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HomeMy WebLinkAbout1000-47.-2-30 OFFICE LOCATION: so MAILING ADDRESS: Town Hall Annex P.O. Box 1179 54375 State Route 25 Southold, NY 11971 (cor. Main Rd. &Youngs Ave.) N � � �pQ Telephone: 631 765-1938 Southold, NY 11971 Q Fax: 631 765-3136 �yCOUNT`I LOCAL WATERFRONT REVITALIZATION PROGRAM TOWN OF SOUTHOLD MEMORANDUM- To: Michael Domino, President Town of Southold Board of Trustees From: Mark Terry, AICP LWRP Coordinator Date: October 11, 2019 Re: LWRP Coastal Consistency Review for ELIZABETH GARDNER SCTM# 1000-47-2-30 ELIZABETH GARDNER requests an Administrative Permit to abandon and remove existing septic system, and replace with a new Innovative and Alternative, nitrogen reducing septic system. Located: 1665 Shore Drive, Greenport. SCTM#: 1000-47-2-30 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 LWRP policies and therefore CONSISTENT with the LWRP. 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 rRECEIVED Town of Southold -- OCT 0 4 2019 LWRP CONSISTENCY ASSESSMENT FORM Southold Town A. INSTRUCTIONS Planning 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", then the proposed action may affect the achievement of the LWRP policy standards and conditions contained in the consistency review law. Thus, the action should be analyzed in more detail and, if necessary, modified prior to making a determination that it is consistent to the maximum extent practicable with the LWRP policy standards and conditions. 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 36 SCTM# � 02.0-------R-283 ` The Application has been submitted to (check appropriate response): Town Board ❑ Planning Dept. ❑ Building Dept/ZBA. ❑ 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: Applicant proposes to abandon/ remove existing septic system and replace the system with a New Innovative,alternative nitrogen reducing water treatment system. Attach additional sheets if necessary Location of action: 1665 Shore Road • Greenport,NY • 11944 Site acreage: (0.29 acre±total) Present land use: Residential 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: Elizabeth Gardner (b) Mailing address: 2932 Davis Street • Oceanside,NY • 11572 (c) Telephone number: Area Code(516)567- 4994 (d) Application number, if any: N/A 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? 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 ❑ No ® Not Applicable The above policy is not applicable to this project in that, all improvements to be under ground (IA/OWTS system) and not visible from any angle upon completion of the proposed improvements. 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 Policy 2 is not applicable in that, the surrounding area does not include any structures that can be classified as an historic or archaeological resource. 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 5 through 7 for evaluation criteria ❑ Yes ❑ No ❑ Not Applicable The above policy is not applicable to this project in that, all improvements to be under ground (IA/OWTS system) and not visible from any angle upon completion of the proposed improvements. 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 Policy 4 is not applicable in that the proposal does not involve any potential for loss of life, structures and natural resources from flooding and erosion. 