Loading...
HomeMy WebLinkAbout1000-71.-1-5 OFFICE LOCATION: ��OF SO(/ryO MAILING ADDRESS: Town Hall Annex ,`O l0 P.O.Box 1179 54375 State Route 25 Southold, NY 11971 (cor. Main Rd. &Youngs Ave.) Southold, NY 11971 G • Telephone: 631 765-1938 �OIyCOU�,��� LOCAL WATERFRONT REVITALIZATION PROGRAM TOWN OF SOUTHOLD MEMORANDUM To: Glenn Goldsmith, President Town of Southold Board of Trustees From: Mark Terry, AICP LWRP Coordinator Date: March 14, 2022 Re: LWRP Coastal Consistency Review for JOHN & LYNN SCOTT SCTM# 1000-71-1-5 The Zoning Board of:Appeals found the action as consistent in their47594 decision.:,; En-Consultants on behalf of JOHN & LYNN SCOTT requests a Wetland Permit to partially reconstruct, alter, and renovate existing 1 & 2 story dwelling and appurtenances as follows (project meets Town Code definition of demolition): partially reconstruct, in-place (i.e., provide new roof and partially reconstruct existing walls over existing deck/foundation, to remain), approximately 848sq.ft. one-story portion of dwelling and 1,081sq.ft. two-story portion of dwelling; remove 56sq.ft. portion of dwelling; construct 439sq.ft. waterside porch (within existing footprint of 514sq.ft. porch), with 5.5'x6.6' steps; construct onto one-story portion of dwelling a 16sq.ft. one-story addition, 22sq.ft. one-story addition, and 283sq.ft. deck addition with 7'x7' hot tub and 3.2'x4.1' steps; construct onto two-story portion of dwelling a 37sq.ft. covered porch entry and a 128sq.ft. 1 &2 story addition in place of existing second floor enclosure/overhang and roofed-over patio; relocated basement entrance and construct 30sq.ft. stoop and 5.4'x8.4' steps; remove garage overhang; renovate garage and install 104sq.ft. stone apron in place of concrete apron; install 336sq.ft. pervious gravel patio, 222sq.ft. pervious patio, 86sq.ft. masonry patio, 4'x8' outdoor shower over stone pavers, various stepping stones, and concrete HVAC pad; place and grade approximately 50 cubic yards clean fill to raise grade up to one (1) foot, on waterside of dwelling; install 142 linear feet of masonry retaining wall (max:3' high), along westerly property line; remove existing trellis, timber retaining walls, and steps, install 30 linear feet of masonry retaining wall (max. 1.5' high), and place approximately 125 cubic yards clear fill to raise grade up to 2.5', on landward side of dwelling; remove driveway and install new pervious gravel driveway with 396sq.ft. parking areas; remove existing conventional septic system and install new I/A sanitary system, install stormwater drainage system, abandon drinking water well; remove overhead electric service, replace buried LP tank and generator, and install public water service, buried electrical service, and closed loop geothermal filed; remove and replace in place 4'x6' wood landing and 4'x6' wood steps to beach; and.to establish and maintain area seaward of dwelling as a non-turf buffer area. Located: 495 North Parish Drive, Southold. SCTM# 1000-71-1-5 The proposed action has been reviewed lo Chapter 268, Waterfront Consistency Review of the Town of Southold Town Code and the Local Waterfront Revitalization Program (LWRP) Policy Standards. Based upon the information provided on the LWRP Consistency Assessment Form submitted to this department, as well as the records available to me, it is my recommendation that the proposed action is INCONSISTENT with the Policy Standards and therefore is INCONSISTENT with the LWRP under Board of Trustee jurisdiction. 1. The applicant proposes increasing the grade by 1' using 50 CY of fill seaward of the residence. How will the grade change affect adjacent properties? 2. The applicant proposes to raise the grade landward of the residence by 2.5' with 125 CY of fill. This is a large amount. How will the grade change affect adjacent properties? There is still a concern about the proposed fill and site drainage. The fill will raise the grade and there is no indication in the file record that the adjacent properties would not be impacted. Pursuant to Chapter 268, the Board of Trustees shall consider this recommendation in preparing its written determination regarding the consistency of the proposed action. Cc: Damon Hagan, Assistant Town Attorney Town of Southold LWRP CONSISTENCY ASSESSMENT FORM A. INSTRUCTIONS 1, All applicants for permits* including Town of Southold agencies, shall complete this CCAF for proposed actions that are subject to the Town of Southold Waterfront Consistency Review Law. This assessment is intended to supplement other information used by a Town of Southold agency in making a determination of consistency. *Except minor exempt actions including Building Permits and other ministerial permits not located within the Coastal Erosion Hazard Area. 2. Before answering the questions in Section C, the preparer of this form should review the exempt minor action list, policies and explanations of each policy contained in the Town of Southold Local Waterfront Revitalization Program. A proposed action will be evaluated as to its si nificant beneficial and adverse effects upon the coastal area (which includes all of Southold Town). If any question in Section C on this form is answered "yes" or "no", then the proposed action will affect the achievement of the LWRP policy standards and conditions contained in the consistency review law. Thus, each answer must be explained in detail, listing both supporting and non- supportin2 facts. If an action cannot be certified as consistent with the LWRP policy standards and conditions, it shall not be undertaken. A copy of the LWRP is available in the following places: online at the Town of Southold's website (southoldtown.northfork.net), the Board of Trustees Office, the Planning Department, all local libraries and the Town Clerk's office. B. DESCRIPTION OF SITE AND PROPOSED ACTIONKECEI'VED SCTM# 71 - 1 _ s F MAR ,06 8 2022 PROJECT NAME John&Lynn Scott — wn The Application has been submitted to (check appropriate response): Planning Board Town Board ❑ Planning Board❑ Building Dept. ❑ Board of Trustees Category of Town of Southold agency action (check appropriate response): (a) Action