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HomeMy WebLinkAbout1000-87.-1-1 OFFICE LOCATION: '+S�_ ®' ,. MAILING ADDRESS: Town Hall Annex R'®`Y ! 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 From: Mark Terry, AICP LWRP Coordinator Date: April 14, 2025 Re: LWRP Coastal Consistency Review for 185 OLD WOOD PATH TRUST, c/o BRIDGET JACOBER SCTM# 1000-87-1-1 Islandwide Engineering & Land Surveying on behalf of 185 OLD WOOD PATH TRUST, c/o BRIDGET JACOBER requests a Wetland Permit to remove the existing sanitary system and replace with a new I/A type sanitary system at a more landward location; add 20 cubic yards of clean fill to surround the new sanitary system as required to raise grade to meet groundwater separation; and install silt fencing around the work area until site is fully stabilized. Located: 185 Old Wood Path, Southold. SCTM# 1000-87-1-1 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, as well as the records available to me, it is my recommendation that the action is CONSISTENT with LWRP Policy 6 and, therefore, CONSISTENT with the LWRP. It is recommended that the Tank and Drenco Pump be relocated outside of flooding zone threats to the greatest extent. 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 1R1RQ-KM0WM D LWRP CONSISTENCY ASSESSMENT FORM APR 0 9 2025 SOUTHOLD TOWN A. INSTRUCTIONS IPLANNING BOARD 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 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 supportins: and non- ,sup0 tiuk 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 ACTION SCTM# 87 01 _ 01 PROJECT NAME 185 Old Wood Path- 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: 0 Nature and extent of action: See attached Location of action:185 Old Wood Path,Southold,NY 11971 Site acreage:0.944 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:Maria McBride (b) Mailing address:440 Midland Parkway,Southold,NY 11971 (c) Telephone number: Area Code 212-689-8798 (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,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 COAS_T_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 ❑ No ❑ Not Applicable Project is consistent with neighboring area and makes beneficial use of coastal property. 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 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 ❑ Not Applicable Project includes a proposed silt fence installation to reduce erosion effects. 