED VERTICALLY.TIE APPLICANT MU5T RECEIVE PRIOR APPROVAL FROM M = I.0 -5.0 MC7 L 2,3,4 JEFFREY T. BUTLER,P.E. MN = I.0 -5.0 M6/L. 2,3 WATER ANALYSC-5 FOR INORGANIC GFEI=MIGAL CONTENT,VOLATILE ORGANIC COMPOUNDS,AND QTS)• &406.416 GE-RTIFIGATfONS THE APPLICANT MUST PROVIDE THE DEPARTMENT WITH A COPY OF THE LONG THE DEPARTMENT BEFORE PROGIEDIN6 iF A VERTICAL WELL 15 NOT P0551BL.E. FE + MN = I.0 - 5.0 M6/L 2,3 PE5TICIDE5 MU5T COMPLY WITH THE GUIDELINES AND MAXIMUM CONTAMINANT LEVELS(MGUS) IF WATER QUALITY PARAMETERS OTHER THAN IRON AND MANGANESE EXCEED M61-S, HO S,A5 SHOWN E3Y ISLAND WELL COMPLETION REPORT 5UE3MITTED TO THE NEW YORK STATE . . J NITRATE = 10 -20 M6/L 5,6 CONTAINED IN PART 5 OF THE NEW YORK STATE 5ANITARY CODE,EXCEPT A5 L15TED BELOW. THE DEPARTMENT'S ANALYSIS THE U5E OF A PRIVATE WELL WILL NOT BE APPROVED. IN 5UGH GA5E DEPARTMENT OF ENVIRONMENTAL GON5ERVATION.THE REPORT MU5T � Q TABLE 2 -SEPARATION DISTANCE 4 WELL DEPTH CHLORIDE> 250 MEi1L 6 INDICATE: A LOG OF THE WELL;THE STATIC WATER LEVEL. IN THE CA51N6•THE _ DEPTH OF WATER MAXIMUM ATTAINABLE REQUIRED SGS VOCE OR ALPICARB EXGEEDIN6 5TANDARD5 l THE FOLLOWING ALTERNATIVES ARE AVAILABLE TO THE APPLICANT OF AN INDIVIDUAL LOT: in TABLE BELOW GRADE HORIZONTAL SEPARATION ��13E1-OW��TABLE I. THE ARITHMETIC MEAN NITRATE GONGENTRATION OF ALL F�L.lS TESTED(ON THE SAME DAY) AT DEPTH TO THE TOP OF THE WELL SCREEN FROM THE LAND SURFACE;THE O ►- 1 , 40' THEIR FINAL 5GREEN 5ETTIN6 5HALL NOT EXCEED 6.0 MILLI PER LITER(M6/La,AND NO 1• EXTEND PUBLIC WATER TO THE LOT,OR DEPTH OF THE SALTWATER INTERFACE(IF ENCOUNTERED);WELL MATERIALS, �+ � 'J 7 < 100 FEET TYPE5 OF TREATMENT WELL MAY EXCEED THE NITRATE MGL AND LEN6TH5 AND DIAMETER5(GA51NG 5CREEN AND DROP PIPE);TYPE AND ki) g0, -1O' 2.CHANGE THE WELL DEPTH(A MINIMUM DEPTH OF 40 FEET TO THE TOP OF THE WELL SCREEN MUST � }- 80, I. POLYPH05PRATE FEEDER IL THE CHLORIDE CONCENTRATION SHALL NOT EXCEED 1001�1G/L IN ANY WELL,AND MODEL PITLE55 ADAPTER;PACKER MATERIAL IF U5ED•PUMP N 100' BE MAINTAINED) AND REPEAT THE COMPLETE WATER ANALY515,OR � O � T0, 130' 2. ION EXCHANGE(WATER SOFTENER) 111. THE COMBINED IRON AND MAN6ANE5E LONGE NTRATION SHALL NOT EXCEED 1,0 M6/L IN ANY 3 RELOCATE THE WELL AND REPEAT THE COMPLETE WATER ANALY515(A MINIMUM DEPTH OF 40 517E AND TYPE;PUMP LOCATION AND DEPTH FROM LAND 5URFAGE;DRILLING Q Z 65' 145' 3.pOTA551UM PERMAN6ANATE/FILTRATION WELL. METHOD;AND WELL YIELD.THE REPORT MUST AL50 ATTE5T TO ANY OTHER Q FEET TO THE TOP OF THE WELL..5GREEN MU5T 13E MAINTAINED). Q W Z 4,OXIDATION/FILTRATIONE5H WORK PERFORMED, INGLUDIN6: DEPTH,MATERIAL AND DIAMETER OF THE I I,L_j � W 100 TO 200 FEET TOO' 40' 5. 015TILLATION IF WATER QUALITY FAIL5 TO MEET THE 5TANDARP5 ITEMIZED ABOVE,THEN THE U5E OF PRIVATE 4. IN SHORELINE AREAS,WHERE E IN5T WATER 15 NOT M OF ABLE TT GREATER DEPTHS,THE TOP WELL LATERAL;SIZE AND TYPE OF STORAGE TANK;TYPE MAKE AND MODEL d- � 'J } OF THE WELL 5GREEN MAY BE INSTALLED A MINIMUM OF 10 FEET BELOW THE WATER TABLE, AND,HATER 5Y5Tk-M D151NFEGTiON. INFORMATION Z Q Z Q : 6.REVERSE OSMOSIS WENS WILL NOT BE APPROVED.THE ALTERNATIVES I THROUGI:.6 L15TED IN TABLE 4 ARE AVAILABLE OF WATER TREATMENT UNIT; j W {-- l.6RANILAR ACTIVATED CARBON* TO THE APPLICANT TO PROCEED WITH THE PROP05ED REALTY SUBDIV1510N. PROVIDED A MINIMUM PI5TANGE OF 150 EST 15 MAINTAINED TO ANY LEACHING POOL,AND ALL MAY BE,L15TED ON THE REVER5E OF THE REPORT,OR ADDITIONAL 5HEET5 W m K D/ a0' �, OTHER RE-QUIREMEN75 OF THE5E 5TANDARD5 ARE MET. 0 ix Q }- — < IL 60' MAY BE ATTACHED.THE REPORT MUST BE SIGNED IN THE APPROPRIATE H _ Z t � OL 100' b5, 110, '�6AG TREATMENT MUST COMPLY WITH APPENDIX-5-B OF PART l5,TITLE 10 OF THE NEW YORK TABLE 4.ALTERNATIVE5 WHEN TE5T WELL WATER QUALITY 15 V-6AT15FAGTORY PLAOE513Y A UGEN5ED WELL DRILLER AND/OR PLUMBER 0) STATE HEALTH DEPARTMENT ADMIN15TRATIVE RULES AND RE6ULATION5(AVAILABLE FROM THE IN THE EVENT THAT THESE ALTERNATIVE5 DO NOT PROVIDE ACCEPTABLE WATER QUALITY,OR DUE TO Lu Q CERTIFYING ALL WORK PERFORMED BY FAGH. ) 200 FEET 100' 40' DEPARTMENT). (i) EXTEND PUBLIC WATER TO SERVE ALL PROPOSED L075,OR. THE DEPARTMENTS KNOWLEDGE OF WATER QUALITY CONDITIONS PREVALENT IN THE AREA,THE C) I"' i--• DEPARTMENT MAY ALLOW THE APPLICANT THE U5E OF A PRIVATE WELL WITH AN APPROVED WATER Z Z i CIO, 50' TREATMENT DEVICE,PROVIDED ALL OTHER REQUIREMENTS OF THE5E 5TANDARD5 ARE MET,AND THE -1QFj,4-17 FINAL APPROVAL (� W Q 60' b0' PROGEDURE5 FOR NEW GON5TRUGTION (2) GON5TRUGT AN ON-51TE COMMUNITY WATER 5Y5TEM MEETING ALL APPLICABLE NEW YORK STATE APPROPRIATE COVENANTS ARE FILED(5EE §406.4-g TREATMENT AND §406.4-15 FINAL APPROVAL OF PRIVATE WATER 5Y5TEM5 FOR NEW GO%TRUGTION WILL 10, AND SUFFOLK COUNTY 5TANDARD5,OR COVENANTS), BE 155L ED UPON 5UBM155ION OF ALL REQUIRED DCA ON ION,IN LUDW: ��J � W Q Q l0 � A5 BUILT 5URVEY5,WATER QUALITY NAL tL' � LL — -v 1 _ 65' S40(o.410 INTRODUc;T� NO PERSON MAY Gc7N5TRUGT A PRIVATE WATER SYSTEM TO 5ERYE NEW CONSTRUCTION WITHOUT FIRST (3) REGONFI6URE THE SUBDIVISION 50 THAT ALL LOT5 ARE 6P.FATER THAN 5.0 OGRES.NO DRILLER CERTIFICATION,AND COVENANTS WHERE REQUIRED(SEE 0 w Q CASINGS MUST BE MADE OF STANDARD WEIGHT STAINLESS,BLACK OR GALVANIZED STEEL,OR HAYING APPLIED FOR AND RECEIVED AN APPROVAL FROM THE DEPT.AN APPROVAL TO ADDITIONAL TE5T WELL5 ARE REQUIRED FOR 51BDI1/1510N APPROVAL. LOTS MU5T BE GOVENANTEP &4064-13 WATER QUALITY ANAL-515 DEPARTMENT BULL ETIN5 FOR INFORMATION).FINAL APPROVALS WILL BE = V WO Q I PLASTIC HAVING WILL BE GRANTED ONLY WHERE THE APPROVAL DEPARTMENT HA5 MADE A DETERMINATION THAT NO AGAINST FURTHER 5UBDiVI510N,UNLE 55 WATER 5ERVIGE FROM A COMMUNITY 5UPPLY 15 PROVIDED, WATER QUALITY OF ALL PRIVATE WATER 5Y5TEM5 FOR NEW GON5TRUGTION MUST BE TESTED,AT THE INDICATED ON COPIE5 OF THE FINAL 5URVEY,WHICH MAY BE SUBMITTED TO 0 � 0) u Q u) MEETING 5TANDARD5 OF THE INATIONAL 5ANITATION FOUNDATION(N5F) AND THE AMERICAN PUBLIC WATER 5UBE G 15 AVAILABLE(SEE §406.411 ACCESS TO IPUBLIG WATER). OR APPLICANTS EXPENSE,A5 A CONDITION FOR REGEIVIN6 FINAL APPROVAL FROM THE DEPARTMENT. THE MUNICIPAL BUILDING DEPARTMENT A5 PART OF THEIR REQUIREMENT5 TO � w a � U, SOCIETY FOR TESTING AND MATERIALS(ASTMU. THE 5AMPLIN6 AND ANALY515 MUST BE PERFORMED BY A NEW YORK STATE APPROVED LABORATORY OBTAIN A CERTIFICATE OF OCCUPANCY. APPLICANTS ARE REQUIRED TO FOLLOW THE PROGEDl1RE5 SPECIFIED IN THE APPROPRIATE (4) DEEPEN TH05E TEST HELL(5)THAT EXCEED THE PEPARTMMIT'S WATER QUALITY STANDARDS (LISTING AVAILABLE FROM THE DEPARTMENT). H W WELL%REEN5 MUST BE CON5TRUGTED OF NON-COZRO`'1VE MATERIAL5;5TAINLE-55 5TEEL 15 ACCORDING TO OPTIONS A,B,OR G L15TED BELOW. 5406.416 VARIANCES � � Y ATTACHED TO THE CASING'.THE U5E OF LEAD PAGKER5 15 DEPARTMENT 13ULL E TIN FOR 51NC-LE-FAMILY RESIDENTIAL CONSTRUCTION,OR OTHER THAN THE LABORATORY MUST CERTIFY THAT THE SAMPLES WERE REPRESENTATIVE OF RAW WATER QUALITY, PREFERRED.SCREENS MUST BE 5EGURFL SINGLE-FAMILY RCiIDk-NTIAL GON5TRUGTION.THE APPLICANTS PLAN MUST INDICATE THE LOCATION OF THE SUFFOLK COUNTY GOMMI5510NE32 OF HEALTH SERVICES MAY,ON WRITTEN � � Z � PRO ERR o. 5GREEN5 MUST BE A MINIMUM OF 3 FEET iN LENGTH. TWO INCH ID. WELLS GREATER ALL Ua5P00LR, F),[)1C TANKS,WA5H5TRU TI MACHINE PLICANLS,SEWER 5T INDICATE DRA1N5,CATCH OPTION A.DEEPEN THE TE5T WELL(5) FROM THE UPPER 6LAG!.4L.INTO THE MA60THY AQUIFER,AND NOT FILTERED OR TREATED BY ANY DEVICE. THE 5AMPLE COLLECTION POINT,5AMPLER'S NAME, APPLICATION GRANT A VARIANCE FROM A 5PECIFIG PROV15ION OF THE5E h• L.-- THAN 150,FEET IN TOTAL DEPTH MUST UTILIZE 5GREEN5 THAT ARE A MINIMUM 5 FEET IN LENGTH. BASINS,DRAINAGE DITGHES,5UMP5,AND RECHARGE BA51N5 ON 51TE AND WITHIN 150 FEET OF THE REPEAT THE COMPLETE WATER ANALY515. PUMPING A RATE,AND LENGTH OF TIME THE WATER WA5 FLOWING MUST BE NOTED F THE LABORATORY Z FORM,AN UNUSED WELL AT AN UNOGGIJFPi1-D N1=�1^I GONSTRUGTION MUST BE PUMPED FOR A MiNIMUM OF 15 RE6ULATION5 IN A PARTICULAR CASE,SUBJECT TO APPROPRIATE �j = Q � APPLICANTS PROPiRiY LINES. MINUTES BUT NO LONGER THAN A MAXIMUM OF ONE HOUR IMMEDIATELY PRIOR TO 5AMPLIN6.ALL CONDITIONS,WHERE 5UGH VARIANCE 15 IN HARMONY WITH THE GF�IZAL. • 0* Q 7 Q DROP PIpE5 MU57 BE CON5TTRUGTED OF 5TA1NLE55 OR GALVANIZED STEEL OR HIGH-DENS{TY PLA5TIG OPTION B.DEEPEN THE TE5T WELL(5) THROUGH AN AQUIGLUDE OR CONFINING CLAY LAYER WHICH PURP05E AND INTENT OF THE RE6ULATION5,AND WHET!5UGH APPLICATION 'J (RATED AT 100 P51 AND APPROVED 13Y THE N5F FOR POTABLE WATER%MIE5).PLA5TIG DROP THE DEPARTMENT HILL REVIEW THE APPLICANT'S PROP05ED WELL LOCATION A5 INDICATED ON THE WOULD IMPEDE THE VERTICAL FLAW OF CONTAMINANT5,AND REPEAT THE COMPLETE WATER HEALOTHER SAMPLES MU5T BE COLLECTED IN ACCORDANCE PO A13 WITH NEW YORK STATE DEPARTMENT OF FOR A VARIANCE HA5 BEEN CON5IDERED BY A REVIEW BOARD APPOINTED PIPES USED FOR SUBMERSIBLE:PUMPS MUST BE FIT ED WITH TORQUE ARRE5TOR5.MINIMUM INSIDE5IRVE5UBMITTk-D.MODIFICATION OF THE WELL LOCATION MAY BE REQUIRED BY THE DEPT ANALY515.WELL L065 OR OTHER INFORMATION 5ATI5FAGTOIZ(TO THE DEPARTMENT MUST BE TM SAMPLE GOLLEGTION PRO7000L5 FOR POTABLE WATER OR THE APPLICABLE USEPA BY THE COMMI5510N1R.THE GOMM155IONER MAY PIAMETER5 FOR DROP PIPE5 ARE: PRiOR TO ISSUING AN APPROVAL TO C,ON5TRUGT.A TE5T WELL MAY BE REQUIRED FOR ANY 5UBMiTTFD WHICH VERIFY THE PRESENCE OF AN AQUIGLUDE, MET!IODOL06IE5' NEGIMP5E MORE STRINGENT REQUIREMENTS IN A SPEGIFIG CASE,WHET! INDIVIDUAL LOT WI-ERE THE QUANTITY OR QUALITY OF THE WATER MAY BE C;�JESTIONABLE(SEE ANY NEGE55ARY WELL DEVELOPMENT MUST BE PERFORMED PRIOR TO THE DAY OF SAMPLING NECESSARY,TO INSURE A 5AT15FACTORY WATER 5l1PPLY. PA(5E : I, 125 INCHES-SUCTION L{ETES FOR SUCTION-LIFT AND JET PUMP 5Y5TEM5, §4015.4-120). OPTION G. DEEPEN THE TE=ST HELL(5) A MINIMUM OF 40 FEEL i0 A DIFFER 5EC ENT WITHIN THE 5AME AQUIFER WHERE CONTAMINANT5 MAY NOT BE PRE5E-NT,AND REPEAT THE COMPLETE EXTENDED PUMPING TO REDUCE IRON GONGENTRATIONS OR OTHER GONTAMINARTS 15 NOT APPROVAL�Y THE COMM1551ONEZ OF}IEA TH - 2. I,0 INCH - PRE55URE LiNE5 FOR JET PUMP 5Y5TEM5;AND WATER ANALY515 PERMI551BLE ON THE DAY OF 5AMPLIN6. iN AGGORDANGE WITH 5UFFOLK COUNTY 5ANITARY CODE ARTICLE 4, DEPARTMENTAL APPROVAL TO CONSTRUCT WILL BE INDICATED ON COPIES OF THE PRELIMINARY 5EGTION5 406 AND 4C I,THE FORE601N6 ARE RE6ULATION5 FOR PRIVATE 3. IA INCH -DROP PIPES FOR SUBMERSIBLE PUMPS. SURVEY,WHICH MAY THEN BE 5UBMITTED A5 PART OF THE APPLICATION FOR A BUILDING PERMIT TO MALY515 OF THE GHARAGTERI5TIG5 L15TED IN TABLE 5 15 REQUIRED,AND THE LABORATORY MU5T HATER5YSTEM5 APPROVED BY THE SUFFOLK COUNTY COMM155IONER OF THE LOCAL MUNIGIFAL BUILDING,DEPARTMENT. CLEARLY NOTE TH05E PARAMETER5 FOUND TO EXCEED NEW YORK 5TATE DRINKING WATER MGLS OR HEATH 5ERVIGE5.THESE REVISED REGULATION5 ARE EFFECTIVE JULY 1, Igg2, 3 6UIDELINE5.THE DEPARTMENT MAY REQUIRE THE ANALY515 OF ADDITIONAL PARAMETERS AT IT5 REVI5FD 3/31/03 015GRETION. FOR EXAMPLE,ANALY515 FOR CERTAIN PESTICIDES,5UGH A5 ALDICARB OR DAGTHAL, MAY BE 5PEGIFIED O r: , GENERAL N 2TES \"""` 5T HOLE DATA /STORM DRAINACE CA4LCULAtTIONS: I. DRAWIN65 ARE NOT TO BE SCALED,DIMEN51ONS TO GOVERN. SITE PIAN OF: BY: McDONALD CE05GIENCE PROJECT COORDINATOR SHALL BE NOTIFIED OF ANY AREA OF ROOF = 2037 50. FT. DATED: 10-21-13 ECEND: PROPOSED ADDITION TO DISCREPANCIES. 