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 The proposed improvements are consistent with the above referenced policy in that, the IA/OWTS system will reduce the levels of nitrogen effluent that leaches into Pipes Cove effectively improving the quality of town waters 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 The proposed improvements will be of benefit to Southold Town ecosystems in that the new Septic system will reduce the levels of nitrogen effluent being released into the environment. Consequently, this project is consistent with the above referenced policy. 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 This project is not applicable to this Policy. 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 This project is not applicable to this Policy. Attach additional sheets if necessary 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 This policy is not applicable to the proposed project. Attach additional sheets if necessary WORKING COAST POLICIES Policy 10. Protect Southold's water-dependent uses and promote siting of new water-dependence uses in suitable locations. See LWRP Section III—Policies; Pages 47 through 56 for evaluation criteria ❑ Yes ❑ No ® Not Applicable This Policy is not applicable to the proposed project. 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 This project is not applicable to this Policy. 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 This project is not applicable to this Policy. 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 This project is not applicable to this Policy. Attach additional sheets if necessary Short Environmental Assessment Form Part 1 -Project Information Instructions for Completing Part i-Project Information. The applicant or project sponsor is responsible for the completion of Part 1. Responses become part of the application for approval or funding,are subject to public review,and may be subject to further verification. Complete Part I based on information currently available. If additional research or investigation would be needed to fully respond to any item,please answer as thoroughly as possible based on current information. Complete all items in Part I. You may also provide any additional information which you believe will be needed by or useful to the lead agency;attach additional pages as necessary to supplement any item. Part 1-Project and Sponsor Information Name of Action or Project: GARDNER Property Project Location(describe,and attach a location map): 1665 Shore Road • Greenport, New York • 11944(see attached location map) Brief Description of Proposed Action: Applicant proposes to abandon and remove existing sanitary system and install in its place a new, innovative and alternative, nitrogen reducing IA/OWTS sanitary system. Name of Applicant or Sponsor: Telephone:(631)—537—5160 Robert W Anderson—Suffolk Environmental Consulting, Inc. E-Mail:robert@suffolkenvironmental.com Address: P.O.Box 2003 City/PO: Bridgehampton State: Zip Code: NY 11932 1.Does the proposed action only involve the legislative adoption of a plan,local law,ordinance, NO YES administrative rule,or regulation? If Yes,attach a narrative description of the intent of the proposed action and the environmental resources that 0 may be affected in the municipality and proceed to Part 2. If no,continue to question 2. 