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HomeMy WebLinkAbout1000-27.-4-7 OFFICE LOCATION: �O��Of SOUryOI MAILING ADDRESS: Town Hall Annex P.O. Box 1179 54375 State Route 25 Southold, NY 11971 (cor. Main Rd. &Youngs Ave.) u> >r Southold, NY 11971 pQ Telephone: 631 765-1938 Fax: 631 765-3136 COU , LOCAL WATERFRONT REVITALIZATION PROGRAM TOWN OF SOUTHOLD MEMORANDUM To: Michael Domino, President Town of Southold Board of Trustees From: Mark Terry, AICP LWRP Coordinator E Date: October 10, 2019 Re: LWRP Coastal Consistency Review for JOSH AUERBACH &WHITNEY BOWE SCTM# 1000-27-4-7 Suffolk Environmental Consulting on behalf of JOSH AUERBACH &WHITNEY BOWE requests a Wetland Permit and a Coastal Erosion Permit to construct a 49'x24.9' second story addition above the existing split level dwelling; a 4'x9' shed off the southeastern facing side of existing dwelling; construct a retaining wall measuring 115' long adjacent to King Street and 27' long section adjacent to Harbor Road, with a top elevation of 65, install a new innovative, alternative, nitrogen reducing septic system 50' from the mean high water line; the existing swimming pool is proposed to be raised to the elevation of the retaining wall at a height of 6.5' as a consequence of the proposed septic system upgrade (675 cubic yards of clean fill from an approved source will be utilized to accomplish this), and to add two new dry wells on the northeastern and northwestern sides of the house as well as a conversion of an existing septic system to a dry well in order to better manage water run-off from the roof of the dwelling. Located: 450 Harbor Road, Orient. SCTM# 1000-27-4-7 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 provided the following is considered to further Policy 6. 1. The installation of a vegetated, non-turf buffer landward of the wood bulkhead. 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 Form TS 1 R" ECEIVED Town of Southold 0 C T 0 4 2019 LWRP CONSISTENCY ASSESSMENT FORM Southold Town Planning Board 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 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- 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 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# 027 - 04 - 07 The Application has been submitted to (check appropriate response): Town Board ❑ Planning Dept. ❑ 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: Applicant proposes to construct a 49'x 24.9' 2nd story master bedroom above the existing split level frame house, a 4'x 9' shed off the Southeastern facing side of the existing house, a retaining wall measuring 115' long adjacent to King Street and 2T long section adjacent to Harbor Rd.with a top elevation of 65, a new innovative, alternative,nitrogen reducing septic system 50' from the mean high water line.the existing swimming 12ool is proposed to be raised to the elevation of the retaining wall at a height of 6.5' as a consequence of the proposed septic system upgrade(675 cu. ,yds. of clean fill from an approved source will be utilized to accomplish this).It is