2037 5Q. FT. x (2"/12"/FT) x 1.00 = 346.2cl CU. FT. 2. SPECIAL CARE SHALL13E TAKEN TO ASSURE MINIMUM DISRUPTION USE 3 - 8N LEAGHIN6 POOLS AT 3' EFFECTIVE DEPTH BE RESIDENCE IMu1fnN Pel OF ALL OCCUPIED PREMISES,EXI5TIN6•IMPROVEMENT5 AND El. 15A O 380.16 CU. FT. PROVIDED. UTILITIES. DARK BROWN LOAM OL SANITARY 5EI^E ------ ---------- EXISTING 6P.ADE x 6.o SITUATED AT ,z ---- 3, 6ENERAL CONTRACTOR SHALL PROTECT THE SAFETY OF THE El. 14.0 I' AREA OF DRIVEWAY = -150 50. FT. TEST HOLE ORIENT 5 6ENERAL PUBLIC BY EREGTIN6 ALL REWIRED BARRIGADES TO II „ WATER SERVICE - w ITE •r -1'50 50. FT. x (2 /12 /FT) x IAO = 125.25 CU. FT. Fln•FLEI. TOWN OF SOUTHOLD PERMIT SAFE PA55146E DURING GONSTRUGTION. BROWN SANDY CLAY WITH VOLUME REQUIRED: 125 25 C:U.FT. FINISHED FLOOR ELEV. : '.LOCATION STORM DRAIN �, SUFFOLK COUNTY NEW YORK M' n Lnh 4. NO MATERIAL 5UB5TITUTION SHALL BE MADE WITHOUT FIRST r GRAVEL IN LAYERS GL USE: • a 1 I G WEER SUBMIT SUBSTITUTE MATERIAL SPECS II SANITARY SEPTIC TANK ( A INFORM N THE ENG _ _ _ _ - S.C. 000 _ 1 NF T.Mi 1 17 01 13 I 4 WIDE F BER6LA55 REINFORCED TRENCH RAIN KIT,T AND SAMPLES FOR APRVL, IN WRITING TO THE ENGINEER PRIOR TO FLOW ARROW �• d G'� R 20 FT. KIT MEARIN 100 MODEL No.GP5303-20 0 �o COMMENCEMENT OF WORK. I I ;Reckypoinf •' ^': . EJ_.3.q I I.I (FOR MORE I NFO SEE BOXED NOTE, ON6 No.2) 1 5. ALL MATERIALS ARE TO 13E NEW A5 5PEGIFIED PER I 5TORMHATER SANITARY LEAGHIN6 POOLS ( BASED ON ORIGINAL SURVEY BY: ... � - &P LEAGHIN6 POOL AT 3 EFFECTIVE DEPTH / F,>a CON5TRU6TION DOCUMENTS. ANY USED FIXTURES OR USED LEAGHIN6 POOL w/OPEN GRATE o JOHN C. EHLERS TER IN BROWN SANDY CLAY VOLUME PROVIDED: 125:72 C.U.FT. KA TER.RE T ACCEPTABLE EXCEPT AS NOTED. s MATERIALSA NG L� LAND SURVEYOR I INTERCONNECT A5 SHOWN SANITARY EXPANSION POOLS - b. GENERAL GONTRACrTOR SHALL COORDINATE HI5 WORK WITH THE WITH GRAVEL IN LAYERS GL STORMWATE32 ,_, 6 MAIN STREET , WORK OF ALL OTHER CONTRAGTOR5,AND BUILDIN6 MANAGEMENT. LEAGHIN6 POOL w/SOLID DOVER RIVERHEAD, NY 11901 1. ALL MATERIALS WILL BE INSPECTED AND ALL DEFEGT5 AND :..;'':'•.:• ?' EL.-5A' 20' STORMWATEER TEL. 631-369-8288 �� E"'="'"°" " 6U ITIES N I�fATERIAL5 AND COLOR MATGHE5 OR OTHER _0": «. IRRE LAR 1 O M.rMn Lek [PN Neck Poln7 ..': SPECIAL 51TUATION5 WHICH REQUIRE ADDITIONAL CONSIDERATION TRENCH DRAIN TD FAX. 631-369-8287 r. -- DATED: 10-15-09 SHALL BE BROUGHTTO THE ATTENTION OF THE PROJEGT COORDINATOR FOR,APPROVAL PRIOR TO INSTALLATION. WATER IN BROWN FINE EXISTING CONTOUR �- _b-_ LAST REVISED: 5-2-14 TO COARSE SAND SW <, 8. ALL MANUFACTURE INSTRUCTIONS SHALL BE FOLLOWED EX15TINO OVERHEAD WIRES SITE DATA: COMPLETELY. q. REMOVE ALL DEBRIS AT END OF EACH hORK DAY IN ORDER TO EL. -130 28' ZONING DISTRICT: R-40 X -r AREA: 15 714 SQ. = 0.3608 AC. `' °'�"�""` �.9BeaM Pd^'1 (� A55L RE A GLEAN AND HELL KEPT ENVIRONMENT. WATER ENCOUNTERED 10. PLUMBING AND ELECTRICAL CONTRACTORS ARE RE5PON5161 E FORE BELOW SURFACE EXISTING COVERAGE = 1,656 SQ.FT. = 10.5% " ... 516N-OFF FROM BUILDING DEPARTMENT UPON COMPLETION OF JOB, ILI'.P ELEVATION AC well EROSION CONTROL LECENI7: TOTAL PROPOSED COVERAGE = 2,592 = 16.5% LOCA TI Old MAP:1I.ALL WORK SHALL BE: 60ARANTEED FOR A PERIOD OF OF ONE YEAR UNLE-55 OTHERWISE NOTED. ALL GONTRAGTOR5 SHALL SUBMIT TH15 �' SILT FENCE ' NOT TO SCALE 6UARANTEE IN WRITING WITH REGUE5T FOR FINAL PAYMENT. 12, ALL MATERIALS USED SHALL BE OF FIRE RETARDENT QUALITY. AREA TO BE PROTECTED: FOR ER05ION A ' 13.6A5,ELECTRIC,SEWER POWER, WATER AND OTHER SERVICE GONTROL DETAILS I N5TAtLLA4TI ON REQUIREMENTS POR: CONNECTIONS SHALIL BE DISCONNEGTEO,REMOVED OR SEALED IN SEE DNS N0.2 MEMO LILAC- TO CONFORMITY WITH 1`HE APPLIGA13L-E REC-ULATIONS OF THE PUBLIC UTILITY OR THE MUNICIPAL A6ENCY HAVING JURI50IGTION DURING TYPIOA"lL 5Y51EM: PROPOSED PRIVATE HELL DEMO PHASE. SEE A55XIATED GALL-OUT trA0i FROM SUFi`aX MW WATM ALnTMTY,WEVX 3) 14, FOLLOW APPLICABLE STANDARDS IN DOCUMENTS AND FOR PROTECTION METHOD I - 1200 GALLON SEPTIC TANK Hal 6 - PUBLICATIONS OF THE FOLLOWING A550GIATIONS AND AGENCIES: 8' DIA x 2' DEEP LEAGHIN6 POOL N5TAL1ArI0NOF5ERY S- I �So, 2'-O" MIN. ABOVEGROUND WATER N5TALL PIPW ON THE PROITM,4 V2 FET MF FROM THE BULDN6 TO THE PROF ML A MNIMIM Is NATIONAL FIRE PROTECTION A550GIATION(NFPA),UNDERWRITERS (4 BEDROOM) MULE LK is AVE A ARM. S ABOVE 1}E pub Lt�vB AT 11E hQ1 t ocAnoN WtH TIE Ob Com. LABORATORIES, INC,. NU,NATIONAL El FGTRIGAL MANUFAGTURES1. ASSOCIATION (NEMf�,AMERICAN NATIONAL STANDARDS INSTITUTE � 150' OFFSET FROM GE55POOL `'� ,_ PROPOSED 2 SERVIGE LME WA%laeM FORM MST EIE COMPMW AND MMM AT 11ME OF MSPECTM WELL AT ilf pIM AARETA FROM 1W0 U NEAMT COMM OF N BULDM6 TO X END OF Ya1R PIPE (ANSI). 150'OFFSET FROM WELL �'� ---"�� 3. THE EV OF THE PIPE AT iIE W91 MD BE 10 FEET AWAY FROM ANY oB5TW1CTiON SUCH M TFM, U11LriY POLES,DRAINA6E 5TIa1LTUR15,AND SNOOD BE AT A LMATiON APPROXIMATELY 0PP051TE THE 2 PONT OF HURY INTO TIE BOLDING. 4. A VALUE MUST BE N5TAUM W�THE PIPE FIRST WrBZ TIE WLDM6. DWELLING 5. ALL OW Ilt�RM UTUT�S MST MAINrAN A 10 FOOT a.FAR XE FROM W41ER SERVICE PROPO5ED D15TUR8ANGE ,4REA�: _ S�GIFIGAT10N5 � 13,645 50.FT. 1. TYPE'K'SOFT CAPPER T111%,MHU 51ZE I' WADE DIAME1Ht _ 2 a6TOM RS VALVE: INN - = SANITARY SYSTEM: / 17- � -i1 3. PAIA5VE X PIPEr5 6GFIG ICAT IOa6 116TALLED HM TIf PIPE FIRST @IT)��iNE BUILDM6. Q Z � N PROP05M ALTERNATE 5EWA6,E DISPOSAL SYSTEM FOR / A PEE KWACTUR0 NO DM6a FOR LM N POTABLE WATER SYSTEMS CAN BE NSTAl1ID FROM 1- EXI5T I NG `� HIGH 6ROUNDHATER CONDITIONS ` 5.T.1 g. / / 1 R BOLDING TO WITHM 20'FROM TIE PRa'EW LNE TIE LAST 20'TO THE PROPI3M UE MUST BE / \ DWELLING (4 BEDROOM SYSTEM) ` ` \ i a PIPE mD BE LLh561Fo To WrTHSTAND WORKM5 PREF OF 200 PSL(PITH 916W PRI-xJRIE " LLL V LLL , X SOFT COPPE{t TUBNS. L.P�E.P. DWELLING \ I-1200 GAL SEPTIC TANK / \ P�'7' 1 RATMATLfJ4'iTTWIa:TIEWM16PREFAO Iii N z Y / 6- 8 DIA.x2 DEEP LP.S -•. ,-.�L-• �l L.P/ C.PIPIH`r W9PN N6 J01NT5 M hMCN A ORMICAL 5q VENT 15 U 2EO 15 NOT KZ PTABLE(GRAY • 50% EXPANSION 5HOWN /L P L.P. WPM ARE REQUIRED,) � u- � � LL I RELOCATED BOULDER(5) MAINTIAN 5%6RADE WITHIN 20'OF ` / D.TWENTY D09 FEET OF COPPR 15 REOW FROM WOE THE BUILDING TO THE START OF iTE MASTiG L h0 COORDINATE EXALT LOCATION SANITARY STRUCTURES / /E P L P� 1 [� p[ WITH ARCHITE-GT IN FIELD --- E.P. �-EXI5TI NG ```� `/ ` / I. CALL TIE a 5EINICE DEPARTi'M TO FMST M MSPEGTiON 98 MR WORK 15 •(ONE EXISTING DECK TO \ GE55POOL I - BU5@E55 DAY ADVANCED NOTICE 15IT36 IREDU d BE REMOVED / i N 2 501WE KST BE P;V"ON TIE DAY OF H91WTIOK d 3. E REM5PEGTION 15 IEGE�%W,A$ZDO FEE K ST BE PAID FRIOR TO TIE R,EM TLTIOK �I m ✓/ l 4. Pi1E TMO OPER D0 NOT 51601-1.THE rR1 a wrL CUR WfWTOR HA5 APPRI VED THE Q Il LW 5, IF TIE UNE NSPEC"PA65M TIE HID OF THE PIPE WUL BE PAINTED BLIE.F SERVILE O PROP. 50REENM ED _ T�l P I G/�L. PLOT Ll'�YOUT w EcT10N FAILS,TIE ESD OF nE r�ERMCE HU BE PAIWW RM. � X / I I 7, NO OTHIR lUTE5 0 645,Ei.EGTRKti G EU TV,EX)SHALL BE ULM M THE WATER 58NIGE TRE3JGfI. IU � � N moo, 1 PR,oPOSED PRIVATE ROAD IN PORCH �'C No ScALe _ STORM C)RAINABE LINE, (JOINT OWNEi25HIP) I I � Z Z SEE TYP OTL FOR PiPE DIA ASPHALT :Irl i 1 = ►11 l�f TGE:F IILirALLN6 SEPARATE HOT WATER HEATERS,SEP/�62ATE EXPAFSION TNB.5 SHOD D BE RETALIID. � CL ' EROSION CONTROL MEASURE: -L ' � � EROSION A�SEDIMENT CONTROLS Shall include INSTALL INLET PROTECTION 00,40401-E -x ( ' �� but not be limited to: �, HI6HE5T RECORDED GROUNDWATER=6.q2' A well maintained Construction E EN6INEER: PER DE'T'AIL,(TYP OF 3) SES ON 4-Iq-2010. U565 WELL 4108580-12171501 16871 ntranc X s� av Backe ' DW6 Not " /' \ ` \�_\\ I , \ � Wire d Silt F ' OP.\� `� I I Screen Vented Well Cap Seeding of exposed acnd/ori Inactive sso ls Id E.. II / \DECK ss MINI ` i L0• ` 7A' d with Sanitary Seal SEE DRAWING No.2 FOR s �\ yg ®' T ��` ` Ground Surface Shall Be SUFFOLK COUNTY DEPARTMENT OF /.� Electrical Line �✓ Ib' ��xn\ �� �-,�®P. c 5 -{0 Sloped Away From Well 15� IIEATII SERVICES-PRIVATE WATER b4A! 4G! INSPECTIONS ARE REQUIRED \ \• Conta i T S Engineering �� ��• , � -- -i Minimum In All Directions Water Line LAND N/F: \ ,1 �\ F.F.= b.ci0 -�1;i -��: 1 /� --.- SYSTEM STANDARDS 6ackfi! O Provide g veering at 765-1560 before, OPOSED �, SHEILA K. MINOE �.,� ;�.� I STORY x LP. �f►.•j/ Engineer s Certification � � �jj N = conu»te s�2'Mh Submersible N In Al Vkwtw• that t _d inage has been installed to Code. REE6INALD MINOR SR. r..._.-.• � GARAGE � H � E. _ DWELLING ADDIT N \ I �` .�®� VACANT um yo NATURAL 6RADE 0 pump K=-LL 4 SEPTIC 150'f \\\ \\.\ \ .�\�� 1 'T�L.P r_ I / \. Y I EL. t16 5 E.P JEFFREY T. ENJTLE32,P.E. b '' wi 64.4' / I > -� T.O. WATER TABLE 0 EL.6AV PROP. 2nd a �� , (HI6HEST RECORDED 6ROUND WATER)PROP (� PORGFI�� STY DORMER ti °oP o Excavation And Excavation And PROPOSED : Compacted EaST-> Compacted Earthf7l DRIVEWIAY': PROPOSED ....., EXISTIN6 SANITARY - 4" PVC Casing -Frost Line z + \\ \\\\\\ �f TEST / TRENCH PROP.2nd STY 'sn SYSTEM TO BE REMOVED Electrical Line I 9 00, \\ \ \\ \\ XHO1F ,. ADDITION PER 5GDH5 STANDARDS 4" PVC Casingiv t V 1= , •� \- \�-�\\ \ \�\\ ;� ,..ti... (4 BEDRM HOUSE) EX15TIN6 - N O U_ Q " f�9P05E17 SO '/ CARDEEN ld \\\\\`WELL \ / I -L Pitles dapter 0 Q -3:E 10.0'x N 00.40'10' ... .. . ,,:_.�,, �'�.- \ is urge--•- - TA. WEII 5GRE�N a � w ........W.. EL. -21.5' _ 4 VIP WATER LINE l SO'�4b� ! 8,0'x I.E.0 EL. t12A' I'0 WATER SERVICE LINElaO✓- ER0510N CONTROL MEASURE: a5 halt I �, , USE: 1'0 160 P51 POLY PIPING _ Packer ►-+ 1 D- Q Q 5TABILIZE GON5TRUGTION ENTRANCE, blockcur I EROSION CONTROL MEASURE: b- Expansive Hydraulic _ Q W Q < TYPICAL OF 2, SE DETAIL ON DW6 No.2 m INSTALL SILT FENCE IN LOCATIONS SHOWN - Cement Grout Or _ Screen N AND PER DETAIL,SEE DWS Not _.-..--....- Bentonite Based Grout i» _ _ Z Z i EXIST.WELL TO 13E REMOVED PER%DH5 STANDARDS - per. _..____.._..._.__._...... ......._...-__- _ L w Mu"veal"tw a�II ExisrlNe PR0205 b NORM DRAINAe SYSTEWfS�: s�HIOtB s B.O.WELL® EL.