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HomeMy WebLinkAbout1000-99.-3-5 OFFICE LOCATION " MAILING ADDRESS: Town Hall Annex P.O. Box 1179 54375 State Route 25 Southold, NY 11971 (cor. Main Rd. &Youngs Ave.) Telephone: 631 765-1938 Southold, NY 11971 LOCAL WATERFRONT REVITALIZATION PROGRAM TOWN OF SOUTHOLD To: Glenn Goldsmith, President Town of Southold Board of Trustees Cc: Honorable Lori Hulse, Attorney From. Heather Lanza, AICP, Planning Director LWRP Coordinator Date: July 13, 2026 Re: LWRP Coastal Consistency Review Peck, SCTM #1000-99.-3-5 This application is to remove the existing failing sanitary system and install a new I/A type sanitary system further landward; to install the new system excavate a minimum of four feet beyond the proposed leaching chambers to remove unsuitable soils and replace soils with suitable SP/SW soil; and to install silt fencing around the work area until the site is fully stabilized. 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, as well as the records available to me, it is my recommendation that the proposed action is CONSISTENT with the policies of the LWRP as follows: Policy 5. Protect and improve water quality and supply in the Town of Southold. 5.1 Prohibit direct or indirect discharges that would cause or contribute to contravention of water quality standards. C. Ensure effective treatment of sanitary sewage and industrial discharges by: 3. modifying existing sewage treatment facilities to provide improved Policy 6. Protect and restore the quality and function of the Town of Southold's ecosystem. 6.3 Protect and restore tidal and freshwater wetlands. A. Comply with statutory and regulatory requirements of the Southold Town Board of Trustees laws and regulations for all Andros Patent and other lands under their-jurisdiction The proposed installation of an Innovative/Alternative Onsite Wastewater Treatment System (I/A OWTS) is consistent with Policy 5.1.C.3 which calls for the modification of existing sewage treatment facilities that improves nitrogen capacity removal and will reduce nutrient input to adjacent waters. The proposed installation of the I/A OWTS system is consistent with Policy 6.3A, which states Trustees jurisdiction and complies with Town Code Chapter 275-3(D)(1)(a)[4] that states the setback for a septic tank from the wetlands is 75 ft. 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. 2 Town of Southold [ ❑ ��� / � LWRP CONSISTENCY ASSESSMENT FORM JUL 0 1 2026 SOUTHOLD TOWN A. INSTRUCTIONS PLANNING BOARD L. 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 significant beneficial and adverse effects upon the coastal area.(which includes all of Southold.Town)., 3. 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- supnortirig facts. If an action cannot be certified as consistent with the LWRP policy standards and conditions,'',it shall nofbe'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 ACTION Tt CV- 05 scTM#. 