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HomeMy WebLinkAbout1000-8.-2-41 OFFICE LOCATION: tqf SU(/jyo MAILING ADDRESS: Town Hall Annex ,`O l0 P.O. Box 1179 54375 State Route 25 Southold, NY 11971 (cor. Main Rd. &Youngs Ave.) Telephone: 631 765-1938 Southold, NY 11971 �yCOUNTi,� LOCAL WATERFRONT REVITALIZATION PROGRAM TOWN OF SOUTHOLD MEMORANDUM To. Glenn Goldsmith, President Town of Southold Board of Trustees From: Mark Terry, Assistant Town Planning Director LWRP Coordinator Date: July 7, 2021 Re: Local Waterfront Coastal Consistency Review for ANTHONY IENNA SCTM# 1000-78-2-41 Sean O'Neill on behalf of ANTHONY IENNA requests a Wetland Permit to abandon and remove existing sanitary system and install a new I/A OWTS system; and relocate existing shed from west to east side of property. Located: 2400 Glenn Road, Southold. SCTM# 1000-78-2-41 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. 1. Consider relocating the leaching galley to the front yard at higher elevation and closer to ' Glenn Road. This would increase the setback to the wetland. 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 CIVE Town of Southold JUL 0 12021 I,YMP CONSISTENCY ASSESSMENT FORM Southold Town Planning Board A. INSTRUCTIONS 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. as4q, its sirg ficarit beneficiahand adverse,effetliuyan the coasf4-&eaLwhichJnc1udes all of Sodth6ld-Tci yfi)� 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 answer`must.be explained'-in deiail,listing-both sup�aox4tln�:and rt�t�-., .sunyortin&facts. If an action cannot be certified as consistent with the LWRP policy standards and conditions,ifsllaft not be urideftakeri. 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# 1 000 = 780002000r 41 000 PROJECT NAME 2400 Glenn Road, Southold, NY 11971 Septic Upgrade 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 Q construction,planning activity, agency regulation,land transaction) ❑ (b) Financial assistance(e.g. grant,loan,subsidy) (c) Permit,approval,license,certification: o Nature and extent of action: To abandon the existing sanitary system by pumping the system clean, by removing the slCs_tem and by backfilling with clean, compatible sand, in accordance with Suffolk County Department of Health Services requirements, located approximate y 100 Fit rom wetlands to the south, and to install a new innovative/alternative on site P Location of action: 2400 Glenn Road, Southold, NY 11971, 100 ft from wetlands to the south Site acreage: -61 total property Present land use: residence Present zoning classification: 210 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: Anthony lenna _ (b) Mailing address: PO Box 1375, Southampton, NY 11969 (c) Telephone number: Area Code( } 631-268-4434 (d) Application number,if any: l`T Will the action be directly undertaken,require funding,or approval by a state or federal agency? Yes Fx-1 No Q If yes,which state or federal,agency'?;SCDHSand NYDEC . 