-305' = pL w L�-L 0 CESSPOOL ibEDIGATE:D TO ROOF RUNOFF) - 1 ` USE Water Line Q 0 O O LAND N/F: 3 - 8'0XVLD.STORM HTR LEAGHIN6 POOLS From Pump USE: STEPHENSON ROAD LLC I a LL INTERCONNECT A5 SHOWN 4"PVC TEST WELL,44 FT DEEP, 1 ILP, Q LL www.dignetnycli.com ` l-SOLID COVER AND 2 OPEN GRATE TYPICAL WELLHEAD TYPICAL -• �' 20 GPM FRANKLIN ELECTRIC SUBMERSIBLE PUMP 10 YOLK CITY www.call8ll.com 5 I TE PLAN s (DEDICATED TO DRIVEWAY RUNOFF) ' 0000 &SONG limp (for other states) USES APPROX.20 1 _ IN Not To Scale STATIC LEVEL(n� 14' WATER WELL Own= , „- __ �,_. . L KFT. MEAR 100 RESIDENTIAL DRIVEWAY DRAIN, ` 4' WI O REHo REQUIRED FITTINGS Notes: Not To Scale I- _ 800-272-4480 811 20 Io 0 20 40 bo i 1. Water well and pump installation shall comply with all applicable local and state regulations. _ _ < 6RAPHIG 5GALE I" = 20'-0" I - 600.0'LD.STORM WTR LEAGHIN6 POOLS , 2. Excavations and all other work shall conform to OSHA regulations. ---- INTERCONNECT A5 SHOWN I 1 3.Electrical wiring must comply with local codes and manufacturers requirements. By law,excavators and contractors working in the For safety reasons,homeowners are strongly I -OPEN DOVER _ _ ._ 4. Pltless Adapter and waterline may be Installed above the frost line, only when the well Is used seasonally. five boroughs of New York City and Nassau and encouraged to call as well when planning any __- -' 5. When an oversized drill hole Is constructed for the installation of the casing the diameter of the drill hole shall be a minimum of Suffolk Counties on Long Island must contact type of digging on their property. Homeowners WELL __......-•- ~-" DigNet, 1-800-272-4480 or 811,at least 48 hours can contact us directly at 1-800-272-4480 or by t �. ..,.,,__ -- --` 3 Inches greater than the outer diameter of the casing or coupling,whichever Is greater. ; L but no more than 10 working days(excluding calling 811,the national call before you dig DWELLING t 6. Casing diameter shall be sized so that the uphole velocity Is less than 5 ft/5ec. IA(-,.7 weekends and legal holidays)prior to beginning number. For excavation work completed on 7.Minimum casing strength shall be determined as described In IL Practice Standard 642,Water Well. any mechanized digging or excavation work to personal property,it is the contractor's 8. The screen shall be sized to permit water entrance at no greater than 0.I ft/sec. -' ensure underground lines are marked, responsibility--NOTthehomeowner's--to contact q. Pump Intake shall not be placed inside well screen. 9 Y p 10. An airline shall be Installed where the water level lies more than 250 feet below the ground surface. This airline can be Excavators and contractors can also submit Di Net. Having utility lines marked prior to APPROVAL OF STO•'�MW ,TEL'MANAGEMENT composed of copper,polyethylene or galvanized tubing and shall have a Presto valve Installed to allow the Connection of an CONTROL PLANK,To'n odCKa�t 236 locate requests online,through ITIC. you o not egging is free o charge. currently use ITIC,please call 1-800-524-7603 air compressor. Airline must be airtight and its exact length must be documented. Date:_ for more information. 11. The well cap shall be removable to allow for measurement of depth to water surface or pressure. 12.After construction Is complete,the well shall be disinfected per local or state requirements Approved by; ,� y - f 5 THESE DRAWIN65 AND ACCOMPANYING SPEGIFIGATION5,A5 INS OF S�ZVICE,ARE THE EXCL I.61VEE QTY OF THE ARCHITECT AND THEIR USE AND PUBLICATION 5HALL BE RESTRICTED TO THE OR16INAL SITE FOR WHICH THEY WERE5 PREPARED.RE11 E,REPRODUCTION OR PUBLICATION BY ANY METHOD,IN WHOLE OR IN PART,15 PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM THE ARCHITECT.TITLE TO T'HE PLANS SHALL REMAIN WITH THE ARCHITEGT.VISUAL CONTACT WITH THEM SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. CAST IRON FRAME AND COVER TO GRADS so'M1N. EXISTING 2"X4"WOOD FRAME WOVEN WIRE FENCE SYMBOL CAMPBELL 102 G OR APPROVED EQUAL (MIN. 14 1/2� 6AU6E FINAL GRADE 7 , �PAVEMEN IO' W/ MAX. 6 MESH MAX G.TO G. ) z 10" r STAKE SPA MIN. 6" TW GONG •r EXISTING FILTER m MOUNTABLE /- "'L.. --� / 36" MIN. LENGTH FENCE �11% S'PIPE DIA MIN - �� COVER �O�p CLOTH PROFILE BERM FABRIC POSTS DRIVEN MIN. 16" MIN.(AS REWIRED) � ® © ® 50'MIN. (OPTIONAL.) 77 -C \\\ w ; INTO GROUND. 3, MI * �� N. I o ® � 3' MIN. 0 75 �- PIPE. ��i ® I� �I � ® � F l/ 3 HIGH DENSITY POLYETHYLENE tHbF'eJ 1 17C77 � �J 0 ® WRAP STRUCTURES WITH HIEI6HT OF FILM SSIZEI LET TO sn CONN■ IO•m MIN EXISTING 0 -_� 11=� o `� `�' , ■ Ib MIN I t ® C� �� �]m ® I FILTER=OTEX 351, Y PROPE)C) r 517 TO 5D CONN■ 5 4 MIN f� @� K-77 P - J GROUND =1I ll_II II�_T(I I LII 1 .� .�� .l� .�' vi ROOF LOR CONN■4'0 MIN 1111=i i 1=1111 o V �L �Lk�� � � •L Q� 1L 1L 12'MIN. 8'-0" DIA. NDN-RATEABLE -1 EXISTING �, .� .v N PAVEMENT DROP INLET BURIED FABRIC iv SOIL PLAN VIEW WITH GATE GTIVE VIEW 6ND WTR FRAME .� tt 36" MIN. FENCE POST --� QOLL4R MATERIAL 6" MIN, l-- WOVEN WIRE FENCE (MIR 14 1/2 SEPARATION DISTANCE REQUIREMENTS FOR (PENETRATION) 6A 16E W/ �-e- MAX. 6" MESH N 5TORMWATER LEACHING 51GTURE5 AND RATEABLE SOIL PACIN ) IH FILTER CLOTPIPING tE51DENTIAJ;GONSTRUGTION SPEGIFIGATIONS b 3! :2F_1 - - - FLOW 7- HORIZONTAL SEPARATION DISTANCES FOR 57ORM YIN6 SAND AND GRAVEL STRATA _ 1.5TONE'iIZE -USE 2'STONE,OR RECLAIMED OR RECYCLED CONCRETE EQUIVALENT. /^`� �_ UNDISTURBED GROUND DRAINAGE LEAGHfIN6 POOLS: 35 R6 GATHER EXCESS 11111 PROPERTY LINE = V MINIMUM d COMPACTED SOIL BUILDIN65 WITH CELLAR= 10'MINIMUM 2.LENGTH-NOT LESS THAN 50 FEET(EXCEPT ON A SINGLE RE��IDI=NCE IAT WHERE �, _ AT GORNLRS a BUILDIN65 ON SLAB = 5'MINIMUM I R DEPTH i5}�T REQUIRED WHEN RATEABLE MATERIAL I=X1575 FOR FULL DEPTH. A 30 FOOT MINIMUM LENGTH W�U1..D APPLY). ��' ��. EMBED FILTER CLOTH � WATER SERVICE LINEMTERW_5/MAINS= 10'MINIMUM 3.THICKNESS-NOT LESS THAN SIX(6) INCHES. A MIN. OF 6" IN GROUND. z UNDERGROUND UTILITIES= 5'MINIMUM 2.COLLAR MATERIAL SHALL BE GLEAN 6RAVEL ONLY. U4' SANITARY SEPTIC TANK =20'MINIMUM 3.ALL DRAINAGE 5TRUCTURE5 MUST BE WRAPPED WITH FILTER FABRIC. 4.WIDTH-TWELVE AZ FOOT MINIMUM,BUT NOT LESS THAN THE FULL WIDTH AT GON5TRUGT I ON 5FEG I F I GAT I ON5 SECTION VIEW SANITARY LEACHING POOL = 20'MINIMUM 4.USE 15" DIA CORRI6U6ATED HIGH DENSITY POLYETHYLENE MDpE)HEAVY DUTY PIPE FOR POINTS Y#ERE I1146RE55 OR EGRESS OCCURS.TWENTY-FOUR(24)FOOT IF SINGLE PUMP STATION=20'MINIMUM INTERCONNECTION OF ON-SITE STORM WATER L_EAGHIN6 POOLS ENTR,ANGE TO SITE. I.FILTER FABRIC,SHALL HAVE AN E05 OF 4045.BURLAP MAY BE USED FOR SHORT GONSTRUGT I ON SEEG I F I GAT I ON5 MANHOLE = 20'MINIMUM A.HDPE PIPE SPECIFICATION(AASHTO M-2014) TERM APPLICATIONS. PRIVATE HELLS = 50'MINIMUM B. INSTALLATION OF HDPE 5PECIFIGATION(A5TM D-2321) S.FILTER CLOTH-WILL BE PLACED OVER THE ENTIRE AREA PRIOR TO PLACING 2.GUT FABRIC,FROM A CONTINUOUS ROLL TO ELIMINATE JOINTS. IF JOINTS ARE NEEDED I.WOVEN WIRE FENCE TO BE FASTENED SECURELY TO FENCE P05TS WITH WIRE TIES RETAINING WALLS = 10'MINIMUM OF STONE. " FUEL STORAGE TANKS OELOW 6ROIIND) = 20'MINIMJM G. GASKET JOINT TESTING MF-41IGATION(A51M D-3212) THEY WILL BE OVERLAPPED TO THE NEXT STAKE. OR STAPLES. P05T5 SHALL 13E STEEL EITHER T" OR 'U TYPE OR HARDWOOD. D.GASKET SPEGIFIGATION(ASTM F-477) 6.SURFACE WATER-ALL SURFACE WATER FLOWING OR DIVERTED TOWARD GON- 3.STAKE MATERIALS WILL BE STANDARD 2" x 4'WOOD OR EQUIVALENT. METAL WITH A 2,FILTER CLOTH TO BE TO BE FASTENED SECURELY TO WOVEN WIRE HORIZONTAL SEPARATION DISTANCE-5 FOR STORM CON5TRLIGTION ENTRANGE5 SHALL BE PIPED AGRO5 THE ENTRANGE. IF PIPING 15 MINIMUM LENGTH OF 3 FIST. " DRAINAGE NON-LEAC.HIN6 5TRLhr, S: IMPRACTICAL,A MOUNTABLE BERM WITH 5:1 5LOPE5 WILL BE PERMITTED. 4,SPACE 5TAKE5 EVENLY AROUND INLET 3 FEET APART AND DRIVE A MINIMUM 18 FENCE WITH LIES SPACED EVERY 24 TOP AND MID SECTION. , FENCE SHALL BE WOVEN WIRE, 12 I/2 6AJJ6E,6" MAXIMUM MESH MESH OPENING. WATER SERVICE LINESMTERAI.S/MAINS = 5 MINIMUM TYPICAL STOI;c.M WATER 1.MAINTBIANCE -THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL INCHES DEEP.SPANS GREATER THAN 3 FEET MAY BE BRID6ED WITH THE USE OF UNDERGROUND UTILITIES= 5 MINIMUM LEAGHINC POOL W) DETAIL PREVEM'TRACKING OR FLOWING OF 5EDIMENT ONTO PUBLIC R16141175-01F-WAY,ALL WIRE ME514BEHIND THE FILTER FA13RIG FOR SUPPORT. 3.WHEN TWO SEG7ION5 OF FILTER CLOTH ADJOIN EACH OTHER THEY SHALL BE OVER- VBMCAL SEPAMTION 1715TANGE5 FOR STORM SEDIMENT SPILLED,DROPPED, WA5HED OR TRAGTED ONTO PUBLIC.RI6HT5-,OF-WAY 5.FABRIC SHALL BE EMBEDDED I FOOT MINIMUM BELOW 6ROUND AND BAGKFILLED. IT LAPPED BY 5Ix INCHES AND FOLDED. FILTER GLoTM SHALL.BE EITHER FILTER X, DRAINAGE LINES, (FOR HIGH 6ROUND WATER MUST BE REMOVED IMMEDIATELY. SHALL BE 5EGURELY FASTENED TO THE 5TAKE5 AND FRAME, MIRAFI IOOX,STABILIWA T14OR OR APPROVED EQUIVALENT. WATER SERVICE LINES= 16'MINIMUM NOT TO 50AI-E 8.WHEN WASHING 15 REQUIRED,IT SHALL BE DONE ON A AREA STABILIZED WITH 6.A 2"x 4"WOOD FRAME SHALL BE COMPLETED AROUND THE GRE5T OF THE FABRIC, 4,PREFABRICATED UNITS SHALL BE 6EOFAB,ENVIROFENGE,OR APPROVED EQUIVALENT. SANITARY WASTE LINES = 18"MINIMUM STONE AND WHICH DRAINS INTO AN APPROVED SEDIMENT TRAPPING DEVICE. FOR OVER FLOW 5TABILITY.MAXIMUM DRAINAGE AREA I ACRE q.PERIODIC IN5PECTION AND NEEDEID MAINTENANCE SHALL BE PROVIDED AFTER EACH 5.MAINTENANCE SHALL BE PERFORMED AS NEEDED AND MATERIAL REMOVED WHEN 'BULGES' DEVELOP IN THE SILT FENCE. u.5.DEPARTMENT of A6RJGl1L1URE STABILIZED U.S..DEPARTMENT of A6RIGULTURE FILTER FABRIC MEARIN 100 FIEER6L-A55 REINFORCED U.S. O m URANATURAL FT60UPZ GON5ERVATION 5ERVIGE U.S.DEPARTMENT OF MRICULTURE DRIVEWAY DRAIN KITS: NATURAL RESOURCES CONSERVATION SERVICE INLET NATURAL RE5OURCE5 CONSERVATIoN SERVICE SILT � N NEW YORK STATE DEPARTMENT OF EfMRONMENTAL CON5NVI ERVATION CONSTRUCTION NEW YORK STATE DEPARTMENT OF ERONh�iTAL CONSERVATION NEW YORK STATE DEPARTMENT OF E3MRONhEMON AL G �.�ERVATION NE!H YORK STATE SOIL 4 WATER CONSERVATION COMMITTEE ENTRANCE NEW YORK STATE SOIL I WATER CON5ERVATTON COMMITTEE PROTECTION NEW YORK STATE SOIL / WATER CONSERVATION COMMITTEE FENCE 4'WIDE FIBERGLASS-b TON LOAD-COMMERCIAL GRADE COMPLETE SYSTEM-EACH KIT INCLUDES: Z N SPECIFIED NUMBER OF ONE METER SECTIONS OF TRENCH DRAIN. W Q Z : t- SPECIFIED SPECIFIED NUMBER OF GALVANIZED SLOTTED GRATES(6 TON LOAD RATE°IN6) ^ O - m SPECIFIED NUMBER OF 6ALVANIZID LOGKDOWN5 FOR THE GRATES. F�+■i AL50 BE 2-BOTTOM OUTLET-EW CAPS THATCGONNECTOR AN OUTLETS ^ LU 1 -DIRT GRATE:THAT FITS THE OUTLET. 02- X MT5 SEPARATION 015TANCE REQ' FOR CHAN a��' w SANITARY 5EPTIG TANKS FIBERGLASS REINFORCED POLYESTER,EXTENSIVELY PROVEN OVER MANY YEARS O � � U_ 11_16nT 86HT,STABLE,ABLE TO WITHSTAND EXTREME LOADS. (RE-51DENTIAU: FR05T PROOF,RUSTPROOF,ABRA51ON AND HEAT RESISTANT. N MIN.HORIZONTAL 5EPARATI014 DISTANCES: EXTREMELY RESISTANT AGAINST 5ALT5,ACIDS,OIL,GASOLINE,HOT ASPHALT AND LIQUID A.BUILDING W/CELLAR= 10'-0' MANURES. � B.BUILDING ON SLAB = V-O' SPECIAL RIDGES PROVIDE OPTIMAL ANCHORAGE AND BRAGIN6 DURING CONCRETE CSJ LOCKING CA5TIN65 G.HATER LINES = l0'-0" POUR t Lf1 TO GRADE F. SURFACE WATER OETLANDS) =75'-0' SELF GLEANING DUE TO ITS VERY SMOOTH BASE AND FAVORABLE GROSS SECTION. MAINTAIN 5%MAX.SLOPE MOM EDGE OF SANITARY F.PUBLIC WELL - 175'-0' SEPARATION DISTANCE REQ'MT5 FOR EASY TO INSTALL. � SYSTEM OUT 20'IN EACH DIRECTION G.PRIVATE WELL='15'-0' SANITARY L_EAGHIN6 STRUCTURES Imo, d Z � R RET.WALL 04TRPROOF) = 10'-0" (RESIDENTIAL.): GRATE FEATURES: ►/-� FINISHED GRADE J.U/G FUEL TANKS = 20'-0" MINIMUM HORIZONTAL SEPARATION DISTANCES: GALVANIZED STEEL SLOTTED GRATING. X K U/6 UTILITIES =5'-0" A.BUILDING W/CELLAR= 10'-0' WHEEL LOAD TO b TONS FOR PASSENGER AND COMMERCIAL VEHICLE TRAFFIC. 