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HomeMy WebLinkAbout1000-68.-3-11.1 OFFICE LOCATION: ®F s® �® MAILING ADDRESS: Town Hall Annex P.O. Box 1179 54375 State Route 25 JILg Southold, NY 11971 (cor. Main Rd. &Youngs Ave.) OW Southold, NY 11971 ® Telephone: 631 765-1938 a C®u�rc,� 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: October 16, 2022 Re: LWRP Coastal Consistency Review for DEBORAH L. McKEAND & SHANNON GOLDMAN SCTM# 1000-68-3-11.1 The Zoning Board of Appeals issued a determination (7682) in October 2022. The determination found the action consistent with the LWRP with conditions. En-Consultants on behalf of DEBORAH L. McKEAND & SHANNON GOLDMAN for a Wetland Permit to remove and replace (in-place, with pergola above and new steps), 172sq.ft. previously roofed-over waterside deck attached to existing 1,045sq.ft. one-story dwelling (to remain with interior renovations; remove exiting 210sq.ft. slate patio and 120sq.ft. attached deck and stairs; install an A/C pad on west side of dwelling; install a 4'x8' outdoor shower enclosure (over pervious gravel bed, piped to proposed drainage system); install 1,000 gallon underground LP tank; construct 20'x22' one-story accessory detached garage; remove existing asphalt driveway and install new pervious gravel driveway (with associated fill/re-grading, 2'-4' high landscape retaining walls, and steps); replace existing conventional septic system with new I/A sanitary system (with associated fill and 4' high max. concrete retaining wall; place approximately 480 cubic yards of clean fill to achieve proposed grades associated with proposed driveway and sanitary system; install stormwater drainage system; and to establish and perpetually maintain a 5' to 10'wide, approximately 1,035sq.ft. non-turf buffer along the top of bluff and bank. Located: 100 Salt March Lane, Peconic. SCTM# 1000-68-3-11.1 The proposed action has been reviewed to 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 and the records available to me, it is my recommendation that the proposal is CONSISTENT with LWRP Policies, and with the LWRP provided the following: 1. Preserve existing vegetation seaward of the house as vegetative buffers due to the insufficient setback to the top of the bluff. 2. The retaining wall should be evaluated for its impacts on the neighbors. 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: Honorable Lori Hulse, 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 nig_ ficant 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- supporting 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 _ thold's website (southoldtown.northfork.net), the Board of Trustees Office, the Plannin -- p�t, all local libraries and the Town Clerk's office. B. DESCRIPTION OF SITE AND PROPOSED ACTION E IV E®_ SCTM# 68 - 3 _ 11. NOV 10 2022 SOUffi_ Town PROJECT NAME Deborah L.Mckeand&Shannon Gold�map Planning Board The Application has been submitted tVncaction opriate response): Town Board ❑ Planning Boardng Dept. ❑ Board of Trustees Category of Town of Southold a (check appropriate response): (a) Action undertaken directagency (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: Remove and replace(in place,with pergola above and new steps) 172 sf,previously roofed-over waterside deck;remove existing 210 sf slate patio and 120 sf attached deck and stairs;install 4'x 8'outdoor shower enclosure(over pervious gravel bed,piped to proposed drainage system); install 1,000 gallon underground LP tank;construct 20'x 22' 1-story accessory garage;remove existing asphalt driveway and install new pervious gravel driveway(with associated fill/re-grading,2'-4'high landscape retaining walls,and steps); replace existing conventional septic system with new UA sanitary system(with associated fill and 4-foot high(max.)concrete retaining wall);place approximately 480 cy of clean fill to achieve proposed grades associated with proposed driveway and sanitary system; install stormwater drainage system;and establish 5 to 10 foot wide,approximately 1,035 sf non-turf buffer along top of bluff and bank, all as depicted on the site plan prepared by S.L.Maresca Associates Consulting Engineers,dated February 16,2022,last revised July 26, 2022. e. Location of