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 Project provides new sanitary system that has a positive effect on wetlands due to upgraded IA 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 ❑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 a 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 R1 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 21 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 R1 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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Q' /tli` 2f�/ .< ,�.frry}f'r /•r` ",r /r� /'ry,'� ,3` dr HC l ...'' F ,ri 1.( i� / t S" / w a l / / L. r�F� /r>�. I I I _ fZ. III I 7r f f M sfi � 1 / yam/ t t i I I I )'.Mr".:,•.v,•h/.5,y./i/..ff�f.��. ,�,;,..',� ,��.,.�r.Fx .l,�`r,.<•. �,. .�,�^�,.,,5.f.f,6;,./;,i��r�,�,. ,r/iaTfi%I,�/J'xr%.x w u w z o �8308o�$��Soodo"88o00 ® E C NOTES: SYSTEM DESIGN CALCULATIONS 1. ALL PROPOSED SANITARY LINES TO BE4'OSDR35PVC NORWECOCALCULATIONS: TOWN OF SOUTHOLD PIPE UNLESS SPECIFIED OTHERWISE. FLOW=400GAUDAY 2. ALL LOCATIONS OF UNDERGROUND STRUCTURES ARE RATED CAPACITY FOR NORWECO 51600:600 GAUDAY SUFFOLK COUNTY, NEW YORK APPROXI MATE AND NEED TO VERIFIED BEFORE SCTM: 1000-87-01-01 CONSTRUCTION BEGINS. LEACHING GALLEYS CALCULATIONS: F E B 1 8 20-- 3. EXISTING SANITARY SYSTEM TO BE REMOVED 3 BEDROOM=400 GAUDAY00 ,. 4. NO EXISTING DRY-WELLS WITHIN PROPERTY LINES 400 GAUDAY 11.5(GAUDAYISF)=268.7 SF266.7 SF r (DESIGNED FOR 1300SFHMIN SIDEWALL=2.83 UNITS) W = � i�Jy O _ 2.83 UNITS OF LEACHING GALLEY REQUIRED=300 GAL z � (!t P4 Southold Town PROPOSED 3 UNITS OF LEACHING GALLEY PROVIDED=318GAL O Fi1 U GREEN MODEL (1 ROW OF(3}4'EFF DEPTH LEACHING GALLEY) LL" `y ~ Board f Trustees / HYDROKINETIC AOWTSTANK OWFLLING S o'\/ v/� =O PROPOSED VENT 2'MIN.Wl SECTION 078.00- BLOT CK 03 VATE 0o TAX LOT 012.001 312.4 sQ°Q \Y•C b `� y CHARCOAL FILTER MIN.3' N/F/O KEIL SCOTT 0 �y �� FROM DOORS I WINDOWS _ _ z --y y y y ��� y y y y >Cj � `GC\ z � � M ® --4.G '\` J• y y y y `� y y y y y y y y y y y y y �, y y y y y. y •� y y y y y .y •� y y y y y ►•i O UJ � \ W y •4 y y y y y .V y y y y_ y y J. y ,V y y y `Y y •V y J' .,V `�' y co UP\. \\ \ \y y y y y y y `�' y y y y `r' y V •V y y y y y �, •y y y y y y y y y y y y `�' y y W y y y `�' y y y y y y y y •Y U °n y .V y .V y y •V y y y y Za � \ y y y y y y y w y y y y y y y y y y y •� y y �' y y y y y y y y y y y y y J/ y y �` S Y w C n I a Z\� I _�&+L LO AREA=� �P- W .V y, y ,Y •y y µ' y y y y y y y, y .V •V y y y y y •�' y `V y y `y y y y y y y I- �o � �, 41,122.E �. FT. \,. y •V y „ y '1' y y v- y LOT COVERAGE 2 O W O DR \ \ y y y y y y y y y y y y m Y LL m 'Q \ +\ y '�• w `r' u' WETLANDS y y y y y y v, / a m z 