4107- N � « L.STORM DRAINS =20'-0" B.Bl11lDIN6 ON SLAB= 10'-0' STAIDARD LOCKING BAR WHIGIf FITS IN PREFORMED RECESS IN CHANNEL WALL AND � � Q FIRST FL FINISHED GRADE G.I,COVER G.I.COVER COVER TO GRADE 15 iV M.CATCH BASINS= 5'-0" G.WATER LINES= 10'-0" BOLT DRAMS THE GRATE TO THE BAR. Z O (0N-LEAGHIN6) D.SURFACE WATER O*ETLAN0 ) = 100'-O" ELEV. 1.3,25' DROP 'T' 15 USED ON z I R SAN.L.P.= 8'-0' F.PUBLIC YELL = 200'-0" FOR MORE INFDRMATION SEH: WKKTRENC+I0RAiN5PPPLY.GOM = I'MIN I'MIN. INLET P.PUMP STA,GREASE TRAP S.PRIVATE WE3.L = 100'-0" �O 2'MA)C. 2'MAX. OR MANHOLE - 8'-0' H.RET,WALL.IINTRPROFF) = 10'-0' F- IE■II IG,' 4'DIA P1/G PIPE o y'/LF, b - Q.PROP.LINES = 5'-0" J.U/6 FUEL TANKS=20'-0' Q R SWIMMING POOL= 20'-0" K.U/6 UTILITIES = 5'-0' N 4" DIA. PVC, PIPE ® I/8" PER L.F. �„ O ENGINI�R: IE.=1156' S.TOP OF EMBANKMENT OR STEEP SLOPE L-STORM DRAINS OR �'TE£ IE=1106' =10 Q2' CHIMNEY ' d b' SLAB FOR LAWN 05%SLOPE OR GREATER = 25'-0" REGHAR6E BASINS= 20'-0" LEACHING T.BLUFF =65'-0° M.CATCH E3A51N5,NON-LEACHING= 10'-0' !� POOL AREAS - N.SAN.L.P.= &-0" t Q I OF 6 P.PROP.LINES= 5'-0' N a Q.TOP OF EMBANKMENT OR STEEP SLOPE 1200 6AL SEPTIC TANK : (ISOs SLOPE OR 61REATER =25'-0' j -•-8FLOW R BUFF = b5'-0'OUTL.E.I. 5.SEPTIC TANK,RUMP STA,GREASE TRAP BOT OF POOL ='8. 2. 2400 SEOR MANHOLE = 8-0WER PIPE OR ;4 BAFFLE FLOW LINE I T.SWIMMING POOL = 20'-0' • 3'LE 8, :.11, ASTM PLASTIC SEWER :I 2400 SEWER PIPE OR :• PIPEW/5DR 35 RATING ASTM PLASTIC SEWER PIPE • ' I " .'� ' 1 - _ CAST IRON FRAME AND COVER TO GRADE COLLAR IR/4E"�PEiRFT. MIN. <d �, W/5DR 35 RATING GAr11PBELL 1162 G OR APPROVED EQUAL Q REQ'D PITCH = FINAL GRADE JEFFREY T. BUTLER, P.E. I/8" PER FT. MIN. U565 WELL. N0. 4105560721-11501 4 16"18"11 ` -1- HI6HEST RECORDED 6ROUNDWATE t = 6.q2' A13V MEAN SEA LEVEL SEPTIC TANK CONSTRUCTION CRITERIA: "''-� DISTRIBUTION LP (i OFR) LP GO 60 C, Q O 6ROUND WATER F_.1_. 3.01' (TEST HOLE) � q I � d 3n a 1.THE OUTLET INVERT SHALL 13E 51X INGHE5 BELOW THE (I OF 4) COVER INLET INVERT. THE INVERT MUST 13E A MINIMUM OF FOUR 3' MIN. � = © ® o ® ® 3' MIN. FEET ABOVE THE TANK BOTTOM,UNLE55 THE TANK 15 OTHERWISE DESIGNED IN AC.(.ORDANGE WITH IONYGRR, ® ® � © �� O LL Q _. a-.-a g J APPENDIX 15-A. ® ® ® ® ® �r� 2.THERE SHALL.BE A MINIMUM ONE FOOT AIR SPACE E"I Z � (� MEASURED FROM THE OUTLET INVERT TO It BOTTOM I ►� I~'ROP05ED SEPTI G 5Y5TEM DETA<I L &D' 3,OFTHE TAW PERE SHALL BE 0R 20-INCH DIAMETER COVERED 5'Imp X &-0" DIAM. 81-0" DIAM. NON-RATEABLE O � 0 � NOT TO SCALE: GROUND WTR IL H Z f- O OPENING LOCATED CHER THE INLET AND A SECOND LU th X p� oPENIN6 PRCYIDm OVER TT•E OUTLET THE OUTLET C � of NSW YX CITY �; Q �� j OPENIN6 SHALL BE EQUIPPED WITH A 20-INCH DIAMETER COLLAR MATERIAL 6" MIN. HATE RT169 AND 1WkGT-PROOF LOCKING CAST IRON � (PENETRATIOW Q � � y Q < � =10 TAN - IN516LLATION REQ MT5 LEA-0-HIN67 FOOL M-TA�1.LATION �'EQIM 5 .�' GovLR AT FINAL 6RA»E. RATEABLE SOIL 500-212-4450 1 8 1 � z EALIr- I. ALL APPLICABLE REGOMMENDATION5 PROVIDED BY THE I. MINIMUM L.EACHIN6 SYSTE=M(FOR A I TO 4 BEDROOM HOUSE 15 300 g � 4.WHEN A SEPTIC 15 APPROVED 70 BE I ID a ft ` IN A DRIVEWAY ORR P PARKING AREA,TRAFFIC BEARING - - - - www.dignetnycli.com MANUFAGTURER SHALL BE IMPLEMENTED. 51DEWALL AREA. 6 POOLS;8 DIA.,2 DEEP I TOP SHALL BE USED. UNDERLYIN6 SAND AND 6RAVEL STRATA or LU 2. THE SEPTIC TANK SHALL. BE INSTALLED AT LEVEL IN ALL DIRECTIONS 2. THE BOTTOM OF ANY L.P. SYSTEM SHALL BE AT LEAST V ABOVE THE HI6HE T / 5.GONGRETE SHALL HAVE A MINIMUM SIVEw O www.ca11811.com FL _ r (WITH A MAX. TOLERANCE OF tI/4") ON A MINIMUM 3" THIGK BED OF RECORDED GROUNDWATE=R LEVEL AT THE PROP05ED 5Y5TE=M'S LOCATION 4 AT / \ STRENGTH OF 4,000 U35 PER 5QUARE INCH(P51)AT 28 L COLLAR DEPTH 15 NOT REQUIRED WHEN RATEABLE MATERIAL EX15T5 FOR FILLDEPTH. (for other states) C)DEPTH. PROPERLY LEVELED AND COMPACTED SAND (FREE FROM ROGK5) OR LEAST 2' FOR SHALLOW ALTERNATIVE 5Y5TEM5 APPROVED BY THE DEPARTMENT. DAYS SET. 2.COLLAR MATERIAL SHALL.BE CLEAN GRAVE.OR BANK RUN O PEA GRAS, 3. LEACHING POOLS 5HALL BE PIPED DIRECTLY FROM THE SEPTIC, TANK OR I ` 6.WAIL THICKNESS SHALL BE A MINIMUM OF THREE INCHES Bylaw, excavators and contractors working in the P. LL uj 3. ALL OUTLETS FROM THE SEPTIC TANK SHALL BE PROVIDED WITH 015TRIE UTION BOX. r UNLE55 THE M16N HAS BEEN CERTIFIED BY A N.Y. (LEACHING POOL 5Y5TE:M - QTY (b) five boroughs of New York City and Nassau and O L DROP 'T' OR EQUIVALENT BAFFLE APPROVED BY THE DEPARTMENT 4. LEACHING POOL GONERS SHALL BE AT LEAST I' MIN. BELOW GRADE,BUT NOT / 1 .� I LICENSED PROFESSIONAL ENGINEER AS COMPLYING WITH Suffolk Counties on Long Island must contact EXTENDING INTO THE LIQUID ON THIRD OF THE LIQUID DEPTH. MORE THAN 2'. FOR DEEPER 5Y5. 'DUMMY'RIN65 SHALL BE USED TO BRING THE (0 ,A ALL APPROPRIATE REQUIREMENTS FOR THIN-WALL, TYPICAL CLUSTERED DISPOSAL SYSTEM (LP) DigNet, more than 1 80 or Ing at s(excluding hours 4. GAS,DEFLEGTION BAFFLES ARE RECOMMENDED FOR IN5TALLATION5 TOP OF THE SLAB OR DOME TO WITHIN 4'OF FINAL GRADE. ` / �',� C06TRZI IOK ALL WALLS,BOTTOM AND TOP SHALL 50ALE: N.T.5. but no more than 10 working days(excluding � LL •• BELOW EACH EFFLUENT DROP T'. 5. THE MAX. PERM155113LE DEPTH OF A PRECAST GONG. L.P. 15 25' BELOW GRADE. I / weekends and legal holidays)prior to beginning - CONTAIN REINFORGIN6 TO RESIST AN APPLE®FORGE any mechanized digging or excavation work to Z 5. TANKS SHALL BE PROVIDED WITH SINGLE OUITLET. A 015TRIBUTION 5. LEAGHIN6 POOL 'CHIMNEY5' SHALL BE OF REINFORCED PRECAST CONCRETE, OF 300 LE35 PER SQUARE FOOT(P517), REINFORCEMENT ensure underground lines are marked. BOX 15 REQUIRED FOR ALL. SYSTEMS, WITH MULTIPLE LEAGHIN6 POOLS SECURELY AFFIXED, 4 MAY NOT EXCEED 2' IN HEIGHT;OR 4' IF A LOOKING, CAST \ MUST COMPLY WITH A5.T.M.A415,A-185 DETAILS OF CONSTRUCTION. Excavators and contractors can also submit � � � UNLE55 AN ALTERNATE DE516N 15 APPROVED BY THE DEPARTMENT. IRON CLOVER 15 INSTALLED AT GRADE. / SPECIFIGATION5. locate requests online,through ITIC. If you do not = (� 6. THE OUTLET SHALL BE LOCATED AT THE MAXIMUM POSSIBLE FLOW 6. THE BOTTOM 4 51DENALL AREA OF THE L.P. SHALL BE FREE OF DEBRIS BEFORE 1. REINF•ORLE37 PRECAST CONCRETE SEPTIC TANK 0,200 GALLON MINIMUM). 7.ALL JOINTS SHALL BE SEALED 505 THAT THE TANK 15 2.USE SIX(6)B'0,2 FT.HIGH PRECAST CONCRETE LEACHING,RINGS currently use ITIC, please call 1-800-524 7603 PATH FROM THE INLET. BACKFILLIN6. THE EFFECTIVE LEACHING AREA OF A L.P. (BELLOW THE INLET PIPE) ` WATERTI69 AND CERTIFIED AS TO WATERTI&IT E55 3.USE 4'0,APPROVED SEVER PIPE THROUGHOUT. for more information. 1. THE TOP OF THE SEPTIC, TANK SHALL NOT BE LOCATED GREATER SHALL BE INSTALLED ENTIRELY IN SAND d 6RAVEL. AFTER IN5PECTTON. TANS THAT ARE 6A5TIN6 IN 4.THE WASTE LINES FROM THE SEPTIC TANK SHOULD ENTER THE MIDDLE RINGS AS HIGH AS POSSIBLE. THAN FOUR FEET OR LE55 THAN ONE FOOT BELOW FINAL GRADE. FOR 7, ALL COVERS,WHEN NOT REQUIRED TO BE BROUGHT TO GRADE,SHALL BE OF PLACE MU5T BE CERTIFIED BY A LICENSED 5.USE A OR055-OVER PIPE BET), N THE MIDDLE RIN66 AND THE FOUR OUTSIDE RINGS,E16HT(6)INCHES For safety reasons,homeowners are strongly PRECAST REINFORCED CONCRETE (OR EQUAL). COVERS OVER 3 DIA. ARE NOT PROFE•55IONAL ENGINEER AND,AS,A MINIM,HAVE THE ABOVE THE BOTTOM, encouraged to call as well when I FAOE :SEPTIC TANKS WITH DDMG`i THE TOP OF THE DOME SHALL NOT BE g p anning anyLOCATED GREATER THAN'TWO FEET OR LE55 TfHAN ONE FOOT BELOW b.BACKFILL MATEriRIAL SHALL BE COAR5E SAND AND GRAVEL. type of digging on their property. Homeowners PERMITTED -� FLOOR AT10 WAL15 MONOLITHICALLY POURED. 7,SLAB5 SHALL E 25'MAXIMUM 13ELOK GRADE WITH A 2'MAXIMUM COLLAR can contact us directly at 1-800-272-4480 or by FINAL GRADE. 8. ALL CAST IRON COVERS SHALL BE SET AT FIN. GRADE,BE LOGKIN6, 8.N/5 8.SOLID HEAVY DUTY AND LOOKING CAST IRON COVERS TO GRADE ON ALL POOLS. calling 811,the national call before you dig 8. MINIMUM SEPTIC TANK GAPACITIE5 FOR A I TO 4 BEDROOM HOUSE 15 WATERTIGHT, INSECT-PROOF 4 APPROVED FOR 5EWA6E USE. q.MLE55 OVLRK15E STATED,TANKS SHALL BE DB16RD q.BOTTOM OF POLL 5HALL.BE A MINIMUM OF 2 FEET ABOVE H16H RECORDED GROUNDWATER number. For excavation work completed on 1,000 GALLONS. I TANK;8 DIA.,5 DEE=P q. A 10' min. 015TANGE BETWEEN LEA6HIN6 POOLS AND WATER LINE SHALL BE BASED UPON 10 NYGRR,APPENDIX 15-•A. 10.SHOW AREA FOR 50%EXPANSION OF THE LEAC41NO POOLS WHICH MAXIMIZES SIDF_WALL AREA. personal property, it is the contractor's q. A 10' min. 015TANOE BE'T1WEErN SEPTIG TANK AND HOUSE SHALL BE MAINTAINED. SEPTIC TANK 1200 GAL 10.ALL COVERS WHEN NOT REQUIRED TO BE BROUGHT TO II.MAXIMIZE THE DISTANCE BETWEEN THE FOUR(OUTER)5ATELLITE POOLS. : 12.TOP SLAB SHALL BE 8"MINIMUM(THICKNESS AND TRAFFIC BEARING. responsibility--NOT the homeowner's--to contact MAINTAINED. 10. AN 8 min. DISTANCE BETWEE=N ALL LEACHING POOLS AND SEPTIC. TANK SHALL 6RADE,SHALL BE OF PRECAST REIWORCED CONCRETE DigNet. Having utility lines marked prior to BE MAINTAINED. SCALLS NOT TO SCALE (OR EQUAL).GONERS OVER 3'DIA ARE NOT PERMITTED 13.EACH(b)POOL GLJISTER AS,SHOWN,PRGVIDE5 THE EGIUIVALENT OF 300 S.F.OF 51DEWALL L.EAGHIN6 digging is free of charge. AREA(DUE TO SIDEWALL MA5KIN6). ADDITIONAL LEACHING CLUSTERS MAY BE ADDED AS,NEEDED. 