action: 100 Salt Marsh Lane,Peconic Site acreage: 2.51 acres Present land use: Residential,one-story,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: Deborah L.McKeand&Shannon Goldman (b) Mailing address: Po Box 346 Peconic,NY 11958 (c) Telephone number: Area Code 917-691-9159 (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. FlYes ❑ No ® 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 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 ❑ No ❑ Not Applicable -SEE ATTACHED ADDENDUM- 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 LWRP ADDENDUM FOR DEBORAH L.McKEAND& SHANNON GOLDMAN 100 SALT MARSH LANE PECONIC,NY SCTM#1000-68-3-11.1 Policies 4,5,and 6 The proposed scope of work consists primarily of the reconstruction of an existing deck; installation of an outdoor shower; replacement of an existing driveway; construction of a 1-story accessory garage; and installation of a new 3-bedroom I/A OWTS sanitary system in conjunction with interior renovations to an existing 1-story single family dwelling. Based on their design and/or associated mitigation meaures, none of these activities would cause any adverse impacts to the adjacent bluff, beach, or tidal waters on the north side of the property or to the lake and associated freshwater wetlands on the south side of the property. 'Rather, for the reasons listed below, the proposed project will result in a net improvement to the site's environmental condition and will be consistent with the LWRP Policy 4, 5 and 6 goals of minimizing potential losses from flooding and erosion; protecting and improving water quality; and protecting and restoring the quality and function of Town of Southold ecosystems. 1) The toe of the bluff, which is stable and well vegetated, is located almost 300 feet from the surface waters of Long Island Sound, and the deck to be replaced is located more than 300 feet from surface waters. The deck is also situated farther from the top of bluff than the existing habitable dwelling footprint to remain and will be replaced in the same footprint, with no expansion in size or reduction to the existing bluff setback. 2) A stormwater drainage system is proposed to capture and recharge runoff from the existing dwelling, proposed garage, proposed driveway, and proposed outdoor shower, which will be installed over a pervious gravel bed and piped to the proposed drainage system. 3) The existing conventional septic system will be removed and replaced with a low-nitrogen, I/A sanitary system consisting of an I/A OWTS located at least 65 feet from the top of bluff. Unlike conventional systems that are not designed or equipped to treat nutrients such as nitrogen, I/A systems are designed to significantly reduce nitrogen loading into the groundwater and ultimately surface waters. 4) As the accessory garage is proposed more than 100 feet from both the top of bluff to the north and freshwater wetlands to the south, the only work proposed within 100 feet of wetlands is the replacement of a 2,120 sf impervious asphalt driveway, which slopes toward Autumn Lake, with a pervious gravel driveway located more than 100 feet from wetlands. The driveway replacement will thus eliminate all developed and impervious surfaces from within 100 feet of wetlands and create a potentially substantial decrease in stormwater runoff toward the lake. 5) The existing 210 sf grade level slate patio situated adaj cent to the top of bluff will be removed. 6) A 5 to 10 foot wide, approximately 1,035 sf non-turf buffer is proposed along the top of bluff and bank. 7) A project-limiting fence will be installed to contain site disturbance and limit runoff during construction. -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 It. 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 September 23,2022 Robert E.H6= Amended on 811105 DEBORAH MCKEAND& SHANNON GOLDMAN, 100 SALT MARSH LANE,PECONIC • - a 71 00 Salt�Aarsh Ln ilk lip 03 3 40 N t. •.