99 _03 PROJECT NAME 782 Bailie Beach Rd- Town of Southold The Application has been submitted to(check appropriate response): Town Board ❑ Planning Board❑ Building Dept. ❑ Board of Trustees ❑✓ 1. 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 ISLANDWIDEI LAND SUPV YING 280 Main St-Suite 1, Farmingdale, NY 11735 June 09,2026 RE: PATRICIA PECK 782 BAILIE BEACH ROAD-SOUTHOLD SCTM No.1000-99-3-5 PROJECT DESCRIPTION This project includes the removal of the existing failing sanitary system and replace with a new I/A type sanitary system designed as a combined system serving the main house and cottage house.The work also includes excavating a minimum of 4 feet beyond the proposed leaching chambers to remove unsuitable soils and replacing them with suitable SP/SW soil.A silt fence will be installed around the work area until the site is fully stabilized. a Location of action:782 Bailie Beach Rd,Mattituck,NY 11952 Site acreage:1.73 Present land use:Res. Present zoning classification:Res. 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:Patricia Peck (b) Mailing address:155 Primrose Rd,Williston Park,NY 11596 (c) Telephone number:Area Code i917-41 a-5493 (d) Application number,if any: Will the action be directly undertaken,require funding,or approval by a state or federal agency? Yes 0 No❑ If yes,which state or federal agency?NYSDEC,SCDHS 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 LWMP Section III—Policies; Page 2 for evaluation criteria. ❑✓ Yes ❑ No ❑ Not Applicable Project is consistent with neighboring area and makes beneficial use of property.Provide residence with I/A style sanitary system. Attach additional sheets if necessary Policy 2. Protect and preserve historic and archaeological resources of the Town of Southold. See LWMP Section III—Policies Pages 3 through 6 for evaluation criteria ❑ Yes ❑ No❑✓ Not Applicable No Effect. 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 No Effect 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 R1 Not Applicable No effect 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 0 Yes ❑ No ❑Not Applicable Project provides new sanitary system that has a positive effect on,wetlands due to I/A style sanitary system with reduced nitrogen outflow. 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 C]No ❑✓ Not Applicable No Effect. 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 No Effect. 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 No Effect. 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. ❑ Ye❑ No❑✓ Not Applicable No effect 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 No Effect. 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 No effect. 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 No Effect. 