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,snakes beneficial use of a coastal location, and minimizes adverse effects of development. See LWRP Section VIII—Policies; Page 2 for evaluation criteria. X❑Yes ❑ No ❑ Not Applicable An i/a owts will reduce nitrogen pollution which leads to beneficial use of coastal location and helps minimize adverse effects of development. 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 R Not Applicable Attach additional sheets if necessary Policy 3. Enhance visual quality and protect scenic resources throughout the Town of Southold. See LWRP Section III—Policies Pages 6 through 7 for evaluation criteria 0 Yes ❑ No ❑ Not Applicable An i/a owts will reduce nitrogen pollution that currently threats scenic resources. 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 S through 16 for evaluation criteria 3 0 Yes ❑ No a 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 0 Yes [:] No ❑Not Applicable An i/a owts will reduce nitrogen pollution, which improves water quality. 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. ® D C] Yes No Not Applicable Nitrogen pollution is the leading threat to our ecosystems and leading cause of fish kills.An i/a owts reduces nitrogen. 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 r] No Q Not Applicable Attach additional sheets if necessary Policy S. 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. RX X 1 Yes '❑ No ❑ Not Applicable An i/a owts will directly reduce environmental degradation from solid waste. 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. n(� ❑ Ye�---1 No FAI Not Applicable Attach additional sheets if necessary WORKING COAST POLICIES Policy 10. Protect Southold's water-dependent uses and promote siting of new water-dependent uses in suitable locations. See LWRP Section III•—Policies; Pages 47 through 56 for evaluation criteria. ❑ Yes ❑ No Z Not Applicable An i/a owts will reduce nitrogen pollution, which improves water quality. 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. '0 Yes ❑ No El Not Applicable K Nitrogen pollution is the leading threat to our ecosystems and leading cause'offish kills.An i/a owts reduces nitrogen. 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. 