undertaken directly by Town agency (e.g. capital ❑ construction, planning activity, agency regulation, land transaction) (b) Financial assistance (e.g. grant, loan, subsidy) ❑ (c) Permit, approval, license, certification: Nature and extent of action: See attached project description. JOHN&LYNN SCOTT 495 NORTH PARISH DRIVE SOUTHOLD,NY SCTM#1000-71-1-5 Partially reconstruct, alter,and renovate existing 1 &2-story dwelling and appurtenances, as follows: partially reconstruct, in-place(i.e.,provide new roof and partially reconstruct existing walls over existing deck/foundation,to remain), approximately 848 sf, 1-story portion of dwelling and 1,081 sf 2-story portion of dwelling; remove 56 sf portion of dwelling; construct 439 sf waterside porch(within existing footprint of 514 sf porch), with 5.5'x 6.6'steps; construct onto 1-story portion of dwelling a 16 sf 1-story addition,22 sf 1-story addition, and 283 sf deck addition with 7'x 7'hot tub and 3.2'x 4.1'steps; construct onto 2-story portion of dwelling a 37 sf covered porch entry and a 128 sf 1 &2-story addition in place of existing 2nd floor enclosure/overhang and roofed-over patio; relocate basement entrance and construct 30 sf stoop and 5.4'x 8.4' steps;remove garage overhang,renovate garage, and install 104 sf stone apron in place of concrete apron; install 336 sf pervious gravel patio, 222 sf pervious gravel patio, 86 sf masonry patio, 4'x 8'outdoor shower over stone pavers,various stepping stones, and concrete HVAC pad;place and grade appro�50 cy clean fill to raise grade up to 1 foot,on waterside of dwelling) install 1421f of masonry retaining wall(max. 3'high), along westerly property line; remove existing trellis,timber retaining walls, and steps, install 301f of masonry retaining wall(max. 1.5'high), and place approx&f25 cy clean fill to raise grade up to 2.5 feet, on landward side of dwellinaremove driveway, and install new pervious gravel driveway with 396 sf parking areas; remove existing conventional septic system, and install new UA sanitary system; install stormwater drainage system; abandon drinking water well,remove overhead electric service,replace buried LP tank and generator, and install public water service,buried electric service, and closed loop geothermal field; remove and replace(in-place)4'x 6' wood landing and 4'x 6'wood steps to beach; and maintain area seaward of dwelling as non-turf buffer, all as depicted on the site plan prepared by Barrett Bonacci&Van Weele, PC, last dated December 29, 2021. Location of action: 495 North Parish Drive,Southold Site acreage: 29,330 sf Present land use: Residential,single-family dwelling Present zoning classification: R-40 2. If an application for the proposed action has been filed with the Town of Southold agency, the following information shall be provided: (a) Name of applicant: John&Lynn Scott (b) Mailing address: .9 Deer Creek Lane Mt.Kisco,NY 10549 (c) Telephone number: Area Code 914-582-1373 (d) Application number, if any: Will the action be directly undertaken, require funding, or approval by a state or federal agency? Yes ® No❑ If yes, which state or federal agency? NYSDEC C. Evaluate the project to the following policies by analyzing how-the project will further support or not support the policies. Provide all proposed Best Management Practices that will further each policy. Incomplete answers will require that the form be returned for completion. DEVELOPED COAST POLICY Policy 1. Foster a pattern of development in the Town of Southold that enhances community character, preserves open space, makes efficient use of infrastructure, makes beneficial use of a coastal location, and minimizes adverse effects of development. See LWRP Section III - Policies; Page 2 for evaluation criteria. ❑Yes F-1No VN Not Applicable Attach additional sheets if necessary Policy 2. Protect and preserve historic and archaeological resources of the Town of Southold. See LWRP Section III- Policies Pages 3 through 6 for evaluation criteria ❑ Yes ❑ No ® Not Applicable LWRP CONSISTENCY ASSESSMENT FORM ADDENDUM FOR JOHN&LYNN SCOTT 495 NORTH PARISH DRIVE SOUTHOLD,NY SCTM#1000-71-1-5 POLICY 5& 6 The project seeks to implement structural and architectural design improvements that will a) modernize and increase the efficiencies of the existing dwelling; b) resolve structural deficiencies and leak-prone areas of the roof, and c) allow for the installation of second floor windows that will open up water views that are currently precluded by the existing dwelling and roof design. As a result of its design and additionally incorporated environmental mitigation measures described below, the project will further the goals of Chapter 275 and LWRP Policies 5 and 6 by protecting and improving water quality and the quality and function of the adjacent shoreline and tidal wetland ecosystem of Southold Bay. a. As a result of the removal of the existing brick patio on the waterside of the dwelling, the minimum wetlands setback from the surface waters of Southold Bay to impervious surfaces on the property will increase from 49 to 62 feet (existing/proposed waterside porch); and 670 sf of impervious surface area would be removed from the Town's wetland jurisdictional area. b. The existing minimum wetlands setback of 62 feet to the dwelling structure (waterside porch) would be maintained, as no footprint additions or reconstructed portions of the existing dwelling would encroach on that setback. c. As a result of the replacement of the existing 514 sf waterside porch with a smaller, 439 sf porch, the portion of the existing dwelling structure located closest to wetlands would be decreased in area by 75 square feet. d. The existing conventional septic system will be removed and replaced with a low- nitrogen, UA sanitary system consisting of an OWTS and leaching galleys located at least 162 feet and 169 feet, respectively, from the surface waters of Southold Bay. Unlike conventional systems, which are not designed or equipped to treat nutrients such as nitrogen, UA systems are designed to significantly reduce nitrogen loading into the groundwater and ultimately surface waters. e. A proposed stormwater