2. Does the proposed action require a permit,approval or funding from any other governmental Agency? NO YES If Yes,list agency(s)name and permit or approval: ❑ NYSDEC Tidal Wetlands Permit Suffolk County Department of Health Services Approval 3.a.Total acreage of the site of the proposed action? .30± acres b.Total acreage to be physically disturbed? <0.01± acres c.Total acreage(project site and any contiguous properties)owned or controlled by the applicant or project sponsor? .30+ acres 4. Check all land uses that occur on,adjoining and near the proposed action. ®Urban []Rural(non-agriculture) [:]Industrial ❑Commercial ®Residential(suburban) ❑Forest ❑Agriculture ®Aquatic 00ther(specify): [--]Parkland 6 5. Is the proposed action, NO YES N/A a_A permitted use under the zoning regulations? ❑ � ❑ b.Consistent with the adopted comprehensive plan? ® X❑ 6. Is the proposed action consistent with the predominant character of the existing built or natural NO YES landscape? ❑ '12J 7. Is the site of the proposed action located in,or does it adjoin,a state listed Critical Environmental Area? NO YES If Yes,identify: D ❑ S. a.Will the proposed action result in a substantial increase in traffic above present levels? NO YES b.Are public transportation service(s)available at or near the site of the proposed action? c.Are any pedestrian accommodations or bicycle routes available on or near site of the proposed action? ❑X ❑ 4.Does the proposed action meet or exceed the state energy code requirements? NO YES If the proposed action will exceed requirements,describe design features and technologies: El ElN/A 10. Will the proposed action connect to an existing public/private water supply? NO YES If No,describe method for providing potable water. ❑ FRI 11.Will the proposed action connect to existing wastewater utilities? NO YES If No,describe method for providing wastewater treatment: ❑ 0 IA/OWTS Sanitary System 12. a.Does the site contain a structure that is listed on either the State or National Register of Historic NO YES Places? b.Is the proposed action located in an archeological sensitive area? ❑ X 13.a.Does any portion of the site of the proposed action,or lands adjoining the proposed action,contain NO YES wetlands or other waterbodies regulated by a federal,state or local agency? ❑ O b.Would the proposed action physically alter,or encroach into,any existing wetland or waterbody? a If Yes,identify the wetland or waterbody and extent of alterations in square feet or acres: El 14. Identify the typical habitat types that occur on,or are likely to be found on the project site. Check all that apply: ®Shoreline ❑Forest ❑Agricultural/grasslands ❑Early mid-successional ® Wetland ❑Urban ®Suburban 15.Does the site of the proposed action contain any species of animal,or associated habitats,listed NO YES by the State or Federal government as threatened or endangered? � El 16.Is the project site located in the 100 year flood plain? NO YES X 17.Will the proposed action create storm water discharge,either from point or non-point sources? NO YES If Yes, ❑ a Will storm water discharges flow to adjacent properties? ❑NO ❑YES b.Will storm water discharges be directed to established conveyance systems(runoff and storm drains)? If Yes,briefly describe.- LJ NO ❑YES 7 GARDNER Property Situate: 1665 Shore Road • Greenport, New York • 11944 SCTM#: 1000 -47- 02 - 30 (Photographs taken August 7, 2019) Y^ t �Y .. ,. AL •�. `r r.