3M W 1,p A44 ACRES y •" y y y y y y W y y y `O DESCRIPTION AREA PERCENTAGE \\ \ •Y y, .Y y y y y y y y •Y y `V y y y .1' y y y •� y y' 'Y y, y y y y .V y y y y y y `Y ¢¢ YW-paaCG m O m >mOZ X \ \ \\ \ \ y y y y y •V y y y •4 N nGOV m 4/ .v y y PROPOSED y y `�' y `� y y y y .v J TOTAL LOT AREA 41,1235E d m 0 "�i '\ \ \ \ ,�P. �D.:J4•Y y W y J• y y •y '1' `V y .Y y UA ELECTRIC �' y y •„ y w 'v y `�' y y = y2\ \ y y 'r' y WE NDS FLAGGED BY SHAWN M. y LINE y y y y' y y `�' y y y y y ADJACENTAREA(UPLAND) 24,558SF 100% o I /4qy� �', y y y BARRO.I, MS ON V NOVEMBER 6,2023 y •v y y y y y y �' y y W y m 7 11 \ EL=6,28 \ � � \�y y y y - y y ABANDON `r' y y y y y MAX.ALLOWABLE COVERAGE 4,912SF 29% O I, I duo \ ` \ \ y--�,/ y y y y y y V. SANITARY y y y PROPOSED y y y y y y y y y y v y y y �' y y W/ EXISTING 1 PROPOSED COVERAGE p 2 4- POS-�RAIL FENCE�._ --6- .v ,�, y � SYSTEM W y .v y y y y �' WOOD TIE y `�• y y y `" y U E u\ �- ------_-y rn �'y°X O --- -lr"r `�-- _V1O y_ �, -_-- HOUSE,GARAGE 8 STORAG 2,874 SF 11.7% QZ .fl5- 4' 61R J ING FENCE ---X EXISTING STRUCTURES a ABANOON EXIST fir \ 172EE TR _ �_- -52Y 1 ca -_W LL.�NO WELL A -p S. -`,c- 'WOOD DECK 1,207SF 4.9%35 W POINT CO NEOTIONs. FL 5.4 DDOR ;i0WF.2 N Wy [ 14.91 5 <s I _/ FR SHED 69 SF 0.3% \ X X6.25 -PROPOSED'_-„y'- O BES1C �,,0 �t �ii I ?� _��_`_ �iBANDON o Ofiy& •41C SHOWER 35 SF 0.1% SILT FENCE- _�,_ "�\ g ' SANITARY X5.68 0 0 D£ EXISTING - - I FP ti {�sr._•�SYSTEM-� r EXISTING P OVERHEAD �9y CONTOURS i� 6 _ -� 7.4 �� ��; �. � `- �O } DRNEWAYBCURB 1,368SF 5.6% WIRESTO \ y _1 PROPOSED ( ��°t �01 CONCWALKBSLATE 200SF 0.81% REMAIN \ FOB, /TEST! yORENCO PUMPS_ _� I,�Y I P�' ppp sEp °off y�Y- 1 P �° POOL 782 SF 3.2% C7 D CONTROL J Go IG`t' TOTAL EXISTING AND 6,535 SF 26.61% Z�i1 > ,�• 94 _ 10 6 g�� y 4. �, �p y .�9,c `� I / QO00P PROPOSED COVERAGE tx -0-0. i1� °1 5 w 0 z 11.12 A s�° i 5 Q 4, v 2P C'� 1b C�00 z C#'°V, �. �O°Q° z z 'x u g�igti � ® \ 1 d.`,((\ �� oo� °°Q� i � 5�° ,�a °,� Qy co^ W g Z VA \� � I� � \'S�� t� ° so°�vc' ``✓ // P�Q`�`a• 't Li4'°moo Q ak' �Q 2� Q� o'00 o y 13, �oJo o�c I o o d LL 4 PROPOSED FUTURE \ �� +\ •�`��` =°Q° c� C' C q z EXPANSION c� LEACHING GALLEYS \7y�� \ 1126� \� 1 r F-•( w PROJECT EXISTING UNDERGROUND ��71 PROPOSED 1 ROW OF \ \ \, oo f �Q�/ /,�",r ELECTRIC TO REMAIN ° LOCATION (3)-4'EFF.DEPTH Fey \ FRAME /�o� 4� PROPOSED WATER SERVICE SITE PLAN LEACHING GALLEYS. / \,yCON OURS '�ROPOSEDX SHED rO°C,y AND METER PIT CI� X k^� LOCATION MAP \�, • s, � � � � ~�� s u--•�-'",�.� `` �^ !'