0 Yes ❑ No❑ Not Applicable Attach additional sheets if necessary Policy 13. Promote appropriate use and development of energy and mineral resources. See LWRP Section III—Policies; Pages 65 through 68 for evaluation criteria. ❑ Yes ❑ No © Not Applicable Sean O'Neill President, Bridgewater Environmental PREPARED BY TITLE (Acting Agent) DATE 5/24/21 Glenn Goldsmith,President ! Town Hall Annex zk' 54375 Route 25 A.Nicholas Krupski,Vice President '` John M.Bredeme er III „ > P.O. Box 1179 Y Southold,New York 11971 Michael J.Domino ba;.. .�,__. Telephone 631 765-1892 Greg Williams � ._ Fax(631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD p OTHER STATE AGENCIES YOU MIGHT HAVE TO APPLY TO N.Y.S. Dept. of Environmental Conservation (DEC) SUNY at Stony Brook 50 Circle Road Stony Brook, NY 11790-3409 (631) 444-0355 ; Wednesday & Friday only during the hours of 8:30a.m. — Noon & 1 p.m. —3p.m. Email: r:1,depggw:dec.sta#e.ny.us, Suffolk County Dept. of Health Services Office of Wastewater Management 360 Yaphank Avenue, Suite 2C Yaphank, NY 11980 (631) 852-5700 Email:`WWMtc suffolkco6rityriy:cjov, U.S. Army Corps. of Engineers, N.Y. District Attn: Regulatory Branch 26 Federal Plaza, Room 1937 .' New York, NY 10278-0090 (917) 790-8511 Website for applications & helpful information: httpahrvww.nan,.usace.army.miUMissions/Regulatory.as2x N.Y.S. Department of State Division of Coastal Resources Consistency Review Unit One Commerce Plaza 99 Washington Ave, Suite 1010 Albany, NY 12231-00001 (518) 474-6000 Website: www.nyswaterfronts.com THE EXISTENCE OF RIGHTS OF 'NAY r AND/OR EASEMENTS OF RECORD IF !' _ ANY, NOT SHOWN ARE NOT GUARANTEED reakrxe _ _ wa Wrw rater -- - - PWGC W��4e<>k'ea; � ie+Vep/107°-T°-G1-SS ,,,R�,IIW7841-32 EXIST. ABANDONED PRIVATE WELL ••°�_---- CLIENT DRIVEN SOLUTIONS g I e n n " `r _ P.W.GROSSER CONSULTING,INC. road N87 30 00 E .�.,�,�.. 103.00' EXIST. WATER LINEr SITE EXIST. GRAVEL Hix _ _ s(o.lon°r-6333.w-e,�l �1 I4°numlr.W.rmW6111 8� ]69 x vnom(wrl seasis�.Fm(w4)seaaros x 1.J5 TEST HOLE LOCATION E 31 INF0@PWGROSSEN.COM DRIVEWAY TO est Keel 2— 7 763� 774 16, 746 737 A19 698 678 EXIST. 2-STORY DWELLING W/ - - - - coNs�`T,wTs REMAIN0 x6" �r1a7e� °` 1s9 ��� x7a9 7.24 714x ale NO BASEMENT TO REMAIN PROP. CLEANOUT 790 736 794 x7� I>> F.F. EL. 9.00 '1 550'TO GRISSOM LN PROP.450 BEND — au 1137 + 73 732V BUILDING AREA: 3,800±SF -_ W/CLEANOUT 829 °` 799 1 75 ` 740 728 Oi 75 4z7 x avSry- 70; 121.88' PROP. FUJI CLEAN ►m rah 16415 d� iii ;,e 1x � VICINITY MAP 700 GAL. Y 9°d� i`el:. f - '844 768 x.