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 No Effect. 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LOCATION o` LOCATION MAP o 0 0 Q o 0 SLL }J Y LL • in co LL , t2. i° /,Waterville W O q ! �V/� �1 fib- 00 ri _ Z kv LtJ = �� 0 O� i !/ ii / �9 z 61 SITE PLAN �PF�� �°! '/ /' MATTITUCK O w SCALE:1"=50' ® Q��i iP oh~ 6 i' i/ /i'/ i'/ii'i !O C7 �O V] / TOWN OF SOUTHOLD O ��P �"�^�` :�"; / SUFFOLK COUNTY, NEW YORK \�� ��� Q 0 25 50 ® /!! !/!\!. /!/ SCTM: 1000-99-3-5 tK 7� ��t !! EXIST.GRD=56.0(HOWARD W.YOUNG SURVEYOR) o �r 3 // /' /i'/!i'i/i�'l i �'!i ! r O� 0.0'-0.5' DARK BROWN OL ' . m °z \\ �f �0�� T LOAM SUFFOLK COUNTY WELL DATA w w 3 m N � tJo �,�- �o WELL u 2a�x m� '�. O BROWN CLAYEY H a o o ¢ is ti�,e" O A 0.5'-3.0' SC HIGHEST G.W.EL.=3.01(07129119 NAVD88) g•Q SAND WITH GRAVEL �. O S m G.W.EL.CLOSEST TO TEST BORE=1.90(09/08/25 NAVD88) DIFFERENCE IN ELEVATION=1.11 3.0'-8.0' BROWN CLAY CH G.W.EL.TEST BORE=2.0(11/04125-NAVD88) EXISTING ONE STORY o,�f �a o ESTIMATED HIGH G.W.EL. 3.11(NAVD88) oO 1 O`< BROWN CLAYEY �� SINGLE FAMILY DWELLING fir! x 8.0'-13.0' SC 61 q\\ �y? I°�' \ TO REMAIN o a SAND WITH GRAVEL S Q°60; 0�\ \ 68 (EXISTING 3 BEDS) 13.0'-28.0' LIGHT BROWN ML ri,1�11lillllrlrill!llrl1l��rl�l/,�0 >0P° TAR\ �-( ��0 08 1ST FL=821SF OT SANDYSILT a O�//////1 "Oh 1 I I t I I 1 t I 1 t I 1 117 St.1> \F7'1' 6 �'1 \ EL=60.85' PROPOSED I/A J \ \ LIGHT BROWN AND SM Z// I//////l1 !!Illllll II J 9\ �� / \ I 1 ��� CONTROLPANEL 28.0'-09.0' W P61, zoo, BROWN SILTY SAND HIGHEST EXPECTED lull! l 1/1 26 zo <'I 1 / P\' 2 ////r/ //// //// !1//1//1 I �L>6 a J 4 \ O \ PROPOSED IIA 49.0'-54.0' LIGHT BROWN SP ! / /////// / III 1 0• 6g5 \ \ I GROUNDWATER EL.3.11 ELECTRIC LINE O WATER FIND SAND GROUNDWATER EL 2.00 fn CJo / SQ- !'/// 1// //// ////r/!/I ° O ISTING WATER IN LIGHT SP 6 EE��(( \ \ EXISTING OUTDOOR g�G O 54.0'-00.0' BORING BY:MCDONALD GEOSERVICES 1.68 DRYWELL TO \ 1 \� BROWN FIND SAND 1•7 `�3 C,�60 REMAIN \ \ \ �f SHOWER(NO DRAIN) P�`b0p� g TAKEN ON:DECEMBER4,2025 V�/�' i!!/ /!r r r rp//!!! /!!r/r //!1 g• J .3S * �, \ L 4 G.t. •��.. NOTE:EXCAVATE 4'BELOW CHAMBERS f./ / !//r rQy /! !//!/ r///✓ 4 2 \ \ EXISTING LP GAS E\ o°4; AND REPLACE WITH SUITABLE SOILS.(SEE PLANS) }.86 \ ABOVEGROUND I'' ;/� '///iiii j i'r S9�r m 38 6 3\\\ , y: 6�� �° TEST BORING HOLE' ! I// u// //r '/ S *60' PROPOSEDIlA Fv�� "aZ \\ \ F085 \ \ AIRLINE 2 N.T.S. z> FAT *5p 0> /� 2 SitI \ 1 \ c+ EXISTING WELL ='/_ _ O TO REMAIN wj / I 0 \S4 �� .6; \ \ w !/, !I/l I �,S \ b� r8 6 / t.> fib. /y EXISTING p w o 1, !!I !/////� ` 51.2q •>' 0. _ \ PROPOSED 4'DIA u Z O /l I /1 /1/l \ `� ` !6 • ! ` I SANITARY MANHOLE OVERHEAD Z g 4'/ t `�`S2�\ \� 9, b' ?