also proposed to add two new dry wells on the northeastern and northwestern sides of the house as well as a conversion of an existing septic system to a dry well in order to better manage water run-off from the roof of the house. Location of action: 450 Harbor Road; Orient,New York Site acreage: 0.375 acres± 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: JOSH AUERBACH&WHITNEY BOWE (b) Mailing address: 1 Breckenridge Road; Chappaqua, New York 10514 (c) Telephone number: Area Code (609)-202-6173 (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 As indicated within Policy 1, "Development that does not reinforce the traditional land use pattern of the Town of Southold would result in a loss of the community and landscape character of Southold.", this proposal is to construct a new, innovative and alternative Sanitary system as well as upward additions to the existing house preserving the open space of the property in a manner consistent with the aforementioned town policy. 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 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 5 through 7 for evaluation criteria ® Yes ❑ No ❑ Not Applicable Subiect proposal will not adversely impact the visual quality of the surrounding area in that the proposed changes to the Property will largely be subterranean. In regards to the second story addition this will not adversely impact the visual quality of the surrounding area in that the surrounding area is comprised of dwellings improved with similar appurtenances (i.e. second story additions). Scenic resources, assumedly views of Orient Harbor, are not at risk due to the proposed retaining wall and shed due to its proposed location that is flush with the existing dwelling Accordingly, this proposal will be consistent with Policy 3. 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 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 project will result in compliance with the Town's Stormwater Control Standards.The proposed retaining wall drywells, and new sanitary system will make it possible to reduce storm runoff as well as nitrogen released into Orient Harbor. 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 Subiect proposal will maintain the quality of the surrounding ecosystem in that the project includes full storm water control and provides a new septic system that in its use should reduce the levels of nitrogen leeched into Orient harbor in respect to the dwellings current sanitary system. 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 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 Not Applicable. 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 Not Applicable. 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 Not Applicable Attach additional sheets if necessary Policy 11. Promote sustainable use of living marine resources in Long Island Sound,the Peconic Estuary and Town Waters. See LWRP Section III—Policies;Pages 57 through 62 for evaluation criteria ❑ Yes ❑ No ® Not Applicable 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 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 Not Applicable. Attach additional sheets if necessary Auerbach Propel^ty Situate: 450 Harbor Road • Orient, Ne*vti' York • 11957 SCTM#: 1000-027-04-7 (Photograph taken April 17, 2019) , 1 CIA e� v s ' f 1,44''J j� ti !e' 1 t •'p ,+ Y ''1 t�t�r^�+ a 1 r kR mil',r t qq ,S , �;��4�.