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HomeMy WebLinkAboutTR-10348A Glenn Goldsmith,President SO Town Hall Annex ® 54375 Route 25 A. Nicholas Krupski,Vice President �® 1® P.O. Box 1179 Eric Sepenoskit Southold,New York 11971 Liz Gillooly Telephone(631) 765-1892 Elizabeth Peeples • �® Fax(631) 765-6641 c®u��,� ' BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD CERTIFICATE OF COMPLIANCE # 2024C Date: April 19, 2023 THIS CERTIFIES that the existing circular staircase 4'6" radial with 18 steps; and existing outdoor shower 4'-5" x 6-10"; At 1355 Watersedge Way, Southold Suffolk County Tax Map#1000-88-5-69 Conforms to the application for a Trustees Permit heretofore filed in this office Dated March 16, 2023 pursuant to which Trustees Administrative Permit# 10348A Dated April 19, 2023,was issued and conforms to all the requirements and conditions of the applicable provisions of law. The project for which this certificate is being issued is for existing circular staircase 4'6" radial with 18 steps; and existing outdoor shower 4'-5" x 6'-10";. The certificate is issued to Peter Buinowski owner of the aforesaid property. Authorized Signature Glenn Goldsmith,President �Z� sou Town Hall Annex 54375 Route 25 A.Nicholas Krupski,Vice President ®�J ®�® P.O. Box 1179 Eric Sepenoski gOK2Southold,New York 11971 Liz Gillooly Telephone(631) 765-1892 Elizabeth Peeples ® �® Fax(631) 765-6641 C®UN�,� ' BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD Permit No.: 10348A Date of Receipt of Application: March 16, 2023 Applicant: Peter Bujnowski SCTM#: 1000-88-5-69 Project Location: 1355 Watersedge Way, Southold Date of Resolution/Issuance: April 19, 2023 Date of Expiration: April 19, 2025 Reviewed by: Elizabeth Peeples, Trustee Project Description: As-built circular staircase 4'6" radial, with 18 steps; and as-built outdoor shower 4'-5" x 6'-10". Findings: The project meets all the requirements for issuance of an Administrative Permit set forth in Chapter 275 of the Southold Town Code. The issuance of an Administrative Permit allows for the operations as indicated on the site plan prepared by Joseph M. Neitzel, RA, dated December 29, 2022, and stamped approved on April 19, 2023. Special Conditions: None Inspections: Final Inspection. If the proposed activities do not meet the requirements for issuance of an Administrative Permit set forth in Chapter 275 of the Southold Town Code, a Wetland Permit will be required. This is not a determination from any other agency. `L 4e Glenn Goldsmith, President Board of Trustees -- --- - SURVEY OF FI.onnNc - w000 oocK 1 JOCKEY LOT 0r7�CRE _ t F,K 17 ; ` k MAP OF PR OPER T Y OF ETAL I C . WELLS PHILLIPS S 89.47'40" E RAMP FILE No. 297 FILED NOVEMBER 6, 1909 SITUATE 58.Q FIXEDS • 2 TIE UNE ALON 8ARENi WOOD DOCK /52, `�'s E HIGHOCTOBER 211,, 2020 �/ • 1 s' S 0 U T H 0 LD 5 W WF 3 — wF#WF#5 -UWF#6 4. ALL ,moo TOWN OF S O U T H O L D ' -} — iY�� f SUFFOLK COUNTY, NEW YORK CONIC. BLOCK WgIL BW 3 � ` 2 WF#11� °� °S S.C. TAX No. 1000-70-05-42 0.5 W. W0.2 CE 6W16 \\\ I %l ?p?�fi y@CO^d�4S L Cd ff f ri 10lK`Tat�s wF#12� SCALE 1 =30 X14- - ' Bw,4 e��� I >��� WF#13 APRIL 30, 2009 TOP OF SLOPE � ear' l \� APRIL 17, 2015 UPDATE SURVEY CONIC. BLOC OCTOBER FENCE \ \\ 'kms/ s �� OCTOBER 21 , 2020 UPDATE SURVEY O.L. 15 ,s.s's IA; 1 0 � SEPTEMBER 28, 2022 UPDATE SURVEY 36.3 \ 16.(5 \ �� \� AREA = 47,904 sq. ft. 1E3 �, \ \ �`A W FENCE (TO TIE LINE) 1.100 ac. u Zoo \ 2 Gw CERTIFIED T0: \ mo �o�\ ��� DAVID AFFINITO ASC YNIT C= .6N) `�\ ow ALLISON AFFINITO m 79' WOOD \ 0 FIDELITY NATIONAL TITLE INSURANCE COMPANY 16— STEPS W F.FL 16.8 �I 8 JPMORGAN CHASE BANK, N.A. T n 15.8' 18.6' QOGRpVEI NOTE v s 3_ S: ,6.9 4.3'x- 1. ELEVATIONS ARE REFERENCED TO N.A.V.D. 1988 DATUM o t4' 2 � DIIAPIDA� EXISTING ELEVATIONS ARE SHOWN THUS: ROOD RCH UC111RE EXISTING CONTOUR LINES ARE SHOWN THUS: — — — — —5— Po — —— — lyyR GW / F.FL. - FIRST FLOOR WOOD G.FL. - GARAGE FLOOR WIRE WALK STEPS J0 B.W. - BOTTOM OF ALL 2. WELL LOCATIONS AS PER PROPERTY OWNER. UTILITY A; POLE -4 I Li 1.• • •• .A.• e�Q� — 11.9 cl I caw 4 + o� TEST HOLE "A -' • .A o 4 I WOODPUY SET CIF •; COCKADE • z - -14 FENCE �I " z _ °1 -A. Qj IRE WELL 150 FENCE O.L. ,4.2�dzY �m e , .4 GUY LL I & - - - • _ _ ' MAIC i E190 LE q w q N q O 16= / W W aol 3 •.'-• POLE (-Zi p V 4< riao zoZoil: EVECRC ��Et1 V C9 I t9 CSN V*.• TELECOMI '-UN. ' I �' \q6 C.5 Z u C9 J f 1 S_ G.FL.13 j +fGATE •.. A •.. ,� r�q -5 Z I33 I 1�3' 24.3' E < W g EDGING:a 3- z z J .w 1 p a f,a O�� O Z< I W PT10 �i J 3 I U .• 16. EN N 3 m f9-5 �� EN k4 �s h to Z d W 0 ` 4 4i V UTILITY 2 Z POLE r , 412 -j 0� J W Z I o g :4. � o li TEST HOLE DATA 6 (TEST HOLE DUG BY A1cDONALD GEOSCIENCE ON JUNE 8, 2022) I a IA C4 x DARK BROWN LOAM OL n 18. ` •. x 0.5' I a'. BROWN SILTY SAND SM I 4' i 17.9 • : PALE BROWN FINE TO COARSE SAND SW z I I I � I •' �•• o I 10.9' GROUND WATER IWATER IN I �ZW7 I PALE BROWN FINE TO COARSE SAND SW z I A#: 1� W O O .•a' LTY POLE W ICti I UL H5A W I 0 I K 3 ,• w. Z UTILITY POLE z UL #14A z 4 :.' iD fr I W LLJ . WELL INSIDE HOUSE 0 ► :A 3 0 1 ti► I o A... io I I 4 o POST& RNL CE N FENCE g_�•N. 0.4'1- I 6 OST& RAI FENCE • O FENCE 0.2W. STONE POST& M N. 0.5'N. RAIL FENCE 21 6 SLE 14• —r�ERHEAp WIRES �EiR' &-POST PREPARED IN ACCORDANCE WITH THE MINIMUM t • • • •4 • A' _ •�=Myl'— •— A_ UTILITY ETM 699.5"f STANDARDS FOR TITLE SURVEYS AS ESTABLISHED N 85.30'OO" W : • .. �eox �, RE— — — FOR SUCHBY THE ALS. AND USE BY THE NEWVYORKNSTATEOPTED LAND ' .' • .•t •• r .. � TITLE ASSOCIATION. _ • + " .. . 100.00 EDGE • • ;: j • A .. - OF PAVEMENT PIN ~ •• •. .� . • : • . a. .' •. : . E �.' NECK �•' ••�• ° . •• r ROA PUBLIC WATER IN STREET DWELLING = ' PUBLIC WATER t DWELLING . PUBLIC WATER II .I DWELLING •N.Y.S. Lim. No. 50467 PUBLIC WATER UNAUTHORIZED ALTERATION OR ADDITION Nathan Taft Corwin TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. Land Surveyor COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VAUD TRUE COPY. CERTIFICATIONS INDICATED HEREON SHALL RUN Successor To: Stanley J. Isaksen, Jr. L.S. ONLY TO THE PERSON FOR WHOM THE SURVEY Joseph A. Ingegno L.S. IS PREPARED, AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND Title Surveys — Subdivisions — Site Plans — Construction Layout LENDING INSTITUTION LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSTI- PHONE (631)727-2090 FOX (631)727-1727 TUTION. CERTIFICATIONS ARE NOT TRANSFERABLE. THE EXISTENCE OF RIGHT OF WAYS OMCES 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 SEPARATION DISTANCE REG2T115 1O S- - - - - \ PROPOSED 6 BEDROOM SANITARY SYS: \ W>#12 _ FOR SANITARY LEACHING 12- - - \ \ WFtl13 `" :°° •� �, ,',, ' STRUGTURE5 (RESIDENTIAL): EX.FLOATING (SYSTEM OVERSIZED PER CLIENT REQUEST) _ TIDAL WETLANDS BOUNDARY WOOD DOK 14 MINIMUM HORIZONTAL SEPARATION DISTANCES: AS DELINEATED 13Y K ALL \ ` A.BUILDING WV CELLAR- 10'-0" EN-GONSLLTANTS,MAY 10,2022 JOCKEY CREEK PROP05ED AEROBIG TREATMENT PLANT EX-COW-GOT.O.5LOPE - - B.BUILDING ON SLAB= Io'-0' I - HYDRO-AGTION 5ET-N-60 ON51TE WA5TEWATER TREATMENT PROPOSED 'H' FRAM - ----� + A G.POROW5,DECKS,HOUSE OVERHANGS, TIE LINE ALONG APPARENT SEE DETAILS AND REQUIREMENTS,DM SP2 SUPPORT FOR THE FOLLOWING,HEGWELEG EQUIPMENT REQUIRED: GAN ILEVER5,ETC = 5'-0' HIEN MATER MARK ON METAL PLANT,UNIT INCLUDES: 6FI REGEPTAGL E,CONTROL PANEL,BL06IfR FOR ETU AND CONTROL PANEL _ r 15 14 ,, .., . 7- % D.WATER LINES= 10'-0' OCTOBER 21,2020 RAMP FOR LIFT STATION. LOCATE 'H'FRAME NEARBY SANITARY SY5.AS SHOWN E.SURFACE WATER(1�ETLANDS = loo'-0" MODEL AN800,GRAVITY SYSTEM ) o ' '► ,S' 790 , •• PROPOSED PE516N FLOW: bbO GPD SEE 'H'FRAME RTL,DW 5P3 _ 36.3 F.PUBLIC WELL =200-0 S 89 47 40 E 52 ►► PROVIDE 20 AMP SERVICE FROM MAIN ELECTRICAL PANEL IN BLDG 6.PRIVATE WELL = 100'/150' S 8.85 t Ex.FIXED 13 B •• oPs(OP/GNTW_GENTET{)W ALARM BEACON a AUDIBLE HORN ALARM g \ • •;, k' H.RET.WAJ1(W1i�ROFF) = 10'-0' WOOD DOCK 4 t (LOCATED REMOTELY,AS SHOhNIa ALL MPONEHIT5HHfGHEVER 15 ��FDT12 35 ABOVE 6RAl7E OR ABOVE BFE I EX. 2 STY FR \ 4 :�. `} :x;'+ r V _ J.U/G FUEL TANKS= 10'-0' o l i 2.5 1.15 • PROVIDE: W BASEMENT ' K.U/G UTILITIES= 5'-0' - ' h WFa6 2�U/6 ELEG GND FROM DWL 6 TO REMOTE CONTROL PW PROPOSED CONTROL PANEL AND BLOWER: (TO REMAIN) :W 12 L.ROAD STORM DRAINS OR WFnt -WF 2 W3 WFa4 2 U/6 B EG GND FROM A66.TO OP5 Ll L -o • REMOTE HYDRO-ACTION Of GNTRL GNTR,BLOWER MOUNTED AND �` C3 BEDR00NV 1 \ I . rp �' • �` ; REGHAR6E BASINS= 20'-0° 4 _# - 2'U/6 VENT GND FROM P.T.TO HOUSE STACK STORM DRAINS OR BUOYANCY ANC.HIORIN6 PER NOTATION AND CALCULATION 6FI RECEPTACLE ON 4I'FRAME,5)�NOTES ON DW6 SP2. ' F.FL I6 8' • FOR MOUNTIN6 DE516H/REQUIREMENTS,5EE'PROP05ED 1i FRAME "A M.ONSITE \ WFa11 6FI GONVEWENGE REGEI'TAGLE NEARBY CONTROL PNL AUTO VENTED I I ar ." •' RECHARGE BASINS= 10'-0 GONG.BLK - givh2 - DETAIL' ON DW6 SP3 F+ , N.CATCH BASINS,NON-LEAGF41N6 = 10'-0" �' b TWA e�y� i.`1 I p (Ai2v131f n®INTO "; ._''c • SEE GON ROL PANEL I;E2MNTS NOTES,SEE DW6 SP2. EX. o - o.SAN. PR0PERTYHLNF5=5-0_ -0 8� - s NBo \ 22.6 NF412 PROP05ED PRE55URIZED A55ORPTION BED: HSvetTsrAGI� J.q, - ° a.TOP of EI�ANKMENT OR STEEP SLOPE I2 _ r� o �� WFa13 • AB50WTION LATS 6EOTEXTILE MAT A55EMBLY W/015TAL PORT _- - .� I6 20 AMP MAIN X x \ r __ . r'. �^.r ds • µ K::. " � ".:. PROP05ED BUOYANCY ANGHORING 5YSTEM FOR ETU: Ex. - ,� Q5 K SLOPE OR 6tzFJarBW = 25'-0" 14 �5 �,w'> \ 4- 325' WIDE x Ib.43'L6 LATERALS seRv.FROM ,. , .r;. .. R BLUFF -b5'-0' __ rp � G �F S ti� \ O • MAINTAIN ALL SEPARATION DISTANCES PROVIDE f?�HEUGAL COIL ANGHORS,�LOGATE A5 5H0!^N 'TANK �, e < MAIN PNL IN H5 S.SEPTIC TANK,PUMP STA,GREASE TRAP W ELOCK WALL Ew, �5L PE rh s�o o LENGTH OF ANCHOR SHALL BE MO'I BI.W GRD OR WHATEVER 15 158, m 15.6' X - •� PROVIDE VALVE BOX AND DISTAL HEAD FOR EACH LATERAL / � � � OR MANHOLE =8'-0' r 45 \ - \ \ 06 • MAINTAIN GRADE 5'BEYOND ETU,THEN SLOPE DOM TO PROPOSED/NATURAL CRY TO AG41WE 10 KIP ULTIMATE � - � � LOCATION MAP: 5.6 15 14 3.0 / - T.SWIMMING POOL = 20'-0' _ k5�' e) d- GRADE III I MAXIMUM) • SECURE CHAMBER AND TANK WITH HOLD-DOWN STRAP AND TURNBUCKLE � _ �* U.DECK/RAMP = 5'-0' �,5 rWi i \\ �� TO EACH HELICAL ANCHOR �. a.8' i 8 _ 4 SEE DETAILS,DWG SP3 • SEE CALCULATION,DWG 5P2 �L GO / EX15TING �YJD PORGii� NOT TO SCALE :n Fn I EX.2 5TY FR j1 a • LOCATION OF 50%EXPANSION SHOWN 14 �x' 1151) ^` DILAPIDATED �" _ 10 5TRUGTURE PROPOSED INNOVATIVE AND ALTERNATIVE \ PROP05ED PUMP AND BA51N: PROPose� l Ex \��� ( I �4BANDONMENT BY REMOVAL: t� Uro REMaI�ru `1 ? - EXIST.SYSTEM To BE ABANDONED BY REMOVING l� s51 W b (I) ORENGO SIMPLEX PF3005 PUMP 5TAT70N(LS) ' L"� 'L'� - - ON-SITE WASTEWATER TREATMENT SITE PLAN ALL RE5IDUAL SEWAGE WASTES BY A LIGENSED ►' ct PROPOSED ER05ION CONTROL MEA50RE Ex- O,O MCITION Pr - - WASTE HAULER,REMo1VING THE ENTIRE STRUGTUR.E(5), 3 h ' (3 OEM) l-h }u PROVIDE: PRDMDE SILT FENCE BARRIER A5 SHOWN(APPROX.390 LIN.FT) GUY f / 7'r, BACKFILLING WITH SUITABLE SAND AND GRAVEL EX. AFL.16 Dl k' r Q REINFORCED PL.ANTI-FLOATATION FLANGE TO COUNTERACT BUOYANCY I E . rr r > 51TUATE AT: DATUM: NAVD88 MA KFIAL AND PROPERLY SAND AND Ib- EX, T9� CONTROL PANEL,MOUNT ON PROPOSED 'H'FRAME FOR DETAIL AND REQUIREMENT5 SEE DW6 5P4 i SLATE , TO PINE NECK RD SOUTHOLD,NY GRIM ZONE: IV (600 GPD/AG) E LP_ zs' `tk' 8 • SEE DWG SP3 FOR DETAILS AND INFORMATION EX. �i> I =_ � K r„ - TOWN OF SOUTHOLD T K L 15b, 18b up. �12 SUFFOLK COUNTY NEW YORK PROPOSED PIPING: CONTRACTOR TO ,ACQUIRE: / 12.a R 34.4' �\ �F� 1 WAIN SGTM NO.: 1000-70-05-42 APPLICANT/OWNER: ez ovR EX15TIN& . 