�, �! _z '�\ \` \\ WIRES TO W y 53.9? \ REMAIN EXISTING TREES TO 3.q BE REMOVED 5.725T 70 J W 58. _ \ " PROPERTY ELL \ Q� _ NZ \ �i 1. a• 58, 95\ c' w m¢ -3 Pti5 ' , , Q \ry SANI DESIGN CALCULATIONS Z� z \\ $\ \ > PROPOSED 50'QUIC h z ABA�I�ION EXISTING" 44, �\ \ \/ 'O ��` S �\ \\ PLUS STANDARD R• z E w h 3/��\ ` x h Q �\ I S 84 \ \ �\ INFILTRATOR P-0 TANK CALCULATIONS: w o SANITARYSYSTEM . \ ,9 ryit 8 �� 1 O PROPOSED 42.5 * \\ \` \\'/ \ * 5� 5>0§ LEX�IIMP � \ � / �V+".(- FLOW=(6 BED)X 110 GALIDAY=660 GAL/DAY > � RATED CAPACITY FOR NORWECO 61800=800 GALIDAY w Q OiJT �\6 \ \ \1� Aa \AQ o,9 \4i! �$• \ \ I'S61 3QQ'G INFILTRATOR CALCULATIONS: Z W 110 GALIDAY X 6 BEDROOM=660 GALIDAY o Ci,IF \°00 660 GALIDAY12.83'(INFILTRATOR WIDTH)11.2(GAL/DAY/SF)=194.34 LF 195 LF REQUIRED 200 LF PROVIDED 4 ROWS OF 50 LF 12°INFILTRATORS B( 2 7 O \ \ - y \ F \ \ - \ EXCAVATE 4'BEYOND LEACHING �! PROPO D ' CHAMBERS,REMOVE UNSUITABLE SOIL, SILT FEN E AND REPLACE WITH SUITABLE°SP/SW" !OT 1 :1ZS6 \ \ `\ � \ \ 3• ; SOIL.PERSCDHS RESIDENTIAL Q O / \ 3 w \I\\ 1 - Vs, STANDARDS SECTION 5-106. = O 1:.>o NOTES: 5 Z'J PROPOSED NORWECO `\ �\�\`� /' \ •I 10d5M1 ,T 1. ALL PROPOSED SANITARY LINES TO BE 4"0 SDR35 PVC PIPE UNLESS Z m HYDROKINETIC MODEL �� \ \ ,. �\ y \�� i L.56. / % �, SPECIFIED OTHERWISE. _ Y 800I/A OWTS TANK Z J �' 2. ALL LOCATIONS OF UNDERGROUND STRUCTURES ARE APPROXIMATE AND LL y U MUST BE VERIFIED BEFORE CONSTRUCTION BEGINS. Q O'm PROPOSED VENT 2"MIN. TEST �° / W Z O m '+ \ 1 'L ✓ Sg, y / 2 / 3. REFER TO SURVEY DRAWING FOR ALL INTERIOR-HOUSE DIMENSIONS. m 3 U W/CHARCOAL FILTER MIN 3' BORING 4 \ , 0'1, FF 90 / O Y V FROM DOORS/WINDOWS HOLE 2 \ L AT / R3 Ca �;O' W JO w LL EXISTING WATER �c' PROPOSED FUTURE 0� J V LL o' SERVICE TO REMAIN '\ 1 ,�0 s-94.2q o 1 ' EXPANSION INFILTRATORS // EXISTING TREE TO \ 2�.Lti `�✓ j���� h Z\ !�• 00 BE REMOVED ABANDON EXISTING1- SANITARYSYSTEM �0��� IS EXISTING ONE STORY 53.Oq \JP CK Lf) COTTAGE TO REMAIN 8t QQ-�G 10, (EXISTING 3 BEDS) EXISTING 0} !.2 TDOORLL 1ST FL=755 SF SHOWER ,�O°O - / EL=55.90' /(NO DRAIN) '3ti� W N O O cJo `�0, fA z w /1/ M ( COTTAGE 00 00 HOUSE ) HOUSE _ p V O F.F.EL 60.85 F F EL.55.901 W 00 � GROUND L--- I ROUND ELEVATION 55.90 COVERS TO GRADE Z w W -i fNDRWECO 56.60 LL O ELEVATION 57.71 I ROUND ELEVATION 57.71 GROUND ELEVATION 56.43 O d r[�-71] C.O. SIMPLMp EX GROUND ELEVATION 56.43 v Q Wcn -Crr----- -- ------ SPUMP TATION I I 2.5'MAX DISTAL HEAD HEIGHT 24' INV.EL.55.4 INV.ILL.55.07�__i�.O.___56_50' TOP.EL.54.80 S (w\ 33.46' - 12'MIN.COVER TOP EL.55.00 * L�C`\vS 4'DIA 5.00' 8.00'PRESSURIZED NHOL 12INFILTRATOR 4ROWS-50'LONG BOTEL.54.00 INV.EL.53.9 INV.EL. INV.EL.INV.EL.54.72 BOTTOM 53.60 54.07ELEV.51.81 INV.EL.54.62 BOT - 2'PVC PRESSURE FROM EL.50.53 INV.EL.54.67 z SIMPLEX PUMP STATION INV.EL.53.65 w EXCAVATION EL.50.00_ __________________ _ - BOTTOM ELEV.47.98 2'HEADER(TYP) w HIGHEST EXPECTED 2'HEADER(TYP) ^' y 2"Xt}'REDUCER z 0 GROUNDWATER EL.3.11 �) = m QnQ i LL WW;m WN EXCAVATE 4'BELOW CHAMBERS AND