�'� !,•:� 1 r� �Y/.'u�1{11. � 2 ,( S 1 �+� �"rFr ��y },li �'�f� �K36 ��. �tl�r �i �. y ' �� ,. }�f '-. a°a � � � ��`���g �' r .r,=�A !�•��.; [ r • ;ge � kr`:! nl {''1� a �+r y` � f r �� ��� f Ltrt� rj�}jx[,_) f \] •�R. � f�Fi �`� � ����(. i��tir� •2r"� � � � �1 'rt � 'i �y. 4• ,, ,,7y.,+ t ,ig 4l,� R-.Y.•a�..( K 1 •i 't�' ��1�j- +ti'fir Jc.�� � ii :' ,J/; � gl4✓+! £'�';�,.:. '� �. i °Y.y�`''. Ft �r-'� :.: f}��f`- ,Tr�,�+C g•t y�•�'�+�, �t' ��.��+'� {� jLxp �t•'R�.�• �•f� �rW'r: n. r�i�+��� i'i. t. -�,. .aYti Sit. ..� tr 4?�S 5 7._. � i iW[ 1' t, 1'�g+�" 1 T �s� _.� j��' ..• '�',"L•i a?.� ;1.1 Irk Z.`°��! h ��f .-,r� 'll. 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Auerbach Property Situate: 450 Harbor Road • Orient, New York ,0 11957 SCTM#: 1000-027-04-7 (Photograph taken April 17, 2019) n { VT r N WOW— • 8 's � _�+♦t r tee• .��.. r:'�v�. r-- _ _ . ..�L+ . � - - s The above photograph (taken facing Southwest) depicts flagging in regards to the proposed IA/OWTS sanitary system. The flag in the foreground of the photograph indicates where the first pool in the leeching galley will be placed (as indicated by the green arrow). The flag further back in the photo indicates the area where the proposed septic system NN-111 be placed (As indicated by the yellow arroxv). Auerbach Property Situate: 450 Harbor Road • Orient, New York • 11957 SCTM#: 1000-027-04-7 (Photograph taken April 17, 2019) r , Yom � i pit. ♦ �, � :'1 •`-y w __ Is • .JI � The photograph above (taken facing north) depicts the area in which the proposed second story addition will be erected. Juerbach Property Situate: 450 Harbor Road • Orient, New York • 11957 SCTM#: 1000-027-04-7 (Photograph taken April 17, 2019) i y ,� � lfffa.• .�•. �� + .4 i lf.ff ♦J•�� The above photograph (taken facing «vest) depicts the proposed second store addition. .7,, - -_. 11—C no.ots 4 \ MATCn z ONE 1 FpE CCL NO - q N SEE SEC NO y tt of40 m1� t�asml ^o^r 1.3 0-0149 q ORicxr 22 N 2.1 m S.SA(c) 2, \ c 5AA rOaaN aF g c�:sAr s, N� 12 5 A 0.,A 23 aj 29 �_ 5.w " 2-8 �\J a FD 25wpp• 3 �_ xIA(.)) 1EwraRN pQ Y 21 t33 5 �� t' <O 1 SA - b t 6A S.0 J S N t iA(U r 2� �r1AR0 29 ^ 6N�O,6 � 2.10 50.A R O A( 2 w .1 t 7A(a 11 to h a `D sw o 1q Z2 9.1 12A(c 17A 52 zJ b 1 52 0.1 z5 q 1.9A tSA 10." 1 le • I\ 17A \JA M >J 11A 5.13 �.v� t A 16 7.3 4.1 STATE OF C yr tr�cl S l 71 \ NEWYORK o• 'N ¢ �. • i oFxr toZ 9.4 ® \ 10.1 '�\\ N•h' sN'\ Aja ,OWN OF SOI1TNOlD 1.4e \ iTA(a \ �p 52 q 0 _ 2.(a 1 —(.1 \ "CN \ Onalan � ' 2IA \ lEE SEcm \ \ ` \ `�— -4,- G'/Oya STATE OF NEW YORK IMTCM '�--- ONE M.D BO S e 1h5 a r SEE SEC.NO.= SEE SEC NO w w'Yiw�� ,wwOr sounmoLo SECTION NO COUNTY OF SUFFOLK © K NOTICE CE E e � ��� w ------ _—�_— ��--�-- rEwwcEw,eMTi9«.aw Real Property Tax Service Agency r m W,AosoF 27 (21) O --w-- n CRUN,Y Gnr RIVANw1.NY ttfet NI G Oxrwcl NO 000 E a� -.