4"SVR 35 TRANSPORT PIPE(TVP,U-ON) APPROXIMATELY too GUBIG YARDS OF 501L DEFINED : PROPOSED 14- WD PORCH 233' DILAPIDATED • /Fk ' SITE DATA: �, STRUCTURE Ds"075 POLY PIPE TRANSPORT PIPE A5 'SP' OR 'SW' PER ASTM STANDARDS USED FOR THE ` mea �� NEST \ \ - ah�l TAR DN @�I:3 0� DAVID AND ALLISON AFFINITTO EROSION CONTROL '� ut�� sxrE �t • IV4 DI5TRIBUTIGN PIPE(OVER 6EOMAT ONLY) - = �� �� HOLE o NAL�RD T :ORATED,WV0 HOLES PROPOSED � � , I TOTAL LOT AREA: 41,x04 SOFT. (1.100 AG) PROVIDE SILT FENCE BARRIER EX. / (��%` S�,F� 01GLOGK ONSTALL LEVEU At 8 d 4 PROPOSED SANITARY SYSTEM INSTALLATION. \ r� -'` AS SHORN(APPROX.3Q0 LIN.FTj O' ( 1 lExAi> ` li 10 .,2 _- r WATER SERVICE SPLICE j SUBJECT CAIRRENTLY- FOR DETAIL AND REQUIREMENTS 12 r` WALK IIS' a� \� 513=OWG SP4 EX. = "��, SEE DWG SP2 FOR SANITARY PROFILE AREA OF GROUND D15TURBANGE: TIE Nl�I PIPING TO EXISTING TAP 3 i e t0 �� \ - ET�1 A1/N (?)EXISTING ABOVE GROUND LIQUID PROPANE TANKS EXISTS ON T1f15 SITE,NO WORK U.P. I t `� � 8 < ° APPROXIMATELY 18400 SQ -T. (0.1928ac) IPROP 105» To GARAGE _ / op MANTAIN 6RD �;y � � \^ tl'• 8 a ° �\ Ext yam► _ _ _' - �', 5' BEYOND NORM DRAINAGE SYSTEM: PL 1 1�- x118 LEACHING BW, NO STORM DRAINAGE STRUCTURES EXIST ON THIS SITE. NO PROPOSED DRAINAGE SANITARY 5Y5TEM TO BE \tea \ :` I - 14 , ABANDONED BY REMOVAL I � TESt- -12 t / HOLE SET I 3 / ' 1 13. d 1:3 T TFI� WILL BE PLACED WITHIN 10 OF PROPIOSED SANITARY STRUGTGIRES PER 5GDH15 REQ'MNTS, / � °° 14_EX.U/6 PHVCOrM '-- - 1 5A 5MITARY 5JYSTEM: SEE BOXED NOTE,THIS DW6 z LINE TO BE RH71RE61®- ��ff I EX.PLAY`SET P/0 EX.WTR LINE WO/F r AS REQV,MAINTAIN V CR1 ' 1 SHALL TO BE ABANDON'° 14 JOCKEY CREEK MOP05ED I -' 7 t PPRIOP�SANITARY SY mm IS ooV�ER�i1�BYNR)SAI..f'9R SGDHs REQUIREMENTS. , 4 YJILLIAM EDGAR SOLDER =5' SEP 13TM LINES STORM DRAINAGE STRUCTURE 14 - x, �\APPROX 132 RICHARD LEE GOLDER $ DEDICATED TO ROOF RUNOFF '-MM V \ I �Oa t �� -J 33' C1� NATE 150'OST FROM Wd-t X 4 2 A �� ALLISON HATCH GOLDERN �, �j� \� MAX T(p / EX. EX.ELEG l FROM MODIFIED GARAGE I X ►JEI6F>73 - f 4 LOT 4 EX.FLOATING I -6'0 x b'LIQ DEPTH w j _ _ __- I/A OWTS UNIT SIZING: m HELL m O TIDAL WETLANDS BOUNDARY WOOD DOCK SEE GALC AND DETAIL ON DWG SP4 �? GO - � � --� UP. METER O EX.ELEG AS DELINEATED BY L P h. N a;, 5LD.H5.DIA51ON OF ENVIRONMENTAL QUALITY,STANDARDS FOR APPROVAL OF PLANS AND EX. METER DWELLING I CR2 10 2- A15 / U.P• G°NSTRUGnoN FOR SB^IAGE DISPOSAL SYSTEM FOR SINGLE-FAMILY RE54DEVGES EXISTING I STY FR GARAGE - -� 3 U.P + + I�PRIVATE HELL 5 FINE NECK RD EN-CONSULTANTS,MAY 10,2022 PROPo5ED I TANK 5'MIN o �tW IaIA' / DATED: DECEMBER 29,2017 N TO 8E MODIflED Ex.L.P. \ 61.1' ' OUTDOORSHS I �'.\3 TABLE 3: MINIMUM I/A ON-51TE WASTEWATER TREATMENT CAPACITIES r-- PROVIDE Ib TANK I TIE LINE ALONG APPARENT NO DRAIN } CRI ��` EX STING B.B• CURB SERVES 6 BEDROOM DWE11N6(5Y5nM OVERSIZED PM CLIENT REQUEST) I STY FIR a� :U HIGH WATER MARK ON X.METAL LL, ` r �b / + EXISTING -r PROPOSED HALF BATH z AS PROTECTION MINIMUM TANK CAPACITY b60 6ALLON5 FOR ADD'L INFO SEE S 6`� / / OCTOBER 21,2020 RAMP I STY FR 6AR m o �� 1 / _ (� r PRY L', r TO BE Mt7DIF� I FOR PROPOSED SANITARY ^ O WEITZMAN GARAGE MODIFICATION wwl n �s" o �` i ' pFZ S 89°47'40'' E 'J 7905 t O PROVIDE v � w E COMPONENTS (I:TU,LIFT 5TATION may, 3„ EL Q 3 I/A OWTS UNIT LOAD CALCULATION: d- X 1 21 L�` x PROPoSm 2 O - AND tFAGFIING FIELD)As PER W m BY KEEL DESIGN ASSOC. 1b OF Iq.l EX'GA ° / � 1 , Ex.FIXED O HALF BATH x 'v PROPOSED SANITARY DESIGN FLAW:660 GPD(5Y5TEM OVER51ZED PER CLIENT REQUEST) \ 24.3' EX.5 ONE Eb61N6 1 _. - 58.85 NOOD DOCK w W w x Q REQUIREMENTS Z < 41.1 S' I a 'Lu w w I .• 6 BEDROOMS• uo sPn/BEDROOM= b6o SPD INNNI 143' Exl TING1 i% �5 O G.FL.19.1 USE (1) HYDRO ACTION WASTE WATER TREATMENT PLANT X Z 5LATl PATIO ° ° W IL > 5 WFab - >C 24.3' - I PROPOSED CROSSINGS E--.( I:' FOR INVERT ELEVATIONS •• USE MODEL No.AN800 GRAVITY SYSTEM 1425 PINELLNE K RD I xi .5 v � ��� / \ � WFa1 -X W�F�'3 WFf4 �� � ,�r, of r,� w� 1�� � O ' V I 143 EXISTING Ko' SEE GROSSING/T12BZHH •• TOTAL TREATMENT CAPACITY: 800 6PD � � � O PRIVATE WELL 1 5 TOgF lb 4 \ 5LATE PATIO ) 0' DETAIL AND UTILITY GRO=GINS •• TOTAL WORKING CAPACITY: 2,466 GPD M . < US / wFaU )�\ TABLE'DWG 5P4 •• FLOW RANGE: 50-800 6PO F•+�1 I rwh_ x185 OL �• \ I •• SEE DETAIL FOR INFORMATION,DW16 SP2 O W Ex. I o '", w �b Tiv�,o erV4 '� •• MAINTAIN REQUIRED 5E'ARATION DISTANGE5,DW 5PI � U_ U.P.� � 3 � a � 8- � Tlvg o , �VO nW�'n 2.6 WFa12 W 10 SANITARY ABSORPTION BED SIZING N/O/F � 5 � S Lp�� � Tl�l! � WF>kl3 T° 5EPARATION 015TANGE REWIREMENT5 12 - - ew EX. Ib \ �-1 _ SGOT r�GI�l1LMAN $ x �Mq/ I 14- - U.P. HT1 w N FOR STORMWATER LEAGFfING 6lNr yi. S \ S / I PROPOSM 6 BEDROOM DWELLING(SYSTEM OVERSIZED PER CLIENT FWT:5T) w JENNIFER SCHULMAN ( o.5L PE t 5�4 i T�z \ p _ 51ZIN6 PER. LWFFIUAL COMPILATION OF GORES W_E5 AND REGULATION OF THE STATE OF HEMI YORK STRUCTURES AND PIPING (RESIDENTIAL): Ex.GONG.BLK _ T�,Lv�o tea' 4 �.' x 05ED in LOTO , Ig, } / HORIZONTAL 5EPARATION DIST.FOR STORM P ,15. \ o ,� _ w WAn3R LINE SPLICE NEIGHBORING HELLS O _x v T1TLB 10 DEPARTMENT OF MATH.GWIPTER II.PART-5.STANDARDS FOR INDIVIDUAL 0}51TE WATER t ARE WITHNN SO SUPPLY AND ROMDUAL ONSITE WASTEWATER TREATMENT SYSTEMS.APPENDIX,l5-A DWELLING / ) ' ° , I DRAINAGE L.EACHIN6 P0015. T IiF_I 15.7 \b ( , GrhrEGTION PT I I5.h 15 14 1��-� � ' a- W �• B DAILY DESIGN FL.[x'J=IIO 6:AL�DAY/BIDROOM(660 GPD TL FLOY'U 1575 PINE NECK RD a PROPERTY LINE=5'MINIMUM 16.5 1 'hQv�3 \ `0.' \9 I (u / �j' OF TM AtV PUBLIC WATER 1 BUILDINGS WITH CELLAR= IO MINIMUM �i \ I -I EX 2 STY FR 8 O w SLDNS DIVISION OF @NIRONIENTAL QUALITY,STANDARDS FOR APPROVAL of PLANS/GONSTWUGTION 1 ai BUILDINGS ON 5LA13 = 5'MINIMUM N FOR SB06E V15POSAL SYSTEM FOR 51N61F-FAMILY RESIDENCES I� -_ 1 DWELLING 411- I I NEAREST I- - J i -18 Q WATER 5ERV.UNE/LATERAL5/MAIN5= lo'MIN \- x OATEDI DEGB�t 29,eon t��>�OUND UTILITIE5 = 5'MINIMUM I (TO REMAIN) I w SU IRFAGE WATER 15 AT TAB 13: Ht DROUG LOADING RATES FOR PRE5511RIZED 5FL4LL0l-t DIRAINF�D5(t'Sds) I w 5UBTEGT PROP.TE LINE SANITARY SEPTIC TANK= 20'MINIMUM WU BSMNT , SEPARATION DISTANCE REQ'MTS FOR / D ° SANITARY LEACHING POOL=20'MINIMUM / (3 BEURM) I \� w 1 1 51ZE ENS®ON BOTTOM AREA OF TFeCA1:CATE6ORY I,I/A OWT5=30 APPLICATION RATE EENGIN EER: SANITARY IG TANKS I A OWTS � PUMP 5TATION= 20'MINIMUM E` F.FL. 11 b 12 I z SEPT / I 0 _ I•a' �, �' w 18 �� 1 / SANITARY ABSORPTION BED CALCULATION: �E 01=- PUMP 5TA OR MANHOLE (RE5IDENTIAL): u'S I MANHOLE - 20 MINIMUM Ib_ - AlG❑ To I Q _ `p� ll�' _ PRIVATE WELLS=50 MINIMUM $ EX RF OVR � � / I o ' IIO GPD x b BEDROOM/3O(APP.RATE) 220 GPD MIN.HORIZONTAL SEPARATION DISTANCES: I -' RETAINING WALL5 = 10'MINIMUM EX. WD PORCH �"'-• � I � � = 1 �' (5'I'STEM OVERSIZED PER CLIENT REQUEST) �>'- �,,� �?G'\t�• ,; A BUILDING W/CELLAR= 10'-0' r z FUEL-STORAGE TANKS M W 6RD) = 20'MIN ,R L•P.(- 158' 18b' 4.4 x 220 6PD/ 3.25 SFA.F.(TRENCH WIDTH) =b7b9 LIN FT B.BUILDING ON SLAB=V-0' v / TaNK- D 9b � EXI5TING TL.LEJGTH OF Ti REQUIRED blbci LIN FT n A� x G.PORCHES,DECK5,HOUSE OVERHANGS, a Ex.U.P. HORIZONTAL SEPARATION DIST.FOR STORM �O, Ff , 23s ENLARGED PLAN I-+, 4 ' _ / ' V LIL No.15A DRAINAGE NON-LEACHING STRUCTURES= WATER 5ERVIGE 5PL.IGE I �� � ` M\N G DILAPIDATED , M , CANTILEVERS,ETC, 5'-0' I 4t O - ro �' USE: 4 LATERALS 16.93 LON6 EACH , ' r� w WATER SERV.LINES/l ATEIRALS/MAINS=5'MIN TIE NEW PIPING TO EXISTING,TAP HATER LINE �� _ �� !F � STRI1CTlh2E TL.LENGTH OF TRENCH PROVIDED = 617 LIN FT D."Ia'>=R L"�_ '°-0 Z ° PROPOSED SERVICE TO GARAGE S�I.IGE,PT. - EX PROPOSED SANITARY SYSTEM a E.SURFACE WATER ftTLANDS) = 75'1 q UNDERGROUND UTILITIES = 5 MINIMUM -- G.PIRIVA WELL '-0' 0 I ��� � � VERTICAL SEPARATION DIST.FOR STORM PROPOIWALK fi +j ��G � 49' y _� IN SPLICE A5 SHOWN \ GUr r + Ex.SLA 10 NOTE: GEOMATr SHALL BE DELIVERED TO SITE IN ROLLS AND CUT TO SIZE. 3 3 ° DRAINAGE LINES: - . ERosloN CONTROL MEASURE amu . 12'_, x, ---Ex.aB .�\ °; PROPOSED INSTALLATION: H.RETAINING WALL(WTRPROOF) - 1O'-0' ,, S N _-.-.1 J.U/6 FUEL TANKS= 10'-0' w WATER SERVICE LINES IS MINIMIM K.U/6 UTILITIES -VI z Ex.U.P. I � SANITARY WASTE LINE5 = 18"MINIMUM PROVIDE SILT FENCE BARRIER � vWY � �5T° FOR DETAIL JEFFREY T. BUTLER P.E. AS SHOWN(APPROX 3Q0 LINFT� SEX.CI L° , / (4)PDF LATERALS @ 1&0 LIN.FT.EACH INSTALLED IN ABSORPTION BED: LIL Ho.14A \ ° \ 20 10 O 20<., 40 BED LENGTH!15 EQUAL TO LATERAL LENGTH. EACH 34'W GEOMAT SHALL WAVE I"PVC, ' L ROAD STORM DRAINS=20-0 wi x � / -HOLE � � SEE 'E•II.ARG® q u_ FOR DETAIL AND REQUIREMENTS \ ,�� � ,- -12 SITE PLAN- 6RAPHIG SCALE I' = 20'-0" SCHEDULE 40 PIPE,ORAFIGE 6 1'-0'ON CENTER,ORIFICE HOLF5 TO BE DRILLED AT 6 M.ON-SITE STORM DRAINS= 10-0 0 5E=DWS 5P4 _ *I Z - - N.CATCH BA51N5(NON-LEAGHIN6) =5'-0' - I z / DIST HEAD DESIGN O`CL.00K AND USED Ips OF FIVE TH 60RAIMX IFOOCE THPER DISTAL READ. ONE DISTAL HEAD 0.SANITARY LEACHING,POOL =B'-0 I < � �° �/ SANITARY SYS., P.SEPTIC TANK,PUMP 5TA OR M.H. =5-0 < a y >- Ex• `¢ li TH15 DWG. LEGEND: MONITORING PORT SHALL BE INSTALLED AT THE END OF EACH TRENCH, PLAY 5ET�w L5 ,�°° MANIFOLD AND TRAN5PORT PIPING: Q.PROPERTY LINES-5-0 w < \ I L i ; I a SITE PLAN BASED ON ORIGINAL SURVEY BY ~ - � • � �6� q � -14 I ' USE 125 DIAMETER PVC,5GH®U..E 40 PIPING TRANSPORT MANIFOLD PIPE SHALL BE O � �- u ,, NATHAN TAFT CORWIN,LAND SURVEYOR SLOPED CONTINUOUSLY BACK TOWARDS PUMP STATION FOR DRAINAGE BETWEEN R SWIMMING POOL=20-0 Ex I t� EX U/6 0¢ - . PROPERTY LINE S.TOP R. EMBANKMENT ER STEEP SLOPE PRIVATE 150' `' FROM 14 " ARI T III ', PRIII YD SETBACK - 1586 MAIN ROAD CYCLES. KEEP HOLES TO 3E DRILLE3D IN PUMP STATION P15CHIARGE ASSEMBLY Z O (1555 51 OPE OR GREATEN =25-0 °b NEIGHBOR► CRI- f ° WELL 'WC-I-L w 14 PLAN P LATERAL5 I . `� q JAME5PORT,NY 11141 T.BLUFF =65-0 I 1 s ° `t'� �' - PROP SANITARY PIPE ee SURVEYED: APRIL 11, 2004 SEE DRAWING 5P2 AND 51 FOR SANITARY STRUCTURE/COMPONENT DETAIL5 U.DECK/RAMP = 5'-0" z �° INSIDE `i DWELLING -� _ _ _ �,_ , , EX. E T UPDATED: SEPT. 28 2022 04 z � EX. Ib-- �"- I x R DEMOUSFIED OB LEG 3 Z PROPOSED I - CR2 . I rt T(tBR) ---------- LA5 N Ll 0 I TANK] - up.Ex OFFSET FRO DATUM: NAVDbB al - -a O W STORM DRAINAGE STRUCTURE EX15TIN6/ °, y11P. �30(tIN16 y�LL PROP.STORM DRAINAGE PIPE -9v - - www.dignetnycli.com I �- O vI- ~ CD O i DEDICATED TO ROOF RUNOFF CR3 IPNot NSW Y01?K CI1Y w 1 t- > O a O FROM MODIFIED GARAGE °L O I (STY HT2 cO 1 www. Z 3q I -VIP x V LIQ DP(SOLID COVEW _ GARAGE S e ,° PROPOSED RIOTER SERVICE w w -- ( ) Z 1--i Z Q &SONG 15�ANt7 for other states �✓ O < iL o I k,, SEE GALL AND DTI_ON DWs 5f'4 x �L j TEST HOLE yq 800-212-4480 1 811 p a o 18 G.FL.19.1 °EX.GATE EXISTING WATER MAIN �__-- O W I ° O EXISTING I STY FR GARAGE I a. 24 Y.STONE ED61HG - - g' {1•I _l Z D OI Ll �+?