REPLACE 1}'LATERAL a a r y w UNSUITABLE SOILS WITH SUITABLE"SP/SW:/ SOILS(SEE SOIL BORING AND SITE PLAN) n SANITARY SYSTEM PROFILE s INFILTRATOR HEADER DETAIL 3 N.T.S 3 N.T.S cn Q E- w FINISH GRADE STANDARD M.H.FRAME&COVER, cl TYPE'F'ADJUSTABLE CASTING #4 BARS @ 8' O.C.E.W.BOTTOM ' i v SEE NOTE:9&INSTALLATION OF V CASTING TO MANHOLE DETAIL Z F�-2' Z MANUR IDENTIFICATION 0 I S.C.D.P.W.STD.M.H.STEPS(S.S. w z CAST IN WALL OR STEEL REINFORCED COPOLYMER POLYPROPYLENE) U Z 1 CIRCUMFERENTIAL REINFORCEMENT 0.12 w g h • 0 a SQ.INIFT.OF HEIGHT. ^^ w {'OR}'0 SELF SEALING _ ' "_ - CLASS"A' w Z R a BUTYL RUBBER n CONCRETE FILL y Z w 4000 PSI ESTABLISH VEGETATIVE COVER AND q TYPE II CEMENT A TOPSOIL GRADE TO DRAIN \ y�pQ� - -- •- - _ - -- NATIVE BACKFILL - - -- NO z ti 1}'CLEARANCE TYP \\\ z i 0 -4' coo • o 2'UNDISTURBED 3'-3'MAX d SOIL 36'TRENCH WIDTH TYP _ - 5' a -- - - - DETAIL A NOTES: DETAIL B NOTES: � • 1. QUICK4 STANDARD CHAMBER(LEFT)AND QUICK4 STANDARD MULTIPORT ENDCAP(RIGHT) 1. FLUSHING MECHANISM WITH VALVE BOX DETAIL SHOWN Q O O _ SHOWN 2. INSULATE BOX AS NECESSARY A#2 STEEL HOOP PLAN 2. PRESSURE PIPE SIZE PER DESIGN ORIFICES AT 12 O'CLOCK,WITH FIRST AND LAST ORIFICE 3. PVC FEMALE ADAPTOR WITH A MALE THREADED CAP �2:j z J AROUND OPENING(TYP) NOTES: AT 6 O'CLOCK TO DRAIN THE PIPE(ADD EROSION PROTECTION SUCH AS PATIO BLOCK) 4. PIPE SIZES PER PLAN =0 o a o _ _ 1. ALL MANHOLE SECTIONS SHALL CONFORM TO A.S.T.M C-478.LATEST REVISION 5. INSTALL 90'SWEEP FITTING OR 2-45'BENDS,NO ELBOWS vi U LL m r _ FLEXIBLE JOINT(TYP) STANDARD SPECIFICATIONS FOR PRECAST REINFORCED CONCRETE M.H. PRESSURE PIPE DRILL HOLE Q O m 4 N PVC J N S PIPE 2'PAST „� SECTIONS. LOCATIONS ON END CAP m O INSIDE WALL 2. M.H.RISER SECTION TO BE FURNISHED IN 1,2,3,OR 4'HEIGHTS AS REQUIRED. Fall 03. MANUR TO CERTIFY THAT M.H.DELIVERED MEET ALL REQUIREMENTS OF S.C.D.P.W. W �w -- --- - ----- - ---- - -------- --- SPECS. J Y 0 U) LL 4. LOADING TO CONFORM T AASHTO H-20 LOADING ! m F o'KOR-N-SEAL'FLEXIBLE SLEEVE 5. REBAR TO CONFORM TO ASTM A-615-60 Fs=60,000 PSI --•.--- -a OR APPROVED EQUAL(TYP) 6. WELDED WIRE MESH TO CONFORM TO A.S.T.M.Al85 Fs=65,000 PSI T P (SEE DETAIL) 7. CONCRETE TO BE 4,000 PSI @ 28 DAYS -_ 00 2 Q I m MONOLITHIC BASE SLAB B. FLAT SLAB TOPS(NO JOINT)MUST HAVE TOP&BOTTOM STEEL REINFORCEMENT#4 BARS 9. (STEP 1}ADJUST TO GRADE WAALL WEATHER RED CLAY BRICK WRYPE'M'MORTAR, DETAIL A END CAP o) 8'O.C.E.W.TOP WHICH WILL BE MADE FROM ONLY TYPE II CEMENT,-MIN.OF 2&MAX.OF 5 INFILTRATOR CHAMBER SECTION , A SEE SCORING DETAIL COURSES.