• Figure 1. Aerial view of subject property and bluff-front dwellings located along Salt Marsh Lane to west;and community of low-lying dwellings situated closer to Long Island Sound to east. Image by Google Earth,April 2021. DECK TO BE RECON 7-1 1 a- it, _ a ot56a@, r' Figure 2. Looking south from beach along Long Island Sound toward subject bluff, dwelling;and previously roofed over waterside deck to be reconstructed in the same footprint, with pergola above. DEBORAH MCKEAND & SHANNON GOLDMAN, 100 SALT MARSH LANE,PECONIC ly r Figure 3. Looking north from deck to be reconstructed overtop of bank(easterly terminus of bluff located to west/left,see Figure 4 below)and toward Long Island Sound. PREVIOUSL EXISTING ROOFED OVER DECK TO BE RECONSTRUCTED WIT A pyy, E a, rn y F Rt1 i Figure 4. Looking east from easterly terminus of top of bluff(located west of dwelling)at previously roofed-over deck to be reconstructed in same footprint, with pergola above. RBN— u9�B ( R u'z sz m \\ w `\ 08,0 �O SEE SEC NO.DSB Bytes •�� � M TCN _ LINE 03-11-00 FOR PARCEL NO. 808 sE�E sec�xo. DY.2b12 9oJaO ^� x�f/ QO., m um 1.NO- SUBDIVISION-UMBERS PRECEI ED •//yy O '.s3q° Y4Y'q ANDFOLLOWEDBYADASNINDICAT ) / .>�'� J 0 r \NAP OF NORRI NECK FllE NO. rc/ 3 d• O�/o •^ / 1/ ` '% 826AIcI �k 4 b ' _ CDDN,Y DF SUFFOLK MmxslMcr ° '<'q P �O 182 O taA q MR SEG .10 DO—Esu ` V mwnvAwo $ 0 GM D3mI sINLET A I� mx� � vaA sr�wcacousmY.rmYFASF.rExn � �$ t0A TRUST E s \ FSOF THE OF SOUTHOLO A y 20A COUNTY OF SUFFOLK �� J��/ �... -•,\ BN,([) M {d •Bz - ❑ D� B 0♦ u �. T s N 0 0 J F a a m PROKiIIuDi �Z— m �O .yz cmrrsEwRvxmvFASEurxn mmatx.. xxa •„,+ � ^ °MAiai—__-cz_---unE �_ MATCIi f--- —�--__ ___---�--_— LINE SEE SEC.NO.D]I \S SEE SEC.NOw on a� L .iovw. ww ,n u. ------ muw. --•u-- a.umevu. --w-- a NOTICE UUry COUNTY OF SUFFOLK © K DF SOUTHOLD SECTION NO --�-- �' rA° ��Real Property Tax Service Agency Y E _..`.. -- -- cawryeenter wremeaa,x Yl,Bat M oee °' 068 N ti w D v xo xx w.• IxtHc)m MYA "� —_-- mnuw --.-- omu,�--xw-- rerw _ XsyS P -C*No 1000 PROPERTY MAP -- S.C.T.M.# DISTRICT 1000 SECTION 68 BLOCK 3 LOT 11 . 1 LONG ISLAND SOUND N 51029109 it 40 206.741 0 _� -- 4 ,7 w O ZONE VE(EL 16) ! ! ! 7V O1 ZON soot, 6 — r ZONE VE(EL 14) \ 8 fl tiVOD \ 6 fig, LIMIT OF BEACH 1 1 i'PSTO10.1"E 1 8 tri POST jli t,i it 300'SET13ACK + i U1O i� I t / ' 11 fl v I 11 iv 6 1 1 (JI / t ZONE VE(EL 14) 1 �U1Ir! LAND N/F OF ►! , $ .4E SHARON LOVE i I i 1 " 1 1 UMR OF MO ZONE AE(EL 9) 1 1 wAVE ACTIO _ 1-- 10 -- -11-It—Z"K BOU�NAgRY~�• 74 12 1 •.. ZONE x ; O.E �+`� . FIE TpF %` �<,o ` SHED + \ / 6 10 QQ�/ ARFA SLOPING EQUAL OR GREATER TWW 2CM RISING GREATER TIINM 20: .�� MON. ter' ?220 :`� '\� N i :3 W coasrAL ER S) N 34 74 sN o \N ,� o HAZARD BOUNDARY32 263 <` ?8s° .N 32 30 =::::::rasa•;; :._ ' til 34 ; 8 LAND N/F OF , °c5K X28 YVONNE R GALLAGHER / IN IRREVOCABLE TRUST c 2400 : i 1� ►•-� 20 O A 18 y o ' ♦ G Y i 1 _ O.H.\WIRES �--�►�� 20• WIDE RIGHT OF WAY {' 039 3(�J 0 U. '2 U.P.' LIBER 6626 PG. 75 22 3OW 0000 MON. 10 ioma' U.P. I $ � ��01 OIRT�G o� R�+°wAY / g 0 LAND N/F OF - N / � � SUBJECT TO COVENANTS, EASEMENTS, AGREEMENTS RONALD ROTHMAN SEP 2 6 2022 MON. - - �' � / AND RESTRICTIONS OF RECORD, IF ANY. Southold Town 100 SETBACK Board of Trustees FEMA MAP#36103CO161H ° w COASTAL EROSION HAZARD AREA MAP SHEET 7 OF 49 '' F '�' PHOTO No.57-559-83 + crN EL EV. 17.5 syo av sq�, 4 DR BROWN OL LOAM 0.5' BROWN SM SILTY SAND FRESHWATER WETLAND AREA: 4,972 S.F. �'`lS�,<• ;�.� MON. _ _ PALE 8.0, AREA SEAWARD OF COASTAL EROSION HAZ. BOUNDARY: 56,240 S.F. 0& p� o , i, BROWN BUILDABLE AREA: 49,076 S.F. '416, S 54 33 00 W SP FINE 80.0 SAND 15' AREA: 110,288 SQ.FT. or 2.51 ACRES (TOTAL) ELEVATION DATUM: NAVD88 ScBROWN CLAYEY HIGHEST EXPECT. UNAUTHORIZED ALTERATION OR ADD1710VV TO THIS SURVEY IS A V7OLA77ON OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. COPIES OF THIS SURVEY SAND 15.3' WATER EL 2.2 MAP NOT BEARING THE LAND SURVEYORS EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. GUARANTEES INDICATED HEREON SHALL RUN ONLY TO 7HE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND LENDING INS717UTI01V WATER IN USTED HEREON, AND TO THE ASSIGNEES OF THE LENDING 1NS717U710N, GUARANTEES ARE NOT TRANSFERABLE. SCBROWN 7HE OFFSETS OR DIMENSIONS SHOWN HEREON FROM THE PROPERTY LINES TO THE STRUC7URES ARE FOR A SPECIFIC PURPOSE AND USE THEREFORE THEY ARE NOT INTENDED TO MONUMENT THE PROPERTY LINES OR TO GUIDE THE EREC17ON OF FENCES, ADDI770NAL STRUCTURES OR AND OTHER IMPROVEMENTS EASEMENTS CLAYEY AND/OR SUBSURFACE STRUCTURES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT