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HomeMy WebLinkAboutTR-9712 Glenn Goldsmith,President SOF SO(/TTown Hall Annex A.Nicholas Krupski,Vice President �� Ol0 54375 Route 25 P.O. Box 1179 John M. Bredemeyer III Southold, New York 11971 Michael J.Domino G Q Telephone(631) 765-1892 Greg Williams Fax(631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD December 16,'2021 Robert Herrmann En-Consultants 1319 North Sea Road - Southampton, NY 11968 RE: 13350 NEW SUFFOLK, LLC 13350 NEW SUFFOLK AVENUE, CUTCHOGUE SCTM# 1000-116-6-20.2 Dear Mr. Herrmann: The Board,of Town Trustees took the following action during its regular meeting held on Wednesday, December 15, 2021 regarding the above matter: WHEREAS, En-Consultants on behalf of 13350 NEW SUFFOLK, LLC applied to the Southold Town Trustees for an Amendment to Wetland Permit'#9712 under the provisions-of Chapter 275 of the Southold Town Code, the Wetland Ordinance of the Town of Southold, application dated November 5, 2021, and, WHEREAS, said application was referred to the Southold Town Conservation Advisory Council and to the Local Waterfront Revitalization Program Coordinator for their findings and recommendations,,and, - , WHEREAS, the LVWRP Coordinator issued a recommendation that the application be found to be Consistent with the Local Waterfront Revitalization Program policy standards, and, WHEREAS, the structure complies with'the standards set forth in Chapter 275 of the Southold Town Code, WHEREAS, the Board has determined that the project as proposed will not affect the health, safety and general welfare of the people of the town, 2 NOW THEREFORE BE IT, RESOLVED, that the Southold Town Board of Trustees APPROVE the Amendment to Wetland Permit#9712 to re-grade with approximately 344 cubic yards (in lieu of 116 Cubic yards) of clean sandy fill to be trucked in from an approved upland source, resulting in an approximately two (2) foot higher revegetated grade over approved I/A sanitary system (to be equipped with a FujiClean OWTS in place of Hydro-Action OWTS); relocate pervious gravel driveway/parking area from,north to east side of property, resulting in an additional 2,677sq.ft. of site disturbance and revegetation of ±305sq.ft. (in lieu of±618sq.ft.) portion of temporarily cleared area on east side of property; replace four- (4) cedar trees with same caliper cedars to,east of relocated driveway; revegetate with native plantings an additional ±3,253sq.ft area'of clearing to northwest of dwelling and ±1,313sq.ft. area of temporary clearing south'of pool patio (previously proposed to be permanently cleared), thus reducing area of new permanent clearing from 6,191sq.ft. to 5-622sq.ft.; construct 2,379sq.ft. (in-lieu of•2,-355sq.ft.) raised, masonry patio/steps; construct 815sq.ft. (in lieu of,580sq.ft.) on-grade paver courtyard; and install 56sq:ft. generator platform with 3.5'x11' stairs; and as depicted on the site plan prepared by Jeffrey T. Butler, PE, received on December 15, 2021, and stamped approved on- December 15, 2021. This is not a determination from any other agency. Sincerely, Glenn Goldsmith, President Board of Trustees" GG:dd BOTH REQUIRED AND EXPANSION 6SF MODULES WILL BE PROVIDED UPON •REMOTE FUJI GNTRL GNTR AND BLOWER TO BE PROPOSED INNOVATIVE AND ALTERNATIVE FOR ADDITIONAL INFO: : .. e,R^:,` a. ,k:.,. .�.v, x h .� .. INITIAL INSTALLATION OF SAN. 5Y5. ms's MOUNTED 35'ABV GRD OR ABOVE BFE WHIuiEVER PROPOSED I/A ON-SITE SANITARY SYSTEM R ;:^`�,•.� : , n � , , ,� Z1.-----.......� z� • IN65 FOR 15 HI6HB2(SEE w'FRAME DTL,THIS Dws) AEROBIC TREATMENT PLANT: ON-SITE WASTEWATER TREATMENT SITE PLAN h., .1 . ' _ >, ' t,+ ; g s , 4 SEE ARGHITEGTURAL DRAW NOTE EXPANSION MODULES SHALL BE ISOLATED FROM REQUIRED MODULES y p g •CONTROL PANEL AND REMOTE AIR COMPRESSOR • USE FUJI ENHANCED TREATMENT UNIT SITUATE AT: ZONING DISTRICT: "• "•`;"' ..r XY g , grk'7.5 .'rye ',,:.s ` ,i� .'<'y,�,. ­;� t. a 0R ll Z PROPOSED PRIVATE RESIDENCE - ,; o BY WAY OF ISOLATION VALVES (TVP OF 8) r-=-F__ _-- LOCATION FOR oWTS IS APPROXIMATE. VERIFY •• MODEL No.GENIo,GRAVITY SYSTEM 13350 t�W SUFFOLK AVENUE UITGHOGUE NY "� %' ;;`4 ��°".. �t, "' •�= "'': �� 1 R S' � BY BARNE5 GOY ARGHITEGT5 T __ •` OGATE --J t- _ T FLOOD ZONE AEb �:' r _� , . r �,... ,.a;»• f. , . x . : , k,,,.;.. ,fi" o INSTALL (1) ONE 150LATION VALVE IN EACH PROP05ED LATERAL. L WITH OWNER PRIOR To IN5TAN1ATION .. UNIT INCLUDES: OPS(oP/GNIRL CENTER)W ALARM BEACON t (-- _ TOWN OF SDUTHOLD �,: ti � 'h 't ;},,�. 5 .��, ty =,;, h,,t:,:- ;'a` '" cV N s� � VALVE BETWEEN 'REQUIRED G5F MODULES' AND 'EXPANSION 65F MODLILE5' r T -- -- J •PROVIDE GONVENENGE 6FI RE-GEPT NEARBY AUDIBLE HORN ALARM(LOCATED REMOTH Y,A5 SFIOWV) BASE FLOOD ELEV: b.0 ry.'.� g` K;, ', .c� � n, �, :, N � 4 _1 SUFFOLK COUNTY NEW YORK " ? � ik IN ORDER TO PREVENT FLOW TO 'EXPANSION G5F MODULES'. L =- 1 __ TEST J CONTROL PNL(35'ABV FIN GRD MINI PROVIDE 20 PROVIDE, - OWNER: ;a. „ , ;`.'•_ "� •, "`rl., T..,';af! .;y# s,wlv�syl,„ ?F�;,. w; o o �' w. � L\ g SGTM NO.: 1000 116 6-20.00 :. .; 0; , �' s. .F;' •,,, ,�' . • t,: o AMP SERVICE FROM MAIN ELEGTTRIGAL PANEL IN 2 13350 NEW SUFFOLK LLG � : . ;., t ', x ',,�� , '3., M `•,. ;,:, �T". DWELLING. SEE DTL DWG 5P4 •' ALL GONNEGTIONS REQUIRED BY MANUFAG R f ��: fbLE ( ) .. DATUM NAVD88 a ?ry _ ,� S REINF0 .P.G.ANTIfLOATATION SLAB TO GOUNTEfRACT BUOYANyGY b - a "''`, ,. ,; ;.; 4 SITE DATA: .: :. --. 4 •A�. u; ,; 7 .; °:: Q a a ' e •• 6FI CONVENIENCE RECEPTACLE NEARBY PANEL ''I'', K�„., '1, % �,� I t � y �r' Ise "4 + a� Q u'_.. v 'I q $<•'t ,fir.�'� 7" l4,,a l_1 'G �' � _.I i -- MAINTAIN REQUIRED SEPARATION DI5TANG�SP2 ate PROP05ED N POOL TOTAL LOT AREA: 84,145 SQ.FT. .`` 4 ��_ > � ti ar , { [Q�,C��t EQUIP. SEE CALCULATION AND DETAILS ON DWG, 24,120 SQ ,, N , f= x"` ` ; z. f- BUOYANGY ANCHORING: WETLAND AREA: FT. , w , �� �, "p.� • PROVIDE SLAB STRAPS AND ANCHORS 3 .�` i y p, ,; r O A5 SHONP4 IN 19UJI GLEAN ETU GBUO- SLAB ABSORPTION FIELD AND PIPING: UPLAND AREA: 60,615 SQ.FT. a' ,, , ,�� a _ z Z J�/\ 1; 8X' �. ".fir• 8' i t * • �.+ t t ¢ Q`[ ELJEN 65F 6EOTEXTILE SAND FILTER SYSTEM (NYSDEG ADJACENT AREA/TOWN BUILDABLE LAND - LOT AREA-WETLANDS) '%� . ` ,``~ a 4- 7 _! �wF ' � 5 R!M" x:? i:.rr�" 9 �`S'63 o r INSTALLATION DETINS DUOYANCYA\ ON DWG,5P2 111111""011111111111 L_J 02 STAGE BID MAT W/4"Q PERFORATED PIPE ' ` " ' , ' ,' J 4 , I. q' H �' I r " x` , 31 10,, • SEE GAL.GLILATION,DWG SP2 ,� �� •• 8 LATERALS _ LOT COVERAGE: EXI5TING(TO BE REMOVED): PROPOSED (DEGAA): PROP. (T.O. Southold): fi k5 ,,, `:( ,'� A � t` yI'll I �', "' 4 �. y. lin E LINE OF7 P NtJSED 6 4 LG MODULES- 24 LIN FT EA. R REQ t 2 EXP M0D5) 1 97 hETLAtO 100' , rr ;, =y;�� •• 65F- 142 LIN FT DWELLING 3,420 SQ.FT. (5.6445) 3,281 SQ.FT. (5.4241) 3,281 SQ.FT. (5.4245) ;� ,��: �; ¢ ;#; +ytrt,.' r s r l �^ SI '!! 815 SQ.FT. .34� N.A. r . ; r o + '', ' 11 ` �Y CSF- .. INSTALL IN 25'LONG TRENGHE5 t w, , `.,�•A x 1f' tz w A .. �' s.. :., ; �'� + ,, 2 STY DWLG ENTRY COURTYARD N.A. (I ) ,,u � ;'�� � _ � � � � � � �' O,S ,MI __ ;� li j11 %y _-� wi arrAGHED GARAGE 150LATED REQUIRED FROM EXPM51ON RAISED ENTRY PATIO 45TEP5 N.A. 340 50-FT. (036%) 144 5Q.FT. (0.244;) � a °, t ,�� �`,j�" "��'- a"�"�����s� `�� :+�, � :` " ` �4 � � � � o .� 1 ' '-�� •. r.. `.>e,. t>,' „ aa- yrs �NYT #31 5 I', 1 V I1, '', !%�� _ _ �'� 10 MIN ALL LATERALS MUST BE INSTALLED 6 SAME E EV. g} p ' �, ° ' xt ,':, _ /'r ~ `33 ,��� PROPOSED I '` , AIR LfNE 20 AMP SERV FROM MAINTAIN 513'AJRATION DISTANCES,DWG SP3 60 SQ.FT. (O.OIAi) N.A. N.A. {, �` y x; ^=, ;i , k �� ,, �t � � � � 6 GSF /7 ,�.- �16A A MAIN PANEL IN DECK 185 SOFT. (3.IISi'i) N.A. N.A. :':,; •, frx, '": e s s s ' ISOLATION YLV: 11\ '\ % -65F SEE CALCULATION AND DETAILS ON DWG,SP3 ,e rM,3 y� # ,��° � ., q •LOCATE AS SHOWN 11 1' n, < %y -E E -E--i MASONRY TERRACE STEPS N.A. 2 74 SQ.FT. 42� 2 79 SQ.FT. 42� , n I y 51TE A ON i n 11 % _ �' U/S 2 13.EG _ a I v> •TVP,B LATERALS n 1 11.1, / _ •" • COMPONENTS AND PIPING: SWIMMING POOL N A. 6341 SQ.FT. (1.05AS) b3�i SQ FT (I 05�) i � r" � i ' J �- {, ,� '1 l\ \\1' N\� I' t _ . t32pP0°aED'.' 2'0 POLYLOK RHINO DISTRIBUTION POOL(OP) LOT COVERAGE: 5,365 5Q.FT. (8.,54%) 7,460 SQ.FT. (12 24AS) 6,444 SQ.FT. (10.63 ) $ ' 0 0 O 'LU, ,5, • .RAISED MASONRY USE END GAP L.EVELIN6 DEVICES ;r ; , 1 ' c4i N n o �• \\11 1 z 11 11'�l1 MIN QUO .• .• TERRACE MAINTAIN SEPARATION DISTANCES,DWG 5P AND SP3 SUBJECT PROPERTY CURRENTLY: N to S 1J , ` 1 5MIN k, s' N OO ~ t� 4 4'$ ) •ap. „ SEE DETAIL ON DWG SP3 � cb + I - �� p�pEf 1. '. •4.SAN PIPE-W/.GO..' NO UNDERGROUND 5TORA.6E TANKS EX15T LOCATION MAP: PROVIDE AN ESTIMATED 1344'3 .OF $ o g b "' � �`�° ' DP-_4 � 1_'- �iy PIPING: N O 7d ETU AUTO=VENTED(Alit'V64T TIEb 4'SDR 35 TRANSPORT PIPE(TYPICAL UA NOT TO SCALE COMPATIBLE GLEAN SANDY FILL W/51MILAR - f -' h ENHANCED ]. I►NTo HOUSE VENT STACK) STORM DRAINAGE SYSTEM: 0 O' r �. 4'SDR 35 DISTRIBUTION PIPE(ON13t 6SF 0 Y)PERFORATED, GRAIN 51ZE (OBTAINED FROM AN APPROVED TREATMENT UNIT 1,� NO STORM DRAINAGE STRUCTURES EXIST ON THIS SITE. ALL PROPOSED DRAINAGE COMPONENTS WILL MAINTAIN A 20 2 `'�O% RqI"k Z r �, ���t1 �r i, ; �^^ W/1�'m HOLES AT 8 AND 4 O'CLOCK(INSTALL LEVEL) 5E'ANtATION FROM ALL PR0PlO5ED SANITAJZI'STRUCTURES AND/OR ABSORPTION FIELD UPLAND SITE) FOR THE PURPOSE ATTAINING THE F 1 kk 11 II 1', IO'MIN PROP05EP 2" PVC VENT THRU ROOF OF BUIL IN6 NOTE: ELEVATIONS AT GRADE SHOWN IN THE PROP05ED rt, 3 ' k n�'I. (TERRACE) RAISED POOL SITE PLAN AND SANITARY RISER DIAGRAM. 11 ' I I Il ` '1 N ll' EXTEND A MIN.OF 6'ABV TFE ROOF LINE AND A MIN.HORIZONTAL •THESE PLANS ARE DES16NED TO COMPLY W/5,0.0.45. '5TAN IARD5 FOR APPROVAL OF PLANS AND CONSTR.FOR EX15T. POST _X ,I I' `TYP 1-''1' 1-GSF 20'MIN SEPARATION of 12'TO THE SLOPED PORTION OF ROOF(PER BLDG CODE). SEWAGE DISPOSAL 5Y5 FOR OTHER THAN SINGLE-FAMILY RE5IPMB-DATED 12-29-2011. now or,formerly NYT #36 FOUND `\4,A, 'A It � '1 11 `, ' (formerly Morion Case) -ige-N i L0� 'uu, , (*POO) ' — . . • •OPCER5/INSTALLERS ARE To FAMILIARIZE THEMSELVES WITH SECTION XVI.I -GENERAL REQ'MNTS XV1.2- 1/A OWTS PROPOSED AREA OF DISTURBANCE: David Terry Gose \ ,Ty?_ ''1 11 1 , 1', \ 1 I--,,-`ti .'.• NOTE: MINIMUM DESIGN REQ'MNTS AND SECTION XVI.& -ELECTRICAL fREQ'MNTS. THE AFORE MENTIONED SECTIONS OUTLINE t28i081 5q.F1 (0.6447 QG) Revocable Trust 5'MnN I + tt l 4ryl, • . INSTALL AN ISOLATION VALVE IN ALL PROPOSED LATERALS. LCGATE VALVE MAINTENANCE 4 CARE OF INNOVATIVE t ALTERNATIVE ON-51TE WASTE WATER TREATMENT 5Y5.REQUIRED BY SLD.HS. ��` A./��� '1;T '+k`o 1''1 "�F ' " ''I t ,�ll BETWEEN 'REQUIRED 65F MODULES'AND 'EXPANSION 69F MODULES'IN ORDER �� �' "�' UNIMPROVED,VACANT `1' 11_� \,11 011-, 11_!+ 11\ 1 ` To PREVENT FLOW To 'EXPANSION G5F '. `�O APPROXIMATELY 5,622 5F OF EXISTING NO WATER SERVICE OR WELT. iIr 11\,, , II ''\ ,I 11 1', II, 11 1',' rO � , �� VEGETATION TO BE 015TURBED/REMOVED 1 SITE PLAN BASED ON ORIGINAL '� '� '� IJ. 'L _ ~ •�. �, FOR DEMOLITION OF EXISTING tom. PROPOSED DISTURBED AREA TO BE REVEGETATED: OA !tel SURVEY BY: �� '°�. ,� ZONING LIMIT LINE HATCHED AREA APPROXIMATELY X3,253 5Q�T.AREA TO BE TEMPORAWLY HOU5E/GON5TRUGTION OF PROP05ED FOX LAND SURVEYING 0<\ LINE OF WETLAND 100 SETBACK , -IW - �,- �j� ;,i �� CLEARED/DISTURBED FOR GONSTRUGTION INSTALLATION AND GRADING STRUCTURES DAVID H. FOX,L5. P.G. A`� PURPOSES 565E IUE3NTLY RESTORED WITH NATIVE VEGETATION NOTE TO CONTRACTOR: ENLARGED SANITARY PLAN r pyqNet 6 of NFW YM CITY b4 SUNSET TONAVE �`°�T (SEE TABLE oN vwG SP3 Fat E'L,4HTIN6 PR50POSED ELEVATED ,111, LANDWARD LIMIT OF TIDAL WETLANDS ` CONTRACTOR TO COORDINATE WITH&LONGIS,ANP WEST HAMPTON BEACH, NY 11418 PHONE: 631-258-0022 I5 �5 o I5 3o T M� RAR LY + WETLANDS A5 FLAGGED BY / ARCHITECT FOR LOCATIONS OF RDOF SURVEYED: OS-14-2018, GRAPHIC SCALE I - 15-0 GtFAR AN F TbR D GENERATOR PLATFORM: Ilr, 11r r + + � VY EN-CONWLTANT5 ON APRIL 08 2014 ST DRAINAGE OUTLET FOR GONNEGTION 800-272-��80 SII LAST UPD: 10-04-2014 �EX15T NATIVE VE+G TATIOI ARA IN APPROXIMATE LOCATION OF PRE1/IouSLY � — - ,` TO PROPOSED GULTIE6 DRAINAGE + + + PERMITTED 6ENERATOR,PLATFORM ELEV.6 8D' P.#35 ` UTILIZE EXISTING TAP,RUN / � STRUCTURES(TYPICAL) www.dignetnycli.com or www.call811.com — PLATFORM FTPRINT-56 SOFT' `I�1' PROPOSED I" SERVICE WATER �+/ T (for other states) '�'�� —' ,III, all, WD STAIR.35'W x II1.6 I5' WIDE 1. EXr ,I1, ``r' ,Ilr, LINE,SEE INSTALL DTL,DWG 5P2 A •. SURVEYORS NOTES: �f � _ _ _ _ � t�r�O �� Al `/ By law,excavators and contractors working in the REFERENCED DEED L. 11182 P. 340 _— - . `� `III, RIGHT OF WAY '9 �,� � five boroughs of New York Ci and Nassau and L. I I b44 P. 8b1 /.�, Suffolk Counties on Long Island must contact _/ o+� It DigNet,1-800-272-4480 or 811,at least 48 hours ELEVATIONS REFERENCED TO •�9 ' 11 �` �' — �— EXISTING �� ,� � (� , — GRAVEL ROADWAY • ch but no more than 10 working days(excluding N A.YD. (10188) � " I S W S /3°3 1 40 E o N EXISTING WATER MAIN . —WM • -- ' — — I TO REMAIN N w m weekends and legal holidays)prior to beginning - WM WM Yom,O 0�0 any mechanized digging or a xavation work to FLOOD ZONE BOUNDARIES SHOWN C�S•� ROW 89.95 3 `l s j Ss`S, '' i O �..( I� ensure underground lines are marked.Excavators HEREON FROM 33R.b5' " 2 SS7°24, 8 93' 20 - JA ° n � I N and contractors can also submit locate requests FIRM PANEL No. 3610360501 H 5-13°n31'40"E p� �- p0"F _ 0 573°24'10"E o ��s-%; 573 2410E �N EX15T O ^ I1_ online,through ITIC.If you do not currently use ' ��o � O� \ 8_1.4✓'' 4 6 .i�, EZ,SL I.^ti�_J, q p•pp' � N Sp•G 1 O Y' U.P.433 P4 0r-af { ITIC, lease call 1-800-524-7603 for more LA5T DATE: 05-25-2004 EXISTING GRAVEL > u. _ n, cn .,-- T "T �+#33A+ + + ��. s -' , 1 " p N W information. rQ, �i ROADWAY TO REMAIN z d ` — 573°2410 E-0 I M i r V"` —1 + — -� EXIST.GRAVEL •O M , zt W all, �_ i O 2 i�_F_"I EL. PROP.E.O.GLI + + `-._� N U M P910 �' 43.85 Ex.Wlr1 �O r E.O.EX,STONE RDWAY 6f�{ TRIB. I PROPOSED 2 MT \•�` RDWAY TO REMAIN W X For safe reasons,homeowners are strongly �' 8 �~ -. LOIS LANE EROSION CONTROL MEA��URE U g y N t." },� POOL DRAINAGE SYSTEM `� + ED.GRVI. ti`` _ r.*. :- . r 6 - X z encouraged to call as well when planning any type �O d •f + + 3 ••r r'.:`—. r" Z of digging on their property.Homeowners can WETLANDS Ir <p �� I - 10') X 3'LD.POOL 9 f u' _ z 5' SOLE IL. o +'""�+-�-�• PROP. fTEdP�Gl�fz.+j o rn INSTALL STABILIZED CONSTRUCTION m O contact us directly at 1-800-272-4480 or by calling = EX15T. Gfi O BACKWASH LEACHING O 1 + —� MIN F FO r'' c�x i ENTRANCE. SEE DETAIL,DWS SP3 811,the national call before you dig number.For LIL #34 O,� 1 POOL(PBLP).SEE DWG � � J �.. 1 � � �j C�� + x4.30 + + + �� = � 2 00 excavation work completed on personal property, t LA � ,o Z r PROP.U/6- � W t� tF-- �4 TOG 3 EXI TING G EA A r E W W 00 is the contractor's responsibility–NOT the v f � 4 y 5P4 FOR INFO. + + + LP.TANK t - `� -t I NROP05ED + + � + -� + + + + \+ + + + RE5T00� _ N TI1 VE6E A I N I� O Q homeowner's–to contact DigNet.Having utility lines •J wy� /– , e PERVIOUS ®45' y. + + + + + W + + + marked prior to digging is free of charge. Ili 6'. tiT POOL EQUIPMENT r/ + + + PPRUTILOVIDE DE COMMON CH, ly _ o o GRAVEL MOTORGa1RT 0,71-FI/GB + + fi EXISTING CLEARED AREA � 2 tti 4 ON 4'THK P.G.EQUIP.PAD, LANDWARD LIMIT OF TIDAL •\11, PART OF TRIBUTARY IT SEE DTL,DW5 SP3 �+ + + + + + + + SEE DTL,DWG 51'3 + o AND �' TO BE REVEGETATED: = N ro ,11a — r i + r + + + + + + + c9 « 13)4 DRIV54AY \ C) r M ,r HATCHED AREA APPROXIMATELY SOS SQ.FT.AREA TO W WETLANDS AS FLAGGED BY = —, ,III, '`u � PROP05ED PRECAST /CULT•E / + + + + + + += � - - - - - - - � BE RE5TORED WITH NATIVE VEGETATION � W � oli, EN-GON5ULTANT5 ON APRIL O8, 201q = i / + + + � + + + + + II - - —0- - �� STORM DRAINAGE SYSTEM - 5T H _ r + + + + + + + + + o !1 � ED.6RVL PROPOSED \ (`- TABLE ON DWG 5P3 FOR PLANTING SPECS) l(1 w w EX �8 GT (T)GULTEG 180HD GHAMBBtS �' <c f \ �T ,lir, .III, air" WM O c r-, + + + + �+ � + + + + +O cD - 144 SF RAISED MASONRY \ F-�--I ~ - T STORA6E VOL PROVIDED 410 GU.FT. J , + + + + + + + + + + + ENTRY PATIO BENEATH \ PROPOSED REPLACEMENT LOCATION FOR -. -- • - - - ' - �_ ? EX 5To1dE o�F SEE DETAILS t REQ'MNTS,THIS DWG + + + + + + � + + + + + + 2nd STY OVR� a EXISTING CEDAR TREES ALONG DRIVEWAY O N all, , �� - -- r q (SAME CALIPER)WITHIN NOTED AREA W WM MM f�oADWAY �i SEE ARCH FOR CONN.LOG TO + + + + + + + + + + + 10 MIN W/14k14 STEPS \ 0 �— WM to 74 TO REMAIN L ROOF DRNG OUTLETS + + + + + + � + + +�f — — — — _® — \ I~t EXISTINZ` WATER MAIN �Q � \ 1 \ PROPOSED EROSION GONTiZ01_ MEASURE 84.45' EXIST. LOIS LANE o + + j��+ = + + + + - 513°31'40"1 55 LIL#33A � � 15'MIGHT OF WAY _ 1� 1_ . _. - . + �'� +-I - �_- + + p+ / 22.0' 8.q' - _ LOIS LA. EX STONE ROADWAY TO REMAIN (A Q,j. - - - ' 513 2410 E EXIST. -r+ -r'-=+L-f + -+ PROPOSED ,25.0' -5D F INSTALL INLET PROTECTION ON ALL oI�N 38,93 E - tTE 40.00 513°24'10"E ° ' , " E-1 M uX1 T. M-W � 1 + 4 +y + + i- t 58.4' ENGINEER: ' 513°24'10'1 rn , / /"' o- I I 11 I COVERS,SEE DTL ON SP3 / ts? EX 5TONE RDWAY 50.0) 43.85 FEMq LIES -r.�'. -� 815 SF ONiSRADE / , EX.)TIL. �� M, + + t + - T + +/ ar 4 ^�' PAVER GOI1RTrARD PROPOSED/ , 165' . It" PART OF TRIBUTARY II CURB y + + + + + + + + 1+ _�b 'o� o ,. "r 2-STORY I Y POLE -0-EX..ELEG.= now or farmed �. / -� -��- F-� = PROPOSED PRECAST/GULTEG Q_ ,( T O TO REMAIN �--'� �, HOLD , v, .� 1 1 1 11 11 1 METER EX•y� Ernest Gase,Ncnc + + + + �, + + - 4b7 &BEDROOMS DWELLING I z ( TO 511E REMOVU D y PROPOSED / < ° Marschecn,Barbara \ ! , w r? + Ae CRAWL�'RTD I I I I I I I I I % STORM DRAINAGE SYSTEM - EAST ��E Off! �� — O — W Mcrtin 8 Paul Prem ISOLATION VLV: < t45 __ �; 3,281 S.F. W ATT�D O L J L J L J L J v O ! • LOCATE AS SHOWN pC1i1 'FLF�D I + - - 6ARA6E ;r, I L - - ,, I -5k60'CATCH BASIN W/FW5H INLET <. * o :C � ....... __1 511RPACF NAT82 wTIxH ) + �_- - + �• ij �kH FFLFL.® 2nd FL OVRHANG ABV 'ca ° °. 01)GULTEC 180HD&W--ERS-USE TRAFFIC APPLICATION * �Y_ WO�TaF fin • TYP,8 LATERALS ��+ + + + + / 12.0'ASL 6FLEL C4 - _ w m ,i6 �=.. ¢ - I b 0' 36.0' x '/ f7 hc' STORAGE VOL PROVIDED: 648 CUPT. i _ 1 J •Q / 'O EX BRICK W TBR � 110 MiS WT1NN 150 FEET / - + t =r �+ + / i / i i / b34 ArjLLu - - = rF Tr IOD'I'ETLAND� ,+ � + M1K + y \ + + �' kI o SEE DETAILS t REQ'MNTS,THIS DWG fn 2 ZONE AE(l EDGE OF C _ EXI5TIN5 EDGE OF ,�„ POSED i _ F ( ) EXISTING C� f _ STONE DRIVErWY EXI5TING �pVeD_�ypg N \ ; ISH + +G' , + T IbD'/ N GLEARIN6 26.5' CLEARING N - pgEL�HATM ' 41 +1I h/ T5 -7, / CROSSING (CR), 2Q. ,`/ �O 493 � SEE ARCH FOR CONN.LOC TO ROOF DRNS OUTLETS _ � TO BE REWORKED :P ZONE � �n (, vMIN 1�- 1' + + � + +� HAX ' ? r- 7 (6F=6.3) �; c�+' ,ro r, � , �� N i PI�Of�. 14.3'• PROPOSED POOL GATE SHALL BE SELF-GILOSIN6 AND A p� AE(6) + N +� 01/'+ �, T+ SEE DWG SP 6'\ HAVE ASELF-LAT IN6 '40 . 4 - _ I b + , t 1-1+ �'o 6 RAISED MASONRY. :- GH DEVICE E S I (� + It'-, , 111' ► v'� � TERRACE•.5T.�P ,�• •" I JEFFREY ER P.E. TEST ... ��� m N EX.WD 1 ALK C� ./ + + III 1�1', �+'�-1�' + ��,/ + �1 `r PROPOSED POOL ENGL05URE. POOL FENCING AND GATES �, ._..,, HOLE titi I A ` +11111 '' z Iliq _ _ _ AREA:'.2 1�C•SQfiT: O� SHALL GOMPLY W11}L N.YS.RESIDENTIAL GODE,#�SLF.- - P EX.AG I TO BE REMOVED y d t �G�.. EX WD v� / _hATJiD / '+ + �, HI , + Ftp► + T5x •2rd FL.iTyv F._'V,tBV... . . . . .. .' . •' . . •'. •'. + + + + + + + T _ SECTION A6105 Q "A-__171� UNITS T8R 100'� •� F'r{ + MIK ,H ' z� i _,-f + �� , �+ � + + + + �! + + + ��- O 2.4' = EX PPOPANE �""� ". °® `�. _ ' + O7 ...��^^' o 'J + + + EX EA.AREA 's.� l!) ;T .B' 3 . TANK TO 8110' + + + + T5x � + -+ �? :9 .' '." FIL1�D BY REGENT DREDGING _`r - } - Q6 �/ �` �, s, + + As oBSERve�DuwNG TRUSTEES + `r' N LEGEND: Z = M �✓ BE REMOVED PROP05ED D15TURBED AREA + + + r - A+ r - -� + + Q PROP.RAISED POOL - / + + + ✓' M �j F- *°r U EH AhID SETBK 14.1' EX.OUTDR 'n r w o i �` F-1 �- .�..�., /' 2 STY FR.HOUSE t GARAGE o 'b / TO BE REVEGETATED: 5 MfN + 1- , 1, + �� �tY o M SHOIAER TO I`_" � 1 – �' � +�, 1 AREA 63Q SQFT. G�+ + -�� d,^ FIELD INSPEGTIDN(12-08-2021) 1 E'ROP05�SANITARY I/A SYS:�_�.-1 FUJI GLEAN 1.1-� v � �D TO BE REMOVED 11.2' � I RATC44 D AREA APPROXIMATELY t6b26 EQPT. 6 1-1N' +$.1 t + + pSEV + + � d" Q Z17 .� BE REMOVED \D y + , + , � _ II 4 ' h N+ + TOP®11.15'ASL. A5b5 PLOP r•l O COMER TO GRADE ` a I/A OWTS W/ F / � AREA TO BE TEMPORARILY CLEARED/DISTURBED P05T 126, 111 -- 111 + + + EO +_ Ute' �� AREA SHALL BE RESTORED W/ C/1 ANTI-FLOATATION (FF=11.0) ENGL. I 1 BOT.®6.25'A.51. 1 r . a SLAB TO a O f l f.-o 14.1' / m_ PORCH J FOR 5EPTIG SYSTEM IN5TALLATION SUBSEQUENTLY P0U0 + + 1�111 �y + I,i ,,p 1, 0-� + + at , + + + + + + + ( IZZP NATIVE VEGETATION IL+ ® J li + I+ ,MH1 +Wil, I I,3 + -1..9 + + + + + + + ( #01 + + + + + + + + q, , CIOUNTERACT - - 63.8' _ TBR .* t-1) RESTORED WITH NATIVE VEGETATION � - + + ;HH 1 , o + + + + + L':= Z N O ' 2nd STY /"\ 2nd TY (SEE TABLE ON DWG SP3 FOR PLANTING SPECS) + +I � ,�11 �,+ "� 'S' 1 + �o R� + o + + + + + + + ++ ++ *cv` + + + + + BUOYANCY w t It' ,� , G� E.O.EX. + + + + + + EXP v v E••..• DECK TBR DECK TBR + + + + / + 'r- 'i� + `1i 9 , ' , +k + t + + �� + + + + + + E.O.EX. A - ��++'ll t�1� PROP � OLEArzltto e+° + + + f REQV 65F 65F �-I Z"l O ` EDGE OF P�' T O+RAFtLY ) + + J I-h' �' � J;, y + + + +�'0* + + + ;,"-' GLEARIN6 I------------------ . F-1 � �j OOD DECK / + . + .- MIH,�1 � s 565OTEXTIL.E SAND FILTER EXISTING TO REMOVED EX.BRICK +CLEAR. AN RE5+T1xJ u N t +� N { + , . + + +_�,�� �► 0` O L__�_-�_-�_ =____J V) v O C) p GLEARIN6 WALK TO +� NA 1VE TATIO AR SETBK r + °� / + \_ + + + + v / �p Fp• +79, ® � 150LATION VLV IN 4 WIDTRE'NCH �•-I < LW N ~ POST EX. � + - � lO0 hETLPu ID �.�.� ��^ , , FOUND ",. *FLAG — — = BE REMOVED to ) r -t �L_ + + + + + + / FEMA LINE _ ZONE � :POLE — — ,�" TEST HOLE + + r .,.� �, �°' � W z 6. �..¢ : TER EX. WD WALK — BE EMOV D �� `� I �t ,�F1E10 J .,,� �' ,.,�_ �O LOO'I�TtAtIo ,� ZONE A _ + .� ,,�' AE 8 PROP05M 5TORMWATER SYSTEM. � 0 Lu — 4a Q now or formerly ...� "° , : `` ► `Y �� PROVIDED BY: +� / + + + + ( ) \ �� z David Terry case �5E1T3AGK . u p, o >, \ �+ TM�'�RARtLY 1 O o �..- + + '0i � GU_TEG ISOHD CHAMBERS O n Qt MILLER ENVIRONMENTAL GROUP 6 1-.7-C-y- +•1 �^ 6 G�EtARE AN 141E TG, D ��1 3 r-_--T- T- I-I Revocable Trust -,. .--. •"I". �� � A AE(8) C$!r � 538 EDWARDS AVE,CALVERTON NY -- � Ea• �(p•(, EAWNG + NAI IVE�6�TAT�01�A�RF�A \ � 5' r`' °Qt� C_ -___] INCREASED STONE Q � O (forwrl Marlon Gaye) 4, " 7 PERFOP14ED ON: 10-30-2016 o + + + �, $Z L J- J APPLICATION Q EXISTJu` Q$ 4 � °11 5 IN 5'WIDE TRENCH LU � b �� �' -Q I PROPOSED DISTURBED � $9 6� � \ ° � J � vAGAxT «, ,/��� EL.4.18' I -I.0'BE LON 6RADE v'- ZONE X AREA TO BE REVEGETATED: s 6 \ O7 35AVXV PRECAST GATGH C4 W C3 V — '17- ND WATER SERVICE OR hELI -�- I ] N BY REMOVAL PER SGDHS REQUIREMENTS � ',5 ,-„.,"� ..Q ,_„_,"y � BASIN hU FLUSH INLET � � J Q (SEE BOILED NOTE, THIS DWG) %, O 1 1 I MEDIUM SAW BROW'4 O HAT( AREA APPROXIMATELY t1,313 SOFT.AREA /_ \ ^^ � # N tJ� �$� / O� (51 6 TO BE TEMPORARILY CLEARED/DISTURBED FOR � F-� O \ 66• EL.3.18' CONSTRUCTION INSTALLATION AND SUBSECtJENTLY TIE LINE ALONG,APPROX.HA.M. O COVER TO GRADE /^ PRECAST 10'm u cW I.O -2A BELOW GRADE Y (EQUAL TO TIDAL►^ETLAND BOUNDARY ;_' COVER BELOW&RADE (' ; 1 POOL BACKWASH W 11) U_ � (N 0,11 I i5 RESTORED WITH NATIVE VEGETATION(SEE TABLE e/{ \ / L.EAGHINS POOL >� N MEDIUM SAND-BROWN AS DETERMINED BY EN-CONSULTANTS � 3 � O .4- ON DW6 5P3 FOR PLANTING SPECS) en O MN (S{� F g a t.P � ON 04-0&2019) AL1 ly O ABANDONMENT BY REMOVAL: o EL.2.18' 2A-3.0'BELOW GRADE N o t1� _______- u-- ZONE XZ PROPOSED 10 POOL WATER W a Z EXI5TIN6 SYSTEM TO BE ABANDONED BY / � GOU-SE/MED.SAND CJS �'' O SUPPLY LINE TO POOL EQUIPMENT W ° O REMOVING ALL RESIDUAL SF_WAGE WASTES BY �' l� vj MIXED GRAVEL(SW) W _ -a () A LICENSED WASTE HAULER,REIMOVIN6 THIE FEMA LINE .