-MAX.112"BED JOINT BETWEEN COURSES,-BRICK TO BE SET IN A RADIAL (ANY MODEL) LAYOUT WIBRICK LAYED IN HEADER POSITION. DETAIL B (STEP 2)-TYPE II CEMENT ENCASEMENT AROUND M.H.CASTING BRICK WORK,FROM a 4' DIAMETER SANITARY SEWER MANHOLE MIDDLE ANHOL DETAILASTINGTOTOPSLABOFM.H.'SEEINSTALLATIONOFCASTINGTO u_ MANHOLE DETAIL" 5 INFILTRATOR QUICK 4 PLUS STANDARD �O 3 N.T.S 3 N.T.S � W W 2 U) z W 00 L'j _ • cp 2 U C z Do _ Iy o0 w O � C E GENERAL NOTES: z 0 z m o A A Q DEPTH OF THE PUMP STATION INLET w w z y o 3 D INVERT IS ADJUSTABLE FROM 28 TO 34 'o m ww INCHES BELOW GRADE WHEN USING A BASIN RISER STANDARD 4'DIAMETER EFFLUENT LINE. (SEE NOTE 4) HEAVY DUTY -----__--- © DEPTH OF THE PUMP STATION OUTLET GUARD PLAN VIEW ACCESS COVER =--------- INVERT IS ADJUSTABLE FROM 5 TO 9 INCHES OR FROM 26 TO 34 INCHES BELOW MOISTURE GRADE WHEN USING A STANDARD 1 A' CLAMP DRIP LIP ---------- DIAMETEREFFLUENT DISCHARGE. WATERTIGHT FORCE J JUNCTION BOX MAIN Q FINISHED GRADE MUST BE MAINTAINED AT LEAST 3 INCHES BELOW THE MOISTURE Q DRIP LIP OF THE ACCESS COVER. W ELECTRICAL CONDUIT I I D ON DEEPER INSTALLATIONS,RISERS MUST RECIRCULATION PUMP POWER p TO CONTROL PANEL I BE USED TO EXTEND THE MOUNTING FLOAT SWITCH I CASTING TO GRADE. I I UNION I I VALVE ® WHEN ADDITIONAL HOLDING CAPACITY IS CONTROL I I REQUIRED,RING SECTIONS CAN BE AIR PRESSURE SWITCH ADDED TO INCREASE THE DEPTH OF THE PUMP BASIN. v ® DIMENSIONS SHOWN ARE BASED ON A w rAIRPUMPPOWER U} ALTERNATE ADJUSTABLE STANDARD PUMP BASIN.SEGMENTED Ix DISCHARGE LOCATION BASINS AND BASINS CONTAINING RINGS = w LIFTING CABLE H OR RISERS WILL REQUIRE ADJUSTMENT. z i o ALARM FLOAT t7 Z > W CRITICAL DIMENSIONS w g z ON/OFF FLOAT A❑5'-10 3/4' ❑J BASIN ©0'$1/2' K❑ O O w i °' ©2'-21/2' © AIR PUMP n hZ $ CHECK VALVE D❑2'-0- M❑ !�1 ti y m3 SUBMERSIBLE 2'-0112• ~ N z z PUMP AERATION RISER u o y F❑6'-71/4' El z m� © © CLARIFICATION RISER lEll a❑ GENERAL NOTES: H SECTION A-A OUTLET VIEW I❑ ® 1.WIRE SHOULD BE 12/2 OF DIRECT BURIAL. Z w s SIMPLEX PUMP STATION 7� NORWECO HYDRO-KINETIC SYSTEM WIRING DIAGRAM U 4 N.T.S 4 N.T.S � H po 0 Qo 0 �0Z 2vOiZU. Y QO m WZOrn m0\1m W��w ow JVu- 0 m~cn� c'jco Q 1�m O Lo LL O W W z Ld Z 0) _ GENERALNOTES: LL CRITICAL DIMENSIONS Q O t a ®1'-0" O®0-2112" FALL THROUGH THE HYDRO-KINETIC PLANT FROM INLET INVERT TO ' ®2,9^ OUTLET INVERT IS FOUR INCHES.INLET INVERT IS TWELVE INCHES ®V-4" BELOW TANK TOP. ©2 8 Q 5 8' NOTES: ®T-7' ®7'-0' O ON DEEPER INSTALLATIONS,RISERS MUST BE USED TO EXTEND ��rv(c, Z 1. SYSTEMS CERTIFIED BY NSF TO NSF/ANSI m 2'•3- ®5'•6' CASTINGS TO GRADE.INSPECTION COVERS MUST BE DEVELOPED Ur STANDARD 40 MUST INCLUDE MODEL A100 AIR - ®9'-3^ ® TO WITHIN TWELVE INCHES OF GRADE. PUMP. ®v-0^ m V] 2. TOTAL CAPACITY=1,950 GAL. ® TANK REINFORCED PER ACI STD.318. 