�,;..,,��� � � a �",.a �, The photograph above (taken facing south) depicts the approximate location of the proposed IA/OWTS system to be installed at the subject property. CA RDNER Property Situate: 1665 Shore Road • Greenport, New York • 11944 SCTM#: 1000-47-02- 30 (Photographs taken August 7, 2019) r fi 'K • k ... a •'. 'a. r» .r... 1�y�Y.r, !!• � N t� 4�� •'. -k_ KN The photograph above (taken facing southeast) depicts the approximate location of the proposed IA/OWTS sanitary system at the subject property. GARDNER Property Situate: 1665 Shore Road • Greenport, New York • 11944 SCTM#: 1000-47-02-30 (Photographs taken August 7, 201.9) ti t ,.. IN Ilk a - w *1r ; J S �If � 1 The photograph above (taken facing east) depicts the approximate location of the proposed IA/OWTS system at the subject property. CA RDNER Property Situate: 1665 Shore Road • Greenport, New York • 11944 SCTM#: 1000-47- 02-30 (Photographs taken August 7, 201--9) f � # � � 3 1, P r c w x , 1s. .-w Y r ,A 4 The photograph above (taken facing east) depicts the bulkhead located on the southern portion of the subject property. Note that the high water mark is about 1' above the sand, demonstrating the absence of a beach at the subject property. R wFw- - N � ool. 1 zi 3 u 511.`hR O m Jw 10 N o_ ' 1501 m 7W 13 1Z q B.SNA i CI p / 251 .ry a o� / G O e 9 NOTID gy COUNTY OF SUFFOLK © e •� t�Ne iouttm�o SECTgN NO ICE [s (z1) y ^w•�- — -- "'•"_—_ ,� Real Property Tax Service Agency • 47 E •r�.uu. M--_— _ u ___ �u --~_— owu.--�-- Coun�Y Grm•Rlw•Iva.nYtt101 i1 �a ieCtM ` P twee PROPERTY VAP U rrr a w fat Nals ft t� rtev mrMMeiM ott[M�2tM� x..� L SURVEY OF PROPERTY N A T GREENPORT TOWN OF SO UTHOLD SUFFOLK COUNTY, 0 1000-47-02-30 W SCALE: 1'-,20 W MAY 9, 2019 O EL 11.5 2 ALL PROPERTIES WITHIN 150' ON PUBLIC WATER p , E r� E - ®�� EL 11.8' AUG 1 5 2019 GMF 0.6' DEEP YV� IN FRONT OF TREE $eL1Iho�J TQ"In Bealti cf T u�tees ci� J0� F QP, / 0 WATER METER 9G�O p'Z` P° l90 �y °.A FF �0 \ \ APPROX. J/ ARCHPICKET� ^ LOT 24 AREA OF SEPTIC �( CL O P4 TH \ I/ EL 10.9 �PEL. 11.6\\ O AC VENT PIPE p� O �� BBOG \\ �o• OAC /0't` PAVER \ � � F MFL WALK <k 2 STY. FR. S HOUSE p,9 �J- FF=12.8 1 cG�B ° �QQJF'�� - �'.� ,\ CHIM. P G+p��2s ,g 1STY. FR. \U G �\h y �l - ' �� <-, -P° FF=11.6 �,, — PROPANE Q. +� �y. rr• y OUT SHOWER j FE.END �G g• R/0 SUMMERLOT 24 0.8'W ' ROOM ON FE.END PAVER PATIO -DECK 0.7'W B� \ PK ON TOP OF BULKHEAD TEST HOLE DATA FIRE PIT \ J SFT o EL.=8.2' McDONALD GEOSCIENCE `l STONE \ of MASO 4/30/2019 PI RSNRY A \ COQ G 0 1%EL. 11.6' DARK BROWN N/O/FP`oa O CLAYEY LOAM OH YUTIAN DON NI XU 1' LOT 25 \ o0 BROWN CLAY CH EL. 10.4' 1.2' o E D 0� WATER IN BROWN � CLAY CH CSS O .,0.1 0 �9 42' CURB END •y �O WATER IN PALE BROWN OSW FINE TO MEDIUM SAND SP FE.END 0.2'E 48' NOTE: WATER ENCOUNTERED 1.2' BELOW SURFACE KEY Q = REBAR 0 ® = WELL �a°cam A = STAKE ® = TEST HOLE • PIPE AREA= 12,872 SO. FT. ■ =�MONUMENT TO LINE ALONG BULKHEADQ = WETLAND FLAG CZL = UTILITY POLE �� M � r I am familiar with the STANDARDS FOR APPROVAL AND CONSTRUCTION OF SUBSURFACE SEWAGE DISPOSAL SYSTEMS FOR SINGLE FAMILY RESIDENCES and will abide by the conditions set forth •° therein and on the permit to construct. The location of wells and cesspools shown hereon arehi from field observations and or from data