�1Se Fp vaa J t Jr PROPOSED � ��++vNY�>cF�'9 / � SILT FENCE 0 '15 30 � _-A L.1.'S �0 09j \ EXIST.GRD=1026(HEIL SURVEY) Q= Y -! ,(`€ 0.0-1.0 DARK BROWN OL Q 5 7 m ( +" O SANDY LOAM Y �Niq, �\ BROWN SILTYLLU�\y T1l X Gj �, o 1.0'-25' WITH GRAVEL SM O Y W LL Q :r ,. ( \ = HIGHEST EXPECTED 4,o? - C.1 _ `t Fq�OT \ a 2.5'-9 4' VERY PALE BROWN GROUNDWATER EL 1.11 H 4 k \ \� FP�Og \ o FINE SAND SP �- ut fF ., WATER GROUNDWATER EL 0.6E r f� I EXISTING METER PR SERVCE NOT 1 � �\ t \� CONNECTED TO THE HOUSE rt�1 ,v `3a `'"� 70 BE ABANDONED \ WATER IN VERY PALE SP $ y - Oa _ s 1 t `t BROWN FINE SAND A 14 o - _- _ • 1 BORING BY:MCDONALD GEOSERVICES ° SUFFOLK COUNTY WELL DATA TAKEN ON:07102/2024 WELLNS-16780.1 HIGHEST G.W.EL=6.38'(03127I07NGVD29)=5.43'(NAVD88) JJ f � G.W.ELCLOSESTTOTESTBORE=5.18'(,2n7� A 2VD6B) , TEST HOLE DATA DIFFERENCE IN ELEVATION=026 G.W.EL TEST BORE=0.86'(613P14-NAVD88) N.T.$ ESTIMATED HIGHG.W.EL=1.11'(NAVD88) m; ' 16°DIA. NYLON STRAP �� �� PIPE KNOCKOUT 10,000 PSI RATINGNG CTY(TYP) 4 'V cn C% rn co 114 O � ® ® I b CC- ZO T-10° END VIEW-END WALL • : :.1 (2)-CONCRETE DEADMAN 18V X 8°H X 81 WITH 4° 8-6' (2)-MREBAR CONTINUOUS EA.TANK(STAAR.5) Yw a TYp w �S TOP VIEW v —I— /07N ANTI-BUOYANCY DETAIL m LLz N.T.S W 18'DYL PIPE KNOCKOUT 1.t0 16'DIA. ® ® w > c (EACH SIDE) HOLE m cou =rc E5 ® ® E] ® C] ® ® C] ® T ® EJ ® E] ® E� - 7-0' OPEN DISCHARGE PUMP TO Fa., OBTAIN GRAB SAMPLES W E� ® E� ® C] ® END VIEW-INTERMEDIATE WALL DURAFIBER ACCESS LID ORENCOEXTERNAL SPLICE o FLD24G W!RG24 SAFETY BOX SBEXt- 0 GRATTOGRADE ® ® NOTES: MODEL BASIN DISCHARGEASSEMBLY El I HV725 WI GRAIN HOLE 1. CONCRETE 4,000 PSI @28 DAYS AND BALL VALVE 110, DUMMY CUP,TYP 2. REBARTo BE ASTM A-615 GRADE 60 TIP TIP TYP 3. WELDED WIRE FABRIC ASTM A-185 SIDE VIEW 4. DESIGNED FOR AASHTO HS-20 LOADING TO LEACHING HOLE,TYP 5. TOP SLAB AND WALL ARE MONOLITHIC DRAINFIELD O °a z FR00.1 OWTS—� z j a> w� INTERNAL DRAIN WALL INTERNAL VOLUME DRAIN OPENINGS WEIGHT ON z C) a WALL HGT. AREA(SF) (LB.) __ U z > CIF GAL TOTAL SIZE ANGLE* z 4'-0' 68.0 128 957 48 °h'X 6° 14' 7,675 °A•, w �' •- w ORENCO DISCHARGE 59.5 112 838 40 '/.'X 61 14° 6,500 PUMP MODEL PF200511vc ^ T'1/7 2'-0' 34.0 e4 479 20 '/.'X 6' 14° 5,325 N ® I I1�JJ" U FQ�, s W z W 116, 25.5 48 359 16 %i X 6' 14° 4,730 1-1 rc o e o w�ao 1'4r 17.0 32 239 12 Y.'X 6" 14' 4.150 � � 36° CAST- PLACE CONCRETE i DEADMAN POURED PRIOR TOP LEACHING GALLEY DATA PUMP BASIN INSTALLATION FEB 1E2]0 u� PENETRATE PUMP BASIN 3'INTO DEADMAN j z LEACHING GALLEY DETAIL 41-0" HIGH TRAFFIC BEARING a PUMP BASIN w z z N.T.S Southold Town N.T.S Board of Trustees M--1 0 HOUSE COVERS TO GRADE EL6.00' GROUND