aV THE PREMISES AT THE TIME OF SURVEY SAND 19, SURVEY OF-.DESCRIBED PROPERTY CERTIFIED T0: SHANNON GOLDMAN; DEB MCKEAND; WATERE IN PAL MAP OF: FIDELITY NATIONAL TITLE INSURANCE SERVICES, LLC; SP BROWN FILED: MORGAN STANLEY PRIVATE BANK, N.A.; FINE SAND SITUATED AT:PECONIC ,JUNE 1, 2015 19' TOWN OF:SOUTHOLD KENNETH M WOYCHUK LAND SURVEYING, PLLC McDONALD GEOSCIENCE SUFFOLK COUNTY, NEW YORK Professional Land Surveying and Design � ME WATER SUPPLY, YYELLS, ORYWELLS AND CESSPOOL New York 11931 P.O. Bou 153 Aquebogue, LOCATIONS SHOWN ARE FROM RELD OBSERVATIONS FILE #220-158 SCALE:1"=40' DATE:NOV. 15, 2020 N.YS. LISC. NO, 0504382 PHONE (631)298-1588 FAX (631) 298-1588 AND OR DATA OBTAINED FROM OTHERS DRAINAGE ANALYSIS: 100 SALT MARSH LANE EXISTING LOT COVERAGE w w m DRAINAGE CALCULATIONS � GRADE VARIES LINEAR FEET REQUIRED 206 . 74 Total Lot Area 110,288 SFDepth of 4. ____.- Freshwater Wetland Area 4972 SF RAINAGE LINE �--� RUNOFF ADJUSTED EVENT - LEACH. Diam Drywell # Total LF 5102910911 LINE 40 - :�- (0 v cN, DRAINAGE AREA AREA(SF) 8 /42.2 10 /68.42 GALLEY Drywells MHW _ -- Area Seaward of Coastal Erosion HaZ. Bound. 56,240 $F v *COMPACTED GRANULAR F �* � COEFF. SQ FT 2/12(CF) 32(CF)/FT Used Sections Used (EA) PROVIDED �_._ - Buildable Land 49,076 SF BETWEEN PIPESU R IN ILL �, CD 'I g 2 ��- (LF) °r°•WATER AND DRAINAGE LINE JOINTS -6 -5 -5 DA 1= House Roof 1050 1 1050 175.0 5 3 6 8' 4 2 8 -- -- z _Z >10' FROM CROSSING N t- +Outdoor Shower 5 showers/day 13.4 1 1 1 DESCRIPTION •USE HDPE CORRUGATED DRAIN ua `� W •� Dwelling 1045 SF 2.13% lid DA 2=Garage Roof 400 1 400 66.7 2 1 3 8' 3 1 3 PIPING DA 3=Parking-Gravel 870 1 870 145.0 4 3 5 8' 6 1 6 DA 4=Garage Parking- Waterside Deck ° ( , �0 172 SF 0.35/o Gravel 1620 1 1620 270.0 7 4 9 8' 6 2 12 �"', v I 00000 Landward Raised Deck 120 SF 0.24% WATER LINE ZONE VE(EL 16) /� IV ° WATER LINE/DRAINAGE LINE CROSSING DA 5= Driveway-Gravel 500 1 500 83.3 2 2 3 10' 2 1 2 O ^ o �" Shed 33.5 SF 0.07% Leach 0 ' V �� � _ Total 1370.5 SF 2,79% SCHEMATIC- NOT TO SCALE v DA 6= Driveway-Gravel 380 1 380 63.3 2 1 2 Galley 1 2 2 • + - ��`� °a� -� DARY �� ���� yo W 0 �, ZONE BOUN ______- 6 0 PROPOSED LOT COVERAGE 0 LONG ISLAND PRECAST Q ' .�• FIRM _ __-- �o 4 CORRUGATED 4 CORRUGATED POLYETHYLENE CONCRETE TRENCH DRAIN OR ZONE VE(EL 14) _ Total Lot Area TREATMENT UNIT 110,288 SF W Y POLYETHYLENE PIPING PIPING (TYP. EQUAL w/ GREY IRON GRATE - '� _ --- 7_4� Buildable Land caIY 0MID-LEVEL H-20 TRAFFIC BEARING RATED _________-- OF DUNE -�-- WOOD 49,076 SFCLEANOUT COVE ___ _______-- TOE ENDCAPTYPE 0 m 0CROSS-CONNECTION __ gEACH ST 1O. 1E LEVELING DEVICES O 0 W0BETWEEN GALLEYS (TYP.) GRADE 6.7' ___- __ 6 LIMIT OF -- DESCRIPTION PLAN VIEW Ic` �\/ ❑ ° O 100 Salt Marsh 5 Dwelling 1045 SF 2.13/° d' Peconic,NY 11958 m/,\�,\�,/\�,\�,\ \�,\�,\�,\�,\�,\ /,\/,\�,\/�./,\�,\� �,\�,\�,/,\ \�,\,\�, � /,/� � Reconstructed Waterside Deck with Pergola 172 SF 0.35% GRADE 26.0'/\\/\\��\//\/\\�\�\/\\ /\ /\/\/\i\/\i\i\i\/i\i\i\ \ \i\ \�\`• TOP LEACH GALLEY -� ` \ \ P0STEL. 5.7' $ � \ Landward Raised Deck to be Removed -120 SF -0.24% /\\//\ //\\//� Lu p g Q Shed 33.5 SF 0.07% ,i/\ CAPACITY: �\//\\/ �.� ~ � I SLOPE I BOT LEACH GALLEY -/ / 1 , \ ) 0 /\\//\\ 30 GALLONS /\\ \� 4'-0" (n / J Proposed Garage 440 SF 0.90/° /\rAX.) -IT/ I FT.I EL. 4.2 / � ,\\//\\ /\\//\\ ( ' o MIN. '-6"- 3'-0" MIN.--4 ^`_ Total 1570.5 SF 3.21% \��\ �\��� o IMPERVIOUS IMPERVIOUSI FROM I - TREATMENT UNIT TO DRAINFIEL ` I SOIL N SOIL GROUNDWATER EL. 2.2 /- (TABLE BY MERYL KRAMER ARCHITECT) \/ BOX BOTTOM 24.9 \ INLET I.E.24.8' '`--- ------ Q r'�� _ '• ' UTLETLE.24.4' ,c BACKFILL MATERIAL TO BE CLEAN WRAP ENTIRE GALLEY W/ `tee I` " <^A`r FINISHED GRADE OF SAN OR BED SAND AND GRAVEL (TYP.) 6 OZ. NON-WOVEN GEOTEXTILE FABRIC 00 \ SECTION OF SAND OR PEA GRAVEL t PLASTIC DISTRIBUTION BOX DETAIL /. 