�-. �� o •^ —_— ---- "+�--A-- � p 1PROPERTY MAP 4..s - .--. ...�„�, d-. uwo.u�. . •rr� waw ae �R wrros�.w rre.esnNisaaN OF rHE m s m m MATCH y� i MATS—T_—Z TNrI__ SURVEY OF PROPERTY � y SITUATE M ORIENT 014 TOWN OF SOUTHOLD �S SUFFOLK COUNTY, NEW YORK S.C. TAX No. 1000-27-04-07 SCALE 1 "=20' DECEMBER 5, 2013 JUNE 13, 2015 STAKE PROPERTY LINES & UPDATE TOPO FEBRUARY 19, 2016 ADDITIONAL ELEVATIONS FEBRUARY 24, 2019 ADD SITE PLAN AUGUST 5 2019 REVISE SITE PLAN FO N *k01 ko y�o AREA = 16,350 sq. ft. oeo (TO TIE LINE) 0,375 ac. e � F ° NOTES: !'FR 1. ELEVATIONS ARE REFERENCED TO N.A.V,D. 1988 DATUM EXISTING ELEVATIONS ARE SHOWN THUS:5A *k n F.FL. - FIRST FLOOR +''F' < ' . - GARAGE FLOOR TB S �. :•:':� ' . .es , TB - TOP OF BULKHEAD BB - BOTTOM OF BULKHEAD �• :.•. •::> TW TOP OF WALL BW - BOTTOM OF WALL �� '�FNoy 6�"•:` ;.: �c �� 0 2. PROPOSED IMPROVEMENTS SHOWN ARE FROM SITE PLAN A) oe9,1Q ;" PREPARED BY JOSEPH FISCHETTI, P.E. DATED FEBRUARY 2, 2019 ti ���'�� �° o :.: ;:�: .� F• x \,4y °gr�MF�•': , X 3. FLOOD ZONE INFORMATION TAKEN FROM: : FLOOD INSURANCE RATE MAP No. 36103CO068 H �cll ' ZONE AE: BASE FLOOD ELEVATIONS DETERMINED 0 X a ��� ZONE VE: COASTAL FLOOD WITH VELOCITY HAZARD (WAVE ACTION); TEST LE > o� BASE FLOOD ELEVATIONS DETERMINED 4. PROPOSED FILL REQUIRED = 675 cu. yds. OF n R• \ A" a. .e ,a3•i' co SANITARY SYSTEM DESIGN 7 X� 4 BEDROOM HOUSE ROki / x °' O s• „ o" Tk • s Q , AN-400 = AN-440 GPD rFsr�n '3s F s /W (6)-LEACHING GALLEYS 2 DEEP ss c o\ (3)-EXSPANSION GALLEYS 2' DEEP _ Nov OA. 0 i ' 70 /j/GY ASF yp h•° � �R=� �\x� ��F ' \ —v---PROPOSED CONTOUR E -EXPANSION GALLEY - 2' DEEP?q9 �FC� \1;� x F�> '' "a DG -DRAINAGE GALLEY - 2' DEEP ryA...........: e 0 :: ly: : 8 �+y DW -DRYWELL 8'-DIA X 2' DEEP o?: :::�,•::::::. :.. X00 2 X22 _ //F 44 :• °eo o`� :'.? '' o�J`'�` x1.2 / °y ��. �o�iRF DRAINAGE CALCULATIONS ;:: :�•::: : ::::: ::: �ry o o/ �s DRAINAGE GALLEY 8.5' X 4.75' OUTSIDE DIMENSIONS yq �.. . :::::.....:. . . ,. C .. �: Q::. . :: x 7'-10" X 4'-l" INSIDE DIMENSIONS FR qST �Pysacq C" :. :}.�� .:::.::::. Q:... oe �j h . . TOIyH CO fR0 Y �,°y°� —04D o v aRop .4e4".'." o // -S 0�/ o� x\ O. eAN , 64 C.F. CONTAINMENT PER 2 DEEP GALLEY (DG) F S rA( pH s� Mo e e HOUSE = 1350 SF = 225 CF pUJ• FR 4,> hoop ,GNoc °OMpRo� o oeo��// oe USE 3 DW 8' DIA X 2' DEEP = 253 CF ..::. 9 yp�p S/0 Rp �r s sR p(perj •/ e� o xF�o �e� ( ) pyOTyq?/gr�C.q coyfcop +s osks,yA.yyF�y soRA .@.4 000// � ... 20 o a n. , 0 Ho Rp qS SC r°qip Bio� y / /pF �`/ � � :• �� DRIVEWAY = 20' X 18'=360 SF = 60 CF 4g Rfq gLfO 2 yoo�M RF / (/ 0 e�`: USE (1) DG 2y9 SF s a 8 83 x 400,F / / FC°�F4 / X ° eon ' PROPOSED LOT COVERAGE OVER °000 / p �O / c' 12 Q��. ' `' UPLAND LOT AREA (16,350 sq. ft.) O R /�, � ►io x X ... ox e. Q°3 yj ?� Q2�y�` •' •>` DESCRIPTION AREA X LOT COVERAGE <C/ .�. *0 ? A / ooFc� g• F �"�F ��`��p 4' HOUSE 1,297 sq. ft. 7.9% 04, leeo � �i2,� .•,e � �''^ SHED 32 sq. ft. 0.2% o re h� X �,o o x 1 10. d e .� POOL 384 sq. ft. 2.3% tij y, -62 y.