ELEVATION1126 I=" F.F.EL.13.63' Q Z BUOYANCY CALCULATIONS ROUND ELEVATION557 GROUND ELF/AnON7.5' G= WEIGHT OFNORWECO600 TREATMENT TANK=500LBS C.OTOGRADEEL5.52' N z Q0 N O m (FOR THE PURPOSES OF THIS CALCULATION,ANOXIC AND PRETREATMENT I N �LL0m GALLEYS ARE CONSIDERED AS ONE TREATMENT TANK) TOP SLAB EL.9.33' O WEIGHT OF BUOYANCY KIT=2,412L65 TOPEL8.83' LL N (2 X 6 X 1.5-X 0.6T X 150) 40.54'PRESSURIZED - J O 7 c WEIGHT OF SATURATED SOIL ABOVE BUOYANCY KIT=2.534LBS TOP EL 498' w ORENCO 0 F-ca ao (2X8'X1.5'X0.96'X110 .61' 5.0' PUMP La .- INV.EL.4.35 4.0'LEACHING GALLEY co WEIGHT OF SOIL ABOVE BUOYANCY KIT ABOVE HIGHEST EXP.=10,562 LBS 1 ROW.(3) H (2X9X1.6X4.89'X90) PROPOSED INV.EL �INVFL. G TOTAL=16,008LBS NORWECO600 3.66' TREATMENT TANK PROPOSED 1.5'CIA SCH40 BUOYANCY FORCE ON TREATMENT TANK ASSUMING TANK IS INV.EL4.10' ,EL.g,77. PRESSURIZED PIPE INV.EL B. BOT EL=4.5' EMPTY AND GROUND WATER IS UP TO HIGHEST EXPECTED GROUNDWATER (NEEDS BUOYANCY KIT) cq 14.79'X 6.6 X 1.63'X 62A=9,779 LBS 0 z N 16,008 LBS SEPTIC TANK>9,779 LBS(1.84 FACTOR) OT.EL.1.5 _ �HIGHEST EXPECTED GROUNDWATER EL 1.11' BOT.EL,-0S7 s t—s'N SANITARY SYSTEM PROFILE z N.T.S NEW20AMP, z 1 POLE BRE BREAKER /�120 VOLT,10 SERVICE TO O'C' T O NORWECO CONTROL F E 0 1 8 2025 2912,#12 GRD IN UTILITY 3i4°PVC CONDUIT — — --- I (, O Lij Z rn _ WORWECO Southold Town _ NORWECO AIR PUMP NORWECO CIRCUIT Li- RECIRCULATING Board of Trustees JUNCTION CONTROL BREAKER METER Q O I-1 PUMP BOX PANEL PANEL _\ 0 QCfj �Y lY C GENERAL NOTES: EXISTING SERVICE f00A,10, CRITICAL DIMENSIONS O FALL THROUGH THE HYDRO-KINETIC PLANT FROM INLET INVERT TO EXISTING 12000VOLTS OUTLET INVERT IS FOUR INCHES. 2#12,#12 GRD IN � 3'•3" ®0'•0318- 314°PVC CONDUIT GROUND Nab $r © 0 T-5114- R '-6- ® ON DEEPER INSTALLATIONS,RISERS MUST BE USED TO EXTEND ©1 4•-2114° ®0'.0318- CASTINGS TO GRADE INSPECTION COVERS MUST BE DEVELOPED TO W ea NOTES: ® 4'-2110 ®,'•2112' WITHIN TWELVE INCHES OF GRADE NORWECO SINGLE LINE WIRING DIAGRAM o 1. SYSTEMS CERTIFIED BY NSF TO NSFIANSI STANDARD ® 2'-8314° ®4'-3112• z ® REMOVABLE COVERS ON RISERS ARE EACH SECURED TO PREVENT 3 N.T.S a LL i 40 MUST INCLUDE MODELAIDO AIR PUMP. [01 14'-9112- ®5.11112° UNAUTHORIZED ACCESS. w w Sz' om 2. TOTAL CAPACITY=1,785 GAL. - 3. RATED CAPACITY:500.600 GAL PER DAY, m o o u =rc 4. PROVIDED SECONDARY SAFETY NETS FOR ® 4•°7112° ®6.6' ® CONTACT THE LOCAL,LICENSED HYDRO-KINETIC DISTRIBUTOR FOR TREATMENTTANK ❑I 0'•4" HE ELECTRICAL REQUIREMENTS. p 9'-1 W" va 120 VOLT-10-60 HZ-20 AMP SERVICE ® �,•0- Q AIR PUMP MAY BE MOUNTED INSIDE THE RISER ABOVE THE AERATION