14.THIS DISPOSAL SYSTEM 15 FOR AREAS WITH H16H GROUNDWATER CONDITIONS. O F E3 THESE DRAWINGS AND ACCOMPANYING SPECIFICATIONS,AS INSTRUMENTS OF SERVICE,ARE THE MLL61VE PROPERTY OF THE ARCHITECT AND THEIR USE AND PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED.REUSE,REPRODUCTION OR PUBLICATION BY ANY METHOD,IN MOLE OR IN PART,15 PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM THE ARCHITECT.TITLE TO THESE PLANS SHALL REMAIN WITH THE ARCHITEGT.VISUAL CONTACT WITH TEEM SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE RE5TRICTIONS. - APPROVED ASNIOTLED rn/ / ~ "''' - - DRAWING ISSUE DATES - PRESCRIPTIVE DESIGN WIND LOAD-120 MPH FOR THREE SECOND GUST EXPOSURE ZONE H1311 Nail Sizes Nail Spacing _"N "PPROVED. Engineer Set 05.15.Joq!4_CNING INSPECTIONS: CLIMATICAND GEOGRAPHIC DESIGN CRITERIA AS PER NYS RESIDENTIAL CODE R 301.2.1.1 Joint Description 1 A no E'L THE CONTRACTOR IS TO VERIFY ALL MEASUREMENTS IN THE FIELD AND ANY DISCREPANCIES ARE TO BE BROUGHT TO Prelim.Pricing O5.28.J01F40LNT)ATION - TWO R"QUIRED FROST LINE DEPTH TERMITE DECAY WINTER DESIGN TEMP. ICE SHIELD UNDERLAYMENT FLOOD HAZARDS ROOF FRAMING 3-8d per rafter THE ATTENTION OF THE ENGINEER PRIOR TO CONSTRUCTION. Engineer Set 08.11.20BOF POURED CONCRETE GROUND SNOW LOAD WINDSPEED(MPH) SEISMIC DESIGN CATEGORY WEATHERING Rbfter to Top Plate(Toe-nailed) Bid Set 11.07.?OBPL GH - FRAMIN,�' REQUIRED Ceiling Joist to Top Plate(Toe-nailed) 3-8d per joist WOOD FRAMING Permit Set 12.2AO1WS(ILATION . , & PLUMBING 6eiling Joist to Parallel Rafter(Face-nailed) 3-16d each lap Construction Set 00-00-606([NA l - CONSTRUCTION MUST 1 20 1 120 1 B SEVERE 36"(TOP) M to H S to M 11 YES 1984/1998 Ceiling Joist Laps over Partitions(Face-nailed) 4-16d each lap 1.ALL LUMBER IS TO BE NO.2 OR BETTER DOUGLAS FIR LARCH(N)WITH THE FOLLOWING MINIMUM SPECIFICATIONS: BE COMPLETE FOR C.O. 01-01,01-011 Collar Tie to Rafter(Face-nailed) 2-8d per tie FB=825 PSI REVISION DATES ALL CCNSTRUCTION SHALL MEET THE 41-011 41 0" 4l 0" 4'0" Blocking to Rafter(Toe-nailed) 2-Bid each end FV=95 PSI REQUIF,EMENTS OF THE CODES OF NEW 1/ 1/ �/ �/ �/ FC PERP 625 PSI ~~~�~�~" " " m~°^mu~ YORK 'TATE. NOT RESPONSIBLE FOR _ WALL FRAMING -=1,600,000 P- ~=P^ r~ r ,./.) P-rFw�UNTIR CID DESIGN ORCumu/MUCTK]N ERRORS` 2Top Plates at Intersections(Face-nailed) 4-16d joints-each side �ALL LAMINATED VENEER LUMBER IS TO HAVE THE FOLLOWING M|m| IONSARE REQU?.8ED FB=2.90OPSI --' t�c �*�� r � �-neeM�0at�6�'1S6OboT» ' -^'' '� ` ' '` � (�{�[l��� [)F G|RDERASSPEC|F|ED Header to Header(Face-na iled) 16d 16" along edges FV 290 PSI ^-' - [���kVY(J- ' ��' ` ~ TOWN CODES "ONDMONS OF 00 Top or Bottom Plate to Stud(End-nailed) 2-16d per 2x4 stud E=2,000,000 PSI BLOCKING PER 2-16d per 2x6 stud MANUFACTURES SPEC. 3��l�M|NATED�RUCTU�L0MBERISTOHw�THE FOLLOWING MINIMUM SpECRCAT0N� JOIST ASSPECIFIED � F8~2.80OPS| ' Endjoist or Blocking K4ETALHANGERPERBottom Plate to Floor Ba Fv~290PSI MANUFACTURESSPEC. R:PERP~T4OPSI � e~2.10O.O0OPSI FLOOR FRAMING ,~ Joist to Sill,Top Plate or Girder(Toe-nailed) 4-8d perjoist 4.ALL TREATED LUMBER IS TO BE NO.2 OR BETTER SOUTHERN vELUDVv PINE WITH THE FOLLOWING MINIMUM �z SPECIFICATIONS: -�-- --p-- 6>, 0248M 00"CUPANCY OR Blockingto Sill or Top Plate(Toe-nailed) 3-16d each block Fo~S75PSI AV L Typical Joist HeachFv~ 175 PSI FCPERP~505PS| 4O� |O �O8|8 E=1.0O0.O0OPSI � ����� Kl� K����K1�yK����@~�C� Band Joistto Joist(End-nailed) 3-.16d perjoist o x A���� U ��[��� U ��-U����� �� 5.ALL BEAMS FABRICATED WITH MULTIPLE LAMINATED VENEER LUMBER BOARDS ARE TO BE NAILED/BOLTED IN ����y U��\ �Y���� ROOF SHEATHING NAILING SCHEDULE Band Joist to Sill or Top Plate(Toe-nailed) 2-16d perfoot ACCORDANCE WITH THE K4AmUFAOTURER�SPECIFICATIONS.ROOF SHEATHING ��������/ �� � Zone 1 Zone 2 Zone 3 Zone 4 n.ALL STRAPS,CONNECTORS,PLATES,BOLTS,N/VLa.ETC.ARE TOoEGALVANIZED ORSTAINLESS STEEL.DESIGNATED R4FTERStructural Panels 8d 4"o.c.perimeter zone other C0NNECT0RS.GTRAPETC DNTHESE DRAWINGS ARE MADE BYS|MPGONUNLESS INDICATED OTHERWISE.ALL �������l�[��7� ComwEx/u*u.y/*ApsErc.axETnesmmLEo/o0LTEo|wACC0RDxmCE\m|THTHEMxmUFACTUREn'SSPEC|F|CAT|OmS� ^ ~^~^~'^^�' . CCI (1)S|K4PSONHOSTRAPPER y�8������ ��/yT)�yy .__ _ _� _ RAFTER .m/(8)N1OOR1OD 7.«LLFuD0RS*EATH|NG|ST0oE23#32|NCHACTYPsPL�/00o.T0wGUcxmoGROOVE vv|TH«mApASpAmRAT|mG ^~�' �^~' -' ' '^ / f3'7/c��/��� PLYVVOO[}NA|LS OF48/24.FL00RSnsArH|NGSHALLBEGLUcDANDSCREvvEDT0THEFu0OR]0GTS(6^' C.EDGEGAND12^U�C� CER/6F/CA7E {)�� ��(�(�hRAKyC Y SILL FIELD). !��/ � New Wall ~,,�/}E�� (���l> 'nkV�T%��� � �'~.° STUD WALL ALL 1/2^EXTERIOR PLYWOOD WALL SHEATHING T08sSECURED WITH BID COMMON CEILING SHEATHING 8.ALL WALL SHEATHING IS TO BE 15/32 INCH APA RAIED XPOSURE 1 PLYWOOD AND SHALL BE NAILED WITH IOD New Foundation Wall SUPPLY��� ~+- NAILS-22/2^X1O1/2^G&. PATTERN ASINDICATED ABOVE COMMON NAILS O^O.C.EDGES AND 12^O.C.FIELD. EXCEED��y� [�� /�� LEI~~ Gypsum Wallboard 5d 7"edge/10"field Lines Above F FOR ADDITIONAL STRUCTURAL NAILING REQUIREMENTS,FEFERTO"FASTENING 9.SOLID BLOCKING IS TO BE INSTALLED EVERY 8'MAX OR MID SPAN OF ALL FLOOR JOISTS WITH SPANS EXCEEDING 8'. SCHEDULE FOR STRUCTURAL MEMBERS�NEW YORK STATE CODE BOOK. WALL SHEATHING 1o.o0uoLsJOISTS ARE TOosINSTALLED BELOW PARALLEL WALLS. Guidelines Structural Panels Bid (see table 3.9) ����ff<�r/��|�3t��/��tUr1 ��CJyl�6}rt'(]7l �����SH��[ �� ��C]�f ~�'<� [�QyyO� Simplified r1 �� f �������fh`� Nailing Schedule 11�BLO0K|NG|STOBE|NSTALLEDATALLP0|NTLOADBEAR|NGPO|NTS� ALLFence �]�i�/����|KJ�� , . . .` .,. . ^ ,,�^ ~ Connection Header� ~° Post Tie ^~ _ DoorTagr� /�B/NGVVASTE Not To Scale ��OtT� ��C@�8 [v�� |� ���a/� 12.VN\ LGARE TOBEFRAMED VV|Tn2:OINCH STUDS SPACED 16INCHES 0.C.UNLESS INDICATED 0T*ERW|8� G - L/NE3NEED FRAMING 13.ALL JOIST AND BEAM HANGERS AND FASTENERS USED ON THE EXTERIOR ARE TO BE SIMPSON TYPE 304 OR 316 6EFORECOVER/NG Gypsum Wallboard 5d STAINLESS STEEL. Window Tag SCREWS 12^O. flardboard 8d (see table 3.9)C.� � LIGHT WOOD-FRAME WALL Particleboard Panels 8d (see table 3.9) 14.Au'BOLTS NUTS AND WASHERS ARE TOBESTAINLESS STEELORH0TD|PPEDGAUAm\ZED. ~A�ET8 Diagonal Board Sheathing Section X, /NSTOR/4 WATER RNO L ,,, FF VASHER(TYP.) STEEL PURSk8�T TO CHAPTER 236O /HE /OVVN CODE.1. ALL STEEL IST0oEASTM SPECIFICATION A-a8 2-8d per support 1"x 10"or wider 3-8d per support Detail Tag 1/2"PLYWOOD FLOOR SHEATHING 2. ALL BOLTED CONNECTIONS ARE T08EMADE WITH A-325BOLTS. 3. S0UARE/RECTANGULARANDC|RCULARCOLUMNSARETOBEASTMSPEC|F|CAT|ONA500. x Elevation Tag (1)CS18 METALSTRAP PER STUD w/ greater t an 10d 6"edge/6"field 4. ALL COLUMNS ARE T08EBOLTED TOSTEEL G/RLFnSVNTH 1#2^BOOSORUNLESS OTHERWISE SHOWN ONTHE �� WALL STUD ' PLASTIC-COATED PLANS. ' NAILS PER END PERMANENT VV0ODGCREVV ^` X<�x Interior Elevation Tag GLASS ANCHORS I"x 10"or wider 3-8d per support 5. 1/2"WEB STIFFENERS ARE TO BE INSTALLED AT 01 POINT LOAD BEARING POINTS ANDOVER ALL COLUMN SUPPORTS. 8. ALL WELDED CONNECTIONS ARE TO BE DONE BY A CERTIFIED WELDER AND CONFORMTO AWS AND AISC ,) sT�NDARDS FLOORJO|ST . DETAIL uzANCHOR BOLTS A 2,When wall sheathing is continuous over connected members,the tabulated number of nails shall be permitted5.ALL WELD JOINTS ARE TOUSE E70XXELECTRODES. to be reduced to 1-16d nail per foot. 6.ALL GIRDER SPLICES ARE TOoEMADE ABOVE COLUMNS. (TYp') PLYWOOD OPENINGS WALL PROTECTION;THICKNESS FOUNDATION NOTES: MASONRYWALL ~~~^^~'^^~ \__" DEPENDS ONWINDOW OPENING � �^No 8SCnswS12^O%� (1)CS18yNETAL � WIDTH(1) THE CONTRACTOR IS TO VERIFY ALL MEASUREMENTS IN THE FIELD AND ANY DISCREPANCIES ARE TO BE BROUGHT STRAP PER STUD DETAIL A'TYPICAL ATTACHMENT OF TDTHE ArrENT0mOrTHE ENGINEER Pn0nT000rsrRUCT0m. ��- COMMON P�wO0oOPEN|NGSPR0TECT0NTO VV0ODFRAK8EBU|LD|NG NOTE: |�L|EUOFSCRBmS LUGS NA\LSPEREND � ' 1 ALLCDNCRETE3s0OpS|AFTER2OD^��w|N|�U� w|TH mUTSANDV�GHERS�*x ' ' . � Stud Straps @ BE USED ^ 2 ALLnco���sT�A'015GRADEUO� Second ��| �� First Floor �l ��'|| ��n{��,C3rS ��OtTO ��C8�� ^�LTEF�y��TE ��� f�(� K�P�� <�E�T|F|E{��VUK/C)�\� |N���LL/�'|���� s FDO�NGSARE T0BEINSTALLED 0NUNDISTURBED VIRGIN SO|LTHE BOTTOMS OFALL RJO�mGSARE TOBE 213 E . FRONT STREET Not � _ ___�_ INSTALLED AMINIMUM 0F3'BELOVYGRADE UNLESS!ND|CxTEDOTHERYV|SE POST OFFICE BOX 683 PLYWOOD P���� VVl������� DOOR P���E����N F�� WOOD . FRAMED BUILDINGS I GENERAL NOTES 4-REBAR INSTALLED ALONG THE TOP OF THE FOUNDATION WALLS WITHOUT WINDOWS ARE TO BE INSTALLED 10" ENERGY CODE BUILDING EXCEEDS MIN.REQUIREMENTS BELOW THE TOP OF THE FOUNDATION WALL.REBAR INSTALLED ALONG THE TOP OF FOUNDATION WALLS WITH SET FORTH BY N.Y.STATE RESIDENTIAL 1. ALL WORK MATERIAL,AND EQUIPMENT SHALL BE IN WINDOWS ARE TOBEINSTALLED 3^BELOW THE BOTTOM OFTHE WINDOW OPENING. BUILDING CODE-SEE ATTACHED REPORT ACCORDANCE WITH THE NEWYORK STATE UNIFORM m k a r c h i t e c t . c o rn CARRIAGE BOLTS BUILDING CODE,AND THE NEW YORK STATE ENERGY 5 ALL SNAP OFF FORM TIES ARE TO BE REMOVED AND REMAINING OPENINGS ARE TO BE SEALED/GROUTED. 4"Vent Thru Roof CONSERVATION CODE,AND LOCAL AUTHORITIES. 6 THE FOUNDAT0NCONTRACTOR SHALL COORDINATE YV|THTHE PLUMBING AND ELECTRICAL CONTRACTORS (%)2XGIRDER ''""' RELATIVE TO INSTALLATION OF SLEEVES AND OTHER PENETRATIONS PRIOR TO POURING CONCRETE. ZE 2" 2" 2. ALL DIMENSIONS AND GRADE CONDITIONS TO BE 7 THE ENGINEER IS TO BE CONTACTED IF UNACCETABLE OR QUESTIONABLE SOIL IS ENCOUNTERED DURING VV00DPOST EXCAVATION.UNACCEPTABLE SOIL IS SOIL CONTAINNIG CLAY AND/OR ORGANIC MATERIAL. CONSTRUCTION AND ORDERING OF MATERIALS. THIS O INSTALL PO | / /// ' | 1 1 BEARING CAPACITY OF TWO(2)TSF AND GRADES 9 INSTALLED CONTRACTION JOINTS|NTHE CELLAR FLOOR SLAB EVERY 1O'M|N|MUM WOOD BEAM / | � CONCRETE P/ERLAV. LAV. THESE CONDITIONS ARE MET. ALL FILL BENEATH 10 FOUNDATION EXCAVATION IS NOT TO BE BACK FILLED PRIOR TO THE INSTALLATION OF THE FLOOR FRAMING. Scofield Residence 111 1/2" CONCRETE SLABS TO BE COMPACTED TO 95% STEEL PLATE 11 BACKFILL ALONG FOUNDATION WALLS|ST0BECLEAN MATERIAL AND|STOsE MECHANICALLY COMPACTED|N Orient, NY 2ND FLOOR 0"L|FT8TOQ5%OFMAXIMUM DRY DENSITY. STEEL COLUMN u" --- 12 UNDERPIN EXISTING FOUNDATION. CONNECT EXISTING FOOTING T0NEW FOOTINGS AND WALL TOPS WITH MO.5Deck R3'|'n /Post Anchor x' REBARD0vvELG. ~ Not To Scale - MASTER KITCHEN LAUNDRY POWDER AND DECKS ETC.. - B°^" SUGGESTED UNDERPINNING PROCEDURES: 1 4. DO NOT SCALE DRAWINGS. -- ' z'| A)UNDERPIN PRIOR TDADo|T0 � NOFAmYNBNLOADG0NWm� ' DESIGN CONSULTANTS OR RECORD . SINK ENGINEER ARE NOT B)EXCAVATE SMALL EXPLORATORY PITAT EXTERIOR WALLTO DETERMINE DEPTH AND WIDTH OF EXISTING FOOTING. ' OR ADMINISTRATION OF SINK SINK CS1DMETAL STRAPS STEEL COLUMN INFORM ARCM|TECTyENG|NEER OFFINDINGS BEFORE PROCEEDING. F.A.I. THIS CONSTRUCTION PROJECT. FEDERAL, STATE/ _ *y(8)8DC0M�ON STEEL �)UP0NRECE|V|NGAppROVAL'EXCAYATETOTHET0P0FTHEEX|ST|NGFOOT|NG F0RTUEENT|RELENGTMOFTME SHALL BE THE RESPONSIBILITY OF THE xRE^T08� UNDERPINNED REMOVE INTERIOR CONCRETE FLOOR AS Code Requirements NA|LSP�R12^ENo ��� � � � NECESSARY. ' - RAFTER � ' �DNNECTTO o)EXCAVATsBY��wogs�OvvTnEEX|ST|mGF0OT|NG�TNO�OR�TM�N3R}OT Scale: N(oted �smGTHS�c)|mSTx��xKsv�vX CONCRETE PIER APPROVED THIS DRAWING IS AN INSTRUMENT PREPARED TO Paper Scale is 50%Scale Above All Drawin)gs Printed on 11x17 - BLOCKING SANITARY SYSTEM 6. BETWEEN SECTIONS.ALLOW TDAYS CURING. � CONSTRUED ASA CONTRACT BETWEEN BUILDER AND F>BACK FILL AND REPLACE INTERIOR FLOOR ASNECESSARY. - RIDGE BEAM nuuy� G)DURING THE UNDERPINNING PROCEDURE,MONITOR THE EXISTING F0UNoAJ0mWALL FOR EXCESSIVE TRAP 7. THIS STRUCTURE HAS BEEN DESIGNED IN MOVEMENT AND/OR CRACKS.NOTIFY THE ARCH|TEQ7ENG|NEER|F MOVEMENT AND/OR CRACKS ARE NOTED. ACCORDANCE WITH THE NEWYORK STATE ENERGY CONSERVATION CODE. 13'DOWEL TOEXISTING FOUNDATION WALL WITH NO.5REBAR. GROUT SOLID ALL CAVITIES|NEXISTING WALL FOR Rafter Straps Porch Beam/Column Anchor BASEMENT 8. CONTRACTOR SHALL OBTAIN ALL PERMITS THREE FEET FROM NEW WALL. A-002 ' Not |OScale Not To Scale VERTICAL RE-BAR|NPOURED CONCRETE FOUNDATION ASFOLLOWS: e�0^M.FoTN.WALL- #5REBxR@4811O.C. 9u]^H.FoTN.WALL #5REg4n@48^O.C. 10''0^H.FDTN.WALL'#6RE8AR@48"0.C. @ 2O13IMory| Kramer Architect ` All Rights Reserved / ^ � ;L BIN�GR�ISER�DIAG�RAM� c-NeT DRAWING ISSUE DATES Engineer Set 05.15.2014 PrelDOOR SCHEDULE Engineer I Se05.28.2014 Engineerr Sett 08.11.2014 Bid Set 11.07.2014 PERFORMANCE SOLAR HEAT Permit Set 12.22.2014 NO. MANUFACTURER MODEL NO. TYPE FINISH UNIT DIM. (W x H) ROUGH OPENING U VALUE RATING (DP) GAIN COEFF. DOOR SWING HARDWARE REMARKS NO. Construction Set 00.00.0000 101 TRU-STILE PL232 PANEL LITE PAINT 2'-8"X 6'-8" EXIST. 