>, F'ROP05ED GR05�I N65 EXISTING OVERHEAD UTIUIY UNE: �� -�� -�+ ELEV.11.9' NATURAL GRADE, OI1' TO BE MODIFIED 14,3 ---- --_ By law,excavators and contractors working m For safety reasons,homeowners are strongly I EXISTIN5 Ik ° FOR INVERT ELEVATIONS the five boroughs of New York Ci and Nassau encouraged to call as well when planning an I PROVIDE I SLATE PATIO I / SEE ICROS ING/TRENCH DETAIL E�5TIN5 W6 ELEGTRIGAL/GONMIINIGATION D 0,5' s s P g y Q' -1 W L� I ER.6RVL - --- m 3 w I � °DRVHY \ and Suffolk Counties on Long Island must type of digging on their property. � O PROPOSED HALF BATH x185 AND UTILITY GROSSING TABLE' SERVICE LIDS: -E- --E E p LOAM(OU HLW GRD L Q Q ELEV.11.4 contact DigNet,1-800-272-4480 or 811,at least Homeowners can contact us directly at '_ C-' (y EX Pd R FEN F, FOR AOD'L INFO SE_ < a �h'� I DW6 SP4 - 48 hours but no more than 10 working days 1-800-272-4480 or by catling 811,the Q 1....1 ^ FND 5TONE EX P#R I O WEITZMAN 6ARA6E MODIFICATION 5 $+ a / Ib TEST HOLE EXISTING UTILITY POLE rQ E1R01^N SILTY , (excluding weekends and legal holidays)prior national call before you dig number.For !_] V EX.Pd R 9= 't' 4.0 to beginning any mechanized digging or excavation work completed on personal V Z Z 1 MON,o.sM. Ex. BY KEEL DESIGN A550G. a SAND(5NQ O I WTR MTR 4 EX o PROPOSED % ELEV.7,q' BLW GRD excavation work to ensure underground lines property,it is the contractors < N / �-POsr c 6gQ.�J± 6 PROPOSED SANITARY SYSTEM HYDRO-ACTION GIAd� ----- --- are marked.Excavators and contractors can responsibility--NOT the homeowners--to EX.U.P. 12.2 -n u U.P.� a HATER Ute I Q Ex.U.P. PROPOSED d M OWTS `-.)�� �p also submit locate requests online,through contact Di Net.Having utility lines marked W ~ V_ O eLIL No.14A - ° ArLBox a - r a 3 TION ITIC.If you do not currently use ITIC,please prior to digging is free of charge. - O O EX.HYD _�17 -"- �� -- OUTDOOR SHOWER,NO DRAIN k' 'u�� t � Si'LIGE,PT OF ` :j O COVER TO GRADE �/ 9 9 9 9 tY • n Z N _,•L O N $5030'0011 � 8LOW3R AIR LINE Q > tL m m a `T a ( _ A A call 1 800-524-7603 for more information. 4 1 OO.00 E.O.E O.Ex.PA E i O ETU GNTRL PNL H.EG LINE E E E WATER @ W < cv O d o _ w °° ° `-+ O EL EV.5.43' PALE BROWN C/1 Q is) w MI f 01 6E•OMAT LATERAL L----- 01565 WELL) FINE TO LL .. DWELLING PINE' NE r �' 18 �/ 1 �` I o COURSE SAND O�1 Q 0 PUBLIC,WATER CK ROAD - It 00 EXPAN51ON LATERAL L----- (5WU Z) I-'-I Z W r a O (n I- PUBLIC HATER IN STREET O , w � I � , X DWELLING O w � � ( w - --Ig FINISH®FLOOR ELEVATION FF = WATER @ �.,I 0 < PUBLIC, WATER o I i � _ ELF/. 10' :_ _ -. . - - _ (TE5TH01� 'B°L�W GRD a V O I / 1.9 GARAGE FLOOR ELEVATION 6F= z ° /o ( $ REDIRECTED CONTOUIR • •.......b. a -- - �� - ,R EXISIIN6 CONTOUR b WATER IN PALE i � ' I BROWN FINE TO 2 I PAGE: EXISTING SITE PLAN - PARTIAL SITE PLAN - °�'G°"T°`� ° � � 6 COURSE SAND � '� `c�` - (SWT) t ILK GFVEXISTING PROPO55W - DEMOLITION PROPOSED WORK Q � �w SPOT ELEVATION x6.0 ATIGN / t.EX.UP. BY: WDONALD 6EOSCIENGE o, O LIC No.15A DUG ON 06-08-2022 ' o I EROSION CONTROL LEGEND: 016HiE5T E PE GROUNDWATER PER 30 15 30 HOLE=EL.1.0' P 1 b0 •z 30 15 O 30 -¢ I w N z +++++ WELL=EL. C-�RAPOG 5GALE (" _ ✓V'60 0-0" 6RAPHIG SCALE IN = 30'-0' a SILT PENIGE SARRIEi2 GLASES(HI�T QED)5.43' SGOH5 APPROVAL AREA: � of 4 RW/CCIFRE- Ef2 POWER CIRCUIT www.dignetnycli.com C 31 MI S +t �. NEW 20 AMP,I POLE DEDICATED FROM UTILITY or �� TO HYDRD-AGTIDN CONTROL PANE- PROVIDERN l TY www.caII811.com .n o n i0 nn: 01 W Y �I LI LI SPI SPRAY PUMP RATINGS: % &LON615,Al (for other states) PUMP 3/OHP® IISV 15D FLA. o �, AK-080917-1 120 VOLT,I0 SERVICE TO HYDRO-ACTION INCOMING SERV. N NMT N MOTOR 0 14x12 CONTROL PAS (E)o�� pyq 800-212-x-480 1 811 �� INSIDE LID VIEW (2 Ill%IN I'PVG PSD ) GSR 6 LOOPS III v �� NOTE: ENCLOSURE HINGE TD THE RIGHT 662 HYDRO-ACTION HYDRA-ACTION UTILITY By law,excavators and contractors working in For safety reasons,homeowners are strongly 19 the five boroughs of New York Ci and Nassau encouraged to call as well when planning an ' �~ RPI RELIRG o o R t >'I - . :;� ° „w AERATOR VA OYtTS MAIN BUILDING SER1/IGE 9 City 9 P 9 Y ��� ' U and Suffolk Counties on Long Island must type of digging on their property. > PUMP RATING: ELECTRICAL CIRCUIT BREAKER METER ►n PUMP U1`u-,� W'a= � contact DigNet,1-800-272-4480 or 811,at least Homeowners can contact us direct) at Y 3/OHP® 115V ISA FLA. _ CONTROL PANEL PANEL (excluding weekends and legal holidays)prior national call before you dig number.For WHT �N MOTOR I °���° 48 hours but no more than 10 working days 1-800-272-4480 or by calling 811,the "ITr � Fav C92 cry crew 12'w x 14"h to beginning any mechanized digging or excavation work completed on personal GW M3 vvj. a excavation work to ensure underground lines property,it is the contractor's BILK 0iv--�IJC�� o �GTRK'a-�: EXISTING are marked.Excavators and contractors can responsibility--NOT the homeowner's--to I PUMP RATIN: I. BURIED ELEGTRIGAL POWER GONiXNTS SFfALL ROD also submit locate requests online,through contact DigNet.Having utility lines marked ITIC.If you do not currently use ITIC,please prior to digging Is free of charge. PUMP 3/4HP 0 115V 15.0 F.L.A. 5 li 0 BE A MINIMUM OF 24 INCIE5 BELOW 6RA0E. call 1-800-524-7603 for more information. gg g N MOTOR _ 2.ALL ELEGTR16AL WORK TO BE PERFORMED IN FIR TIDE I ^ o]®ED ®® Haas ON ouisioE of uo AGGORDANGE 14TH NEG. 20 AMP BREAKER IN MAIN GS4 I I '"L '�� z� °� "� �� S" r`� ELECTRICAL ONE-LINE DIAGRAM ELFGIRIGAL PANEL IN �a q F'ROPOSEDBUILDIN6FOR '1� ERY rl ' � f'.;' _s 0 � - - ----- ------ -- '�_________�' - - 5CAl NM CONTROL PANEL REQUIREMENTS: k. .I LAMP COMP.RATINGS: `"1 I.THE CONTROL PANEL BOX MUST 13E PLACED OUT5IDE ON A SUITABLE PEDESTAL WITHIN PROPOSED I/A OVHTS N MOTOR I/OHP®115V S.4 FLA o �� o p o 0 0 SPD , -� VIEW OF THE SYSTEM THAT IT SERVES.CNTRL GNTR AND BLOWER 5HALL,BE MOUNTED 35' Z c� ° � '0 may ' o o AEN FINISHED GRADE MN)OR ABOVE BFE PLUS 2.0"FREEBOARD,WHICHEVER 15 HIGHER. NOTE: ALL MOTORS MUST HAVE ( i K ,) a ,, a ,a >,. . r n g 5EE'H'FRAME DETAIL ON DW6 5 5. INTERNAL OVERLOAD PROTECTION. � � v� ,!'I N Pi N P1 N C7 N I 2 3 415 E � � i �G�(�9^E{iA�� APx (Pr�:•m-c GP:M(rimm I �) ESU i LRI-01 �/yµ} ��^ ,• r�srA�) PNc� Pslx� 2.EXTERIOR PANEL(NEMA 4X 5PE`GIFIGAT10N5)PLACEMENT ENABLES THE SYSTEM TO BE 5ER1/IGED AT ANY T1ME,ELIMINATING THE NEED TO ACCESS THE INSIDE OF THE BUIL.DIN6. mtcrrn:rlrs 3.THE CONDUIT MUST HAVE APPROPRIATE 5EAL5 TO PREVENT 6ASE5 AND M015TURE FROM ® ® ® REAGI�N6 THE CONTROL PANEL OR.UNCTION BOXES. N BLU I LRI-Q2 PINK/Wf .SYSTEM SHALL EHE EQIIIPPH7 WITH A FUNCTIONING WARNING SYSTEM WHIGIN WILL M2 ACTIVATE AUDIBLE AND VISUAL ALARMS THAT CAN BE READILY SEEN AND HEARD BY THE OCCUPANTS OF THE BUILDING SERVED. PINKANH 5.PRESSURIZED MUST BE EGIUIPPED WITH A CONTROL PANEL WITH MEANS OF CONWLTIN19 A BLU I LR-66 Yg/WH WHr O �� % a \ /o PORTABLE GENERATOR TO OPERATE THE SYSTEM DURING A POWER OUTAGE. G MIXER RUNNING � � -- LRI WHT -- -- BLUPi N P1 N Pt N C1 N 1 2 3 4 5 6 LM--04 � � � _� ��7 �y y _� , BLU 16 PLG INPUT , , 9 Ury� e<LiE REO\ w cY Y S BW A5-1 PINK 5.8 TB �. ��- = s _ �_ ��J 4WJ O In 0RUN — ���JJ/////yy��������ppT E 5 b REDAILARVI /� \: GEl I T� I_R/YIA� // a a g EXIST.GARAGE w af x 3 3 3 1 1 MITE OR6 BRN \\ -L (PRU(IDE /' a x w o o = y HWA HALF BATH) S E!W TEST Q \ ON DIAGRAM ' wl t f xlsrlrl� CONNECTION = ALARM / 0 BEDROOMS / GRADE AT BLDG @ EL.tib 2' REQUIRED TORQUE FOR TERMINAL BLOCK SCREWS IS 16 in Q L16HT REP.i / PROPOSED GLEAN OUT AT m U m FACE OF EX 6ARA6E BIJC WHT � I ° 1 T SEE DETAIL,DWG 5P2 , ENABLE - __ VENT PIPE / C� d� BW �' CONNECT � ' 4, 141 . 2 n PLL INPUT ,/ IF A RISER COVER Y'EI6FI5 LE55 TERN 6o LB5 A W N 817 AL. r0 HOUSE / ;; %z / �x /y SEGO VARY SAFETY LID OF DEVICE SHALL BE PRDADED. STACK r / �UITBE OIL TO REMAIN OVERRIDE TRE-TREATMENT TANK/ 1,648 GAL. (NON LEACHING AREA) t- BW 3 ITYI YELn�II pLG INPur \ _� ° �\ TUT NITROGEN / /y �Z PR�nDEcovERS: (� j�j O.INV® ` 11-r2E(>dJIR®TD BE SET AT FINISF®GRADE USES �/ O .. • 1ERMOR- 5TIG GOVERS-LOGKIN6,HATERT16K IN5ECT4ROOF,FLAT, f■-�-� EU GSR \°\\\� UC ON� / MODIFIED j SKID PROOF,HE APPROVED FOR SEWAGE ISE 1 HAVE W PROTECTION w m X 14 PLG INPUT i GARAGE EL_1437 3 � '� 4�SDR 35)FORT PIPE, TIME DOSE 0 TAN .071 PLL INPUT `i I//i MODIFIED 6ARA6E TO ETU,162.11 LIN.FT. EXISTING GRADE OVER ETU @ EL.:023' O Z LL BW PLG GNTRL F'NL W/ I/ MIN.SLOPE=A'/LIN SFT X DEMAND HP120 COMPRESSOR.AND POWER LINE AND MISC. GONNEGTIDNS TO BE �I 162.17 LG xA =1554 - 130 MIN SLOPE � � O BLOWER TO BE INSTALLED REMOTELY � ��� ---- - Cn SPRAY TAN"I Ia PLL INPUT - (SEE SITE PLAN FOR PROP. LOGa MODIFIED AS REQUIRED TO AGGOMMODATE NATIVE - -------- MO ON 517E PLACATION OF N 501L CONTROL CENTER UN015TURBW - O W Wl BI WI HYDRO-ACTION solL --- IL ELECTRICAL SCHEMATIC DIAGRAM . AN800 BUOYANCY CALCULATION: NOTES: _� MAIN PANEL H TO BE RATED AMP AT IRON MNJIMUM 2°PVG VENT LINE(TIE - —_ _ BUOYANT FORGE 15 RESULT OF AIR VOLUME WITHIN CONTAINERS FULLY \; PART OF , D15CDRC-CT ML5T BE PROVIDED BY INSTALLER INTO BLDG VENT STACK) try iM1�1ER5ED IN WATER \\�,I.E.IEPr. DASHED LINES INDICATED ITEMS NOT CONTAIN IN THE PANEL , • /,-EL.q.5' -- `Q REQUIRED TORCJE FOR TERMINAL BLOCK SGRE!^5 I5 16 1N4.B5. PROPOSED SANITARY SYS. BUOYANT FORGE: FIELD 14RNG MUST BE A MINIMUM OF 6006 COPPER WIRE. � AN800 COMPONENT BUOYANT FORGE = 1,385 LB5 �/\�j�� / / P.T. INSTALLATION �i l� ANWO PRE-TANK BUOYANT FORGE = 10,554 LB5 RISER DIAGRAM ;;\\ �,,�;,��\, \; �. W REQUIREMENTS: ANBOO TREATMENT TANK BUOYANT FORGE = 3239 LB5 L TIE i/A OWTS TANK TOTAL BUOYANT FORGE = 15,228 LB5 INNOVATIVE/ALTERNATIVE ON-SITE NATIVE TAM ~� 5HALL BE IN5TALLED AT WASTEWATER TREATMENT ;,UNDI501L ED ` LEVEL IN ALL \/ ANTI-BUOYANT FORGE: � ENGINEER: ][�.'][■. PRESSURIZED SYSTEM /i/i`i \.' DIRELTIONS(WITH A l NSTALL POLYLOK HELIGAL PILE ANTI BUOYANT FORGE = IbOOO L55 !\/��\% ,/ 'i�. • MAXIMUM TOLERANCE N PRETREATNEENT EFFLUENT FILTER, 5GAL.E: NONE � P/N PL-122 � PROVIDE (2) PILES x 2 \\�,\� \�;� >\ ANY DIRECTION of+/ T TOTAL ANTI-BUOYANT FORGE = 32,000 LB5 � �� �IAERATIS a f } � ✓� ,� �. ONE QUARTER I"ON \ A MINIMUM 3-INCH THICK `,� /� \;\\`"\\�\ \\�< \\\•�: '\'\\\i' '\\ '� \\ \\/\\ O �}� T;'' ANTI BUOYANT FORGE: :// i / , ' //,%j / // //\ \ >L n f: i / / / % / BLEVELED APRroaPE"RLY !�.(�:. EXCEEDS BUOYANT FORCE BY A 2.10 SAFETY FACTOR `\ i ,:<,i..\, \/�/.\/�\/<./�/; \�/�/.j, , Ral ?, ; COMPAGTED SAND •• LEN6TH OF ANCHOR 5HALL BE APPROX. 10' >�\ AE1�A7CI®� � �� ��ROCKS)OR � i � BRD OR WHAT�R 15 NECESSARY TO ACHIEVE 10 KIP ULTIMATE ` SEE `PROPOSED BUOYANCY ANCHORING'NOTE(SITE PLM AND 114- 3 SEE HYDROALTION AN500 BUOYANCY GALL AND DETAIL'ON DWG SP2 FOR PROPOSED METHOD TO COUNTER BUOYANCY EXISTING / S.o' bq' DUELLING // JEFFREY T. BUTLER,P.E. F.FLB.@ GB' / EXISTING 3 BEPRDOM / ROOFED OVER PORGH HYDRO-ACTION WASTE WATER TREATMENT PLANT o hV BASEMENT) j F.FLEL.-a fibb' MODEL No. A�N800 / 5GALE:HONE PROPOS®LEACHING B® _=14A'x Ib.913' O i- GON �- APPROXIMATELY TO ACGUIRE: CUBIC YARDS OF 501L DEFINED MAINTAIN GRADE v (4)TRENCHES O 3qD WIDE x I6A L6 EA 5'MAINTAIN PGRADE �I �. IF A R156R COVER WEI6115 LE55 THAN 60 LBS A AS 5P'OR 5W'PER A5TM STANDARD5 USED FOR THE LE.ACHIN6 FIELD LL �-; i SECONDARY SAFETY UD OF DEVICE 5HALL BE PROVIDED. PROPOSED 5ANITARY SYSTEM INSTALLATION. �,$ LEAC M L�jTM& (G® MO z� � O Z Q T m EXISTING B.B. CURB 5ERVE5 W/PRE LYM PIPE ON IM OF A .Y �� [� — Q % A5 V641GULAR PROTEGTION PROVIDE COVERS: 6Eorwr nlsrAL PORT lrofR�raou'v) � Q z —•I � EXI5T IN5 FOR PROPOSED SANITARY WHEN I;EWIRED TO BE SET AT FN&ED GRADE USE, GRADE AT DWELLING @ EL.JOR COMPONENTS (E-TU,LIFT STATION THERMOPLASTIC COVERS-LOGKIN6,WATERTIGHT,INSECT-PROOF,FLAT, 6R�N/ j LOGAT®e EN7 Of LATERAL(lYP) OVER 7E Q � F- Ln > / AND LFAC.HING FIELD)A5 PER SKID PROOF,BE APPROVED FOR SEWAGE USE I HAVE UV PROTECTION EXISTING 1 EL. MAX -q -- 2 i'VG PRZOPOr�ED GLEAN OUT LOCATED AT EXISTING @ \ \- ■ GRAVEL DRIVEWAY KITH SGDHS RESIDENTIAL STANDARDS GRADE OVER y, : \ \ ~ ~ O OVER LEACHING FLED I ; i,l � 1" �„ d: I , r. � ' � ' � %• FACE OF EX ROOFED OVER PORCH® TI N 5-114G2A t VENT PIPE � SEGO Era.