�°' Q Q E3.1.18 3.0'-4.0'BELOW GRADE APPROVED �� O .. ENTIRE STRUCTURE(S),BACKFILLING WITH -_,,,, �.. _ - T .� EXISTING SPOT ELEV. x6.0 M®.TO FINE SAND, M ®r o BOARD OF 1 t�USTEES A-+ m ? Z 0 ` SUITABLE SAND AND GRAVEL MATERIAL,AND ” � � - EXISTING CONTOUR - DARK BROWN W SILT(SM) r0'' PROPERLY COMPACTING. EL.O.IS' �_ � � FEMA LINE ,. 00' \ TOWN OF SOUTHOLD_ To BE REwoRKED: O q A rn ZONE AE(8) 0 4A 5A BELOW .",., -,- ..�. ._ x MEDIUM TO FINE SAND, -,.& - ,. ,: .� ..-. . �. -.,- ..� ZONE AE (8) �I ' b I o .� o BROWN(5W) DATE 15. ' `' �� l. �1 v pl. ��T ....�ti P��11 20 STING CONTOUR: o , 1` V� o ...`...N EL.-O.b2 5D'-6D'BELOW GRADE U , i —6— � _ — °301 _ MOIST COURSE-MED.DARK PROPOSED PARTIAL SANITARY SITE PLAN I; PAGE. p ,��. �� $4 1(�, now or formerly ( ; DEC 1 S • -�t 14.08 .1" -13 GRAY SAND(SW) David Terry Gase Lti... ' r P.CONTOUR. 1 5 E_. 182 �_-- _ 1__�; N73 5143 W 6A -lA BELOW GRADE Revocabl Truat 20 10 0 20 40 bo ) & � "'t, _� TIE LINE ALONG APPROXIMATE H W.M. 6ND WTR a FJ_.-23 ' MOIST TO NET (formerly Marion Gase) GRAPHIC SCALE rn I" = 20'-O" ��� �c - ,• ,. """-<' ._.....� ..-.,._—.—._.-- (EQUAL TO TIDAL WETLAND BOUNDARY '� 151 .16 '` i __ .____Gjc� ,'t� of Y,..>, 1r � PROP.SPOT EI EV.: x80 SITE PLAN - DEMOLITION PECONIC BAY AS DETERMINED BY EN-GON5ULTANT5 �-•-262' T SAND,BPS _ � ..---- I"* - - ' ' TEST HOLE ON APRIL 08SPI ,2014) t ,SSA P30 15 O 30 boo ZONING a0 4115 EST EXPECTED 6ROUNDHA R EL 0 92 O " ^. _ ti 114.0 rn N < FINISHED IFLOOR ELEV. GRAPHIC SCALE LIMIT kiNl3 '-o" ' - N73 5143 PECONIC BAY DHS APPROV�L AREA: F•�, of 4 .. I/A OWTS UNIT SIZING: FIN.6RADE 5•GD.H.5. 0IVI510N OF ENVIRONMENTAL QUALITY,STANDARDS FOR o N APPROVAL OF GLANS AND GON5TRUGTION FOR SEWAGE DISPOSAL N 3 SYSTEM FOR S 1 O n SINGLE-FAMILY RESIDENCES � N �Z COMPACTED SELECT FILL TO DATED: DECEMBER A 2011 CN � -Q Alarm Panel shall be: ;/\� \ ��\\\\\ GROUND SURFACE SLOPE �\y,\\�,y ,y/, TABLE 3: MINIMUM I/A ON-SITE WASTEWATER TREATMENT CAPACITIES 6 z ✓ in a well ventilated area as ivy%\ may/v< 6RATANK�I W�' F 8 BEDROOM DWELLIN6: d qq qq $ o dry and protected from �;��;; .`,��;\\�� MINIMUM TA t� CAPACITY = 880 GALLONS N A 4 Q 1 a elements as possible INDOORS OUTDOOR' ` OWTS CONTROL PANEL GROUND A ✓ in as close of proximity to 2 X12,�12G IN 1 ON NEMA 4X ENCLoJ LUG J I/2"MIN.COMPACTED CRUSHED I/A OWTS UNIT LOAD CALCULATION: FujiMAC Blower as possible ElUILDINr9 SCHEDULE IT N 4 2 3 7 5 6 G STONE BRING STONE TO MID 110 GPD x S BEDROOMS = 880 GPD TL FLOW REQUIRED I z ? Z POWER PANEL I PVC,CONDUIT SEAM OF TANK COMPACTING q - NO FIELD PROPOSED SANITARY DESIGN FLOW = 880 GPD N ✓ wired by qualified PROVIDE I- I tt12 1...#12, 2#18 GONNEGTION IN b-INGH LIFTS. USEUSE FUJI ENHANCED TREATMENT UNIT (Y o Q electrician I-20A,I�'OLE � • CIRCUIT 20A •• MODEL No. GENIO,GRAVITY SYSTEM in ✓ in a location that allows BREAKERSIN .-� I fi12, I X12, TREATMENT CAPACITY: I unencumbered access for BUILDING 9126 #126 .. b DEE'MINIMUM STONE BEDDING AOO t 7PD Z inspection and maintenance POWER PANELF USE:Y4 -)5'DIA.STONE,LEVEL TO WITHIN '• TL. R)RKIN6 CAPACITY: 1,468 GAL AIR FUJI ETU 1/8"(FORE,AFT AND SIDE TO SIDE) •• FLOW f'ANGE: 50-1,000 GPD activity )DUPLEX 6171 OUTLET INSTALLED ( COMPR INSTALLATION DETAIL NOTE. 5EE'COUNTE7ACTIN6 BUOYANCY •• MAINTAIN REQUIRED SEPARATION DISTANCES LL IN WEATHERPROOF ENCLOSURE 14P - INSTALLATION DETAIL'FOR ALTERNATIVE .. SEE DETAIL FOR INFORMATION,DWG 5P2 W Alarm Circuit Breaker FINISHED 6RADE 0 _ `SCS' NONE TO BEDDING IF APPLICABLE Float Switch,Pressure Switch, Test/Normal/ Air Blower shall I-e': Test/Normal/Silence Switch Silence Switch FUJI CLEAN ONE LINE DIAGRAM S S o ry ✓ in as close• .o?•:Inity to control panel as possibleNOTQ - M I PROTECT ALL ABOVE AND BELOW GRADE WIRING, ✓ on a solid (e.g. concrete)pad to minimize vibrations ,n � C Circuit.Breaker � -: .t°' RUN IN PVC CONDUIT,SGH 40,MINIMUM. - _ ' SCALE a water level ([Xtra component if •' •�� .,,., Alarm Beacon I/4'SSTL GABLE SEGUR®BY 557E I/4"SSTL GAEiI..E SECURED BY � I� $ O g � 7 necessary,such as ��,;.,,�,� •�':' .�x;'.,"� in a locatio,t a�c�t°� � 1 � _ � GLEVIGE5(iYP OF 2� SSTL GLEVICES nYP OF 4) ✓ away from grr.se exhaust fans.discharge pump) , , T ; M CLEVIGE ATTAUf�TO NYLON GLEVIGE ATTACHES TO NYLON p I "' PUMP ✓ away from hear: om windows and other locations where = STRRp RING FUJI GLEAN USA TRAP R •��.�,;..,...�,a• x�,': ':,..',:,�.,m,� ,•:,.�... ALARM EFFLUENT FLOAT operations! ,ounds(although minimal may be a nuisance SWITCH g } Y I' NT - TREATME PUMP` "1111 ..-., _, ENIO FLOAT 1 G1 -III-II-111 10.0'x 10.0 u u 1 u ix 15 SLAB ✓ n a i" tin;; •' •_ •" �•�' Pressure Switch '' SwtrGH - - - I locat -I - - tallows unencumbered access for 1�LL� MODEL' SYSTEM M t - - 11�II�iT1- TOT V ,a- .�..�• AL GLUME• '_111_111 - T1= I III-1 I_I I I_I I „-.: 0 N51TE WASTEWA R c _ 1111. '.;'11'11.;..;.;1:11:1.; 1.111;.:..;1.111;.:..�...•.. _� ..;::.: ..:.::.•...:..... . . . : . . . . . : ::' •:::`::��' :::�':� - - ins _ _ - 1L�i1�L11- 150tGUFT.(556tU1.YD5J inspection maintenance activity • TREATMENT SYSTEM . . . . 11 = ( 11 MAG BLOWER MODEL FUJI MAG _I III IIOmII IIr t YIEI6IiT:22 LB 3/8 x 12 x I-I/4 SSTL EYE ✓ _ Soo - with proper r . i t ' o r r - - - ,cal grounding n F I- P p g ... I r . ( �. 150R11 - _I I I_I II I� �I HOOK II II 1'TYP OF 4 1 'I with w' in • r Ir r. i. - G _electrical cal conn [ = ec ions ma 4 ' ll�l� - t deb a licensed Y "..:'':::•::•. : I '::;::•::i•:•...... ..... •:::. 1111... ......7.7.7.1.. II-III-II r = _ _ electrician. - , 1111: . . �A may, VOLUME 150 mtn P i AIR FLOW V II II ,III II - - with noob'�'..' Ls o n to I of electrical al r c o d. 5.3 CFM � c 11 -- - a 1 p I I�II 1 X111= =I = III II 1 1 y >'l - - - in a well v' ,,t:. t I_ ed space out o - - f direct sunt n t ll��1i sunlight and - 2 a P °2 I I�I I�I I�_ - - a SURE 18 kPa 2b s1 III III-III_ , NORMAL FRES 1 _II_ _ a ` 11�11�1 ro tected f P le n .. me s such.. t s as direct rain- r nor snowfall. MIN s a .b . 11�1)� - - - MIN p t. .,. s' ,_III_I_ ;111;1..•.....:...: ... ,::�:;�:� �:� 1111.. 1111.. ..•:�:��::'''. "`�'a•�.�' ..r. . ''.:.�,�.s1ti :. r �I I�I Hardwired desired o .. t ower' .t., , ... M. In states and jurisdictions - - that require re 1 11�LL�ll1= - - a N q •�,.'.. ��-III . � a - r _111_11 I OLTAGE IRON Terminal Blocks RATED V - r r �.• � a dwl t connection. 1�11� n u ection. Al- - a p -I X111-I I I f III-III-III II II I I ) ,9 i : < 1 1 111- ll L= - r�: -- =11.1- - - - d - - g ff ll1-11.1- - i 'n k; l .- _ FREQUENCY :::�I: ::::LE `��E: F �FUJ C �•N TLJ••• 60 Hz -I : -111=III L-I -I - Blower Hardwire �II�II II III a I I - ' � (`'. -� Ill-=111= 4 +.-I I I_I I�I I�I I�I „� I II II II IL- 4, Line ) - - - 'M DEL E 1 - (V PIPE SIZE m OD _ _ _ n�n I I d OUT 13 mm ID 18m LET �n ti E �I 4 fy{TMxf� iM A 9 �Im q 175 P 's 45 I 33 1L�1L�IT I x . ID OD 64 b4 r ' =11=11= I-1- I I II I - - - r. rt 'f I III III III. � r: -ll�Jl� _, 1 11� 1 WiringD a ram - - _I I_I I I_I�I _I I I I - • g _ '- �I I-III_ s' 4 + : I I' FUJI LEAN C ET E a' 1 1� U C N10 a 4 WEIGHT 5A - - - I - _III u�1 , III I I _I E _.. . .� z k9 - - "�.:`' ,;•-^"•"'7"111. �:. 11117 '=111=1I� _ =�ll� Cts �• ,: j II LBS. BUOYANCY CALCULATION: r l ;^ Horn u1-111 I-1r U t� y ,• ll BUOYANT FORGE 15 RESULT OF AIR VOLUME WITHIN ts�.' .,. ;Y' ' '.';.-:�x:b �II III-III- .. . II-II� POWER CONSUMPTION I.b Float Alarm Line f 'ti l CONTAINERS FULLY Ii�tMERSED IN WATER ,� a . w kWI/DAY nI=III=1i lit= P ,.:�• :.- 'y..- ..„.....:..a.M. �k' " Grounding - I I �IIII I GENIOUPLIFT, 14,671 LB5 _ F Watert ght , Block ' _ ill 50SG SAFETY FACTOR: ?,336 LBS *_ AMPERES I.IA 3/8'x 12 x I-I/4'SSTL EYE LT i r • TOTAL BU01(ANT FORGE, '�_ 4 22,00 t LB5 POWER GABLE 3 x 18 AWG x 18 m (5-q39 GONGRETE WEIGHT: 150 LII G.F. REINFORCED GONG.SLAB, PROPOSED BLOWER IY �..,•w."^" ;. ^-:7111 1 HOOK hYP of 4) m REGTAN6ULAR CONCRETE PAD, x 150 CUPT. b'xb'xl0'WWM n/ O Incoming Air MANUFACTURER MADE IN JAPAN 100'x IOA'x IS'SLAB IO.Ot6 x 10.0'14 x 15'DP W/ Q15E CHAIRS) MODEL No.MAC150RII/200II i��--����1i •t BY FUJI GLEAN TOTAL VOLLK: STRAPPING AND ANCHORING PER DETAIL W ({) X Neutral Block Power In Pressure Tubing FUJI CLEAN ETU CEN 0 - �&"I22�tLB ANTI BUOYANT FORCE= 22,500 LBS ,e.'•. „a:.• :• ,• _ X Z ANTI B"ANT FORCE EXCEEDS BUOYANT FORGE BY A �X: '• °x : a X , O COUNTERACTING BUOYANCY INSTALLATION DTL I53 SAFETY FACTOR �p O SCALE, NONE TYPICAL SLAB DETAIL B A ETU BLOWER UNIT Q W Q•Q' SCALE, N.T.S. W VISUAL BEACON�� O 3.2' 2.5' of NEW YORK CITY 800-272-4480 1 811 FUJI CLEAN GENERAL NOTES: T NO, CHAMBER Volume( I) & LONG ISLAND www.dignetnycli.comorwww.call811.com W I Sedimentation Chamber 558 (forotherstates) I/A 5Y5TEM THE ETU SHALL BE INST/,IJ ED PER FUJI GLEAN INSTALLATION REQUIREMENTS AND ANY (`{) ,Anaerobic Filtration Chamber 55b FASTEN PANEL TO CONTROLLER ADDITIONAL REQUIRLMENT5 PER 56DH5 AND THE DESIGN ENGINEER CONTAINED HEREIN. RECIRCULATION © By law,excavators and contractors working in the five For safety reasons,homeowners are strongly , , AND ALARM I. THE DESIGN ENGINEER SHALL OBSERVE THE OWT5 PRIOR TO BACKFILL AND DURING i AIR LIFT PUMP ® Aerobic Contact Filtration Chamber 248 boroughs of New York City and Nassau and Suffolk encouraged to call as well when planning any type PROPOrD H FRAME, SYSTEM START-IF. - i Counties on Lon Island must contact Di Net, of digging on theirproperty.Homeowners can SEE DETAIL,TH15 DWG �© Stora a Chamber 125 g g gg g 2 THE OWTS SHALL BE TESTED FOR WATER TIGHTNESS USING A METHOD APPROVED BY SCUM BAFFLE DISINFECTION 1-800-272-4480 or 811,at least 48 hours but no more than contact us directly at 1-800-272-4480 or by calling CONTROL PANEL THE MANUFACTURER r'RIOR TO ARRIVAL AT THE SITE. Disinfection Chamber 11 10 working days(excluding weekends and legal holidays) 811,the national call before you dig number.For NEMA 4X 2-I/2" 3. A FUJI GLEAN REPRESENTATIVE SHALL BE PRESENT DURING START-UP ~� VENTILATION CYLINDER(OPTIONAL.,) prior to beginning any mechanized digging or excavation excavation work completed on personal property, Total Volume 1498 i-- � work to ensure underground lines are marked.Excavators it is the contractor's responsibility-NOT the 4. THE INSTALLER MUST HOLD A CURRENT LIQUID WASTE LICENSE PURSUANT TO GRAFTER PIPES 5' OUTLET PIPE and contractors can also submit locate requests online, homeowner's-to contact DigNet.Having utility AIR 601- E550R 5. 563 ARTICLE VII (5EPTIG INDUSTRY BUSINESSES) AND ENDORSEMENT J(INNOVATIVE AND ENGINEER: 11 through ITIC.If you do not currently use ITIC,please call lines marked prior to digging is free of charge. ENCLOSURE W/BASE ALTERNATIVE TREATMENT SYSTEM INSTALLER)THROUGFI THE SUFFOLK COUNTY 5 INLET PIPE \ 5PEGIFIGATIONS 1-800-524-7603 far more information, GFI OUTLET DEPARTMENT OF LABOR.LICENSING AND CONSUMER AFFAIRS,PURSUANT TO SUFFOLK �F N E REGIRU) TION PIPE AIR LINE TO COUNTY CODE,563-74(II)(J). A A fViaerobic Media PP/PE Filli Rate 4bAi USE 2oA BREAKER TREATMENT TANK 6 THE OWTS INSTAL' ER SHALL REGISTER THE OWT5 WITH THE 5GDH5 U51NG DOCUMENTS APS e �- ( Board T e Aerobic Media PVC/PP/PE Filling Rate n� FROM BUILDING PWR PANEL (� 'A f ` PROVIDED BY THE DE516N EN6INEER. Aerobic Media PP/PE Filli Rate 54:6 7 THE OWNER SHALL EXECUTE AND MAINTAIN AN OPERATION AND MAINTENANCE \ Blower 3A cfm FUJI CLEAN BLOWERS--MAC-SERIES "R" PERFORMANCE CURVES (60 Hz) POWER LINE TO FLOAT AGREEMENT WITH AN AUTHORIZED MAINTENANCE PROVIDER. THE AGREIEMENT SHALL r I '" HAVE A MINIMUM 3-YEAR SERVICE INTERVAL. n AIR LIFT PUMP Tank FRP 2Lji .b GFM AIR LINE FOR ALARM 8. NO KITCHEN SINK GARBAGE 015POSER SHALL D15GHAR5E TO THE OWTS. 2 FLOW OPENING(iYP,) \ PVC/PP/PE USE 15A BREAKER G. NO WATER 5OFTrNER SHALL DISCHARGE TO THE OWTS. N� O INLET BAFFLE © Access Covers Plasty/Cost Iron MA620OR {,'OWER FOR COMPRESSOR) NOTE: 10. INSTALLATION AND USE OF THE VA OWT5 MUST CONFORM TO THE DEPARTMENTS �A 3 (3'5 � FLOW BAFFLE �© Disinfectant( tiorlal) Ghlorine Ti blets 240 LMt BLOWER M15T 6E HAND WIRED APPROVED I/A OWTS(S11DANGE DOCUMENT PREPARED IN ACGORDANGE WITH THE �QO _J1S1CNP�' (CLEANIN6 OPENING) 8.4 CFM STANDARDS FOR "APPROVAL AND MANAGEMENT OF INNOVATIVE AND ALTERNATIVE ON r C' MAG'15OR II'AIR 13LOHM 51TE WA5TEWATER TPEATMENT 5Y5TEM5." FUJI CLEAN USA 200 MAC,15OR II. THE UNIT SHALL BE VENTED TO THE ROOF OF THE RESIDENCE BEIN6 SERVED.VENT JEFFF2EY T. SUTLER,P.E. CONNECTION DETAIL - 6 THK PL.EQI1PMBlT SLAB ?A CFM PIPES SHALL EXTEND A MINIMUM OF 6" ABOVE THE ROOF LINE AND THE TOP OF THE (5EE DETAIL,THIS DWG) VENT SHALL HAVE A MINIMUM HORIZONTAL SEPARATION OF 12" TO THE SLOPED PORTION B � CONTROL PANEL AND BLOWER p PLAN VIEW 1/2'AIR INTAKE ENHANCED TREATMENT UNIT (ETU) M MA6120R OF THE ROOF IN GASES WHERE IT IS NOT PRACTICAL TO VENT THE SYSTEM TO THE ,J J IBO LAMh NO BE MOUNTED ON 1i'FRAME OR EQUAL,SEE DTL THIS D146 RE5IDENGE ROOF,A VENT PIPE MAY BE PIPED TO THE EXTERIOR SIDE OF THE � O MODEL CEN 10 O 63 GFM ALE RESIDENGE AND TERMINATES A MINIMUM OF IS" ABOVE GRADE. THESE VENT PIPES MAGIOOR SHALL BE LOCATED A MINIMUM OF 3' FROM ANY WINDOW OR DOORWAY AND MUST FW-4 Z l°_ m c�A�; 1y0 20'�HDPE 5ECURE 120 UF11n MA6200R TERMINATE WITH,' GARBON FILTER DEVICE. ALL VENT PIPES MUST HAVE MINIMUM O V 20'0 HDPE SECURE HEAVY COVER BY Q 4.2 CFM DIAMETER OF 2". HEAVY COVER BY POLYLOK,TTP. MAG80R G WELDED JOINT 12. ALL ADAPTORS, RISERS,SAFETY SCREENS,AND LIDS SHALL BE MANUFACTURED BY IU POLYLOK OR EQUAL. W O IL POLYLAK,TYP. Bo L/Mln MArNE6TIORAtAPTER D 13. DIRECT BURIAL OF ELECTRICAL AND CONTROL WIRES 15 PROHIBITED. ALL WIRE5 SHALL H 2 N O TANG WALL GONNrGTION ADAPTER s 2b CFM MAGboR BE ENCASED IN /4' MIN SGH, 40 PVG CONDUIT. Q 20'1 SAFETY SCREEN 3/4'PVC,CONDUIT Z 20"m SAFETY SCREEN 14. THE OWTS IN5TA1 I Ek SHALL PROVIDE EITHER A 20-AMP CIRCUIT BREAKER INSIDE THE � � Q 3 BY POLYLOK, BY POLYLOK,TYP. DWELLING MAIN ELEG I RIGAL PANEL OR INSTALL A SIB-PANEL IN AN EASILY 40 Lftln MAG40R AIR LIPS A6GE551BLE LOCATION. [�� p 1.4 GFH MA66OR 15. INVERT ELEVATIONS ARE ESTIMATED THE OWTS INSTALLER SHALL CONFIRM ~ � O O 11 D151NFEGTi0N �- 20'� RISER BY MAG40R I ELEVATIONS PRIOR TO GONSTRUGTION AND NOTIFY THE DESIGN ENGINEER of ANY 20'0 RISER BY 18 l8 24 CYLINDER(OPTIONAL MANHOLE O O DISCREPANCIES. 7 POLYL.OK, POLYLOK,TYP. O FLEXIESLE Gou'IJ14e W z I MANHOLE MANHOLE MANHOLE BUM SEALANT ��,r,Gn� Ib. THE:OWTS INSTALLER SHALL NOT BACKFILL ANY WORK PRIOR TO INSPECTIONS BY THE W Q Q O 5/O.T3 10/1.45 15!2.18 20/2Q ?5/363 30/4(35 35/5A8 PRE65�ARal1ND pR0Y1D�TANK ENGINEER AND 5GDH5. FLOW OPENING PRESSU E KPa/PSI PERIMETER PENETRATION 17. ALL MATERIAL,I/IORKMAN5HIP, INSTALLATION PROGEDURE5 AND MAINTENANCE OF TRAFFIC SHALL BE PERFORMED BY THE OWTS INSTALLER. r l Q O cn ry BOARD TYPE ASSEMBLY DETAIL Ib. OWT5 INSTALLER SHALL BE RESPONSIBLE FOR ANY AND ALL MARK OUTS FOR ALL U - y CONTACT MEDIA NO SCALE UNDERGROUND UTILITIES AND SERVICES IN THE AREA AND RELOCATE THEM AS REQUIRED I--I Lf) J O THROUGHOUT THE -ROJEGT PER PREVALENT CODE, h-� WALL WEL17�JOINT 14. FINAL APPROVAL SHALL NOT BE GRANTED UNTIL ALL THE FOLLOWING REQUIREMENTS LL LOGIC DASHER 1/2"PVC.GONYJIT ARE FULFILLED TO THE SATI5FA6'nON OF THE ENGINEER,560PW,AND 500H5. LL # O 20. CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLIANCE WITH FEDERAL,STATE,COUNTY J L O H ECTRA `L 4' INLET PIPE AND LOCAL SAFETY GODE5. Q � � LL Z � FLOAT PURE GONDIaT 15ER(TYPJ 21. NO CONSTRUCTION SHALL COMMENCE UNTIL A PERMIT TO GONSTRL6T A WASTE RECIRCULATION 2 n'PVC ADW O ._1 DISPOSAL 5Y5TF11 HA3 BEEN ISSUED. W � O CV ® A55EMBLY 0 MALE ADAPTER FLEXIB �� �� �' �� /' 1�� 'OUTLET PIPE 22. OWTS INSTALLER TO GOMPAGT AREAS DISTURBED TO Q5%PROCTOR DENSITY 36 IN. LL O ® �nv DETAIL 'A' ( Z -I�`' \ \ \ BELOW GRADE, 12 IN. LIFTS MAX). 0 O O d PERIMETER OF I I I 23. OWTS INSTALLER SHALL SUBMIT ALL INSURANCES TO THE OWNER PRIOR TO 914 \ '�ADS RI5ER CONNECTION I\ 1 I\ I i\ I COMMENCEMENT OF !CORK. NO SCALEO 24 OWTS INSTALLER WILL BE RESPONSIBLE FOR RESTORATION OF ANY AND ALL DAMAGE O m = 1�a ® �� ��/ �/� '-� ��/ I F�LIL TO ANY 5TRU67URE OR GRADE AS REQUIRED BY AGENCIES HAVING JURISDICTION,AT NO F-y - Q 9/4'NYLON TU�IN6 /4'PVC SOCxNPT MALE a 'A' �` , ' , 25. ADDITIONAL LCOST SHOLL E OHNERALL SAFETY MEASURES INCLUDING SHE AEROBIC MEDIAOHTS SHEETING AND ADAPTER WIAND LOCK TH T B _SHER � IANS 26. OW 5SHOR1 NSTALLEr' SHILL VNG TO PROTEr.T 5511T THE SITE,REVIEW ALL CONSNG STRUCTURES AND TRUCTION DO('UMENT5 PRIOR AERATION A55EMBLY /4'PVC HOSE BARB TO SUBMITTING THE i3ID PAGE: x NPT FITTING SEE DETAIL 'A"FOR DETAIL 'B"FOR 27• OWTS INSTALLER :)HALL INFORM THE ENGINEER FOR ANY OMISSIONS AND OR THROUGH RISER GONNEGTION ~ CNTRL p! THROUGH TANK DEFIGIENGIES A5 SON A5 THE OWTS INSTALLER BECOMES AWARE OF IT t- DETAIL B' PANEL a CONNECTION DETAIL` 28. OWTS INSTALLER SHALL COORDINATE THE WORK WITH ALL AUTHORITIES HAYING 3/4"PVC,SXXWT V JURISDICTION. 0 'I- 29. OWTS INSTALLER SHALL VERIFY ALL FIELD CONDITIONS AND DIMENSIONS PRIOR TO TANK CONNECTION PROVIDING BID PROPOSAL.NO SCALE W4'PV(, 01 FLEXIBLE COUPLING MEETING ASTM CA23 STANDARD 8WHER m 30. OWTS INSTALLOh 5H!'I L BE RESPONSIBLE FOR FIELD FIT AND QUALITY OF WORK SATISFACTORY TO 56DPW,SGDH5,AND THE ENGINEER. NO ALLOWANCE SHALL BE MADE SECTION B-B VIEW GOWU1 EauAL TO FERNCA wrH STAINLESS STEEL BANDS PROPOSED P.G.PAD, ON BEHALF OF F NY ERROR OR NEGLECT ON THE PART OF THE CONTRACTOR SEE DETAIL THIS DWG DEC 5 SECTION - IE 2 SEALMT MMTiNS ASTM 6490 STANDARDS EXAL 31. OWTS INSTALLER SHALL NOTIFY THE SGDH5 48 HOURS PRIOR TO THE INSPECTION. O TO GON51I CS-101 BUM SEALANT , of 4;`' I . _. , NOT': ANTI-SILATION FABRIC SANITARY ABSORPTION TRENCH SIZING 5EPARATION D15TANGE REGET5 FOR 50' MIN. I.SEED AND LOAM TO PROTECT FROM ER05ION W01/Ehl WIRE FENCE (MIN. SYMBOL: 2.GRADE SURROUNDING AREA 50 THAT 5TORM WATER RUNOFF PROP05M 8 BEDROOM DWELLING SANITARY LEACHING STRUCTURES PROFILE EXISTING 14 1/2 6AU6E W/MAX. b' MESH SPACING) X X D15TRIBIJTION PIPE(SDR 35) W/ 51ZILI6 PER: UNOFFICIAL COMPILATION OF GORES RULES AND REGULATION OF THE STATE OF NEW YORK (RESIDENTIAL): MOUNTABLE BERM (OPTIONAL) PAVEMENT DOES NOT RUN TOWARD OR POOL OVER AB5oRP110N FIELD TITLE 10 DEPARTMENT OF HFFATH.CHAPTER II.PART"15.STANDARDS FOR INDIVIDUAL ONSITE WATER 3 S. PERFORATIONS 8 AND 4 O'CLOCK / N o n SUPPLY AND INDIVIDUAL ONSITE WASTErIATER TREATMENT SYSTEMS.APPENDIX 15-A MINIMUM HORIZONTAL SEPARATION DISTANCES: 36 MIN. LENGTH FENCE P05T5 p � 10 MAX. G. TO G. b"• LAYER 2�F LOAM TABLE I. DAILY PE516N FLOW= 110 6AL5/DAY/BEDROOM 0&0 6PD TL FLOWI A.B UILDIN6 W/CELLAR= 10'-0' DRIVEN MIN. Ib INTO GROUND. „ TPREFORMED METAL CLAMPS TABLE 4B: APPLICATION RATE = 120 6AUDAY/SQ.FT. B.BUILDING ON SLAB = 10'-0" EX STIN6� FILTER z O O c?S =' - xxx (FOR SECURIN6 PIPE IN PLACE) TABLE 6D: ADJUSTED JREOV LENGTH OF ABSORPTION TRENCH = 122 LIN FT G.PORCHES,DECKS,HOUSE OVERHANGS, GROUND CLOTH x x x x xx xxxxx xxx x o b' OF GLEAN SAND xxx x x x AND STANDARDS FOR APPROVAL OF PLA145/GON5TRUGTION FOR 5EHA6E DISPOSAL 5Y5 FOR CANTILEVERS,ETC, = 5'-0" x x x x D.WATER LINES= ID'-0' Q x x x x 65F-6EOTEXTILE SAND FILTER SINGLE-FAMILY RESIDENCES,DATED 12-24-201"1 , q A fl TABLE II - ADJU5TE0 REQUIRED LENGTH OF A 6RAVELLE55 A55ORPTION TRENCH FOR STANDARD E.SURFACE WATER 4*71-ANDS) = 100'-0' 50 MIN. A "f ASTM G33 WASF�CONCRETE DE516N FLOWS(FT)6RAVBIE55 6EOT'EXTILE SAND FILTERS(BA5ED UPON 6 5.FJFT OF TRENCH) F.PUBLIC WELL = 200'-0' AN VIEW T- 6.PRIVATE WELL = 100' 150' O GSF /_ j y HEIGHT OF FILTER SAND REQUIRED W/LE55 THAN 10% H.RET.WALL(WTRPROFF) - 10'-0' z _ " EXISTING - - Ib MIN. ? Z ? ='•�': .: • ,:-.••:..?•..:;••- .••••• >•.....;..: ...:•:;' :;• : " ;' PASSING A#100 SIEVE AND LESS x SANITARY ABSORPTION TRENCH CALCULATION: J.U/6 FCB_.TANKS = 10'-0" � .� � �,-- -�� ':: : :: :' • ': 3.0 : ':' THAN 5%PASSING A#200 51EVE = GROUND ' :. : .. . K.U/6 UTILITIES - 5'-0" O 8 BEDROOM SYSTEM REQUIRED INSTALLATION: L.ROAD STORM DRAINS OR REGHAR6E BASINS =20-0 41 y BO.IRENG o B.4B5' I I I I z �/ PER5PEGTIVE VIEW ��G �, _ �' a 122 LIN FT OF GSF ABSORPTION TRENCH(31 MODULES MINT M.ONSITE STORM DRAINS OR RECHARGE BASINS= 10-0 � Q N.CATCH BA51N5,NON-LEACHING = 10'-0' 12 MIN. EXISTINGin INSTALL: 0.5AN.LEACHING POOLS = V-O' N PAVEMENT GONSTRUGTION SPECIFICATIONS v, IE `('•O ELJEN 65F 6EOTEXTII.E SAND FILTER SYSTI3 i(2 STAGE BIO MAT W/4"m PERFORATED PIPE) P.PROPEIRTY LINES= 5'-0' uNi I. WOVEN WIRE FENCE TO BE FASTENED Z o (� Q.TOP OF EMBANKMENT OR STEEP SLOPE SECURELY TO FENCE POST'S WITH WIRE TIES 36' MIN. FENCE POST z WOVEN WIRE FENCE(MIN. 14Y2 AGGREGATE OR U2 p� INITIAL INSTALLATION: 0596 SLOPE OR 6REATER) =25'-0' � OR STAPLES.POSTS SHALL BE STEEL EITHER 6AU6E W/MAX. b" MESH COUR5E SAND Q pC PROF05ED 65F MODULES PER LATERAL R.BLUFF=65'-0' CONSTRUCTION SPEGIFIGATIONS "T'OR T'TYPE OR HARDWOOD. F 2. FILTER CLOTH To BE To BE FASTENED SPACING) W/FILTER CLOTH •• INSTALL IN 25 LONG TRENCH 5.5EPT1G TANK,PUMP STA,GREASE TRAP Q 1 (5P OR 5W) 4-4'L6 REQ'D MODULES = 16 LIN FT(REQU MODS) OR MANHOLE = 6-0" SECURELY TO WOVEN WIRE FENCE WITH TIE'S O cZ5 2 -4'LG REiQ'D MODULES - a LIN FT(REOV MODS) " I. (TONE SIZE -L15E 2 STONE,OR RECLAIMED OR RECYCLED CONCRETE EQUIVALENT. SPACED EVERY 24 AT TOP AND MID SECTION. �y T.SWIMMING POOL = 0" 2 EN6TH-NOT LESS THAN 50 FEET(EXGEPT ON A SIN6L-E RESIDENCE LOT HERE A 30 FOOT MINIMUM LENGTH WOULD APPLY). FENCE SHAD_BE WOVEN WIRE,12 1/2 GAUGE,b' b-4'L6 TL.MODULES = 24 LIN FT(Tl MODS) U.DECK/RAMP = 5'-0" p 0 TYPICAL DETAIL 3. IGKNE55-NOT LE55 THAN 51X(b) INCHES. MAXIMUM MESH OPENING. Fes, z UNOISTURBE g S N N FOR SOIL REMEDIATION 24 LIN FT x 8 LATERALS= 142 LIN FT(48 MODULES) 4. WIDTH-TWELVE 02)FOOT MINIMUM,BUT NOT LE55 THAN THE FULL WIDTH AT POINTS WHERE INGRESS OR E6RE55 OCCURS. 3. WHEN TWO SECTIONS of FILTER CLOTH ADJOIN GROUND O cv R. N N S �gNTY-FOUR(24)FOOT IF SINGLE ENTRANCE TO SITE EACH OTHER THEY SHALL BE OVER-LAPPED BY N 4 `�' i PROVIDED MODULE LENGTH: 142 LIN FT(4B MODULES) GRADE = a1 5. R CLOTH-WILL BE PLACED OVER THE ENTIRE AREA PRIOR TO M-AGING OF STONE. SIX INCHES AND FOLDED. FILTER CLOTH COMPACTED SOIL ? - ELJEN GEOTEXTILE SAND FILTER (GSF) , 6. �R ACE WATER-ALL SURFACE WATER FLOWING OR DIVERTED TOWARD CON-GON5TRUGTION ENTRANGCli SHALL BE PIPED SHALL BE EITHER FILTER X,MIRAFI IOOX, X BOTH REQUIRED AND EXPANSION 65F MODULES WILL BE PROVIDED UPON INITIAL STABILINKA TI40N,OR APPROVED EQUAL. EMBED FILTER CLOTH _ TRENCH INSTALLATION - INSTALLATION OF SAN.5Y5. PROP05M 40 COMPACT ACROSS THE ENTRANCE. IF PIPING 15 IMPRAGTIGAL,A MOUNTABLE BERM WITH 5:1 SLOPES WILL BE PERMITTED. •• EXPAN510M MODULES SHALL BE ISOLATED FROM REQUIRED MODULES BY WAY OF SANITARY PIPIN6 FILL -1. MAINTENANCE-THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR FLOWING OF SEDIMENT 4. PREFABRICATED UNITS SHALL BE 6EOFA8, A MIN. OF b IN GROUND. 4" OF ONTO PUBLIC R16HT5-OF-WAY,ALL 5EDIMENT SPILLED,DROPPED,WASHED OR TRAGTED ONTO PUBLIC RI6HT5-0F-WAY MUST BE ENVIROFENCE,OR APPROVED EQUIVALENT. a I N I MAINTAIN S PALATI(TYP TAC CR REMOVED IMMEDIATELY. 