0.33 DP 30 0.32 AS SHOWN ENTRY SET WITH COMBINATION 101 REVISION DATES STORM/SCREEN DOOR 102 TRU-STILE TS3300 SIMPLE SWING PAINT 2'-8"X 6'-8" AS SHOWN PASSAGE SET 102 103 TRU-STILE TS3300 SWING BI-PART PAINT PAIR 2'-2"X 6'-8" TBD AS SHOWN PA SAGE/DUM 103 MY 104 TRU-STILE TS3300 SIMPLE SWING PAINT 2'-8"X 6'-8" TBD AS SHOWN PRIVACY 104 105 TRU-STILE I:° TS3300 POCKET PAINT 3'-6"X 6'-8" TBD POCKET AGEKET/PASS 105 FRENCHOODVERIFY RO HEIGHT AVAILABLE 106 ANDERSEN FW05068PALR OUTSWING PAINT 5'-0"X 6'-8" 0.33 DP 30 0.32 AS SHOWN TBD PRIOR TO ORDERING DOOR 106 \�,�ERED ARCS,/T 107 ANDERSEN FWG5068R FRENCHWOOD PAINT 5'-0"X 6'-8" 0.33 DP 30 0.32 AS SHOWN TBD VERIFY RO HEIGHT AVAILABLE 107 ��G ��LR. K/�� 6`CA GLIDING PRIOR TO ORDERING DOOR 108 ANDERSEN FWH2968AL FRENCHOOD PAINT 2'-9"X 6'-8" 0.33 DP 30 0.32 AS SHOWN TBD VERIFY RO HEIGHT AVAILABLE 108 Ra"� INSWING PRIOR TO ORDERING DOOR 109 TRU-STILE TS3300 SIMPLE SWING PAINT 2'-6"X 6'-8" AS SHOWN PRIVACY 109uc - 'S''� 024ptn POCKET/PRIVA \, '-7,>r 110 TRU-STILE TS3300 POCKET PAINT 2'-6"X 6'-8" AS SHOWN CY 110 (4 N; L11 CASED PAINT 3'-0"X 6'-8"OPENING TRU-STILE . TS3300 SIMPLE SWING PAINT 2'-6"X 6'-8" AS SHOWN CYLINDER KEY 112 LOCK 112A TRU-STILI; TS3300 SIMPLE SWING PAINT 2'-6"X 6'-8" AS SHOWN PASSAGE 112A 113 TRU-STILE TS3300 SIMPLE SWING PAINT 2'-8"X 6'-8" AS SHOWN PRIVACY 113 Drawiing Legend: 113A TRU-STILE TS3300 SIMPLE SWING PAINT 2'-8"X 6'-8" AS SHOWN PRIVACY 113 _ _ _ Wall To Be Removed 114 TRU-STILE; TS3300 SIMPLE SWING PAINT 2'-8"X 6'-8" AS SHOWN PASSAGE 114 Wall To Remain NewWall 115 TRU-STILE.:. TS3300 SIMPLE SWING PAINT 2'-8"X 6'-8" AS SHOWN PASSAGE 115 New Foundation Wall - 116 TRU-STILE TS3300 SIMPLE SWING PAINT 3'-0"X 6'-8" TBD 0.33 DP 30 0.32 AS SHOWN CYLINDER KEY 116 -------- Lines Above LOCK ------------ Lines Below 117 CLOPAY OVERHEAD PAINT OVERHEAD 117 ------- - Guidelines 118 CLOPAY OVERHEAD PAINT OVERHEAD 118 - - - - - Fence CYLINDER KEY 101 Door Tag ` 119 TRU-STILE, TS3300 SIMPLE SWING PAINT 3'-0"X 6'-8" TBD 0.33 DP 30 0.32 AS SHOWN LOCK 119 120 TRU-STILE TS3300 SIMPLE SWING PAINT T-0"X 6'-8" TBD 0.33 DP 30 0.32 AS SHOWN CYLINDER KEY 120 101 LOCK Window Tag x_ NO. MANUFACTURER MODEL NO. TYPE FINISH UNIT DIM. (W x H) ROUGH OPENING U VALUE RATING (DP) GAIN ROE PERFORMANCE SOLAR HEAT T DOOR SWING HARDWARE REMARKS NO. axzx Section X, Sheet A-XXX 201 TRU-STILE ' TS3300 SIMPLE SWING PAINT 2'-6"X 6'-8" AS SHOWN PRIVACY 201 /1 t Detail Tag 202 TRU-STILE.:.. TS3300 SIMPLE SWING PAINT 2'-6"X 6'-8" kS SHOWN PRIVACY 202 x 203 TRU-STILE : TS3300 SIMPLE SWING PAINT 2'-6"X 6'-8" ?,S SHOWN PRIVACY 203 Elevation Tag 204 TRU-STILE TS3300 SIMPLE SWING PAINT 2'-8"X 6'-8" 7,S SHOWN PRIVACY 204 x�xxx�x Interior Elevation Tag 205 TRU-STILE TS3300 SIMPLE SWING PAINT 2'-6"X 6'-8" AS SHOWN PRIVACY 205 ��// x 206 CASED PAINT 2'-8"X 6'-8" S SHOWN 206 OPENING 207 TRU-STILE TS3300 SIMPLE SWING PAINT 2'-8"X 6'-8" AS SHOWN TBD INSULATE 207 208 TRU-$TILE TS3300 SWING BI-PART PAINT PAIR 2'-2"X 6'-8" TBD AS SHOWN PA SAGE/DUM 208 MY PASSAGE/DUM 209 .TRU-STILE' TS3300 SWING BI-PART PAINT PAIR 2'-2"X 6'-8" TBD AS SHOWN 209 MY iv PASSAGE/D U M 210 TRU-STILE TS3300 SWING BI-PART PAINT PAIR 1'-6"X 6'-8" TBD AS SHOWNMY 210 M E; R Y L K R A M E R 211 TRU-STILE TS3300 SWING BI-PART PAINT PAIR 1'-6"X 6'-8" TBD AS SHOWN PASSAGE/DUM 211 a, r c h i t e c t MY 212 TRU-STILE TS3300 SWING BI-PART PAINT PAIR 2'-2"X 6'-8" TBD AS SHOWN MY SAGE/DUM 212 213 TRU-STILE TS3300 SIMPLE SWING PAINT 2'-6"X 6'-8" TBD AS SHOWN PASSAGE INSULATE 212 2 1 3i E . FRONT STREET POST OFFICE BOX 683 GREENP0RT, NY 1 1944 WINDOW SCHEDULE 6 3 1 4 7 7 . 8 7 3 6 m k a r c h i t e c t c o m NO. MANUFACTURER MODEL NO. TYPE FINISH UNIT DIM. (W x H) ROUGH OPENING U VALUE PERFORMANCE SOLAR HEAT HARDWARE GLASS& DIVISIONS REMARKS NO. RATING (DP) GAIN COEFF. IN A ANDERSON WOODWRIGHT WDH 21046 Double Hung PAINT 3'-0 1/8"X 4'-8 7/8" 0.3 DP 30 0.31 TBD Low-E 4 SEXIST. RO, PROVIDE A SCREENS B ANDERSON WOODWRIGHT WDH 1846 Double Hung PAINT 2'-2 1/8"X 4'-4 7/8" 0.3 DP 30 0.31 TBD Low-E 4 PROVIDE SCREEN B C ANDERSON OO.DWRIGHT WPW 4246 Double Hung PAINT 4'-3 7/8"X 4'-4 7/8" 0.28 DP 30 0.34 TBD Low-E 4 C Picture D ANDERSON WOODWRIGHT: WDH 210410 Mulled Double PAINT 3'-0 1/8"X 5'-0 7/8" 0.28 DP 30 0.31 TBD Low-E 4 EGRESS, PROVIDE D Hung SCREEN Scofield Residence E ANDERSON 400 SERIES CX 14 Casement PAINT 2'-8"X 4'-0 1/2" 0.28 DP 30 0.34 TBD Low-E 4 EGRESS, PROVIDE E SCREEN Orient, IVY F ANDERSON 400 SERIES CX135 Casement PAINT 2'-8"X 3'-5 3/8" 0.28 DP 30 0.34 TBD Low-E 4 PROVIDE SCREEN F G ANDERSON WOODWRIGHT WPW 41046 Double Hung PAINT 4'-11 7/8"X 4'-8 7/8" 0.28 DP 30 0.31 TBD Low-E 4 G Picture H ANDERSON 400 SERIES AW 281 Awnimg PAINT 2'-8"X 2'-4 7/8" 0.28 DP 30 0.34 TBD Low-E 4 PROVIDE SCREEN H I ANDERSON 400 SERIES AW21 Awnimg PAINT 2'-0 5/8"X 2'-0 5/8" 0.28 DP 30 0.34 TBD Low-E 4 PROVIDE SCREEN I J ANDERSON WOODWRIGHT WDH2436 Double Hung PAINT 2'-6 1/8"x 3'-8 7/8" 0.3 DP 30 0.31 TBD Low-E 4 PROVIDE SCREEN J NO. MANUFACTURER MODEL NO. TYPE FINISH UNIT DIM. (W x H) ROUGH OPENING U VALUE PERFORMANCE SOLAR HEAT HARDWARE GLASS & DIVISIONS REMARKS NO. RATING (DP) GAIN COEFF. Door and Window Schedules All Drawings Printed on 11x17 Paper Scale is 50%Scale Above A-003 © 2013 Meryl Kramer Architect All Rights Reserved DRAWING ISSUE DATES Engineer Set 05.15.2014 Prelim.Pricing 05.28.2014 Engineer Set 08.11.2014 Bid Set 11.07.2014 Permit Set 12.22.2014 Construction Set 00.00.0000 REVISION DATES \r',�ERED ARCy/T FO EXIST. FOUND.WALL- VERIFY 16"WIDE * � � FOOTING AND 36" MIN FROST DEPTH6 IST024802 PROVIDE CRAWL SPACE � OF NEIN" 12" DIA.SONOTUBE VENTS PER R 408.2 PIER ON 24"X 24"X IFr -------------------F- ------------------- r --------------- 12" PC FOOTING,TYP. --------- - t ;f 36" MIN DEPTH. ( i ANCHOR GIRDER TO i ^�' J L , J ' L J CONC. PER DETAIL, 4 — j TYP.OF 6 I ('• I Drawing Legend: I , ' 2 x 8 ACQ DJ Wall To Be Removed I y. ► I - - - - - - - ( Wall To Remain : : I @16"OC I - - - - - - - - I I 2 x 8 ACQ DJ ( ' SLOPE 1/8"PER FOOT I I L ►' - New Wall @ 16"OC '' VERIFY EXIST. FJ SIZE AND DIRECTION � r I I i p Ld New Foundation Wall 1 ' _ Lines Above w io EXISTING CRAWL SPACE TO REMAIN � L �� J Co NEW 2" POURED CONCRETE SLAB 1c, ¢ w x I ------------ Lines Below o ON 30 MIL POLY VAPOR BARRIER � IJ- N r m o I �N o Guidelines w 00 m w > o — — -- — - Fence CAM 0 c7 BEAM POCKET, z Z 0 — !5 g GROUT SOLID,TYP. I ¢ w ¢ G -JL -i g J I ti �w 3: CUT IN BEAM POCKET Door Tag EXIST.ACCESS I— Z FOR NEW GIRDER, w c¢7 Im ' i GROUT SOLID,TYP. line of stairs above c� x O TO CRAWL SPACE 2X12 STAIR SYRINGE w 1 41 w �w N w ~ I 101 Window Tag -300 I o x i Axxx Section X, I I I I i _ . . 19'-3" 3'-0" 2',9 i i i i x x ( :�r y „ , REPLACE EX, 150 ( Sheet A-XXX I I i i i I N N N 0) 0) AMP PANEL W/ NEW — —' - - N x w l x �„ I WASTE OUTLET SECURE NEW FOUNDATION m �'? w �- ' - 200 AMP PANEL I I I I I J ,.- � .. .._- ,�� o � o ----..—..=; •---- �/ L Detail Tag WALL WITH 24" LONG BARS#5 _ -T_ a o z ..——I—m , NATURAL GAS 12'v.C.VERTICAL, DOWEL I ( a ¢ I ! � _j ,� _j INTO EXISTING FOUNDATION, I Ni > ( N ? SOLID GROUT,TYP, i z Z ——! wl N w \ NEW WD STAIRS AND g --I—z , z , 0 RAIL TO CODE Elevation Ta - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - — -- _ ;...., I �• ! EXIST -VERIFY COLUMN VE x .� I ...", ,. ,. ,.:. ,... .. . ..: ':... FOOTIN 4 X 2 : G 2 4 •• -' '� — - InteriorEl I - - - - - - - - - - - - -------------------------- Elevation g i x xxx xa a EXIST.SLAB ON GRADE- '. I ACID WASH 4 . © - 2-2X8 FJ x ! I l l i 1'rII I 24'-4" O BEAM POCKET, I I I I U_ 8. EX. BRICK STOOP ABOVE- <° F GROUT SOLID,TYP. I I �! 00 UP VERIFY EXIST. 10 I NEW 8X16 PEDESTAL ON — I ! I N r N SURROUNDING CONST. IS PROVIDE N�W X8 FJ-FI+LIN 2- X FJ OD 30"X 30"X 12" P.C. FTG. i INTACT. CV L_� �_�_� `. x EXISITNIG SfAI.-OIJIENING _——_ _ -, - `, cv I NEW 3 1/2"STL. —NEtV 2- 13/4"x 9 1/2" WL-GtR I L 0"X " • i i UNEXCAVATED10 - I DE PC FOOTINGI • i EP L t J L J I I M E fR Y L K R A M E R I a r c h i t e c t ;<•.: 61-4110 6-10 1/2 6-41 i EXIST.2X8 @ 16 0/C 00 EXIST.BOILER I ------ ------ N `Y; �, i EXIST.COLUMN-VERIFY NEW CRAWL SPACE i S�' FOOTING(24 X 24) EXISTING CRAWL SPACE TO REMAIN f 2 1 3 E . FRONT STREET 00 8"THICK PC WALL ON 8X16 PC FOOTING. x - ----------------- PROVIDE 5/8"TYPE X POST OFFICE BOX 68 3 ,. FOOTING TO HAVE 3-#4 BARS - 'LL GWB ABOVE FURNACE CONTINUOUS(HORIZ). 36" MIN DEPTH z GRE EN PO RT, NY 1 1944 TO BOTTOM OF FOOTING F+. EXIST. CRAWL SPACE ' '1- �j ' LI) REPLACE EXIST. EXIST. 6 3 1 4 7 7 - 8 7 3 6 *' ACCESSTO REMAIN w ( (2)-2X6 DROP GIRDER NEW 2x8 ACQ LEDGER-LAG TO.BOX BEAM W/ W 2- 13/4"X 9 1/2" m 5. V. k a r c h i t e c t c o m F.i (2) 1/2 X 4 1/2 GALV. LAG BOLTS, 16 OC oLVIL GIRDER-MODIFY a o I BEAM POCKETS AS ¢ REQ'D. GROUT SOLID r„ 0 x @ EXIST.2X8 @ 16 0/C PROVIDE SOLID r+ N y ,; BLOCKING TO POINT - - - - - - - - - - - - - - - - - - - - - - - - - - - - - NEW - OV _ - - - - - - - - - - -- - - - - - - - - - - r � 3 2x8 ACQ GIRDER � � - LOADS AB E,TYP. , .. - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - L J -- - �F------ L J-------- ,. z�--------- z r :: PROVIDE HOLD DOWNS AT EACH CORNER- BEAM POCKET, Scofield Residence�� � IMPSON HDU5. PROVIDE 5/8"ANCHOR GROUT SOLID,TYP. ---------- BOLTS @ 36"OC MAX. WITHIN 18"OF _ ----- EACH SPLICE IN SILL PLATE Orient, NY U)r--------- (n REMOVE ACCESS PANEL, 3'-5" 8'-2" 2'-2" 8'-2" 3'-5" N![---------- N PATCH CONCRETE N _________ N FOUNDATION WALL I SON TUBE SON TUBE 25'4" 3'-10" +/-12'-2 1/2" 3'-10" ! VIF ! BASEMENT PLAN Foundation Plan 1 Scale: 1/4" = 1'-0" Scale: 1/4"= 1'-0" 1 All Dravvings Printed on 11x17 (; Paper Scale is 50%Scale Above -300 A- 100 © 2013 Meryl Kramer Architect All Rights Reserved DRAWING ISSUE DATES Engineer Set 05.15.2014 Prelim.Pricing 05.28.2014 Engineer Set 08.11.2014 Bid Set 11.07.2014 Permit Set 12.22.2014 Construction Set 00.00.0000 REVISION DATES G\yED gRCy/ F VIF 10'-0" Q�i��Q•(�R• 17'-8 1/2" EXISTING 1 C, DECK SCREENED PORCH J' 2'-91/2" 9'-8" 2'-91/2" ol VIFi L WINDOW WINDOW sT�r 0248M a� REMOVE 5 \fiOF r�r W Vtj EXISTING DECK I -300 - 2T-1XTHDR 2-2X8HDR 2-2X8HDR Cr 0 00 EXIST.2X8 FJ @ 16 O.C. NEW 2X8 CJ @ 16"D.C. N Drawing Legend: CC ! _ _ _ _ _ _ _ Wall To Be Removed Wall T R ! iIIII � To Remain Lc) w 0 0 - � w rn a New all DEN SCREENED � N W ! :w PORCH ao w Io p x z New Foundation Wall uQi : Z+� WOOD FLOOR �,� w ri J N rl w II. UNDER SHEET _1 8 PER FOOT Lines Above N \ U u� FLOORING- 00 SLOPE AWAY + iiiilliiiiiliii1 X � -----•------- Lines Below VERIFY I - - - - - : : wdelrnes 4 4 ...