°so °�� s PROP. 3 WALK AROUND POOL q'310 s ft. 1.9% ae ." ROOkS ee s.; e n .• X 0../ ROOF OVER WOOD DECK 188 sq. ft. 1.2% �eFRNFCPF�p 1 e e WOOD DECKS 749 sq. ft. 4.6% ry B• °cyr ,o ° HoyNQ x o PAVER WALK 316 sq. ft. 1.9% uqF eU es- e ZONE Jia, . sz2 AE (E TOTAL 3,276 sq. ft. 20.0% sa coo VE EL g � �- ( ., r (a 69 '415, A R/NG NIGF/ Iyq .. Q ) O f ..7 ry :' I .�. -.. �F 1� PREPARED IN ACCORDANCE WITH THE MINIMUM STANDARDS FOR TITLE SURVEYS AS ESTABLISHED ' S'44�� aK N BY THE L.I.A.L.S. AND APPROVED AND'ADOPtJT�P FOR SUCH USE BY THE NEW YORK S7ATE LA1JD U" TEST HOLE DATA71EuNE ef AUG 2019 TITLE ASSOCIATION. kv (TEST HOLE DUG BY McDONALD GEOSCIENCE 6' HIGH WATERONG , ENT , ON MARCH 30, 2018) .58 MAR, EL 3.5' 0 N C-2y` ` ybS4 V MIXED SAND do LOAM 83027`0$ IA/ � '' YY jj t 37. e GREYISH BROWN CLAY CH W PARENT HIGH8' ` W a ( ) 3U OND BLk OUNWA7ERy R MAR v . 3.0' ON OZ 26/O� TIf g MENTAL CON�UL NNc� ^ c.� 0467 Y' BROWN CLAYEY SAND (SC) GROUND WATERUNAUTHORIZDALTERATION OR ADDITION WATER ENCOUNTERED TO THIS SURVEY OY? SECTION 720 OFST}iE�NEWTYORK STATE Nathan Taft Corwin WATER IN BROWN CLAYEY SAND EDUCATION LAW. III COPIES OF THIS SURVEY MAP NOT BEARING 4.0 THE LAND L OR EMBOSSED SEAL SURVEYOR'S DNKED E HALL INOTBECONSIDERED Land S u r v e y o r TO BE A VALID TRUE COPY. CERTIFICATIONS INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY WATER IN PALE BROWN FINE TO COARSE SAND IS PREPARED, AND ON HIS BEHALF TO THE Successor To: Stanley J. Isaksen, Jr. L.S. TITLE COMPANY, GOVERNMENTAL AGENCY AND Joseph A. In a no L.S. LENDING INSTITUTION LISTED HEREON, AND P 9 9 TO THE ASSIGNEES OF THE LENDING INSTI- TUTION. Title Surveys - Subdivisions - Site Plans - Construction Layout CERTIFICATIONS ARE NOT TRANSFERABLE. Y PHONE (631)727-2090 Fax (631)727-1727 13, THE EXISTENCE OF RIGHTS OF WAY OFFICES LOCATED AT MAILING ADDRESS AND/OR EASEMENTS OF RECORD, IF 1586 Main Road P.O. Box 16 ANY, NOT SHOWN ARE NOT GUARANTEED. Jamesport, New York 11947 Jamesport, New York 11947 39-031A WELL I/A OWTS General Requirements HOUSE CONCRETE COLLAR WATER 71GHT FRAME & COVER 11,4,9T +150 1. The installer of I/A OWTS must hold a current Liquid Waste License pursuant to Chapter 563 Article VII (Septic Industry F.F. EL. 92" W/ APPROVED LOCKING DEVICE Businesses) and Endorsement J (Innovative and Alternative Treatment System Installer) through the Suffolk County Department of TOPPER END PLUG CONCRETE COVER Labor, Licensing and Consumer Affairs, pursuant to Suffolk County Code § 563-79(11) (J). The Department of Labor, Licensing, and BELOW GRADE S Consumer Affairs maintains a list of licensed I/A OWTS Maintenance Providers. EL. 8'S' FINISHED GRADE _ _ _ EL. 6 5" q� I.E. 2. An executed 0 eration and Maintenance Contract between the Maintenance Provider and Pro raper owner must be submitted to 7'0' - - �iTII Iilk = __ I IIII=11J=1111 i�ITi= -iiTil=111- / T'9 P P Y TRAFFlC BEARING �y the Department 8 in. 1' MIN. =IIID II,I=!1 1' MIN. 2' MAX "''-"" SLABS 2' MAX 4 97R PIPE I 3. All installed I/A OWTS are required to have an initial 3-year warranty and operation/maintenance service contract. CLEAN CUT 6.