1 l riiiiiiii� 6 x 6 P.T.TIMBER TIE 1 L EAC H I N G GALLEY J BACK @ 8-0 SPACING POLYLOK3017KING OR EQUAL w/HEAVY DUTY LOCKING COVER TO GRADE -----� "OFFSET AT EACH SCHEMATIC NO SCALE m - ' ` ^ 1 LAYER-(TYP') KEY MAP ' V 0 w ` �/ � �1 o N N LU OCl) _ C6M � * \ I v o x_011 APPLICABLE I/A-OWTS SYSTEM GENERAL SPECIFICATIONS: Q ENGINEERS CERTIFICATION IS REQUIRED FOR O L6 0 O ( 1.THE INSTALLER MUST HOLD A CURRENT LIQUID WASTE LICENSE PURSUANT TO CHAPTER 563 ARTICLE VII (SEPTIC 4" LEADER CONNECTION ALL IAOWTS INSTALLATIONS. THE DESIGN ` 6 _-` v ' 6 x 6 P.T.TIMBER 6 x 6 P.T.TIMBER INDUSTRY BUSINESSES AND ENDORSEMENT J INNOVATIVE AND ALTERNATIVE TREATMENT SYSTEM INSTALLER THROUGH AT BUILDING �� RETAINING WALL TIE BACK 4 LENGTH ) ( ) CLEANOUT COVE z ENGINEER MUST BE CONTACTED WHEN THE THE SUFFOLK COUNTY DEPARTMENT OF LABOR, LICENSING AND CONSUMER AFFAIRS, PURSUANT TO SUFFOLK COUNTY CODE BELOW GRADE BOARD OF HEALTH/ WASTE WATER %563-79(II)(J).THE DEPARTMENT OF LABOR, LICENSING AND CONSUMER AFFAIRS MAINTAINS A LIST OF LICENSED I/A OWTS NATURAL GRADE 40 d NAILS @ 12"O.C. MAINTENANCE PROVIDERS. GRADE EL. 10.0' MANAGEMENT INSPECTOR IS CONTACTED FOR �' �'�' woo STAGGERED BETWEEN / \ \ TYP. 2.ALL I/A OWTS MUST BE REGISTERED WITH THE DEPARTMENT IN ACCORDANCE WITH ARTICLE 19 OF THE SUFFOLK COUNTY \ \\/\ \ •�'� \\ \ \\ \\ \\ \ \ \ \ \ ( ) /i:\/ice/ice/ice ZONE VE(EL 14) _� �� ' //\// // // //\//\//\//\//\//\ CODE PRIOR TO THE DEPARTMENT GRANTING CERTIFICATION OF COMPLETED CONSTRUCTION ON "AS BUILT" PLANS. TOP DRY WELL I FIELD COMPONENTS MUST BE VISIBLE. .•� W EL. 8.5' I I -- --- ,�-� - �`___ 3.AN EXECUTED OPERATION AND MAINTENANCE CONTRACT BETWEEN THE MAINTENANCE PROVIDER AND PROPERTY OWNER ` SLOPE I -„/ ' MUST BE SUBMITTED TO THE DEPARTMENT PRIOR TO THE APPROVAL OF THE I/A OWTS REGISTRATION BY THE DEPARTMENT TWO TIES BELOW IN ACCORDANCE WITH ARTICLE 19 OF THE SUFFOLK COUNTY SANITARY CODE. ♦^ T l /1 4/FT.I * A MAINTENANCE CONTRACT & CONTINUOUS i BOUNDARY GRADE(TYP.) MAINTENANCE IS REQUIRED FOR THE PROPER ` �\ FIR ZON� 4.ALL INSTALLED I/A OWTS ARE REQUIRED TO HAVE AN INITIAL 3-YEAR WARRANTY AND OPERATION/MAINTENANCE SERVICE FUNCTIONING OF ALL 1/A TREATMENT TANKS �____ / ----- g CONTRACT. 0a) = r BOT DRY WELL iIMPERVIO S IMPERVIOUS] \00006 OF MODERATE TIMBER RETAINING WALL 5. INSTALLATION AND USE OF THE I/A OWTS MUST CONFORM TO THE DEPARTMENT'S APPROVED I/A OWTS GUIDANCE O Q� SOIL SOIL I , __fir LIMIT CTION DOCUMENT PREPARED IN ACCORDANCE WITH THE STANDARDS FOR"APPROVAL AND MANAGEMENT OF INNOVATIVE AND EL. 5.0 ALL DRAINAGE SRUCTURES MINIMUM 10 FROM ---_ WAVE A / ALTERNATIVE ONSITE WASTEWATER TREATMENT SYSTEMS."THESE STANDARDS COVER VENTING AS FOLLOWS: ZONE AE(EL 9) / SCALE: 3/4"=1'-011 � •- �3_011 MIN. -8' O DRYWELL 3'-0" MIN.-� BOUNDARY "WHEN AN I/A OWTS REQUIRES A VENT,THE UNIT SHALL BE VENTED TO THE ROOF OF THE RESIDENCE BEING SERVED.VENT I I ANY SANITARY COMPONENT AND WATER LINES _�` _ ■ �"�!�� PIPES SHALL EXTEND A MINIMUM OF 6 ABOVE THE ROOF LINE AND THE TOP OF THE VENT SHALL HAVE A MINIMUM o z C) Z I ____ - HORIZONTAL SEPARATION OF 12"TO THE SLOPED PORTION OF THE ROOF. IN CASES WHERE ITIS NOT PRACTICAL TO VENT l__------ ___ N I ALL CATCH BASINS MINIMUM 10' FROM ANY \� �__�� _y ~`� 10 THE SYSTEM TO THE RESIDENCE ROOF,A VENT PIPE MAY BE PIPED TO THE EXTERIOR SIDE OF THE RESIDENCE AND Q Uj C GROUNDWATER EL. 2.2 `� RAILING BY OTHERS-►I i TERMINATES A MINIMUM OF 18"ABOVE GRADE.THESE VENT PIPES SHALL BE LOCATED A MINIMUM OF 3' FROM ANY WINDOW 0 W SANITARY COMPONENT / 5 FROM WATER LINES IRM ZONE BOUNDARY � 74 12 - 10" MIN. OR DOORWAY AND MUST TERMINATE WITH A CARBON FILTER DEVICE.ALL VENT PIPES MUST HAVE MINIMUM DIAMETER OF 2". < > BACKFILL MATERIAL TO BE CLEAN WRAP ENTIRE DRAINAGE �" �� \\ \ 6. GARBAGE GRINDERS SHALL NOT BE PERMITTED WHEN AN I/A OWTS IS UTILIZED AS A MEANS OF SEWAGE DISPOSAL. IN rICU SAND AND GRAVEL (TYP.) RING w/ 6 OZ. NON-WOVEN APPROX. 480 cy OF CLEAN SAND FILL TO BE r� \\ .�~� \\ ' FINISHED GRADE d ° ADDITION,WATER SOFTENERS SHALL NOT DISCHARGE INTO AN I/A OWTS. v � ■ GEOTEXTILE FABRIC TRUCKED I N FROM APPROVED UPLAND ` �\ \�/\�/\�/\�/\�/\�/ 7.A CONTROL PANEL BOX MUST BE PLACED OUTSIDE NEAR AND WITHIN VIEW OF EACH STRUCTURE THAT IT SERVES.THIS / MUST PROVIDE A WARNING SYSTEM WHICH WILL ACTIVATE CTIVATE AUDIBLE AND VISIBLE ALARMS THAT CAN BE READILY SEEN AND SOURCE TO ACHIEVE PROPOSED GRADES fes__ - ��.., �' �-� � � i �x \�Xxx?