3. RATED CAPACITY:750-800 GAL PER DAY. ®0'-1" ALL ACCESS COVERS WEIGH IN EXCESS OF SEVENTY-FNE POUNDS k 120 VOLT-10-60 Hz-20 AMP SERVICE 0--3- ® EACH TO PREVENT UNAUTHORIZED ACCESS. p ®0,•3„ a ® o ® CONTACT THE LOCAL,LICENSED HYDRO-KINETIC DISTRIBUTOR FOR NOTE:RECIRCULATION PUMP,AIR PUMP AND CONTROL PANEL MUST BE PROPERLY GROUNDED. ®0'-2- ®1'•1" ELECTRICAL REQUIREMENTS. ®0 3' ® r ® COLLECT EFFLUENT SAMPLES FROM z FLOW EQUALIZATION DEVICE INSTALLED z m o z IN CLARFIER. w NOTE:REMOTE VENT MUST HAVE A MINIMUM DIAMETER REMOTE VENT WITH CARBON a o r m N OF 2 INCHES AND MUST TERMINATE A MINIMUM OF 18 FILTER DEVICE ® PRETREATMENT CHAMBER MAY BE INCLUDED AS AN INTEGRAL of a o INCHES ABOVE GRADE,1 FOOT FROM PROPERTY LINES, ELECTRICAL COMPONENT OF THE TREATMENT TANK AND 3 FEET FROM ANY WINDOWS OR DOORWAY. CONDUITS ® ® "DIAMETER EFFLUENT LINE 71 ® J _ _ Q 4°DIAMETER B °.Q so'_e- W ® ® ® INLET LINE A A APPROVED SEALANT • Q'q A° W ON ON ON OR SEALING DEVIC Do_Qv9_o Z OFF OFF OFF - O Oo-P o-e° W o °® oD® ® REMOVABLE INSPECTION COVER Z I I - WITH CAST-IN-PLACE HANDL �- z PLAN VIEW wOt W GASKETED DISCHARGE w w i FLANGE ASSEMBL V s"rrcx NORWECO FRESH AIR VENT ASSEMBLY OUTLET COUPLING TO w g ti z AERATION CHAMBER RISER 4"DIAMETER EFFLUENT LIN w ® CASTING WITH NON-VENTED IGHWATERALARMFLOAT FLOW EQUALIZATION w Z >> oZ OHO MODEL A100 OR MODEDE L A150 AIR PU ^ y z o w `BREAKERS R=JNARNS COMM R�Y gt-— c x H y Q 3 ANOXIC CHAMBER RISER CLARIFICATION CHAMBER RISER DEVICE DETAIL �w RowER-� owoFc FLOATS OVERRIDE CASTING WITH LID CASTING WITH LID F-4 v, Q `Z I N G Piwc RECIRC.FIIMP l PUMR FLOW EQUALIZATION DEVICE L1 N G P7 N G Al N G t z a a s s TRANSFERTEE (SEE DETAIL) O O OPTIONAL PRETREATMENT CHAMBER Li RISER CASTING WITH U OLVENT WELD CONNECTION APPROVED SEALANT OR SEALING DEVIC GROUTORSYNTHETICSEAL �'�^ G ® °A o= J ' =0}Z}o c F Y ULL J Qom W Z 0 rn 60° Do! 0 F-W -1w e.. ° 600 0 120 VAC RECIRCULATION AIR HIGH WATERALARM PRETREATMENT CHAMBE' IFFUSER BAR m E:m o SU PLY OWE PUMP PUMP CONTROL TRANSFER ANOXICCTEE HAMBE LARIFICATION CHAMBER 04 Q N GENERAL NOTES: MIXING B RATION CHAMBER ODEL SD103 RECIRCULATION PUMP P- 0 A DEDICATED 20 AMP CIRCUIT BREAKER AT MAIN SERVICE PANEL SHOULD NOT BE ENERGIZED SUBMERGED TRANSFER PORT- CAST-IN AERATION �' I UNTIL THE AIR PUMP IS INSTALLED AND READY TO BE PLACED INTO OPERATION. NOTE:PRETREATMENT CHAMBER MINIMUM REQUIREMENTS SECTION A-A CHAMBER TRANSFER PORT INSURE THE AIR PUMP IS OPERATING WHEN THE FACILITY IS OCCUPIED. SHALL BE:500 GALLONS CAPACITY,7.5 GALLONS PER OUTLET END VIEW Ln Q3 THE LOCAL,LICENSED NORWECO DISTRIBUTOR WILL PLACE THE AIR PUMP INTO SERVICE. INCH OF LIQUID LEVEL AND 91NCHES OF FREEBOARD. LL a NORWECO WASP WIRING DIAGRAM 500-800 GPD SYSTEMS 9 NORWECO HYDRO-KINETIC MODEL 800 WASTEWATER TREATMENT SYSTEM WITHOUT B10-FILM REACTOR F- LO w 5 N.T.S 5 N.T.S w 2 U) ItUNAUTHORIZEDALTtRATIONORADDrTIONTOTHI55URYtYt,/1YIVLA•IVNVr=flIVNfCVYVr rrIt NCA�vKR atnrc cv�n.n rave r.nw.�c�vaarntwco anv�..ncwcvn r.wwr r,cvrcn.ru..�cu•vcnwr..wV•..w•V...V..a.+..M..u...w,...,... v...+«w........,, a.... ��...�..�..,..�.�._.,..�.....��». �.,.-._�..-..�.._«.�-...- ,..._.-,-,.-....�......_...,.�... �_._.-_..,._._.._.._...--- .,�_.�.._. ____.�--�.