5. MAINTENANJCE SHALL BE PERFORMED A5 • MAINTAIN SEPARATION DISTANCES,DWG 5P3 TOP EL. "1.23' b• WHEN K&606 15 REQUIRED,IT SHALL BE DONE ON A AREA STABILIZED WITH STONE AND WHICH DRAINS INTO AN APPROVED NEEDED AND MATERIAL REMOVED WHEN • ALL LATERALS MUST BE INSTALLED� SAME ELEV. - J • SEE DETAIL ON DWG 5F'3 SEDIMENT TRAPPING DEVICE. "BUL6E5"DEVELOP IN THE SILT FENCE. SECTION VIEW \ \ \ -11 L[ ' �'� x BOTTOM EL. ■ 6.9 EXCAVATION, SEE PROFILE, THIS DWG/\//\//\//\//�/ /\ - - - 4. IODIC INSPECTION AND NEEDED MAINTENANCE SHALL BE PROVIDED AFTER EACH COMPACT U.S. DEPARTMENT OF A6RIGULTUIZE STABILIZED U.S. DEPARTMENT OF A6RIGULTURE SILT STOPPER OR SUITABLE FILL NATURAL RESOURCES CONSERVATION SERVICE CONSTRUCTION NATURAL-RESOURCES CON5ERVATION SERVICE FENCE GROUND WATER -2.32' PER TESTHOLE END PLUG COVER NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL 6ON5ERVATION NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION TO GRADE 7 TOP EL.524' NEW YORK STATE 501L 4 WATER CONSERVATION COMMITTEE ENTRANCE NEW YORK STATE 501L t WATER CONSERVATION COMMITTEE PROPOSED 4'0 POOL BACCWASH LINE 'PIP ASTM C33 HA5HEDCONCRETE BOTTOM EL.= 4.46' 2"X4' WOOD FRAME SAND REZIPM W/LE55 THAN 1041 Off' NOTE. ADDITIONAL PA551LJ6 A X100 SIEVE AHP II-5F ��� INDICATES NOR-RATEABLE 501E - STAKE THAN 5%PA55IN6 A#200 51EVE �ELEVATIONS ACA41'��5�BE CLEAN OUT SHALL BE FINISHED GRADE 3� FABRIC-� b MIN GONSTFXTED WITFh TYPICAL INTERIOR OF LBLDG, - -. 6'MIN 4'm DISTR PIPE(SDR 351 SEWER PIPE NO HOUSE TRAP COMPACT FILL ••• A 4 DEE'MIN RATEABLE 501L(5P OR 5W), EXTERIOR SMALL BE PROVIDED W(2 ROHS OF PERFORATIOtIS BE•.OW PROPOSED 66F TRENUf5 TO 30 ELBOW a AND 4 O'CLOCK BOTTOM of EXGAVAT®BED. PER IRC 2015,f'3201.4 TRENCH DETA I L POOL BAGKL�lASH CLEANOUT TO SANITARY LINE GRO551 NCC -Illi= % .c ___ _ z -III =_ /\ :... rE0 IN u5E Nr5• Nor co SCALE 4. DROP INLET EMU= �1�11 III va U v�v,• \�:. (4)MODS RMV �ii� 2 MIN MIN =1111=1�- CROSSING NOTES: N ELECTRICAL SERVICE WITH 6ATE I)I- =1j1 a (2)MODS EXP 440 TRANSPORT PIPE(50R 35) �`, FLOW I THE CRO551NG OF STORM/POOL BACKWASH AND SANITARY LINES SHOULD BE AVOIDED GABLE IN CONDUIT: �- FRAME NO PERFORATIONS T.O. CONDUIT UNLESS PROVEN A850LUTELY NECESSARY. IN SUCH GA5E5: ZOO AMP (Z' CONDUIT,MIN), •'�� �� m NATIVE N'' „ m A.SANITARY LINE SHALL BE LAID BELOW STORM/POOL BACKWASH LINE.AT LEAST 320 AMP( CONDUIT MIN) BURIED FABRIC j�UNDI5TURBED 501E � ELJEN 660TEXTILE SAW I t INTERNAL b0• WE TO SAN. SYS. � _-�_ _ W D iii. FILTER O MODULE ttttt EIGHTEEN(IS) INGHE5 SEPARATION 5HALL BE MAINTAINED BETWEEN THE TOP OF THE • _ FOR C0NTMIATION, BLDG PIPING STORM LINE/POOL BAGKWASH AND THE BOTTOM OF THE SANITARY LINE. PROPOSED GAS SERV. 400 AMP (4 CONDUIT,MIN) �- 3 tXl ���\y\%\� j� ' 36'1^1 X 48'L6 X T DEEP SEE SPI AND SALUTARY PROFILE, B.JOINTS SHALL BE AT LEAST TEN FEET FROM THE POINT OF GROSSING. ELEV OF BOT. OF LINE WILL BE +� 4 z Q-1 1� �r A \ \\ THIS DW6 2 WHEN LOCAL CONDITIONS PREVENT PLACEMENT OF THE STORM/POOL BACKWASH LINE I .� >C N �•�; DETERMINED BY SIZE OF SERVICE n GAP (4)VNODSp ABOVE THE SANITARY LINE,THE FOLLOWING ADDITIONAL CONDITIONS APPLY: COMMUNICATION /� 2 � I.FOR GLEANOUT(5) LOCATED IN TRAFFIC AREAS,PROVIDE WITH A.A VERTICAL SEPARATION OF AT LEAST EIGHTEEN(18) INCHES SHALL BE PROVIDED UTILITY PROVIDER SUPPLIES m TELJ �.I r-► TRAFFIC BEARING FRAME AND DOVER /� �_ m (2)MODS EXP REQUIRED BEDDING ALD PROP05ED RHINO BOX 2 FOR USE WITH BUILDING EXTEN51ON5/GONNEGTION5. BETWEEN THE BOTTOM OF THE SANITARY LINE AND THE TOP OF THE STORM l POOL GATHER EXCESS w SIDE HALL FILL POLYLOK 24"P15TPJEUTION BOX BACKWASH LINE '\_ AT CORNERS d b'MIN 6'Imo'A5TM 633 SAND SE DETAIL,THI5 DH6 B.SANITARY LINE JOINTS SHALL BE AT LEAST TEN FEET FROM THE POINT OF GR0551NG. UTILITY TRENCH DETAIL �i� �� AD U-J X 4'-0' ISOLATION VLY G.SANITARY LINE SHALL BE GON5TRU'GTED OF MATERIALS AND JOINTS THAT ARE r-�� -i a ASTM C-33 5" (NP OF a IAT) EQUIVALENT TO WATER MAIN 5TANDAR05 OF CONSTRUCTION AND SHALL BE TESTED X Z Ll_ NOT TO SCALE PERIMETER TO ASSURE WATER TIGHTNESS PRIOR TO BACKFILLING. O 6-4'L6 MODULES=24'-0'TL LENGTH 3.THE GROSSING OF STORM/POOL BACKWASH AND UTILITY LINES SHOULD BE AVOIDED UNLESS m O TYP. ELJEN GSF ABSORPTION FIELD U5E BOX COMPONENTS: PROVEN ABSOLUTELY NECESSARY.IN SUCH GASES. 4 Ln TRENCH INSTALLATION DETAIL DOMED COVER PAN 3008-RG A. STORM/POOL BACKKASH ON LINE SHALL IN LAID BELOW UTILITY LINE F LEAST EIGHTEEN LIE (18) CONSTRUCTION SPEOFIGATIONS Lu Oq 25'-O'OVERALL TRENCH LBNETH 2'TALL RISER PAN 30OB-GR INCHES SEPARATION SHALL BE MAINTAINED BETWEEN THE TOP OF THE UTILITY LINE AND � � SIDE CUT OUT TO ACCEPT THE BOTTOM OF THE STORM/POOL BAGKWA5H LINE. I.FILTER FABRIC SHALL HAVE AN EOS OF 40-85.BURLAP MAY BE USED FOR SHORT TERM APPLICATIONS. (5EE SPI FOR DE516N LAYOUT) 3'TALL RISER P/N 3008-RP POLYLOK 5EAL PM.No-3001 B. STORM /POOL BACKWASH LINE JOINTS 5HALL BE AT LEAST TEN FEET FROM THE POINT OF � 0 O SCALE: NONE b'TALL RISER PAN 3008 CROSSING REINFORCED GONG. SLAB,b"xb'XIO"WWM 2•GUT FABRIC FROM A CONTIN OUS ROLL TO E IMINATE JOINTS. IF JOINTS ARE NEEDED THEY WILL BE OVERLAPPED TO TFE = �! TYP. 10 P0551BLE PLC5. NEXT STAKE. N � 12'TALL R15ER PAN 3008-RI2 NSE GHAIR5) 3.STAKE MATERIALS WILL BE STANDARD 2'X 4"WOOD OR ECOUIVALBNT. METAL..PATH A MINIMUM LENGTH OF 3 FEET. � m ELJEN DESIGN NOTES: 4'ROTOFLOW EQUALIZER P/N 3050-4 4.5PAGE 5TAKE5 EVENLY AROUND INLET 3 FEET APART P.ND DRIVE A MINIMUM 16 INC•E5 DEE'.SPANS GREATER THAN 3 FEET lfl _ r MAY BE BRIDGED WITH THE USE OF WIRE MESH B64IND T}!E FILTER FABRIC FOR SUPPORT. 1.THIS DESIGN AND CONSTRUCTION REQUIREMENT COMPLIES WITH APPENDIX 4.ELJEN PROVIDED 6EOTEXTILE COVER FABRIC 5HALL PROVIDE 22' NATIVE PLANTING SPEGIEIGATIONS x ° x ° ;x •x x x ; - 5.FABRIC SHALL BE EMBEDD® I FOOT MINIMUM BELOW 3ROUND AND BAGL�ILL®. IT SHAM BE SECURELY FASTENED TD THE L i '15-A AND LOCAL HEALTH DEPARTMENT REGULATIONS. PROPER TENSION AND ORIENTATION OF THE FABRIC AROUND THE STAKES AND FRAU. 1- 2.THIS DE516N GOMPLIE5 WITH AND MUST BE INSTALLED IN ACCORDANCE 51DE5 OF THE PERFORATED PIPE ON TOP OF THE GSF MODULES. 6. A 2"X 4'WOOD FRAME SHALL BE COMPLETED AROUND THE CREST OF THE FABRIC,FOR OVER FLoW STABILITY. WITH THE MOST CURRENT ELJEN N.Y.DESIGN AND INSTALLATION MANUAL. FABRIG 5HOULD BE NEITHER TOO L005E,NOR TOO TIGHT.THE GOMMON NAME SGIENTIFIG NAME PLANTING 5PEG5 TYPICAL SLAB DETAIL 3.THI5 SYSTEM 15 NOT DE516NED FOR USE WITH A GARBAGE DISPOSAL. CORRECT TENSION OF THE COVER FABRIC IS SET BY; j MAXIMUM DRAINAGE AREA I ACRE w 4.THI5 SYSTEM 15 NOT DE516NED FOR BACKWASH FROM A WATER SPREADING THE(OVER FABRIG OVER THE TOP OF THE MODULE I AT POOL EQUIPMENT SOFTENER. AND DOWN BOTH SIDES OF THE MODULE WITH THE COVER FABRIC PLANT OVER/ADJACENT TO PROPOSED SANITARY SYSTEM IN UPLA D AREAS U.S. DEPARTMENT OF A6RIGULTUP.E FILTER FABRIC 5.OR6ANIG MATERIAL THAT CAN RESTRICT FLOW MUST BE REMOVED FOR ��GAJ-E' N.T.S. DROP INLET TENTED OVER THE TOP OF THE PERFORATED DISTRIBUTION PIPE. et ��� 1 aha ! a (REQUIRED OVER LEACHING FIELDS FOR PROPER FUNCTION) NATURAL RESOURCES CONSERVATION SERVICE RAISED BE05.THE SOIL MUST BE 56ARlFIEO TO PROVIDE DEEP CHANNELS PLACE SHOVEL FULL OF SPECIFIED SAND DIRECTLY OVER THE O d >n 4 DO V CO r NEW YORK STATE DEPARTMENT OF ENVIRONMENITr,I_ CONSERVATION FOR THE SAND.A PLOI^ED INTERFACE ON CONTOUR I5 RECOMMENDED TO PIPE AREA ALLOWING THE COVER FABRIG TO FORM A MOSTLY ~ G�O�d C a D V AMERICAN BEACH 6RA55 AMMOPHILA BREVIL16ULATA 2 PLUff;PLANT 8 OL. ENGINEER: PREPARE THE SOIL FOR FILL PLACEMENT. VERTICAL ORIENTATION ALONG THE SIDES OF THE PIPE.REPEAT V v COASTAL PANIC,GRA% PANIGUM AMARUM IN 5TA66ERED WS NEW YORK STATE 501L t WATER CONSERVATION' COMMITTEE ,PROTECTION b.5GARIFY ANY 5MEARED 5U8501L PRIOR TO FILL PLACEMENT. THIS STEP MOVING DOWN THE PIPE ry I SWITGH6RA55 PANIGUM VIR6ATUM N 7 FILL MATERIAL SHALL MEET OR EXCEED STATE OF N.Y.CODE 10.BACKFILL MATERIAL SHALL BE GLEAN WITH NO ROOTS OR STONES REQUIREMENT5.ALL FILL MATERIAL SHALL BE GLEAN BANK RUN SAND, LARGER THAN 2"IN ANY DIMENSION TO A MIN DEPTH OF 8"OVERYO FREE OF TOPSOIL,HUMUS,AND "DREDGING"DIRECTLY BENEATH THE GSF THE 65F MOMI FS AND FINAL COVER FOR VE6ETATION OF 4"TO ��Q' EY T �T SYSTEM. b"OF GLEAN LOAM. FRONT/51DE VIEW NOTE: RE-VEGETATION(NATIVE PLANTINGS)PROPOSED IN LOCATI NS 5.A5TM 633 SPECIFIED SAND WITH LESS THAN 10%PASSING A#100 SIEVE II.ANY SYSTEM WHICH IS MORE THAN 18•BELOW FINISH GRADE AS OTHER THAN OVER THE PROPOSED SANITARY SYSTEM SHALL BE SP CIFIEDAt AND LE55 THAN 5%PASSING A#200 SIEVE 5HALL BE PLACE BELOW AND MEASURED FROM THE TOP OF THE MODULE SHALL BE VENTED. BY PLANTING PLAN BY OTHERS. PROPOSED * > ��� AROUND THE 65F MODULES,WITH b" MIN UNDERNEATH AND b"MIN �1 3�1(J=(l(���� b BEDRM DWLG f- f to SURROUNDING THE 05F MODULES IN TRENCH GONFIGURAPON5.IN BED RHINO BOX DETAIL IF A R15ER COVER WE16H5 LE55 THAN bO L65 A FIN FL. EL. 12.0' m - ' w SYSTEMS,USE b"MIN UNDERNEATH THE MODULES WITH 12"MIN BETWEEN MODULE ROWS AND 12"MIN AROUND THE PERIMETER OF THE MODULES. POLYLOK 24"015TRIBUTION BOX SECONDARY SAFETY LID OF DEVICE 5HALL BE PROVIDED. DNF i_ _03 PART No.3011-24 O 349 5GALEMATERI NONE DPE 410 5DR 35 TRANSPORT PIPE, TAPER PROPOSED FILL PROVIDE GONERS: AROFES�In���� NO PERFORATIONS DOWN TO NATURAL 6RADE WHEN REQUIRED To BE SET AT FINISHED 6RADE USE: PROP. GRADE AT DWL6 2 0 PVC, EXT. WALL = EL. 8.8' 'VENT PIPE JEFFREY T.BUTLER,P.E. (SLOPE 3:1 � • THERMOPLASTIC GONERS - LOCKING,WATEJRTI6HT, TAPER PROPOSED FILL DB TO G5F LATERAL5, IN5ECT-PROOF,FLAT,SKID PROOF BE APPROVED DOL^PL TO NATURAL GRADE 18.33 LIN FT(WORSE CASE), FOR 5EWA6E USE 4 HAVE UV PROTECTION GONNECT TO D (SLOPE 3:1 MAX) MINIMUM SLOPE =Y8' / LIN FT 5' B EMY IPROPRO EED HOUSE STACK --1 1533' LG x N = 229" = 0.19' MIN SLOPE (8) LATERALS, TRENCH LENGTH = #25'-0' PROP05ED GRADE OVER ETU ® EL. 8.71' Z O m MAINTAIN GRADE DP �yi u +ICY 1V u i "'i iWWI' / �1 C 'u �I V -7 5'BEYOND PROPOSED GSFi 1 � � � • ' b MODULES 0 4' L6 EA = 24'-0' PER LATERAL (4 REGI? 4 2 FRCP) POLYLOK RHINO D.P. 1 1 1 1 1 1 1 1 1 1 1 1 l i 1 1 1 1 1 1 1 I l I : 1 1 1 1 I I I I I I I I I I I I I I I I I W/RISER AS REQ D I NATIVE v Q Jl I I I I I I I 1 1 1 1 1 1 1 I NATIVE 1 1 1 I I I 1 1 I I I_ 1 1 PROP05ED GRADE ® EL. 1.5 MAX PROP. GRD 0 EL 15 I I I I i 1 1 1 I NATIVE I l 1 l 1 1 1 1 1 I I I ! I I I FILL I 1 1 I� PROPOSED GRADE ® EL. 7.0' MIN +, 24 MANHOLE I 1 1 IS MANHOLE 1 I 18 MANHOLE FILL -c x OVER AB50RPTION FIELD ?✓�n / ' i I I I I I I FILL I I I I I 1 I 1 1 I I I A I I I I OVER ABSORPTION FIELD , z I l ` ` bI I I I I I I I I 1 1 1 1 I I I 1 1 1 1 1 I 1 1 I ( I I I I I I I I �_______ I- Q f 1 Y I I I NATIVE I I I I ! 1 1 1 1 I I I ! ! I I I l l l l l l l l l l I I I I I I NATIVE I I I = z (FILL (COARSE SAND) . z ( ! I I I I FILL I I I I I I F- I I I I FILL I I I I I fV � I cv T.O. D15TRIBUTION PIPE r� EL. 6.21 I I I I I I I I I I I I I I I I I I I T.O. ELJEN C25F MODULE a EL. 5.q4' 4�IEI' I I- - - - - - - - - - O.IM/® OWED. Q/ �i \ _ , . � \ \ \ \ 1 �'\ \ / / �/ / �%!- /.�/��%<//'// = EL. b.Q1' W z /\\/\\/\ \ ELJEN EXP. GSF MOD(TYP OF ?� i- ELJEN REQb GSF MOD(TYP OF 4) \ LE. MODULE \\/\\ /\\8.0.DB \ \, \ \'\ \\/\\/ /\\/\O.�NV. ® ETU > / ��. ® ETU /\//\//\//\/ \\ \\ \\ \\ \ \\ \\. EX. GRD ® \\ / // // // // // // //\//\//\//\//\ '!/�_ EL. 5.94' ,EL.5 83 ///j//j/\� '//\\//\/\//\/ EL. 6.55' /\// \\- EL.b.-IS'`/\\/\\/\\��\ //\//\/\/\' //\/'\' / Z \\j\\/\\j\\j\\j\\j\\/\\j\\/\\/\\/\\/\ B.O. ELJEN 65F MODULE ® EL. 5.35 \\\\ \ \ \ . \�..\�.\\ FUR CIL 'AN CEN1® \� / . / ✓/\//\//�/ \\,�\ \ \ \\/\\ �G^1L6 = EL. tbA / Q, i �'��/ /'��'��� % �'��/ % / �/.B.O. TRENCH 9 E1. 4.85 \ O.INN. = EL. b.13 \ \/\,- O /\/\\/ \ \\ \\ \� \\ \��\ L /\/\/\/\/\/\/\/\/\ \ \ \ \ \ /\// 5DR 35 XPOR PIPE FROM ETU TO DP'/ \�4''� SDR 35 FORT PIPE - //\ \/\' //\/\/\'/\/\\ O \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \ ,\ / // // // // // // //. / 4 SDR 35 DISTRIBUTION PIPE / / / / / // /\/\/\\/\/\/ �\/\\�\/., / \ \ \/\/' w -1 O \/\ ,\ \\ \\ \\ \\ \\ \\ \\ BOTH REQUIRED AND EXPANSION GSF 4'SDR wlrM "HOLES AT \\/\\/\\/\\ /\\ �+ o\\,I\\/\\/\/\\/\\% 23bb LIN. FT., MIN. SLOPE =y8 /L.F. / . �u�I / �DWLG TO EDU, 10.5 LIN. FT. ��\� \\ \\/\ NATIVE \\ \\ \ I W / /\//\//\//\//� MODULES WILL BE PROVIDED UPON /\�8 AND 4 O'CLOCK(IfNSTALL LEVEL)j/\/\/\/ /\ "'./�/ / / / /� NATIVE _ _ \ \\\MIN. SL - - '\\/\\/\\/\\/\\/\\/\\/ /\\/\\/\\/\\/� /\\i \\/\\� I ELATION OF SAN. SYS. \\' \ \\//\\//\\//\\/ //\ j\ \\j/\\%\\\\%� UNDISTURBED 23.66 LG xY8 2 6 O\25 MIN SLOPE,/ // OPE -Y4 LIN FT �\;\�UfyD15TURBED \/ \ J O / / / / / / / \ \ \ \ INITIAL INSTALLATION \ \ \ \ \ \ \ \ \ \ \ \ \ / / / / / INSTALL WITH BUOYANCY ANCHORING \ _ ,� _ \ \/\\/\� / / / / /� / / `/ / , / / / / / / / / / / / / / / ~ p / / / / / / \ � / /. SOIL \\ \\ \\ \\ \\ \\x\\ \\ \\ \\ NATIVE 501E // // NOTE; E�'AN510N MODULES 5HALL BE // // // // // // // // // // // //\/i`/ `� ��\\/\\/\\�\\ SOIL ` \\ \\/\�/\. SEE DWG 5P2 FOR: \ 105 L6 xY4 2.63 in //� . \/ \/ \/\//\// LL # Q N /\//. % \\\\\ TYPE SP OR SW \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \ /. \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \/\ '\ 'R)JI GLEAN GENIO 13UOYANGY GALL.' AND X022 MIN SLOPE Q \ /\\/\\/\\/\\/\ 1L \/\/\/\/ / ISOLATED FROM REQUIRED MODULES BY �Cf,/ / i,�li-�,� ./��/ �f ! / z �> / //�\//\/, \/\/\/\ \ • // // // //;//,� ,, �-1 lfl IL d- %\\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \`'\\ TO BE RETUWdED \' /7�\ \�� \/'� d '�v� \\\ \ \ \ \ m \ \ \ \ \ v \/\ WAY OF ISOLATION VALVES (TYP OF b) /\\jRu.LEACHIN5 B®® EL.2.85\/\\/\\/\� �, \//,//� /�//\//\// INSTALLATION DETAIL AND REQUIREMENTS FOR 'R1JI O N Q o• / / /\/\ /\/j\/j\/j\/� �+ \,,\\\\\/\\j\\/\\j\\j\\/\\j\\/\\j\\ \\//\\P0�55T\EXCAVATION \// ,\�,\�,\�,\�,\�, �,\�,\�,\�,\�,\/\\/\\/\/\/�\�/�\�/�\�/�\�j\\//\\//\\//� / \\/\\//\\/. \��j\j\ CLEAN ETU GENIO - COUNTERACTING BUOYANCY z g I �\ \\ \\ \\ \ _�, `� LW l O \ \ \ /\ \ \ \ \ \ \ \ \//\ \ \ \ \ \ \/ o /j\/j� / / / // - - \ \ \ \ \ \Xx \8.. 1.18'-ro. 'yM'S01L weBON \/\/\/� /�, w \,\\ \\/\\/ B.O. TANK® EL. 1.65'XNOLn \//\//\ EXI571N6 RIBBON \/ U I O tm Z ' \/\/\/\/\/\. REPLACE UNSUITABLE SOIL W/TYPE UNSUITABLE SOILS 5HALL BE REMOVED AND - \\ \\ \\ \\ \\ OF 'SM'S01L z REPLACED W/SAND GRAVEL ACCEPTABLE TO THE By law,excavators and contractors working in the five For safety reasons,homeowners are strongly N Q Q 5P OR SW PER A5TM STANDARDS �I boroughs of New York City and Nassau and Suffolk encouraged to call as well when planning any TO BE REMOVED 5GDHS BELOW THE PROPOSED LEACHING FIELD. THI! 1 f NSW YOCW C�I''Y Counties on Long Island must contact DigNet, type of digging on their property.Homeowners PROPOSED SANITARY RISER DIAGRAM 111-4/1 /]_'1W/v7/7 cV WILL ELIMINATE THE BAND OF UNACCEPTABLE SOIL V Not � L ON�J IJ�/Vv� 1-800-272 4480 or 811,at least 48 hours but no more can contact us directly at 1-800-272 4480 or /\/\/\'/\ EL.-0.18'-B.O.SM'SOIL RIBBON \/\'/\ \ \//\ \'/ ' ' BETWEEN ELEVATIONS 1.18' AND -02'. THE COLLAR than 10 working days(excluding weekends and legal by calling 811,the national call before you dig O \\/\\/\\/\\/\\/B.O. EXGANATION® EL. -0.18'\\/\\/\\/\\/ \\ \/\\ holidays)prior to beginning any mechanized digging or number.For excavation work completed on INNOVATIVE/ALTERNATIVE ON-SITE WASTEWATER TREATMENT SYSTEM //\//\//\//\// \//\//\//\//\//\//\'� \ \� \//\//\//\//\//\ \// WILL EXTEND DOWN INTO A MIN. 4' STRATA OF www.dignetnycli.com or www.ca11811.com Z PAGE. \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \\ excavation work to ensure underground lines are marked, personal property,it is the contractor's \ \\ (far other s ales) Excavators and contractors can also submit locate responsibility--NOT the homeowners--to HIGH GROUNDWATER CONDITION /\ \ \�� AGGEPTABLE SAND 4 GRAVEL (5P OR SW BY ASTMj --� \ \ \ \\ \\,\\,\\,\\ \\,\\,\\,\\ \\,\\,\\,\\,\\,\ \\ / \/ \\ \\ \ \ \ \ requests online,through ITIC.If you do not currently use contact DigNet.Having utility lines marked �.l�i/4L.E: ; �l u f i. I ti p //\//\ %//�/ '/ '/ %%'' //'/ '/ '/ '/ //;/ //.//.// //.// // ,//,//,// /i /i i /i /i;,//�//�//�/%// //% ///%/ STANDARDS) 800-272-� 80 81 I ITIC,please call 1-800-524-7603 for more information. Prior to digging is free of charge. 111 _l`.n E! .V \ \ Y . DTC 5 GROUND WATER EL. -2.32 PER TEST HOLE 5.68 V.F.OF RATEABLE 501L PER TE5THOLE (5W @ EL. -2.529 GROUND WATER EL. -2.32' PER TEST HOLE t' ; HIGHEST EXPECTED GROUND WATER EL. -232' HIGHEST EXPECTED CRDUNO WATER EL. -2.32' I Q IRREGULAR 5HAPED SANITARY LEACHING BED b1' LG x 28'-45' WIDE (+/-,REF,1 - -1 0,, U..o; - of 4 SEPARATION D15TANGE REQUIREMENTS FOR CULTEC COMPONENT PERAMETERS: CAST IRON FRAME AND DOVER TO GRADE CAMPBELL 5TORMWATER LEAGHIN6 5TRUGTURE5 AND FINISHED 6RADE 1182 G OR APPROVED EQUAL , CULTEC, CHAMBER MODEL: STORM DRAINAGE RUNOFF FORMULA: USE PRECAST COMPONENTS - o g N _,_=„-I;!II1-1_ PIPING (RESIDENTIAL): _�I I=1 i l.I I -111 FINAL GRADE RECHARGER 180HD STORMWATER CHAMBER 1 1 1 N o Q 1 11 . VOLUME = AREA x RAINFALL x COEFFICIENT (2) 3 x3 x3 GATGH BASIN W/FLUSH INLET , o : HORIZONTAL SEPARATION DISTANCES FOR STORM CHAMBER O.A. 51ZE: 7.33LG x 36"W.x 205'H 11 NOTE: 5 TVP.FROM i�I MIN b.THK GONG CLOVER DRAINAGE LEACHING POOLS: ALL WATER LINES SHALL BE ��'�L�' Z l0 PROPERTY LINE - 5 MINIMUM INSTALLED LENGTH: 6.33' LG RAINFALL = 2.0 = 0.161 - (NON-LEAGHI�dG STRUCTURES) N USE INCREASED STONE APPLICATION (ALL GASES): COEFFICIENT OF IMPERVIOUS SURFACE = ILO o 6 o " OTHERWI5E DIRECTED. 4"PIPE DIA.MIN. ® ® I - COEFFIGIENT OF ROOF AREA = ILO USE PRF BAST AND GULTEG COMPONENTS - ° 4-b BELOW GRADE. BUILDINGS WITH CELLAR = 10 MINIMUM STOR. VOL. 15 BASED ON INSTALLED LENGTH. I%MIN.(A5 REQUIRED) ® ® ® I BED LOCATED AT WEST 51DE OF DWELLING. d S ® ® ® ® ® BUILDINGS ON SLAB = 5 MINIMUM USE: TRAFFIC LOAD APPLICATION(WHERE NOTED): [a a A < Q 3'MIN. ® ® ® ® ®I Y MIN. WATER SERVICE LINE/LATERAL5/MAIN5 = 10' MINIMUM LOADING 15 BASED ON MATERIAL COVER OVER GHAMBERS • (l) GF'4MBER5 IN IRREGULAR SHAPED BED Q ° WATER SERVICE ADJUSTABLE CURB BOX ® ® ® ® ® ®I UNDERGROUND UTILITIES = 5' MINIMUM CONNECT TO ROOF DRAINAGE 5Y5TEM o- HDPE PIPE: I TRIBUTARY IT: (TL AREA: 6,562 SF) •• SEE AKGHITEGT FOR CONNECTION LOCATION =+ ~ ��BIN6FfAM 8 TAYLOR FIG. 51ZE: I ® ® ® ® ® ®I 'srRucnREs WITH SANITARY SEPTIC TANK = 20' MINIMUM TRAFFIC APPLICATION DOVER INCLUDES: DETAIL I I ® ® ® ® ® FILTER FABRIC(USE 6EOTEX = 20' INSTALL GULTEG CHAMBERS PER REGHAR6ER 180 HO GULTEG Z z Z z No.4401 BUFFALO TYPE, ROOF LDR CONN ® ® ® ® ® ®I SANITARY LEACHING POOL 20 MINIMUM TOP To BOTTOM. IMPERVIOUS RUNOFF CALCULATION: z COMPLETE OR USE: 4"m MIN 351,BY PROPEX) " 3 " GHAMUER SYSTEM CRO55 SECTION,THI5 DWG N.T.S. PUMP STATION = 20 MINIMUM 2DEEP MIN, /4 STONE BLEND RUNOFF AREAS: GOW EGT CATCH BASIN PER CATCH BASIN SUMP CONNECTION 4 = APPROVED EQUAL. MANHOLE = 20 MINIMUM b�� DEEP MIN,COMPACT BASE COURSE11 1 10'-O'DIA. NON-RATEABLE PRIVATE WELLS = 50' MINIMUM • 10' DEEP MIN,15% COMPACT FILL DWELLING 3,281 SQ.FT. DETAIL THIS DWGinCURB STOP MUELLER cv 501E RETAINING WALLS = 10 ENTRY COURTYARD 815 5Q.FT. VOLUNE PROVIDED: 410 CU.FT.MINIMUM TO BE INSTALLED OVER GULTEG BED CONFIGURATION sp � � RA15ED ENTRY PATIO 4 STEPS 340 SQ.FT. �S = PROP05ED I' WATER SERVICE H-15204 OF APPROVED 6N0 WTR FUEL STORAGE TANKS (BELOW GROUND) = 20' MINIMUM MA50NRY TERRACE t STEPS 2.355 5Q.FT. BED LOGATED AT EAST SIDE OF DWELLING BELOW TRAFFIC AREA: 8 , o EQUAL. BED CONFIGURATION INCLUDES: (COPPER PIPE). LAR MATERIAL TOP TO BOTTOM: TL. RUNOFF AREA 6,562 SQ.FT. • (11) GHAMU'LR5 IN IRREGULAR SHAPED BED Qz '- b MIN. HORIZONTAL SEPARATION DI5TANGE5 FOR STORM b" STONE ABOVE GROWN, GONNEGT TO ROOF DRAINAGE 5Y5TEM METRATIOW DRAINAGE NON-LEACHING 5TR IGTURES: CALCULATION: •• SEE AR6111TEGT FOR CONNECTION LOCATION RATEABLE 501L WATER SERVIGE LINE5/LATERAL5/MAINS = 5' MINIMUM 18 STONE FOUNDATION, 61562 S.F. x ILO x 0.167 = I og5.85 GU.FT. INSTALL 'a ILTEG CHAMBERS PER RECHARGER I80 HD CULTEC • b" SEPARATION BETWEEN CHAMBERS(LONG SIDE), / - - - - UNDERGROUND UTILITIES = 5 MINIMUM TL VOLUME REQUIRED = I,Ogb GU.FT. GHAhIuSS ER SYSTEM GROSECTION, THIS DW6 O" SEPARATION BETWEEN GHAMIBER5(SHORT SIDE) AND CORPORATION STOP MUELLER GONNEGT CATCH BA51N PER CATCH BASIN SUMP CONNECTION o o - 6 UNDERLYING SAND AND GRAVEL STRATA VERTICAL SEPARATION DISTANCES FOR STORM 12' STONE PERIMETER SURROUNDING TH GHAMBER5 S o H-15000 OR APPROVED EQUAL DETAIL, I5 DWG o ct , N ALL ' DRAINAGE LINES: (TYPICAL OF ABEDS). N 2 WITH APAG FULL BODY SUPPORT VOLUME f'OVIDED: 648 Cl is INSERT SERVICE SADDLE/ 101. 1' SERVICE TO WATER SERVICE LINES = 18" MINIMUM N$ o g N b T 1/ PROP05ED DWELLING SANITARY WASTE LINES = 18MINIMUM CHAMBER VOL: ±90.67 GUIPT. (THIS GA5E)Np�S: " TOTAL CHAMBERS PROVIDED = 18 POS, EXISTING WATER MAIN I.COLLAR DEPTH 15 NOT REQUIRED WHEN RATEABLE MATERIAL EXISTS FOR FULL DEPTH. VOLUME /CHAMBER VARIES BASED ON BED LAYOUT TOTAL 5TORAGE VOL. PROVIDED = 1,118 GU.FT. 2.COLLAR MATERIAL 5HALL BE GLEAN 6RAVEL ONLY. STONE VOID GAL(ULATED AT 40% 3.ALL DRAINAGE STRUCTURES MU5T BE WRAPPED WITH FILTER FABRIC. TRIBUTARY I: (TL AREA: b3q 5F) 4.U5E 15' DIA CORRIGUGATEV HIGH DENSITY POLYETHYLENE MOPE) HEAVY DUTY PIPE FOR INSTALL PER MANUFACTURE'S REQUIREMENTS INTERCONNECTION OF ON-51TE STORM WATER LEACHING POOLS POOL STORAGE CALCULATION: 5EE DETAILS AND GENERAL NOTES,THI5 DWG f:GHAR6ER 180 HD GULTEG CHAMBER A. HDPE PIPE SPECIFICATION(AA5HT0 M-2q4) DEDICATED TO: IN BED /TRENCH ARRANGEMENT B. IN5TALLATION OF HDPE SPECIFICATION(ASTM D-2321) SWIMMING POOL DRAINAGE STORAGE AREA (INCREASED STONE AND TRAFFIC INSTALLATION REQUIREMENTS FOR WATER SERVICES C.WATER416HT JOINT TESTIN6 SPECIFICATION(ASTM D-3212) 14.O'x45.65' POOL, DEPTH = 5' APPLICATIONS),TYPICAL,U.O.N 6A5KET SPECIFICATION(A5TM F-471) (TAKEN FROM SUFFOLK COUNTY WATER AUTHORITY,APPENDIX 3) D. POOL VOLUME = 3,196 GU.FT. (23,902 GAL) FLUSH INLET PROPOSED GRAVEL PARKING AREA d DRVWY SEE DETAIL FOR INSTALLATION INSTALLATION OF SERVICES -SUBDIVI510145 TYPICAL STORM MATER (BDA AND POOL 23,402 GAL x 0.05% = I,Ig5 6AL. (IbO GU.FT.) (OPEN COVER) rCc�UIREMENTS, THIS DW6 INSTALL PIPIN6 41/2'DP FROM THE HOUSE TO THE EXISTIN5 STUB VAULT TOTAL VOLUME REQUIRED = I,Ig5 GAL. (IbO GU.FTJ TYPICAL7 (TIE IN AT AUTHORITY'S COPPER TAIU BAGKNA5H (PBLP) LEA6HI N6 POOL DETAIL USE (1) 10' DIA x 3.0'H PRECAST LEACHING POOL - a INSTALLATION OF 5ERVIGE5-EXISTING STREET 4 WATER MAIN I. INSTALL A MIN I'6 SERVICE LINE ON THE PROPERTY,4 1/2 FT DP FROM BLDG TO THE PROP.LINE. (FOR HIGH 6ROUND WATER) 2. LEAVE A('RI5ER ABOVE THE 6ROUND LEVEL AT THE PROPERTY LINE WITH THE END CRIMPED. NOT TO SCALE TOTAL VOLUME REQUIRED: 160 GU.FT. (1,145 GAL) %\/\/\\v\j�i\\i\ \/ \ \•\ 3. SERV.LINE MEATS FORM MUST BE COMPLETED SUBMITTED AT TIME OF INSPECTION. TOTAL VOLUME PROVIDED: 205 GU.FT. 135 GAL !\i\\i\r\��\/\r\/�i\ \\�\\�\\r\\� �i\\r\\�\\� GULTEG.No.410.FILTER,PF BRIG \!i\\/i\\' ,,.. .�:_::..:. ;;.•;. .; .:: . •.: .,;..,.;:.�, \/i/i r\/i\ \/i (,5 J /\ \ \ i\ Y /��/ INSTALL \ \ \//\/ �// \/// \ %/ //`�/%/`�//`�//`/%i%//`/%/%/%///,'�/ %//\// .;'''••.j::'' -...r ,; r,;µ. y/\\�/\\/\\ \/�,//\ MEASUREMENTS ARE TAKEN FROM TWO(2)NEAREST CORMERS OF THE BLD6 TO THE END OF YOUR PIPE ,\\/\\/\\/\\/\�/\�\\/\\/\\i w\\i\\i\\i\ \vv\' \\i /\\i \�\\i�'\\\\\%.�\'\\\\\\\\\\\�\\\�\\\\\\\ \\ �\/\\�; is �:`:,`;;:',:;r;:;:�.;';-:: :::.,:'.: •:': \\/\/\�i\\;�, AT THE PROP.LINE. SERV.LINE MEASUREMENT FORMS ARE AVAILAE1-E AT THE NEW SERV.DEPT. '/\\'j\\'j�/\\'j\\'/\\'/\\'jXy \\',�� DIVERSION /i\/i��� \/i\/i\!r/ \/i\// �i\//�/i��v/rv\/ivir� v��i��'\/i� \v/i�. :•: 'j\' v / / / / / / / / / TEE TTP ///////// y//// / // / / / / / / ....::;.: :::::; .:::•:: :•::::;•:::;::::;` :::: ::::: :::::::.: /\ \ \ 4. THE END OF THE PIPE AT THE PROPERTY LINE SHOULD BE 10 FT AWAY FROM ANY OBSTRUCTION SUCH i\\/\\/\\/\\/\\/\\/\\/\\, ( ) i\\/\!\/\\/ \\%\\/ .\\/% !\\//\!/ \�ii�/i\/i\/i\/i\//�!i/i!iF //�///////i i / :•..:•,.•:: :.::::.::•::.::•::.::•.::• .:::•::•::.:::•:::•:::.::: / / �//r �\ : . . \r `� :�`. \ \ :. . ..:.:..:.:.::.•..:..:.•:.:.:•.: ' �\\ice\ \i\� A5 TREES,TELEPHONE POLES,CATCH BASINS,OR DRIVEWAYS AND SHOULD BE AT A LOCATION /\/\/\/\/�\/\/\/� ' " ' :•:�.. / / / / POINT OF ENTRY INTO THE BUILDI i APPROXIMATELY OPPOSITE THE N APPRO i \ \ \ \ \ VALVE r BE INSTALLED WHERE THE PIPE FIRST ENTERS THE BUI INE. ,,i � / / b � 5DR35 PIN FLAT OR SLOPE TOWARD.GULTEG•••• I.E. 234' .::.