\�� /\� ��\� HEARD BY THE OCCUPANTS OF THE BUILDING SERVED.THE DEPARTMENT RECOMMENDS A TELEMETRY DEVICE BE ���//�� DOWNSPOUT DRY WELL \ ToF EX S IMG 210 sf SLATE ` //�COFILCTO BE` CC"AN / // INSTALLED TO TRANSMIT IMMEDIATE REMOTE ALARM NOTIFICATION TO THE 0&M PROVIDER NAMED IN THE O&M AGREEMENT. ry � 0 36 _ _ _ _ _ 4F ZONE X A N GRAVE "�� EXTG. COUNTOUR - - - - - - - ���B�UF PATIQ TO BE REMOVED 2:8 W F ` /��e� \/ \� \�\�/ ,a A GFI OUTLET MUST ALSO BE PROVIDED NEAR THE CONTROL PANEL TO PROVIDE POWER FOR MAINTENANCE AND TESTING O NOT TO SCALE _ \F\ \ \\ �TG', \//\//\//\//\//\//\// #5 REBAR @ 12" C. EQUIPMENT. USE A DEDICATED 120 VOLT AC,20 AMP,SINGLE-PHASE CIRCUIT BREAKER IN THE MAIN ELECTRICAL PANEL FOR Q O PROP. COUNTOUR 36 � ,: ° SERVICE TO THE HYDRO ACTION CONTROL CENTER. r , M \/0/\, \/\\/\\/� CLR. TYP. g 8.THE PLC CONTROL PANEL WITH COMPRESSOR PUMP REQUIRED FOR THIS INSTALLATION SHALL BE INSTALLED ON A V W AN 400 SERIES HYRDO ACTION TREATMENT TANK AREA SLOPING EQUAL OR GREATER THAI 20 �� �� �� '�,9T / �� ��Q� / //� CONCRETE BASE WITHIN VIEW OF THE PRETREATMENT TANK. ENSURE ADEQUATE VENTILATION AND PROTECT AGAINST ■ 2-REINFORCED00SERITHERMOPLASTIC ACCESS COVERS TO GRADE, > \, � \� , ` / � �� ��i / \ \ \ / " 00 1sT FLR. RISING GREATER THAN 20 . �/ . �� � \ �J \ WATERPROOF ALL\ � 45 REBAR 12"O.C. SUNLIGHT. UNIT MUST BE HARD-WIRED TO A DEDICATED 20 AMP BREAKER IN THE CONTROL PANEL ALL UNDERGROUND � T BOLTED TO PREVENT UNAUTHORIZED ACCESS. `� �� \ Q / @ WIRING TO BE INSIDE CONDUIT. ..1.. FFE 34.4' �O Tp / , SURFACES BELOW GRADE' a ' IF COVER WEIGHS LESS THAN 60 LBS.A SECONDARY SAFETY LID OR �, ,\ FC. / \ 1 n P"" \, ***HYDRO ACTION CONTROL PANEL, DEVICE SHALL BE INSTALLED PROPOSED 1 035 sq - -,��� egNlf \\ \\7 4 \//�\//�\//�\//�\/�\/�\/ 9. INSTALL I/A OWTS TANKS ACCORDING TO MANUFACTURER'S RECOMMENDATIONS.ALL APPLICABLE RECOMMENDATIONS ` - \ I / / / / / / / PROVIDED BY THE MANUFACTURER SHALL BE IMPLEMENTED.THERMOPLASTIC RISER COVERS WEIGHING LESS THAN 60 LBS. VENT W/CARBON FILTER& NON-TURF BUFFER _ �� / / / PLC CONTROL HP80 COMPRESSOR -O >� ��""'� � \ \\�\\�\\�\,< \ �\\ 44 W/IN ENCLOSURE LOCATED W/IN 2'0 PLASTIC 1 -8 flJ 12 DEEP LEACHING POOL // // // // // // // SHALL HAVE A SECONDARY COVER OR SUPPORT DEVICE INSTALLED BENEATH THEM VIEW OF SEPTIC TANK DISTRIBUTION BOX COASTAL EROSION r..SlC L r E- r 3� 2 C \\ ' O S �!_- \/\/\/\/ GRADE 10. THIS I/A OWTS HAVING BEEN APPROVED BY SUFFOLK COUNTY FOR PROVISIONAL USE, IS REQUIRED TO BE SAMPLED w/1 -8 0 12 DEEP EXPANSION POOL > 2fj' Q ' ( \>/\>>\\ -\ \\ \\ \\/ HAZARD BOUNDARY" ' 4 2 0 / #5 REBAR @ 12"o.C. a , , BASEMENT �" x 7� 2 .3 W ' / / dv WITH THE FREQUENCY REQUIRED BY ARTICLE 19 FOR PROVISIONAL 1 OR 2 USE. DURING THIS PERIOD THE MEAN ROLLING h >`� �, I \\ \\\12 HOOK-30 SPLICE \ \ \ \ AVERAGE OF TOTAL NITROGEN IN THE EFFLUENT MUST BE=0R< 19 MG/L. GRADE t 28.0 GRADE t 28.0 r- \ \ \ \ FFE 28.6' �N ==-°- � � / U ,�,9• � �`�� '�� �, \\ \\ ' _ - �� I /\/ \/\/\/\/ E 24.T E�4.4' �� I TOP DOME EL.26.2 EXI$TINNb 172 sf P EVl6USLY ROOFED-OVER J \� � � / ^. // ±16' I - \\ \\ \\ \\ ° \\ \\ \\ \\ 11. DETAILED INSTALLATION, PERATION, I TOP LEACH POOL '� � \3 CLR ALL \ \ \ \ �d /\/\/\/\/ FOR A O AND MAINTENANCE REQUIREMENTS ARE TO BE FOUND IN ARTICLE 19 STANDARDS F tJ I.E.25.2' IN. "/FT SLOPE is td EXISTING 1 -STORY 3-BR DWELLING w/BASEMENT i / 3 DECK TO BE REMOVED AND REPLACED I / / / / / , I/ OWTS SYSTEMS(12.29.17) SECTION 19-107. DETAILED REGISTRATION REQUIREMENTS MAY BE FOUND IN THE SAME O Ely t"/FTMIN• JVFT IN. I EL.24.7' / AROUND // // // // /� // // // I.E.24.8' SLOPE � TO REMAIN w/INTERIOR RENOVATIONS N w/172 sf DECK(w/PERGOLA ABOVE)AND STEPS � � \ \ \ \ \ \ \ \ -(Tc. CLEANOUT T v SLo E LEACHING EXPANSION I TOTAL(3) BEDROOMS r� �n 14. \ \ I BACKFILL WITH CLEAN i - 4 cv a� 22,1' \ \ \ \ \ �� ( ��l ,/ 0 , � \ \ \// 10�j\\ \\ \�/ DOCUMENT, SECTION 19-106. RADE AT FACE I. 24.6' I E 244' POOL POOL SAND AND GRAVEL FIRST FLR.: F.F.E. 38.4' GFA 1263.7 S.F. ' 8• co /�' \ \ \ ` ` ` \ / OF BUILDING BASEMENT: F.F.E.28.6' GFA 1263.7 S.F. ,/ �.Q 0 F \ \ PF�OPdSEd 4'x 8'8UTDOO / \ I UNSUITABLE SOILS SHALL BE REMOVED AND REPLACED w/ / 1 21.9' 1 PO SHOWER ENCLOSURE OVER \//\//\/ \ \//\//\// ° ,#/5 RE�AFi 12"d.C. y i _yam v 3, _. ._ 3'� CLEAN SAND DEFINED AS SP OR SW BY ASTM STANDARDS FOR C�/ 32 STY FRDWELL/ BACKFILL COLLAR I I A 3'COLLAR AROUND THE LEACHING GALLEY STRUCTURE w/A CLEAN OUT AT THE FACE OF THE0 PRO S GRAVEL BED(PIPED / \ FF' NG TO PROPOSED DRYWELL) //////// . .' , I MINIMUM OF 6'STRATUM OF ACCEPTABLE