@ EL. 130 „ .. .''�•;- �!'�: ! . .. . . .. ... .....,. .. .. ,..<•:..:.:- ��/.,, „ ;>,/�././ , - ; ; :\ \ \. O BELGIAN BLOCK CURBING .11 3 1 � .. \:..: .;..i /\, .�, ./�. -. . . .-.;�:. ::..,..-:' i. - :.\�, � a.-\ ..,\\, \,\,\ � E)45TIN6 GRADE OVER ETU @ EL 2 �� _ _ EX DhELLIN6 SEE DETAI 0W6 9P3 `— - GOMEGT / CO 1+ BOTH SIDES OF DRIVE • , "1 ft t Pf % '///':/!:' /://///'./ / „ / \\\\: >\ \\, \ L� tl- TO HOME /n. � i �� \i i r ' \ > Y \ k - 5TAGK z , ✓. / fix. - - - - // ,// /, / / // // /� �,,..,.,. /.,;./ :,:./ /; ... /./ / /, ./,-„�.:..--.>.:::>.:':,:,. ,. ,._..; ..0 -. ��...EL,i4.fi1 .... ,� / .. .,./�._$... - ,..: ::,:i'-;; I _ , , a f� I I / � �/ // / � /�\� / /. . �/�. �\\/ :/\ �/\i�. \.. , \/ i �/ i. , \/.v\i. .. ...:.. ...:.:.... ._:...,..-...-. ,/• .. .. :.:. .-., �.:...,..-..,:.. �/\,.�. i.;. . Yr!l_ f:.:-.....--..:... , /\, // ,.�EL..d�.l'i..(71'P ..:. •':::.:: ;\� Z LLQ' NATUIRAL OA L�A \/, / \; \/ . ;'\ \,//\. :;.,, / \/ / /,„ / - / . I DK BRN LOAN(OL) 05 MH 60 Q I - - /\/�� \//:% \/\. ;: ;\ \; ! ! !f\\<' •! <\ �< F,; In 1 3h'(IYPIGAU (TYP)%; i, y ——— ——- — O �I I UNSIITABLE 501E \ \ \ / }f� — _— / / 'i i %!' /' /i\"i \' 'j// /// /. \ _IE.UH�DI�F �\ F s /\/ ,. /\ ® y — — %\i / TO REMAIN /' / / i \,-:\ �:,\, ;. /\ ;\\.-\�, >\ _ , r i. „/;/i — Q O.INV / u �'! "/ \. \•/ 1= l EL 1425 IYP. � //\ — _ / / �_ \\•\. \.i\\ \\-\\ \ \\% ': ///i.,.</,'' < ] ( p \ "K. a —.✓\\`' NATIVE— � — 1 EX.DWELLING I \ ,\F. - !/ %(NON LEACHING AREA) ; /,///i///,//"/ i j:v %> % ,\/ ; i Q ' OF ALL LATERALS)_ '-IC ' /i - - O Z # �V , / X I � \' ., .-.•., ;. ./ •,'.�/\ \ \ \'\/ `:\ \\�. � < //\ '\\'\/\" ".� =EL IID1 I NATIVE 1 ' _ - �� / // //\\/i� \�i\//. / / <;\, ;. \, \/\ r0 ;- a. SOIL,TYP Imo _ W L Q 1 N 4 V SDR 35 XPORT PIPE I I /\ .\ i. /, / /\/ \.\ Q r \ / - \ \,\ i I' UNDISTURBED �[ RA'tEABI.E SOIL. ! RATEABLE SOIL \/�;- \-, RATEABLE 50U- . 33ETWEEN� RATEABLE SOIL DWELLING TO ETU,tA6 33 UN Fr. I I _� �� \ SOIL �/i�'i�/iii\'i��/� '.,, \ »_ �i � .- �w.L eE R> v ro-� swu.L ee R>�ro-;/�/,�<\�,._ Slwi.eE Retovm ro_ "LArrRALS°<, SHwL ee Iza4ovso ro- SILTY � O O MIN SLOPE=Y4/LN FT I I \ \\,\\ \\ \\\\\ LE.o PT."\� 9 O E®AL. '%\`/\\% a / , \' \ \ L1�9�� 1F47NI1P BABY � AGG65 NOW-RATEABLE 50l \%� � AccESS HOW-RATEABLI 50l '\ /;: L, i\i ; �, L, — // /// /j// // I / / / / i % '/ // //i//i%/%' I, L, / /, r/ A HON RATEABLE 501 / / ALC. f,NOH RATEABLE 501 Q O X46 LG XY4 - 1158 I I \\ \\j\�`�i;� \\ \�'.=EL.95 � ;jEL 44, %�\//i\//\//\//�j,/\y/\\/\. I�-@ LS.� M RE-IIKTALLED TRENCH v�ry i \1H8J RE-Il1ciTALLH7 M iREIY.H i/\;\i 11!N RE-IK5TALL®M TR$JGH / \`i� 1H91 RE INSrALLID M TRBY.H Q- LL_ m 0.97 MIN SLOPE !\/ /// / i 5E pR4P05ED REINFORCED 1 / /;::, ' \ i \\..\�\\ \, \' \ \\\\ \,\ \,\ H-' . � EL.931I ,, \/\ ,>/\ \/ .,\,\/\ / \/ CONCRETE ANI TOT OATATION �j' - -�' ; � \i' ' % �!i/i � _ (V O /� / // ';' // // //'/; �',//\/i 4 @ SDR 35 PIPE, /\/.,\ \/ / —. �_ ._ — v� h h `i r,//. �,i /\/i - — gEV.79' BLV6RD Q lS� \ \, /\/\' „ / / ,/ !:<%.. \ ANCHORING SEE DWG SP3 I--�. _... l , 1` \;\. \„� A.�. FROM ETU TO L5, /.,\/ \ /\/,i\/ •O i':/ , ,,,, / r,,: /�/ / ./'. / / /,r: //' .�/'< /.�/,. //. /.,\%FOR BAolm PUMP DETAIL(5) Z t- \,8 0.TRENCH i \i t / \!. i BD.TRENCH [�� '\O LL \/\x\\\�\Y\\\��. \,\���j� \: P.T.�� ORATION C1 1� $AS'LIN FT.MIN. �\/\;,: \>�\ \.'�ii\j; ;'\''\' �AND:INFtDRMATION`''i\\ \i"c� m EL.7.9'h�,I') / " / r;:/> \ \r \;, \ _ Cj / /,/ / r/ ;/ / _ % .;;,. %/ //.,, %/ . / / / , // % .. !. // \ : % i:'/ o EL.7.9'(TYP) F--I 0 l�ll�'lt'IREA7hENT 'SLOPE-� /LIN FT \: \� /\/ / / '/\ // //\�\/\\/ '\ \/\/ / / , REMOVE UNSUITABLE SOILS AND Z .. .j/\ ;.Y/%/\\ \/ NATIVE\ 'll' � ■ - ■/i , \ \\'• "\ \/` `� \\j,� ' ;\\j , Z LO PART OF 8A8 L6 xYo - TAI ,/\//,; , //•�'\�\ //\ <�\\ \'/ //� //�%:\//, 2 < /\ \\ %<• REPLACED hV SOIL DEFINED AS HIGHEST RKORDED \/;UNDISTURBED ;\ 0,09,MIN Sl /,%j/;\ -':\j\�\�%/\�/�\jj\,: \`%;\\, \\, \ �,i i! %\ GROUNDWATER®BEEN.5.43' \.. \ \ \ \�\�\ \ \.\\ \\ \,: \, \,\ \ / / \�j;• \. 5P OR 51^I SY ASTM STANDARDS. Z PROPOSED SANITARY SYS. �IL %, @ E_5$I� %%/' /\' (TYPICAL�F ALL LATERALS) , o \ \;\, ) (PER us65 WELL No.516780.1 C/1 (� RISER DIAGRAM / / h1GHE5T RECORDED 6ROUOWIATB2 @ Imo.5.43' / \ //; (PEER U5G WELL No.516780.1) i//\/;;jj% . % - INNOVATIVE/ALTERNATIVE ON-SITE \%\\i\;\`i/�\/ B.O.PRE TANK o E�.4�' i\\i y Bo.AERATION CHAMBER o EL.4.2' '.-;;; ,;,,;;: ;�,\\,�; , '\!/ '\:: %\:\\< ';,\\, \•, / \�\/\:, ,.'/ / , ; //. , /,,; X // ;�'/� /. TEST HOLE \ \ \,\ \\ \ . \ \ "\/ �\ \ \ \ 2 7 PAGE• WASTEWATER TREATMENT //����i�;�i% / //��i�\�/��/�� /\�/ i�`/;�/��;\< uND ruRsED !i; !��!� //�'\ BY: MrDONAtn GEosGIENc,E \ \ \ \ \' 5t'fl� �D.�i> � yob PRESSURIZED SYSTEM \'/i/�/i //\/� . ,,, / / \/i;/i i :/i;,' solL �V�AT�F1® 81 "I' ";!�JRTfl'JC':;�\;\ ` \�;'�\` Dub ox ob o8-2oz2 /i\/ice/\/\/i •/. > HIGHEST EXPECTED 6ROUM)KATE2 PER 5G E: NONE SEE'PROPOSED BUOYANGY ANWHORIN6'NOTE(51TE PLAN AND \\ TE5THOLE=EL 1.0' WATER IN PALE SEE HYDROA67ICN AN600 BUOYANCY CALL AND DETAIL'ON CLOSEST 0565 WELL=EL 5.43' BR”FUME TO DW SP2 FOR PROP05ED METHOD TO COUNTER BUOYANCY 302 (HIGHEST RECORDED) Cq� (50 tr ELEV.-5J' BLN GRD of 4 >r-1 www.dignetnycli.com I NOTE: THE VALVE SHOULD BE THE HI6H POINT,WATER or Control Panel Wiring Diagram _ Key oI ofNEWYDRKCITY Model VCOM-S1 RO =Factory Wire 4renco I SHOULD DRAIN BACK TO THE PUMP TANK AND TO =Field wire www.call811.co j =Alternate Field Wire s r s r E M y 6EOMAT TO PREVENT FREEZING. By Q&LONG ISLAND (for other States A -Audio Alarm,115 VAC SUTH614AIRWAYAVEGO 000-272-4480 1 811 AL =Alarm Light 97479-012 OREGON 5C'W Pvc TEE: NOTE: PLACE D15TAL PORT AS =Audio Silence Switch 97479-9012 ! ---_ CCB=Controls Circuit Breaker E--options•--; = A55EMBLY AT END OF MAINFOLD I r DF =Fuse,t20VAC/tA TELEPHONE- I � By law,excavators and contractors working in For safety reasons,homeowners are strongly ( PRL i M =Motor Contactor FOR FLUSHING \ the five boroughs of Now York Cit and Nassau encouraged to call as well when Tannin an lllM?348.9843 / 9 Y 9 planning Y A G PCB=Pump Circuit Breaker 5GH4O P'VG PIPE 0 and Suffolk Counties on Lon Island must + ' X2 X1 : PSA=Phone Line Sur a Arrester (5411459-4444 9 type of digging on their property. 9 FLOW 6e0MQt LATERAL contact DigNet,1-800-272-4480 or 811,at least Homeowners can contact us directly at ------------------------------................ PSA •---------- PSC=Power Supply Cord(24VDC) WEBSITE. AL RTU ATRTU-t00 Controller 48 hours but no more than 10 working days 1-800-272 4480 or by calling 811,the Xt R X2 A2 M At wwwarenco com O Q (excluding weekends and legal holidays)prior national call before you dig number.For TL =Terminal Link f I to beginning an mechanized digging or excavation work completed on personal TR =Transformer 120 36'18VAC ��'TAi�K>t`ND/OR 9 9 Y 99 9 PLAN VIEW IMREATMBJT SYSTt f�fRANSPORT PIPE EQUALIZATION PLAN Y I EY Y excavation work to ensure underground lines property,it is the contractor's *Options ` are marked.Excavators and contractors can responsibility--NOT the homeowner's--to AUTO NO TION) THROTTLE VALVE also submit locate requests online,through contact DigNet.Having utility lines marked HT =Heater 5OH40 PVC, CD. trw NV TO [TIC.If you do not currently use ITIC,please prior to digging is free of charge. (tAAN? PL =Power Light PRL-Pump Run Light I MANIFOLD PIPE CLEANOUT 6RADE RUNOFF call 1-800-524-7603 for more information. 004 DO3 002 DOl COM SA _SurDIVERT ❑ ❑ ❑J3 J1 F150-41 3} ' , 5 TB2 -Surge Arrester O ��I LSTItJ 015TAL HEAD PORT RTU i l I L I�(1- - Remote Alarm Connections PLA5TIG R15ER W/ 0 a GRADE TO DIVERT P11 'STATION WATERTIf�tT GAP 6E"T GENERAL REQUIREMENTS CONTINUED: Dglt DO) 111 112 14 113 15 11A II 115 17 116 R 7) R 8T 4VD(g TBt "" �,w"" RLINOFF TR 0renco Model THREADED ADAPTER AHw or equty. DE516N SOFTWARE FOR PUMP,LATERAL LINE,TRANSPORT PIPE,MANIFOLD,ORIFIGE SIZE AND ADDITIONAL 14 M t3 ----------- Note:ttSVACsignalispresent II! Ili i! IIIc Ilii ! 1• DISTRIBUTION PIPE HEAD LOSSES 15 AVAILABLE BY EMAILING REQUEST TO INFO®GEOMATRIX5Y5TUEM5.GOM. Ji [7J Options* during alarm cond};ons. %H40 PVC GATE VALVE BASED ON THE SYSTEM DE516N A 5ERIE5 OF ORIFICE HOLES ARE DRILLED DOWNWARD(SIX O'CLOCK PSC � PL� POSITION)AND SPACED ACCORDING TO THE DOSING REQUUIREMENT5 OF THE SYSTEM.DURING 0 As G WATERTTIG1{( CAP GEOMI�T-TYi'I GSL LAYOUT 5GH4o PVC,PIPE FROM GOJ5TRUGTION/FABRIGATION OF THE D15TRIBUTION LATERAL A NEW/5HARP DRILL BIT SHOULD BE USED X1 x2 Terminal Block Types - YP For VCOM-S RO PRESy1RF FIELD \i\�\\� \\�i\\\ TO A`55URE A5 SMOOTH AN ORIFICE A5 P055IBLE.ALL DRILL 5HAVIN65 AND BU2R5 MUST BE i "T operation description, 50440 5GH40 PVG PRESSURE PRE55URI ZED 5Y5TEM ����\\��i i\\� \% REMOVED FROM THE PIPING WITH A SLUG AND/OR BRU5R 6EOMATRIX 6E000ARDt ORIFICE SHIELDS --------- ❑ o ••see drawing no. PVC GATE VALVE LATERAL(RIFER TO \\\�\ \\%\� \\i\ MUST BE INSTALLED OVER THE ORIFICE HOLES AND GLUED IN PLACE WITH PVC,PRIMER AND 6LUE- Standard Sure EIN-CP-OP-498'•. ii \ \\i \\ 56HEDULE 40 PVG OR SWEEP ELBOW5 OR TWO 45 DEGREE ELBOW5(ALSO GALLED TURN UPS)SHALL BE Pr t^g[C 6EOMAT DETAILS) \ \ \ ATTACHED TO THE P15TAL END OF EACH GEOMAT DISTRIBUTION LATERAL TO FACILITATE SETTING AND TEE �� MANIFOLD \\\\\i\ \\� MEA5URIN6 P15TAL HEAD,MAINTENANCE AND INSPECTION.A 5TANPARD NINETY ELBOW SHOULD NOT BE USED BEGAU5E IT WILL INTERFERE WITH MAINTENANCE ACTIVITIES.THE OPEN END(UPWARD END)OF THE 1-1 1-2 PIPE I TURN UP NEEDS TO BE GL05ED OFF WITH EITHER A BALL VALVE OR THREADED PLUG OR GAP-THESE — w� M Power Wiring Options �\���\\\�-- \\\%-`%\\\= 7t _ _ \\\ice\\\iPRESSURE PIPE TURN UPS ALSO SERVE A5 D15TAL HEAD PORT5 FOR MEASURING AND 5£TTING P15TAL HEAD ON THE �roind Two Circuits One Circuit \� \TL CCR ' 'PCF i %\\ � \\ / \ 6EOMAT LATERALS ❑i Q 0 4 5 JT2 -:A+ iA. N Nt Q �\\\��\\\moi\\\�� TRENCH 5PAGIN6 AND MAXIMUM LEN6TH Strip ,loA 2oA O O 5OH40 PVC PIPE \\\� \\\ \�\\\ \�\\\�� /"-' THE MINIMUM TRENCH 5PAGIN6 SHALL BE TWO FEET EDGE-TO-EDGE UNLESS APPROVED BY 6EOMATRIX i 2 •-- ---- \\ .. i SA f0 0 t0 20 \ AND SUFFOLK COUNTY DEPARTMENT OF HEALTH. 0 0 0" on 0 0 ov o" COVER TO ` COVER TO MAXIMUM LATERAL LENGTH,WITHOUT A SUPPLY T,SHOULD NOT EXCEED FIFTY FEET.ACTUAL LEN6TH5 WILL • r _ r Options' : � , •-----------• • ..._.. .......... ; g (RADE i For float arrangement diagram, S•-- _:: .---_.• ....... .;- 9 0 0 0 6RADE VARY BETWEEN DESIGNS AND ARE ACCEPTABLE A5 LONG A5 THE MINIMUM TWO FEET OF DISTAL HEAD SECT O Phone see drawing no. 't Green " "' ^I " v' I,,,'i1 PROP05ED/EXI5TIN6 GRADE II 15 PRESENT.DESIGN MANUAL FOR 6EOMAT PRESSURIZED SHALLOW DRAIN FIELD APPLIGATION5- Line "EDW-FA-S-34". Controls Pump Controls Pump Ground -- �OMQt 5UFFOLK COUNTY,NEW YORK-PAGE q OF 15 In I Neutral Neutral Lt a FLOW EQUALIZATION PROCEDURE: GLEANGUT ' ' DletrlbAllon Pipe DRAIN FIELD COVER I. INSTALL CLEAR PIPE TO ADAPTER P AND DISTAL Telephone Line Connection From Main Power Panel 0-0 i i G) z ••• DRAIN FIELD COVER SHALL BE R MINIMUM OF 6`.UNIFORM COVER DEPTH OVER THE DRAIN FIELD RESULTS P m 2. OPEN p,�VALVES. EQUALIZATION Transport Pipe FEAR PORT IN CONSISTENT OXYGEN TRANSFER TO THE ENTIRE SYSTEM. THE FINAL GRADE OVER AND AROUND THE p 115 vac,t Phase,so H:. i I g � ' g 3. TURN ON PUMP AND NOTE ELEVATION /THROTTLE � J Main disconnect o ° o ° ' ( VALVE IN Or 1fIGe 5hiel IN VALVE BOX DRAIN FIELD SHOULD DIRECT STORM WATER SHEET FLOW AWAY FROM DRAIN FIELD.WHEN 1-44, provided by others. m z ? 