CHAMBER OR MAY BE REMOTE MOUNTED UPTO 100 FEET FROM THE © 0-0314 [gill TANK. ® 4••3• (9) COLLECT EFFLUENT SAMPLES FROM FLOW EQUALIZATION DEVICE INSTALLED IN CLARFIER. O REMOTE VENT WITH CARBON Uj V AERATOR MOUNTINGNOTE:REMOTE VENT MUST HAVEA MINIMUM DIAMETER OF 2 FILTER DEVICE(OPTIONAL) 777 AND NON-VENTED COVER RISER INCHESAND MUST TERMINATEA MINIMUM OF 18 INCHES ELECTRICAL ® ® O CONDUITS ABOVE GRADE,i FOOT FROM PROPERTYLINES,AND 3 FEET APPROVED SEALING kDISCHARGE (- 1 Z FROM ANY WINDOWS OR DOORWAY. DEVICE I(-r._ —__7 III � 1 I APPROVED SEALANT III OR SEALING DEVICE I+ ON ON F;fAERATOR A II8 PUMP OFF OFF Z>Ijl BREAKER CONTROL (BREAKER UZ4'DIAMETER4'DIAMETERwINLETLINEEFFLUENTLINE IIII GASKETED L _�: _�__=___ � T-1 F--1 yZ FLANG --- �.. ?zPLAN VIEW HIGH WATER ALARM FLOAT — � �CLARIFICATION RISER AP ti w NON-VENTED COVERS WITH SEALED LID T04°DIAMETER EFFLUENT LINE U� U 0 MODELA1000RMODEL FLOW EQUALIZATION FLOW EQUALIZATION POWER PUMPAERATOR ALARMS 1 2 3 1 2 3 A150 AIR PUMP DEVICE(SEE DETAIL) '--BREAKERS COMM RELAYAUX ACIDCAUX u NON-VENTED COVERS DIFFUSER BAR POWERS FLOATS— SECONDARY PUMP AERATOR OWOFFALARMOVERRIDE SECONDARY SAFETY NET APPROVEDSEALING L1 N G P1 N G Al N G 1 2 3 4 5 6 GASKETED ® tt tt tt tt tt tt tt % ® 1�N RISER © ® ® x c — — — IL-01 0 z / G0U.(()m LOW JLLCn 60° 60° O N o N TIMER OVERRIDEV=-j ems.. N CONTROL FLOAT p PRETREATMENT CHAMBER FLOW QUALIZATIONDEVICE m L — —= [ — HIGHWATERALARM SUBMERGED (SEE DETAIL) 115VAC HIGH HEAD SINGULAIRO ONIOFF CONTROLFLOAT SUBMERGED TRANSFER PORT OUTLET END VIEW POWER SUPPLY EFFLUENT PUMP AERATOR CONTROL FLOAT TRANSFER PORT AERATION CHAMBER NOTES: FINAL CLARIFICATION 1. THE POWER SWITCH WILL BE PLACED IN THE ON POSITION AT SYSTEM START-UP.THE SWITCH SHOULD REMAIN IN THE ON POSITION UNLESS IT IS o AERATINSFERPOR CHAMBER CHANGED BY AN AUTHORIZED SERVICE TECHNICIAN. ANOXIC CHAMBER TRANSFER PORT MODEL SD103 2. THE TIME CYCLE SETTING HAS BEEN FACTORY PRESET BY NORWECO AND SHOULD BE ALTERED ONLY BY AN AUTHORIZED SERVICE TECHNICIAN. SECTION A-A RECIRCULATION PUMP 3. THE AERATOR WARNING LIGHT ILLUMINATES AND THE CONTROL CENTER HAS DISABLED THE AERATOR,PRESS THE REST BUTTON.IF THE SYSTEM MIXING BAR DOES NOT RETURN TO NORMAL OPERATION,CONTACTYOUR NEAREST NORWECO DISTRIBUTOR. 4. AERATOR,PUMP AND INTEGRATED SYSTEM CONTROL PANEL MUST BE PROPERLY GROUNDED. n NORWECO HYDRO-KINETIC GREEN MODEL 600 SYSTEM WITHOUT BIO-FILM REACTOR NORWECO WASP CONTROL PANEL WIRING DIAGRAM \,a.j N.T.S NQ N.T.S f TOWN OF SOUTHOLD SOUTHOLD, NY 11971 185 Old Wood Path SCTM No. 1000-087-01-01 IIIIIIIIq R ' r oV �t Photo 1 - 185 Old Wood Path �+ 6 l y� r -•``� l� Photo 2 - 185 Old Wood Path Jul 1, ...,ice 1. � ♦ i 47 Y 'G , `T TIS• r r a x q l �� \j •� i � '�a"' --r.