MATERIAL BELOW BUILDING-SEE DETAIL 1 ON S-1 / GF 38,0 2 //�/ �\ \ , cb I , \\ \\ \\ e a a . '.d ' % `\ ° ° d ^� (TYP.) i LEACHING STRUCTURES ' / �8. , 28.6 1 1 \, \� 1 \\ O / \/\/ d, p \/ o . tnZ� `�Lt a .d PROPOSED LANDSCAPE RET, WALL C� / ,( d ° 3 NEW 1000 GAL. / \ \ \ . . \ a ° d . a. °d d d d ACE OF BUILDING Nt�ati t4 BOT LEACH POOL /' UNDERGROUNDLPG / _ \/\\/\\/\ SCHEDULE 40//SDR 35 SEWER PIPE I ALL PIPE TO BE MINIMUM 4"0 1 EL. 11.T / 36.3 DA 1 N ' I ' I / f/ ``\ / / / / / T.O.SP STRATUM EL.9.5 / / ' / / • ;• IN.16"X 16"X 4"DEEP ` PESSIO I FFOO��NG TO B� rt� //\//\ \/\ \//\ COMPACTEDEMBEDMEN d' VENT STACK d I I SANITARY SYSTEM: , +BW 28.0 30 I I I / a \ \ \ \\ / „ STOPPER OR END PLUG �__________ _____________________.( W / � -__ 1 I � � NDISTUR D �Y,\ R I / / / �#5 REBAR 121O.C. #5 REBAR @ 12 O.C. I I PROPOSED IA-OWTS(4 BEDROOM SYSTEM): , I / A PROFILE I I -- / / - \ \ \ FLOOR SLAB OR STRUCTURE SLATE OR OTHER I HYDROACTION AN400 IA TREATMENT TANK -440 GPD +� PROPOSED 1,035 sf \ \ \ \ \ \ \ \ \ \ \ o CORNER REINFORCEMENT SUITABLE COVER j 6' IN. i w/HEAVY DUTY LOCKING COVERS TO GRADE w/ 30 ' -� / /- / NON-TURF BUFFER f 1 4° 24" EACH LEG * d � O �• \ \ �� VERTICAL SCALE:8"= 1'-0" 8'0 12' DEEP LEACHING POOL , $ m EP 1 8• / , , 4 SANITARY RETAINING WALL /\ \/ S / / j BOT SP STRATUM EL.2.5' GROUNDWATER EL,2.2' w/1 -8'0 12'DEEP EXPANSION POOL /� ,' ,/ g - l / / SCALE: / - 1 -0 ° HIGHEST EXPECTED 28 �� 10' 26 i / / / ' / \ 4 .4� a TYPICAL RETAINING INTERIOR 1EXTERI0R �` / / / / \ � EXTG.WATER , o• WALL REINFORCING •' \\ \\�\\ \� �\\/\\�\\�\\�\\/\ PROPOSED 4'MAX. HEIGHT POURED / \ LP - ' ' / / LINE TO REMAIN ' WYE DANIEL L MALONE ` ,c''�� - / I d° WELBOW �-' CONCRETE SANITARY RET.WALL 26 c9 ,, A, \ / / / , I WASTE LINE d' ISLAND SOUND IMPROVED /- 24 r / LONGPUBLIC WATER /' , - --- _ __- r0 206.7 4' AVAILABLE /� r I - /�O�O/// '// SEPTIC TANK N S 1029,09" E _ _ -- "r ( 2"VENT W/CHARCOAL FILTER FROM TANK, CONTROLPANEL W/GFI OUTLET, 2� �` ' / S, I II . ' MINIMUM T CAST IRON � r ' i / CONCRETE RETAINING WALL EXTENSION FROM FOUNDATION COMPRESSOR TO BE INSTARLOED WITHIN AN _ T 28'0 - 2rL �/ / l ' / / � \ I ' 4 _ �� X G. 12b if RAISED ( �\ (w � CORNER REINFORCING DETAIL ENCLOSURE WITHIN VIEW OF SANITARY SYSTEM. LINE �. ECK AND STAIRS TO BE \ SCALE: 3/4"=1'-0" o v I v i I I I TO BUILDING PANEL w/DEDICATED 120 V AC/20 AMP 22 I IN 4,o, /E 0'D AND RE OVED \ II CLEANOUT AT FACE OF BUILDING - DETAIL1 BREAKER.ALL LINES BELOW GRADE TO BE IN CONDUIT -_-- 2 � o I `F-11, �e.�T-- � D i N E OF D"NE OL T'^' I / / 1 0 DWELLING ELECTRICAL PANEL 20 AMP HYDROACTION TREATMENT UNIT -------- uNR OF BF/,C ITo I ° 'f01'O'1'E ' ' i I ' APPROX. LOCATION OF EXTG _ - M 1I ✓V 2 0, 8�- 1 � / I 1 Rl I EL LINERICAL FROM STREET ETE /� -(\-'---'------ I SANITARY SYSTEM TO BE - --.__� _ G�J (�� f,10 P POSED 4 MAX. HEIG r '�'II 20AMP RP, --- -- --( )RECIRCULATION PUMP POST I 4gs I ' ABANDONED AS PER SCDHS DA 3 I TIM//BBER LAN SCAPE RE .WALL ' E -6 -F -E --E -E �...-1 1 `/ XER PUMP n- \ Q QUICK DISCONNECT 20 AMP PUM - --- OI D FUSSER I ' ' PROPOSE6 4' MAX. HEIGHT TVI/ i 7 + D SWITCH AIR AIR HOSE �^{J, 2� . 16 s3, W 10 AMP TIMBER LANDSCAPE RET.WALL --- ,� I V moi" r rr / n 10 AMP Y 28- DA 4 / -' -< i I I TO W --- ft-,,"ft � / / // ' O, - -- PANEL 5 --- --- �HIGH WATER FLOAT •�. 41- 1 -,�/� -� i '�� PRO OSED 3,2 sf PERVIOUS \J "W } ' I ___-- . --- ' .� //U• GRA EL DRIVE AY Z I I I LAND N/F OF I , 16 ,� _ 3 9 / H. WIRES / / / / DA 5 TEMPERATURE RATING OF FIELD INSTALLED �_ U \ / 0 (DANIEL L MALONq I / y ��.P� -_-� -_____-� 7 2 / 1, CONDUCTORS MUST BE AT LEAST 140 DEG F(60 DEG C) 0 LAND N F OF I I IMPROVED I i - ' G I GROUND p SHARON LOVEI 1 1 I I CONNECTED TO I I 14 �' ��� 2.2,N / / 2pQ // T TERMINAL STRIPS AND GROUND LUG N M IMPROVED , I I / 3.0 W O 1, -L o0 \ / CONNECTED TO I PUBLIC WATER LAND N/F OF , -_J/ Q _ _ -c _ _ / (990 rye, 1 LG C USE COPPER CONDUCTORS ONLY. DASHED LINES REPRESENT FIELD WIRING co w LAND N F OF PUBLIC WATER I (MARISA CARDINALE WAR / �\ , / , I J O 0. YVONNE R GALLAGHER I I I I IMPROVED I 12 �\ �' ,� EXTERNAL COMPONENTS(COMPRESSOR AND/OR p N CONNECT GROUND LUG IN PANEL TO A .� LAND N/F LY IRREVOCABLE TRUST I 1 I CONNECTED TO I �' - i r / ti -�, PUMPS)PROVIDED BY OTHERS AND MUST BE U.L. -Suz)LORRAINE ANLYAN \ IMPROVED a` I I I I ��! 