� SCALE: 1" = 600' ° TREATMENT UNIT- 301 \\7z 77.8<7 M 7714 59 749 1 11111 MODEL CENT 6°w 7.67 xna x770 x782192 721 �j r 744 / 1 11 ICU 1 41 x 1 1 72 748, )50 SITE: 2400 GLENN ROAD PROP. 45° BEND ero 1Y x,48 x115 �„ ��� ;;�) x N o• � , �- <so' 9 715 LA SOUTHOLD,NY 11971 W/CLEANOUT . '- 1m a m O . —� 70 n<9 i 71 lee iii ,� O SCTM#: 1000-78-2-41 PROP. 24 POLYLOK �• 2 star ; DISTRIBUTION BOX '� S x �an C 12200 1 1 fh Q GROSS LOT AREA: 23,871.05 SQ.FT.(0.548 ACRES) ,°T frame rest ACs= I EXIST. SANITARY ° ', -1 /ren„ I 20� 7 / Q BUILDING CLASSIFICATION: SINGLE FAMILY RESIDENCE Q O`; _•. SYSTEM TO BE 7. 7a4 1 �r i lercx 6B6 L� 6.17 _ ,6i'_ \ /1 fL BUILDING AREA' 3,800±SF , ABANDONED AND 311 deck I „ x6°0 evdence10M REMOVED red,n� I �� ,ti ,��x�� °6<: �� 6� ,e pMr" EXIST. POOL TO - I m 3 � ca 63, ,_ x / � ^�x,01 ra-42 REMAIN , 1 :i /n/ 4 ,� � 1�' 7 L I PROP. 2' EFF. 1""`010 `63 `ro /c �/ o o Cos a o7° DEPTH LEACHING ` ti °a z °" �'664 masonry p°`�� q II° 2750 GLENN ROAD SINGLE FAMILY DWELLING u�b 092523 `✓' e °0 SCTM# 1000-78-2-42 SIX 6 BEDROOM-SINGLE FAMILY DWELLING=660 GPD �`•,�'�`-"" �' GALLEY m Wp 11070-]E-�-/°p z, t dw j _G\� ��In—ground b ( ) TYP OF 8 cfl N I �� b pool I , s� (IMPROVED W/PUBLIC WATER) ��FSS10 ( ) O c V d o o ' 660 6�' s" UA SYSTEM DESIGN 6471 47 \ _ a p x Il1121 -o-0- o-� n 1 REQUIRED: 6 BEDROOM=660 GPD MINIMUM p 611 fl a `6 `"`"" IenY 0 56C 02c PROPOSED: ONE(1)700 GALLON FUJI UNIT-MODEL CEN7 0 p W I'T�.' O O x 5 V 5'4 LOT ?.) PROP.50/a s ° x 53° x s°1 LOT 24 1 LEACHING GALLEY DESIGN EXPANSION AREA 664 °/ >.5-23 g� �/ r'/-�\1 REQUIRED: 400 SQ FT.OF SIDEWALL AREA Roc L 0 1 ! x 465 s�� 14 I l°6°rr PROPOSED 2'EFFECTIVE DEPTH LEACHING GALLEY HAS 53 SF PER UNIT LT C 4 IQie 400 SF/53 SF/UNIT=7.55 UNIT MIN.REQUIRED R4(G AS N(MD 2300 GLENN ROAD l \S 479 x 4_, G� I PROVIDE EIGHT(8)LEACHING GALLEYS W/2'EFF.DEPTH SCTM# 1000-78-2-40 ea, 9e'� . x 475 (IMPROVED W/PUBLIC WATER) « o, t 620 6 644 Y 53° 1 wetland flag 1 676 e21 W land flag 2 wetland flay-�� +�<t cc, 2400 GLENN ROAD Y 534 ,466 x<76 /C 1'E 551 `5-- 5 �%. wetland flag 4 — PROPOSED 4� dock wetland flag 5 1 1 1 4^ 4� ' BOX SANITARY SYSTEM 2400 GLENN ROAD SOUTHOLD,TOWN OF SOUTHOLD Q49 �4 0 SUFFOLK COUNTY,NEW YORK ,Gooax'41 high Water line . rCY 7 661 f`. p ® time of survey (� ('n) WEST l�Jr 11 U �y - Sic°ting � OVERALL �/V docs T CR EEK - �' SITE 117.86' MAY _ 4 2021 PLAN N85'02933"W 3 0 40 80 I Pard of Trus ee ; c_1 01 SURVEY: OVERALL SITE PLAN - - _ H SURVEY INFORMATION OBTAINED FROM JM LAND SCALE: 1"=40' _ F SURVEYING DATED FEBRUARY 26,2021 SCALE: 1"=40' ® BWE2103 pS 0� ^v 3.0'E PWGC 01 El. 7 CLIENT DRIVEN SOLUTIONS PROP. CLEANOUT LOAM (SM) P.W.GROSSER CONSULTING,INC. x 0.3 6.7 WOJ"Mson Annu"..9WM7 LOAMY SAND W/ vn"n"tRehemw.NY:'c'n"j4618 nems porchsGRAVEL (SM) �m � electrifi .1' El. s.s Ei111NiO�VWOROSSERCOB MIXED SAND W/ CONSULTANTS deer 43 0' ' 1::� 19 7' GRAVEL (SP) El. x fence \ 71 PROP. FUJI BLOWER s'o• WATER IN MIXED ; o x x \ \ ],O' \\ I SAND W/ GRAVEL PROP.45 BEND W/ CLEANOUT x gas\\ —j C t C'rt2.o' (SP) EI. -5 10.0' V t GROUNDWATER ENCOUNTERED PROP.FUJI CLEAN PROP.FUJI /;� 10' MI a �� ` I 6.0' BELOW GRADE AIR LINE f r a m e .