}" 6 3 ..•�f.;�l�fi�'f;{�'; :'-;i •'>5�F'I8F'.,.,. 1/4" PER FOOT MIN. PITCH 1/8' PER FOOT MIN. I.E. = ii :'• .•'%.•''? 2'0" ;. 20" 4• When an I A OWTS requires a vent FLOW 5'0" / q , the unit shall be vented to the roof of the residence being served. Vent pipes shall extend a MIN. 4" DIA. SANITARY PIPE PVC WASTE UNE _ _ >- >- >- `• ` ` SDR 35 LINE SDR NE minimum of 6 inches above the roofline and the top of the vent shall have a minimum horizontal separation of 12 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 may be piped to the exterior I I a E�• =1111 2'0" [6]LEACHING GALLEYS 2,0" side of the residence and terminate a minimum of 18 inches above grade. These vent pipes shall be located a minimum of 3 feet from I I I " `Alli (2' DEEP) an window or doorway and must terminate with a carbon filter device. All vent pipes must have a minimum diameter of 2 inches. 3-0 �(90, Y Y PP PROPOSED GROUND WATER � ;1- ,� EL. 1.0' 7,HYDRO-AC11CN ��u' 11i� �, p1J� I�jf N Q5. Garbage grinders shall not be permitted when an I/A OWTS is utilized as means of sewage disposal. In addition, water softeners AN--400 I/A HIGHEST RECORDED GROUNDWATER I. III I IIIILIIII �iiFlll_ Q�� shall not discharge into an IIA OWTS. BACKFILL MATERIAL TO BE CLEAN SAND & GRAVEL �C, � 0 .� WELL +150 FROM 6• Install I/A OWTS tanks according to manufacturer?s recommendations. All applicable recommendations provided by the W HYDRO-ACTION AN400 DETAIL LEACHING GALLEY DETAIL 7 PROPOSED 4 manufacturer shall be implemented SANITARYO' 7. The I/A OWTS tank shall be installed at level in all directions (with a maximum tolerance in any direction of +/ one quarter inch) n Z SAN I TA R Y SEPTIC SYSTEM PROFILE on a minimum 3-inch thick bed of properly leveled and compacted sand (free from rocks) or pea grave L_L 0 ^ C N .T. 8. The top of the I/A OWTS tank shall not be located greater than 2.5 feet or less than one foot below final grade. m �- S . ,9CONCRETE Iii Q I []:� Z COLLAR 24' STOPPER PPER END 7604 VO C TRENCH Electrical Requirements W DPAIN ^ 1. Control Panels �/ / \` 0 Cl •/�1„/ a. All wiring and equipment are to be installed by the electrical contractor in accordance with the rn O RISER & COVER N l2� National Electric Code (NEC) and local codes. I I 6 << �F�r .7 ��n O b• The control panel box must be placed outside on a suitable pedestal near the structure that it serves. Ln FIBER JOINT O� 1O ^ ticF b'' Q 2 O Alternatively, the panel box may be mounted on an outside wall of the structure (preferable a utility PACKING �Lp co- 77 Q'% FOG 1�1' room, and nota living space). �0� ge ?�' P F FA The control panel shall be placed at a comfortable height for access. LLI Cl SEWER P/PES n C o4�, ° 4 °t-F d. The panel shall meet National Electrical Manufacturers Association (NEMA) 4X specifications. (TYPICAL) 9J 2�� Fe G n G n Rye �r e. The conduit must have appropriate seals to prevent gases and moisture from reaching PVC PIPE D3034 �`� �0� e n a \ o RFs ���`� f the control panel orjunction boxes. C/ 3d� SDR 35 Each system shall be equipped with a functioning warning system which will activate audible °� �� and visual alarms hat can be readily seen and heard by the occupants of the building served. BEND To sEPnc 2. Pumps, Blowers, Level Sensors, and Controls FROM DWELLING TANKS �.