2 ti I SECURE EARTH GROUND IRREVOCABLE TRUST I PUBLIC WATER --�L _-___--_ 0 APPROVED THERMALLY PROTECTED PUMPS IMPROVED `` 2.8w 0"" �s6 0 tO I I I ® 7� / ��" - 1 0-----" �` /DA 2 // oJ� I 0 W �'�� I i PROPOSED DRAINAGE-TYP. / EE WATER INAGE I BRANCH CIRCUIT PROTECTION AND MAIN DISCONECT WIRING DIAGRAM (� v < LIN CROSSING DE IL -1 I '� I PROVIDED BY OTHERS AND MUST BE SIZED ACCORDING (q ` ,•4's TO PUMP/MOTOR MANUFACTURING SPECIFICATIONS NTS _ U. C. EXTG. 2,120sfASPHALT ,j" PROPOSED 1 -STORY O $ ( ,, DRIVEWAY TO BE REMOVED GARAGE-DRY BUILDING O �\ o - ---- - ��� �� F L. 12.5' GF 440 S.F. P I z \ \ o SOUVdD AVE I ��RT/OR RD ' / (� P c OQ \�� I O �� _. A V�L D��y �� w \ 24"LOCKING POLYETHYLENE O COVER TO GRADE _� ------ / ^A I RECIRCULATION ASSEMBLY EP 245 COMPLETE AN400 -\ _ LAND N/F OF ( ( ___ �\ .- y--_ LP I OXANNE ZIMME�2 �� \ e '� ; 24"LOCKING POLYETHYLENE wOpoST ' IMPROVED f1 1 I 6 - �� PROPOSED PROJECT-LIMITING '� �, �\, COVER TO GRADE \ I I 16�r0 I (CONNECTED TO i LAND N/F OF' I __ _ �� FENCE -APPROX.AREA OF \ ROP (PUBLIC WATER rTRICIA OSHANI I -- DISTURBANCE- 17,550 sf O OLE I , I `\ \ 1` X22 �� INS 1 ���F , ' IMPROVED I Rr \�'--------- �� 0r 6•.,0, I , ,CONNECTED TO \ ` x, I LAND N/F OF I b PUBLIC WATER � I I .- '' ROGER OXEE •x'°"91 - RECIRCULATION ASSEMBLY 245 COMPLETE AN400 \ 60 � E -- 20•I,noE alc,rt OF WAY I IMPROVED ' \ CONTROL PANEL AND AIR PUMP `1 7�$°39 00„ � 'I ,�-' �, uedv ss2s Pc.�s I , , �\ "' IN POLYETHYLENE ENCLOSURE , , ..�'' I I PUBLIC WATERT ELEV. 17.5 ON PRECAST CONCRETE PAD ` APPROXIMATELY AVAILABLE I DR BROWN LOCATION OF WELL '�� z=. ;,., � I �� HYDROACTION TREATMENT TANK AN400- PLAN VIEW I LAND N F OF ' __ ' m 0.5 NTS HP80 COMPRESSOR / -_�---�- LOAM O L r EC050-30-L-80-PLC PLC CONTROL pVE IMARYANN HERRI�K BROWN E VIE`II N V +ower I 1 \ \ Gj�CI aVl I IMPROVED ; , , ,.-p SILTY SAND 8"x9"x7"DIRECT BURIAL `�.+�� p FASTENER 3/8-18 x 3�"AT HHCS a\ I PUBLIC WATER O w/SS NUT&WASHER \ AVAILABLE I I LAND N/F OF I �0 SM OR APPROVED EQUAJUNCTION BOX L DBS-97-JB PROVIDE POLYLOK 3008- /\ \ LAND N/F OF 1 , , \ , WEST 24"FLAT COVERS&SAFETY GRATING - / FAZIO SECURITY 8.O PROVIDE POLYLOK 3008- RONALD ROTHMAN / MON. I I TRUST 4"PVC PIPE(SDR35 WEST 24"FLAT COVERS&SAFETY GRATING \/ /\/� IMPROVED I I IMPROVED ( / � PALE �; \ CORE DRILL TANK AND INSTALL EXISTING AIR HOSE AND I PUBLIC WATER I D ` , � BROWN WATERTIGHT SEALED FLEXIBLE GROUND ELECTRICAL SUPPLY °D� iJOHN LAND N F OF' AVAILABLE I ffRF SANDFINE JOINT APPROVED BY THE I MANUFACTURER TYP.LEATHER I I S/5/�^� \ �� f TO TREATMENT UNIT DRAWN BY: EO ^I riavu" OUTLET 9e sH ao ' I VACANT I I F BROWN 15 a�N _ I '� 41 o; CONTROL PANEL/ I-- -� I I F 0F4� <qN� OQ CLAYEY HIGHEST EXPECT. 4"PVC DR35 EEwISOLIDS DEFLECTOR COMPRESSOR DATE: 02/16/22 O�sr S O �� CVF Fp )0-C/N �l c 15,3' WATER EL 2.2 4"STRAIGHT TEE(SDR35 I SSOR PUMP \\� SITE PLAN y ,A F C 'Vsr 6 �q , �, SAND SC 4"PVC PIPE(SDR35 y0`O S 54°33'00" MON.w ` �-L----J--- Feil, FB �6vGTgNTS Ryas �-,, WATER IN SCALE: AS NOTED \ SCALE = 1:20 F ` 202 BROWN 80.0 ' CLAYEY PRETREATMENT TANK-"/ AN oo AT w/PLATFORM COMPLETE SHEET \ 2ND AVE �� SAND LAND N/F OF i ---_----_ 20' 0' 20' 40' SC 19, COUPLING-4"SCH 35 PVC SX KA LEEN CHAMBERLAIN WATER I N 3"THICK BED OF COMPACTED VACANT ' a}^ I ,L \ PALE ADHESIVE CARTRIDGE w/ SAND.MAXIMUM TOLERANCE / I LAND N/F OF V`` ` BROWN 1"#10 SELF TAPPING SCREW(PPH ZINC) OF 3� E. ALLEN KRAUS �\` FINE � / IMPROVED \� SAND PUBLIC WATER ALL SITE DATA SUPPLIED BY KENNETH M WOYCHUCK SUBJECT TO COVENANTS, EASEMENTS,AGREEMENTS `� SP , AVAILABLE LAND SURVEYING, PLLC AND RESTRICTIONS OF RECORD, IF ANY. S 54033X00 �� W 27 HYDROACTION TREATMENT TANK AN400- SECTION AQUEBOGUE, NY 11.15.20 VICINITY MAP APPROXIMATELY NAVD 1988 DATUM FEMA MAP#36103C0161H TEST HOLE NTS STANDARD HYDRAULIC LOAD 440 GPD ` LOCATION OF WELL SCTM#1000-068.00-03.00-011.001 WEIGHT OF EMPTY TANK 930 LBS �� �, 1_1 LOT AREA 110,288 SF/ 2.51 ACRES COASTAL EROSION HAZARD AREA MAP SHEET 7 OF 49 I NO SCALE �, PHOTO No. 57-559-83 80 . 0 TEST HOLE PERFORMED BY . e• AN400 245 NITROGEN REDUCTION SYSTEM DRAwNBY:A.DAv�S SCALE- 1 .60 / LAND N/F OF McDONALD GEOSCIENCE � anrE: REV. PART# OF 1 SHEETS STACHL ULRIKE K \ MARCH 8, 2021 hydr"m*.g Ct10ri 05/31/17 O HA-180053 / IMPROVED