drainage system is designed to capture and recharge potential runoff from the renovated dwelling and all other developed surfaces on the property, including the proposed outdoor shower and gravel driveway/parking areas. f. The entire area of the property situated between the existing dwelling and stone revetment structure adjacent to the beach will remain as a non-turf buffer area. g. A project limiting fence will be installed to contain site disturbance and potential surface runoff during construction. Attach additional sheets if necessary Policy 3. Enhance visual quality and protect scenic resources throughout the Town of Southold. See LWRP Section III- Policies Pages 6 through 7 for evaluation criteria ❑Yes ❑ No ® Not Applicable Attach additional sheets if necessary NATURAL COAST POLICIES Policy 4. Minimize loss of life, structures, and natural resources from flooding and erosion. See LWRP Section III- Policies Pages 8 through 16 for evaluation criteria ❑Yes 1:1 No ® Not Applicable Attach additional sheets if necessary Policy 5. Protect and improve water quality and supply in the Town of Southold. See LWRP Section III - Policies Pages 16 through 21 for evaluation criteria ®Yes ❑ No ❑ Not Applicable -SEE ATTACHED ADDENDUM- Attach additional sheets if necessary Policy 6. Protect and restore the quality and function of the Town of Southold ecosystems including Significant Coastal Fish and Wildlife Habitats and wetlands. See LWRP Section III - Policies; Pages 22 through 32 for evaluation criteria. ®Yes ❑ No ❑ Not Applicable -SEE ATTACHED ADDENDUM- Attach additional sheets if necessary Policy 7. Protect and improve air quality in the Town of Southold. See LWRP Section III — Policies Pages 32 through 34 for evaluation criteria. ❑ Yes ❑ No® Not Applicable Attach additional sheets if necessary Policy 8. Minimize environmental degradation in Town of Southold from solid waste and hazardous substances and wastes. See LWRP Section III - Policies; Pages 34 through 38 for evaluation criteria. ❑ Yes ❑ No ® Not Applicable PUBLIC COAST POLICIES Policy 9. Provide for public access to, and recreational use of, coastal waters, public lands, and public resources of the Town of Southold. See LWRP Section III - Policies; Pages 38 through 46 for evaluation criteria. ❑ Yes ❑ No® Not Applicable Attach additional sheets if necessary WORKING COAST POLICIES Policy 10. Protect Southold's water-dependent uses and promote siting of new water-dependent uses in suitable locations. See LWRP Section III - Policies; Pages 47 through 56 for evaluation criteria. ❑ Yes ❑ No ® Not Applicable Attach additional sheets if necessary Policy 11. Promote sustainable use of living marine resources in Long Island Sound, the Peconic Estuary and Town waters. See LWRP Section III - Policies; Pages 57 through 62 for evaluation criteria. ❑ Yes ❑ No ® Not Applicable Attach additional sheets if necessary Policy 12. Protect agricultural lands in the Town of Southold. See LWRP Section III — Policies; Pages 62 through 65 for evaluation criteria. ❑ Yes ❑ No ® Not Applicable Attach additional sheets if necessary Policy 13. Promote appropriate use and development of energy and mineral resources. See LWRP Section III - Policies; Pages 65 through 68 for evaluation criteria. ❑ Yes ❑ No ® Not Applicable PREPARED BY TITLECoastal Management specialist DATE 1/27/2022 Robert E. He ann Amended on 811105 S.C.T.M. NO. DISTRICT: 1000 SECTION: 71 BLOCK: 1 LOT(S):5 s s s434�6A�C� , F NIC �^ \ nF M 10 A Myly OV MOU i^♦ 0 00` M? l R ♦♦ 7 0 oU `° 62' 0 p� i, ♦♦♦ ♦♦ ° 00 64' 3 \ LOT COVERAGE i ♦ 0 (TOWN OF'SOUTHOLD) �♦ ♦� ♦ (BASED ON AREA LANDWARD OF TOE OF STONE ARMOR.26686 S.F.) ♦♦ ' ♦♦ 9 \ TOP Op _ 0 0 A DWELLING W/ENCLOSED PORCH: 2545 S.F. iiv ♦ pF?'�G ♦♦♦ $ NR. W00 , 0 GARAGE WITH 2ND FLR OVERHANG: 600 S.F. ♦ `L pd ♦� �ST�S S. TOTAL EXISTING COVERAGE. 3145 S.F. or 11.8% �' ♦♦♦ �``� ; 7 100' 6_ ♦♦ 6 ORlor LOT COVERAGE (IMPERVIOUS) ♦♦ ^ O �C PAn0 NYSDEC ♦♦♦♦off ♦♦♦♦ , IV U�Q SOF ?ON��r (EASED ON ARFA(LANDWARD OF MW.293M s1.) ♦ i 3sy. Q 9 DWELLING W/ENCLOSED PORCH: 2545 S.F. ♦♦ ♦� S m 3 0� 1 J GARAGE WITH 2ND FLR OVERHANG: 600 S.F. ♦ i DO� WOOD WALKWAYS: 381 S.F. ♦vi ,o:::: ::.. 90..:. ....:::: :::•:•: � TIMBER STEPS: 90 S.F. ♦Q::: BRICK PATIO: 670 S.F. BILCO DOOR: 25 S.F. ...................... :?=:: :: TOTAL EXISTING COVERAGE: 4311 S.F. or 14.7% D/ynR1.:.:: ..::.: c :.en•:. DVEf1Hi1b1&:..:•...... .... 1 O, 00•,:: :•:�.:••::::::::::::•......... 00 '`VL%t•; �'• ,0 ' �tEI 'ESE' I' 0 O fR1711S _' P. O Qg (p g s 1 I EL 8.0 d MIXED SAND Jj 1 1�/ cv OL AND LOAM FFA C I v SP ALE BROWN —3• co r ,'a ��. �j/ , FINE SAND `t -- — 7- __� d- •••3f LP GAS- - - WATER IN 6 PALE �, 1 BROWN SP FINE U.P. S SAND 000 I STEP �• 7 1 / ter-------------- l i 6 :' ',� /� i PATIO I rL------ NO WATER �j •F cb 1 I 12-04-20 �O Off/ E----r--� L--------I 1 McDONALD GEOSCIENCE 4 I •. � 0 1 ^� � 2 STORY I FRM. DWELLING LER RESO RCE NDW- o o� --� J �' coAST ti 1 --------s------------ � FEMA MAP#36103C0166H ' PARCEL IS LOCATED WITHIN THE E C E I-!&.yam 422.0' MON ' MON. COASTAL BARRIER RESOURCES SYSTEM AREA (11/16/1990) �lJ N75054'50°w 100.00, FLOOD ZONE X 0.2% ANNUAL FLOOD CHANCE FEB «- ' 2022 �u.P. REVISED 04-01-21 EDGE OF PAVEMENT REVISED 02-15-21 ADD TEST BORING 01-11-21 Southold Town NORTH PARISH DRIVE THE WATER SUPPLY, WELLS, DRYWELLS AND CESSPOOL Board of Trustees LOCATIONS SHOWN ARE FROM FIELD OBSERVATIONS AND OR DATA OBTAINED FROM OTHERS AREA:29,330 S.F. or 0.67 ACRES ELEVATION DATUM: �—�NAVD88 UNAUTHORIZED ALTERATION OR ADDITION TO 7HIS SURVEY IS A VIOLA77ON OF SEC710N 7209 OF TETE NEW YORK STATE EDUCATION LAW. COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. GUARANTEES INDICATED HEREON SHALL RUN ONLY TO 7HE PERSON FOR WHOM 7HE SURVEY IS PREPARED AND ON HIS BEHALF TO THE 77TLE COMPANY, GOVERNMENTAL AGENCY AND LENDING INS777 177ON LISTED HEREON, AND TO 7HE ASSIGNEES OF 7HE LENDING INS71TV770N, GUARANTEES ARE NOT TRANSFERABLE. THE OFFSETS OR DIMENSIONS SHOWN HEREON FROM THE PROPERTY LINES TO 7HE STRUCTURES ARE FOR A SPECIFIC PURPOSE AND USE THEREFORE THEY ARE NOT INTENDED TO MONUMENT THE PROPERTY LINES OR TO GUIDE 7HE ERECTION OF FENCES, ADDITIONAL S7RUCTURES OR AND OTHER IMPROVEMENTS. EASEMENTS AND/OR SUBSURFACE S7RUMRE5 RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON 7HE PREMISES AT 7HE TIME OF SURVEY SURVEY OF: DESCRIBED PROPERTY CERTIFIED TO: JOHN SCOTT; LYNN SCOTT; MAP OF: ADVANTAGE TITLE; FILED: SITUATED AT:SOUTHOLD TOWN OF:SOUTHOLD KENNETH M WOYCHUK LAND SURVEYING, PLLC SUFFOLK COUNTY, NEW YORK Professional Land Surveying and Design P.O. Bog 153 Aquebogue, New York 11931 f FILE #19-190 SCALE: 1"=30' DATE: DEC. 11, 2019 PHONE (831)298-1588 FAX (631) 298-1588 N.Y.S. LISC. NO. 050882 maintaining the records of Robert J. Hennessy & Kenneth M. Waychuk JOHN AND LYNN SCOTT,495 NORTH PARISH DRIVE,SOUTHOLD ta� E q :. __ - �-� �`:tibl� t x'7 rte'• .; ,, •, �- Y- .