\ a. The electrical junction box serving the pump motor and floats must be watertight and �rFsr located outside the I/AOWTS tank chamber. yo b The Department shall observe the um system operate through a normal operating cycle. C.I. 60° PVC WYE G TO PVC 0 -y <F P pump Ys P 9 P 9 Y HOUSE ADAPTOR 133,7' 0 3.9 �_ _ Ao,ry c• Inspection for leakage of the force main fittings will be made during the pump test procedure. / 66 o, / V- 9' p� APPROXIMATE / ��\ 3 CLEAN OUT DETAIL LOCATION OF rQ s oNHw� Ry ,3 ,�s, F General Notes SANITARY SYSTEM tk, N .T•S. %3 �oa' N 249 o�oFc a 1. LOT AREA: 16,350 S.F. OR 0.38 ACRES PROPERTY LINE �y X95 2na 72, DW n O 2. SCTM#1000-027.0-04.0-07.00 R z� F Sod/�ec� 00R ,� / 3. BOUNDARY AND TOPOGRAPHIC INFORMATION FROM A SURVEY BY Nathan Corwin Surveyor. LAST DATED 02/19/2016 0A/0 ROELEVATIONS REFERENCED TO THE NAVD 88 DATUM. IrF< M ' 'b- 4 4, 0 ►� D ° 820 �So z° / F4. ALL MATERIALS AND METHODS OF CONSTRUCTION SHALL CONFORM TO THE STANDARDS AND SPECIFICATIONS OF THE TOWN ess F 2° moo / O EX OF SOUTHOLD AND THE SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES AS REQUIRED ° � ELEC. 0 1pOoo h `� / �� 5. THE CONTRACTOR SHALL FIELD VERIFY THE LOCATION AND DEPTH OF ALL UTILITIES PRIOR TO THE COMMENCEMENT OF WORK. PANEL �S ROS as O°p°S �3 5 y� f, � b// QP CONFORMED THE A TOR ISINGL IS N TALL HE F UBDSURFACE INFORMATION SHOWN ON THESE PLANS IS CONCEPTUAL AND MUST BE 'j° T� � '�$"+ qba / 4 s 6. A MINIMUM SEPARATION OF TEN (10 FEET HORIZONTAL AND EIGHTEEN INCHES VERTICAL IS TO BE MAINTAINED BETWEEN YS COC �O�aR 0�p +s. 6 ti oS' 30• WATER LINES, STORM DRAINAGE AND OR SANITARY LINES OR STRUCTURES. .� 46 Q W 20 AMP BREAKER ysT��/O� O / 4 �° O 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SECURING ALL NECESSARY PERMITS BEFORE COMMENCING WORK. EXTERIOR RATED REMOTE PLC CONTROL PANEL ` 8. ALL UNSUITABLE MATERIAL AND DEBRIS SHALL BE DISPOSED OF IN ACCORDANCE WITH TOWN, COUNTY, STATE AND FEDERAL JUNC77ON BOX BELOW I W/ HP80 COMPRESSOR LAWS. CODES AND ORDINANCES. CONTRACTOR SHALL BE RESPONSIBLE FOR DISPOSING OFF ALL UNSUITABLE MATERIALS OFF Z GRADE IN ° 673> SPRINKLER BOX SITE. DEBRIS SHALL NOT BE BURIED ON THE SITE. sF FC� / s �P �' PUMP AND REMOVE ° & y 36'X 36'X 9. ALL PRECAST STRUCTURES SHALL BE APPROVED BY THE COUNTY AND COMPLY WITH THEIR REGULATIONS. W 6' 12 AWG OF WIRE WITH 6X6 10/10 WIRE O �/� 2/ o� L 10• ALL PRECAST STRUCTURES SHALL BE MANUFACTURED WITH 4000 PSI 28 DAY STRENGTH CONCRETE. W D/REXT BURIAL I by Ro /a,, �� o�� '` - CONTROL PANEL & AIR PUMP ELEVATION Obi ee4ss M q a IVA- / a '0' n Qe 11. SANITARY PIPE TO BE SDR-35 PVC OR AS SPECIFIED ON PLANS Z O IPI CD O� s" %rti D 0%q °ti \ / 6�5, / 12. DURING CONSTRUCTION, EROSION AND SEDIMENT CONTROL MEASURES TO BE UTILIZED AS NECESSARY TO PREVENT THE �- Ln -PLC CONTROL PANEL N'T•S• R res so sTF°o° 1 / 4�Zv TRANSPORT OF SEDIMENT TO OFF SITE AREAS, PONDS, DRAINAGE