obtained from others. LOT NUMBERS REFER TO "MAP OF GREENPORT SHORES, SEC77ON ONE" FILED IN THE NO. 49618 SUFFOLK COUNTY CLERK'S OFFICE ON JUNE 29, 1950 AS FILE NO. 1759. ' ELEVA77ONS REFERENCED TO NA VD 88 PEC P.C. 20 FAX (631) 765-1797 ANY AL7ERA71ON OR ADD17ION TO THIS SURVEY IS A VIOLATION OF SEC71ON 72090F THE NEW YORK (631)P.O. BOOXX09 STATE EDUCA71ON LAW. EXCEPT AS PER SEC71ON 7209—SUBDIVISION 2. ALL CER71FICA77ONS HEREON ARE 909 909 VALID FOR THIS MAP AND COPIES THEREOF ONLY FSAID MAP OR COPIES BEAR THE IMPRESSED SEAL 1230 TRAVELER STREET 19_017 OF THE SURVEYOR WHOSE SIGNATURE APPEARS HEREON. SOUTHOLD, N.Y. 11971 EXCAVATIONNOTES I/A Overs General Requirements SHORE D R. 4 • The Installer of I/A OWTS must hold a current Liquid Waste License pursuant to Chapter 563 Article NI (Septic Industry Businesses)and Endorsement J(Innovative and Alternative Treatment System Installer) through the Suffolk County Department of PUBLIC WATER IN STREETO Labor, Licensing and Consumer Affairs, pursuant to Suffolk County Code ¢563-79(11) (J). The Department of Labor, Licensing, and Consumer Affairs maintains a list of licensed I/A OWTS Maintenance Providers. Because of the clay soils and the perched water the contractor An executed Operation and Maintenance Contract between the Maintenance Provider and Property owner must be submitted F� �� will need to excavate through the clay to good soil down to tathe Department N50°38'30' E 100.00' 9' S• �� approximateIy 42 feet. The contractor needs to call for an 2. All Installed I/A OWTS are required to have an Initial 3-year warranty and operation/maintenance service contract. EDGE OF PAVEMENT 3. When an I/A OWTS requires a vent, the unit shall be vented to the roof of the residence being served. Vent pipes shall / •Z` excavation inspection from S C D H S. After good soil I s reached, extend a minimum of 6 Inches above the roofline and the top of the vent shall have a minimum horizontal separation of 12 CI OH Inches to the sloped portion of the roof. In cases where It Is not practical to vent the system to the residence roof, a vent pipe ` ❑H ❑H ❑H ❑H ❑H back fill the excavation with clean sand. Install a monitoring may be piped to the exterior side of the residence and terminate a minimum of 18 Inches above grade. These vent pipes shall be J Z o H ELECTRICV !// located a minimum of 3 feet from any window or doorway and must terminate with a carbon filter device. All vent pipes must PAVER APRON XISTING CP TO BE REMOVED/ SERVICE pipe with the pipe end 12 feet below grade. Arrange with the have a minimum diameter of 2 Inches. 4. Garbage grinders shall not be permitted when an I A OWLS le utilized as means of sewage disposal. In addition, water (V F� Health Department to check the final depth of water softeners shall not discharge Into an%A OWES. / g P W CL o !/ HYDRO-ACTION 1/ L C �,_,� I q----.�/ e'400.oo contained inside the pipe after a period o f time. 5. Install 1/A OWTS tanks according to manufacturer's recommendations. All applicable recommendations provided by the a) a r LY C manufacturer shall be Implemented (� �- �. 