� l e n c`' ;2 a lis CONTROL PANEL PROP.ELECTRIC LINE i.0L x - TEST HOLE DATA N �., uol heater 2/6/21 PROP. 2"0 VENT LINE �� � o \ � 4 � 20 5 \\\ � � SHAWN M. 13ARRON, M.S. W/CARBON FILTER _ I> PROP. 450 BEND PROP. FUJI CLEAN 700 fPnc,End ;�� �� gravel V i6 2' o �� �', W/CLEANOUT none GAL. TREATMENT UNIT- 3. / deck I I walk residence MODEL CEN7 red flag t 2 •4' ��� I �f `� uses public water (D%,C.1/1/ PROP. 24" POLYLOK fl 18.3' 10' IN � 8 MIN steps � � Tax Map >f�1000-78-02-42 DISTRIBUTION BOX fence steps 6 ✓ 3.4'E chain link fence ,( — ❑ �a 8.3' 22.3' w Oar OSI e I I m a s o n r y p l r. EXIST. POOL TO REMAIN t m � residence shed car J p wo c l frame ler . m In wall uses public wot 3 5'E retain Tax Plop #1000-78-02-40 i o 5.2' O-t--0, s n— g r o u n d ` '�,, 0925 », pRn P:I=CSSC) l.SbI IN 2' \G' b / P 00�� � I ' � � Q I x _ PROP. 2' EFF. DEPTH 1 20� MIN° 0 0 � fence car. LEACHING GALLEY (TYP OF 8) } 4' chain link fence G Q•2 E GENERAL NOTES- LT �� 02-163021 co 0 0 6 1. ALL PROPOSED PIPING TO BE 4"0 SDR-35,EXCEPT WHERE INDICATED. B%G A%NOTED PROP. 50% 2 ALL ELEVATIONS ARE IN NAVD88 EXPANSION AREA 10 Q7 1 3 NO PROPOSED OR EXISTING STORM DRAINS WITHIN 10'OF THE V❑ T ; PROPOSED SANITARY SYSTEM. _ , 0 Q \J I 4. THERE ARE NO WELLS WITHIN 150'OF PROPOSED SANITARY SYSTEM. 2400 GLENN ROAD 'LOT ((^^ ❑ 1 5 NO GAS SERVICE PRESENT ON SITE. �J �O I 5��5�_'l �� I PROPOSED SANITARY SYSTEM o O. 50 1 BOX k., 2400 GLENN ROAD TI{ SOUTHOLD,TOWN OF SOUTHOLD 4 11.4 O SUFFOLK COUNTY,NEW YORK 15' MIN \ �S G� e..m 1oou,w�1 e` m MEMO �\fence end (' �1/] (T; U L� .� frame 0 9'E _- 111F I 1 PARTIAL F \ �o SITE q retain wall / AY m 4 2021PLAN " 5 � i r'oufho1d!To �w W"' C 102 �s 0 20 40 - Board!of.Trr_� es: PARTIAL SITE PLAN za SCALE: 1"=20' SCALE: 1" =20' w qs BWE2103 p'v L_ Ao I�: d 01 Z DISTRIBUTION BOX TO BE EQUIPPED W/ m SCUM DAF B CHA4IBFR Volume(all GRADE EL 7 0± T Sed,mentamon Chamber 397 SAFETY GRATE 4'DUCTILE IRON z-11 zt' I` z.1 Amicrobic FIItmilon Chamber 396 PIPE THROUGH / I Clan C(AOWCI FIIITal10m(TLTmbCr 9D PWGC FOUNDATION Dwnfecnor Chombcr 9D WALL � ECIRwwTioN I 22.45"�a GRADE EL 66 ® NR LST PUctP Dum(rcuon Cllamba 6 � ,01AhsEcrloN Total VOlumr 1069 "' CL I CYLIADER(OPTIONALt PROVIDERISERSTO CLIENT DRIVEN SOLUTIONS INV.5.96 16 10" GRADE AS NECESSARY SANITARY LINE °•INLET P1° 'ourLaamE SPECIFICATIONS P.W.GROSSER CONSULTING,INC. a Amicrobic Media PP PE OUTLET DodPVCBR)Johnson Ar"nuo.