INLETS. THE METHODS AND MATERIALS EMPLOYED IN W/HP80 COMPRESSOR AIR PUMP °Cks eea.2s TEps s / THE INSTALLATION AND MAINTENANCE OF EROSION CONTROL MEASURES SHALL CONFORM TO THE NEW YORK GUIDELINES = Z FOR EROSION AND SEDIMENT CONTROL. W 0 N 5 ti N ROCkS \ / CO 13. ALL BACKFILL SHALL BE SELECT GRANULAR MATERIAL COMPACTED TO 95% MAXIMUM DENSITY AT THE OPTIMUM MOISTURE (� CONTENT AS DETERMINED BY STANDARD PROCTOR TEST. l/( �J Q ELECTRIC RISER DIAGRAM eeTe65 v Fs,<r G��RORq< Z 4 $ sa ° w � N .T.S. TEST HOLE DATA ° 'V 690 RI NG HIGNw TER MARK °OOeU<KyFgo O/� V 44�, 7-/, i m v J �- McD003LD0 2018/ENCE ,Y-OA/ Te6 °��5� �° SANITARY SYSTEM DESIGN 4 , ...a �,, z Ld TOP OF BORING 6� ^ �o¢ � ` t„ /f n L Llb ALJ Q �� � 4 BEDROOM HOUSE ° AUG 2019 LJ IWC 0 0 B 3.5 0 S8 e MIXED SAND & LOAM OR/ N 83°27�081I w '�z � m EN ,a LIE �,o � 3788 - __ - ' ��a� AN - 400 AN - 440 GPD " '� GREYISH BROWN CLAY (CH) R 40o 0 Bp o R Z. 0 . 3.0' ���zoo ( 6 ) - LEACHING GALLEYS 2 DEEP '• •• BROWN CLAYEY SAND (SC) o�oJ� • ��o� ( 3 ) - EXSPANSION GALLEYS 2 DEEP M1e 31 WATER ENCOUNTERED oo�o EMOTE PLC CONTROL PANEL WATER IN BROWN CLAYEY SAND SCALE : 1 �� 6 = -F- X I S T N G CONTOUR NP80 COMPRESSOR POLYLOK L- \1 C LOCKING COVER `t A'0" PULYLOK r� PROPOSED CONTOUR R L°"°"G D�R��A. WATER IN PALE BROWN FINE TO COARSE SAND AREA 16 3 5 0 S F 1 . � 6 � E = EXPANSION GALLEY - 2' DEEP C(/+p.co �e�j n D DG = DRAINAGE GALLEY - 2 DEEP 64 'It TOP WALL m _ Fes" • 311 ?" Y EL. 6.5' - f2�fi DW DRYWELL 8 - DIA X 2 DEEP -� # 5 REBAR 0 18" 0.C. (horiz.) y= _ _ q : �' DRAWN BY: JF/LY 6010 --� V -.1 r ARIES 5 REBAR INFORMATION ON THIS SITE PLAN <' FEBRUARY 12 2019 O (vert.) GRADE VARIES DRAINAGE CALCULATIONS TAKEN FROM A SURVEY BY: s BILL OF MATERIALS NATHAN TAFT CORWIN III 48" # 5 DOWELI I_-111`II_,Ilk ,;VIII_,=1i I- ITEM P'N DESCRIPTION QTY: 10" WITH HOOK II° I DRAINAGE GALLEY 8.5' X 4.75' OUTSIDE DIMENSIONS LAND SURVEYOR HA-180053 AN400,245 NITROGEN REDUCTION COMPLETE 1 A 180052 TANK,PRE/PUMP 400 1 7'-10" X 4'-1 " INSIDE DIMENSIONS SCALE: AS NOTED B 130002 KIT,SNG 2 TANK CONNECTING STANDARD 4 KE - PSI _ .la_.__.j.tl.{.�.�..I�.l.�l. l� N CONCRETE TO BE 3000 D 100110P AN400SSEM LYRE-CIRC COMPLETE COMPLETE i -;'- ,,,,.- - ... .._. _ -- ./11:.�fI --. -- ..:� - � ; I° 2-STEEL TO BE 60 KSI 64 C.F. CONTAINMENT PER 2' DEEP GALLEY (DG) ��` Y 1I i i t'. �« .3 3-ENGINEER TO CERTIFY THE FINAL E EC50-30-1:80-PLC OPS,EC50.30-L-80-PLC 1 ......... - - -- - - CONSTUCTION OF RETAINING WALL AS FEMA MAP # 3 610 3 C 0 0 6 8 H - REQUIRED HEALTH DEPT. �m," � ° 1O � " � ENGINEER TO TO BE CALLED TO INSPECT THE S , REINFORCING BEFORE PLACEMENT OF CONCRETE HOUSE = 1350 S F = 225 C F USE (3) DW 8, SEPTEMBER 25, 2009 DIA X SHEET NO: 48' # 5 REBAR 0 8" EACH WAY IN FOOTING 2' DEEP=2 5 3 CIF DRIVEWAY = 20' X 18'=360 SF=60 CF USE (1 ) DG S CTM # 1000 - 27 - 04 - 07 AN400 245 NITROGEN REDUCTION SYSTEM COMPLETE OM.II.N,.OMYI. P O L-Y L O K LOCKING COVER DETAIL_ ' 11PPROVm.Y. SIOMTUNE MTC m. PART C SEPTIC SYSTEM RETAINING WALL 450 HARBOR ROAD hydra ctiolf G HA-180053 N . T . .J AN-400 =440 GPD N .T.S. ORIENT , N.Y.