3 Q NUI X r- a OF WATER IN EACH PIPE. BAGKFILLIN6 THE SYSTEM,CONSTRUCTION STAPLES CAN BE UTILIZED TO HOLD DOWN PIPIN6 Pump N r use one wire nut to connect the um 4. EQUALIZE HEIGHT FOR EACH WITH BOX Fabric COMPONENTS AND MAT,BUT THEY SHOULD NOT PENETRATE THE TOP FABRIC. CARE SHOULD BE 115 VAC 11 Hp. _-w � pump --\\ 1 Phase 1 1 p, w and controls circuit breakers together M,�,�\ EXERCISED TO KEEP A MINIMUM OF b"OF COVER MATERIAL OVER THE 5Y5TEM BEFORE OPERATION O�enco Model GATE VALVE AT START OF LhTERAL. Connect phone line to ATRTU 100 with the incoming Lt power line.Use ` OF LOW GROUND PRESSURE EQUIPMENT. EXCAVATION EQUIPMENT SHOULD NOT EXCEED 10 P51. another wire nut to connect the pump 5. AFTER EQUALIZATION,TURN OFF PUMP RJ-11 jack on phone line NOTE:Motors must have Factory default. and controls neutral blocks together o 0 0 0 TURNING EXCAVATION EQUIPMENT ON TOP OF THE GEOMAT SHOULD BE AVOIDED.TAKE GAPE TO NOT sure arrestor/DSL filter. internal overload rotect'on Wire as shown. with the incoming neutral line. AM F13-OVE PIPES• GL05E VALVES 9 P 9 OPERATE EXCAVATION EQUIPMENT IN THE SAME LOCATION A5 THIS CAN COMPACT THIS REGION AND REINSTALL GAPS. RELATIVE TO OTHER AREAS. EDW-WD-S-148 1112 ` THE AREA DIRECTLY ABOVE AND ADJAGENT TO ANY SEPTIC DRAIN FIELD SHOULD BE PROTEGTED FROM m Rev.9.0®11!21118 HEAVY VEHICLE TRAFFIC AND EXGE55 WEIGHT LOADS BEFORE,DURING AND P05T CONSTRUCTION. • 6EOMATRIX 5Y5T1=M5,LLC, ` / b'MIN TH15 15 ESPECIALLY IMPORTANT WHEN U51N6 6EOMAT. 6EOMAT SYSTEMS ARE LOCATED GL05E TO 114 MILL ROCK ROAD EAST THE GROUND SURFACE AND THEREFORE 5 WEPT113LE TO DAMAGE AFTER GON5TRUGTION •� OLD SAYBROOK,GT 064-15 ON ALL NEW GONSTFIXTION.IT 15 RECOMMENDED THAT THE PPOP05EP DRAIN FIELD LOCATION BE 860-510-0130-PHONE STAKED AND FLA66ED/FENGED TO PREVENT ENCROACHMENT DURIN6 HOME GONSIIRUGTION. IF w 860-510-0-M_'FAX VEHICLE ENCROACHMENT 15 EXPECTED TO BE A PROBLEM AFTER CONSTRUCTION,SOME STRUCTURE, ^ T— VGOM CONTROL PANEL, 888.501LAIR-TOLL FRS C 01�f AT LAG INC SYSTEMPRESSURIZED. SUCH A5 GARDEN TIMDER5,RAILROAD TIES,FENCES OR WALLS 5HOULD BE USED TO PROTECT THE F�+-i V — • =1 �,f f I$ %.(.�^; ` *(.;. F MODEL VGOM-51 RO INFOo6E0MATRIx5Y5TEM5.GOM DRAINFIELD AREA. THE DRAIN FIELD AREA SHOULD BE FREE OF DEBRIS AND PLANTED WITH GRASS. m Y: (SEE WIRING DIA, H4ABEOMATRD6Y5TB"5.GOM Tu ice I Longitudinal Gross Sect ion IMPERMEABLE MATERIAL5 AND STRUCTURES SHOULD NOT BE INSTALLED OR 5TORED OVER THE DRAIN 0 THIS DWG) J� FIELD.TREES AND SHRUBS SHOULD BE KEPT A MINIMUM DISTANCE OF TEN(10)FEET FROM THE DRAIN e"--Ieo% . 5rAIF• NONE FIELD UNLE55 A ROOT BARRIER 15 UTILIZED. ROOTS FROM NEARBY M015TLIRE LOVING TREES SUCH A5 w m X WILLOW,BLACK LOCUST AND RED MAPLE MAY CAUSE PROBLEMS WITH ROOTS GLOt661N6 DRAIN FIELD `� < llw UP b I LATERAL ORIFICES. 6REATER 5ETEIAGK D15TANGE5 ARE RECOMMENDED FOR THESE TREE SPECIES F�-�iLL O WITHOUT USE OF A ROOT BARRIER. X Z (2) 2x8 x (LENGTH TO 501T) AGO 05E (b))5'0 5.5. L.A6 BOLT W/ MAINTENANCE REQUIREMENT5 Applications General HORIZONTAL GR05S MEMM13ER 5.5• WASHETR 6 HEAD SAND FILTER AND I/A OWTS EFFLUENT 15 LOW IN BOD AND TSS;HOWEVER,OVERTIME,BIO SOLIDS OR O pp PROP05ED /EXI5TIN6 GRADE (TYPICAL) (•� 0 EA. P05T) SLIME CAN ACCUMULATE IN 6EOMAT LATERAL PIPES AND ORIFICES AND CREATE UNEVEN WASTEWATER r1r'� < A l Ili i Ili i I I U l l n i i ! I! !n n l!I!. I h i ! l n ! ! 1 D15TRIBUTION ALONG THE LATERAL. TO UNGLO6 THE ORIFICES LOCATE THE 015TA L PORT VALVE 11'•--''--�� _ Orenco= S-Series Simplex Control Panels control single pumps in Orenco S-Series Simplex Control Panels are electromechanical BOXES AND OPEN THE TURN UPS ON THE END OF EACH LATERAL LINE. MANUALLY JENGAGE THE PUMP O W effluent sewer(STEP)systems,onsite septic systems,and for pump panels for controlling single pumps.Standard features include an (1) 2x AGO TIMBER 51-ELF x + ETU LIFT STA TO PURGE ANY L005E 50LID5. ONCE ALL NOTICEABLE 501-105 ARE DESIGN MANUAL FOR GEOMAT (� IL control into conventional gravity sewer systems. Automatic/Off/Manual (Auto/Off/Man)toggle switch,controls circuit DEPTH TO AGGOMMODATE BLOWER I ELEGTRIGAL EL ECTRIGAL PRESSURIZED SHALLOW DRAIN FIELD APPLICATIONS-SUFFOLK COUNTY,NEW YORK-PAGE 10 OF 15 rosco is Membrane ., breaker,pump circuit breaker,automatic motor control operation,and " !9 p (I) 2x4 AGO BACK BOARD GNTL PNL GNTL PNL 12 DEEP LENGTH TO 501T 'H' FRAME • 12'w x 1411 • PURGED,SHUT OFF THE PUMP. A BOTTLE BRUSH(OF THE SAME 51ZE OF THE LATERAL PIPE)ATTACHED TO N an audible/visible high water level alarm with auto reset.Specifications " :`� SANDY LOAM (Y"DISTRIEIUTION PIPE A SMALL PLUMBER5 SNAKE 15 THEN PUSHED DOWN EACH LATERAL LINE. WITH THE BOTTLE BRUSH _ for standard and optional features are listed on page 2. I' i'.''..` • • REMOVED,MANUALLY EN6A6E THE RIMP AGAIN TO RUSH OUT ANY L005E 501-195 IN THE LATERAL Q • PROVIDE SPEGIFIED OtkO l.C�1=HOLES �/ m „ . v •I LINE. TO INCREASE THE FLU5HIN6 ACTION AND V£LOGITY,BEFORE AND AFTER BOTTLE BRUSHIN6, I+i All S-Series control panels have a 120 VAC controls circuit • PROVIDE ORIFICE SHIF�l;1 :PER'MAKE. • _ OPEN ONLY ONE EO)ALIZATION VALVE AT A TIME. ALTERNATIVELY,A SMALL.ETTER MAY BE USED TO • breaker.S1 panels have a 120 VAC pump circuit breaker, 11 o REMOVE ANY ACCUMULATED 50LID5. -t eciffed Orifice l:';; ::: '::'`I —_ while S2 panels have a 240 VAC pump circuit breaker. _ IT 15 RECOMMENDED THAT TYPIGALLY THE LATERAL LINES OF THE DRAIN FIELD BE SERVICED ANNUALLY. —I ' 1 I IF BEIN6 USED IN CON.t1NGTION WITH A PRE55URE FILTER IT MAY BE P055113LE TO EXTEND THI5 w z- CeoGuard Orifice Shl id;- All S-Series panels can be used with both mechanical and _` FREQUENCY. AN INDICATION OF ORIFICE GLC661N6 15 DISTAL HEAD PRE55URE INC;REA5ING BY MORE s.. �- `V�� •I • THAN 20%OR PUMP RUN TIMES INCREASE BY GREATER THAN 20%RELATIVE TO NUMBER OF POSES. mercury float switches. S Native Sofl and/o} _' :. i __j-1.r. = .I If 1. THE SEPTIC TANK AND TREATMENT SYSTEM SHOULD BE PUMPED,MAINTAINED AND OPERATED Listed per UL-508 and cUL-508; CE-listed versions of S-Series ecffled Flll - d`. j STAINL E55 STEEL ANGLE FOR AGGORDING TO THE REQUIREMENTS OF THE MANUFACTURER AND APPLICABLE REGULATORY ENGINEER: r I t, r' PROPOSED 2x SF�LF SUPPORT AGENCY. u -- panels are available. p y �{� _ THE CONTROL PANEL 80XUF Gy'Z, [ it�, )' N,:• .. ,. TrarmissNe Gore `` 4x4x8'L6 AGO TIMBER P05T MUST EE PLACED oUr51DE REGOMMENDATION5 TO THE HOME OWNER: - - �P BEY e : : <� MINIMUM GOVER 36 BELOW GRADE Otenco S Series Sin;plex Control Pane!(S1ETA9CT shol;n) � I _ " ON A SUITABLE PEDESTAL 5EPrIG DO'5 AND PORTS -X .. .... :... WPI VIEW OF TfE SYSTEM — DO :4 z :-:=.:.:.:,: .,.,:::�>_:: ..-.�..-:�;::.:.,:;•.: >-,;..,;:� ..::.-•.,;::.:-_ :.:::�:�-•�.;. :_: ::;-... .- :.-fi ::.::•:;.-- :::,.,:... ,::.;::.:.;.-:..• INCASED IN POURED CONCRETE IN 12 z _ WASTEWATER THAT MUST BE TREATED AND 0I5905ED €F 39" WIDE MAT _: '' DIAMETER 50NOTUE3E. (TYPICAU PHLS AND HLOWEtZ SHALL REPAIR ANY FAUCETS AND TOILETS m O FIN1 �BE MOLINTED 5 't`� m • ONLY DISCHARGE BIODE6RADABLE WASTES INTO 5Y5TEM Ln dZ� Z c / Jt Materials of Construction 3')C'x1211 REINFOR. N OF GROUND WATER 6EOMAT GORE ABOVE B.WH�ADE�15 RESTRICT GARBAGE DISPOSAL USE S© 1 P.G.DEADMAN W/ ID" DEEP X 301.0"WIDE Ham DIVERT DOWN5POUr5 AND OTHER 5URFAGE WATER AWAY FROM YOUR DRAINFIEI D �'O 0 3 93 Component Material '`�, \ I LIFTING RIN65 5E� 51TE PLAN FOR LATERAL 6RADE KEEP YOUR SEPTIC TANK.COVER ACCESSIBLE FOR TANK INSPECTIONS AND PUMPING �' S 1011' / Enclosure lN-resistant fiberglass,T1W 4X(IP 66) O QUANTITY,LOCATION,LENGTH AND PATH I I HAVE YOUR 5EPTIG TANK PUMPED REGULARLY AND CHECKED FOR LEAKS AND GRAGK5 �``^ Hinge Stainless steel FLOIVI G01/ER FLOW /�//� 1 /�// /� I /�//�\/ COMPOSCALL A T YOFE5510RAL WHEN YOU HAVE PROBLEMS OUR GARBAGE OR PUT IT IN THE TRASH �FFREY T. EKITLER,P 1=. Latch Stainless steel OF 24"0 CEOMAT± LEAGHINC- 5Y5TEM HY6RO5GOPIG MEMBRANE �j a ��j�� ��j a ��j� FROM ETU B N 4 TO 1 EACHIN6 FIELD ��/�\� I I ���/�\ \� ..I I �\�/�� DON'T: . . C, REINFORCED CONCRETE Typical Gro55 Sed ion // 1 \ /j 1 \� FLUSH SANITARY NAPKINS,TAMPONS,CONDOMS,616ARETfE EIM75,DIAPERS,WIPES AND SUCH Q Specifications ANTI-FLOATATION COUNTER 1^EIGHT - Not to Scale - \� I I I ° a \\� 1 I I ° a \� PRODU�GTS INTO YOUR SYSTEM. O m 'PLAN VIEW' \/ f I \/ I ( / DAP SOLVENTS,OILS,PAINTS,PAINT THINNER,DISINFECTANTS,PESTICIDES OR P0150N5 DOWN THE rT Feature Specifications J F+-4 Height,in.(mm) 11.5(292) I I a ° I (o ° D16 IN YOUR DRAIN FIELD OR BUILD ANYTHING OVER IT. a PLANT ANYTHING OTHER THAN 6RAS5 OVER YOUR DRAINFIED, LL_ VAdth,in.(mm) 9.3(236) ORI4IGO 34'6ASKETED 6EOMAT GENERAL NOTES AND REMIREMENT5: TRANSPORT LINES DRIVE OVER YOUR DRAINFIED OR GOMPAGT IT IN ANY WAY. � � Z � BASIC,DESIGN PARAMETERS GENERALLY THE EFFLUENT TRANSPORT PIPE FROM THE TREATMENT UNIT TO THE GEOMAT I ( I ( E I Z Depth,in.(mm) 5.4(137) FIBERGLASS LID W/55.BOLTS,FIIORENGO INTERNAL SPLICE REMEMBER TO FOLLOW THESE PB16N PARAMETERS WHEN DE516NIN6 AND INSTALLING 15 V2"TO 3"5GHEDULE 40 PVC,PIPE.THE ACTUAL PIPE SIZE WILL DEPEND UPON SUCH 80X,MODEL 5134 GEOMAT. FACTORS A5 DISTANCE,PUMP HEAD,SCOUR VELOCITY,FRIGTIONAL LOSSES AND PROPOSED I I ( 1 ( Q N o Q S1 panel ratings' 120 VAC,1 hp(0.75 kV&16 A,1-phase,60 Hz � W ORENGO iY4 DISGHAR6E ASSEMBLY, PRESERVATION OF THE NATIVE 501L BETWEEN TRENCHES AND MINIMIZING ITS DESIRED PRESSURE AT THE DISTAL ORIFIGE5.THE TRANSPORT PIPE SHOULD BE t 1 m S2 panel ratings" 240 VAC,3 hp(2.24 kl'a�16 A,1 phase,60 Hz MOVEL W1255 INTERNAL 5PLIGE BOX, D15RL PTION AND GOMPAGTION DURING GONSTRUUGTION 15 E55EUTAL TO MAINTAINING SLOPED EITHER BACK TO THE PUMP BA51N OR TOWARD 1}F GEOMAT TO DRAIN THE H FRAME DETAIL H ,� I ~ } EL 554 501L 571YTURE AND THEREFORE WATER AND OAS MOVEMENT IN THE 501L AROUND LINE AFTER EACH 005E IN 5CME GASES IT MAY BE BETTER TO SLOPE THE Qt < Ln Z Q Pump mnfors used with!hese parle!s require interna+o:egoad protection. THE TRENCHES.FOR THIS REASON,GONSTRULTION 15 TO BE TRENCH-BY-TTRENGH WHEN TRAN5PORT LINE IN BOTH DIRECTION5.TH15 SHOULD BE DONE TO PREVENT FREEZING IN ~ (STRUCTURE FOR I/A OWES CONTROL. � 5 :2) IY FLOW FROM ETU FLDW TO LEAGHIN6 FIELD P0551BLE UNLE55 A G33 SAND LAYER E UTILIZED A5 A BASE,AROUND AND GOLD WEATHER AN ANTI-SIPHON DEVICE SHOULD BE USED WHERE ANY CHANGE OF PANEL BLOWER MOUNTING AND 4 4 4 Z < ( I < [L GOVERIN6 THE 6EOMAT- SIPHONING OF THE RUMP TANK MAY OCCUR.DE516N MANUAL FOR 6EOMAT NOTE: ADDITIONAL GLEAN OUT SHALL BE PROVIDED O 0 (Y IL PUMP DISCHARGE IY"m TRAN5PORT LINE TO ORAINFIHD, DE516N MANUAL FOR 6EOMAT PRE55URIZED SHALLOW DRAIN FIELD APPLIGATION5- PRE55URIZED SHALLOW DRAINFIELD APPLICATIONS-SUFFOLK COUNTY,NEW YORK GONTROL PANEL FOR LIFT STATION) � W t— IN INTERIOR OF BLD6,NO HOU5E TRAP 5HALL 13E w N 1 Q < FIELD INSTALL FIELD INSTALL 6ROMP ET,MODEL 6125E SUFFOLK GOl1NTY,NEW YORK PAGE T of 15 -PAGE 8 OF 15 SCALE: NONE PROVIDED PER IRC 2015,P'3201A r� I Z � CJ 4'6ROMMET INLET ORENCO FLOAT ASSEMBLY,MODEL MF31I `.J —L W CONTROL PANEL PIPE,MODEL 674E KEEP THE BOTTOM OF THE GEOMAT SHALLOW(6-IS INCHES