$.t"7 �}--^L 4 -— !A A.mb Type Acmblc MnIIa IT//PP/PE 13.91" 4'DUCTILE IRON PIPE Pho q 10N1.11I.Na.W1(0a1)6BBa703 � Acmbm hl Tim I'P/PC BohemM.In.1fl103678 BlowTcr 75c(m INV 506 E+WI.INFO@PWOROSSERFOM NRIFT PUMPTaR1C FRP (OUTLETS TO BE EQUIPPED CONSULTANTS INLET WFL ® PI In PVC(PP i PE WTTH ENDCAP LEVELING Ace,-,Cot cm PlDsucICast Iron 4"DUCTILE IRON PIPE DEVICE) Disinfectant(0 bowl) ChlonncTablcz INV.5.22 7-1?VENTILATION PIPE LON(l4FFlE I NR INTAKERECIRCJLATICN (CLEANING OPENIVG) R FLOW OPENING(TYP, PLAN VIEW POLYLOK DISTRIBUTION BOX SCALE.NTS PROP. CLEANOUT ISIATECTION f°•MANHOLE Wf ORENCO RISER SCALE:NTS I V MANHOLE Wt OaEN;O 7i'LMNHpIE Wf ORENCO CYLINDER(OPTWNAL)CEAAD SAFETY GRATE AND SAFETY GRATE ANO SAFETY GRATE\ D RISERSAS NECESSARY 1 OW OPENING 1 tt] Ila I(I � TVPE 4'DIA.DUCTILE IRON PIPE CONCRETE COVER FflCONTACT MEDIA SLOPED @ 190 MIN, HS 20 RATED 4"0 DUCTILE 4"0 DUCTILE IRON PIPE © IRON PIPE GRADE 65 t INV.5 59' INV.5.42' OC110.11710N 1 Nx , R UFT INLET \° 61 _Y BACKFILLWITH IT m ® caj INV 500 CLEAN SAND&GRAVEL s t• a r A.V SEE NOTES FOR : ® _(-_` 2 ' 8 ' CROSS-OVER PIPE ® © CLEARANCES „H MM VIM� ' a - KNOCKOUT,USE 4'DIA O SDR 35 PVC OR 1 ROBIC UEDA BOTTOM EL 3 00 \x EQUIVALENT PIPE f RATION ASSEMBLY 2'MINIi-,: "•4; TO GROUNDWATER : r h ��l y BOTTOM EL 050 _ 17777 SECTION A-A VIEW HIGHEST EXPECTED GROUNDWATER ELEVATION IO' SECTION B-B VIEW (CONFIRMED PER USGS DEPTH TO GROUNDWATER VIEWER) >✓ GROUNDWATER ELEV.1.0'± 09252 , LEACHING GALLEY DETAIL q�'OFEss�o�ij' 700 GALLON FUJI CLEAN TREATMENT SCALE.NTS —� SYSTEM - MODEL CEN 5 N SLABS,DOMES,COVERS TO BE PRECAST REINFORCED CONCRETE,TRAFFIC BEARING AASHTO HS-20 LOADING ' SCALE:NOT TO SCALE 2 DESIGN CONCRETE COMPRESSIVE STRENGTH=4,000 PSI AT 28 DAYS ; 3 OPENINGS TO BE 24 INCH MINIMUM WITH WATERTIGHT AND INSECT-PROOF LOCKING CAST IRON COVER 4 PRECAST CHIMNEYS SHALL BE UTILIZED TO BRING COVERS WITHIN 6'OF GRADE 5 SPACING OF LEACHING GALLEYS SHALL BE 4'BETWEEN ROWS AND 2'BETWEEN GALLEYS,AS PER SCDHS REQUIREMENTS —�— 6 LEACHING GALLEYS TO BE MANUFACTURED BY LONG ISLAND PRECAST OR PELKOWSKI PRECAST CORPORATION, Lr 0.1-1&2021 AS APPROVED BYSCDHS RAG ASN(TTED :0 7C0 2400 GLENN ROAD 14 i• [il Tvm] PROPOSED APPROVALSCDHS ' , SLEVELING WEIR PfiL A;(FPTS SHAPE SANITARY SYSTEM ,35i [t to m7 LexTCWEa ru[•N: .+.xr.