< DECK€...< ... „.... • -�- -r�-I:o '--- Guidelines as m i iG1 � ! I 0 � Fence 0 STEP DN. ioi I II E SINK oo I Door Ta g LO REUSE x O >...i .. N rl w i : : : : : : : : : : : : : : : : : : : : : . FROM EXIST. ' p - BATHROOM N � sos N Window do Ta € € � : Tag IIIIIIIi1 € - : : : : : : : : : : : : : : : : : ; ; 111111 : : 1 : : 1 : ; 1 : : : . : : O : : : : : : : ; , 111 : ! : 1 45'-2 1 2" co 1 1 I m / U I : : W o Section X VIF 11 : 1up" 1 1 N D I z n � Sheet A-XXX l� H ! ; / 2'-1" 1/2" 12'-3.. 4.. 2 1 . . . . . 2 : ! : : ! : ; ; , € € I : : 4 6-3 1/2" 5 1/2" 3'-1"� 5 1/2" 4'-3" _ 5'-2" 7'-6" 8'-0" 10'-11" : : : : : : : : : : 3-7 1 ` 11111111111111 - o —�- ¢ w 300 x Detail Tag g TILE L R . . . . . . . . : : I - 0 xx I1 .. ..! !.. . ' p< .. '.i STEP 0 OWDER 1 STUDY WIN OW WIN OW DO R WINDOW , ? I © — EXISTING MASONRY o 0 LAUNDRY ROOM STOOP AND STEPS TO x N i MUD RCOM EX.WOOD Q REMAIN Elevation Tag A FLOOR o 2 2 X 1 HEADER 1 `€ € € is = 0 2 2 X 1 HEADER 2 2 X 1CSHEADER 104 -_ tt. Interior Elevation Tag line of Foundation Wall below 1 - <'� z • a CL. WINDOW CL. x�x � TLEATRY -- - ---------- x - O h SEAT — N DOUBLE FJ UNDER WALL I � LE m J Q L�r15 12 NEW WO' D : >Io N 13 M FLOOR �,,@� @ DN. I UP = 0 5/8"TYPE X GWB AT ALL WALLS AND CEILING VIF HALL ati :I �2 X 6 RR @ o - ---- Ud -. ... .-. U-1 TRIPLE FJ 1O.C. r---__—� -. .._ -. -__. __. -- __ - _- Q — !/ 5" PC SLAB M//6X6 W .4 X W1.4 WWM M s 24 9 @ 13 EXIST.2X8 FJ @ 16 O.C. cs EXIST.2X8 FJ @ 16 O.C. D UBLE EACH JOIST 31� " v i i " 31/2" +/-12'-7" M 3 2" 7'-0" L01I 6 C7 M E R Y L K R A M E R 3 co I VIF x i I > I a r c h i t e c t LU i PULL DOWN ATTIC ACCESS STAIR N MASTER I J Oa I N i.- KITCHEN I 4x4 POST TYP. w -300 c� I MASTER 3 \ BATHROOM I - - \ w N L- o w I BEDROOM z o.. - Ln �` a. i m TILE FLOOR I I NEW x + 1 o I NEW COD COMPLIANT NEW WOOD oo EX.WOOD I EX.WOOD 3 o a U) -WOdD STAIR AND UP FLOOR o M FLOOR DW i _ FLOOR STAIRCASE m I 2 1 3 E . FRONT STREET o Ian boo RAILING ABOVE' -- -�� I .0 _ I I I LIVING ROOM N I POST OFFICE BOX 683 m rI u CDZ ° w iGARAGE i i i i I EXISTING g G RE E N P O R T, NY 1 1 9 44 w z I i _ HEARTH °�' i i :: �: ;.. i I i i TO REMAIN o 6 3 1 4 7 7 8 7 3 6 9 olj i I i m k ,a r c h i t e c t c o m 5" TEP COVERED PORCH � STEP DN -- EXISTING BRICK I z i WIN OW IN OW _ WIN OW o J I „ 01 MASONRY TO BE 28 + -7-3' 28 28 g x / o Ua PAINTED WHITE w w ' 1H = � i VIF N X = I N J 2-13/4 117/8"LVL HEADER 1 2-13/4"X 117/8"LVL HEADER 3-2 X:10 GIRDER N � L_ J APRON —� Scofield Residence 4x4 POST Orient, NY DOOR DOR POT T 7'-6" 10'-4" 7'-6" 3'-10" +/-12'-2 1/2" UP 3'-10" EQ.B EQ. B EXISTING EXISTING EXISTING VIF 25'-4" +/-19'-10 1/2" GARAGE VIF .1 45'-2 1/2" 1 St. Floor Plan VIF Scale: 1/4" = 1'-0" 1 All Drawings Printed on 11x17 Paper Scale is 50%Scale Above -300 FIRST FLOOR PLAN A— 10 1 1 Scale: 1/4" = 1'-0" © 203 Meryl Kramer Architect All Rights Reserved DRAWING ISSUE DATES Engineer Set 05.15.2014 Prelim.Pricing 05.28.2014 Engineer Set 08.11.2014 Bid Set 11.07.2014 Permit Set 12.22.2014 Construction Set 00.00.0000 REVISION DATES \r'jfVkED ARchi �G •��R. K �� 024802 "9 OF NEW�O(i -- ---------------, i--------------- t I I I k I I NEW 2X10 RR SIS1 ERED TO EXIST.R S I NEVI)2X10 RR @ 16"C.C. k . . .... ............ ................. ......_......... ....................... .. ........ TTIC/ I Drawing Legend: f k �TORAGE _ _ _ _ _ _ Wall To Be Removed Wall To Remain I I 1 to I I w I i New Wall I New Foundation Wall o f x _----_—_ Lines Above 13'-6 1/2" of X I o I -------- ---- Lines Below DORMER i ROOF BELOVN J I C14I J IROOF BELOW F —_ —.—.__ — Guidelines 04 2'-1" 3'-11/2" 3-11/2" 3'-11/2" 2'-1" I i — — -- — - Fence - k m 7'-6"WALL REUSED CLAW OOT ( k SPRAY FOAM 101 Door Tag TUB WINDOW WINDOW WINDOW WIN OW I cN N CL. INSULATION AT WALL \ 101 Window Ta k 1g ----------- -s g 1 N k ( I° I -�- __— - A zx Section X, _ 0 I I i I DOUBLE RR _ —W —y `- „ I L =J ' I 1 ,� ) I 5 1/2" 1 `n 2 N. Sheet A XXX 3-13 "X 5 1/ " LVL HDR @ I 5 1/2 81-311 3 1 2 III _ —_13-4 3/4 1 _ p w 31-2" I 7 ALL WI DOWS DORMER N o 7 BEDROOM 3 > I + > -300 ( x Detail Tag I O I O v L� 3 O BATHI2 ' 1 JEW 2x10 CJ @ 16 O.C. \0 z x 00 @ 7'-0" ALL w I I I I Ilk Elevation Tag (� Lo m I I I \ c X O ------P- - rm, o-M I o I I I 1 I ? iii` o x f -------------- z . X10 RR@ 16 OC , I \ / '� 00 M f / � @ — I I -"- ' �° I- xOx Interior Elevation Tag 2-2X1 HDR c� P. — LO F Line of 5'Hea4t. N I - uo I F_ r*_ I I I I N W CODE CC MP IAT W D STAIR SbI D ,AIL U'60 N 4 .11 I cM kI � Ua 3-13/4"X o 6'-0" KNEE%AiA L Ill i u pNr I -- - s' f— -- -- -�.-- — — — — — — — 1/2" LVL H R N III I ' I `✓ 0 111 z Off/ o _ 09 8 clg. h . 2-13/4"X 9 1/4" VL RR w 111 N 1�, I k I �ti X POST TO RI GE w iv O f I —- --—-- -- -J m 1 ii ABOVE _——_ I, 0 1 `tib• SPRAY FOAM `�' _ POS RI E o t� --- / INSULATION AT WALL `� o ABO E co I HALL I m )�► 3 j I 0 - p U I 0 _ -_- CO CONNECTION w i11 _�_ w I ------- - ------- -- - -- - ------ - - 13/4"X 117/8" LVL RIDGE \> i'n 11 P ST TO VALLEY E I IN z - + t I -'( rl / J M Co jl '-0"CEILING I / I/ IIIi CV (g M E R Y' L K R A M E R 3 1 ao I r? `` U x z O a r c h i t e c t 05'�_ I ' 10 1 �I \\ �i NEW 2x10 RR @ 16 O.C. ___ I co X -300 X �o�� o CATHEDRAL N LIN. \ j �I 'S�> ` CEILING @j o r\{ ° LL-017 �� I NEW 2x10CJ@160.C. I rr l i "'� — w \ �� W 1 z I I _ _ m ATTIC/ 9G� L m f 5'Hea t. ——— -_ --B Ti#r, - J� I J Cr 1 � c 13 ( ft 7 N f a TR ET STORAGE 9 BEDROOM 1 o rl p�. , I w 0 7'0"WALL \ r r " X x'51/2 � \@ � m POST OFFICE BOX 683 f I � x 5 1/2 12'-7 1/2 N 3 1 2 8-10 ti�/ � I ( o I cv ( � � � , k 2 10 RR@160.C. I 2X10 RR@160.C. T - I „ w N ATTIC/ I I BEDROOM 2 �"k O k 70 WALL z \ tk STORAGE I 1 N I � � GRE EN P0RT•, NY 1 19 9 t Irl z N r- �- I X x O I Y I I I �� I N I z i;f 6 3 i a If 7 - S 7 3 G 2 I 2 lf') ---� __i I I I M i t AINTAINCODE_)., _j mkar• ch i t e c t c o m 2 i`I R D CLEARANCE I I c� Q 1 I o m k I 3-13/4 X 5 1/2 LV HDR @ I k 0�8 I 1 _ o o ALL WIN OWS @ DORMER -500 CL I I I = __= __ L-7 z c I c I 500 i EXIST.2X8 RR @ 16 O.C. i 1 1 1 I 1 1 l i k H EK WALL i I I i ROO BELOW i I I I -- DOUBLE RR — —J 2-2X1 HDR Ii —_—__— t J Scofield Residence WINDOW WINDOW WINDOW WINDOW WINDOW WIN OW ALIGN DORMER WALL ON 3'-2" Orient, NY GARAGE SOUTH WALL 2'-1" 3-11/2" 3'-11/2" 31-11/2" 6'-2" 2'-11 1/2" 2'-1" - I 22'-8" I DORMER 2nd. Floor Plan Scale: 1/4" = 1'-0" All Drawings Printed on 11x17 Paper Scale is 50%Scale Above 1 A- 102 -300 © 2013 Meryl Kramer Architect All Rights Reserved DRAWING ISSUE DATES Engineer Set 05.15.2014 Prelim.Pricing 05.28.2014 Engineer Set 08.11.2014 Bid Set 11.07.2014 Permit Set 12.22.2014 Construction Set 00.00.0000 REVISION DATES R. K T� ��� �,A 024802 .- ��OF NEIN X04 T-------------------------------------- -----------------------------------� I I I I I I I I TYP. ROOF CONSTRUCTION @ EXIST. ROOF: I REMOVE EXISTING ASPHALT SHINGLES, Drawing Legend: PLYWD,CEDAR SHINGLES AND LATH TO i i Wall To Be Removed EXPOSE EXISTING 2X8 ROOR RAFTERS I I PUT NEW ASPHALT SHINGLES ON 30 LB. i I Wall To Remain ROOFING FELT ON 1/2" PLYWOOD New Wall SHEATHING i SLOPE 11/12 SLOPE 11/12 i I � I New Foundation Wall i I I I I I _—______ Lines Above I I ------------ Lines Below — — — — — Guidelines I I — — — — - Fence I I 101 Door Tag I I I I O 101 1 i Window Tag Ir---------------------- I I I -300 I i i Section X, I I SLOPE +/-3/ 12 i Sheet A-XXX Detail Tag SLOPE +/-5.75/ 12 I I I x I i i Elevation Tag I L I r------------------------------------------------T------------j �j W xx Interior Elevation Tag I N I I O 4x I 3: ci I I 0 I X I \ 1 II N I I? 1 I w I c-I I I I I L Iw NEW DORMER I OW. I a Ci I o I I I J I U) I I I U) I I I I I j W INN IW 4 I I I 0 � I I I LU i M E R Y L K R A M E R Z I a r c h i t e c t I I I I I I I I N rl I N I I rl I \ I I w i m NEW DORMER I 213 E . FRONT STREET p I I a I POST OFFICE BOX 683 O I I GREENPORT, NY 1 1944 I I I I I ------------------------------------------------------------ 6 3 1 - 4 7 7 - 8 7 3 6 I SLOPE 11/12 SLOPE 11/12 NEW CRICKET m k a r c h t e c t c o m I I + (V I W I CHEEK WALL a- \ CHEEK WALL O L cn Iri I r------------ I SLOPE 11/12 SLOPE 11/12 Scofield Residence Orient, NY 1 -300 Roof Plan W/4��— scale: 1/4" (D—�R Scale: 1�-0�� All Drawings Printed on 11x17 Paper Scale is 50%Scale Above A- 103 © 2013 Meryl Kramer Architect All Rights Reserved DRAWING ISSUE DATES Engineer Set 05.15.2014 Prelim.Pricing 05.28.2014 Engineer Set 08.11.2014 Bid Set. 11.07.2014 Permit Set 12.22.2014 Construction Set 00.00.0000 REVISION DATES ......... ..... - ... . .. ---------------- Dormer Knee Wall HT. ___-=====_===== - - - -- - - - - - - -- -- - - -- -- - - - - _ II II I � IIf I O II I I I IIS I C? CEREDAr? C Q�C'G\ 'A� �A - -- - -- -—�r; Exist. 2nd Fin. —Fb—or— 01) -- ---- ---- -- ---- --- - - - -- --" -- -- - -- - - - -t�I -- - - - - - -- - -- - - - - - - - - -"- - -1iI W - - - -- -- - - - g,K� �..►�i - ` 024802 .� OF NEW�pEi WOOD RAILING,SEE p 0 DETAILS @ 6/A500 CODE COMPLIANTId ; HANDRAIL1-11T F 71 11 Exist. 1st Fin. Floor -- - -' _ --; - Drawing Legend: - ---- ----,--- -- --- --- -- ---- -- -- -- --- --- + 1X4 CEDAR BOARDS W/ Wall To Be Removed 1/2"GAP Wall To Remain > p� New Wall TO Garage Slab t New Foundation Wall --- ---- -- --- -- -- ---- -- - -- -- --- --- -- _ Lines Above I I I I I I I I • I I I I I I I I ------------ Lines Below I I I I I II I L___J Guidelines — — — — - Fence 10:1 Door Tag � North Elevation Scale: 1/4" - 1'-0" O Window Tag so i Section X, Sheet A-XXX Detail Tag xY � Elevation Tag x �x Interior Elevation Tag X NEW 2 STORY ADDITION NEW DORMER DDITION ON EXIST. ROOF LINE OF EXISTING f M IE R Y L K R A M E R DORMER TO BE a r c h i t e c t REMOVED y -. ....... --- v- ---- - --- --- --- --- - - - -- - - - -- -- - - - -'- I - 213 E . FRONT STREET POST OFFICE BOX 683 NEW DORMER GREENPORT, NY 1 1944 is � ►-! 6 33 I - 4 7 7 - 8 7 3 6 LINE OF EXISTING ROOF ib " m k; a r c h i t e c t c o m NEW GARAGE ADDITION NEW PENTROOF Exist, 2nd Fin. Flomr = — _ — _ — - -- -- --� -- - - - - - - - - - - - - - - -- - - - - - - - - - -- - - - - - - - - - -.- -- - - - - - -- - -- ---- - .- -_M - --- - -- --- co 3'-4" A Scofield Residence i d ence I NEW SCREENED PORCH Orient, NY - -- - - - - - Exist. 1st Fin. Floor _ 1 � �\ NEW DECK East & North Elevations ti Scale: 1/4"= 1'-0" All Drawings Printed on 11x17 TO Basement Stab - - - -- - "- - - - -- --- - - - - - - - - - Paper Scale Is o Scale Above 2 East Elevation Scale: 1/4" = 1'-0" A-200 © 21013 Meryl Kramer Architect All Rights Reserved DRAWING ISSUE DATES Engineer Set 05.15.2014 Prelim. Pricing 05.28.2014 Engineer Set 08.11.2014 Bid Set 11.07.2014 Permit Set 12.22.2014 Construction Set 00.00.0000 REVISION DATES ... .. PROPOSED - DORMER _ � .. - _. ADDITION .. 