�. _ - - _ . , Mari.._�.—./'°�_� _ -� ����._ - F.i71•^.-s• Lti:. a .. Figure 1. Looking southeast along shoreline of Southold Bay and toward existing; 1 and 2-.story dwelling to be partially reconstructed,altered,and renovated. IT _ file y- tek 4. OT M- 1 ;- '--- ` , L! . Ng rw�,, -Vft�iam z u = Figure 2. Looking southwest over beach at waterside of existing dwelling,including waterside porch to be replaced with smaller porch and I and 2-story portions of dwelling to be partially reconstructed and altered. JOHN AND LYNN SCOTT,495 NORTH PARISH DRIVE,SOUTHOLD�j�p. .'l{�j R�e f n� ^rry 4,S ` �y` —�•2 �f Figure 3. Looking nortl►from waterside porch toward Southold Bay,over existing brick patio to be removed. JAW i� lit �F M ' 4 4* _ F �i A ^ Figure 4. Looking north from driveway at landward side of existing dwelling,including garage to be renovated and 2-story portion of dwelling to be partially reconstructed and altered. vm - +,asno asm,a is I N I 7 11ERTA l SOUTHOLD BAY *94 l� \r Ibl oR O' m 9EE k6EM l .rr.. u. •; u. — — u..� -- -- dx.w --«-- NOTICE COUNTY OF SUFFOLK © K a SOUTNOID SECTION NO EReal Property Tax Service Agency v N 071 0 ar.. » r .a N"�r. .� ��_� —r-- wrur--rte-- nr rru c,r,+ccrrcxcr i s_a1 u > m .+c.xo IOW PROPERTY MAP DRAINAGE CALCULATIONS LEGEND EXIS77NG PROPOSED TO BE REMOVED PER TOWN OF SOUTHOLD EQUIREMENTS, STORAGE PROVIDED FOR A 2'RAINFALL PROPERTY LINE CONCRETE GALLEYS2 CF OF S727RAGE PER W. PE:CONIC WAS _ _ _ _ _ = TRIBUTARY AREA 1 BAY ROOF (NW PORTION) - 699 SF x 1.00 x 2/12 FT = 117 CF Q HOT TUB - 49 SF x 1.00 x 2/12 FT = 8 CF BUILDING WOOD DECKS - 3.34 SF x 0.60 x 2/12 FT = 33 CF OVERHEAD WIRES PA TO - 168 SF x 1.00 x 2/12 FT = 28 CF SITE STEPS - 165 57r x 1.00 x 2/12 FT = 28 CF Z ELEC7R/C LINE -£ E- \ p WATER MAIN w STORAGE PROVIDED: = NOR WA TER SERVILE s ``x•;34.3 ��r co 214 CF/32 CF/l�f•' = 6.7 Vf PgRisH � 1 VI/1, PROVIDE (3)-J'HIGH GALLEYS (288 CF) U77LITY POLE ` •• l• �^ PROVIDE (1)-3'HIGH GALLEY(96 CF) HOT 7UB OVERFLOW t'� 77DAL W DE77 ANDS BOUNDARY, AS DE7FRM/NED BY 1 SPOT ELEVA77GW ss.4s fs4so ♦MFL �j Y EN-CONSULTANTS ON 8-6-2020, EQUALS MHW 77?/BUTARY AREA 2 70 s 9. 10 ROOF (NE PORAON) - 636 SF x 1.00 x 2/12 FT = 106 CFO CONTOURS �/ ��♦'• EX/STNG 6'x4' WOOD S7FPS AND 6r4' WOAD LAND/NG FA 770 - 254 SF x 1.00 x 2/12 FT = 42 Cf p� = 70 B£ REMOVED AND REPLACED (/N-PLACE) STEPS - 184 SF x 1.00 x 2/12 FT 31 CF TOTAL STORAGE HEQUIRED., 179 LF = SCK BOR/NG T'Or 0/. S O •`•` ,0 .36' PROPOSED GRADE LEVEL O '� PERVIOUS PAVERS 0o v�K LMIFF pp 'AMOUR ♦� S7EPP/NG S70NES (TYP.) S727RAGE PROVIDED: O� B a o O° ^ 179 CF/32 CF/VF - 5.6 VF CONSTRUCTION NOTES SEE 7R/BUTARY AREA 1 7 Q o oU O N �V PROVIDE (2)-3' HIGH GALLEYS (192 CF) PROPOSED (3) CONCRETE LEACH/NG GALLEYS 1. ALL MA IFR/ALS AND M£7NCl7S OF THE CONSIRUCT/ON SHALL RIM,- 8.0 U g O .V .�� Q \ 77?/BUTARY AREA 3 CONFORM 70 THE STANDARDS AND SPEaRCA77ONS Cts- THE n0 o U �Q 1*4 3 � \ ROOF (SE POR 770N) - 751 SF x 1.00 x 2/12 FT = 125 OF KEY MAP TOWN OF SOUTHOLD AND ANY OTHER AGENCIES AS EX/S17NG 37.5 POR110N OF E7ti7S17NG I I ° 0 Q p APPLICABLE. SCREENED PORCH TO BE REMOVED �7D� _ � STORAGE PROVIDED: SCALE I" = 200' 2 ANY DAMAGE 727 7HE PUBLIC RIGHT OF WAY OR NE7 Heng/NG � � � EXIS77NO NON-TURF BUFFER 70 REMAIN 00 \ SITE DATA PROPER77ES AS A RES2'JLT AF'CONS7RUC77AV AC77WT7ES I ♦♦ Y Op O 125 CF/32 CF/VF = J.9 VF SHALL BE IMMED/A7EZY'REPAIRED AT THE I NEW 6-8 x5'--5" WOOD STEPS EXTEND TO PORCH WALL aw ao F O � PLACE APPROX. 50 C fXL TO RAISE PROVIDE (1)-4' HIGH GALLEY(128 CF) CON7RAC1I7RS//NSTALLER EXPE VSE 70 7HE SA77SFAC77ON GIF" `� k ° GRADE A MAX. OF 1 FOOT. OWNER/APPLICANT................................. JOHN SCOTT 7H£ TOWN ENG/NEER. NEW 4=2x3=3' WOOD STEPS NEAR HOT TUB ew zo s PROPOSED 3,36 SF TRIBUTARY AREA 4 LAN GRADE LEVEL PER GRA VEL PA T O TO ROOF (SW POR776N) - 1,076 SF x 1.00 x 2/12 FT= 179 CF MT. K/SCO, NY 10549 3. DURING GONSIRUC770N, 1N£ CCW7RAC7C14 /S RE3PONS/BLE 7t7 OUTDOOR SHOWER 32 SF x 1.00 x 2 12 FT = 5 CF PROVIDE SI TF SECURITY BY MEANS OF 7EMPORARY FENCING, BE CONS7RUC7ED /N PLACE OF EXIS77NG - / EX/517NG BR/CK FA Til BE REMOVED 8 ?Qo. S/1F ADDRESS ........................................ 495 NA47N PAR/SH OR/VF LOCKS, ETC: TO AVOID TRESPASS/NG DURING HOURS WHEN IO '` Q c9 _ 670 SF BR/CK PA 770 TO BE REMO VED DRI VEVA Y - 1,411 SF x 1.00 x 2/12 FT- 235 Cis SOU THOLD N Y 11971 6 '� STONE APRON 104 Sr x 1.00 x 2112 FT = 17 CF ' WORK lS NOT TAKING f'LACf 9'6'0' - / 1 T _ i• �� 37.5 SF POR/70N OF ESC/SUNG STEPS & PAVERS - 272 SF•x 1.00 x 2/12 FT = 45 CF PROPOSED TxT HOT TUB SET INTO WOOD DECK i q�d LOT AREA 29 330 SF(0.67 AC) 4. PRO:AECT DEMGIL/170N /IICLUD/NG REMOVAL OF£X/S77NG 0 � �� � �'.s•;� :fi o � p SCREENED PORCH 127 BE REMOVED AL STORAGE REQUIRED. 481 CF FACYL/77ES, DRAINAGE SYSTEMS RETAINING WALLS AND OTHER BW ao �'ar ' a~� 5' 'Icy' STRUCTURES /S TO BE PERFORMED IN CONFORMANCE WITH q 15.7' i0� s USE..........................••••••.•••••••••••••••.•••.•••• SINGLE FAM/LY RESIDENCE 7HE R£GULA77CVVS OF 7HE TOWN OF EAST HAMP701V AND ALL RFq 7 PROPOSED 283 SF IMDOD DECK ADD177ON S _ y `� M/ 2D, STORAGE PROVIDED: q PROPOSED 22 SF 1 STORY AD0/77ON 4_ ' o �s ��' \ ZONING .................................................... R-40 RESPONSIBLE RIA F AgENCIES: AHE NG ALL PERMITSRACTOR IS FOR DEMOLl77CN I RFq 3 gRE4 LM fas B ,a' K csy�4v,�;y '7.r 8J " 481 CF/32 LFII F'- 15 VF m ,.A. � NEW 8-5 x5-5 WOOD STEPS EXTEND 70 PARCH WALL PROWDE (4)-4' H/CH GALLEYS (512 CF) GROUNDWATER MANAGEMENT ZONE........ IV AND DISPOSAL OF EXIS•T7NG S7RUC7URES AND MA7ER/ALS. I I PROPOSED 28 SF B/LCO DOORS RIt a �o• F s /s S�Py4` V� 'p PROPOSED 30 SF RAISED WOOD STOOP IN PLACE OF BIL CO 5. AT NO 7FME SFlALL DEBRIS BE BURIED ON THE S/1Z: ALL I EX/577NG CHIMNEY TO REMAIN I RF��iNp�4y pc 8 0� 0 � a DOOR 7R/BUTARY AREA 5 NOTES UNSUITABLE MA LER/AL .AND DEBRIS SHALL BE DISPOSED Q� PROPOSED AC EQUIPMENT PAD AT GRADE R S�vO ,� PROPOSED 86 SF AT GRADE MASONRY PA 770 DRIVEWAY - 1,387 SF x 1.00 x 2/12 FT = 231 CF /N ACCORDANCE WITH TOWN. C1'7UN7Y STATE AND FEDERAL AREA 4 0 CoN�'D•9 'Nc°''' 0- I 185 1. 7N/S PLAN REFERENCES A BOUNDARY AND 70POGRAPH/C SURVEY PREPARED BY LAWS CODES AND ORGNINANCES ry �o�, s�oc�'1(NFwp sF m I (EL ) STORAGE PROVIDED: KENNETH M Wt7YCHUK LAND SURVEYING PLLG; LAST DATED APRIL 1 2021. PROPOSED 128 SF 1 & 2 STORY ADD/77ON ow Bo em''�,yo Noq his > - Y RO v> RN fay 6. WHERE fILL MA7ER/AL /S REQUIRED, IT SHALL CONSIST OF I IN PLACE OF EXIST. 2ND FLOOR OVERHANG & 0A1 a o wq<< OJ PROPOSED 16 SF 1 STORY ADD/170N 231 CF 32 Gy- 7.2 Vf 2. REFER 10 BUILD/NG PLANS AND PLOT PLANS BY MERK KRAMER ARGri11FCT LAST CRUSHED STONE OR BANK RUN SAND AND GRA FREE ROOFED OVER PA 770 TO BE REMOVED � °� ro F S / /� _ FROM ORGANIC OR O1hrER UNSUITABLE MATFR/ALS 7HE I s• sy 'PFMi 9 R I PROWDE (4)-2'HIGH GALLEYS (256 CF) REVISED MARCH 18, 2021, FOR ADD/710NAL BU/LD/NG /NfORMA170N. PROPOSED AT GRADE S7EPP/NG I c2. �s � oy�syt"q' ENGINEER RESERVES 771E RIGHT 70 R&ECT ANY UNSUITABLE STONE (TYP.) 1 .tj • '?a Nor �-• Hca• S6 SF PORTION OF EXISTING DWELLING TO BE REMOVED EXISTING LOT COVERAGE J. LOCA n0N, CONNEC77ON AND SPECIF7CA77ONS OF GEOTHERMAL WELLS BASED ON A MA7FR/AL BROUGHT OAS SY7F FOR USE AS FILL. 00' S 4 '�2 Fw � ��J ��4°,a �- PLAN PROVIDED BY MILLER ENVIRONMENTAL GROUP INC. ON S£P7EMBER 13, 2021. CK� �is°r't's ar�A� -- POR77ON OF EA7S77NG HOUSE WITH/N SIDE YARD CAL CULA77ANS PROVIDED BY MER YL KRA MER ARCH/TEC T. 7• PLACE 7RENCH BEDDING AND BACKRLL MATER/ALS/N LAYERS SAN C.O. o � ^7 414,71�fRu NO 4. 517E IS LOCA TED W/7H/N FEMA FLOOD ZONE X AS SHOWN ON fE-MA MAP NOT EXCEED/NG 12' IN 7N/CKNESS W ILW USING HEAVY I RIM 18.5 / R ss•'@ �Np�S�Cr°�D PROPOSED UNDERGROUND PROPANE TANK LOT COVERAGE (TOWN OF SOUTHOLD BUILDABLE LAND) 36103CV166H EFF. SEP7EMBER 25 2009. OUTLET INV 16.5 00 ` n' � N + o COMPAC7701V EQUIPMENT OR 6" WHEN US/NG HAND OPERATED I I I v 7y I (APPROX. 500 GAL.) BASED ON AREA LANDWARD OF LIMIT OF BEACH (26,222 SF) EQUIPMENT. COMPAC776W SHALL BE 95X MODIFIED PROC70R (CONTRACTOR 70 VER/FY N .0 ?�"is ? ,� '~• ? • Cb DENSITY. I EX7S71NG INVERT) m ^ro STa Nc s 3• "" '�'i 5. EX7S77NG U17L/17E5 AS PER P�4EC/S/ON MARKOU75; LNC DATED �4UL Y 1 f, 2020. AREA 5 �'> > eF RY 2e EXISTING GRAVEL DRIVEWAY TO BE REMOVED DWELLING:• 2,091 SF SEE TR/BUTAR Y AREA 3 h�Fa p't'EVcgR ' " " " SCREENED PORCH: 514 SF 6. ALL ROOF LEADERS TO BE CONNECTED TO S/7F DRA/NAGE SYSTEM. SEE' 8 TN£ CONTTAC7OR OR INSTALLER /S RES'PCIVSIBLE FOR 7HE' sioFMp 2'F,p O�ggpF / PROPOSED 4-0 x 8-0 OUTDOOR SHOWER W/ GARAGE W 2ND FLOOR OVERHANG 600 SF ARCHl1FC7URAL PLANS FOR ROOF DOWNSPOUT LOCA770NS. REMOVAL OF ABANDONED U77LITY SERVICE CCWNE`CnCWS ANDE PROPOSED (1) CONCREIF LEACH/NG GALLEY Nc �o yeti 7D+j0 R / RIM.- 8.0 X41 N �'s l E„ STONE PAVERS AT GRAD£. (PRO 55 GAL. DRUM 7H£ COORD/NA71AN Gig INE/NSTALLA770N OF NEW SERVICE I O Shi F CONN£C110NS AND SHALL COORDINATE AND INSTALL ALL taO O N�'f¢ rye% I :a ;: o STORAGE UNDER SHOWER) TOTAL EXISTTNG COVERAGE.• 3,205 SF OR 122.'1: 7. PIPE MATER/ALS SHALL BE AS SPECIRED BELOW, UNLESS 07HERWISE NOTED WORK WWH THE APPRCPR/A 7E U77LITY COMPANY. EXIS77NG 5 BEDROOM SANITARY SY57EM TO BE � i _ X42 s� : :�:`::::....:.."` " ON TY PLAN. ABANDONED 70 SCOHS STANDARDS _ 8.5+ �-- PROPOSED 222 SF PE77WOUS GRAVEL PA 110 18-6 x12-0 LOT COVERAGE (NYSDEC ADJACENT AREA) ROOF DRAIN PIPE - 4 DIA. DR-18 0 IX MIN. :'': < `:; :'::;::;:::::;. P. o BASED ON IMPERVIOUS SURFACE AREA LANDWARD OF MHW (1 FEET M/N. COkST) 9. INE CbN7RAC72�4 OR /IVSTALLER/S DIRECTED Tt7 VERIFY 771E O - NEW GENERATOR 127 REPLACE £X/577NG (29,330 SF) LOCA77OW GF ALL UADWES PR/QR 70 BEGINNING XVRK,, AND 'P�: '` `. ''"''I'` P SED F COVERED PORCH U71L/AES /N7ENDE0 727 REMAIN IN PLACE RELOCA170N WILL TRIBUTARY MAP PROPOSED lA OWTS• CON7ROL PANEL � y (P y�;.; ,,:,..•11,.•.� � PROD 37 S CO DWELLING.- 2,091 SF TO TAKE MEASURES AS' NECESSARY TO PR07FCT ALL BE COORD/NA 7ED BY T HE CON 77RACTOR WI771 7HE " SCREENED PORCH: 514 ST- SCALE.• 1 = 60 "� :�;.: ;;..:.;: :<<: ;;. 1: EXIS77NG OVERHEAD EL£C7R/CAL LINES TO BE BURIED, APPROPR/A 7F U77LITY OWNER 10 POLE 727 BE REMOVED GARAGE W PRECAST CONCRETE STRUCTURE NOTES: gam..:.::;': ::.:: ,::,:. ::.: : /2ND FLOOR 0VERHANGy 600 SF EXISTING 77MBER RETAINING WALLS TO BE REMOVED Z MI M N (CON7RAC70R TO COORD/NATE' W77H LOCAL U77LITY WOOD WALKWAYS• 381 SF 10. 7HE CON7RACTAR OR 11✓STALLER IS RESPGNSIBLE TO SECURE / ALL NECESSARY PERMI>S PRIOR TO COMMENCING Wf7RK. i T'` :::jl�j�j;::; COMPANY.) 77MBER STEPS. 90 SF 1. ALL PRECAST S7RUCTURES• SHALL INCLUDE SUFFICIENT STEEL i ...• "" v BR/CK PA TO. 670 SF REINFORCEMENT FOR MYPERA 7URE AND SHRINKAGE, TRANSPORT, AND EXISTING 77MBER STEPS & 7RELL/S TO BE RER/OVFD HALE :?::::.` ::. PROPOSED AT GRADE S1FPP/NG STAVE 8XCO DOOR. 25 SF TO ALLOW 771E STRUCTURE TO WITHSTAND AASH70 H-20 LOAD/NG AT GARAGE' APRON.• 104 SF 7HE COVER COND177ONS SHOWN ON 7HE PLANS. CO 50%EXP. ;•:: � I CUT/FILL ANALYSIS PROPOSED HYDRO-AC770N FIBERGLASS AN500 Bw t5 0 BASED ON 7NE EX/S77NG' 10POGY2APH/C /NFORMA77ON PRO WDED "BY OTHERS'IN WITH HELICAL PILES (5 BEDROOM CAPACITY) � I •yy i ,..,,..i,...