--._--.....r_ ..._ HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY,GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON,AND TO THE ASSIGNEES OF THE LENDING INSTITUTION.CERTIFICATIONS ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS. (5)THE LOCATION OF WELLS(W),SEPTIC TANKS(ST)6 CESSPOOLS(CP)SHOWN HEREON ARE FROM FIELD OBSERVATIONS AND OR DATA OBTAINED FROM OTHERS. 400 Ostrander Avenue, Riverhead, New York II4101 tel. 651.121.2505 fax. 651.121.0144 odminoyoungengineering.com // Howard W. Young, Land Surveyor Thomas 0. Wolpert, Professional Engineer / Douglas Adams, Professional Engineer d 6eologist Danlel A. Weaver, Land Surveyor / / no SITE DATA / AREA = 1.7323 ACRES �♦off ' •�'O�01 �tr .♦off�` II ���,;♦�' �o' * VERTICAL DATUM =NAVD(1988) 4C,CO to / r / 0pj / O o1q tv -0* �� / �J b °ti / t/;,1 r 4 / 'y O r///I I'; r ; Ilir ';/r to 6� � / ,� ';/IIII III, I,I! 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'� 05 .58 26 +58.48 Ito. p r / f'!! ' - '�. / ' r I r r , r r r r r i _`'-_Y,523$'`.� q * 58.75 --_-„�, -"58- `\. \ 4 ! , 11 r r r,r,rAr fill r r r r( .55.5 r \ ~`. �`.83.42.\ �`. CMF S` �/ s�j �O If ;' ; ;;i .+i i i''r'` '';' ��„ ``.53.4�, 57.71 \` ��` .�` b8.40 67.61 QI 6 r ,,_„ r r l I , -l-� 57.05 '`. \_ FRAME ` \. �7 �rli _ _ \�. 111 i 1 ys .� i `. SHED 5s.76 � \ G> C/C b I f J 1 f1/ Sio'r. .2t `. 01-f•`•-•• ♦ IC• ���°y� :, \ ♦ \r •58.93 ``7.tB.� ` _ 44.37 63.53 h 42.57' \\ cck�, �\ \\ +5 \ "-\ `56.44 57.20 i �` r9 , \ Jy "tI r *56.43 i ^n ``'� +58.49 / V22\ elfr rO s.t� Q \ O5, ; O)• \ 0j�' \lam C`C' ho$ /y9 v4. ' FO �\ 55.34 �~ FO,,♦ ♦e66• z.56 FRAME COTTAGE I `oCp6ey 3ftt.\ ` 1 ti/63 55.9AT SI 1 IS ♦ / a �� ```` ,~ 9?• �y, 4.24 45.92 ' /� ♦ / 4), 2 5 22 .81 2��2c J0 Olp' 1 1� 1 �bD 0(,�J\\o o b o t• w t To, N W 21 `ale'°'y 6a P N C, � .o�Q , SURVEYOR'S CERTIFICATION �i i \♦ *WE HEREBY CERTIFY TO WILLIAM R. PECK THAT THIS SURVEY WAS 1 PREPARED IN ACCORDANCE WITH THE CODE OF PRACTICE FOR_, AND SURVEYS � cq / of 0r9 ADOPTED BY THE NEW YORK STATE ASSOCIATION OF PROft- 5Wi AND SURVEYORS. �11\A C_ ,�> `•`� i / 'tea,\ GJ •��r`�` � �C,:. `� 12 01 A. of .r `\ -�•- F� �u i s s <, \ \ HOWARD W.YOUNG,N. . .L.S.NO. 893 DANIEL A.WEAVER,N.Y. .L.S.NO.50771 `�06 SURVEY FOR / o WILLIAM R. PECK 6\ \ E at Mattituck, Town of Southold Suffolk County, New York off \ \\ TOPOGRAPHICAL SURVEY A �'Q w °^�c°^ \ ♦s23e County Tax Map District 1000 section 99 Block 03 Lot 05 fie' \ FIELD SURVEY COMPLETED JAN.23,2026 O/lj�,^m' ♦ �F / O MAP PREPARED JAN.29,2026 Se^ d 2 \30 ♦ 9� / Record of Revisions �n�'9\ ♦♦ REVISION DATE LEGEND 8''' rmill CMF =CONCRETE MONUMENT FOUND yb� CMS =CONCRETE MONU►MENT SET g WSF =WOOD STAKE FOUND / v S WSS =WOOD STAKE SET =WELL / w m • =END OF DIRECTION/'DISTANCE 50 0 25 50 100 150 -w w =WATERMARK-OUT OS =OUTDOOR SHOWER Scale: P = 50' TH =NEST HOLE J08 NO.2025-0218 DWG.2000_0309\2025_0218_topo 1 OF 1