= ]T;ne] N=_in ern�R oiat rn s•icc ^��• NMT, P;RTM1O>llr 2400 GLENN ROAD RIBS THAT PROVIDE SOUTHOLD,TOWN OF SOUTHOLD FRICTION FOR ALL SUFFOLK COUNTY,NEW YORK FITTED 1•0 PIPE ID cu•arrs roi i P.PE It SOLS) 1000.7R.:-4I R411.:103 O rN USE.:.f ...v GEAR AND RACK rwT a AT)I PROVIDES POSITIVE ONE MID Is Id+ TIME LEVELING PCLYLOi EOUALIZFA YnILF ltFaEOx rMAE EAl FURLEDPOtlPROPrlENE � � � SITE ART �y7 . . :vr�w � U 15 ° w C`JTarca DETAILS g5 ICLaa.a BrrttEWas�i CPCT_ S PAq•no u+7CS r"ttE r•DEsc�E ¢¢HH 3T•):J )tQC 150E+KAE } W "S mrm rr ERA,fLiYP1A'P,.EIS _�a a^fi AMAY _ 4 2021 3 END CAP LEVELING DEVICE DETAIL 24” POLYLOCK DISTRIBUTION BOX DETAIL ` �IlXhold Town C-103 f SCALE NTS SCALE:NJ S nF „1 TrusYees •- �= - _ 3 4 � ® BWE2103 2a QrcL" AlarmGrcultBreaker , - `Carbon Filters Breaker Float Switch,Pressure Switch, Test/Normal/ Air Blower Test/Normal/Silence Switch Silence Switch Riser Safety Grate Circuit Breaker f Applications General (Extra component if r Applications General Imo° CaDon aocegad R U°`ao�"¢�s°p sc a' 1,MrreCDD'&r ,Rblr to �srorRap�s fr.carte lte PWGC Alarm Beacon �0Nrol�vtva "'c'lrrfc3n'Srcn°•uoto�"'m''ar='cmac`mcx»a'p" necessary,such as r' O4enco s non-mioa"Ig pogrmWene nsw sar"firates test insefe Otercv�rcer safety pfales - p—='l, age G3rbm1 nlaomw n6pcerrr W+e be b=N cn I-.mi me ano a an access neer m hey pleveni people In tools nun Wing Lata Cie j sb'90 o 0113 Wing samobod by rir¢Cartxn rmhwr P' discharge pump) "9 •Are easy to insw ane rata,5 xtsav�v E? ^/: 1, cps.m,nv d n ys.a n wsm e,om available uluoponngtlbyareslselnfdinsnoollAaaRU'.Pamat.oc', •a�,rsnxe� ro�filtersofothermmpmentsanthe {' i;t_ CLIENT DRIVEN SOLUTIONS "I"- -- --_- --- - = -- --_-- __--- --- ==�) Ifo Fro`ari eificrent users grata hxlbi the rtclr to clean and Iwsn mem aft Ii-��" i' Standard Models l®7 C bc. I P.W.GROSSER CONSULTING,INC. - t _� �' •Prevent sea txtW;p When In9alIW m me hinam N a laNT box �,f^n e CF10:4(76 y •Fit rtlost bra11W of rMN PX profile lige moi.'•`; Pressure Switch ❑ aTa ! 630Jenr.aaAron•..swm7 • Ate made 01 rXNY,¢rOdiRg p0lypfOp}4'119. '," ��/j�� 9eMmle.NY.71T16S619 b gate masn ddtvf Scr�silvc I%f;" 1�, Product Code Diagram Ph.0ne(63f)589.6.n53.F•4(631)58941705 &SEf sale 02B Standard Models-�-t CF Ewnall INFO.�PWGR038ERCON --p-- CONSULTANTS T raem"w RG72.RGie RG21 RG24 Materials of Construction: Do Ren date PalmapAmro A Materials of Construction Sri¢ern , 1'. G, kn an CF41 Flm9bcl M, Terminal Blocks , 1'rz1 ) emm� wamevr„rmm�.aysmaaron Specifications B purr awc I' RG12 RG1B RG21 11024 fUl�p ,, Sawn Rtia tM,s:¢ci. OwrttC.�8nnd 1170 097J 17.50(44M 203015271 23 25 691) TriKkr s.n o'*nl 0561131 0501131 0.501137 050(131 sa¢nptai° I - WmpM,blk6) 0761031 174081 23[1% 304141 R-...•1i------- Specifications U2 CR rt6 lda�auo t,per 350(154; 3:0(1591 35011591 301151 Wiring Diagram M;24nsersaferyprare - -0 - Am4TM 54Irn s»n7f 9Q91 Horn f-far era.a>n*a 109954) 155 a94) IR514M 20045091-01 n1m 016 Oar.