• TOTAL EXlSANG COVERAGE' 4,475 SF OR 15.2.E 2. ALL SHOP DRAWINGS AND DR/LL SHEETS FOR PRECAST CONCRETE RIM EL..f8.2 /;. W STRUC7URES SHALL INCLUDE MANUFAC7URER'S CER77ROA77ON 7HAT COMPARISON TO THE PROPOSED GRAD/NG AND DRAINAGE PLAN PREPARED; ^ L GA PROPOSED 57ONE 5700P & =PS THE S7RUCTURES ARE DESIGNED TO WITHSTAND THE LOADS NOTED 7HE APPROX/MA7F NET iWT/FILL IS 325 CUBIC YARDS CLEAN SANDY fXL TO BE PROPOSED OR£NCO PUMP AND BASIN I PROPOSED LOT COVERAGE � 't :�:�::::: ::' TRUCKED IN FROM AN APPROVED UPLAND SOURCE." (SEE CALCULA77ONS AND DETAIL) 'y/N. ROOF OVERHANG AT GARAGE TO BE REMOVED CAL CULA77GWS PROVIDED BY MOR YL KRA MER ARCH/TEC T. ABOVE. LEACHING GALLEY DATA aw 6.0 ¢� °' '� '' NEW 104 Sf STONE APRON TO REPLAGL� CONGWEIL� 3. ALL PRECAST S7UC7URES SHALL BE MANUFACTURED W TH 4000 PSl I -� I `:�.';:.;::• ::::`:•: I LOT COVERAGE (TOWN OF SOUTHOLD BUILDABLE LAND,j /2B DAYS TRENG77N CONCRETE I �:•:: : U P' EX/SING BUR/ED LP TANK TO BE REMOVED BASED ON AREA LANDWARD � LIMIT OF BEACH (26,222 SF) INTERNAL DRAIN WAIL INTERNAL VOLUME APPROX. DRAIN OPENINGS WEIGHTPROPOSED MASONRY RETAINING WALL I 7 WALL HGT. AREA (SF) CF GAL TOTAL SIZE ANGLE (Lb.) APPROX/MA7F 142 Lf, MAX. 3FT HEIGHT W 0 ' DWELLING 2,623 SF 1'-0" 17.0 32 239 12 3/4" X 6" 14 DEG. 4.150 Q 6 J . 0;::: c::.;. PROPOSED /NFTL7RATOR QU/CK4 STANDARD CHAMBER SCREENED PORGII 439 SF 1'-6" 25.5 48 359 16 3/4" X 6 14 DEG. 4, 30 7 / . INSTALL (3) ROWS 283' WIDE X f24LF (72LF TOTAL, GARAGE: 528 SF 2'-0" 34.0 64 479 20 3/4" X 6" 14 DEG. 5.325 SEE 7R/BUTARY AREA 4 g NOT/NCLUD/NG E7V0 CAP). COVERED ENTRY PORCH: 37 SF PROPOSED (4) CONCRETE LEACHING GALLEY6 �j I r K I UNCOVERED HVOD DECK 283 SF 2'-6" 42.5 80 598 26 -3/4X 6" 14 DEG. ,905 RIM.• 9.5 i /� r ^ EXISTING U77LITY POLE TO BE REMOVED HOT 7UB.• 49 SF GRAPHIC SCALE 3'-0" 51.0 96 718 34 3/4" X 6" 14 DEG. 6.485 Bw ao (CON7RAC7t7R 10 COORDINATE W/1H LOCAL i I U77LITY TY COMPANY.} TOTAL PROPOSED COVERAGE.• .X 959 SF OR 15X 20 o 10 20 40 so 3'-6" 59.5 112 838 40 4 X 14 DEG. 7.065 A .:. 4'-0" 68.0 128 957 48 3/4" X 6" 14 DEG. 7,675 M. N EB NIC ew 4.0 3 + ! ONE X Cb% CHANCE ANNUAL FLOOD LOT COVERAGE (NYSDEC ADJACENT AREA) 1 111771 It, BASED ON IMPERWOUS SURFACE AREA LANDWARD OF MHW(29,330 SF) GRADE EL. = 6.5' EX7S77NG W000 S1FPS TO BE REII/OVED I PROPOSED F/LL 1N/S AREA. 7 �::; . ...:., .:., - 0.2��OOD Z"" 0�' NE BOIIDN N.THEO OSOPOULOS ( IN �T ) • I PLACE APPROX. 125 CY 10 I I 1 :::; 623 SF 1 inch 20' ft. ew Ao RA/SE GRADE A MAX OF w DWELLING. 2, M/ SCREENED PORCH. 439 SF PIPE KNOc:Y000T p Z 0 9, 4 2.5 FEET I r�� SEF 7R/BUTARY AREA 5 GARAGE.• 528 SF 12/29 2021 MJW REWSE PER SCDHS CAMMEN7S DA IED 111112021 (EACH' S/DE) V �� ,:, : 1 w PROPOSED (4) CONCRE7F LEACHING GALLEYS COVERED ENTRY PORCH.• 37 SF PROPOSED MASONRY RETA/N/NG WALL 5 I .;,,k' .:; /jam R/M.• 6.5 UNCOVERED f4 DOD DECK. 283 SF 09A912021 MJW DES/GIN 1A-OW1S TOP EL a 5.5' APPROX/MATF 30 LF, MAX. 1.5FT hFANT I UNCOVERED WOOD STEPS. 96.5 SF 09/14/2021 MJW ADD PROPOSED UNDERGROUND PROPANE TANK aw 50 '' � GARAGE APRON.• 104 SF ----- - - - -- - - - -� '�., I CO i �+ PROPOSED GRA WL DRI VFWA Y B/LCO DOOR. 28 SF 09/13/2021 MJW ADD GEOTHERMAL WELL LOCA nav(S) ON-GRADE PA 710 & STEPPING 5127NES 402 SF 08/16/2021 MJW REVISED (SHOW EX/ST. PORTION OF HOUSE WI7N/N S/DE YARD ` J N �� ��// Y I OUTDOOR SHOWER W/STONE PAVERS 32 SF Y EE® ® ® ( N ESO RCE BOUNDAR _ _ 1 EXIS77NG OVERHEAD WRE3. 70 BE REMOVED HOT 7UB 49 SF Date B Revision BOTTOM EZ = J. 7 AL BARRIER R. -� . I PROPOSED UNDERGROUND ELEC. SERWCE Designed by: LZ MJW Drafted by: LZ MJW Checked by: MM CO (CONTRACTOR TO GOPRD/NA 7F WITH LOCAL TOTAL PROPOSED COVERAGE: 4,621.5 SF OR 15.8.x• UTO� 2 " 1 1b U77LITY COMPANY.} �.:::, DUMMY CUP, TIP. �y _ rn EXIS77NG WELL TO BE ABANDONED Barrett LEACH/NG HOLE; TYP LJPOUNDWA WATER E.Z. = 1 ' PROPOSE 7J 3965f PERVIOUS GRA VEL PARK/NG ' ®n a cc 422.0 I 1 I I ...,:,::. SOIL BORING SOIL BORING LEACHING GALLEY SECTION O MON' I :::92::: :::. ON. Weele, `J� 1 NT GENERAL NOTES• Van PC N.L.S N 75-54'50" W� 100.0{1 PROPOSED GEOTHERMAL LOOP fXID - 5 TANS EL 8.0 1• WATSR LEVEL SHOWN NOTE: 7N/S IS A GENERIC DETAIL OF 7HE MIN/MUM SEPARA77ON TO GROUNDWATER. r 75OLF OF BAR/NG - 3 CLOSED LOOPS TOTAL " +y U.P. /S THAT MEASURED Surveyors • Planners T� OTTOM EZEVA77ONS VARY FOR EACH SYSTEM (LOCA770N AND SPf`anCAn0NS PROVIDED BY MIXED SAND ON 7111E DATE Engineers • y /g CAM'PBEZL FRAME d COVER AIOIDEL Na n3s Fi�4 9 � �� o MILLER ENVIRONMENTAL GROUP AND LOAM OL REFER 727 DRAINAGE CAL CULA77ONS FOR ACTUAL DEPTH OF LEA CHINO GALLEY FOR 14"agSVINO oR APPROVED£QUAL ) INDICATED AND MAY 175A Commerce Drive Hauppauge, NY 11788 EACH 7R/BUTAR Y AREA. EDGE OF PA V EL 5.0 3' NOT BE R£FLEC77VE VaOPER aR END PLUG APPROX. LOCATION OF EXISTIN WATER MAIN OF DAILY SEASONAL 7631.435.1111 F 631.435.1022 w w w w w w PROPOSED WATER SERVICE TO CONNECT ALE BROWN SP VAR/A170NS /N WE�8:rla'x4'CONCJ7ElE PAD N d R T H PARISH DRIVE TO RES/DENCE. EX/S77NO WA TER SERVICE FINE SAND GROUNDWATER LEVEL. �"�N�'•bbvpc.com TO BE REMOVED. (CON7RACT TO EL 1.0 7' THE BORING •�"?� .:�.. ••:.-��'•-�:. •• _._��'..'_ .-:�' :=� COORD/NA1F WATER SERVICE TAP WITH ' u LOCAL WATER DIS TRIC T.) 2 REPRESENT RESULTS Tax Map No.: DISTRICT 1000 SECTION 71 BLOCK 1 LOT 5 W WATER IN SUB-SL/RFAGE COIND177ONS AT 7HE P� PIPE PALE SP BONG LOARE N 495 NORTH PARISH DRIVE BROWN ONLY AND ARE NOT Eteow FINE NECESSARK Y 45•ELBOWS 90'wrE SAND CONDI REPRETONS AA VE OF Q,``C,O� NM � O 077/ER LOCA 77AVS. ,�� SCOTT RESIDENCE --1110. -® r_ `� '` rr TOWN OF SOUTHOLD SUFFOLK COUNTY AL7ERNAlE "A' AL7FRIVA7F 'R' Q I 072285 .`_ . �l,� r.. • ,: I EL -5 13' F E B - 1 2022 ` FE PLOT IN ALL VEM USE AL7ERNA7F "A"FOR BENDS• USE AL7FRNA7F '$'FOR BU/LD/NG 12-04-20 EX7FNSI VS/CONNEC77ONS McDONALD GEOSCIENCE ALTERATION OF THIS DOCUMENT EXCEPT BY PLAN ,CLEANOUT DETAtI. r � T � � � i ~� WATER ENCOUNTERED 7.0' BELOW $�U$10i0?�Qir,! A LICENSED PROFESSIONAL ENGINEER IN CLFANQUT DETAIL FDR AREAS NOT SUs"r 7th VEHICULAR 7wmc "" ' " ` °, " SURFACE Bust 0"T;IS1PCS� ORKACCORSTATE EDDCATIONDANCE WITH DLAW20S I LECAL 9 OF NEWSCDHS REF#: R-21-2997 c 2021 BBV PC A: N.T.S _...___... Date Scale Project No. Sheet No. j �Ew: SEPTEMBER 2, 2021 1" = 20' A210254 1 Ol 2 SANITARY SYSTEM CALCULATIONS INFILTRATOR WATER TECHNOLOGIES PROPOSED 5 BEDROOM DWELLING 17110 GPD/BEDROOM - 550 GPD QUICK4 STANDARD CHAMBER 73 SYSTEM DESIGN TYPICAL MOUND DETAIL 4124, 0514 fd47 066 IIA OWTS SECTION VIEW e R£QU/RED.• 550 GPD RATED SYS7£N MOT TO SCALE) 1 ICJ 540 024 8 ° ° ° e PROPOSED.