• ,\\\\ 5. A AL MUST ALLED LD /i\////\/ _ •:.::•. /�/ / i _ I T MAINTAIN A 10 FOOT CLEARANCE FROM WATER SEIRV.. � / b OTHER UNDEIR6ROUPII7 UTILITIES MU5 . ALL i INSTALLATION OF SERVICES --EXISTING STREET 5Tlk3r' /\/\// '�/ir//\/�///r///////••• ' `� `�' �• :�•\\` /\ \ 1 \//\/i\/i\/i\ i\\\\\\\\\\\\\\\ PROP. PIPE TRENCH (SEE I. INSTALL PIPE 45 FT DP FROM DWL6 TO THE EXISTING STUB VAULT(TIE IN AT AUTHORITY'S COPPER i;//\yi 3 4. -0 \\\\\\\\\\ /i//i//i///�/ i\`//\i/.: :' /�` • TAILJ V. 2. A VALVE MST BE INSTALLED WHERE THE PIPE FIRST ENTERS THE BUILDING. i\\/i ° a a \%'\\%'\x/\\��i /i SPECIFICATIONS \\//�\\ a i\//\//\//\//! \//\/� '..:::: c •:::::: . :..:;:i•:::: \ (vT 11 11 . •� \ \ \ \ / \\//\\//''. a:..j.::11:): l•:1' 1:'•:•'( [l• ///\\/i W O I. TYPE K SOFT COPPER TUBING,MIN SIZE I INSIDE DIAMETER. �ij \/i�\�ij 'xi oa :::, ::: : •• 00 2. CUSTOMER'S VALVE: �\/\/\/\/ /\\�::r(���}.:: ti .';: . i:::::: .�.;::•::•::;. /\; ^ A VALVE MUST BE INSTALLED WHERE THE PIPE FIRST ENTERS THE BUILDING. /�iy/�/���\ /\ i �/ 3. PLASTIC PIPE SPECIFICATIONS: \/i % % /✓,/i,\/i\!i\/r�\!i\�i\/i`�/i ////L:..:.r.;;:::;::; A. PIPE MANUFACTURED AND DESIGNED FOR USE IN POTABLE WATER SYSTEM5 CAN BE INSTALLED ///` \ `\�\ ���\ \y/\\�/\y/�C j�\y/���C y�' y�� FROM THE BUILDING TO W/I 20 FROM THE PROPERTY LINE.THE LAST 20 TO THE PROPERTY LINE �T� MUST BE 'K'SOFT COPPER TUBING. TYPICAL CROSS SECTION F�-� ZT } B. PIPE SHOULD BE RATED r0 WITHSTAND WORKING PRE551JRE OF 200 P.S.I.(W BURSTING PRESSURE RATED a LEAST 2x THE WORKING PRESSURE) CATCH BASIN SUMP CONNECTION ° � LU x - G. PIPSRE�IPWLI�J0�5 IN�WHI�UA CHEMICAL SOLVENT 15 UTILIZED 15 NOT ACCEPTABLE. TO CULTEC RETENTION SYSTEM GROUND WATER a El . -2.32' " � � z � D. 20'OF CAPPER 15 REQ17 FROM INSIDE THE BUILDING TO THE START OF THE PLASTIC PIPE. m Q O SERVICE LINE INSPECTION PROCEDURES TRAFFIC APPLICATION GA o = 00 1. GALL THE NEW 5ERVIGE DEPT.TO REi3UE5T AN 1115PEGTION WHEN YOUR WORK 15 COMPLETED.(ONE w Oq BUSINESS DAY ADVANCED NOTICE 15 REQUIRED) NOT TO SCALE O 00 2. SOMEONE MUST BE PRE5ENT ON THE DAY OF INSPECTION. 3. IF REINSPECTION IS NECESSARY,A$25.00 FEE MUST BE PAID PRIOR TO THE REINSPECTION. = 4. LEAVE THE TRENCH OPEN.DON'T BAGKFIH THE TRENCH UNTIL OUR INSPECTOR HA5 APPROVED THE M SERV.LINE. ;:;;::STONE BLEND.' •: ::':.`.`:::::.`: :: ::.`::;:'•:?: : :' P " Net 5. IF THE SERV.LINE INSPECTION PASSES,THE E.O.THE PIPE BY THE CURB WILL BE PAINTED BLUE. IF W SERV. INSPECTION FAIL5,THE E.O.THE SERV.WILL BE PAINTED RED. b. PLEA5E DO NOT GALL OUR OFFICE UNTIL 4:30 P.M. IF YOUR INSPECTION FAILS. BAseCIS`(&.�f JG 15,I�Ji -I RECHARGER 180 HD GULTEG CHAMBER [,, 7. NO OTHER UTILITIES(E.6.6A5,ELECTRIC,GABLE TV,ETD.)SHALL BE BURIED IN HATER SERV.TRENCH. i,\/,\/,\i/\i/�i,\/, /,\/,\/,;//\/C /�7///i\/i\/i�/i\/i\/i�/i\/ i�/i�/i 800-272-4480 811 FOR TRAFFIC, APPLIGATION METER SET'S CHAMBER DIMENSIONS: 36'w x 133'14 x 2031I AFTER ALL OF THE ABOVE HAS BEEN COMPLETED,GALL THE NEW SERV.DEPT.TO HAVE THE METER SET.WE www.dignetnycli.com CHAMBER INSTALL L3 ENGTH: 6 3 Ig W Mor www.ca11811.com UST HAVE THE HOUSE NUMBER BEFORE THE METER CAN BE SET. <c;l TRENGH/BED GOMPONENT5: TAP LETTERS (for other states) 12" MIN BETWEEN EXT. CHAMBER5 AND E.D. BED TAP LETTERS GAN BE REQUESTED AFTER ALL FEES HAVE BEEN PAID,WATER SERV.HAS BEEN ESTABLISHED PAVEMENT SECTI ON GRAVEL ROADWAY AND THE METER HAS BEEN SET. (MINIM)M THICKNESS) By law,excavators and contractors working in 12" MIN SEPARATION ® 51DE5 OF CHAMBERS ENG ER: the five boroughs of New York City and Nassau O" SEPARATION BETWEEN EN05 OF CHAMBERS F E 11 NOTICE: IF INSTALLING 3�4 STONE BLEND 2" and Suffolk Counties on Long Island must SEPARATE HOT WATER HEATERS,SEPARATE EXPANSION TANKS SHOULD BE contact DigNet,1-800-272-4480 or 811,at least 18 MIN STONE BELOW CHAMBER )-O INSTALLED. SWITGHING SERV.TO HOMEOWNER-- THE BUILDER GAN BRING IN A SIGNED APPLICATION 48 hours but no more than 10 working days MATERIAL ABOVE CHAMBER(BOTTOM TO TOP) �Q' E� B GARD 515NED BY THE BUYER,BUT IT HU5T BE FILLED OUT COMPLETELY INCLUDING 50GIAL SECURITY �'ALTED BASE COURSE GULTEG 410 FILTER FABRIC G� (excluding weekends and legal holidays)prior 11 11 11 NUMBER,DRIVER LICENSE ID NUMBER,CURRENT MAILING ADDRE55,AND CONTACT PHONE NUMBER. IT 15 (EXISTING BANG RUN OR OTHER b'1 to beginning any mechanized digging or REGHAR6ER ISO HD GULTEG G AMBER b MIN - U� TO 2 WASHED, CRUSHED STONE RECOMMENDED THAT THE BUILDER ESTABLISH THE AGGOUNT AND GALL FOR A 015GONNEGTION OF SERV., SUITABLE MATERIAL excavation work to ensure underground lines 1 10" MIN - 95% GOMPAOTED FILL 11" - 2" WASHED, CRUSHED STONE CHAMBER DIMEN510NS: 36 w x .3318 x 20547 ALLOWING THE BUYER ONE WEEK TO E5TABLI5H SERV. IN HIS/HER NAME. are marked.Excavators and contractors can 1 6" MIN - BASE COURSE - BANK RUN/SUITABLE MATERIAL r- I = w FINE GRADE 501E BASE _ also submit locate requests online,through CHAMBER INSTALL LENGTH: 63-5 Ig 2" MIN - WEARING COURSE - STONE BLEND TRAFFIC, APPLICATION: m ITIC.If you do not currently use[TIC,please TRENCH/BED SIZE: MINIMUM q5% COMPACTED FILL 2 r 2 call 1-800-524-7603 for more information. „ 12 MIN PERIMETER AROUND 13505 GULTEG 410 FILTER FABRIC 8.0" MIN DEPTH FOR PAVED AREA SEE COMPONENT PARAMETERS FOR For safety reasons,homeowners are strongly 6' MIN SEPARATION 0 BIDES F CHAMBERS GRAVEL SURFACE ® EL. ±5.00' (TYPICAL) 734 93 gy (PROP. CHAMBERS LOGD IN 10.0" MIN DEPTH FOR UNPAVED AREA (THIS CASE) X0,4 ESSIc�N� CULTEC CHAMBERS LOCATED BELOW encouraged to call as well when tannin an [I" - 2" WASHED CRUSHED STONE TRAFFIC AREAS type of digging on their property.Homeowners O SEPARATION® ENDS OF G AMBERS F can contact us directly at 1-800-272-4480 or by IS" MIN BELOW CHAMBER 85% COMPACTED FILL DRIVEWAY/PARKIN6 AREAS) GRAVEL DRIVEWAY AND calling 811,the national call before you dig 9' MIN ABOVE CHAMBER o o w SEE '6RAVEL DRIVEWAY AND JEFFREY T. BUTLER P.E. number.For excavation work completed on fA . 4.12 ° '� pARKIN6 SECTION THI5 DW6 ' personal property,it is the contractor's Z , responsibility--NOT the homeowner's--to 7 CULTEC, NO, 4800 EL, 4,22 \/\//\//\// : •z PARKING SECTION FINISHED GRADE 0 EL. �.O (TY 1GAL) �, contact DigNet.Having utility lines marked prior , N WOVEN 6EOTEXTILE \'\\'\\/\/\\//\\//\\// = /\\/\\/- tf1 Q NOT TO SCALE to digging is free of charge. (PROP. CHAMBERS LOG D IN L P AREA5) - EL. 3.34' 1\ \jj\\\/\\\ '. .' '. - "' . • J (TO BE PLACED ;\\\ �\\\\\`,..,::•: :•. :•::•:: •:::•:.:-. :::� ...:: ....�.•..: ...:....- \>\\i\\i `-• _ DRY WELL APPLICATION: \ \ \ \ BETWEEN //'K// >i�/i : :::;;r::: : :::: ::::::';:::::.i::::;:: ':;:: :::. :.::c :,'';: ' / / OPTION 3- _ //�\//\/� Y WELL APPLIGAMON: EL. 2.84.\�\\,\\/,\�\\, `/\\\\/\'\` O z cs-- /\ ,�\/\/\�\�• • : • : .• • : :'• : :, r\/\/\/\/ i\/ �R COMPACTED FILL <i�/\/�i\• ;::•.•\ \ \ \ INCREASED STONE OPTION, 1- EL. 4 '\/ice\/i�i C, .. ���\/i\/!!i\/i OPTION 3- /\\//\\/ ::i \\i\\i\\i �' PLUS 12"ADDITIONAL BASE L�1 = �`\ �; - \\/i. INGREASB�STONE of�ITON, AND GLEAN �!\\/\\/ I.E. 2341 '''' ' MATERIAL NOTES (TYPICAL): ✓//\�/��/��/��/� ' ::::.. /�//�///\i/�/// //\ PLUS I2 ADDITIONAL BASE CR 15HED 5TONF� \\ \\/\\\ STOR VOL./GHAMBER� _� 2411 \i/\\i/\\i/\`i/\`i ,\%, MATERIAL //ii\.; : : i�' - a \ D D I.MATERIAL5: CONFORMS TO ASTM /\\/\\/\/\\„ •.•:•.\////\//:� v - ii\/i y\\i 1 VAWE5 PER CONFIGURATION L-� O 1L :! .. 2 COURSE GONGREfE /\//\//\�/\i ..::`i\/\\ /CS m STOR VOL./CHAMBER _ r\/\ ..; ::: \'i\� - STONE REQb/CHAMBER 2 N ? :... ...; A48 GLA55 306 OR 35B f- \\i\\i'\\i�\i :::::: i\\ j VARIES PER CONFIGURATION v 1 ..;::. `:: i ------ BRICK OR DOLLAR _ 5PEGIFIGATIONS _ ' / / �//k - STONE RECI'D/CHAr®ER EL. 1.18 \\ \\\., VARIES PER GONFI6URArION Q '::::.. ;� d 1 VARIES PER COW16URATION ` > 20 LOAD RATING: FOR AASHTO 4 H5 ------ _ EL. 2 38 i,\ \i ..:; :.•:•.•::.•:.. i\\i\\ \r�, :;:,•., .• ::::, :::::•:: ::::.:. :::::. , � �fl . :. 20-44 HIGHWAY LOADING m !\ \ :: ::.:::: ::: ::•:;•::.:. ,. >i/\�i,::: ':'rl::::::•:B/45) :•::•::•.. •.:.: ,1. i\i O T:.........-�:: 1_ 11 PLAN VIEW /\/` .:.:......:....::::.:.:....:.:..:.. \ \/\i.::.C2..:.:..:::.::...:::.::.::.....:.. ... .: .::.:... �a..:.. \/i\, ca � W v O GAMPBEII FOUNDRY OR STRICIMWTHYAB[ i\\i\\! .::•:..:.:::• . .s.:. - `''. '.`:.. t\\\, /i/ . :: :.:..:........ 1._ .n.•.; .....,.:.:.:::• .. ...:.:/i//i, I {- N 11 bt6 Y{.htF :. •. :•::::::f8:.:5'I'dl'J :: :•:•:•:::::•::; ::::•::•::••. • , .\\\..-:.TY :... .•.:::;:: ;;•:•: ..:Q.;...;.•:::•..:r,,.:,. ..::.. ..:..T1''f .•.: \\\. Q I 34 OR 36 APPROVED EQUAL y\\�. .: : ::::::::': :;::.;::;::::;:;:::::.:.;;:.: \'\ EL. O.0 �i/i ... .... . .................:..:............:......:... .... ..::..:..:..: /�/i/ < I-I (OR APPROVED EMAL /i , :.: :::::.::.•.•:.•: off .: . .:....: : ::• :) :;. . \\ PIPE OPENING _ \ .,1....... ..•..•::::•::? -'��'`'*... . :::......... ..:�'/ y ::•:. ::: ..:: ;::::::::.:::':::•:.::::;: :::::' 2.CASTING MUST MATCH PRECAST = To SUIT R®A� 1 - a� ;//\ , ::;TPI :..:;•:;:::::::�' ? ::: ::�,�':::::;::.TZ' '......% C" ,w.` ."'''�\ \`.. . (V ✓�' W z OPENING o Q 1 EL. 088' .��\' .:.•:.•.::::: :' : . : : :: �: B.O. BSD A EL. 088' B.O. BED W ca Q PLAN 5E6TION - - i °Eth m 3.2 INCHES OF CASTING MUST Fn z� FOR GONNEGTION y / / �-` //\/ EL. -0.32' �i ' /� - z I REST ON CONCRETE PREGAST. Y -- TD PROPOSED >�\�/ /,i\�\, L.I. PRECAST Model No. 5020-B GULTEG SD.SYSTEMS EL. CID' � � � 5'-0" OR FULL WIDTH OF BEP o H ra SECTION /i.\/i✓;�i\i/\i/\i/\i/�i !i\//\!/\/�\\/i. /i�\� //�/ GULTEG No. 410±FILTER FABRIC, L _ PAR6E INSIDE AND OUTSIDE \ ' \\ \ \ \ \ ,; >r;\ TOP(MANDATORY),SIDES AND BOTTOM I- �L HEAVY DUTY FRAME AND GRATE � � � o ,�- ' .�\ z LU LL # O TYPE II GONGREfE 4p0O P51 4" 31-0' 4" 5-0OR FULL WIDTH OF BEDGULTEG No. 4800 WDYEN G-E7 (� LL Q N 1 11 " �r 4 3-04 z-� (FOR SCOUR PROTECTION TO r3F PLACEDIL N Q L d' 3-8 GULTEG No. 410±FILTER FABRIC p BENEATH INTERNAL MANIF�.�D FEATURE AND W :5 TOP (MANDATORY),SIDES AND BOTTOM N GEHNERAL BENEATH ALL INLET/OUTLET PIPES) Q O Z y� Rechcrge'4t 180 HD by CULTEC,Inc.of Brookffeld,CT. a O 0 ' " I `� - - - ��-NOS' All RecFi Swill) 180 HD chambers must be Installed In accordaze wlt11 all 24 NOTES(TYPICAL): 3' X 3' X 3' HIGH Rechar O 180 HID CULTEC,Inc.of ookfteld,GT. Ln 9� applicable local,state and federal regulations. GROUND WATER 0 I.MATERIAL5: GONFORM5 TO I I< All Redurger�P 180 HD chambers must be Installed in accordance with all Refer to manufacturer,CULTEC,INC's recommended Installation guldeNies. 0 EL. -2.32' �..{ m z A Ilcable local,state and federal r lotions. GROUND WATER1'n ;'r. f: •: ASTM A48 GLA55 3DB OR aPP � - STANDARD CATCH BASIN o Refer to manufacturer,CULTEC,INC.'s recommended Installation guidelines. ® EL. -2,32' O 0 55B 5PEGIFIGATIONS a �' 20" LOAD RATING: FOR AA5HTO 4 m i'fm >.. 3611 H520. CAMPBELL FOUNDRY �• `I � I- TYPICAL CROSS SECTION OR APPROVED EQUAL #4 BARS A o t t PLAN - TY ICAL CROSS SECTION PAGE' I. CONCRETE STRENGTH TO BE 4000 F'S1 628 DAYS. 5EGTION 2.CASTING MU5T MATCH Y OLEO art STOP SLAB . = RECHARGER 180 HD CULTEC CHAMBER SYSTEM PRECAST OPENING 3.REBAR A5TM A615 6RADEA605 L_ L - - _.-.__.._..._ ._. __. . .-...__ PLAN 3.2 INCHES OF CASTIN6 MUST 4.ALL PRECAST CONCRETE STRUCTURES MUST MEET AGI CODE AND a RECHARGER I SC HD CULTEC CHAMBER SYSTEM INCREASED STONE APPLICATION f f r II; (I� ►i:; 1' RE5T ON CONCRETE PRECAST. DOPY STRUOF CTURES K15 BE MUST BE RE FILE WITH THE TOW. L.I. PRECAST Model No. 4001-B 5.ALL STRUCTURES MUST TI N MUST BE ON AT AN AGI CERTIFIED PLANT, 4" 3'-0' INCREA ED STONE APPLICATION PROPOSED W/ ADDITIONAL BEDDING HEAVY DUTY FRAME AND COVER 31_8„ 4" PROPOSED W/ ADDITIONAL BEDDING TRAFFIC APPLICATION f t DEC NOT TO SCALE NOT TO SCALE SP4 f of Glenn Goldsmith, ;ident Town Hall Annex A.Nicholas Krupski,Vwe President 54375 Route 25 John M. Bredemeyer III P.O.Box 1179 Michael J. Domino N, Southold,NY 11971 Greg Williams Telephone(631)765-1$92 Fax(631)765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD (r Date/Time: ,� j, ► qCompleted in field by: ` g En-Consultants on behalf of 13350 NEW SUFFOLK, LLC requests an Amendment to Wetland Permit#9712 to re-grade with approximately 344 cubic yards (in lieu of 116 Cubic yards) of clean sandy fill to be trucked in from an approved upland source, resulting in an approximately two (2) foot higher revegetated grade over approved I/A sanitary system (to be equipped with a FujiClean OWTS in place of Hydro-Action OWTS) relocate pervious gravel driveway/parking area from north to east side of property, resulting in an additional 2,677sq.ft. of site disturbance and revegetation of±305sq.ft. (in lieu of±618sq.ft.) portion of temporarily cleared area on east side of property; replace four (4) cedar trees with same caliper cedars to east of relocated driveway; revegetate with native plantings an additional ±3,253sq.ft area of clearing to northwest of dwelling and ±1,313sq.ft. area of temporary clearing south of pool patio (previously proposed to be permanently cleared), thus reducing area of new permanent clearing from 6,191sq.ft. to 5,622sq.ft.; construct 2,379sq.ft. (in lieu of 2,355sq.ft.) raised masonry patio/steps; construct 815sq.ft. (in lieu of 580sq.ft.) on-grade paver courtyard; and install 56sq.ft. generator platform with 3.5'x11' stairs. Located: 13350 New Suffolk Avenue, Cutchogue. SCTM# 1000-116-6-20.2 CH. 275-3 - SETBACKS WETLAND BOUNDARY: Actual Footage or OK=� Setback Waiver Required 1. Residence: 100 feet 2. Driveway: 50 feet 3. Sanitary Leaching Pool (cesspool): 100 feet 4. Septic Tank: 75 feet 5. Swimming Pool and related structures: 50 feet 6. Landscaping or gardening: 50 feet 7. Placement of C&D material: 100 feet TOP OF BLUFF: 1. Residence: 100 feet 2. Driveway: 100 feet 3. Sanitary leaching pool (cesspool) 100 feet: 4. Swimming pool and related structures: 100 feet Public Notice of Hearing Card Posted: Y / N Ch. 275 1'�Ch. 111 SEQRA Type: I II Unlisted Action Type of Application: Pre-Submission Administrative Amendment Wetland Coastal Erosion Emergency Violation Non-Jurisdiction Survey <_ 5 years: Y/N Wetland Line by: C.E.H.A. Line Additional information/suggested modifications/conditions/need for outside review/consultant/application completeness/comments/standards: � Ovj ,(lo U� ,�w�to efar Q,rcv, I have read & acknowledged the foregoing Trustees comments: Agent/Owner: Present were: J. Bredemeyer M. Domino YG. Goldsmith N. Krup ski �G. Williams Other L t Glenn Goldsmith,President �QF sorry Town Hall Annex Michael J.Domino,Vice-President ,`O� �`� 54375 Route 25 P.O.Box 1179 John M.Bredemeyer III [ rS Southold,New York 11971 A.Nicholas Krupski G Telephone(631)765-1892 Greg Williams ® YO. - - eOUV E BOARD OF TOWN TRUSTEES NOV 5 2021 TOWN OF SOUTHOLD R hold Town ND APPLICATION FOR AN AMENDMENT TO A WETL PE iCTrustees DATE: November 4, 2021 PROPERTY OWNER NAME: 13350 New Suffolk, LLC c/o Greg Eicher, Manager MAILING ADDRESS: 10490 SW Eastridge Street, Suite 110E Portland, OR 97225 PHONE: 516-650-3957 AGENT En-Consultants ADDRESS 1:31.9•North Sea Road,:Southampton, NY 11968 PROPERTY LOCATION 13350 New Suffolk Avenue, Cutchogue TAX MAP NO. 1000-116-6-20.2 I En-Consultants for I/We 13350 New Suffolk LLC request an Amendment to Permit# 9712 To see attached project description. i i Signed by: tl�a3l�t 13350 NEW SUFFOLK, LL'_ 13350 NEW SUFFOLK AVENUE CUTCHOGUE,NY SCTM#1000-116-6-20.2 r Amend Wetlands Permit No. 9712 to authorize the following changes to the approved site plan: re-grade with approximately 344 cubic yards (instead of 116 cubic yards) of clean sandy fill to be trucked in from an approved upland source, resulting in approximately 2-foot higher revegetated grade over approved UA sanitary system (to be equipped with a FujiClean OWTS in place of Hydro-Action OWTS); relocate pervious gravel driveway/parking area from north to east side of property, resulting in additional 2,677 sf of site disturbance and revegetation of+305 sf(instead of+618 so portion of temporarily cleared area on east side of property; replace (4) cedar trees with same-caliper cedars to east of relocated driveway; revegetate with native plantings an additional +3,253 sf area of clearing to northwest of dwelling and +1,313 sf area of temporary clearing south of pool patio (previously proposed to be permanently cleared), thus reducing area of new permanent clearing from 6,191 to 5,622 sf, construct 2,379 sf(instead of 2,355 so raised masonry patio/steps; construct 815 sf (instead of 580 so on-grade paver courtyard; and install 56 sf generator platform with 3.5' x 11' stairs, all as depicted on the site plan prepared by Jeffrey T. Butler, P.E., P.C., last dated October 18, 2021. t Board of Trustees Application i 'r I i AUTHORIZATION (Where the applicant is not the owner) i I/We, Greg Eicher, Manager, 13350 New Suffolk. LLC , owners of the property identified as SCTM# 1000- 116-6-20.2 in the town of i Southold ,New York, hereby authorizes En-Consultants to act as my agent and handle all necessary work involved with the application process for permit(s) from the Southold Town z Board of Trustees for this property. N/A P p Owner's Signature Property Owner's Signature Gre Eicher, Manager, 13350 New Suffolk, LLC SWORN TO BEFORE ME THIS DAY OF , 200-6 "Wy Public HIM H , STIP N3 NOTARY PUBLIC STATE OF NEW YORK COMMISSION NO . 5015931 OUALIFIED IN SUFFOLK COUNTY EXPIRES AUGUST 2 , 20.A,1 '• Board of Trustees Application AFFIDAVIT Greg Eicher, Manager, 13350 New Suffolk, LLC BEING DULY SWORN f 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 ALI, 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. N/A taturc of Property Owner Signature of Property Owner Greg Eicher, Manager, 13350 New Suffolk, LLC SWORIN TO BEFORE IVIE THIS 644" DAY OF ' 20 ' Mary Public KIM H. STEPHENS NOTARY PUBLIC STATE OF NEW YORK COMMISSION NO . 5015931 QUALIFIED IN SUFFOLK COUNTY EXPIRES AUGUST 7 . ZO!Aj i• 1 i APPLICANT/AGENT/REPRESENTATIVE TRANSACTIONAL DISCLOSURE FORM The Town of Southold's Code,orEthics�rrohibits conflicts of interest on the part of town officers and emnloyecs.The Pu 1) sc of this form is to nmvide information which can alert the town of oossibhe conflicts of n,tenest'and allow,t to take whatever action is necessary to avoid same. Greg Eicher,Manager YOUR NAME: 13350 New Suffolk,LLC (Last name,first name,itiddle 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.) C Tax grievance Building Variance Trustee X Change of Zone Coastal Erosion Approval of plat Mooring Exemption from plat or official map Planning i Other (If"Other',name the activity.) Do you personally(or through your company,spouse,sibling,parent,or child)have a relationship will,any officer or employee of the Town ol'Southold? "Relationship"includes by blood,marriage,or business interest "Business intcn l"means a business, including a partnership.in which the town officer or employee has even a partial ownership of(or unrployment by)a corporation in which the town officer or employee owns more than 5%of the shares YES NO If you answered"YES",complete the balance orthis form and date and sign where indicated Name of person employed by the Town of Southold_ T Title or positron 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 describr in the space provided The town officer or employee or his or her spouse,sibl ing,parent,or child is(check all that apply). A)the owner of greater than 5%of the shares of the corporate stock of die applicant (when the applicant is acorlwrafion); 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 fel day;of� 2� Signature &Q_[rd&Lcher_M=g�er Print Name l Form TS 1 13350 New Suffolk,LLC APPLICANT/AGENT/REPRESENTATIVE TRANSACTI®NAL DISCLOSURE FORM The Town of Southold's Code of Ethics prohibits conflicts of interest on the nart of town officers and employees.The numose 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. 1 YOUR NAME HerTmnn, Rnhay-F E, (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 Variance Trustee X Change of Zone Coastal Erosion Approval of plat Mooring Exemption from'plat or official map Planning Other (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 town officer or employee owns more than 5%of the shares. YES NO X 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): A)the owner of greater than 5%of the shares of the corporate stock of the applicant (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 7Submitted this of No,4mj ., 2021 e o E. Herrmann Form TS 1 617.20 Appendix B Short Environmental Assessment Form Instructions for Completing Part I-Project Information.The applicant or project sponsor is responsible for the completion of Part 1.Responses become part of the application for approval or funding,are subject to public review,and may be subject to further verification. Complete Part I based on information currently available If additional research or investigation would be needed to fully respond to any item,please answer as thoroughly as possible based on current information Complete all items in Part 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 I-Project and Sponsor Information Name of Action or Project: 13350 New Suffolk,LLC Reconstruction Project Location describe,and attach a location map): 13350 New Suffolk,Cutchogue,Town of Southold; SCTM#1000-116-6-20.2,property is located on south side of New Suffolk Avenue,+/-290'east of Meadow Lane,refer to provided maps. Brief Description of Proposed Action: See attached project description. Name of Applicant or Sponsor: Telephone: 516-650-3957 13350 New Suffolk,LLC c/o Greg Eicher,Manager E-Mail: geicher@optonline.net Address: 10490 SW Eastridge Street,Suite 110E City/PO. State: Zip Code. Portland OR 97225 1. Does the proposed action only involve the legislative adoption of a plan,local law,ordinance, NO YES administrative rule,or regulation? If Yes,attach a narrative description of the intent of the proposed action and the environmental resources that may be affected in the municipality and proceed to Part 2. If no,continue to question 2. X 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: NYS DEC,Suffolk County Department of Health Services X 3.a. Total acreage of the site of the proposed action? 89,795 sf ;- b.Total acreage to be physically disturbed? +/-28,081 sf c.Total acreage(project site and any contiguous properties)owned I or controlled by the applicant or project sponsor? 89,795 sf 4. Check all land uses that occur on,adjoining and near the proposed action. ❑Urban ❑Rural(non-agriculture) ❑Industrial ❑Commercial ®Residential(suburban) ❑Forest ❑Agriculture ®Aquatic ❑ Other(specify): ❑Parkland Page 1 of 4 13350 NEW SUFFOLK, LL, 13350 NEW SUFFOLK AVENUE CUTCHOGUE,NY SCTM#1000-116-6-20.2 Amend Wetlands Permit No. 9712 to authorize the following changes to the approved site plan: re-grade with approximately 344 cubic yards (instead of 116 cubic yards) of clean sandy fill to be trucked in from an approved upland source, resulting in approximately 2-foot higher revegetated grade over approved UA sanitary system (to be equipped with a FujiClean OWTS in place of Hydro-Action OWTS); relocate pervious gravel driveway/parking area from north to east side of property, resulting in additional 2,677 sf of site disturbance and revegetation of+305 sf(instead of+618 sf) portion of temporarily cleared area on east side of property; replace (4) cedar trees with same-caliper cedars to east of relocated driveway; revegetate with native plantings an additional +3,253 sf area of clearing to northwest of dwelling and +1,313 sf area of temporary clearing south of pool patio (previously proposed to be permanently cleared), thus reducing area of new permanent clearing from 6,191 to 5,622 sf; construct 2,379 sf(instead of 2,355 sf) raised masonry patio/steps; construct 815 sf(instead of 580 sf) on-grade paver courtyard; and install 56 sf generator platform with 3.5' x 11' stairs, all as depicted on the site plan prepared by Jeffrey T. Butler, P.E., P.C., last dated October 18, 2021. 