5 ��G���L R K�� FCA 1` REDUCE SIZE OF EXISTING DORMER NEW ASPHALT SHINGLE F F F F F F F ROOFING THROUGHOUT (S',T� 024802 �. NEW CEDAR SHINGLE SIDING -- �pFNvO THROUGHOUT Drawing;Legend: Wall To Be Removed Wall To Remain p PROPOSED SCREENED < A > PORCH ADDITION ew all New Foundation Wall ---- ---- Lines Above STOOP AND STEPS ------------ Ines Below EXIST BRICK L' — — — — — Guidelines — — — — - Fence STUCCO FINISH,ALL - 101 THROUGHOUT @ EXPOSED Door Tag FOUNDATION WALLS 101 Window Tag x Axxx -, Section X, �\ Sheet A-XXX E 1---I J Detail Tag South Elevation � � 1 Scale: 1/4" = 1'-0" x Elevation Tag Ox xxx x Interior Elevation Tag x PROPOSED TWO STORY ADDITION PROPOSED GARAGE ADDITION \ j LINE OF EXISTING DORMER TO BE REMOVED O M E R Y L K R A M E R - _ _ h t a Ir _ . . - - c e c t _. J 213 IE . FRONT STREET H H I 3 POST OFFICE BOX 683 - I - GREE NPORT, NY 1 1944 a I 500 0 60 6 3 1 4 7 7 8 7 3 6 / ---- ----------- SHINGLE SIDING m a r c t o c t c o m NEW CEDAR SH k h THROUGHOUT I I Attic Floor - - - _ - - - - - - -- - -- - - -- - -- - - - -- -- - - - - -- - - -- --- - -- - -- - - - - - - - --- - - - -- -- -- - -- - -,.._ - - -- -. _ - -- - - -- - - - - . - - - --� -- - - --- - ----- --- — - - - £££/ Exist. 2nd Fin. Floor - ._j I M - - --- --- --- - - - -- -- - - - - - - - - -- - - - - - - - - - - - Co _I T _I I 0 LL WOOD TRELLIS - --- D B o m REPLACE EXISTING WINDOWS Scofield Residence :7d UB A L� � ti THROUGHOUT Y LU NEW WOOD RAILING Orient, NY 0 \ 1 - -- I— \ - -`- - -- "- --- -- - Exist. 1st. Fin. Floor i I D EXIST MASONRY STOOP TO REMAIN TO Garage Slab South & West CUT EXISTING OVERHANG Elevations DOWN TO 8". PROVIDE NEW FREEZEBOARD&FASCIAAll Scale: 1/4"= 1'-0" wings inted on 11x17 -- - -- - - - - -- -- - - - - - -- --- -- -- --- -- -- --- -- ---- --- --- ---- - -- -- - -- -- ------- -- -- -- -- - — - Paper Scale isr50%Scale Above CODE COMPLIANT TO Basement Slab aJ HANDRAIL 1X4 WOOD SLATS W/ 1/2"GAP 2 West Elevation A-201 Scale: 1/4" = 1'-0" 79n Vri7 REMOVE EXISTING ACCESS PANEL & PATCH CONCRETE WALL © 2013 Meryl Kramer Architect All Rights Reserved DRAWING ISSUE DATES Engineer Set 05.15.2014 Prelim.Pricing 05.28.2014 NP. NEW ROOF CONSTRUCTION Engineer Set 08.11.2014 NEW ASPHALT SHINGLES ON 30 Bid Set 11.07.2014 B. ROOFING FELT ON 1/2" PLYWOOD SHEATHING Permit Set 12.22.2014 Construction Set 00.00.0000 REVISION DATES . 12 8"THICK OPEN CELL SPRAY FOAM .. �. INSULATION (R-30)@ ROOF .' NEW DORMER - / / \ \ -- ------- - - Dormer Plate Height FM (SFtE D ARC //�;/��� `.\ ���\ _, 2 X 8 FJ @ 12"OC W/ BATT ��G� R. Kiq,9y��FO '• �� o INSULATION o �� fit ,• BEDROOM 1 ~ �` ~ LU co LU CHEEK WALL BEYOND *� 00 = F N + _ 2X8 RR @ 16"O.C. u> _ s�q 024802 New 2nd Floor ---- ---- - ____ - ----- - -500 - -- ---- ----- ------ -- \ — - - - - - - ... SOF NEO'O - -- - - - - 00 -- - - - - ' ' -- --- - TYPICAL NEW WALL CONSTRUCTION: CEDAR SHINGLES ON 15 L z ~ CED B = BLDG PAPER ON 1/2"CDX PLYWD ON 2X6 WD STUDS, 16" ih X z MASTER B OC W/3"CLOSED CELL SPRAY ti = t FOAM INSULATION (R-18.9) DrawingLegend:end:BEDROOM ¢ "iMINERAL WOOL ° I - - - - - - - - Wall To Be Removed \ i "U INSULATION m ° L all To Remain ° F� ° -- - ° I -- - - - — - New Wall E-° _ I — -- -- -- - 1st Fin Floor I i i New Foundation Wall EXISTING SLAB ON GRADE _-______ Lines Above ----- ------- Ines - - - •... •. .. . .•... --- ------------------------ --- - - --- - -- --- -- - ---- - - ----- -- -- — — ---- -- — — — — - - - - - - Below ;.- � Existing Garage Slab L' _ i - - - - — Guidelines Fence .�.•.. ::;'`; _ r�� Door Tag Window Ta g Axxxx -, Section X, Sheet A-XXX 1 Buildin Section s--� Detail Tag Scale: 1/4" = 1'-0" �d Elevation Tag TYP. ROOF CONSTRUCTION @ EXIST. ROOF: x xxx x Interior Elevation Tag REMOVE EXISTING ASPHALT x SHINGLES, PLYWD,CEDAR SHINGLES AND LATH TO EXPOSE EXISTING 2X8 ROOR RAFTERS- NEW ASPHALT SHINGLES ON 30 LB. ROOFING FELT ON 1/2" 8"THICK OPEN CELL SPRAY FOAM NP. NEW ROOF CONSTRUCTION PLYWOOD SHEATHING INSULATION (R-30)@ ROOF NEW ASPHALT SHINGLES ON 30 '. LB. ROOFING FELT ON 1/2" s NEW DORMER I EXISTING 6"x 13/4"@24"OC PLYWOOD SHEATHING 12 RRs TO REMAIN IF POSSIBLE , 12 8"THICK OPEN CELL SPRAY FOAM (2)13/4"X 117/8 RIDGE INSULATION (R-30)@ DORMER ROOF M E R Y L K R A M E R EXISTING DORMER TO BE 'x; NEW DORMER a r c h t o c t REMOVED ` 2x4CJ@16"OC NEW CEILING JOISTS New Dormer Knee Wall Height w ---- ----- --- - - - - >- - - ----- - --- - ----- - - -------------------------I----- - ------ ��� 117/8 TJI FJ @ 16"OC I New Dormer Knee Wall Ht. 2 1 3 E . FRONT STREET POSY OFFICE BOX 683 IBEDROOM 3 BATH 2 �`. ----------------------- -- - ------------- - _------------ _----------- - ------ --- --- --- -- -------------- _ NEW BATT INSULATION ATTIC G R E E N P O R T, NY 1 1 9 4 4 � I C? \ 0 6 3 II 4 7 7 - 8 7 3 6 � O o I 12 � � � � � EXISTING ROOF FRAMING TO m k a r c h i t e c t c o m REMAIN EXISTING ROOF TO 6"THICK OPEN CELL SPRAY FOAM 2nd Fin. Floor REMAIN ---- INSULATION R-22 BETWEEN ALL 2nd Fin Floor ( ) N i- - - ------- - --------------------------------- ---------- - - -EXISTING ROOF RAFTERS -- - - - - - r, STUDY HALL POWDER LAUNDRY/ I _---- 4 EXIST.2X8 FJ @ 16"OC 5" PC SLAB W/6X6 W1.4 X RM MUDROOM -500 W1.4 WWM 5/8"NPE X GWB @ ui 3"CLOSED CELL SPRAY FOAM INSULATION WALLS AND CLG AS w �? z AT ALL EXISTING WALLS PROVIDE CONTINUOUS PER CODE Scofield Residence ~ 0) J NEW GIRDER NEW DECK EXPANSION JOINT @ GARAGE X v PERIMETER OF SLAB EDGE Orient, IVY USING 1"XPS FOAM - -- z I 1 1st Fin. Floor 1st Fin. Floor i- - - - --- ------ --------- - - ---- -- -- - - - -- ------- -- -- - -- .- . - - - - -- -�- - - -I - -- - - - -------- - ---- --- -- -- --- ----- -------- ------- ------ � I 0 � I TO Garage Slab I i (g z — - - - Z a� - EXISTING BASEMENT .y. 1 .. � I ... .. III ,..,..,... ��� 'wb. ..-.I -, ,:• . •, i..,......,i11...r.: -•.I._.. .: .. � •-.... .• • : I.I . •:...•.;•. ;•..:_�: _ — Ln _ _ ::' _ III—nil <'s - X _ =q ,� _ COMPACTED FILL - sections — — - - - �- — I L1111 — _ •�. s'. i _ �_ — = Scale.. 1/4 1 0 AFF Basement --- - 7 - All DravNings Printed on 11x17 — � �� � � �� ., . , . • , : •, • ..... . •- :.•,.. •' .. ::.... . .. ..... -• • -:... •. ,.:. ,.. i ..i .. I - I � I _ Paper Scale is 50%Scale Above — -500 — - I IIII—IIII=IIIIIIII—IIII IIII IIII=IIII IIII IIII=1111 IIII=IIIIIIIIIIIIIIIIIIIIIIIIIIII=IIII— IIII= IIII=IIII—IIII1111_ 1111=IIII- IIIIIIIIIIIIIIIIIII—IIII IIII=1111 IIIIIIII-IIIIIIII=1111 IIII=IIIIIIIIIIII Buildin Section Buildin Section Garage A-300 2 Scale: 1/4" = 1'-0" 3 Scale: 1/4" = 1'-0" © 201:3 Meryl Kramer Architect All Rights Reserved DRAWING ISSUE DATES WINDOW UNIT CEDAR SHINGLE — \ Engineer Set 05.15.2014 SIDING ON 15#BLDG. PAPER ON 1/2" �uJ Prelim.Pricing 05.28.2014 PLYWOOD SHEATHING (TYP.) (0Engineer Set 08.11.2014 ��—� J Bid Set 11.07.2014 GARAGE (n METAL FLASHING Permit Set 12.22.2014 Construction Set 00.00.0000 CHEEK WALL REVISION DATES 5/4"VERSATEX FRIEZE KNEE WALL BOARD BETWEEN RAFTERS 2-#5REBAR °.,�. Od ;,:;,..;:::, 2x6 W/ 1/4"GROOVE 12 1/2"X 12"A.B.@ 32"O.C. ' W/3X3 WASHER ASPHALT SHINGLES 5.5 PARGED CONCRETE 3X6 @ 24"O.C. SMOOTH FINISH @ ALL k EXP OSED '� a a 1x4 VERSATEX FASCIA SIMPSON H2.5 STRAPS SURFACES(TYP.) 9 ,,, ;� a, CV x6 RIPPED DOWN TO 3 1/2 X 4 1/2 -- - -- - -- -_ — — — - -- - RAFTERS TO BEAM 2X4 STUD WALL W/RIGID "'" 4a' A INSULATION FILL dMl G\ Cy/ FREE-DRAINING BACKFILL • �; \ `� 4' 4x6 BEAM1.R /`,�� 9 1/2" 41/2" 1/2' ��.. ------- ------- ------ - ---- ---- --- - - - -- --- ---- - �� 8"REINFORCED C.I.P. ' z EX END BEAM CONCRETE FOUNDATION ;� d p WALL W/CONTINUOUS J-COT E WATERPROOFING a E,€ : 6x6 RIPPED DOWN TO 4 1/2"X 4 1/2" HALF ROUND METAL GUTTER APPLIED BELOW GRADE ON �' eta I : ' 1 8X16X12 C.I.P.FOOTING, MIN.3'-0"BELOW GRADE ` GQ$� (TYP.) 2"x 5 1/2" (3x6) BACKPLATE 3'-6" ! /F EXPANSION JOINT ! 3-2X10 GIRDER CLAD WITH �FNEWY VERSATEX SHEATHING ! ' S A, k' ! SIMPSON AC4(MAX) 2"RIGID INSULATION a— m 4 1/2 (A DS) x 10 I E.> - •e - 2-#5REBAR — ° d o CU AT O COLUMN TO BEAM 2XISV-GROOVE DECKING 51/2 w �! 4 `.;•??£_ „ ' fE-.YFt< ;I xe F#3' / �k_ e _ E' ,. .... ..... ;,... HS3 r . ¢ �' .•43'.{ ( Drawl s � ' 3 I w 'n Le ,€ , — — — - Wall To Be Removed U. ! 4X4 POST,CLAD WITH Wall To Remain f ! VERSATEX SHEATHING C7Scale: 1" = 1'-0" 3A Back late Elevation 3 Entr Pentroof Section Detail New Wall Wall ection Scale: 1" = 1'-0" Scale: 1" = 1'-0" : . ,. . New Foundation wail ! 0 -------- Lines Above Y ------------ Lines Below !i w TYP.ROOF CONSTRUCTION — — — — — Guidelines - '- NEW ASPHALT SHINGLES ON 30 o w :...,.: — — — — - Fence PLYWOOD SHEATHING \ O \\ + o� O 101 Door Tag LL m �. 2x4 CEDAR HANDRAIL CAP 101 � Window Tag TYP. OVERHANG �`� 4x4 CEDAR POST CONSTRUCTION: �\ Section X, ❑ v ASPHALT SHINGLES ON 30 LB. \ Sheet A-XXX - ROOFING FELT ON 2X6 V \ \ 2x2 HORIZONTAL CEDAR RAILS GROOVE DECKING ON 2X6 _ ___ ______________ _________-- . LL� RAFTER TAILS TO MATCH EXIST. Detail Tag f @24" OC Elevation Tag t \ 5/4 X VERSATEX FRIEZE `� ❑ 5 1/2" ; " . BETWEEN RAFTER TAILS €` x outside „�. ;.:: ` ❑ _ _ ,. xOx Interior Elevation Tag ` / OD DECKING VERSATEX TRIM — 5 4 X 4"WO X El _._.. .;..; ,...I_.....:_ / / FT SLOPE 1 8" line of wall below _ _ _lineofwallbelow --- ----------------- t !:,.,.:• ,�. (2)2X8 ACQ GIRDER 2X8 DJ A Q@ 16"O.C. 2 2 2 C > ' 4 (2)5/8 INCH GALVANIZED BOLTS, NUTS,AND WASHERS 1X4 VERSATEX FASCIA a 'n \•.i ANDERSEN 400— 4 4 4 ' M E R Y L K R A M E R SERIES CASEMENT a EY d d SIMPSON LUS26 HANGER a r c h i t e c t WINDOW - - - --- - - - - - line of wall below line of wall below d . 2X8 ACQ LEDGER PAINT EXPOSED RAFTER TAILS ....._1...;...1...1...:.............. line of sill 1'-4 PAINTED WOOD TRIM — OVERHANG MATCH EXISTING & ROOF DECKING 1X4 CEDAR BOARDS W/ 1/2"GAP a 21 3 E ., FRONT STREET inside ° ,d POST OFFICE BOX 683 a GRE ENI PO RT, NY 1 1944 a ------ -- --- -- -- - - - d a - - - - -- -- - — 6 3 1 4 7 7 - 8 7 3 6 Casement Window Plan Detail @ 5 1 2" S ace a) Soffit Detail a 1 Scale: 3" = 1'-0" 4 )_Mca 3" = 1'-0" 4 4111! SIMPSON LCB44 m k a r c h i t e c t c o m COLUMN TO FOOTING 'a. _ •': 4`d , - I III- - a,.. outside — ° _ 14 — 5/4"x CEDAR BOAR 31/2" Scofield Residence � � . .a ' .• — PLYWOOD SHEATHING 44 POST = • d d _ 4• ' a ,.; Orient, NY VERSATEX TRIM — BUILDING PAPER 3/4"x CEDAR CLAD 1/2" SCREENED PANEL UNIT 1/2" a _ line of wall below _line of wall beto_ _- 1/2"SCRIBE d a ' a , A 5/4"X 11/2"SCREEN STOP.-- d dA 4 a. a = 2 2 BOARD a ,,.,<.........._._.,;,,._...........; :.,. INSECT SCREEN d ° . ° ANDERSEN 400— 4 4 = SERIES AWNINGLO WINDOW 5/4"XCEDAR BOARD — — Plan & Section Details line of wall below line of wall below — — line of sill Scale: As Noted PAINTED WOOD TRIM — All Drawings Printed on 11x17 Paper Scale is 50%Scale Above inside Screen Porch Plan Detail 6 Side Covered Porch Section Detail 2 Awnin Window Pian Detail 13 1 2" S acin 5 Scale: 3" = 1'-0" Scale: 1" = 1'-0" A_500 Scale: 3" = 1'-0" © 2013 Meryl Kramer Architect All Rights Reserved c