- (1) HYDRO-AC770V AN50O (RB£RCXASS) 0242 COVER BUOYANCY CAL CULA770NS MIN.3FT FROM EDGE OF 7316 ° BUOYANT FORCE RESULT IS AIR RX LME ►NTH/N CONTAINERS FULLY IMMERSED/N AA WR MIN. LEACHING SYSTEM TO SLOPE 0247 0321• • 057� 024� e o ° BUOYANT FORCE OF HYDRO-AC770Y AN500 UNIT 8 2 e e TOTAL UNIT WFJGHT(AN500) - 900 LBS PER CODE SLOPE AT ' /o PRE-TREATMENT TANK/NT. VOL. E7JOYANT FORCE - 4600 LBS SUITABLE BACKFILL 2% ESTABLISH + e AE7�OB/C TANK/IT RX. BUOYANT'FORCE 4.880 L62 MIN. 12„ VEGETATIVE BUOYANT FORCE - 9,380 LBS PER DESIGN ~ , COVER 76 2"-4"TOPSOIL AN77-BUOYANT FORCE: SLOPE &SEED HELICAL PILE AN77-BUOYANT FORCE - 32,000 LBS • • e PROWD ( HE/I A FILES x(2) PER DESIGN ° e TOTAL AN77-BUOYANT FORCE _ 64,000 LBS 0 ...:....: .,• .; • .,,;..:r,... .�..4.. . � , e o 24 BUOYANCY SAFETY FAC7CN? (SCDHS REOUIRES 1.5/PROWDED) = 1.5/6.8 kr,r ` =- 1. ', .' - i�. "• _ y� ..-' 1 '; I?1514 6 e e LEACHING F74W W 057 ° o e INRL7RA7OR QUICK4 STANDARD I.YIAMBER (34'W x 481 x 12174) 16 RATING 283 SO.FT./LF LEACIAM, AREA IN PRMUR/ZED SHALLOW DRA/NRELD DEPTH OF SOIL PER DESIGN 32 07s ° CONf7GURA77ON DOSING RA 7r- 0.25 GAL./L.F. (SCDHS STANDARD) PREP SURFACE PER e o 070 APPUCA77ON RAW ALLOWED: .30 GPD/50.FT LOCAL REQUIRMENT 1-1/2 0 HELICAL PILES INRILTMIUR OU/CK4 STANDARD CHAMBER. 2.83 SaF7.11F CF LEACHING AREA FOR ANTI-BUOYANCY 132 REQUIRED LENGTH OF LEACH/NG RELD: 550 6°D/(10 QRD/5F)/x83 SO.FT./LF- 64.7 LF (TYPICAL) PROV7D£3 ROWS AT 24LF/ROW= 72LF OF INRL IRA TOR OUICK4 STANDARD PLUS CHAMBER f G PLC CONTROL PANEL *SIZE OF SYSTEM DETERMINED BY DESIGN wrHPsocoMPREssoR OR1FL'G£D��. INFILTRATOR ' USING PIPE AND PUMP CAI CIALATCR SOFTWARE FROM GEOMA7R/X SYSTEMS NUMBER OF ORIRCL�S PER LATERAL 9 (27 70TAL) 4 Wim*-P•�k Paerie tE'CFINI CT 06OGM W/HP80 COMPRESSOR PLC CONTROL PANEL NUMBER OF LA7DRALS• 3 D-D3 E c 221-. H SPACE ORIRCrS AT' 2 FT as (NOM• EVERY fY7H OffinCE ALONG THE LATERAL 70 BE DRILLED QUICK4 STANDARD CHAMBER FROM THE B077ia1/ OF THE PIPE AND OU77TTED W17H AN ORIRC--SINELD) TYPICAL MOUND DETAIL OR/AC£DIAMETER.• 1/8 7N SECTION vlEw CABLE FASTENED TO EYE C RESIDUAL HEAD AT LAST ORIFICE- 5 FT. s�..'LM� koFH te.e;ott;D1 BOLT AT LIFTING POINTS MIN/MUM FLOW RA 7E PER ORIRCE.• 0.43 (41TYPICAL) USING 2 IN. DIA. MAIN, 1.25 IN. DTA. MAN/FLYD, 1 IN. DIA. LATFRAL PIPE Ft u MIN/MUM DF96N FLOW 16.9 GPM A TR 70TAL DYNAMIC HEAD: 10.0 fT LEACH/NG FIELD DOSING) INFILTRATOR WATER TECHNOLOGIES B 104 USING 72 LF. OF/NfXTRATOR QUICK4 STANDARD CHAMBER' QUICK4 STANDARD CHAMBER 72 LF x a25 GAL11F- 18 GAL/DOSE• PRODUCT SPECIFICATIONS F 892 DOSE LEACH/NG FIELD AT IB GAL PER DOSE (NOT TO SCALE) K PUMP SONG.- PROWDE ORENCO SIMPLEX PUMP VESSEL MODEL OPF3005(OR APPROVED EQUAL) 64 PROWD/NG A 32 CAL. VESSEL VOLUME C'CZ 63 B 32 GAL VESSEL VOLUME> 18 GA I-100SE(PUMP WSSEL SIZE IS ADEQUATE) QUICK4 STANDARD MULTIPORT END CAP PUMP BASIN.• TOP VIEW A ORENCO PUMP BASIN MODEL P824SOR(30 GAL. HXUME VESSEL.) PORT 24• ADD AN77-F70ATA77ON FLANGE.' SQUARE(SEE DEMIL. SHEET 2) s D I/A OWTS GENERAL REQUIREMENTS 0 2 0 72 322 72 66 1. ONLY//A OWTS TEOHNCYOGYES APPROVED FOR GENERAL USE IN ACCORDANCE WI7H SUFFOLK e e P STAINLESS COUNTY D£PAR7MENT OF HEAL 7H STANDARDS FOR APPROVAL AND MANAGEMENT OF INNOVA77W AND ALTD2NA77W ONS77F WASTEWATER 7REAWENT SY575VS'MAY BE PROPOSED FOR P 0 � � 8"INVERT 472 STEEL 64 63 IN57ALLA77ON AND USED ON PARCELS AS A MEANS OF SEWAGE DISPOSAL 16"-1 TURNBUCKLES 2 THE INSTALLER MUST HOLD A CVRRENT UOU/D WA57F LKENSE PURSUANT 70 SUFFOLK COUNTY Az� 12" CODE CHAPTER 56.E AR77GYE W/(SEP77C INDU57RY BUSINESS) THROUGH THE SUFFOLK COUNTY A IX DEPARTMENT OF LABOR UCDVSING AND CONSUMER AFFAIRS; PURSUANT 70 SUFFOLK COUNTY CODE 53" 563-79 RUBBER COATED 3/8-INCH 3 ALL 11A OWLS MUST BE REGISTERED WIN IN 7HE DEPARTMENT IN ACCORDANCE WITH AR77CLE 19 OF SIDE VIEW END VIEW �34„� WIRE ROPE CLAMPS GALVANIZED CABLE 8 THE SUFFGYK COUNTY SANITARY CODE PR/OR TO 7HE DEPAR7MENT G4AN77NG CER77RCA7/0N OF 48" 11.5"OUTLET END* COMPLETED CCW57RUC770N ON AS BUILT'PLANS (EFFECTIVE LENGTH) (EFFECTIVE LENGTH) 1 47 ss 4. AN EXE7F0 OPERATION AND MAINTENANCE CONTRACT 8E714fEN THE MAINTENANCE PROWDER ° � ® 15"INLET END* 1-1/2"0 HELICAL PILES TO BE -I L'l/ AND PROPERTY OWNER MUST BE SUBM/T7ED 70 THE DEPARTMENT PRIOR TO APPROVAL IF THE//A 12" (EFFECTIVE LENGTH) SET IN NATIVE SOIL.SIZE AND OW7S REMSMA77ON BY 7HE Dl:PAR7MENT IN ACCORDANCE WITH AR77CLE 19 OF 7HE SUFFOLK COUNTY SANITARY CODE. WITHDRAWL CAPACITY TO BE r5 ALL INSTALLED//A OWLS ARE REQUIRED TO HAVE AN 1N177AL 3-YEAR WARRANTY AND �---34"-� INFILTRATOR DETERMINED DESIGN OPERA T70 IVA/NTEN"CE-SERE CONTRACT. AFTER THE INITIAL 3-YEAR OPERA7701V AND PROFESSIOONAL. WL MAINTENANCE SERWCE CON7RACT HAS EXPIRED, PROPERTY OWNERS ARE EXPECTED 70 MAINTA/N4�wh WA OldERR s TECHNOLDG06475 ES AN OPERA77ON AND MAIN7FNANCE CONTRACT IN ACCORDANCE WITH AR77ax 19 OF THE SUFrcix c•°°'EM-4J° GENERAL HELICAL PILE CONNECTION COUNTY SANITARY LODE *ALL VIEWS=INSTALLED LENGTH. 'QUICK4 STANDARD CHAMBER 6. ALL INSTALLED l/A OWTS ARE R£Ol/IRED 70 B£SAMPLED IN ACCORDANCE W77H THE DEPARTMENTS PRODUCT SPECIFICATIONS N.Ts. STANDARDS PROMULGATED UNDER AR7ICYE 19 fOR APPROVAL AND MANAGEMENT OF INNOVA77V£ LMB 1sDFH t eI, NOTE- BILL O F MATERIALS AND ALTERNA77VE ONS/7E' WASTFWAMR 7REAANENT SYSTEMS" pwom 1. DETAIL PROVIDED BY MANUFACTURER. HYDRO-AC7701V ITEM P/N DESCRIPTION QTY: 2. ACTUAL HELICAL PILE LAYOUT/CONNECTION FOR LPAN500 AS PER INSTALLER OR MANUFACTURERS 7. INSTALLA710N AND USE OF 7H!"IIA OW75 MUST CONFORM IrJ THE DEPAR7MEH75 APPROVED l/A OWLS GU/DANCE DOCUMENT PREPARED IN ACCORDANCE WITH THE STANDARDS FOR APPROVAL 2"0 PVC SCH 40 SPECIFICATIONS. HA-180056-R TANK, AN500 245 NITROGEN REDUCTION REMOTE 1 AND MANAGEDIENT OF INNOVAT7W AND ALIERNA77VE OVSTE WASTEWATER 7REA7MENT SY57w FROM ORENCO PUMP A 180055 TANK, AN500 245 PRETREATMENT 1 B 130002 KIT,SNG 2 TANK CONNECTING STANDARD 1 GRADE TO DIVERT / \ C 100111 ASSEMBLY, RE-CIRCULATION 245 COMPLETE AN500/AN600 1 RUNOFF 2"PVC SCH 40 90'ELBOW D AN500-P AN500 W/PLATFORM COMPLETE 1 FLOW EOUALIZA77ON PROCEDURE.• Z E ECSO-30-L100-PLC EC50-30-L-100-PLC 1 --- VALVE BOX W/CAP 1. INSTALL CLEAR PIPE'IN70 BALL VAL IE 2" TO 1 11 PVC SCH 40 2. OPEN ALL VALVES REDUCER I" PVC SCH 40 �-- 1" SVP PLUG J. TURN ON PUMP AND NOTE ELEVA77OW OF WATER /N EACH PIPET a I"PVC SCH 40 BALL 4. EOUAUZE HEIGHT f OR EACH ® 48"HEAD Of BALL VALVE A T VAL IE START OF LATERAL. 3-FOOT SOIVARE 5. AFTER EOUAUZA770N, TURN OFF PUMP AND REMOVE PIPES CLOSE DEADMAN I,, PVC SCH 40 VAL IE AND REINSTALL PLUGS. 