5. Is the proposed action, NO YES N/A a. A permitted use under the zoning regulations? X b. Consistent with the adopted comprehensive plan? X 6. Is the proposed action consistent with the predominant character of the existing built or natural NO YES landscape? 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: Name West Creek,Pecomc Bay&Environs,Reason Significant coastal fish&wildlife habitat;Protect public health,water,vegetation&scenic beauty,Agency Southold Town,Suffolk County,Date 3-24-88,7-12-88 X 8. a. Will the proposed action result in a substantial increase in traffic above present levels? NO YES X b.Are public transportation service(s)available at or near the site of the proposed action? X c.Are any pedestrian accommodations or bicycle routes available on or near site of the proposed action? X 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: X 10. Will the proposed action connect to an existing public/private water supply? NO YES If No,describe method for providing potable water: X 11.Will the proposed action connect to existing wastewater utilities? NO YES If No, describe method for providing wastewater treatment. A new,UA OWTS sanitary X system is proposed. 12. a. Does the site contain a structure that is listed on either the State or National Register of Historic NO YES Places? b Is the proposed action located in an archeological sensitive area? X X 13.a.Does any portion of the site of the proposed action,or lands adjoining the proposed action,contain NO YES wetlands or other waterbodies regulated by a federal,state or local agency? X b.Would the proposed action physically alter, or encroach into,any existing wetland or waterbody? X If Yes,identify the wetland or waterbody and extent of alterations in square feet or acres: 14. Identify the typical habitat types that occur on,or are likely to be found on the project site. Check all that apply. ® Shoreline ❑Forest ❑Agricultural/grasslands ❑Early mid-successional ® Wetland ❑Urban ® Suburban 15. Does the site of the proposed action contain any species of animal,or associated habitats,listed NO YES by the State or Federal government as threatened or endangered? X 16. Is the project site located in the 100 year flood plain9 NO YES X 17.Will the proposed action create storm water discharge,either from point or non-point sources? YES If Yes, a. Will storm water discharges flow to adjacent properties? ❑NO❑YES b.Will storm water discharges be directed to established conveyance systems(runoff and storm drains)? If Yes,briefly describe- ❑NO❑YES Page 2 of 4 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: X 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- X 20. Has the site of the proposed action or an adjoining property been the subject of remediation(ongoing or NO YES completed)for hazardous waste? If Yes,describe: X I AFFIRM THAT THE INFOR TION PROVIDED ABOVE IS TRUE AND ACCURATE TO THE BEST OF MY KNOWLEDGE Applicant/sponsor name: Rob . errmann,Coastal Mgmt. Specialist Date: November 4,2021 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 1. Will the proposed action create a material conflict with an adopted land use plan or zoning regulations? 2. Will the proposed action result in a change in the use or intensity of use of land? 3. 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 establishment of a Critical Environmental Area(CEA)? 5. Will the proposed action result in an adverse change in the existing level of traffic or affect 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 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? 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 10. Will the proposed action result in an increase in the potential for erosion, flooding or drainage problems? 11. Will the proposed action create a hazard to environmental resources or human health? 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 I 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. ❑ Check 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. ❑ -Check 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. 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Raa ;.{.2 .• .f• - :yam.” '✓�0=t` M1S' `. *'°k'Xt� .r4'.1rr..w.._."..(.T_',+,_'.t.J+ ` •/�`� L:...+.n...a.n •,~` � ,� / � .. f" '�'� .�.-_'.`�l•�: V��"F L[ tt Y�`• "'•� `-1 � �',",.i'`'I:i� ;E:e-.5.,�• ..-_rus..-r... ...c:..r...�......,...:.{.�''�" '.Jrx�...�`,��vu,LIw..i..,w:e.aC�r.:...��:.:.r.a.._a;.xL::s.,�.M'lv.y:r'�.,F, riJ. i�`.'F F. .8- x'.....LL.=u.•.'+-in.�av_:..dJ_.�.Y•v,-.."•V.S:`"3�,...�-•.lJ...Gi,¢.— Town of Southold Erosion, Sedimentation & Storm-Water Run-off ASSESSMENT FORM OfPROPERTY LOCATION: S.C.T.M.#: THE FOLLOWING ACTIONS MAY REQUIRE THE SUBMISSION OF A Q� 1000 116 6 20.2 STORM-WATER,GRADING,DRAINAGE AMP EROSION CONTROL PLAN t`sfricF Section Block Lot CERTIFIED BY A DESIGN PROFESSIONAL IN THE STATE OF NEW YORK. SCOPE OF WORK - PROPOSED CONSTRUCTION ITEM#/WORK ASSESSMENT Yes No a What is the Total Area of the Project Parcels? 1 Will this Project Retain All Storm-Water Run-Off (include Total Area of all Parcels located within 89 795 sf Generated by a Two(2")Inch Rainfall on Site? Elthe Scope of work for Proposed Construction) (S F/Acres)) (This item will include all run-off created by site b,What is the Total Area of Land Clearing clearing and/or construction activities as well as all and/or Ground Disturbance for the proposed 1-/-28,081 sf Site improvements and the permanent creation of construction activity? (S F/Acres) impervious surfaces) 2 Does the Site Plan and Survey Show All Proposed ❑ PROVIDE BRIEF PROJECT DESCRIPTION(Provide Additional Pages as Needed)) Drainage structures Indicating Size&Location?This item shall include all proposed Grade Changes and See attached project description. Slopes Controlling Surface Water Flow, 3 Does the Site Plan and/or Survey describe the erosion F]and sediment control practices that will be used to control site erosion and storm water discharger.This Item must be maintained throughout the Entire Construction Period. 4 Will this Project Require any Land Filling,Grading or Excavation where fhere is a change to the Natural Existing Grade involving more than 200 Cubic Yards of Material within any Parcel? 5 Will this Application Require Land Disturbing Activities Encompassing an Area in Excess of Five Thousand (5,000 S.F.)Square Feet of Ground Surface? 6 Is there a Natural Water Course Running through the Site?Is this Project within the Trustees jurisdiction General DEC SWPPP Requirements or within One Hundred(100')feet of a Wetland or Submission of a SWPPP is required for all Construction activities involving soil Beach? disturbances of one(1)or more acres-including disturbances of less than one acre that 7 Will there be Site preparation on Existing Grade Slopes El Ll are part of a larger common plan that will ultimately disturb one or more acres of lands; which Exceed Fifteen(15)feet of Vertical Rise to Including Construction activities involving sod disturbances of less than one(1)acre where One Hundred(100')of Horizontal Distance? the DEC has determined that a SPDES permit is required for storm water discharges, p (SWPPP's Shall meet the Minimum Requirements of the SPDES General Permit O Will Driveways,Parking Areas or other impervious for Storm Water Discharges from Construction activity-Permit No.GP-0-10-001.) Surfaces be Sloped to Direct Storm-Water Run-Off ❑ 1 The SWPPP shall be prepared prior to the submittal of the NOI The,NOT shall be into and/or in the direction of a Town right-of-way? submitted to the Department prior to the commencement of construction activity 2 The SWPPP shall describe the erosion and sediment control practices and where 9 Will this Project Require the Placement of Material, ❑ required,post-construction storm water management practices that will be used and/or Removal of Vegetation and/or the Construction of any constructed to reduce the pollutants m storm water discharges and to assure Item Within the Town Right-of-Way or Road Shoulder compliance with the terms and conditions of this permit In addition,the SWPPP shall Area?(This item will NOT include the installation of Driveway Aprons) identify potential sources of pollution which may reasonably be expected to affect the quality of storm water discharges NOTE If Any Answer to Questions One through Nine is Answered with a Check Mark 3 All SWPPPs that require the post-construction storm water management practice in a Box and the construction site disturbance is between 5,000 S F &1 Acre in area, component shall be prepared by a qualified Design Professional Licensed in New York a Storm-Water,Grading,Drainage&Erosion Control Plan is Required by the Town of that is knowledgeable in theprinciples and practices of Storm Water Management Southold and Must be Submitted for Review Prior to Issuance of Any Building Permit g P g (NOTE A Check Mark(X)and/or Answer for each Question is Required for a Completed Application) STATE OF NEW YORK, Suffolk SS COUNTY OF ---------------------_-- That I, Robert E.Herrmann being duty sworn,deposes and says that he/she is the applicant for Permit, (Name of individual signing Document) And that he/she is the -Agent-for-Owner - ----------------------- ----------------------------------------------------------------------------------------------------- (Owner,Contractor,Agent,Corporate Officer,etc. Owner and/or representative of the Owner or Owners,and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his knowledge and belief;and that the work will be performed in the manners set forth in the application filed herewith. Sworn to before me this; 4 y November 20 21 NotaryP -1 ------ --- - ------------------11-RA -A-LE P H E N-S---------- ------- ------------- N O T A R Y P U B L I C signature of Applicant) FORM - 06/10 STATE OF NEW YORK COMMISSION NO . 5015931 QUALIFIED IN SUFFOLK COU TY EXPIRES AUGUST 7 , 20� 13350 NEW SUFFOLK, LL_ 13350 NEW SUFFOLK AVENUE CUTCHOGUE, NY SCTM#1000-116-6-20.2 Amend Wetlands Permit No. 9712 to authorize the following changes to the approved site plan: re-grade with approximately 344 cubic yards (instead of 116 cubic yards) of clean sandy fill to be trucked in from an approved upland source, resulting in approximately 2-foot higher revegetated grade over approved UA sanitary system (to be equipped with a FujiClean OWTS in place of Hydro-Action OWTS); relocate pervious gravel driveway/parking area from north to east side of property, resulting in additional 2,677 sf of site disturbance and revegetation of+305 sf(instead of+618 sf) portion of temporarily cleared area on east side of property; replace (4) cedar trees with same-caliper cedars to east of relocated driveway; revegetate with native plantings an additional +3,253 sf area of clearing to northwest of dwelling and +1,313 sf area of temporary clearing south of pool patio (previously proposed to be permanently cleared), thus reducing area of new permanent clearing from 6,191 to 5,622 sf; construct 2,379 sf(instead of 2,355 sf) raised masonry patio/steps; construct 815 sf (instead of 580 sf) on-grade paver courtyard; and install 56 sf generator platform with 3.5' x 11' stairs, all as depicted on the site plan prepared by Jeffrey T. Butler, P.E., P.C., last dated October 18, 2021. C Glenn Goldsmith,PresidentCO Town Hall Annex A.Nicholas Krupski,Vice President �� G:X, 54375 Route 25 John M.Bredemeyer IIIy z P.O.Box 1179 Michael J.Domino 0 Southold,NY 11971 Greg Williams 'd' ® p! Telephone(631)765-1892 Fax(631)765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD November 23,1 2021 En-Consultants 1319 North Sea Road Southampton, NY 11968 Re: Board of Trustees Application of 13350 New Suffolk, LLC 13350 New Suffolk Avenue, Cutchogue SCTM# 1000-116-6-20.2 To Whom It May Concern: You are receiving this letter as notice that this application is,now scheduled to be heard by the Southold Town Board of Trustees via a combination of an in-person meeting and videoconferencing on Wednesday, December 15, 2021 ,beginn,ing at 5:30 P.M. Please continue to check the Town's website as the meeting date approaches for the latest meeting agenda and videoconferencing information. Enclosed is an informational notice regarding the videoconferencing meeting and how to access the online meeting. Please mail a copy of the informational notice along with all other required paperwork to each of the adjacent property owners. Please keep a copy of said informational notice for your records so that you can access the meeting in order to have a conversation with the Board during your application review. Vey Truly Yours, Glenn Goldsmith, President Board of Trustees Glenn Goldsmith,President ; �� COGy� Town Hall Annex A.Nicholas Krupski,Vice President 54375 Route 25 John M.Bredemeyer III y ,? P.O.Box 1179 Michael J.Domino �,y �� Southold,NY 11971 Greg Williams 'h0� �a� Telephone(631)765-1892 Fax(631)765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD WORK SESSION & PUBLIC HEARINGS WEDNESDAY, DECEMBER 15, 2021 at 5:OOPM &5:30PM TOWN HALL MAIN MEETING HALL AND VIA ZOOM ONLINE PLATFORM A Regular Work Session and Public Board Hearings of the SOUTHOLD TOWN BOARD OF TRUSTEES will be held on Wednesday, December 15. 2021 with the Work Session beginning at 5:OOPM and Public Hearings beginning at 5:30PM. The public is invited to attend the meetings either-in person or virtually via the Zoom online platform. MASKS ARE REQUIRED FOR THOSE WHO ARE NOT VACINATED AT ALL TIMES WHEN INSIDE ANY OF THE TOWN BUILDINGS. Written comments may also be submitted via email to the Trustees Clerks at elizabethc@southoldtownny.,gov and diane.disalvo@town.southold.ny.us. Said comments will be considered at thepublic hearing provided that,they are submitted no later4han 12:00 P.M. (Prevailing-time) on the day of the public-hearing. -The public will have access to view and listen,to the meeting-as it is happening via Zoom. If you do not have,access to a computer or smartphone, there is an option to:listen in via telephone. • Further details about how to tune in to the meeting,are on the Town's website at https://www.southoldtownny.gov/calendar or call the Board of Trustees office at (631) 765-1892 Monday through Friday between the hours of 8:OOAM —4:OOPM. Options for public attendance: • Online at the website zoom.us, click on "join a meeting" and enter the information below. Zoom Meeting ID: 854 2903 1057 Password: 506764 • Telephone: Call 1(646) 558-8656 Enter Meeting ID and Password when prompted (same as above). In order to "request to speak" when the application you are interested in has begun, please press *9 on your phone and wait for someone to acknowledge your request. When prompted to unmute your phone press *6. _ To view the application files please visit: https://www.southoldtownnV.gov At the bottom of the picture on the main screen click on the second button from the-right "Town Records, Weblink/Laserfiche"; go to bottom of page and click on "pg. 2"; click on "Trustees" folder; click on "Applications"; click on "Pending"; all files are listed by name in alphabetical order. Click on the name of the application to view the file. Glenn Goldsmith,President ��gUFFO(,�CO Town Hall Annex A.Nicholas Krupski,Vice President ��� Gym 54375 Route 25 John M.Bredemeyer III ', z P.O.Box 1179 Michael J.Domino 0 Southold,NY 11971 Greg Williams 'y ® p� Telephone(631)765-1892 Fax(631)765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD BE ADVISED — AS PER CHAPTER 55 NOTICE OF PUBLIC HEARINGS Failure to submit the following originals to this office by or no later than 12:OOPM the day prior to the scheduled Public Hearing for your application will result in a postponement of said application. This office WILL NOT contact you to request said information: • All original white & green certified return receipt mail receipts stamped by U.S.P.S. • ".Completed original Proof of Mailing Form Failure to submit the fol(owingyoriginats to this,office.by. 'or rio Tater than 12:,00PMjh ,day of'th'e scheduled,Public, Hearing fdr your application wi(I_ reSiA'in,a::postponement,,,,6'said-application:, = _" .- • Orig`inal=:Affi:davi of.Posfing form DQ-,NOT COMPLETE SAID ,. 'FORM UNTIL-THE .GREEN SIGN HAS BEEN .IN.PLACE ON THE PROPERTY FOR_AT-LEAST SEVEN (7) FULL DAYS. Sign the form on the eighth day that the green- notice of hearing sign has been up on said premises. All green signature cards related to said application that were returned to your office should be either dropped off in our "Trustee drop box" or mailed into our office whenever they are received. These cards are not required prior to the Public Hearing, unless specifically requested for by this office. This specific requirement is subject to change. Glenn Goldsmith,President xx?ur Town Hall Annex �FFQI A.Nicholas Krupski,Vice President 40S _- k�O � 54375 Route 25 John M.Bredemeyer III ,��- Gy P.O.Box 1 179 Michael J. Domino N z Southold,NY 1 1971 Greg Williams "p• t Telephone(631)765-1892 Fax(631)765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD BOARD OF TRUSTEES: TOWN OF SOUTHOLD In the Matter of the Application of 13350 NEW-SUFFOLK,LLC COUNTY OF SUFFOLK STATE OF NEW YORK AFFIDAVIT OF POSTING DO NOT COMPLETE THIS FORM UNTIL THE POSTING HAS REMAINED IN PLACE FOR AT LEAST SEVENDAYS PRIOR TO THE PUBLIC, HEARING DATE-- COMPLETE THIS FORM ONEIGTH_DAY OR LATER = Greg Eicher residing at/dba .- 10490 SW Eastridge Street, Suite 1.10, Portland,OR 97225 - -- - ----- -------- = being duly sworn, depose-and say: That on the 7th day of December ,2021 , I personally posted the property known as 13350.New Suffolk-Avenue,Cutchogue; SCTM #1000-116-6-19.2A 20.1by placing the Board of Trustees official noticing poster where it can easily be seen from the street, and that I have checked to be sure the noticing poster has remained in place for a full seven days immediately preceding the date of the public hearing. Date of hearing noted thereon to be held Wbdi esday,.Deeember 15.2021. Dated: Sworn to before me this day of ec. 20 21 gZATEpp.� Deborah Orlowski Public,State of New York- Notary orkNotary Public wsuc No.01OR6280392 Qualified in Suffolk County �i YOQ ComtaissionEVires 05/1312 r NOTICE TO ADJACENT PROPERTY OWNER BOARD OF TRUSTEES, TOWN OF SOUTHOLD In the matter of applicant: 13350 New Suffolk, LLC SCTM# 1000-116-6-20.2 YOU ARE HEREBY GIVEN NOTICE: 1. That it is the intention of the undersigned to request a Permit from the Board of Trustees to: See attached project description. 2. That the property which is the subject of Environmental Review is located adjacent to your property and is described as follows: 13350 New Suffolk Avenue, Cutchogue 3. That the project which is subject to Environmental Review under Chapters 96,111 and/or 275 of the Town Code is open to public comment on: DATE: Wed., Dec. 15, 2021 a 5:30 pm: in-person or videoconference (access info attached) 'r ou may contact the Trustees Office at 765-1892 or in writing. The above-referenced proposal is under review of the Board of Trustees of the Town of Southold and does not reference any other agency that might have to review same proposal. 13350 New Suffolk, LLC c/o Greg Eicher, Manager PROPERTY OWNERS NAME: 110490 SW Eastridge Street, Suite 110E MAILING ADDRESS: Portland, OR 97225 PHONE #: 516-650-3957 AGENT: En-Co isultants MAILING ADDRESS: 1319 North Sea Road Southampton, NY 11968 PHONE #: 631-283-6360 Enc: Copy of sketch or plan showing proposal for your convenience. ti 13350 NEW SUFFOLK, LLC 13350 NEW SUFFOLK AVENUE CUTCHOGUE,NY SCTM#1000-116-6-20.2 Amend Wetlands Permit No. 9712 to authorize the following changes to the approved site plan: re-grade with approximately 344 cubic yards (instead of 116 cubic yards) of clean sandy fill to be trucked in from an approved upland source, resulting in approximately 2-foot higher revegetated grade over approved UA sanitary system (to be equipped with a FujiClean OWTS in place of Hydro-Action OWTS); relocate pervious gravel driveway/parking area from north to east side of property, resulting in additional 2,677 sf of site disturbance and revegetation of+305 sf(instead of+618 sf) portion of temporarily cleared area on east side of property; replace (4) cedar trees with same-caliper cedars to east of relocated driveway; revegetate with native plantings an additional +3,253 sf area of clearing to northwest of dwelling and +1,313 sf area of temporary clearing south of pool patio (previously proposed to be permanently cleared), thus reducing area of new permanent clearing from 6,191 to 5,622 sf, construct 2,379 sf(instead of 2,355 sf) raised masonry patio/steps; construct 815 sf (instead of 580 sf) on-grade paver courtyard; and install 56 sf generator platform with 3.5' x 11' stairs, all as depicted on the site plan prepared by Jeffrey T. Butler, P.E., P.C., last dated October 18, 2021. PROOF OF MAILING OF NOTICE ATTACH CERTIFIED MAIL RECEIPTS Name: Address: SCTM #1000-116-6-17.1 c/o David Case Marion & Clifford Case, Jr. 9201 Foster Street, Apt. 141A Overland Park, KS 66212 SCTM #1000-116-6-21.1 PO Box 285 Ernest Case & Nancy Marschean Cutchogue, NY 11935 SCTM #1000-116-6-22.2 PO Box 1179 Town of Southold Southold, NY 11971 SCTM #1000-116-2-23 13555 New Suffolk Avenue Deborah & Sydney Dufton III Cutchogue, NY 11935 SCTM #1000-134-2-1 Bldg. One, Empire Plaza Alb State of New York a p Albany, NY 12238 STATE OF NEW YORK COUNTY OF SUFFOLK Robert E. Herrmann , w dk)Wxt dba En-Consultants, 131_9 North-Sea-Rd., Southampton NY 11968 being duly sworn, deposes and says that on the 2nd day-of December , 20 21 , deponent mailed a true copy of the Notice set forth in the Board of Trustees Application, directed to each of the above named persons-at the addresses set opposite there respective names; that the addresses set opposite the names of said persons are the address of said persons as shown on the current assessment roll of the Town of Southold; that said Notices were mailed at the United States Post Office at Southampton , that said Notices1weeiled to each of said persons by CERTIFIED MAIL/RETURN RECEIPT. Robert E. Herrmann Coastal Managment Specialist Sworn to before me this 2nd Day of December ,?® 21 KIM H . STEPHENS Notary Publi NOTARY PUBLI C STATE OF NEW YORK COMMISSION NO . 