^K�Y'�i'-i`.�+`f::'��•iF¢-r\ � _ `a•��a ��...'�s �Rr��,_ t a+ � t' 41 :5900 AW as r �o-P k. A24at "�2:�00 �►. 4405`S 1-iorb SeuthiDR NY 1' 1 United State,, _ J w r •A e 8 fd vvooc�.F?� 'Svthold NY 91971 United States M6 > i P1 A SURVEY OF 1. ELEVATIONS ARE REFERENCED TO NAV.D. 1988 DATUM O A. 1 EXISTING ELEVATIONS ARE SHOWN THUS: 00.00 PROPERTY 3 x 4r i SITUATE SOUTH HARBOR NEAR SOUTHOL FLAG"'4 TOWN OF SOUTHOLD 42� in C? Is a RAG E SUFFOLK COUNTY, NEW YORK =x N�o/F i S.C. TAX No. 1000-87-01 -01 x f \ KEVIN L. ZEBROSKI SCALE 1 , =30 ! `\ FLAG #12 '� r r r r NOVEMBER 8, 2023 RAG/11 \ - \ r r r r r r r a \ .� AREA = 41,122.6 sq. ff. % \ FLAG-#10 . ,,, r r r . r r)ellr r ,r 312-42. (. 0.944 ac. 4�PosrO s.,s $ :�i Ruc WETLANDS l �.12'\o FE7y X FLAG dig r O � N�4e� A- r r r a r r r r r r 3/3 31 G 8 f✓ DO+ ��X � '' 42 % FUG$7F`'-�._. r . r N,AcS r r r r r r r r r r F �O. x X \ !o � � FLAG#6 Or civ w � r FLAG +5r r r r r r A. r r- r #4� �+a +' 1t7.•1� D a ytid �� ve ? �'1 `' pry �A� D L l� L j \ . �„�;`•� ck :. , �, y ,� a w 3y -�.�,` E ( i �'\ tip `- { �,�, �, ,� DEC 5 ' Amg Qd24 ' 0' Southold Town x ? aIs" y'I`' Board of Trustees j tr� �•,Mir ��� �• NOTE LOCATIONS AND EMSTENCE OF ANY SUBSURFACE UTILITIES AND/OR STRUCTURES JAM NOT READILY VISIBLE, ARE NDT CERTIFIED. �tJ.�A \'• X FRAME V a \ SHED (.. jl?•\�� RIOOPD Sam ANYIBt�PERIYEENf FAG78 \ R834! METES AND BOUNDS SURVEYING OF WNCH A TM Ste,MO,►rI \ ✓i�qi 53 PROBST DRIVE vruunrola ALTFarAT1pN OR AOOIIIaN TO JAM \ N101F SHIRLEY NY 11967 SAM�sMAP vnum"°on O sr s s 20 KEVIN L. ZEBROSKI rtoo.susomsarr z,of TIE rEw YSra snJE Ira '` \ PHONE (516) 972-5812 Ana+uar I O surveyduderheil®gmail.com •copies from ft anginal of this sure y mop .O not mark rtg ed with on anal of Um land surveyor• Inked seal or his embossed fed 44 Q LOTS: 01 BLOCK: 01 SECTION: 87 DISTRICT: 1000 shore not be aoraldsred o vdd true copy. irm l ut.o. Indicated hereon signify Vwt LEGEND: 03 MAP OF: � w«,a" 1, oocor o; Saw rya GG / ��d by tM New York Stop Aneoelotion of �!— SIGN y I.SSS ++ Prof 021 tmul SurMoro. Sold \ O SITUATED AT: SOUTH HARBOR NEAR SOUTHOLD eerUReouons shoo run only to the person for whom the furvyr is prepared. and an his x WETLAND FLAG o �+t, TOWN OF SOUTHOLD, SUFFOLK CO., N.Y. behalf to #m Utls �m ny, govemmantal troeble, UTILITY POLE �y additional trmttt�uuoedsl en to CERTIFIED owners ® FLAGPOLE/LAMP POST � TO JOB NO.: 23-287 DATE: NOVEMBER 8, 2023