00 00 00 SWEEP 90 ORENCO MODEZ fL24G 24" GASKE7ED FIBERGLASS PVC EQUAUZER 1"PVA; SCH 40 UD WI7N .S:S. BOLTS ORENCO INTERNAL SPLICE BOX 73' o VAL IEo LA7FRAL MODEL S84 �! 410 GROMMET INLET ORENCO 1-1/4"0 DISCHARGE ASSEMBLY LACE ON 6"BED •• AN500 245 NITROGEN REDUCTION SYSTEM REMOTE DRAwr4 BY. A.Dnvls OF PEA BYLINE 1"PRESSURE LA 7ERAL PIPE MODEL G4L MODEL HV125B e II II ' • APPROVED BY: SIGNATURE DATE: REV. JPART# SECTION ,"p� SCH 4D COUPLING 2 TO 1 HEADER W/ EQU. VALVE 3 4"d SOR35 PVC FROM w hydr ction' 10/19/17 000 HA-1 80056-R g5- CUT-AWAY Ars O I HWROAC7701V LPAN500 1-1141TRANSPORT UNE TO �.1 r DRA/NREZD, INSTALL GROMMET 0125L OR/LL 1/8"DRAIN HOLE/N EZBOW GRADE 727 D/VERT 61" a O RUNOFF 2 x1 w PVC SCH » ORENCO FLOAT ASSEMBL Y OR/LL VE DRAIN HOLE MODEL MFJP21FS O FLOW O ED 40 TEE ABOVE CHECK VALVE YB.• 01VAIGH WA TER ALARM VALVE BOX IN 77-1 ~- O R. OFA' 1" PVC SCH 40CAP W LOW HA PLAN PRESSURE LA TERA. w VAL IE ORENCO H/GH HEAD PUMP T OFF PVC SCH 40 BALL (REFER TO GFOYAN) STEEL UFT RING (3) ' MODEL PF3005 DISTAL HEAD PORT SCHEMATIC 3 I N REINFORCED CONCRETE AN77-FLOATA770N 1/26/2022 MJW REVISE PER SCDHS COMMENTS DATED 1/19/2022 » " O „ DIM.- 36"DIAMETER x 12"DEPTH, EMBEDDED 6" N Ts 2 PIE SCH 40 I PVC �H 40 N DRY HEIGHT 3" SQUARE DEADMAN 1,124 LB 12/29/2021 MJW REVISE PER SCDHS COMMENTS DA 7FD 11/1/2021 » » MAN/FOLD PIPE +. .; 70TAL BASIN BUOYANCY 1,129 LB AT 6FT SUBMERS/0YV 09/19/2021 M✓W DESIGN IA-OWTS 2 x1 PVC SCH PLAN AN77-BUOYANCY(3' SQUARE D£ADMAN).• .X296 LB (292.5) PLACE ON 6 BED 40 TEE I 36» I Date By Revision OF PEA STONE 1" PVC SCH 40 ORENCO PUMP BAMN WITH FLOW INDUCER Designed by: LZ MJW Drafted by: LZ MJW Checked by: MM SECTION PIPE ORENCO SIMPLEX DISCHARGE MODEL P8246OR REM07F PLC CONTROL PANEL WITH AIR PUMP BASIN DETAIL .� - MOUNTED REMOTELY NTS (INSTALL ABOVE EL. 9.0) 1HE VVALVE SHOULD BE 7HE HIGH PO/NT, ORENCO PUMP STATION ANTI-BUOYANCY CALCULATIONS a rre ff HA7FR SHOULD DRAIN BACK TO INE PUMP TANK AND 70 G'EOMAT TO PREVENT fREE7/NG BASIN HEIGHT TOTAL VOLUME BUOYANCY AT FULL DEADMAN SOIL 5UBUERGED CONCRETE TOTAL AN77-BUOYANCY BOnaCCI PROPOSED AIR (INCHES) (GALLONS) SUBMERSION COVER DEPTH AN77-BUOYANCY AIV77-BUOYANCY FACTOR OF & (POUNDS) (INCHES) (POUNDS) (POUNDS) SAFETY SUPPLY AND FLOW EQUALIZATION VALVE SCHEMATIC ELE07PICAL POWER N TS 7U OF WALL EL Van Weele, PC TO 11A OWTS „ 72 135.36 1,128.90 66 648.24 3,295.94 2927. ( £ PLAN) PROP. AIR VENT Ip (PROPERTY LINE) g Surveyors • (//A OWTS N07E 7) ��RS AS PER MANUFACTURERS.SPEdFJCA710NS OR APRP01£D EQUAL COY£RS LESS THAN 6MRS 1WLL HALF A SAFETY L7Ev7CF/W AS PL74 SCDHS Engineers i n e e rs • Planners F/N/SHED GRADE ALONG OUT5IDE OF (M O 1M 6F 25'CF EXTEN&W CCVIARS MAY BE USED 70 BRING CASM(G TO GRADE) PROPOSED.t1OLF 210 SM40 PW:MANIFOLD PIPE 175A Commerce Drive Hauppauge, NY 11788 F.F. ELEV. _FOUNDA77ON TO BE IN ACCORDANCE a T 631.435.1111 F 631.435.1022 W17H FEMA STANDARDS FOR FLOOD PROPOSED INRL7RATCR 00CK4 STANDARD CHAMBER Z VENT.9 ORDK0 PUMP BASH MOM P02460F7 PROPOSED I#PVC SM40 PIPE LA7ERALS s ' v'\ www.66vpc.com AN77-FL&47A7701V F7.ANLL• SWARF LENGTH- *24LF(9)ORIFAXS PER LATERAL (72LF 70TAL) / k �C.COm RIM-,,1,10 0 2.0 FEET BETWEEN OR/fX'S EACH BRANCH(3) PROPOSED I I SLOPE USGS HISTORIC WATER ELEVATION CALCULATION .•' W BOTTOM OF WALL £L. CLEAN-OUT - G4ADE-EL t8.0 1 ON 3 •• " (IT (SEF PLAN) USGS S?Mt. 410356072260301 - S 16780.1 APPLY WA 1FRPROOF ,f 4 ® 18 CERT. 2 CL. I IINLET 5'MIN. Z k WE71 LAND suRFACE ELEVAnav = 430 (NGVD29) 42.0 NA W88 UB(BRANE THIS SIDE I vj Tax Map No.: DISTRICT 1000 SECTION 71 BLOCK 1 LOT 5 CRAWL SPACE 11VV t5.5 DIA- Q 03/27/07 RECORD HISTORIC HIGH = 54 NGM29) 4.4 NAVD88 .° 8111 r _3 LF 1.2 VC T DECEMBER 2006 RECORD LEVEL - 52 NGVD29 4.2 NA W88 OF CONCRETE WALL .� INTERPOLATED HIS70R/C HIGH 'A' ' -- l4o P T ® ® p qi O ( ) SLOPE OU7�T f50LF 4 A SDR-35 PVA P/PE G14 /NV t6.5 APPROVED£DUAL P/Tla4£D 1 4" - EQUINA (COlV7RAC7OR 70 VERIFY / /PT MIN. t5 LF 4'OR SDR-35 � PVC EL 4.4 - EL. R2 - 49 FT 5 NORTH PARISH DRIVE EXISnNG/NVE7?T) INV. t53 EQUIVALENT PITCHED /NV 17.5 BOTTOM EL 6.5�• = EL 42.0 - EL 4.4 - 4.9 FT °I ,fS ® 13"HO1RZ. ,� CAST-IRLW PIPE TO EXTEND 1/8%FT MIN. /NV. t50 R2 FT/388 FT - QS.X N _ °..' ' OF N 7'(DEPTH 70 0..W OV-SI7£)40.5Z = 0.3' - •+ �� SCOTT RESIDENCE 7HRCM O FLfFET 70N A lNl! t62 a W A, GAP MINIMUM OF WALL GROUNDWATER EL *1.0 N EL 1.Ot 0.3= EL. 1.3 APPROX/MA7f H/CHE3T EXPECTED GROL/NOWA7E? ;� Ow 6r \ PS\ EL P j ✓NQ� e4ez TOW •OE-SOU' HDL SUFFOLK COUNTY 1.AGARBAG£GRINDERS AND WATER SCF7E7VERS SMALL NOT DISCHARGE TO//A OWTS ;�;.4� �;d;,,,k,m,,;,p•OWIS NOTES- � o•• • n O � : t �� � U 2 INSTALL EFFZU£NT nL7ER(7UFF 777E EF-4 OR APPROVED EQUAL)DIRECTLY UNDER OUTLET ACCESS • • ' a O� H.0.W. a. 11.3 COVER y ° ° e �� /72285 .1 PROVIDE 6-STABIL/ZED SAND BED UNDER 11A OWTS UNIT,• MAX. TLYERANCE OF J'IN ANY D/REC77GN. BOTTOM EL. t0.0 a 1.0 4. HEAVY CONS7RUC770N EQU/PMENT SHA[1 NOT BE ALLOWED NEAR AREA O�l/A OW'7S1 4"PERFORATED DRA/NAGE PIPE CPP ° • AROF NP�'� FEB '" t� 68 „ 5 IIA OWTS SHALL BE TESTED FOR WATER PGH7NESS AFTER INSTALLA770M PER SCDH51MANUFAC7URER5 " e ' ESSIO 2022 (HYDRO-AC77ON SY57EM 70 BE ANCHORED „ SPEC/FICA77ONSILS DOWN W17F/HELICAL PILES OR APPROVED ;° 6. 7HE CON7RAC70R SHALL SCHEDULE ALL R£OU/RED IN5P£CT)ONS W17H BOTH SCVHS AND THE DESIGN 4 ® 18 VERT A'. • `y '�'• '� EDUAL SEE BUOYANCY CAL CULA77ONS AND ENGINEER (PRO 48 HOURS No77CE). 7HE DESIGN ENGINEER SHALL INSPECT THE//A OWLS PR/OR 7b I I DETAILS) HYDRO ACTION AN500 150 HORZ. BACKFILL AND DURING SYSTEM START-UP. 7T ALTERATION Of THIS DOCUMENT, EXCEPT BY &outlwldTrnm NITROGEN REDUCTION SYSTEM ELEV 7. l/A OW75 SHALL BE INSTALLED W17H A 210 VENT 70 THE ROOF cF THE RESDE7VCE OR ?HF VENT PIPE '` _ 1 A LICENSED PROFESSIONAL ENGINEER IN 9mrd ofTrtistem .t0.0 MAYBE PIPED 70 7HEEX7ER/OR OF 7HE RESIDENCE AND TERMINATE 18"ABO VE GRADE' W17H A CARBON I CONCRETE RETAINING WALL ACCORDANCE WITH SECTION 7209 OF NEW SCD N.T. �=2T2997--- S FILTER. ALL VEN75 A T THE EXTERIOR OF THE REWDENCE SHALL BE P/7CMD 70WAM THE//A OW75 AND YORK STATE EDUCATION LAW, IS ILLEGAL © 2021 BBV PC IA OWTS PROFILE MAINTAIN 3'SEPARA77ON FROM WINDOWS AND DOORS. Date Scale Project No. Sheet No. VIEW: ^ ®� ^ N TS N.TS SEPTEMBER 2, 2021 1" = 20' A210254 L L E