BELOW EXISTING AND DISTRIBUTION MANIFOLDS AND LATERALS O m �' ONh�IGH `� FINISH BRADE5); GEOMAT D15TRIBUTION MANIFOLDS ARE TYPICALLY i2"TO 3"5GHEDULE 40 PVG. SCALE:NONE R'OFF SEPARATION TO THE 5EA50RAL HIGH WATER TABLE 15 3 FEET,UNLE55 OTHERWISE DISTRIBUTION LATERALS ARE TYPICALLY I"TO 2"5GHEDULE 40 PVC.51ZE 14LL VARY STOPPER OR SUITABLE Q _� N ORENGO PUMP BASIN W:LOW WATETR/R VLWANT OFF APPROVED; DEPENDIN6 ON DESIGN AND 517E CONDITIONS.DISTRIBUTION LATERALS 5HOULD HAVE REINFORCED GONG.SLAB, END PLUG C'� Z W/FLOW(NDIIGI=R, SEPARATION TO IMPERVIOUS LAYER SHALL BE 4 FEET,UNLE55 OTHEM15E APPROVED, FLOW EOJALIZATION VALVES IN5TALLED TO PROVIDE EQUAL FLOW OF EFFLUENT TO 6'x6"xlo"WhM TO 6RADE Z Z #X N MODEL PB2460FI ORENCO H16H HEAD R' KEEP THE BOTTOMS OF THE INDIVIDUAL GEOMAT LATERALS LEVEL; ALL ROW5 WHEN 6EOMAT LATERALS ARE AT VARYIN6 ELEVATIONS.FLOW NSE GHAIRS) O (v MODEL PF3005(BY DE516NEI'LI DO NOT OVER-016 THE WIDTH OR DEPTH OF THE DRAIN FIELD TRENCHES, EQUALIZATION VALVES ARE OFTEN INSTALLED IN THE PUMP CHAMBER FOR EASY LJ L I— �[ �� PROVIDE FOR LATERAL PIPE DRAINAGE AND MAINTENANCE ACCESS; OPERATION,PROTECTION FROM DAMAGE AND PREVENTION OF FREEZING.A Z STEEL LIFIN6 RIN65(3) AVOID WORKIN6 501L5 THAT ARE M015T OR WET BECAUSE THEY CAN EA51LY SMEAR DISGONNEGT/THROTTLE VALVE SHOULD BE INSTALLED DOWNSTREAM OF THE PUMP TO - 1 lS� 0 (y O AND GOMPAGT; THROTTLE AND SHUT OFF FLOW TO THE 6EOMAT PIPING. :••-:•• a' :aX :X 1--1 REINFORCED GONCPETE ANTI-FLOATATION FLANGE: 5GARIFY THE DRAIN FIELD BASE WELL BEFORE IN5TALLIN6 COMPONENTS. NOTE: SMALL LATERAL AND ORIFICE 51Z£5 ARE RECOMMENDED TO PROVIDE THE � 'ELEVATION VIEW' O.A.SQUARE= 36'x 36"x 12"DEPT}f HIGHEST P0551BLE SCOURING VELOGITY IN THE LATERAL5,TO MINIMIZE ORIFIGE O Q r � RECESSED FOR BASIN: 24"DIA x b"EMBEDMENT WHEN FIRST REVIEWIN6 A 51TE AND DEVELOPING A DE516N,P051TION THE 6EOMAT GL0661N6,AND TO PROVIDE A5 EVEN P15TRIBUTION OF WA5TEWATER A5 POSSIBLE. TYPICAL 5BCR PIPE � 2 7 U ORENCO LIFT STATION DRY WEIGHT: 3'SQUARE DEADMAN,1,124 1% LATERALS PARALLEL TO GROUND SURFACE CONTOURS WHENEVER POSSIBLE.THIS WILL HOWEVER THIS REQUIRES THAT THE TREATMENT 5Y5TEM OPERATE AT THE SPECIFIED i BUOYANCY CALCULATION: ORENCO TOTAL EIASIN BUOYANCY: 1,124 LBS @ 6'SUEfM1 ION. HELP MAKE IT EA5IETR TO KEEP DRAIN FIELD BASE ELEVATIONS UNIFORM.DE5GNING PERFORMANCE STANDARD OR ORIFICE GLO651%CAN RESULT.WHEN 501L AIR TYPICAL SLAB DETAIL EXTERIOR 30" ELBON Z Z BUOYANT FORGE 15 RESULT OF AIR VOII WITHIN CAMfAINERS SIMPLEX DISCHARGE AN,2qb 1 86(2q(3'SQUARE BURY DEPTH OF THE PERPENDICULAR FIELD TREN HILL BE 55HHALLIOW-PLACED,WHEREAS THE LL WAN THAT THE IRAO ENT DESIGNS SHOULD AGGOIINT ENT END SYSTEMS ARE UTILM,TFOR A MINI OFHE ORIFICE S2 FET OF D15TAL HEAD AND A MAXIMUM D TYPICALLY BE Ilb""TO 511b". AT ETU BLOWERS. UNIT CLEANOUT1- 3,2961-65(29250)AT 6 BURY DEPTHx� • -S FULLY IMMERSED IN WATER PUMP BASIN DETAIL ANTI-FLOATATION TO BE CALCULATED BY DESIGN END WILL 13E MUCH DEEPER. OF b FEET AT THE DISTAL END OF EACH BEOMAT P15TRIBUTION LATERAL. N.TS. i SCALE; NONE PRDFE5510NAL BASED ON FIELD CONDITIONS WITHIN REASON,SMALL FREDUENT DOSES OF EFFLUENT TO THE GEOMAT ARE PREFERRED O O Q BUOYANT FORGE OF BA51Nr OVER FEWER LARGER 005E5r HOWEVER,RE5T/RE-AERATION INTERVALS M95T AL50 O BASIN WCI6HT(INT.VOL.BUOYANT FORGE) BE PROVIDED FOR;4-8 POSES A DAY 15 M05T COMMON.PUMP CHAMBERS 5140911 FLOW� �� Z @ b'SUBMERSION = 1,124 LB5 BE DESIGNED WITH FLOAT SWITGHES GONTROLLIN6 HIGH WATER ALARM,PUMP ON/OFF, L1 TOTAL BUOYANT FORGE = 1,124 L55 ORENGO NOTES: AND LOW WATER/R.EDUNDANT OFF.AN EVENT COUNTER 15 RECOMMENDED. INTERNAL bO• WE TO 5AN. SYS. v PAGE 6EOMAT EXCAVATION REQUIREMENT5 BLDG PIPING Z ANTI-BUOYANT FORGE: ORENCO PUMP BA51N HEIGHT TO BE GUT TO PRECAST ANTI-FLOATATION COLLAR(A5 THE 501L BETWEEN THE DISPERSAL TRENCHES SHALL REMAIN UNP15TUR3ED WH1EN LU " POSSIBLE.IF THE PRESENCE OF BOULDERS OR OTHER OB5TA6LE5 MAKE TRENGH W 36 X 36 X 12'DP SQUARE GONG DEADMAN IN DESIRE LENGTH IN FIELD SHOW GON5TRUGTION IMPRACTICAL THE ENTIRE LEACH FIELD AREA MAY BE EXCAVATED AS NOTES: LU 24'OD.x b"DP BASIN EMBEDMENT= 2,161 LB5 • PUMP 5Y5TEM DE516NED FOR VEA4AN7 005E a ANTI-FLOATATION COLLAR MEET5150%AT NE(E55ARY,BACKFILLED WITH A SUITABLE SAND FILL SUCH AS A5TM G-33 SAND TO u- BA51N 1,,111= 1.129 LBS FLOAT HEIGHTS TO BE AD MTED BY IDI MU SUBMERSION I.FOR GLEANOUT(5)LOCATED IN TRAFFIC AREAS, W TOTAL ANTI-BUOYANT FORGE= 3,2gb LBS PUMP BA61M VOLUME: 1.88 6ALLON5/INCH ANTI-FLOATATION DETAIL TO BE THE DE516N ELEVATION OF THE BOTTOM OF TRENCH Rte THE 6EOMAT GONSTRUGTED PROVIDE WITH TRAFFIC BEARING FRAME AND COVER. (Y OIRENG0 H16H HEAD PUMP TO BE 51ZED BY GAL.GULATED BY P S16N PROFESSIONAL AND BACKFILLED IN 033 SAND. 2.FOR U5E WITH BUILDING EXTENNONS/GONNEGTION5. lfl ANTI BUOYANT FORGE EXCEEDS BUOYANT FORGE BY A 2.42 SP3 DESIGNER ANTI-FLOATATION TO BE CALCULATED 2 SAFETY FACTOR " INLET/OUTLET 6ROMMET5 TO BE FIELD BASED ON SPEGIFIG SITE CONDITIONS D INSTALLED of 4 SCDS SET WOVEN WIRE FENCE 5YM130L GRADE a CRI =EL 14.0' (MIN. 14 1/2 6AU6E W/ GRADE a GR2 =EL. 163' 10' MAX. G. TO G. MAX. b"ME514 5PAGING) +-I I++H++H+I I+4-1 1+++fes 6RADE a CR3 = EL. 163' J COMPACT FILL .�� 36 " MIN. LENGTH FENCE h/ POSTS DMIN. Ib" �,. ,�J''✓✓ INTO GROUND. l / ' HEIGHT OF FILTER = Ib" MIN.I/ ILI t� y '/ �1✓, TOP a '41v EL.143'MIN-13.3'MAX TOP a GR3: Y 13.143'MIN-133'MAX EXISTINS ELECTRICAL PERSPECTIVE VIEW _ ; SERVICE GABLE IN CON7UIT- " BOT®CR2 � 3�AMP AMP(( CONDUIT,Mitt 3b MIN. FENCE P05T EL.142 MIN-132MAX 400 AMP(4"GONPUIT,MIP) WOVEN WIRE FENCE (MIN. 14 1/2 BOT a GR3: 6AU6E W/MAX. b' MESH 5PAGIN6) ti EL.14.2'MIN-13.2 MAX N L IGATION 8 TEL) WITH FILTER CLOTH 3 / FLOW �— U0I5TURBED GROUND COMPACTED 501E l ` �� '" F'P Z% TDP® GRI= EL 12'0 %� y\ SANITARY 1RAN5PORT PIPING EMBED FILTER CLOTH A MIN. OF b" IN GROUND. I " z BOT a URI L.I2.02' ?� SECTION vIEW /Y CON5TRUGTION 5PEGIFIGATION5 yy?; I. WOVEN WIRE FENCE TO BE FASTENED 5EGURELY TO FENCE P05TS WITH WIRE TIES z /> 0 � OR STAPLE5. POSTS SHALL BE STEEL EITHER "T" OR 'U" TYPE OR HARDWOOD. .' x 2. FILTER CLOTH TO BE TO BE FA5TENED 5EGURELY TO WOVEN WIRE n FENGE WITH TIES 5PAGED EVERY 24 AT TOP AND MID 5EGTION. FENCE 5HALL BE WOVEN WIRE, 12 1/2 GAUGE,b"MAXIMUM ME514 OPENING. k yf 3. WHEN TWO 5EGTION5 OF FILTER CLOTH ADJOIN EACH OTHER THEY 5HAL L BE OVER TOP a CRI = EL:q5' y . LAPPED BY 51X INGHE5 AND FOLDED. FILTER CLOTH SHALL BE EITHER FILTER X, TOP a GR2 =1=L. 11.8'/ , PROP05FD I'WATER MIRAFI IOOX, STABILINKA TI40N,OR APPROVED EQUIVALENT. TOP a GRP,_,EL. II,B'x, xl % SERVICE SPLICE � . 4. PREFABRIGATEID UNITS SHALL BE 6EOFAB,ENVIROFENGE,OR APPROVED EQUIVALENT. BOT a GRI = EL.q.42' ' / BOT a GR2 = EL. 11.13' 5.MAINTENANGE 5HALL BE PERFORMED A5 NEEDED AND MATERIAL REMOVED WHEN BOT a CR3 = EL. 11.73' 'BULGES' DEVELOP IN THE SILT FENCE. Jar' m U U5.DEPARTMENT OF AGRICULTURE , /X: ((� NATURAL RESOURCES CONSERVATION SERVICE SILT NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION FENCE NEW YORK STATE SOIL 4 WATER CONSERVATION COMMITTEE UTILITY -ROSSI N6 TABLE: � N No. UTILITIES INV. EL. a m SANITARY LINE EL. 12.02' CR1 WATER SERVICE LINE EL.4.42' O `9 www.dignetnycli.com (MAINTAINS MIN. 18"SEPARATION) X Of NEW YORK CITY www.callll811.com W < &LONG ISLAND (for other states) !!�—''�1 X Z U_ yg CR2 WATER SERVICE LINE EL.II:i3' H 800-272-4480 1811 EX.PWR/COMM 5ERV, I.E.OF EX19-nmG SERVICE DETERMINED BY MIN/MAX ( O BURIAL DEPTHS PER STANDARDS(SEE DIA.ABOVE) (IMAINTAIN5 MIN. 18"SEPARATION) M < By law,excavators and contractors working in For safety reasons,homeowners are strongly h-� the five boroughs of New York City and Nassau encouraged to call as well when planning any WATER SERVICE LINE EL.1173' O lU and Suffolk Counties on Long Island must type of digging on their property. CR3 EX.Pyr COMM SERV. I.E.OF E.XI5TIN6 SERVICE DETERMINED BY MIN/MAXQ- contact DigNet,1-800-272-4480 or 811,at least Homeowners can contact us directly at BURIAL DEPTHS PER STANDARDS(SEE DIA.ABOVE) O 48 hours but no more than 10 working days 1-800-272-4480 or by calling 811,the (excluding weekends and legal holidays)prior national call before you dig number.For (MAINTAINS MIN.18"5EPARATIOW = O to beginning any mechanized digging or excavation work completed on personal excavation work to ensure underground lines property,it is the contractor's w are marked.Excavators and contractors can responsibility—NOT the homeowner's--to also submit locate requests online,through contact DigNet.Having utility lines marked ITIC.If you do not currently use ITIC,please prior to digging is free of charge. 1 call 1-800-524-7603 for more information. CR 1 CROSSING / TRENCH DETAIL CR2 WATER SERVICE LINES, POWER & COMM SERVICE LINES, CR3 AND SANITARY OUTLET PIPING ENGIrE=R' NOT TO 56ALE �A ? ni 4 T' 9 � ')O�"'� 9 JEFFREY T. EILITL.ER,P.E. J 0 m C-'+ O z o N 24'm GA5T IRON COVER FLOCKHART 11- STORM DRAINAGE CALCULATIONS: FOUVRY COMPANY PATTERN NO.61128 [-� < O VOLUME = AREA x RAINFALL x GOEFFIGIENT OR EQUAL(ADJUST TO FINISH GRADE) Z O O O AREA = 6q8 S.F. PIPE: FINAL GRADE V LU t- IY RAINFALL = 2' = 0.161' GOEFFIGIENT OF IMPERVIOUS,SURFACE = IA M16HPOLDENSITY HYLEFlE(+ ) iv Z 1 24" / J To ZO -� -IW � I D th 'd, DEDICATED TO' 15'PIPE DIA,MIN. n 1 O Q EXISTING MODIFIED GARAGE(648 SFS ISG MIN.06 REQUIRED) 1, GAIL.: 6q8 S.F.x O.Ib7'x IAO = 1165 CUFT. TOTAL VOLUME REWIPM = 117 CU.FT. SIZES: 1 Z USE(I) -b'�x b'LIQ.DP.LEACHING POOL DRN INLET TO 5D CONN= 10 m MM I ' --_. rv �, 1.° Z I TOTAL VOLUME PROVIDED = 134 CU.FT. 50 TO 50 CONN= 15'�MIN <l { y 1; Axl. ��i O ROOF LDR CONN= 4'0 MIN y �_ BEARI SLAB C W n LU z (3 0 TOTAL VOLUME REQUIRED: 117 GU.FT.STORAGE NOTE:CONNECT DOHZPOUT5 TO I _ I � } lSl OL (N m TOTAL VOLUME PROVIDED: 134 GU,FT.STORAGE DRAINAGE SYSTE•t AS SHOWN I y1 WRAP WITH boz.(MIN) L I- N O USING 4'SDR 35. PITCH AT 1/8' PER DRAINAGE STRUCTURE NOTES: FOOT MIX POOOLIS.DIRECTION PROVIDE BOOT h NONWOVEN RIC) TILE Q LL �l ,� �; .� � :� ' (FILTER FABRIC) L/1 .. I. LEACHIN5 POOLS SHALL BE PRECAST GONG GEMENT 5TRUCTURE5 A5 MAMP. CONNECTION TO DOWN5POUT. -ALL WALL SECTIONS t O BY SUFFOLK PREGAST ING.OR EQUIVALENT. SHOP DRAWIN66 SHALL BE 42 4. Z Ela 5UBMITIED TO THE TOWN ENGINEER FOR APPROVAL. =� !;TOPS SHALL BE SET IN A U 2. ALL CONC GEMENT USED IN THE MANUFACTURIN6 OF PRECAST STRUGT. 1 1° " I , BED OF MORTAR W Z SHALL DEVELOP A MIN GOMPRE551VE 5TREN6TH OF 4000 P.5.1.IN 28 DAYS. 1 �I � r=1 r: ;. ,�/ = O 3. SHOP DRAWIN65 OF PREGAST MANHOLES AND CATCH BA51%MUST BL E I M I SITTED TO THE ENGINEER FOR APPROVAL. V MIN I 1 3'MIN j 2 7 UBMa 4. REGIUEST5 FOR DEVIATIONS FROM STANDARD DRAINAGE INSTALLATIONS I I SHOWN MUST BE MADE IN WRITING AND MUST INCLUDE DRAINAGE yCALCULA �� r 5. ALL DRAINAGE STRUGTURE5 SHALL BE PLAGED IN ACCEPTABLE LEACHING ONS. 1 SELECT 6RANJLAR 501L PAGE: SOILS AS APPROVED BY THE VILLAGE EN61NE1R IN THE EVENT POOR — z b'DIAMETER I BACKFILL FOR LEACHING MATERIAL 15 ENCOUNTERED,EXCAVATION 15 TO BE CONTINUED TO PERIPHERY AND BOTTOM SUITABLE MATERIAL.AND BACK FILLED A5 DETAILED. m EXCAVATION AND BACKFILL WITH ACCEPTABLE LEACHING(5EE NOTE#5) 6.USE 15'DIA CORRL16ATED H164i DENSITY POLYETHYLENE(HDPE)HEAVY DUTY 6ROUN D WATER I LEACHING MATERIAL(5EE NOTE 45) PIPE FOR INTERCONNECTION OF ON-SITE STORM WATER LEAGHIN5 POOLS INSTALLATION PIPE IFI N(s IATI� OPE5ATION(ASTM 12-2320 TYP. STORM WATER LEACHING POOL DETAIL SP4 G.WATER TI6HT JOINT TE5TIN6 SPECIFICATION(ASTM 0-3212) NOT TO SCALE D.648KET SPECIFICATION(A5TM F-471) of 4 SCDHS SET APPROVED BY J14 BOARD OF "I RUSTEES Architecture RC TOWN OF SOUTHOLD Architecture Planning Design DATE 406 North Country Road ' A�PRtL Q, �z�� I Saint James,NY 11180 ►Y5 . 