5015931 0 U A L I F I E 0 IN SUFFOLK COUNTY EXPIRES AUGUST 2 , 202, Postal ' e o CERTIFIED RECEIPT IOnly'. o ■ i e - 0 I• - e u7 Ln rn Certified Mail Fee �(\'1()``� rnCertified Mall Fee1:0 43 Extra Services&Fees(check box,add fee as appropriate) _Z) ��/t Extra Services&Fees(check box,add fee as appropriate) [Ir1` Return Receipt(hardcopy) $ C) ElReturn Receipt(hardcopy) $ J ; C3 ❑Return Receipt(electronic) $ (�Po S�n G Q ❑Return Receipt(electronic) r, $ Po e Q ❑Certified Mail Restricted Delivery $ DE" Hero Q ❑Certified Mail Restricted Delivery $ ®�C h0r0 Q [:]Adult Signature Required $ I Q []Adult Signature Required $ Adult Signature Restricted Delivery$ E]Adult Signature Restricted Delivery$ Q Postage7 CjO/ Q Postage ._7o7�c68v�" $ i- - — - - - -- — —•�A - • $ Q Total Pc Q Total POS( $ entToQ l Ernest Case&Nancy Marschean $ Marion&Clifford Case,Jr. nj Sent To c/o David Case Q -------• PO Box 285 Srr r•, Street a � 9201 Foster Street,Apt. 141A --"------yeetana "---"- I crit'sura Cutcho e NY 11935 ,4_ _ _ State, Overland Park,KS 66212 Postal Postal CERTIFIED j oRECEIPT o u1 DoMeStiC Mail Only Ln Domestic!Waitotily Er mommom� Ln ,gg � �a �l ^ Certified Mail Fee Certified Mad Fee V 1 4 Er $ Extra Services&Fees(checkbox,add fee as appropnatp,) Extra Services&Feas(chsokbox,add fee as appropdate)t ne�y Return Receipt(hardcopy) $ I D� t„� ❑Return Receipt(hardcopy) $ p_�„L\ r3 ❑Return Receipt(electronic) $ PoStm ❑Return Receipt(electronic) $ j G^ r - Q Certified Mail Restricted Delivery $ �' H Q ❑Certified Mall Restricted Delivery $ o6V Here Q \ , Q ❑AduRSignature Required $— � Q []Adult Signature Required $ 77 69- []Adult 4 L9 ❑Adult Signature Restricted Delivery$ m,_• ❑Adult Signature Restricted Delivery$ ", Q Postage Postage -- -- ---�96$'� .� $ - - -- - s 0 Total Pa I 'E03 Total' $ Q $ State of New York fQU sentsent To Town of Southold -_--_---_ A C3 Building One,Empire Plaza Q -Yieei 17- streer a' Albany,NY 12238 r` PO Box 1179 crit',-; Southold,NY 11971 � :rr r �r• L CERTIFIED MAIL@ RECEIPT Domestic Mail Only Ln rn Certified Mail Fee Extra Services&Fees(checkbax,add tee as appropriate) rq ❑Return Receipt(hardcopy) $ Q E]Return Receipt(electronic) $ O Postmark / Q El Caddied Mail Restricted Delivery $ Lo DEC "�rGULI Q ❑Adult Signature Required $ L G ❑Adult Signature Restricted Delivery$ Q Postage 4 C3 Total Por J - 7968- ��iJ' $ Q Sent To ru Deborah& Sydney Dufton III -- E3 ---- --------- Rueian 13555 New Suffolk Avenue city,stat Cutchogue,NY 11935 r 4t-c- SECTIONCOMPLETE THIS . . SENDER: COMPLETE THIS SECTION ■ Complete items 1,2,and 3. A Z;C� Agent ■ Print your name and address on the reverse X 0 Addressee so that we can return the card to you. Received by(Print d Name) C. Date of Delivery i ■ Attach this card to the back of the mailpiece, 1 a �( 'r I B. 2 or on the front if space permits. tom. 1. Article Addressed to: D. Is delivery address different from item 1? Fd Yes If YES,enter delivery address below: p No Nis apt�HP � AX bar,1, 1.)U 1 z2•o-1 � State of New York Building One,Empire Plaza 3. Service Type ❑Priority Mail Express@ ❑Adult Signature ❑Registered MailT'" Albany,NY 12238 ❑ It Signature Restricted Delivery ❑Registered Mail Restricted[I —hied Mail@ Delivery 1 ❑Certified Mail Restricted Delivery [3Signature ConfirmatlonT" ❑Collect on Delivery ❑Signature Confirmation ArFi^io Ni imnar_rlrancfar_frnm carvirR laahall D Collect on Delivery Restricted Delivery Restricted Delivery 7`0 2''p+ 0 6 4 010001,1983'11 1+'5 9 5 a Restricted Delivery l Domestic Return Receipt PS Form 3811,July 2020 PSN 7530-02-000-9053 V COMPLETE •N COMPLETE THIS SECTIONON J ■ Complete items 1,2,and 3. A Signature l i ■ Print your name and address on the reverse X Agent so that we can return the card to you. CO�'� [3 Addressee ■ Attach this card to the back of the mailpiece, B.,Received by(Printed Name) C. Date of Delivery or on the front if space permits. oa l 1. Article Addressed to: D. Is delivery address different from item 1? ❑ es If YES,enter delivery address below: ❑No 1 � 4 Deborah& Sydney Dufton III 13555 New Suffolk Avenue 3. Service Type ❑Priority Mail Express@ ❑Adult Signature ❑Registered Ma lTM Cutchogue,NY 11935 ❑Adult Signature ResMcted Delivery ❑Registered Mail Restricted ertifled Mail@ Delivery ❑Certified Mail Restricted Delivery ❑Signature ConfirinationTM ❑Collect on Delivery ❑Signature Confirmation r Delivery Restricted Delivery Restricted Delivery 4 ` 7020 0642 0001 9831 4564 "'�II Restricted Delivery l , 1 i ; l Ii PS Form 3811,July 2020 PSN 7530-02-000-9053 — ' _ Domestic Return Receipt J r , i COMPLETESENDER: COMPLETE THIS SECTION ■ Complete items 1,2,and 3. A Signature ❑Agent ■ Print your name and address on the reverse X ❑Addressee So that we can return the card to you. B. Received by(Priv ed Nam C. Date of Delivery ■ Attach this card to the back of the mailpiece, or on the front if space permits. ' 1. Article Addressed to: D. Is delivery addre item 1? 13 Yes If YES,enterkE 'ad;re e�low: ❑NopA i Town of Southold i PO Box 1179 3. Service Type El Priority Mail expresso ❑Adult Signature ❑Registered MailTM Southold,NY 1 1971 ❑Adult Signature Restricted Delivery ❑Registered Mail Restricted rified Mail® Delivery ocrtified Mail Restricted Delivery ❑Signature ConfirmationTM llect on Delivery ❑Signature Confirmllect on Delivery Restricted Delivery Restricted Delivery —— —- fiul _ 7 0 2 0 6.4 0: 0 0 01'. 9831'. 4 5 5 7_ _'fall Resf ict4a oaruer , omesti"c Return-Rdbeipt I' PS Form 3811,July 2020 PSN 7530-02-000-9053 . . COMPLETE SENDER 0 A. Signature 111111 Complete items 1,2,and 3. l ■ Print our name and address on the reverse X 1,-/�/JJ Agent i y q ❑Addressee��UU"" ? J so that we can return the card to you. 1. ■ Attach,this card to the back of the mailpiece, B. Received by(Printed Name) C. Date of Delivery I or on the front if space permits. 1. Article Addressed to: D. Is delivery address different from item 1? ❑Yes If YES,enter delivery address below: ❑.No I I Ernest Case&Nancy Marschean PO_BOX 285 3. Service Type ❑Pnonry Mail Express® FCutchovgue,NY 11935 ❑Adult Signature ❑Registered Mai1TM ❑Adult Signature Restricted Delivery [I Registered Mal Restricted rtified Mailo Delivery 13 certified Mail Restricted Deliviiry,' ❑Signature Confirtnation*M ❑Collect on Delivery 3 ❑Signature Confirmation 2 ___ —'lelivery Restricted'Delivery Restricted Delivery 2F--- 7020 06,40 .0001 9831. 4571 —` Restricted Delrogry- -r Domestic Return Receipt PS Form 3811,July 2020 PSN 7530-02-000-9053 ry, NOTICE OF HEARING NOTICE IS HEREBY GIVEN that a Public Hearing concerning this property will be held by the Southold Town Board of Trustees both in-person and via the online Zoom platform. OWNER(S) OF RECORD: 13350 NEW SUFFOLK, LLC SUBJECT OF PUBLIC HEARING: For an Amendment to Wetland Permit #9712 to re-grade with approximately 344 cubic yards (in lieu of 116 Cubic yards) of clean sandy fill to be trucked in from an approved upland source, resulting in an approximately two (2) foot higher revegetated grade over approved I/A sanitary system (to be equipped with a FujiClean OWTS in place of Hydro-Action OWTS); relocate pervious gravel driveway/parking area from north to east side of property, resulting in an additional 2,677sq.ft. of site disturbance and revegetation of±305sq.ft. (in lieu of±618sq.ft.) portion of temporarily cleared area on east side of property; replace four (4) cedar trees with same caliper cedars to east of relocated driveway; revegetate with native plantings an additional ±3,253sq.ft area of clearing to northwest of dwelling and ±1,313sq.ft. area of temporary clearing south of pool patio (previously proposed to be permanently cleared), thus reducing area of new permanent clearing from 6,191sq.ft. to 5,622sq.ft.; construct 2,379sq.ft. (in lieu of 2,355sq.ft.) raised masonry patio/steps; construct 815sq.ft. (in lieu of 580sq.ft.) on-grade paver courtyard; and install 56sq.ft. generator platform' ''with 3.5'x11' stairs. Located: 13350 New Suffolk Avenue, Cutchogue. SCTM# 1000-116-6-20.2 TIME &DATE OF PUBLIC HEARING: Wednesday, December 15, 2021 — at or about 5:30P.M. — Either"in Person or via Zoom. To access the Zoom meeting please see the meeting agenda located in the Trustees section of the Town website. If you have an interest in this project, you are invited to view the Town-file(s) through the Southold Town website. To view the application files please visit: https://www.southoldtownny.gov At the bottom of the picture on the main screen click on the second button from the right "Town Records, Weblink/Laserfiche"; go to bottom of page and click on "pg. 2"; click on "Trustees" folder; click on "Applications"; click on "Pending"; all files are listed by name in alphabetical order. Click on the name of the application to view the file. BOARD OF TRUSTEES *TOWN OF SOUTHOLD * (631) 765-1892 Town of Southold 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 significant beneficial and adverse effects upon the coastal area (which includes all of Southold Town). If any question in Section C on this form is answered "yes" or "no", then the proposed action will affect the achievement of the LWRP policy standards and conditions contained in the consistency review law. Thus, each answer must be explained in detail, listing both supporting and non- supporting facts. If an action cannot be certified as consistent with the LWRP policy standards and conditions, it shall not be undertaken. A copy of the LWRP is available in the following places: online at the Town of Southold's website (southoldtown.northfork.net), the Board of Trustees Office, the Planning Department, all local libraries and the Town Clerk's office. B. DESCRIPTION OF SITE AND PROPOSED ACTION SCTM# 116 - 6 - 20.2 PROJECT NAME 13350 New Suffolk,LLC The Application has been submitted to (check appropriate response): Town Board ❑ Planning Board❑ Building Dept. ❑ Board of Trustees 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: Amend Wetlands Permit No.9712 to authorize the following changes to the approved site plan:re-grade with approximately 344 cubic yards(instead of 116 cubic yards)of clean sandy fill to be trucked in from an approved upland source,resulting in approximately 2-foot higher revegetated grade over approved UA sanitary system(to be equipped with a FujiClean OWTS in place of Hydro-Action OWTS); relocate pervious gravel driveway/parking area from north to east side of property,resulting in additional 2,677 sf of site disturbance and revegetation of+/-305 sf(instead of+/-618 sf)portion of temporarily cleared area on east side of property;replace(4)cedar trees with same-caliper cedars to east of relocated driveway;revegetate with native plantings an additional+/-3,253 sf area of clearing to northwest of dwelling and+/-1,313 sf area of temporary clearing south of pool patio(previously proposed to be permanently cleared), thus reducing area of new permanent clearing from 6,191 to 5,622 sf;construct 2,379 sf(instead of 2,355 sf)raised masonry patio/steps; construct 815 sf(instead of 580 sf)on-grade paver courtyard; and install 56 sf generator platform with IT x 11'stairs,all as depicted on the site plan prepared by Jeffrey T.Butler,P.E.,P.C.,last dated October 18,2021. Location of action: 13350 New Suffolk Avenue,Cutchogue Site acreage: 89,795 sf Present land use: Residential,single family dwelling Present zoning classification: R-40 2. If an application for the proposed action has been filed with the Town of Southold agency, the following information shall be provided: (a) Name of applicant: 13350 New Suffolk,LLC (b) Mailing address: c/o Greg Eicher,Manager 10490 SW Eastridge Street, Suite 110E,Portland,OR 97225 (c) Telephone number: Area Code 516-650-3957 i (d) Application number, if any: Will the action be directly undertaken, require funding, or approval by a state or federal agency? Yes ® No ❑ If yes, which state or federal agency? NYSDEC(Tidal Wetlands) 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 ® 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 r Attach additional sheets if necessary Policy 3. Enhance visual quality and protect scenic resources throughout the Town of Southold. See LWRP Section III - Policies Pages 6 through 7 for evaluation criteria ❑Yes ❑ No ® Not Applicable Attach additional sheets if necessary NATURAL COAST POLICIES Policy 4. Minimize loss of life, structures, and natural resources from flooding and erosion. See LWRP Section III- Policies Pages 8 through 16 for evaluation criteria ®Yes ❑ No ❑ Not Applicable The new dwelling will be constructed in accordance with all current FEMA construction standards,with a first floor elevation one foot higher than the existing,making the new structure safer and better protected from potential flood damage. The scope of work proposed permit modification application does not affect this condition. 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 As attested on the LWRP Consistency Assessment Form submitted with the application for Wetlands Permit 9712,the proposed project,which seeks to replace an existing dwelling and deck with a new,modernized,energy-efficient dwelling with a raised terrace and swimming pool,will have a net beneficial impact on the surrounding shoreline and tidal wetland ecosystems,including potential improvements to groundwater and surface water quality,as a result of the below described design features and mitigation measures The revised scope of work that is the subject of the application for permit amendment further enhances those benefits without creating new or different site impacts,as the approved dwelling footprint and related wetland setbacks remain unchanged,the design modification to the approved septic system is intended to ensure that the leaching field maintains a vertical separation of 2 feet above groundwater based on field conditions,as required by the Suffolk County Dept of Health Services,and any potential impacts associated with the increased site disturbance related to the driveway relocation,installation of the generator platform,or minor increases to the area of the approved patio and paver courtyard are substantially mitigated by the proposed 4,253 sf increase to cleared areas to be revegetated with native plantings and the resultant 569 sf net reduction to proposed new permanent clearing 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 ' 1 l I As attested on the LWRP Consistency Assessment Form submitted with the application for Wetlands Permit 9712,the proposed project,which seeks to replace an existing dwelling and deck with a new,modernized, energy-efficient dwelling vnth a raised terrace and swimming pool,will have a net beneficial impact on the surrounding shoreline and tidal wetland ecosystems,including potential improvements to groundwater and surface water quality,as a result of the below described design features and mitigation measures The revised scope of work that is the subject of the application for permit amendment further enhances those benefits without creating new or different site impacts,as the approved dwelling footprint and related wetland setbacks remain unchanged,the design modification to the approved septic system is intended to ensure that the leaching field maintains a vertical separation of 2 feet above groundwater based on field conditions,as required by the Suffolk County Dept of Health Services,and any potential impacts associated with the increased site disturbance related to the driveway relocation,installation of the generator platform,or minor increases to the area of the approved patio and paver courtyard are substantially mitigated by the proposed 4,253 sf increase in cleared areas to be revegetated with native plantings and the resultant 569 sf net reduction in proposed new permanent clearing Attach additional sheets if necessary Policy 7. Protect and improve air quality in the Town of Southold. See LWRP Section III - Policies Pages 32 through 34 for evaluation criteria. ❑ Yes [—] No® Not Applicable 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 I 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. 1-1 Yes FINo® Not Applicable Attach additional sheets if necessary WORKING COAST POLICIES Poficy 10. Protect Southow s water-dependent uses and promote siting of new water-dependent uses in suitable locations. See LWRP Section III - Policies; Pages 47 through 56 for evaluation criteria. ❑ Yes ❑ No ® Not Applicable Attach additional sheets if necessary Policy It. Promote sustainable use of living marine resources in Long Island Sound, the Peconic Estuary and Town waters. See LWRP Section III - Policies; Pages 57 through 62 for evaluation criteria. ❑ Yes ❑ No ® Not Applicable Attach additional sheets if necessary Policy 12. Protect agricultural lands in the Town of Southold. See LWRP Section III — Policies; Pages 62 through 65 for evaluation criteria. ❑ Yes ❑ No ® Not Applicable 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 PREPARED BY TITLECoastal Management Specialist DATE November 4,2021_ Robert E."V ann Amended on 811105 EN-CONSULTANTS November 2, 2021 Glenn Goldsmith, Chairman Board of Trustees E C E 8 U E D Town of Southold P.O. Box 1179 Southold,NY 11971 NOY 5 2021 Re: 13350 New Suffolk LLC, Wetlands Permit 9712 Southold Town of Tnast�es Dear Mr. Goldsmith: Board The above referenced wetlands permit, which was issued in September 2020, authorized the demolition of an existing dwelling and construction of a new dwelling with attached garage, swimming pool, raised pool patio, and I/A sanitary system. Due to a handful of changes to the approved site design, however, we are submitting the attached application to amend the permit in accordance with the enclosed site plan prepared by Jeffrey T. Butler, P.E., P.C., last dated October 18, 2021. Specifically, the approved footprint of the approved dwelling structure (now under construction) has not changed, but a change in the dwelling's interior design has relocated the attached garage from the north side to the east side of the dwelling footprint, thus necessitating a change in the location and configuration of the approved driveway/parking area. Unrelated to this design change is the need to raise the sandy, revegetated grade over the proposed sanitary system approximately 2 feet higher, which was required by the Suffolk County Department of Health Services as a result of groundwater being encountered two feet higher than expected. Additional changes to the site plan include an expanded paver courtyard and installation of a generator platform on the north side of the house; the in-fill of an irregular, 24 sf space in the raised pool patio; and a 4,252 sf increase in the area of clearing to be revegetated with native plantings, thus resulting in a 569 sf net reduction in the proposed area of new permanent clearing. These changes are described further below and referenced in the attached application for permit modification. 1) As a result of the need for the approximately 2-foot higher grade over the I/A sanitary system, the proposed volume of clean sand fill to be revegetated increases from 116 to 344 cubic yards. (The approved 6,626 sf area of grading over the sanitary system remains unchanged). 2) The previously proposed OWTS associated with the approved I/A sanitary system, a Hydro-Action AN1100, is replaced with a FujiClean CEN10, which better enables the system to maintain a vertical 2-foot separation distance above groundwater. 1319 North Sea Road I Southampton,New York 11968 1 p 631.283.6360 1 f 631.283.6136 www.enconsultants.com environmental consulting 3) As a result of the relocated pervious gravel driveway/parking area, the total area of site disturbance increases by 2,677 sf; and the area of clearing on the east side of the property to be revegetated with native plantings decreases from 618 to 305 square feet. To mitigate the above noted increased disturbance area and decreased revegetation area on the east side of the dwelling, an additional 3,253 sf area of revegetation is proposed to the northwest of the dwelling (north of and additional to the 6,626 sf area of sanitary system grading/revegetation); and an additional 1,313 sf area of clearing on the bayside of the pool patio, which was to be permanent, will instead be revegetated with native plantings. As a result, the total revegetation area increases by 4,253 square feet (from 7,244 to 11,497 square feet); and the area of proposed new permanent clearing decreases by 569 sf(from 6,191 sf to 5,622 sf). And locations for the (4) same-caliper cedars to replace the existing cedars east of the relocated driveway are now identified on the site plan. 4) As a result of the in-fill of an irregular, 24 sf space in the approved raised patio, the area of the patio increases from 2,355 to 2,379 square feet. 5) The area of the paver courtyard on the north side of the house is increased by 235 square feet, from 580 to 815 square feet. 6) A 56 sf generator platform with 3.5' x 11' stairs is proposed north of the dwelling, in approximately the same location as the previously existing generator (see Wetlands Permit No. 5641). Should you have any questions or require additional information in support of our application for an amended permit,please let me know, and I thank you for your attention to our request. Respe t,ully yours, Robert . Herrmann Coastal Management Specialist Enclosures 1319 North Sea Road I Southampton,New York 11968 631.283.6360 1 f 631.283.6136 www.enconsultants.com environmental consulting EN-CONSULTANTS AMENDMENT REQUEST November 4, 2021 Town of Southold Board of Trustees Post Office Box 1179 Southold, New York 11971 Re: Permit#9712 13350 New Suffolk Avenue, Cutchogue SCTM#1000- 11119— � > Dear Board of Trustees: Please accept this letter as a request to amend the above referenced permit as described in the enclosed Letter of Request for Amendment. Enclosed for review are correspondence explaining the modification request, four(4) copies of the application for Letter of Request for Amendment, SEAF, LWRP, engineering plan prepared by-Jeffrey T. Butler, P.E., P.C., last dOdb4ft 1F 129 a k for the amendment fee of$100. leo VV Si�Zerrmann NOV 5 2 20_1Roerd cel -, {:-"�sRo Coastal Management Specialist /khs Enc. 1319 North Sea Road I Southampton,New York 11968 p 631283.6360 1 f 631.283.6136 www.enconsultants com- environmental consulting DITIONA.L INFO: BOTH REQUIRED AND EXPANSION 65F MODULES WILL BE PROVIDED UPON •REMOTE FUJI GNTRL CAM AND BLOWER TO BE PROPOSED INNOVATIVE AND ALTERNATIVE FOR AD �" PROPOSED I/A ON-SITE SANITARY SYSTEM INITIAL INSTALLATION OF SAN. SY5. MOUNTED 35 ABV GRD OR ABOVE BFE WHICHEVER , , ON-SITE WASTEWATER TRE SEE ARCHITECTURAL DRAWIN65 FOR NOTE: EXPANSION MODULES SHALL BE ISOLATED FROM REQUIRED MODULES 15 HIGHER(SEE H FRAME DTI THIS DWG) AEROBIC TREATMENT PLANT: TREATMENT SITE PLAN `, ,`�, :;#;•, ';��''' �;`' . ;''y��;hnE'` ; .. w ::.>;.�;•;<• �:,�v�;�..:= u, " •CONTROL PANEL AND REMOTE AIR COMPRESSOR USE FUJI ENHANCED TREATMENT UNIT SITUATE AT: ZONING DISTRICT: _•.. f o PROPOSED PRIVATE RES=IDENCE BY WAY of 150LATION VALVES (TYP OF b) rte-=T' LOCATION FOR OWTS 15 APPROXIMATE. VERIFY •• MODEL NO.GENIO,6RAVIlY SYSTEM 13350 NEW SUFFOLK AVENUE GUTGHO6UE NY k t f _ . 4 , N o C4 � BY BARNES GOY ARCHITECTS INSTALL (I) ONE ISOLATION VALVE IN EACH PROPOSED LATERAL. LOCATE -J T-`T- - FLOOD ZONE: AEb _' �-- _` WITH OWNER PRIOR TO INSTALLATION .. UNIT INCLUDES: OPS(OP/GNTRL GENTEW W ALARM BEACON ` ." �Tur:.z :`';.ti`,; ;;; ' �y CO, s� VALVE BETWEEN 'REQUIRED 65F MODULES' AND 'EXPANSION 65F MODULES' •PROVIDE CONVENIENCE GFI RECEPT NEARBY TOWN OF COUNTY, N &' o BASE FLOOD ELEV: b.0 1 L-_1- JJ AUDIBLE HORN ALARM(LOCATED REMOTELY,AS SHOWN SUFFOLK COUNTY NEW YORK _ OWNER: "x. a> , < x , T IN ORDER TO PREVENT FLOW TO 'EXPANSION 65F MODULES'. - -1_-J TEST CONTROL PNL(3.5'ABV FIN.GRD MINS PROVIDE 20 PROVIDE: r' r r HOLE AMP SERVICE FROM MAIN ELECTRICAL PANEL IN SGTM NO.: 1000-IIb-b-20.002 13350 NEW SUFFOLK LLC •• ALL CONNECTIONS REQUIRED BY MAN:IFAGTURER DWELLING.