-4 11—I.RejRn4cme •0 re54r t715iw Ieri1465 ,� •6mer491 Sae,0' bmi*Wm•['/er:rr,aam=m n+axr.q Cbi Mab tUOt$ 1 13811 3Va1873) 0.6,Mag 3444990; 4M(4141' 051410. W_resp[ta 607 "foAf 16017 9D(7,771 I � ( HS raacP,�Zr..KL O Id 0 t4 p t. ' I - {�• rcas-rn,r,-,m rtcn.•r��rm."....,.,rosa - I E L'V Watertights IneomingAi, �` ax6rrarnuum•rsa.) rzsacrWVf-rsraep � i/1 4 LC�tI Neutral Block Grounding Block CARBON FILTER DETAIL =' = ` ; . ` '” Pressure Tubing rl) iU I� Pzy:rymcesu sae nas3ab P'au rrvree^,.31.mcr xec4sradancn f , '' carom ul� ra rrmavocvw44rmv..nara�cr r+ ssr SCALE:N.T.S. I ) FUJI CLEAN CONTROL PANEL DETAIL INCOMING SERVICE, SCALE N.T.S. 1000 10, 120!240 VOLTS RISER SAFETY GRATE DETAIL s ` 09252 `• NEW 20 AMP,1 POLE BREAKER `� SCALE.NTS 120 VOLT,10 SERVICE TO UTILITY -e,v_JFF_SS\O FUJI CONTROL PANEL 2#12,#12 GRD IN 1"PVC CONDUIT 0 Specifications CIRCUIT METER tel model meeagnn emragaII MACH 11 FUJI BREAKER I Air F1.0r votes. P — 2.1 1, sea — —, — FUJI MAC CONTROL PANEL '•�� ••a L/Alo — 100RII • • Norwl Pressure PSI — 2.2 — 2.2 — 2.a BLOWER PANEL air ePd —15 —is —to— m Rated Voltage V AC120 NOTE- LT 0:-16-2021 Frequency N: 60 EX GROUND ROD 1) BURIED ELECTRICAL POWER au: a AS NOTED • Pant Co"O.t10a or sT al T+ — CONDUITS SHALL BE A MINIMUM Weight tee, npgoc.ti Appra:.n Mrrdc.n 24 INCHES BELOW GRADE. to 1lgprai.ei Mprot.eI Approx. r` Outlet PI Po D-19EIe lnah r 2) ALL ELECTRICAL WORK TO BE P._, rd egg h Inch 1;2; PERFORMED IN ACCORDANCE 0L f 11 of ori toaster I japan ELECTRICAL ONE LINE DIAGRAM Country or orialn Japan WITH NEC 2400 GLENN ROAD • • suttR411.2/Wodems a tmlet'" Mt.r' AC120V 60HZ SCALE:N T S. InUll•lover n ln./u•.0116 hoc.E•sar.•uuoc uull•tl.. PROPOSED eu rrnrat.n1n1 hurt.fail. MAC100RI] _ Ambient BB'F 1 luuio•fid areae manes.1r ssltrr ncs nett mos over SANITARY SYSTEM !213th nester/ma 9111!4 nrocsrst nn•nrr 5.0 ' , 1 1Y Wore.. i c l I i I j I IL _ IMtsr a tare re to Collor t triuer t0o s metals Sto fnetln.) 4 5 -- - , -- - - - -- --- -Pluu nn nn o t•tla ter metnctne hurl. 2400 GLENN ROAD 4 0 --i—t- - -�-----I--- ---1- - SOUTHOLD,TOWN OF SOUTHOLD m 3.5 —L�_T-i. __ _- _i-_ — SUFFOLK COUNTY,NEW YORK 3.0 �IM17R-241 �,•'••m RgE21LL1 25 a ° 20 �J1 �r U r5 ` ELECTRICAL p 1 5 D DETAILS 1 I d r• = T"wlaraTeam 10 ------ -•-- ---1- i--'---I— , - ! --- .�r._.. 1 1 1 r a,c caved paw I f 05 000.0 0.5 1.0 1.5 2.0 25 310 35410 415 50 MAY 2021 c Ail drarlpp saafisroroob In Inches(-). Pressure[PSI] "`e`•' Performance Curve f l - t�1esl« Towrt C-1041 T � • F� FUJI MAC100RII BLOWERS DETAIL 4 4 SCALE:N T S. BWE2103 f s