4 =t r .—, (631)862-8095 JMN-Architecture.com ISSUE DATE COMMENT 12/29/22 ISSUED FOR PERM 'a �:'};� ���`�� � �- -•ate r� � ��:i - - ° LOCATION OF OUTDOOR SHOWER @ FIRST FLOOR y fi PROJECT: EXISTING EXTERIOR CIRCULAI r STAIRCASE AND OUTDOOR # SHOWER LEGALIZATION NO 1355 WATERSEDGE WAY Ir LOCATION OF CIRCULAR SOUTHOLD, NY 11971 STAIRCASE @ FIRST AND SECOND FLOOR SEAL&SIGNATURE s E D A&C Ax .r ffi flog l 4 tf� _fir z. �:c/ 4123`0 ,O ✓ 4F N. ' TITLE DRAWING: FAS BUILT DRAWING OF MAR 1 6 2023 rr EXISTING EXTERIOR PROJECT LOCATION PLAN CIRCULAR STAIRCASE SCALE: z AND OUTDOOR SHOWER ==-= Architecture P.C. �- -- Architecture Planning Design LIVING SPACE ;` 1 406 North Country Road ' Saint James,NY 11780 �\ (631)862-8095 JMN-Arch itecture.com EXISITNG DECK RAILING -- -- ISSUE DATE COMMENT – — 12/29/22 ISSUED FOR PERMIT 37°HIGH RAILING WITH SPINDELS SPACED @ 4"ON CENTER z -- -- 4"DIAMETER ALUMN.PIPE — "-- STARTING 12"ABOVE 4'-6"RADIUS CIRCULAR TOP OF DECK, STAIRCASE TO GRADE Y PROJECT: PARTIAL SECOND FLOOR PLAN - EXTERIOR STAIRCASE _x. EXISTING EXTERIOR CIRCULAR Z SCALE STAIRCASE AND OUTDOOR 2 SHOWER LEGALIZATION EXTERI?RSTA IRCASE 1355 WATERSEDGE WAY SCA.'__ N? NOTES SOUTHOLD, NY 11971 ® STAIRWAY CONTRUCTION NOTES: SEAL&SIGNATURE i GARAGE STAIRWAYS WIDTH IS NOT LESS THAN 36". ���cFtEO A I 5 0' M. ,yF� y/ HANDRAILS DO NOT PROJECT MORE THAT 4-1/2"ON EITHER SIDE OF THE STAIR. EXISTING 6X6 DECK SUPPORT POST THE FLIGHT OF STAIRS DOES NOT HAVE A VERTICAL RISE LARGER THAN 12'-4"INCHES BETWEEN FLOOR LEVELS. 37"HIGH RAILING THE RISER HE GHT IS NOT MORE THAN 8-1/4". WITH SPINDELS SPACED @ 4"ON CENTER I / THE TREAD DEPTH ISNOT LESS THAN 9". pF �'Eyes / THE NOSING PROJECTION IS NOT LESS THAN 3/4"AND NOT MORE THAN 1-1/4". TITLE DRAWING- HANDRAIL HEIGHT,MEASURED VERTICALLY FROM THE SLOPED PLANE ADJOINING THE TREAD NOSING,OR 8"DIAMETER ALUMN. PIPE SUPPORT FINISH SURFACE IS NOT LESS THAN 34"AND NOT MORE THAN 38". EMEDDED IN POURED CONCRETE /� � � � � � i ' AS BUILT DRAWING 0 F FOOTING- THE RISERS ARE SOLID BACKED WITH OPENINGS LESS THAN 4"IN HEIGHT. 4'-6"RADIUS CIRCULAR __ EXISTING EXTERIOR , r STAIRCASE TO SECOND STORY DECK.EXISTING THE SPINDELS ARE SPACED SO THAT A 4"DIAMETER OBJECT CiNNOT_-j5STTHR000 CIRCULAR STAIRCASE PARTIAL FIRST FLOOR PLAN - EXTERIOR STAIRCASE k : PaA,9 1 s k - ; AND OUTDOOR SHOWER 2 Architecture R.C. LIVING SPACE Architecture Planning Design SHOWER VALVE BODY WITH SHOWER 406 North Country Road HEAD ABOVE Saint James,NY 11780 (631)862-8095 - �` 1MN-Architecture.com ISSUE DATE COMMENT 12/29/22 ISSUED FOR PERMI 6'-10" L EDGE OF EXISTING EXISTING STEPS 6'-0"TALL VINYL WOOD PLATFORM AND SLIDING DOOR FENCING SURROUNDING OUTDOOR SHOWER Ef PARTIAL FIRST FLOOR PLAN -�UUTDUOR SHOWER , SCALE: 3/16" = 1'-0" NOTES PROJECT: 4 EXISTING EXTERIOR CIRCULAF Y � J STAIRCASE AND OUTDOOR SHOWER LEGALIZATION OUTDOOR SHOWER 1355 WATERSEDGE WAY 2 SCALE NTS NOTES SOUTHOLD, NY 11971 i` SEAL& SIGNATURE W _ ib�EF`ED AR cy r -A * s � �j 04123q, ; OF r'- TITLE DRAWING: r AS BUILT DRAWING OF I MAR 1 6 2023 ` EXISTING EXTERIOR I-- CIRCULAR STAIRCASE AND OUTDOOR OUTDOOR SHOWER 3 SCALE: NTS NOTES SHOWER Glenn Goldsmith,President "OSUF," COGy Town Hall Annex A.Nicholas Krupski,Vice President o 54375 Route 25 0 Eric Sepenoski ,? P.O.Box 1179 Liz Gillooly �.y • O!g Southold,NY 11971 Elizabeth Peeples � �a Telephone(631)765-1892 Fax(631)765-6641 Southold Town Board of-Trustees Field Inspection Report Date/Time: 10 2 Completed infield by: �i7,u�ve � PETER BUJNOWSKI requests an Administrative Permit for the as-built circular staircase 4'6" radial, with 18 steps; and as-built outdoor shower 4'-5" x 6'-10". Located: 1355 Watersedge Way, Southold. SCTM#: 1000-88-5-69 Type of area to be impacted: Saltwater Wetland Freshwater Wetland Sound Bay Part of Town Code proposed work falls under: Chapt.275 Chapt. 111 other Type of Application: _,\/ Wetland Coastal Erosion Amendment Administrative Emergency Pre-Submission Violation Notice of Hearing card posted on property: Yes No Not Applicable Info needled/Modifications/Conditions/Etc.: S i441k�gYyl� Present Were: G. Goldsmith N. Krupski E. Sepenoski L. Gillooly ✓ E. 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Box 1179 54375 State Route 25 Southold, NY 11971 (cor.Main Rd. &Youngs Ave.) Southold, NY 11971 ® ,� Telephone: 631765-1938 LOCAL WATERFRONT REVITALIZATION PROGRAM TOWN OF SOUTHOLD MEMORANDUM To: Glenn Goldsmith, President Town of Southold Board of Trustees From: Mark Terry, AICP LWRP Coordinator Date: April 17, 2023 Re: LWRP Coastal Consistency Review for BUJNOWSKI SCTM# 1000-88-5-69 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 proposal is INCONSISTENT with LWRP Policy 6.3 and with the LWRP. It is recommended that the Board identify the outdoor shower drainage connection. 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 Maim Diane From: peter bujnowski <peterbujnowski@sbcglobal.net> Sent: Thursday, March 23, 2023 3:09 PM To: DiSalvo, Diane Cc: Nicholas Bujnowski; Peter Bujnowski Subject: [SPAM] - Re: Please reply Amended application as requested. Dimensions of EXISTING STAIRS. Circular staircase 4'6" RADIAL, 18 STEPS Dimensions of EXISTING OUTDOOR SHOWER. 4'-5" x6'-10" On Thursday, March 23, 2023 at 03:05:23 PM EDT, DiSalvo, Diane<diane.disalvo@town.southold.ny.us>wrote: Diane DiSalvo Office Assistant Southold Town Trustees P.O. Box 1179 Southold, NY 11971 (631) 765-1892 i Glenn Goldsmith Presidentf �(F ���/% Town Hall Annex { �` f�QjY 54375 Route 25 A. Nicholas Krupski,Vice President , rti�tis , i P.O.Box 1179 Eric S'epenoski t Southold,New York 11971 Liz Gillooly i Telephone(631) 765-1892 Elizabeth Peeples 'p`r d AY Fax(631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD This Section For Office Use Only Coastal Erosion Permit Application BAR 6 2� Wetland Permit Application X Administrative Permit —Amendment/Transfer/Extension Southold Town X Received Application: 3,14--.3 Board of Trustees Received Fee: $ 700.00 Completed Application: 3•L3.Za Incomplete: SEQRA Classification: Type I__ Type II Unlisted Negative Dec. Positive Dec. Lead Agency Determination Date: ordination:(date sent): LWRP Consistency Assessment Form Sent: ,CAC Referral Sent: Date of Inspection: __Receipt of CAC Report: _ __jechnical Review: rg 1/ Public Hearing Held: C— Resolution: , Owner(s) Legal Name of Property (as shown on Deed): _ e�eU A30 EJ S�t Mailing Address: 161 & /j J j Rk &OSke,., 06?s6 Phone Number: 6"" — -7%�L 10-7- Suffolk County Tax Map Number: 1000 - 5- 000 - Property Location: S '� WGLT���C' _w Std J 20 �� l I Q7 1 _ (If necessary, provide LILCO Pole #, distance to cross streets, and location) AGENT(If applicable): N r Mailing Address: Phone Number: Email: -- Board of Trustees ApplicE `-on 3 GENERAL DATA Land Area(in square feet): �� e_ ©� a-c`'es l6) Area Zoning: 'Res>kt,1 u- Previous use of property: �eSi�en�i� Intended use of property: i�2v�T1�- Covenants and Restrictions on property? —fl—Yes Yes No If"Yes", please provide a copy. Will this project require a Building Permit as per Town Code? Yes _nNo If"Yes",be advised this application will be reviewed by the Building Dept. prior to a Board of Trustee review and Elevation Plans will be required. ver►mi+ /M .Ir,--Jy &-en 504„Z, `tl' QPP-�- Does this project require a variance from the Zoning Board of Appeals? =Yes _Z_No If"Yes", please provide copy of decision. his projectMregio any demolition as per Town Code or as determined by the Building Dept.? Yes No Does the structure(s) on property have a valid Certificate of Occupancy? Yes F-1—No Prior permits/approvals for site improvements: _ UU / Agency Date ElNo prior permits/approvals for site improvements. Has any permit/approval ever been revoked or suspended by a governmental agency? FA-1 NoYes If yes, provide explanation: 0/ -- Project Description (use attachments if necessary): ee ki 4 d -;4ev, or Sa;P3 art Adoo-r Slywe 0 enel0Sure. erior oullhi 1pad"o4 9,ermq. his ,leis 4 fy&e-e&r� 5/4vf/5 cS 'v eve en�ZaSv v `� Board of Trustees Applica ' ' on WETLAND/TRUSTEE LANDS APPLICATION DATA Purpose of the proposed operations: Fes°L4a'( home- �ti K fly Lce� s anel" key Area of wetlands on lot: N/14 square feet � i AO Dn l� Percent coverage of lot: o % Closest distance between nearest existing structure and upland edge of wetlands: A),4 feet Closest distance between nearest proposed structure and upland edge of wetlands: "/I'feet Does the project involve excavation or filling? ® No Yes If yes, how much material will be excavated? cubic yards How much material will be filled? P I lf� cubic yards Depth of which material will be removed or deposited: N, feet Proposed slope throughout the area of operations: _ Manner in which material will be removed or deposited: A' _Py exc&VA4ibn l l 1 �r rc° ✓`� l,i✓� Statement of the effect, if any, on the wetlands and tidal waters of the town that may result by reason of such proposed operations (use attachments if appropriate): �aele— 61Z20 Appendix B Short Environmental Assessment Form Instructions for Completing Part 1 -Project Information. The applicant or project sponsor is responsible for the completion of Part 1. Responses become part ofthe application for approval or funding,are subject to public review,and may be subject to further verification. Complete Part 1 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 1. 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: Ott r S���n, pOD Project Location(describe,and attach a location map): 1 n �a Mup )355 a`�t~�se 0 3/�K16J NY f/�17r1 VMl Brief Description of Proposed Action: Name of Applicant or Sponsor: Telephone: c?60 077"IDe',7er E-Mail': �erbv •„�ywsZ; /�bc<1�+��" Address: 161 r tort° City/PO: State: Zip Code: 60slten I CT 004-75-6 I.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 r%--Il El 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: P 3.a.Total acreage of the site of the proposed action? U 3 acres I-1 b.Total acreage to be physically disturbed? OJ11- acres c.Total acreage(project site and any contiguous properties)owned or controlled by the applicant or project sponsor? 0,43 acres 4. CheI land us at occur on,adjoining an ar the prop action. Urban Rural(non-agriculture) Industrial Commercial ®Residential (suburban) Forest [:]Agriculture Aquatic ❑Other(specify): Parkland Page I of 4 6 5. Is the proposed action, NO I YES I N/A a. A permitted use under the zoning regulations? b.Consistent with the adopted comprehensive plan? Ft XI-111 6. Is the proposed action consistent with the predominant character of the existing built or natural NO YES landscape? x 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: © ❑ 8. 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? �( 9.