(5EE DTL,DWG 5194) S •• REINF.P.G.ANTI-FLOATATON SLAB TO COUNTERACT�IOYANGY DATUM: NAVD88 • SITE DATA: � v �+;y r E U •• GFI CONVENIENCE RECEPTACLE NEARBY CONTROL PANEL• MAINTAIN REQUIRED SEPARATION D15TANGES DWG SP2 ,PROPPOOL TOTAL LOT AREA: 841455Q.FT. O SEE CALCULATION AND DETAILS ON DW5 519 w t, r BUOYANCY ANCHORING: 3 �. EQUIP. WETLAND AREA: 24,120 SQ.FT. f Y #,�« , j • PRO SLAB,STRAPS AND ANCHORS SLAB ABSORPTION FIELD AND PIPING: UPLAND AREA: bO,blS SQ.FT. t) _ ;I.i _ Z z ? i AS SH"IN FUJI GLEAN ETU CENIO- Z O �L ELJEN 65F 6EOTEXTILE SAND FILTER SYSTEM MYSDEG ADJACENT AREA/TOWN BUILDABLE LAND = LOT AREA-WETLANDS) • -' .. -' $ ,/ ;;..;"a:.'° f ' COUNTERACTING BUOYANCY , • ••2 STAGE BIO MAT W/4"0 PERFORATED PIPE Sb?p INSTALLATION DETAIL'ON 0140 SP2 J3 31 '10',15 SEE CALCULATION,DwG 5P2 LIQ Bpf,K ,_ ' �P HUSED b L 4'LG MODULES= 24 LIN FT EA (4 REQ'D 2 EXP MODS) LOT COVERAGE: EXISTING(TO BE REMOVED): PROP05ED (DEGAA). PROP. (T.O. 5mthou): 4` , , 97' In (�• DWELLIN6 3,420 SQ.FT. (5.64%) 3,281 50-FT. (5.42%) 3,281 SQ.FT. (5.42%) I�ETLAI d710O r /1. = TY / •• 6SF 142 LIN FT s� 2 5 I I DWLC7 .. INSTALL IN 25'LONG TRENCHES ENTRY COURTYARD N.A. 815 50.FT. (1.34%) N.A. °s Exlsr. U 111 yG W/ATTACHED GARAGE •. 150LATED REQUIRED FROM EXPAN51ON MOOU_E5 RA15ED ENTRY PATIO 45TEP5 N.A. 340 50.FT. (0.56 144 5Q.FT. (0.24%) 23 NYT dT #- 5 "11 ,, ; �� - =��:��` 10' MIN .. s •.� . PROPOSED ' �C�X ; ,,� 20 AMP SERV FROM ALL LATERALS MUST BE INSTALLED 6 SAME SHED 60 SQ.FT. (O.OI%) N.A. N.A. t , ' ) (S 65F MI6 AIR LINE MAINTAIN SEPARATION DISTANCES,DWG 5193 DECK 1,885 SOFT. (3.11%) N.A. N.A. 9" , - ` ISOLATION VLY: ► h :, A A MAIN PANEL IN SEE GALGl1LATION AND DETAILS ON Dl SP3 MASONRY TERRACE STEPS N.A. 2,374 SQ.FT. (3.92%) 2,379 SQ.FT. 03.9290) r SITE LOCATION ►�+ /� Q Q �-c 65F _ •LOCATE AS SHOWN •'t7 �\ 1`-•YF ',rn; � �/" ,� ?, �-E E -E � - •TVP,8 LATERALS 'OTT, \ 11�', / % �% U/6 2 ELEC J, h ,�-, GOMPONENTS AND PIPING: SWIMMING POOL N.A. b3q 50.FT. 0.05%) 631 SQ.FT. (1.05%) r 111 11 N'1 I= t 't PRpI'Oc '. 2V POLYLOK RHINO 015TRIBUTION POOL(OP) LOT COVERAGE: 5,365 5Q.FT. (8.84%) 1,460 SOFT. (12 29%) 6,444 SQ.FT. (10.63%) o o St j II 1, 3 5, �� J RAISED MASONRY USE END GAP LEVELING DEVICES T S p N c� O UIQ i +I II 1, MIN \Q1 5 MIN rERR�gGE' .' MAINTAIN SEPARATION D15TANGE5,DW5 5P2 AND 5P3 O N N O O o �� 1 11 I,` �vU+ �,� � �o :.:.y�: CN SEE DETAIL ON DWG SP3 SUBJECT PROPERTY GURRENTLY: LOCATION N �p L 4.SAN PIPE-W/.G.O..' y NO UNDER6ROUND STORAGE TANKS EXIST MAP: PROVIDE AN ESTIMATED 1344 GU.YDS. OF O 7d QP ETU N '• •AUTO=VETTE(AIR�VENT TIED PIPING: 4'SDR 35 TRANSPORT PIPE(TYPIGAL U.0.1U NOT TO SCALE COMPATIBLE GLEAN SANDY FILL W/51MILAR `� ENHANCED INTO NoIE vENT STACK) STORM DRAINAGE SYSTEM: GRAIN 51ZE (OBTAINED FROM AN APPROVED TREATMENT UNIT " ' ,� 4'SDR 35 DISTRIBUTION PIPE(OVER 65F ONLY)PERFORATED, NO STORM DRAINAGE STRUCTURES EXI5T ON THIS SITE. ALL PROPOSED DRAINAGE COMPONENTS WILL MAINTAIN A 20' WIY�m HOLES AT 8 AND 4 OGLOGK pNSTALL LEVEL) ELEVATIONS AT GRADE SHOWN IN THE PROP05ED UPLAND SITE) FOR THE PURPOSE ATTAINING THE 3�, + , SEPARATION FROM ALL PIROPUSED SANITARY STIRUGTlJRES AND/OR ABSORP710N FIELD I, 1 p 1`. IO'MIN PROP05ED ° _ j rl ��' (TERRACE) RAISED POOL 2 PVC VENT THRU ROOF OF BUILDING NOTE- n' + ', I jl 1 `+ EXTEND A MIN.OF 6' ABV THE ROOF LINE AND HAVE A MIN.HORIZONTAL • THESE PLANS ARE DE516WD TO COMPLY W/SLA.H•5. STANDARDS FOR APPROVAL OF PLANS AND CONSTR.FOR SITE PLAN AND SANITARY RISER DIAGRAM. EXIST. POST 2 �% 1, f? 1 11 11 1. . now or formerly NYT #36 FOUND 4'W' --111 I �1 1' F 20 MIN SEPARATION OF 12 TO THE SLOPED PORTION OF tHE ROOF(PER BLDG CODE). SEWAGE DISP05AL SYS FOR OTHER THAN 51N6LE-FAMILY RE5IDENGES -DATED 12-24-2011. PIGN iL�` U�'= (POOLI �^^^- •OWNERS/INSTALLERS ARE TO FAMILIARIZE THEMSELVES KT14 SECTION XVI.1 -GENERAL REQ'MNTS XVI.2- I/A OWTS \ PROPOSED AREA OF D15TURBANGE: ormerly Marian Gase) (RE I � David Tear case NOTE- MINIMUM DESIGN REQ'MNTS AND SECTION XVI.6-ELECTRICAL REQNNTS. THE AFORE MENTIONED SECTIONS OUTLINE Revocable Trutit 5'M11N TMP t+`4'V1'1 11 1 �I I'I` `� I INSTALL AN ISOLATION VALVE IN ALL PROP05ED LATERALS. LOCATE VALVE MAINTENANCE d CARE OF INNOVATIVE ALTERNATIVE ON-51TE WASTE WATER TREATMENT 5Y5.REQUIRED BY 5L.D.H.S. t28p81 sq.ft (0.6447 ad BETWEEN 'REQUIRED 65F MOOUlFS'AND 'EXPANSION E{�F MODULES'IN ORDER UNIMPROVED, VACANT 1� �; ,T 11-,` 1 !1_,1` TO PREVENT FLOW TO 'EXPANSION 66F MODULES. O - �j, APPROXIMATELY 5,622 5F OF EXI5TIN6 NO WATER SERVICE OR WELL \', 11 t 11 ,, \' 11 j ' 11 i C/ j0 .� VEGETATION TO BE DISTURBED/REMOVED SITE PLAN BASED ON OR161NAL PROPOSED DISTURBED AREA TO BE REVEGETATED: �, �r V �O FOR DEMOLITION OF EXISTING SURVEY BY- G`ID LINE OF WETLAND 100'5ETBACK ZONING LIMIT LINE f HOUSE/GONSTRUGTION OF PROPOSED HATCHED AREA APPROXIMATELY 13,253 SQFT.AREA TO BE TEMPORARILY \ STRUCTURES FOX LAND SURVEYING \ ,o CLEARED/DISTURBED FOR GONSTRUGTION INSTALLATION AND GRADING DAVID H. FOX, L.S. P.G. i PURPOSES 5UB5EQUBJTLY RESTORED WITH NATIVE VEGETATION ��� ENLARGED SANITARY PLAN (SEE TABLE ON DW5 SP3 FOR PLANTIN6 SPEGS) J/) of If 1'C�'K Clr( WEST IHEAMPTON BEACH, NY 11418 ' ��' PROPOSED E EVATED `�!' LANDWARD LIMIT OF TIDAL WETLANDS ` f V Not l•GN�171/�Nn \ tr rr dPARtLY WETLAND5 AS FLA66ED BY I i PHONE: b31-288-0022 15 15 0 15 30 + � + ENERATOR PLATFORM: yq SURVEYED: 05-I9-2018, \0 GRAPHIC SCALE I" = 15'-0" +GtEARER AN f E�T6R+FD W� EN-GON5ULTANT5 ON APRIL 08,2019 �r Sr LAST uPD: 10-oa-Rola 15X15\ NATIVE VE+GETATIOt�AREA IN APPROXIMATE LOCATION OF PREVIOUSLY �� 800-212-448018111i P. X35 . ` PERMITTED GENERATOR,PLATFORM ELEv.e SA UTILIZE EXI5TIN6 TAP,RUN / �"� \ 0^c PLATFORM FTPRINr=56 SaFT. fir, www.dignetnycli.com or www.call811.com - PROP05ED 1" SERVICE WATER (for other states) j ��� Ir. .111, -- WD 5TAJP,35'W X IIL6 15' WIDE EX. SURVEYORS NOTES: \ II, = r, LINE,SEE INSTALL DTL,DWG SP2 _ wM0 0 U By law,excavators and contractors working in the REFERENCED DEED L. 11182 P. 340 t C,9 - �- 'C __ al I, RIGHT OF WAY r \ -�,��.y�/� five boroughs of New York City and Nassau and L. I Ib44 P. 8b1 Suffolk Counties on Lon Island must contact `� � �_ � EXISTING .� Long ELEVATIONS REFERENCED TO ter•. GRAVEL ROAPHAY m DigNet,1-800-272-4480 or 811,at least 48 hours (� t t, ,y, -but no more than 10 workingda,s(excluding \ V 15 W S / 3°3 1 40 E 7°_ EX15TING WATER MAIN - �, TO REMAIN NCD weekends and legal holidays)prior to beginning N A.V D. (1988) \ O u± WM W M WM Fc s U 00 any mechanized digging or excavation work to FLOOD ZONE BOUNDARIES SHOWN �� R'O'W' $9.95----- - S 3g �' s ti ensure underground lines are marked.Excavators HEREON FROM � 33R•85 � Z_ $7°.2 93' ;o �. �' - - - S-i3°31'40"E 400"F o 513°24'10"E cy� -� 5-73-24'10"E do / . EXIST C) � r- and contractors can also submit locate requests 4ti - a E 15 ' FIRM PANEL No. 3610360501 H, Q s ` , online,through ITIC.If you do not current) use rtti / r ' 50.01 ,�/ ITIC, leasecall1-8 0-524-7603 for more LAST DATE: 05-25-2006 ° EXISTI}l6 6PAYEL -� 8�a5 > _ ry cn , ---! CIL.#33A + ` 80.00 s � o ; ��--- ' - U.f."33 (� rF Q information. r t, ROADWAY To REPIAIN --- -1 + - - P �, , '� Z O �� � 1 � , r~V 4 � EX15T.6f?AVEL � 5-75024'10"E � � ELEV'D EL.- PROP.E.O.GLRG + �� RDbJAY TO REMAIN '� _ 43.85 EX.WM 4K- _ 150.EX.STONE RGWAY d - TRIB. I pROPOSEU �+ w d -+ �• MT LOIS LANE - N PROP-05ED F"� tDLU X For safety reasons,homeowners are strongly �i�y POOL DRAINAGE SYSTEM p`n '' - Oo + ED'6R�" �` `�•. r'' ' EROSION CONTROL MEASURE Foostool X z ILL_ encouraged to call as well when planning any type EX.UTI . \ +" -. r^�.;`""�•: rn Z Q of digging on their property.Homeowners can N WETLANDS I - IOV x V L.D.POOL �' �' z 5' OLE ' p� '` - PLaDP. ?b I?CIS o ro INSTALL STABILIZED CONSTRUCTION contact us directly at 1-800-272-4480 or by calling �r' EXI5T. BAGKWA5H LEACHING O J E cx ► ENTRANCE. SEE DETAIL DW5 5P3 00 CD 811,the national call before you dig number.For LIL 34 �O *'+ + MIN \ + X4.30' ' s ' < 111 N " POOL(PBLP).515E DW5 -+ ,� 7 r - + 3y• 00 excavation work completed on personal property,it '<J► 5194 FOR INFO. r PROP.U/6_ _"_I q 7EfXI,!�TIrN0'r, E I RE}A T� E+ W CL = 00 s the contractors responsibility-NOT the rf A y�p LP. TANK , -�' I PROPOSED �'� TOG + + + n/ . w homeowner's-to contact DigNet.Having utility lines �y �-� �r -1 - \ 1 + _t PERVIOUS ®45' a. + O b +NN�T+�V+E&E A+qN IK O 00 marked prior to digging is free of charge. •� fiL POOL EQUIPMENT + �PROVI MMON @ tD 6RAy� P 99 g g I' 6 ON 4 THK PG.EQUIP.PAW, , J/ ` O MOTORC,0LRT O'1:FI/GB + EXISTIKs CLEARED AREA 111 = N LANDWARD LIMIT OF TIDAL PART OF TRIBUTARY II SEE PTL,DW6 5P3 �' + 5EE DTL,DW6 5P3 0 �_' TO BE REVEGETATED: _ � C) v' HATCHED AREA APPROXIMATELY 1305 SQ.FT.AREA TO � �, ., 13t�lDRIVEWAY \ m WETLANDS A5 FLA66ED BY / + + + + a PROPOSED PRECAST/GULTE + t + 5. + ; W _ - - - - - - - T • (5EE TABLE ON U-6 5F3 FOR PLANTING SPECS) In EN-CONSULTANTS ON APRIL O8, 2019 ���" _ i/ + + r - -,- + I - - }- - - - - w c�,�,� STORM DRAINAGE SYSTEM - 5T Q ter/ ;;/ 1 + + + !o al ED.6RVL PROPOSED �� w -' I, Ex T Fps , 144 SF RAISE MASONRY - - r, (T)GULTEG 180HD CHAMBERS + + + + + + + cD t WIC STORAGE VOL PROVIDED: 410 Gl1.FT. i FT T / + + + �- + + + + + + ! ENTRY PATIO BENEATH � PROP05ED REPLACEMENT LOCATION FOR F•-�I �►_� Ir, 2 EX STONE o� SEE DETAILS d REQ'MNTS,THIS DWG + + +- + + r + + + 2nd STY OVRFING sa EXISTING CEDAR TREES ALONG DRIVEWAY r� �p _ - - WM ROADWAY FLi9 SEE ARCH FOR COIN. LOG TO + + + + - IO'MIN W/14k14'STEPS \ (SAME CALIPER)WITHIN NOTED AREA O tri _ : ++ �- TO REMAIN ROOF DRNG OUTLETS - �'� EXISTING WATER MAIN LOIS LANE �°' `' F + + - tea' - - -{� - \ �\ ►--� o v_+ 1 + -T - 513°31'40"E SG.95' • •5$ °� LILT#33A IS' RIGHT OF WAY _ _ - • __ - • l i1 =; + p / 22.0 8.9' - D _ PROPOSED EROSION CONTROL MEA5URE LOIS LA. EX STONE ROADWAY TO REMAIN QD" � O - - -- 5-13°24'10"E EXIST. -so \ F INSTALL INLET PROTECTION ON ALL OPEN 38,93 E o� 40.00 513°24'10"E Ex. M 1 �. -"-i__ PROPOSED 250' / ,� E ER: U.P.X33 / �BI5 SF ON-6RADE , 58.1 GONERS SEE DTL ON 5193 Sl3°24'{OSE/rn EX STONE RD,ICY 50.01' 43.85' �r•Tq uf� + + + 4� N / �� b r / QTOGI v �„ PAVER GOURTI(ARD o,PROPOSED/ , 16 5' Z OF E EX.UTIL. � /- TO REMAIN --- now or forrrerl + + �E + 17 l� o, ,v I ( I I I I I I I NOTE TO CONTRACTOR, POLE O Ex.ELE,.= cuRe f-� • y r d 6 o N 2-STORY METER 7t] REMovED Erne5L Gaye,Ncncy PROPOSED i I ��,� e7 8 BEDROOMS DWELLING Gj12 NarSchea:&arbara 1 j ,o CONTRACTOR TO COORDINATE WITH ARCHITECT � EY T CRAWL SP.FND I FOR LOCATIONS OF ROOF DRAINAGE OUTLET71 W Martin t Paol Brem 150LATI ON VLV: < f45'oh 1 + a 1^U ATTACHED I I( I I I I I o r. IE1p 3,2815F. - - - I L J L J L J L J FOR GOf PEGTION TO PROP05ED U1LT1=G * t� � j SLRFACE WATH2 WTH R • LOCATE A5 SHOWN j �pGlilt�F T - - a 6ARA6E .�, a o DRAINA6E STRUCTURES(TYPICAU 1: e FFLPL. •CP -/ •• •ii' �_-=-� r + �` 2nd FLOVRHAf16 ABV co 0 ..... ¢ Ch 300 FIErOF FIRZFERrr • TYP,8 LATERALS - =r a / 12.0'ASL EFL EL ``! J'. 0 w / EX. BP.IGf YJK NPR NO Wf3L8 WMR 150 fEr l - 16.0 36.0 m = W - - OF fin ® - = \ 1, / , / 6.34'A5L x PART OF TRIBUTARY II 2 EDGE OF EX15TIN6 EDGE OF '` ' `' ,�,!. ��� '- MH + - = , ZONE AE(6) cc - _ STONE DRIVEL AY �, h '+ ' i�h�, by 15 1 PROPOSED I6.o' PROPOSED PRECAST /GULTEG �O Q 3 EXISTING EXISTING It1FROVtD-I�E5117BKE ZONE "' ` �� G EARIN6 26.5' TO BE REIJCPI'ED A GLEARIN6 < �h'iMH''"I'' + �� =�- N o� CROSSING CR 22 �� STORM DRAINAGE 5Y5TEM - EAST A L ,� ' I I'l1BLk;wast �n I ), PI�O�?0aE17'•'. 4" R� ) ' z3 U` 1 1, i�% ,y _ 14.3' I -3 x3 x3 GATGH BA61N W/FLUSH INLET S S I 4 , AE 6 0 \ Nu . y ,,�� - -, 9 SEE DWG SP 66A' RA15EO�"IASONRY , (IU CULTEG IMID CHAMBERS -USE TRAFFIC APPLICATION I I {/ STORAGE VOL PROVIDED: TEST N 111,1 'III ! A7/ y,' � '1 8I?RAGE :STS•• I ; 648 U).FT. JEFFREY T. BUTLER, P.E. a r _ _ O REQMNTS,THIS DWG m N EX.WD WALK q ' :(T�i 3_' G y� AREA:'•2;3�1a•SQ.FT: SEE DETAILS d HOLE P EX.AG I TO BE REMOVED �` d 111 I, 21 5 /' Tlx :� o WD v� I - - i © t �x 2r 1'F' �E3V P l� SEE ARCH FOR CONN.LOG TO ROOF DRN6 OUTLETS UfJITS TGR , ; MK HH+ �,`IJ HAX� Qtl t L G ft �i _ Q - 2.4' I �y PROPOSED POOL GATE % N O EX PROPANE bib, +. M - O �^^� o SHALL BE SELF-GLO51N6 AND C� °�8 3 eE RErKIovED• PROPOSED DISTURBED AREA II � ��+' Qb HAVE A SELF LATCHING DEVICE �p LEGEND: Z = CO 14.1' _ \1, 1 1-1 PROP.RAISED POOL + ✓ Z EX ouTDR TO BE REVEGETATED: �" y MIN �- 1 o I --r PROPOSED POOL ENGL 05U91 `"� PROPOSED SANITARY I/A SYS: FUJI GLEAN 2 STY FR.HOUSE 4 GARAGE O `l SHOWED 10 �.+ 1 p) ' � �,HHS +\��•�+ - AREA: 634 SOFT, G�EP + ��•" 6 .--I -1 1 I 4-1 _ TOP a 11.15'A5L. 5 OP r 1w- POOL FENCING AND GATES SHALL Q DOVER TO GRADE T `� I/A OWTS W/ O I� TO BE REMOVED 11.2' v HATCHED AREA APPROXIMATELY tbb26 SQFT. 6 H ',' 1 II t Ij 1'+rte+ x� �i 45b ' + PR "FSS BE REMOVED (FF=11.0) ENOL. AREA TO BE TEMPORARILY CLEARED/DISTURBED POST + EO + PROQ' ^� COMPLY WITH N.Y.S.RESIDENTIAL + -P -,12b 11 I,-, `��II I+ 1-� HAX o, BOT.8 6.25'A.5.L. + ..r N taO ANTI-FLOATATION O 1L 14.1' m_ PORCN FOR 5EPTIG SYSTEM INSTALLATION 5UB5EQUEITLY FOUND d II 1' �+ III 1+ 1 0 7 r + + + CODE,t65LF.-SECTION AGi05 Q SLAB TO _ TBP RESTORED WITH NATIVE V6C�ETATION )' HI 1''r �H' H , i�H+O a �y + } f GCUNTERAGT (v /^1 ( ) ` , 11 G� o + + ! + 1 t EXT' O 15q 2nd 5dY 2nd STY N SEE TAEILE ON DWG SP3 FOR PLANTING SPECS ` s _o R I� 4 rt �i, ' , 1 + ' BUOYANCY 6••.,, DECK TBP' / DECK TER 1+l OSE W z •.• '. t rt + - �,, � ,, 0� ,_ 1 ) w '. �'.' •'' 0 E.O.EX. , h ' , + , 1N ' -O SOP - T� rlO �o REO'D 65F GSF E'er ~ O _ + E.O.EX. � / , , � CLEAR M6 jJ +,, + �' - v"-.__ GLEARIN6 o rte== T= r-T=-� M-1 EDGE OF I JALK TO ' .^ ---------- ----- + + + � E+P { t: it } / 660TEXTILE SAND FILTER CLEARING RIGY �' GLEAR+E AN f�E T�R D W/ �.``^; < N ,�J � MH�� f� � r - - � GL4tG � � ,• �''"- t_---�-_�__�•__ ---�---J (Ef�F) � � O � •• (� IOOD DECK EXISTING TO REMOVED SEX.B F NA+INE G TATIO AR+ y ' J PRS Ep '�yq ISOLATION VLV IN 4'WIDE TRENCH ~ N BUNPO'ID •FLAG - - _ BE REh10VED J = _v ^� :POLE - - + » + it \ �^ " FEMA LINE ZONE EX. WD WALK BE 'EMOV I? TEST HOLE 2a_. + ._ . , - �-' W z L _6. ZONE I� nx _.:. .� �_ TEP - f �� j �. \E�,H1 FI / AE (g) PROPOSED STORMWATER SYSTEMI: v } Q '�`4 0 �1 > \ TQM CRARtLY ,.. raw or formerly O, \p ° I` MILLER ENVR�DDED DAL GROUP 1L�-� h %"-'6 + + + } + + * /� A,� CULTEG ISOHD CHAMBERS Z I David Terry Case _ �v . GtEARE AN I E TU D �1 r T-T-T 1 , Revocable Trust AE(8) v 538 EPWARD5 AVE,GALVERTON NY EO, ARIN6 + no I INCREASED STONE O .. � k ( ) ✓ �� �EXISTJ - S 6 � TEMp.CLE NAIVE VE+6�TATIOt�AREA w � /� 5,1 � Q .,. .... C � Q (tcrrr>°rly Marion Gase) �j PERFORMED ON: 10-30 2011 o O 111 O v APPLICATION uwMPROv®,VACANT ��� 00 6�2' PROPOSED D15TURBED 4 5$9 66 0� Q$\ IN 5'WIDE TRENCH W Op I EL.4.18' OD'-I D'BELOW GRADE ZONE X $ \ (�o> 3'x3'x3'PREGASr GATGH Q NO WATER SERVICE OR WEU- tJ BY REMOVAL PER 5GDH5 REQUIREMENTS -<0 •15 ,�,� AREA TO BE REVEL ETATED: Z/ BA51N W/FLUSH INLET LL - c�lr (SEE BOXED NOTE, THIS DWG) S$9 1 0� ,. (MEDIUM SAND BROWN O HATCHED AREA APPROXIMATELY tl9l3 SQFT.AREA �- _ ^ LL # N J TO BE TEMPORARILY CLEARED/015TIJR13ED FOR W 66 EL.3.18' 6 CONSTRUGTtON INSTALLATION AND SUBSEQl1ENTLY 14 \ TIE LINE ALONG APPROX.H.W.M. O COVER TO 6RADE /- PRECAST IOV Z LL. I.O -2D BELOW GRADE X (EQUAL TO TIDAL WETLAND BOUNDARY COVER BELOW 6RADE (-; 1 -BACKWASH W N U_ d- v RESTORED WITH NATIVE VEGETATION(5EE TABLE AS DETERMINED BY EN-GOtJ5ULTANTS / IEAGHIN6 POOL 3 O N O (MEDIUM SAND-BROWN rD- $ + ON DW6 SP3 FOR PLANTING SPECS) (f 3 SH ON 04-08-2011) ABANDONMENT BY REMOVAL. v, 0 EL.2.18' 2A-3.0'BELOW GRADE tJ o o +: - W ZONE X w � � PROPOSED I P POOL WATER v' W p.N z u- EXI5TING SYSTEM TO BE ABANDONED BY 2 COU.5E/MEC.SAND Vl m v I' SUPPLY LINE TO POOL EQUIPMENT` P W REMOVING ALL RESIDUAL SEWAGE WASTES BY MIXED GRAVEL(Std W �t $ d '� C A LICENSED WASTE HAULER,R3�10VING THE FEMA LIt1E1 - Q EL.1.1b' 3.0' - 4.0'BELOW 6RADE C EXISTING ELEV: x6.0 w m o ENTIRE STRUGTURE(5), L MATERIAL,AND - MED.TO FINE SAND, m O_ (() BACKFILLING WITH //;; � � Q••( Z z SUITABLE SAND AND GRAVE ATI= Z, DARK BROWN W SILT(SM) »► EXISTING CONTOUR - Q PROPERLY COMPACTING. 157 , TO BE REWORKED: D p EL.0.18' 4.0'-5D'BELOW GRADE F1=t�(A LICE x MEDIUM TO FINE SAND, . ... . n.,. ZONE AE (8) t� ---_ - ..., .(n_ ZONE AE(8) _ C� (� � V1 f t 6......... c , oy BROWN(5W) ' 15TING CONTOUR: 't* o EL.-022 5D'-6A'BELOW 6RADE ., �- _ _ g4°30�1� y `MN MOIST COURSE-MED.DARK n,w or formerly PROPOSED PARTIAL SANITARY SITE PLAN r n I b AGE: : lv / GRAY SAND r � rn ° ' " 114.00 � 5� •1 6 �^--�^- EL -Ib2' � (� David Ter Gase \ f 4 W 1 _ Revocaaley Truat �.I� �a 4i 5 ' -' t� PROP CONTOUR: N73 51 3 b.o l.o BELOW GRADE 20 10 0 20 40 bo 8 `^^^ TIE LINE ALONG APPROXIMATE H.W.M. 6ND WTR a EL.-2.32 MOIST TO WET (formerly Marion Ga e) X GRAPHIC SCALE m I" = 20'-O" -•--.-. .- X �"'� ?� S)O11ho:r. is r•1 PROP.SPOTB_EV.+ x8D (EQUAL TO TIDAL WETLAND BOUNDARY EL.-222' GouRSE SAND,ERN, o -•''� : 51 '16 � F o ,�d Gi irt.= tnE,� PECONIC BAY AS DETERMINED BY EN-CONSULTANTS t SITE PLAN - DEMOLITION ON APRIL 08, 2oI4) TRACE 6RVL(SW J r t _ g4°3p lit - - - --- ----- TESTHIOLE - h;� SPI � 6ROUNDWATER ENCOUNTERED 0 EL.-2.32' � �� �^ 1 14.08 � � 30 15 0 30 60 ZONN5 a0 MI6FEST EXPECTED 6ROUNDWATER 0 EL OA2 ,�� N73051'43"W - � �-� PECONIC BAY SGDHS APPROVAL AREA: FIw514eD FLOOR ELEV._ GRAPHIC SCALE 1-I'fi' k`30'.-O" . of 4 i I/A OWTS UNIT SIZING: FIN.6RADE DIV15ION OF ENVIRONMENTAL QUALITY,5TANDARD5 FOR o ,1� �` `' '`' APPROVAL OF PLANS AND CONSTRUCTION FOR SEWAGE DISPOSAL o N N r`yi``ji``ryir`yi` -FAMILY RESIDENCES FOR 51NGLEN O n GOMPAGTED SELECT FILL TO DATED: DECEMBER 29,2011 Alarm Panel shall be: TABLE ✓ in a well ventilated area as GROUND SURFACE SLOPEO O GRADE TO SHED WATER FROM 3: MINIMUM I/A ON-51TE WA5TEWATER TREATMENT GAPAGITIE5 - g �riv !r ,ri�� • 8 BEDROOM DWELLING: A hi Q S TANK LIDS. • 4 Q v dry and protected from INDOORS OUTDOORS GROUND MINIMUM TANK CAPACITY = 880 GALLONS elements as possible OWNS CONTROL ENCLOSURE) Z I/A OWTS UNIT LOAD CALCULATION: 13 - z ✓ in as close of roxim.it to 2 1112,11126 IN pNNEMA4XENGL0511RE) p y BUILDING SCHEDULE bO N 4 2 3 1 5 6 LG ` �STO MIN. I 8�ONE TO M 110 GPD x b BEDROOMS = 880 GPD TL FLOW REQUIRED z ? Z FujiMAC Blower as possible POWER PANEL PVC,CONDUIT I NO FIELD � SEAM OF TANK COMPACTING PROPOSED SANITARY DESIGN FLOW = 8B0 GPD ✓ wired by qualified PROVIDE kl2 I #12, 2Ib GONNEGTION / IN 6-IW-14LIFTS. USE: electrician 1-20A,I-POLE USE FUJI ENHANCED TREATMENT UNIT in a location that allows CIRCUIT BBREAKER5 IN 20; 1 11,12, 1 X12, •• MODEL No. GENIO,GRAVITY 5Y5TEM S" unenct.tmherc d access far BUILDING N26 #125 inspection and maintenance for POWER PANEL b"DEEP MINIMUM STONE BEDDING •• TREAT14ENT CAPACITY: 1;000 6PID � USE:Y4 - ' DTR.STONE LEVEL TO WITHIN •• TL. WORKIN6 CAPACITY: 14g8 6AL AlR jl FUJI ETU I0'(FORE AFT AND SIDE TO SIDE) •• FLOW RANGE: 50-I POO GPD Z W activity PR ' DUPLEX 6FI OUTLET 145TALLED INSTALLATION DETAIL NOTE. SEE'COUNTBRAGTIN6 BWYANCY •• MAINTAIN REQUIRED SEPARATION DISTANCES W P { IN l^EATHERPRooF ENCLOSURE wP ,�\ ���/ INSTALLATION DETAIL'FOR ALTERNATIVE .. SEE DETAIL FOR INFORMATION,DWG 5P2 A A rrt Clrltl :BI' :Ic' r FINISHED GRADE = 50ALE: NONE TO BEDDING IF APPLICABLE cT� I Jr,,it.`-,,,itch, f' cssum _.:itch, l - '!PJorrr.af,i shall be: I• ;t( !or{ra!!�! ruc wvitcl' S,il,=nce` ^,l+i.h FUJI CLEAN - ONE LINE DIAGRAM ✓ in :.:lase proxir:,ity to control panel as possible Q sQ S `�o' o Q O - Cs! N N NOTE. PROTECT ALL ABOVE AND BELOW 6RADE WIRING, ✓ of Mid e.�. concrete ad to minimize vibrations O O N , N o O o „ ✓ it �cat;on abo,'e water level Ci;, t;il Ri. ,:ke, RUN IN FV( CONDUIT,5GH 40,MINIMUM. ; p $ O g cv n r r o r a r n I n P,ct:, r: Ho SCALE 1/4 55TL GABLE 5EGURED BY 55TL I/4 S5TL GABLE SECURED BY Al,+rn; G� .ic.nli tV ,;r ,,� I,,,y, ';t,c I, ,,•, CLEVIGE5(TYP OF 2) 55TL C EVIGE5(TYP OF 4) ✓ a•,'.' fror:' ,rea,,e exhaust fans. �_ FUMP CLEVIGE ATTACHES TO NYLON GLEVIGE ATTACHES TO NYLON ✓ a," f ro n .!e r'". FUJI GLEAN U5A ALARM EFFLUENT FLOAT 5TRAP RING �"'^'`.... STRAP RING ` oom windows and other locations where TREATMENT OAT FUMP SWITCH - - _ - - , , r o; ,l tiona' ,uunds(although minimal) may be a nuisance GENIO FL _lil_li1-1�1 I�-ISI-lil _ 10.0 x IOD'x 15'%-AL3 ✓ -., - , .r - I'r r'S'..11!f,�,':','i 1 c l t SWI TGH _Ulf=1LI= = LLT=L1i=LII= / !n catl,tn tl' allows unencumbered access for SYSTEM MODEL _ TOTAL voLUME: i _III=IIII I1-n-III-I ONSITE WASTEWATER - - - - - - - - - - - itt , :tion e ! i 1 i rc��•:�. ->�-- 150tGUFT. 56tGU.YDS tr, a ntenance activity T M -ill- IJl-lll-lll- -L TMENT SYS E TREA -I I-I - ! r ' I I I_I I�I I I_I I�I I I_ 3 8 12 ✓ WEIGHT• x x 1 1 4 JI MAG 22 LB / EYE� MAG BLOWER MODEL FU 500 / TL v,.., c�:-o �t r c. r•i I cagrounding ('- •, - I I-LLT_ -lll- -1 I -IIII HOOK 4 I I F"I I I OF 150 RII r" (TYP ) L .1 lrin, c, k u.t le tr' 'I c Ical connections 1 1J- t ons made b a licensed . . lil-lll-lll- - Y c �> R 2 _TILT-ILIIII l _I _ _ el , LLI-J-[ lll - . s t n lll-Jll- -W-LL ll 50 mi GLUME I U IR LOW V . a A F I-11 I-11 C-III-n I-III- roo� r _c _, �n to I �»'• I- a i p of electrical cord ill �l- .. i' 5.3 GFM LL LIFIl a L - - III-II I I I II_III_III r 1 - t' 1 ; , I d - v r u t a u it i - - - - e at space out of direct sunlight n I- is to d IllLL LI�L� p g 2 •a. 111_111=11L-I =III=III_ < I I 1. a ..-. - - - - aZ 18 kPa 2 A•. y. NORMAL PRESSURE / � _ill-lll- llf-LII=L ,e or i e, men such is su as direct Tai r w M - 1 n o snowfall. MIN P .Fa MIN _I IIS Ni r .. n. f ,k✓ W-11J-LIF 111 s° _III_ II III-III II III II I . - - - - 1. �, rf_C to o ria '~ a totes and jurisdictions s that re u' - p Ire �• q LT�W- -1�- - • P7 L� ° � a IRON I I-III-III-I I III-I I�I TED VOLTAGE - RA r �l I, ,'vir connection. r 3 � .a .< �-I c.d n t' T_i urinal Blocks c c Ion. L h '§ka 1.L�iff LL� -lll- J r II III-III -111_1 I_I II_I _IIII F III I I F 1. d - I� . P - - - - - :- .t, } # t, s t 1Lll-Lll- - - _I 1 F-:� ::I: :.LEA- •E• - Jll- W- UJ C N TIJ � FREQU ENGY - 60 z . H - - ,�•� _III-ILI�IIL-I IIIIII - _I I EI 111_1 I I� ILII I v^,:cr Hard. _ BIo =ll- - - - - Jll- Ll •si - ( n_nI _ 4 at Line E I�1� IIS >M DEL CEN10 - - - 0 C N 0 i - III - , q}t I I S I'I I L ::: .'.. .:^i:•:�r:•:: :::vr:t:it n•i:•:�:v:•:ii' • ° • x' R a 5 y - '_I I CI I I- , IPE SIZE m ID ISmm O D II III IIS OUTLET 13 m 9 Y x 'w L ( ) �Jl-Jll- - -lll Jl- I IT I 33 45 l - `I r•- Y II III II 5 V L-LLT-L�Li}= Li�uf-LI , ID 0 D I / 4 64 6 .I I L-III-1 I I.I I I I-1 I I-1 I L-111- = 1 - LF>L - Ia•"., LL LL�LL�11 I III I I I II III III_ F ;:.:.::.;.� ;:.:�::.:::. ::.:.�:•:.:: :.;:•:;:.::..�::.:::..�::• UJI CLEAN ETU CEN Jf-LI1J :::.:::. ...::::•:::. ::::::.-:.:�:::::. : :.:::.�::.�.:•::::::.: ::::.�::: ::: -fell, _- ....: ----.,--- ----' WEIGHT - _ __ SO kg IW tI-=. II 11 III II % 11 LBS. VIII III _ ISIS WITHIN „- .• :.. BUOYANCY CALCULATION: m _ -- . w II�III�- .. - -. . � II�II� BUOYANT FORGE 15 RESULT OF AIR VOLUME - ' POWER CONSUMPTION I.b �_ _�- CONTAINERS FULLY In R5EQ IN WATER nor Alain, Lu,e kWh/DAY ill�I�=n1-II-IT lir �. Grounding I" `" 1 GENIO UPLIFT, 14,671 LBS vVa±er'i�ht Block II 111IN AMPERES LIA JI�1 50%SAFETY FACTOR: 1,336 1 LBS 4=." 1- TOTAL BUOYANT FORGE, 3/8 x 12 x I-I/4 55TL EYE �� �'��� � � - POWER GABLE 3 x 18 AWG x lb m OAS') HOOK(TYP OF 4) CONCRETE KE16HT; 150 LBS/G.F. REINFORCED GONG.SLAB, PROPOSED BLOWER I/ m REGTANISULAR GONGRETE PAD, x 150 GUFT. b'xb"x10'WWM IOA'x IOD'x 15'5LAB IO.Ci x 10°O'W x 13VP W/ (U5E CHAIRS) MODEL No.MAC150RII/200II MANUFACTURER MADE IN JAPAN TOTAL VOLUME: STRAPPING AND ANCHORING PER DETAIL Incon-ling Air BY FUJI GLEAN Neutral1,�Ioek Powf,r In Pres.<urcTubi r 150tGUFT.