2 �ic�9 cJi� � y� C:manufacturer W r�01T1V d C �� O S. The I/A OWLS tank shall be Installed at level in all directions(with a maximum tolerance In any direction of+/one quarter � CO Z 0 \ LP \\� O F 'O, ° inch) on a minimum 3-inch thick bed of properly leveled and compacted sand (free from rocks) or pea grave W O �� �! FFA o 0 0 lO �� / \GO 03 ) / O< 7. The top of the I/A OWTS tank shall not be located greater than 25 feet or less than one foot below final grade. �t E ELOCATE EXISTING WATER `v 0 rr ' I rr 11 Electrical Requirements i W 'n < BEND y / �1 W SERVICE 10,0' FROM E.P 0 M m ( i��\ 6� ml 1. Control Panels ^ `o I I ^ `o C. All wiring and equipment are to be Installed by the electrical contractor In accordance with the National Electric Code(NEC) (n N V 0 D OAK ( LP /0 / ;I ,V and local codes. m { I \ / / I b. The control panel box must be placed outside on a suitable pedestal near the structure that It serves. Alternatively, the L(7 U M n / / m I CONCRETEpanel box may be mounted on on outside wall of the structure(preferable a utility room, and not a living space). z (Q (n r (Z/1 �' / Z I ( �� COLLAR 24• c. The control panel shall be placed at a comfortable height for access. (� w PAVERS / N I STOPPER END d. The panel shall meet National Electrical Manufacturers Association (NEMA) 4X specifications. Q r- O I / I O PLUG PROPOSED e. The conduit must have appropriate seals to prevent gases and moisture from reaching the control panel or Junction boxes. o { ELEC f. Each system shall be equipped with a functioning warning system which will activate audible and visual alarms that can be X-X / / C/ N PANEL readily seen and heard by the occupant's of the building served. I� PVC 19.3' _X_31-Y� 5 RISER&COVER ICKET FE, 33.4 2. Pumps, Blowers, Level Sensors, and Controls 7 � PI a. The electrical Junction box serving the pump motor and floats must be watertight and located outside the I/A OWTS tank C S k4 ❑ RBER JOINT chamber. AAS QqC 11.7' 4 +YDRPUMPTON 3X3ION N PAD TROL PANEL ,c�, to C PACK/NG b. The Department shall observe the pump system operate through a normal operating cycle. 1/sF �Y ? p I AMP IR�ER C. Inspection for leakage of the force main fittings will be made during the pump teat procedure. 1 STY, I 'Sp S� ❑ -ia SEWER PIPE EXTERIOR RAZED 11 6' c 20 5' (TYPICAL) vNCncw BOX esoN I General Notes 13.0' 19.3' N O ?8 Y 2.1' PVC PIPE D3034 SPRINKLER BOX O 0 O y/(/ N Ly 0 SDR 35 1. LOT AREA: 12,872 S.F. OR .282 ACRES pGTsy kip o N �r1 �O� 8ET/D TO SEP77C i DIREXT BURIAL 2 SCTM#1000-47-02-30 009 O20.5' OO 14.9' ?� FROM DWELLING TANK e J 3. BOUNDARY AND TOPOGRAPHIC INFORMATION FROM A SURVEY BY Peconic Surveyors last dated May 9, 2019 R _ 4. ELEVATIONS REFERENCED TO THE NAVD 88 DATUM F A'4j� rn C.L 60°PVC WYE C/ TO PVC PLC CONTROL AIR PUMP 0/) O DECK HOUSE ADAPTOR 5. ALL MATERIALS AND METHODS OF CONSTRUCTION SHALL CONFORM TO THE STANDARDS AND SPECIFICATIONS OF THE TOWN OF SOUTHOLD AND THE SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES AS REQUIRED Q7�ti° B. THE CONTRACTOR SHALL FIELD VERIFY THE LOCATION AND DEPTH OF ALL UTILITIES PRIOR TO THE COMMENCEMENT OF WORK. THE� Sp STEPS � CLEAN OUT DETAIL ELECTRIC RISER DIAGRAM ACCORDINGLY INRTHE FIELDED ALL SUBSURFACE INFORMATION SHOWN ON THESE PLANS IS CONCEPTUAL AND MUST BE CONFORMED Qr c N.T.S. 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SECURING ALL NECESSARY PERMITS BEFORE COMMENCING WORK. ry� I /F.QsOti�r I 60!:, SG" 00 N.T.