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: ❑ ❑ 10. Will the proposed action connect to an existing public/private water supply? NO YES If No,describe method for providing potable water: �/ n — �`V �Jy ,JTcw•S ❑ " C O*V-lnS,me- 11. Will the proposed action connect to existing wastewater utilities? / I NO YES If No,describe method for providing wastewater treatment: VIA- S` C,4V/'e5 0,i yam_ ❑ tf5 S} h-�Pd� PVL 0S►)nw 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? K Li 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? yel &, ,4crOvnf F( b. Would the proposed action physically alter,or encroach into, any existing wetland or wate body? If Yes,identify the wetland or waterbody and extent of alterations in square feet or acres: 14. ntify the typic bitat types that oc n,or are likely to be found on tl�-project site. Check all that apply: 6Shoreline 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 �q,�P��►�" by the State or Federal government as threatened or endangered? X 16.Is the project site located in the 100 year flood plain? NO YES x 1.7.Will the proposed action create storm water discharge,either from point or non-point sources? NO If Yes, a. Will storm water discharges flow to adjacent properties? ONO OYES b. Will storm water discharges be directed to established conveyance systemsff an m drains)? If Yes, briefly describe: X10 YES Page 2 of 4 7 18. Does the proposed action include construction or other activities that result in the impoundment of NO YES water or other liquids(e.g.retention pond, waste lagoon, dam)? If Yes,explain purpose and size: © 0 19.Has the site of the proposed action or an adjoining property been the location of an active or closed NO YES solid waste management facility? If Yes,describe: R ❑ 20.Has the site of the proposed action or an adjoining property been the subject of remediation(ongoing or NO I YES completed)for hazardous waste? If Yes,describe: © ❑ I AFFIRM THAT THE INFORMATION PROVIDED ABOVE IS TRUE AND ACCURATE TO THE BEST OF MY KNOWLED Appy s on a �2r 5�; Date: � 13 0 Signature. Part 2-Impact Assessment. The Lead Agency is responsible for the completion of Part 2. Answer all of the following questions in Part 2 using the information contained in Part I and other materials submitted by the project sponsor or otherwise available to the reviewer. When answering the questions the reviewer should be guided by the concept"Have my responses been reasonable considering the scale and context of the proposed action?" No,or Moderate small to large impact impact may may occur occur I. Will the proposed action create a material conflictwith an adopted land use plan or zoning ❑ D regulations? 2. Will the proposed action result in a change in the use or intensity of use of land? ❑ ❑ i. Will the proposed action impair the character or quality of the existing community? ❑ ❑ 4. Will the proposed action have an impact on the environmental characteristics that caused the El 1:1establishment of a Critical Environmental Area(CEA)? 5. Will the proposed action result in an adverse change in the existing level of traffic or El 1-1affect existing infrastructure for mass transit, biking or walkway? 6. Will the proposed action cause an increase in the use of energy and it fails to incorporate L ❑ reasonably available energy conservation or renewable energy opportunities? 7. Will the proposed action impact existing: ❑ a. public/private water supplies? b.public/private wastewater treatment utilities? E { 8. Will the proposed action impair the character or quality of important historic,archaeological, ❑ architectural or aesthetic resources? 9. Will the proposed action result in an adverse change to natural resources(e.g.,wetlands, ❑ waterbodies,groundwater,air quality,flora and fauna)? Page 3 of 4 No,or Moderate small to large impact impact may may occur occur 10. Will the proposed action result in an increase in the potential for erosion, flooding or drainage El 1:1problems? 11. Will the proposed action create a hazard to environmental resources or human health? 0 iI Part 3-Determination of significance. The Lead Agency is responsible for the completion of Part 3. For every question in Part 2 that was answered"moderate to large impact may occur",or if there is a need to explain why a particular element of the proposed action may or will not result in a significant adverse environmental impact,please complete Part 3. Part 3 should,in sufficient detail, identify the impact,including any measures or design elements that have been included by the project sponsor to avoid or reduce impacts. Part 3 should also explain how the lead agency determined that the impact may or will not be significant.Each potential impact should be assessed considering its setting,probability of occurring, duration, irreversibility,geographic scope and magnitude. Also consider the potential for short-term, long-term and cumulative impacts. EJCheck this box if you have determined,based on the information and analysis above,and any supporting documentation, that the proposed action may result in one or more potentially large or significant adverse impacts and an environmental impact statement is required. ElCheck this box if you have determined,based on the information and analysis above,and any supporting documentation, that the proposed action will not result in any significant adverse environmental impacts. Town of Southold-Board of Trustees Name of Lead Agency Date President Print or Type Name of Responsible Officer in Lead Agency Title of Responsible Officer Signature of Responsible Officer in Lead Agency Signature of Preparer(if different from Responsible Officer) PRINT Page 4 of 4 , - ,Board of Trustees Applica `' = AFFIDAVIT � Vv n�v�✓Slc, SEING DULY SWORN DEPOSES AND AFFIRMS THAT HE/SHE IS THE APPLICANT FOR THE ABOVE DESCRIBED PERMIT(S) AND THAT ALL STATEMENTS CONTAINED HEREIN ARE TRUE TO THE BEST OF HIS/HER KNOWLEDGE AND BELIEF,AND THAT ALL WORK WILL BE DONE IN THE MANNER SET FORTH IN THIS APPLICATION AND AS MAY BE APPROVED BY THE SOUTHOLD TOWN BOARD OF TRUSTEES. THE APPLICANT AGREES TO HOLD THE TOWN OF SOUTHOLD AND THE BOARD OF TRUSTEES HARMLESS AND FREE FROM ANY AND ALL DAMAGES AND CLAIMS ARISING UNDER OR BY VIRTUE OF SAID PERMIT(S), IF GRANTED. IN COMPLETING THIS APPLICATION, I HEREBY AUTHORIZE THE TRUSTEES,THEIR AGENT(S) OR REPRESENTATIVES, INCLUDING THE CONSERVATION ADVISORY COUNCIL, TO ENTER ONTO MY PROPERTY TO INSPECT THE PREMISES IN CONJUNCTION WITH THIS APPLICATION, INCLUDING A FINAL INSPECTION. I FURTHER AUTHORIZE THE BOARD OF TRUSTEES TO ENTER ONTO MY PROPERTY AND AS REQUIRED TO INSURE COMPLIANCE WITH ANY CONDITION OF ANY WETLAND OR COASTAL EROSION PERMIT ISSUED BY THE BOARD OF TRUSTEES DURING THE TERM OF THE PERMIT. Signature 6f'Property Owner Signature of Property Owner SWORN TO BEFORE ME THIS �� DAY OF Notary Public -es APPLICANT/AGENT/REPRESENTATIVE TRANSACTIONAL DISCLOSURE FORM The Town of Southold's Code of Ethics prohibits conflicts of interest on the cart of town officers and employees.The 13un2ose of this form is to provide information which can alert-the town of possible conflicts of interest and allow it to take whatever action is necessary to avoid same YOUR NAME: V 1 l (Last name,first name,middle initial,unless you are applying in the name of someone else or other entity,such as a company.If so,indicate the other person's or company's name.) NAME OF APPLICATION: (Check all that apply.) Tax grievance Building °�- tT �p�t�✓' Variance Trustee V Change of Zone Coastal Erosion Approval of plat Mooring �7 Exemption from plat or official map Planning /I,,,, Other 1�"v (If"Other'',name the activity.) _ Do you personally(or through your company,spouse,sibling,parent,or child)have a relationship with any officer or employee of the Town of Southold? "Relationship"includes by blood,marriage,or business interest."Business interest'means a business, including a partnership,in which the town officer or employee has even a partial ownership of(or employment by)a corporation in which the(own officer or employee owns more than 5%of the shares. YES NO �Z— If you answered"YES",complete the balance of this form and date and sign where indicated. Name of person employed by the Town of Southold Title or position of that person Describe the relationship between yourself(the applicant/agent/representative)and the town officer or employee.Either check the appropriate line A)through D)and/or describe in the space provided. The town officer or employee or his or her spouse,sibling,parent,or child is(check all that apply): 12A)the owner of greater than 5%of the shares of the corporate stock of the applicant fa (when the applicant is a corporation); B)the legal or beneficial owner of any interest in a non-corporate entity(when the applicant is not a corporation); C)an officer,director,partner,or employee of the applicant;or D)the actual applicant. DESCRIPTION OF RELATIONSHIP Submitted this day of 20, Signature_ _,_ Print Name Fonn TS I Town of Southold a LWRP CONSISTENCY ASSESSMENT FORM A. 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 simnificant beneficial and adverse effects upon the coastal area(which includes all of Southold Town). 1 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 R73 b8 j SCTM# 88 - 5- - 6 PROJECT NAME fis 6 )4- 4r &U �hs i�1r f' lace ww,4- P ,-or 541cas a4 oe)qw SAa ae.- los�re The Application has been submitted to (check appropriate response): Town Board ❑ Planning Board❑ Building Dept. T 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: ff /G . ee,-i eo-Yn!7' 13 Location of action: O)W W la `J ( P97) Site acreage:0c q3 a-C-fC5 Present land use: ��S-11M 4` Present zoning classification: eS 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: \ e4rr Sy C'AA9W (b) Mailing address:_ 6 (c) Telephone number: _ y� -7 �)07 — 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? C. Evaluate the project to the following policies by analyzing how the project will further support or not support the policies. Provide all proposed Best Management Practices that will further each policy. Incomplete answers will require that the form be returned for completion. DEVELOPED COAST POLICY Policy 1. Foster a pattern of development in the Town of Southold that enhances community character, preserves open space, makes efficient use of infrastructure, makes beneficial use of a coastal location, and minimizes adverse effects of development. See LWRP Section III–Policies; Page 2 for evaluation criteria. ❑Yes ❑ No X Not Applicable 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 � 1 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 0 Not Applicable 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 ❑ 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 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 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. F Yes ❑No© 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 PUBLIC COAST POLICIES Policy 9. Provide for public access to, and recreational use of, coastal waters, public lands, and public resources of the Town of Southold. See LWRP Section III—Policies; Pages 38 through 46 for evaluation criteria. ❑ Ye❑ No© Not Applicable Attach additional sheets if necessary 16 WORKING COAST POLIO. � 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 ❑>C 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 \I 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 0 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 poeA PREPARED BY �2`t�d' �\1L0 ► TITLE_ OLV71'A_ DATE j� �°a3 l