`� 8. ALL UNSUITABLE MATERIAL AND DEBRIS SHALL BE DISPOSED OF IN ACCORDANCE WITH TOWN, COUNTY, STATE AND FEDERAL O 41 W f LAWSCODES AND ORDINANCES. CONTRACTOR SHALL BE RESPONSIBLE FOR DISPOSING OFF ALL UNSUITABLE MATERIALS OFF SITE. A I FR J DEBRIS SHALL NOT BE BURIED ON THE SITE. �o O I TRS �O A 9. ALL PRECAST STRUCTURES SHALL BE APPROVED BY THE COUNTY AND COMPLY WITH THEIR REGULATIONS. Tq QOM x 10. ALL PRECAST STRUCTURES SHALL BE MANUFACTURED WITH 4000 PSI 28 DAY STRENGTH CONCRETE (� A ��9tiF I 11. SANITARY PIPE TO BE SDR-35 PVC OR AS SPECIFIED ON PLANS W G,p I I x 12. DURING CONSTRUCTION, EROSION AND SEDIMENT CONTROL MEASURES TO BE UTILIZED AS NECESSARY TO PREVENT THE n 9 I TRANSPORT OF SEDIMENT TO OFF SITE AREAS, PONDS, DRAINAGE INLETS. THE METHODS AND MATERIALS EMPLOYED IN THE li• I I r INSTALLATION AND MAINTENANCE OF EROSION CONTROL MEASURES SHALL CONFORM TO THE NEW YORK GUIDELINES FOR EROSION W _ r AND SEDIMENT CONTROL z C_ I 13. ALL BACKFILL SHALL BE SELECT GRANULAR MATERIAL COMPACTED TO 95%MAXIMUM DENSITY AT THE OPTIMUM MOISTURE DECKING WOOD RAILING ON TOP OF BULKHEAD �jj CONTENT AS DETERMINED BY STANDARD PROCTOR TEST. (^ Z EL 8.3' TOP OF BULKHEAD MHWM ALONG BULKHEAD I- v PVC-WOOD BULKHEAD � � OX, 0 SANITARY DESIGN = W o Lb F e� N50'39 "E 100.00 `�e��yF U Q 3 BEDROOM C/) z oco (o (2) 8' DIA X 6' DEEP LEACHING POOLS (LP) [LM l ��� I (1 ) 8' DIA X 6' DEEP EXPANSION POOLS (EP) _ U) P PCS C OvE �` AUG 1 5 Map of Greenport Shores W2019 W m S Filed map June 29, 1950 #1759 O O Sn'tho!"I I""wrl O A/ O 1166 Pro of Tr .054 Ile4a SCALE: 1 "=20 ' or ell k All, >iir EA I EY Pel : 10'8' EL 6-:, POLYUK G W80 COISMiL4aR tt .•- V V O LOOKING cowk H D-D3 TEST HOLE DATA MCDONALD GEOSCIENCE 4/30/2019 EL. 11.6' DARK BROWN J B 04 CLAYEY LOAM 0r! K F � 1� NDRAWN BY: JF/ LH BROWN CLAY CH c-c2 W HOUSE CONCRETE COLLAR WATER TIGHT FRAME a COVER EL. 10.4' 1.2' A F.F. EL f28' W/APPROVED LOCIONG DEVICE TF t PER END PLUG CONCRETE COVERS BELOW GRADE 3e� I.E. EL fr.8' RAI GRADE EL 11.8' WATER IN BROW T ,o B' „ ' - PnEIGRAXSX JULY 10, 2019 B'mh. 1'MIN. -SLABS CLAY CH 4 SOR I.E I.E 2 MAXBILL OF MATERIALS OFAN CUT 10.6' 10.5 1/4'PER FOOT MIN.PITCH �Dty 1/6"PER FOOT I/VI. I.E. .~ •1Z2 MIN. 4'DIA.SANITARY PIPE PVC WINE LBF 10.3' 7�, "x'% � 6' �' HAAB0056 R TANK,ANI..245 NITROGEN REDUCTION aI A 180055 TANK,AN500 245 PRETREATMENT 1 SCALE : AS NOTED MR R'ti?�-':.1ri!•_ «¢t a 100118 CaFLING,4'SCH 35 PVC SXS I SDR UNE 35 fih�N ' " '1'r 42' C 240018 FG CONNECTING PANEL 24X19 2 e `' C1 160028 AIXNESIVE,CARTRIDGE PRS CE 240031 SCREW,V e10 SELF TAP PPH ZINC 2 MlN D 760066 FASTENER.3/8-16 X 3 3/4'AT HINDS 1 WATER IN PALE EROWN SHEET NO: HY17R0-�AMON HYDRO-ACTION AN400 DETAIL I D1 2011013 NUT,3/8'-16 SS 3 AN-400 I/A - I @ 200006 WASHER,3/8-16 SS 4 GROUND WATER V EL 1.3' TO BE DETERMINED FINE TO MEDIUM SAND SP D3 2130034 VASNER,SS 3/8'LOCKVASHER I - T (2) 8' DIA X 6' DEEP HIGHEST EXPECTED E 10.11. ASSEMBLY,RECIRCULATION 245...PLETE I HIGHEST RECORDED GROUNDWATER GROUNDWATER F AP600 P AP600 ATU WI PLATFORM COMPLETE I BACKFILL MATERIAL TO BE CLEAN SAND&GRAVEL LEACHING POOL DETAIL 48. G ECSO-301100-PLC EC50-30-L.100-PLG I H 100023 PIPE,4'PVC SCH35 (1)16'LONG mom: NO CUT OR FILL REoUIRED I 100023 PIPE,4'PVC SCH35 e)28'LONG SANITARY SEPTIC SYSTEM PROFILE NOTE. WATER ENCOUNTERED 1.2' BELOW SURFACE i 180111 TEE,STRAIGHT 1 1665 SHORE RD, GREENPORT N.T.S. F_ K 100023 PIPE,4'PVC SCH35 a)IF Lac SCTM# 1000-47-02-30 AN900 E43 NITROGEN REDUCTIM SYSTEM hydra c[iod esroan4 00'r HA-190036 AN-400=440 GPD