(556tGU.YDS� WE16I 22500t LB AMI BUOYANT FORCE= 22,500 LB5 , :• :• LL FUJI CLEAN ETU CEN 1 .0 - [---+ z COUNTERACTING BUOYANCY INSTALLATION DTL AMI 1E.53 SA FORCETY E EXCEEDS BUOYANT FORGE BY A . ,X.••`-.: aX : a :x OR ED O B SCS, NONE TYPICAL SLAB DET AIL - S 1 AT ETU BLOWER UNIT W VISUAL BEACON 5GALE, N.T.5. �1 a.a o 3.2' 2.5' �' of NEW YORK CITY 800NOA -272-4480 811 FUJI CLEAN GENERAL NOTES: � CHAMBER Voll:rne( I) & LONG ISLAND www.dignetnycli.com or www.call811.com THE ETU SHALL BE INSTALLED PER FUJI GLEAN INSTALLATION REQUIREMENTS AND ANY W m IQ Sedimentation U�ember 558 (for other states) I/A CONTROLLER ADDITIONAL REQUIREMENTS PER 56DH5 AND THE DE51ON ENGINEER GONTAIINED HEREIN. ^ �Q r RECIRCULATION ® Anaerobic Filtratlon Chamber 556 FASTEN PANEL TO CONTROLLER \ � � Bylaw,excavators and contractors working in the five For safety reasons,homeowners are strongly , , AND ALAS' I. THE DESIGN ENGINEE��SHALL OBSERVE THE OWTS PRIOR TO BACKFILL,AND DURING � •• �® AIR LIFT PUMP ® AeroblG Contact Filtration C�l'ICirlber 248 boroughs of New York City and Nassau and Suffolk encouraged to call as well when planning any type PROPOSED H FRAME, SYSTEM START-UP. ® Stora a Chamber 125 Counties on Long Island must contact Dig'Net, of digging on their property.Homeowners can SEE DETAIL,THIS DWG 2 THE DINTS SHALL BE TESTED FOR WATER TIGHTNESS USING A METHOD (APPROVED BY PT, SCUM BAFFLE DISINFECTION ® 1-800-272-4480 or 811,at least 48 hours but no more than contact us directly at 1-800-272-4480 or by calling CONTROL PANEL THE MANUFACTURER PRIOR TO ARRIVAL AT THE SITE. F-L� Disinfection Chamber 11 10 workingdays(excluding weekends and legal holidays) 811,the national call before you dig number.For NEMA 4X �y,��� � Y ( 9 9 Y ) 3. A FUJI GLEAN REPRESENTATIVE SHALL BE PRESENT DURING START-UP VENTILATION CYLINDER(OPTIONAU prior to beginning any mechanized digging or excavation excavation work completed on personal property, Total VOIUme 14g8 4. THE INSTALLER MUST HOLD A CURRENT LIQUID WASTE LICENSE PURSUANT TO CHAPTER r work to ensure underground lines are marked.Excavators it the contractor's responsibility-NOT the PIPE / 5' OUTLET PIPE and contractors can also submit locate requests online, homeowner's-to contact DigNet.Having utility AIR GOM'RESR�OR 5. 563 ARTICLE VII (SEPTIC INDUSTRY BU51NE55E5) AND ENDORSEMENT J(INNOVATIVE AND ENGINEER; 5" INLET PIPE through ITIC.If you do not currently use ITIC,please call lines marked prior to digging is free of charge. ENCLOSURE WBASE ALTERNATIVE TREATMENT SYSTEM INSTALLER) THROUGH THE SUFFOLK COUNTY \ / \ 5PEGIFIGATIONS 1-800-524-7603 for more information. GFI OUTLET DEPARTMENT OF LABOR. LICENSING AND CONSUMER AFFAIRS,PURSUANT TO SUFFOLK N AIR LINE TO COUNTY CODE,563-1q(II)(J). A u 1 REGIRGULATION PIPE ' A AnaeroblG Media PP/PE Filli Rate 4b� USE 20A BREAKER Y L t- ( FROM BUILDING P14R PANEL TREATTENT TANK 6 THE ONT5 INSTALLER SHALL REGISTER THE OWTS WITH THE SGDHS USING DOCUMENTS EY T. 0 Board T e Aerobic Media PVC,/PP/PE FIII( Rate 1-ISIi PROVIDED BY THE DESIGN ENGINEER. CO C� G�� ;._ Aeroblc Media PP/PE Filll Rate 54% FUJI CLEAN BLOWERS--MAC-SERIES '"R"" PERFORMANCE CURVES 60 Hz POWER LINE TO FLOAT 1 THE OWNER SHALL EXECUTE AND MAINTAIN AN OPERATION AND MAINTENANCE Blower 3.0 Gfm AGREEMENT WITH AN AUTHORIZED MAINTENANCE PROVIDER. THE A6REEMENT SHALL n EFFLUENT HAVE A MINIMUM 3-YEAR SERVICE INTERVAL. / \ AIR LIFT PUMP Tank FRP 280 L/M AIR LINE FOR ALARM n1 qb GFM b. NO KITCHEN SINK 6ARBAGE DISPOSER 5HALL 0156HAR6E TO THE OWTS. N 4J PIPIni PVC/PPI PE q. NO WATER SOFTENER SHALL 0156HARGE TO THE OWT5. ') r INLET BAFFLE FLOW OPENING(TYPJ / © Access Covers Plastic/Gast Iron USE 15A BREAKER 10. INSTALLATION AND Ur-E OF THE I/A OWT5 MUST CONFORM TO THE DEPARTMENTS � 0� 493 MAG20OR (POWER FOR GOMPRE550R) NOTE: A O FLOW BAFFLE i �® Disinfectant( tlonal) Chlorine Tablets 240 LMt BLOWER MUST BE HAND WIRED APPROVED I/A OWT5 G-UIDANGE DOCUMENT PREPARED IN ACCORDANCE WITH THE ROFESSIONP� (GLEANING OPENING) 8.4 CFM 5TANDARD5 FOR "APPROVAL AND MANAGEMENT OF INNOVATIVE AND ALTERNATIVE ON MAG'15OR II'AIR BLOWER 51TE WASTEWATER TREATMENT SYSTEMS." JEFFREY T. 13MER, P.E. II. THE UNIT SHALL BE VENTED TO THE ROOF OF THE RESIDENCE BEING SERVED.VENT FUJI CLEAN USA 200 LA* "wGISOR CONNECTION DETAIL - 6'THK P.G.EQJIPMB'IT SLAB PIPE5 5HALL EXTEND A MINIMUM OF 6" ABOVE THE ROOF LINE AND THE TOP OF THE B Uj TA C-FM CONTROL PANEL AND BLOWER (�DETAIL,THI5 DWG) VENT SHALL HAVE A MINIMUM HORIZONTAL SEPARATION OF 12" TO THE SLOPED PORTION Q PLAN VIEW ENHANCED TREATMENT UNIT (ETU) OF THE ROOF IN A VENT WHERE 17 15 NOT PRACTICAL TO VENT THE SYSTEM TO THE I/2'AIR INTAKE J 180 L MAGI20R TO BE MOUNTED ON H'FRAME OR EQUAL,SEE DTL THIS DW6 RESIDENCE ROOF A VENT PIPE MAY BE PIPED TO THE EXTERIOR SIDE OF THE } O O 63 CFM NO SCALE RE5I0ENGE AND TERMINATES A MINIMUM OF 15" ABOVE GRADE. THESE VENT PIPES MODEL CEN 10 > MAGIOOR SHALL BE LOCATED A MINIMUM OF 3' FROM ANY WINDOW OR DOORWAY AND MUST M--� Z F- 20'0 HDPE SECURE W MAG20oR TERMINATE WITH A CARBON FILTER DEVICE:. ALL VENT PIPES MUST HAVE MINIMUM LLJ v SCALE: NONE Q 120�JMfn DIAMETER OF 2". 20'Q HDPE SECURE HEAVY COVER BY 42 CFM MAG80R PVC WELDED JOINT 12. ALL ADAPTORS, RISERS,SAFETY 56REEN5,AND LIDS 5HALL BE MANUFACTURED BY �T� LU HEAVY COVER BY POLYLOK,m'• POLYLOK OR EQUAL. W O L MANUFACTURER PROVIDED POLYLOK,TYP. go L/MIn TANG WALL GOMEGTION ADAI,TER 13. DIRECT BURIAL OF ELECTRICAL AND CONTROL WIRES IS PROHIBITED. ALL WIRES SHALL z N O 2B GFM 15a BE ENG:\SED IN%4 MIN SGH. 40 PVG CONDUIT. O O 20'0 SAFETY SCREEN 20'0 SAFETY SCREEN MAGboR AGI09 3/4'IVO CotbUT 14. THE 0WT5 INSTALLER SHALL PROVIDE EITHER A 20-AMP CIRCUIT BREAKER INSIDE THE O 3 BY POLYLOK,TYP.---,_ BY POLYLOK,TYP. LA4t1 MAG40R OR AIR LINE DWELLING MAIN ELECTRIGAL PANEL OR INSTALL A SNUB-PANEL IN AN EASILY 40 AGGE551BLE LOCATION, 1.4 GFM MAGbOR 15. INVERT ELEVATIONS ARE ESTIMATED THE OWTS INSTALLER SHALL CONFIRM ~ N 015INFECTION 24' O ELEVATIONS PRIOR TO CONSTRUCTION AND NOTIFY THE DE516N ENGINEER OF ANY < LW 20'0 RISER BY IB' IS' 24" 20 m R15ER BY MA640R +4 � \Q CYLINDER(OPTIONAL) MANHOLE O FLEXIBLE COUPLING DISGREPANGIE� � W Z POLYLOK, POLYLOK,TYP. O Burn SEALANT Ib. THE O1NTS INSTALLER SHALL NOT BACKFILL ANY WORK PRIOR TO INSPECTIONS BY THE uw - Q Q • MANHOLE MANHOLE MANHOLE O 5/0.73 10/1.45 15/2.18 20/29 25/363 30/435 35/5A8 PRErf.�AROUND �'Q�� ENGINEER AND 5GDH5. ROW OPENING PRESSU E KPa/PSI PERIMETER PB�ETRAnom 11. ALL MATERIAL,WORKMANSHIP, INSTALLATION PROGEDURE5 AND MAINTENANCE OF LCL Q O X 1, TRAFFIC,SHALL PE PERFORMED BY THE OWTS INSTALLER. N ��� BOARD TYPE ASSEMBLY DETAIL lb. OWT5 INSTALLER 5HALL BE RESPONSIBLE FOR ANY AND ALL MARK OUTS FOR ALL U V O \ GONTAGT MEDIA UNDERGROUND UTILITIES AND SERVICES IN THE AREA AND RELOCATE THEM AS REQUIRED F--•INO __I O Wl SCALE THROUGHOUT THE PROJECT PER PREVALENT CODE. W R1 I WALL PVG WELDED JOINT O aL // Iq. FINAL APPROVAL SHALL NOT BE GRANTED UNTIL ALL THE FOLLOWING REQUIREMENTS LL /( \•1 LOCX KA96Z 1/2"PVG CONDUIT ARE FULFILLED TO THE SATISFACTION OF THE ENGINEER,56DPW,AND 5GDH5. F-'-i L L # O ON r / �� �'� 20. GONTR46TOR SHALL DE RESPONSIBLE FOR COMPLIANCE WITH FEDERAL,STATE,COUNTY 1L Z 1 S liEGTRI6AL 4' INLET PIPE AND LO`AL SAFETY CODES. O O N "AT HIRE CONDUIT �R15ER("1 21. O GOND FJGTION _HALL COMMENCE UNTIL A PERMIT TO CONSTRUCT A WASTE { I I RECIRCULATION 0 /2"PVG 1HREAVEIll O a / _ DISPOSAL SYSTEM HAS BEEN ISSUED. w LW tSl O I ® MALE ADAPTER FLEXIBLE / 1 A/// ^N. N 'OUTLET PIPE c O ASSEMBLY / / 22. OWT5 INSTALLER TO COMPACT AREAS DISTURBED TO 45%PROCTOR DENSITY(36 IN. Z - / \ ® \ SEALANT DETAIL 'A' �-IW' BELOW GRADE, 12 IN. LIFTS MAX). O^ O O I I I 23. OWTS Iri�TALLER SHALL SUBMIT ALL INSURANCES TO THE OWNER PRIOR TO / PERM qpy RISER CONNECTION I\ I I\ I I� 1 GOMMEIdGEMENT OF WORK O m p 24 OWTS IN, TALLER WIC- BE RESPONSIBLE FOR RESTORATION OF ANY AND ALL DAMAGE Z Z � NO SCALE � ,/ ""� � ,� OI FLEXIBLE � 1'() � GGUPLIN6 TO ANY 5TRUGTURE OR 6RAOE AS REQUIRED BY AGENCIES HAVING JURISDICTION,AT NO ^^ � < s ADDITIONAL COST TO THE OWNER F-�•1 O Q /4'PVG 506d1PT MALE ,A, ` B, 25. OWT5 II;STALLER SHALL EMPLOY ALL SAFETY MEASURES INGLUOIN6 SHEETING AND ® © AEROBIC MEDIA 9/4"NYLON ' ADAPTER WITH GASKET \ SHORIN;O TO PRG EGT EXISTING STRUCTURES AND PEDESTRIANS AND LOCK �- -� 26. OWT5 INSTALLER 5HALL VISIT THE SITE,REVIEW ALL GON5TRUGTION DOCUMENTS PRIG ,, t �h -m "," - © / \ TO SUB!-fITTING THE BID t (�g L' PXG AERATION ASSEMBLY /4 PVC HOSE BARB '� �' ---� _ ek , x NPT FITfIN6 o 21. OWTS INSTALLER SHALL INFORM THE ENGINEER FOR ANY OM155IONS AND OR + -` -; SEE DETAIL 'A"FOR V E DETAIL B FOR DEFIGIENGIES AS SO('l�l AS THE OWTS INSTALLER BECOMES AWARE OF IT # THROUGH RISER CONNECTION v CNTRL p. THROUGH TANK ` I , J DETAIL B' PAS{_ CONNECTION DETAILS 2b. OWTS INSTALLERSHALL COORDINATE THE WORK WITH ALL AUTHORITIES HAVING f In r �i UIUi �1JRI5DIGTI ON. 3/4'WG SXXINPT w V f r GOUPL 1N6 TANK CONNECTION � 2q. OWTS INSTALLER SHALL VERIFY ALL FIELD CONDITIONS AND DIMEN51ONS PRIOR TO SCALE PROVIDING BID PRCPOSAL.NO ^^- �•----. ...„__ cn 30. OWT5 INSTALLER SHALL BE RESPONSIBLE FOR FIELD FIT AND QUALITY OF WORK GttLi,gi „% 3/4 PVG O FLEXIBLE GO1IPLIN6 MEETING ASTM 6423 STANDARD BLOWER B`r�,rd COW11I EaUAL TO FERWO WITH STAIN-E56 STEL BANDS PROPO��B7 P.G.PAD, 5ATISFALTORY TO SGDPW,SGDHS,AND THE ENGINEER. NO ALLOWANCE SHALL BE M DE SECTION A-A VIEW SECTION B-B VIEW SEE DOTAL THIS DWs ON BEHALF OF ANY ERROR OR NE6LE6T ON THE PART OF THE CONTRACTOR O 5EAII MEETING A5TM CQgO 5TANDARD5 ELIUAL 31. OWT5 INSTALLER SHALL NOTIFY THE SGDHS 4b HOURS PRIOR TO THE INSPECTION. TO W145EAL GS-101 BUTYL SEALANT of 4 i i NOSANTI-SILATION FABRIC SANITARY ABSORPTION TRENCH SIZING SEPARATION D15TANGE EMMT5 FOR 50' MIN. I.SEED AND LOAM TO PROTECT FROM ER05ION SANITARY LEAGHING 5TRUGTURE5 WOVEN WIRE FENCE (MIN. SYMBOL: 2.GRADE SURROUNDING AREA 50 THAT STORM WATER RUNOFF PROP05ED B BEDROOM DWELLING PROFILE EXISTING 14 1/2 6AU6E W/MAX. 6' MESH 5PACIN6) x x DOES NOT RUN TOWARD OR POOL OVER ABSORPTION FIELD DISTRIBUTION PIPE(SDR 35) W/ SIZIN6 PER: UNOFFICIAL COMPILATION OF GORES RU-E5 AND REGULATION OF THE STATE OF NEW YORK (RE5IDENTIAL): MOUNTABLE BERM (OPTIONAL) 3, PAVEMENT o O n TITLE Io DEPARTMENT OF HEATH.CHAPTER 11.PART"15.STANDARDS FOR INDIVIDUAL ON51TE WATER PERFORATIONS A b AND 4 O'CLOCK 3/ 10' MAX. 36 MIN. LENGTH FENCE PO5T5 ° 0 SUPPLY AND INDIVIDUAL ONSITE WASTEWATER TREATMENT SYSTEMS.APPENDIX l5-A MINIMUM HORIZONTAL SEPARATION DISTANCES: ' N O N o A BUILDING W/CELLAR = 10'-0' G. TO G. ' •b" L•A�'EfZ OF.L'OANf • ' • . ' TABLE I: DAILY DESIGN FLOW = 110 6AL5/DAY/BEDROOM(880 GPD TL FLOW) /\ � DRIVEN MIN. ib' INTO GROUND. � a5 `�' o 1 , PREFORMED METAL CLAMPS TABLE 4B: APPLICATION RATE = 1.20 6AL/DAY/SQ.FT. B.BUILDING ON SLAB = 10-0EXI5TIN6� FILTER z .d N E - A x x h T(FOR SECURING PIPE IN PLACE) TABLE bD: ADJUSTED REQ'D LENGTH OF AB50RPTION TRENCH = 122 LIN FT C.PORCHES,DECKS,HOUSE OVERHANGS, GROUND CLOTH ty b' OF GLEAN SAND x x -% x x AND STANDARDS FOR APPROVAL OF PLANS/CONSTRUCTION FOR 5EWA6E DISPOSAL SYS FOR CANTILEVERS,ETC, =' Q VU- <) S N x x x x SINGLE-FAMILY RESIDENCES,DATED 12-24-2017 D.WATER LINES = 10'-0' x x x 65F-6EOTEXTIIE SAND FILTER TABLE II -ADJUSTED REQUIRED LENGTH OF A 6RAVELLE55 ABSORPTION TRENCH FOR STANDARD E.5URFAGE WATER(WETLANDS) = 100'-0' 50' MIN. _ �f OE516N FLOWS(FT)6RAVELLE55 6EOTEMiLE SAND FILTERS(BASED UPON 6 5.FJFT OF TRENCH) F.PUBLIC,WELL = 200'-0' AN VIEW tY GSF ASTM G33 WASHED CONCRETE 6.PRIVATE WELL = IRO'/150' HEIGHT OF FILTER �7 "` SAND REQUIRED W/LESS THAN 10� H.RET.WALL(WTRPROFF) = 10'-0' z 1 SANITARY ABSORPTION TRENCH CALCULATION: " EXISTING .. ,..,..;... ...:.. .:• - . PASSING A#IRO SIEVE AND LESS J.U/G FUft.TANKS = 10-0 THAN 5%PASSING A#200 51EVE x K.U/6 UTILITICS = 5'-O" GROUND .v 0� W .�, v b BEDROOM 5Y5TEM REQUIRED INSTALLATION: L.ROAD STORM DRAINS OR RECHAIR6E BASINS= 20'-0" y ,t, .t, B.O.TRENCH 485' I I 122 LIN FT OF GSF ABSORPTION TRENCH(31 MODULE-5 MIN.) M.ONSITE STORM DRAINS OR RECHARGE BASINS = 10'-0 �/ PER5P TIV VI .W ��� ,� N.CATCH BASINS,NON-LEAGHING 10-0 I2 MIN. EXISTING i v o INSTALL: 0.SAN.LEACHING POOLS e'-0' PAVEMENT CONSTRUCTION 5PEGIFIGATION5 }y `' vl) 4.O pL ELJEN GSF 6EOTEXTILE SAND FILTER 6Y5TEM(2 STA6E BIO MAT W/4"0 PERFORATED PIPE) P.PROPERTY LINES = 5'-0' I. WOVEN WIRE FENCE TO BE FASTENED (� Q.TOP OF EMBANKMENT OR STEEP SLOPE SECURELY TO FENCE POSTS WITH WIRE TIES 36' MIN. FENCE P05T !Y _ z WOVEN WIRE FENCE (MIN. 14)'2 tx ac INITIAL INSTALLATION: {I5SL5 SLOPE OR GREATER) - 25-0 OR STAPLES.POSTS SHALL BE STEEL EITHER „ ac AGGREGATE OR , . 6AU6E W/MAX. b MESH • PRDHOSED 65F MODULES PER LATERAL R.BLUFF=65'-0' p 'T OR U TYPE OR HARDWOOD. COURSE SAND •• INSTALL IN 25'LON6 TRENCH S.SEPTIC TANK,PUMP STA,GREASE TRAP - 2. FILTER CLOTH TO BE TO BE FASTENED SPACING) W/FILTER CLOTH I (5P OR 5W) ¢ CONSTRUCTION SPECIFICATIONS 04 4-4'W R6Q'D MODUES = Ib LIN FT(1;REQU MODS) OR MANHOLE = 8'-0" � SECURELY TO WOVEN WIRE FENCE WITH TIES N �: I. TONE SIZE-USE 2 STONE,OR RECLAIMED OR RECYCLED CONCRETE EQUIVALENT. SPACED EVERY 24' AT TOP AND MID SECTION. Q x 2-4'1-6 TIL.M MODULES = 2 LIN FT (rL M MODS) T.SWIMMING POOL = O" 2 LEN6TH-NOT LESS THAN 50 FEET(EXCEPT ON A SINGLE RESIDENCE LOT WHERE A 30 FOOT MINIMUM LENGTH WOULD APPLY). FENCE SHALL BE WOVEN WIRE 12 1/2 6AUGE b TYPICAL DETAIL 6-4'L 6 TL.MODULES = 24 un Fr lTL MODS) U.DECK/RAMP = 5'-0" o N o 3. THICKNESS-NOT 1E55 THAN 51X(b) INCHES. MAXIMUM MESH OPENING. F-�� z UNDI5TURBE sQ ° 0 0 o N 24 LIN FT x 8 LATERALS= 142 LIN FT(48 MODULES) 4. WIDTH- TWELVE 02) FOOT MINIMUM,BUT NOT LE55 THAN THE FULL WIDTH AT POINTS WHERE IN6RE55 OR E6RE55 OGGUR5. 3. WHEN TWO SECTIONS OF FILTER CLOTH ADJOIN p c,t �;+ ry O O O FOR SOIL REMEDIATION 1 1 1 1 1 1 GROUND N PROVIDED MODULE LENGTH: 142 LIN FT(48 MODULES) - TWENTY-FOUR(24)FOOT IF SINGLE ENTRANCE TO SITE EACH OTHER THEY SHALL BE O'VER-LAPPED BY � GRADE - S.T 5. 1=1LT1=R GIATN-WILL BE PEALED OVER THE ENTIRE AREA PRIOR TO PLACING OF STONE. SIX INCHES AND FOLDED. FILTER CLOTH COMPACTED 501L - ELJEN GEOTEXTI LE SAND FILTER (CSF) SHALL BE EITHER FILTER A MIRAFI IOOX, $ ° g C _ x BOTH REQUIRED AND EXPANSION GSF MODULES WILL BE PROVIDED UPON INITIAL ?, /� 6. SURFACE WATER- ALL SURFACE WATER FLOWING OR DIVERTED TOWARD CON-GONSTRllGTION ENTRANCES SHALL BE PIPED TRENCH INSTALLATION I I I I I COMPACT AGPD55 TFE ENTRANCE. IF PIPING 15 IMPRACTICAL,A MOUNTABLE BERM WITH 5:1 SLOPES WILL BE PERMITTED. STABILINKA TI40N,OR APPROVED EQUAL. EMBED FILTER CLOTH � •• I EXPANSION MODULES SHALL BE ISOLATED FROM REQUIRED MODULES BY WAY OF PRDP05BD 4A FILL Z. MAINTENANCE -THE ENTRANCE 5HALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR FLOWING OF SEDIMENT 4. PREFABRICATED UNITS SHALL BE 6EOFAI3 A MIN. OF b" IN GROUND. SANITARY PIPING , L4' z ISOLATION VALVES(TYP OF 8) ONTO R)BLIG R16HT5-OF-WAY,ALL SEDIMENT SPILLED,DROPPED,WASHED OR TRA( ONTO PUBLIC RI6HT5-0F-WAY MUST BE BJVIROFENGE,OR APPROVED EQUIVALENT. • MAINTAIN SEPARATION DISTANCES,DVy6 5P3 , ' ! REMOVED IMMEDIATELY. TOP EL. _?.23 CR 5. MAINTENANCE SHAM BE PERFORMED A5 • ALL LATERALS MUST BE INSTALLED 6 SAME ELEV. 8. WAN I JANHINT6 1155 REQUIRED, SHALL BE DONE ON A AREA STABILIZED WITH STONE AND WHICH DRAINS INTO AN APPROVED NEEDED AND MATERIAL REMOVED WHEN • SEE DETAIL ON DWG 5P3 BUL6E5' DEVELOP IN THE SILT FENCE. SECTION VIEW l \\ \\ BOTTOM EL. =6.q } q. PERIODIC INSPECTION AND NEEDED MAINTENANCE SHALL BE PROVIDED AFTER EACH \/\iB.O. EXCAVATION, 5EE PROFILE,THIS DWG/\/\ GC)MP' T U.S. DEPARTMENT OF AGRICULTURE STABILIZED U.S. DEPARTMENT OF AGRICULTURE SILT STOPPER OR SUITABLE FILL NATURAL RESOURCES CONSERVATION SERVICE CONSTRUCTION NATURAL RESOURCES CONSERVATION 5ERVIGE GROUND WATER @ -2.32' PER TESTHOLE END PLUG FCOVER y v W YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION FENCE TO GRADE a TOP EL 5.24' NEW YORK STATE SOIL 4 WATER CONSERVATION COMMITTEE ENTRANCE NEW YORK STATE SOIL f WATER GON5ERV/':TION COMMITTEE PROPOSED 4'0 POOL BAGKHASH LINE ASTM C33 KA51 ED CMRETE NOTE: /� BOTTOM EL.= 4.46' 2"X4' WOOD FRAME 5ANO REQUIRED W/L.E%THAN 10% TE5TH0LE INDICATES NON-RATEABLE 501E NOTE: ADDITIONAL �> Y x u/ STAKE PA551NI6 A#100 51EVE AND LE55 BETWEEN E LEVATI0N5 LII AND -0B'. GLEAN OUT SHALL BE vy FINISHED GRADE - THM r5%PA551N6 A*200 51EVE •• THEREFORE THIS LEAGHING FIELD SHALL BE PROVIDED IN x / V MIN GONSTRLGTHD WITH, TYPICAL INTERIOR OF BLDG, y' 3/ - J FABRIC-� SEWER PIPE NO HOUSE TRAP COMPACT FILL b MIN 4'0 DISTf:.PIPE(SDR 35) ••• A 4'DEEP MIN RATEABLE 501E(5P OR 5W), EXTERIOR � /' � �-- �- z W 2 R.ONS OF PERFORATIONS BELOW PROPOSED 66F TR5X4-E5 TO 30° ELBOW 5HALL BE PROVIDED c- 8 AND 4 O'GI-OGK BOTTOM OF EXCAVATED BED. PER IRC, 2015,P3201.4 TRENCH DETAIL U POOL BACKWASH cu 3 =1111_ CLEANOUT TO 5ANITARY LINE GROSSING z o 1111=11=II II o - ;;'S,`O: ` IS(aATBD IN USE N.T.S. NOT TO SCALE DROP INLET I L I I o 4 - -ILII-1111=III = 4 U (4)M0175 RMV `�,� � ` r.x/ ��` , _ CROSSING NOTES: 12" MIN MIN ELECTRICAL SERVICE WITH GATE III -111 =III =III °7 !21 MODS EKE' GABLE IN GONDUIT: FRAME '7o ^ ;< 4 m TRANSPORT PIPE(5DR 35) \\ � FLOI�I� � I THE GROSSING OF STORM/POOL BACKWASH AND SANITARY LINES SHOULD BE AVOIDED ,� q - UNLE55 PROVEN ABSOLUTELY NEGE55ARY. IN SUCH GASE5: T.O. CONDUIT /,` / 200 AMP (2 CONDUIT,MIN), �- I NATIVE < T'� NO PERFORATIONS �- m E-LEN 6EOTEXTILE S W INTERNAL TO SAN. SYS. A.SANITARY LINE SHALL BE LAID BELOW STORM/POOL BACKWASH LINE.AT LEAST 320 AMP(5V2 CONDUIT MIN) BURIED FABRIC [� m ? UHIDISTURBED SOIL bO° WYE EIGHTEEN(I8) INCHES SEPARATION SHALL BE MAINTAINED BETWEEN THE TOP OF THE ( -- - ^ � y� v r� FILTER(65F)MO[ FOR GONTINIATION BLDG PIPING PROPOSED 6A5 SERV. 400 AMP R CONDUIT, MIN) x �) - • it may;, , y` , STORM LINE/POOL BAGKWA5H AND THE BOTTOM OF THE SANITARY LINE. �,. :,,,,.. ,,,,,:;•, 3bw x 48L6 x T'DLP 3 `1J ; ,`:�> •. >a 00 SEE SPI AND SANITARY PROFILE, S.JOINTS SHALL BE AT LEAST TEN FEET FROM THE POINT OF GROSSING. ELEV OF BOT. OF LINE WILL BE z f�-( I� THI5 DHS NOTES- 2 WHEN LOCAL CONDITIONS PREVENT PLACEMENT OF THE STORM/POOL BACKhIASH LINE DETERMINED BY 51ZE OF 5ERVIGE GAP ABOVE THE SANITARY LINE,THE FOLLOWING ADDITIONAL CONDITIONS APPLY: COMMUNICATION (4)MODS REQb I. FOR GLEANOUT(S) LOCATED IN TRAFFIC AREAS,PROVIDE WITH A.A VERTICAL SEPARATION OF AT LEAST EIGHTEEN(I8) INGHE5 SHALL BE PROVIDED UTILITY PROVIDER SUPPLIES (TV TELJ w 0 m TRAFFIC BEARING FRAME AND COVER �� �_ (2,)MODS EXP REQUIRED BEDDING AND PROPOSED RHINO BOX 2.FOR USE WITH BUILDING EXTENSIONS/CANNEGTIONS. BETWEEN THE BOTTOM OF THE SANITARY LINE AND THE TOP OF THE STORM l POOL GATHER EXGE55 W SIDE WALL FILL POLYLOK 24"DISTRIBUTION BOX BACKWASH LINE '\_ AT CORNERS 3 d �� b'MIN 4'-0' ISOLATION VLV 6'D13�ASTM G33 SAND 5�DETAIL,THIS DW6 GG.SANITARY LINE SHALL BE GONSTRUGTED OF MATERIALS ANDSANITARY LINE JOINT-5 SHALL BE AT LEAST TEN FEET FROM TJOINTS THAT AREHE POINT OF 551N6. UTILITY TRENCH DETAIL �� , ( t DD W Q A5TM 633 5AND (TYP OF 8 L•ATI EQUIVALENT TO WATER MAIN STANDARDS OF CONSTRUCTION AND SHALL BE TESTED NOT t0 SCALE X Z li PERIMETER TO ASSURE WATER TIGHTNESS PRIOR TO BACKFILLING. N�DIXILES=24'-0'TL L.E 5TH TYP. ELJEN GSF ABSORPTION FIELD 3.THE GROSSING OF STORM/POOL BACKWASH AND UTILITY LINES SHOULD BE AVOIDED UNLESS m O USE BOX GOMPONENT5: PROVEN ABSOLUTELY NECESSARY.IN SUGH GASES. r�1'� O = � TRENCH INSTALLATION DETAIL DOMED COVER P/N 3008-RC A. STORM/POOL BAGKWA5H LINE SHALL BE LAID BELOW UTILITY LINE AT LEA5T E16HTEEN(18) GONSTRUGTION SPEGIFIGATIONS F'�� W 00 25'0'dVERAIl TREN✓'H LENGTH 2'TALL RISER P/N 3008-GR INCHES SEPARATION 5HALL BE MAINTAINED BETWEEN THE TOP OF THE UTILITY LINE AND SIDE GUT OUT TO ACCEPT THE BOTTOM OF THE STORM/POOL BA6KWA5H LINE. � 00 (5EE 5PI FOR DE516N LAYOUT) 3'TALL R15ER PM 3008-RP I.FILTER FABRIC SHALL HAVE AN E05 OF 40-85.BURLAP MAYBE USED FOR SHORT TERM APPLICATIONS. E--1 O CD POLYLOK SEAL P/N 1b 3001 B. STORM /POOL BACKWASH LINE JOINTS SHALL BE AT LEAST TEN FEET FROM THE POINT OF 2.GUT FABRIC FROM A CONTINUOUS ROLL To ELIMINATE JOINTS. IF JOINTS ARE NEEDED THEY WILL BE OVERLAPPED TO THE N SCALE: NOW 6'TALL RISER P/N 3008 TYP. IO P055IBLE FILLS. GRO551N6 REINFORCED GONG. SLAB,b"WAW"WWM NEXT STAKE. _ 12' TALL RI5E R PM 3008-R12 (USE GHAIR5) 3.STAKE MATERIALS WILL BE STANDARD 2' XV'WOOD JR EQUIVALENT. METAL WITH A MINIMUM LENGTH OF 3 FEET. I-` M ELJEN DESIGN NOTES: 4' ROTOFLOW EQUALIZER P/N 3050-4 • 4.SPACE 5TAKE-5 EVENLY ARDLND INLET 3 FEET APART AND DRIVE A MINIMUM I8 INGFE5 DEEP.SPANS GREATER VAN.3 FEET w 22' a MAY BE BRIDGED WITH THE USE OF WIRE MESH BEHIND THE FILTER FABRIC FOR EIPPORT. I.THIS DESIGN AND CONSTRUCTION REQUIREMENT GOMPLIE5 WITH APPENDIX 1.ELJEN PROVIDED GEOTEXTILE COVER FABRIC SHALL PROVIDE NATIVE PLANTING 5PEGIPIGATIONS . x x ° ;x x x x 5.FABRIC,SHALL BE EMBEDDED I FOOT MINIMUM BELOW GROUND AND BACKFIW3D. IT SHALL BE 5EGURELY FASTENED TO THE LLJ 15-A AND LOCAL HEALTH DEPARTMENT REGULATIONS. PROPER TENSION AND ORIENTATION OF THE FABRIG AROUND THE STAKES AND FRAME. 2. THI5 DESIGN GOMPLIE5 WITH AND MU5T BE INSTALLED IN A(00RDANGE SIDES OF THE PERFORATED PIPE ON TOP OF THE 66F MODULES. b.A 2"x 4'WOOD FRAME SHALL BE COMPLETED AROUND THE CREST OF THE FABRIG FOR OVER FLOW STABILITY. WITH THE MOST CURRENT ELJEN N.)'.DESIGN AND INSTALLATION MANUAL. FABRIG SHOULD BE NEITHER TOO LOOSE,NOR TOO TIGHT.INE GOMMON NAME SGIENTIFIG NAME PLANTING 5PEG5 TYPICAL SLAB DETAIL 3.THI5 SYSTEM 15 NOT DESIGNED FOR USE WITH A GARBAGE DISPOSAL. CORRECT TENSION OF THE COVER FABRIC 15 SET BY: p I; MAXIMUM DRAINAGE AREA I ACRE 4.THIS SYSTEM 15 NOT DESIGNED F012 BACKWASH FROM A WATER SPREADING THE COVER FABRIG OVER THE TOP OF THE MODULE AT POOL EQUIPMENT URE FILTER FABRIC SOFTENER. AND DOWN BOTH SIDES OF THE MODULE WITH THE COVER FABRIG �l J J I I; PLANT OVER/ADJACENT TO PROPOSED SANITARY SYSTEM IN UPLAND AREAS U.5. DEPARTMENT OF A6RI6UL*, 5.ORGANIC MATERIAL THAT CAN RE'iTRICT FLOW MUST BE REMOVED FOR d G' J P 4 a SCALE: N.T.S. TENTED OVER THE TOP OF THE PERFORATED DI5IRIBUTION PIPE. "sr °f,,y�� (� , I (REQUIRED OVER LEACHING FIELDS FOR PROPER FUNCTION) NATURAL RESOURCES CONSERVATION SERVICE DROP INLET RAISED BEDS.THE 501L MUST BE!3GARIFIED TO PROVIDE DEEP CHANNELS PLACE 5140VFL FULL OF 5PEGIFIED SAND DIRECTLY OVER THE - 4 A d ' 'I c0 ° FOR THE SAND.A PLOWED INTERFACE ON CONTOUR 15 RECOMMENDED TO - k, I'Cyv Ci (��J I ~ AMERICAN BEACH 6RA55 AMMOPHILA BREVILI6U_ATA 2"PLU65;PLANT 8' OL. NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION ENGINEER: PIPE AREA ALLOWING THE DOVER FABRIC 70 FORM A MOSTLY _ 5 4'Ord D CJ ���J 4 PREPARE THE SOIL FOR FILL PLACEMENT. VERTICAL ORIENTATION ALONG THE SIDES OF THE PIPE.REPEAT v �,� 74 COASTAL PANIC C-RA55 PANIGUM AMARUM IN STAGGERED R W5 NEW YORK STATE 501L t WATER CONSERVATION COMMITTEE PROTECTION 6.56ARIFY ANY SMEARED 5UB501L PRIOR TO FILL PLACEMENT. THIS STEP MOVING DOWN THE PIPE ry T FILL MATERIAL SHALL MEET OR EXCEED STATE OF N.Y.CODE 10.BACKFILL MATERIAL SHALL BE GLEAN WITH NO ROOTS OR STONES "� 5WITGH6RA55 PANICUM VIR6ATUM REQUIREMENT5.ALL FILL MATERIAL SHALL BE GLEAN BANK RUN SAND, LARGER THAN 2"IN ANY DIMEN51ON TO A MIN DEPTH OF 8"OVER ��( T YO FREE OF TOPSOIL,HUMUS,AND "DREDGING"DIRECTLY BENEATH THE GSF THE GSF MODULES AND FINAL COVER FOR VEGETATION OF 4" TO l SYSTEM. b"of GLEAN LOAM. FRONT/510E VIEW NOTE: RE-VEGETATION (NATIVE PLANTINGS)PROPOSED IN LOCATI NS G� 8.ASTM G33 SPECIFIED SAND WITH LE55 THAN 104& PASSING A X100 SIEVE II.ANY SYSTEM WHIGH I5 MORE THAN I8"BELOW FINISH GRADE AS a 0 OTHER THAN OVER THE PROPOSED SANITARY SYSTEM SHALL BE SP CIFIED AND LE55 THAN 5%PA551NG A*200 SIEVE SHALL BE PLACE BELOW AND MEASURED FROM THE TOP OF THE MODULE SHALL BE VENTED. BY PLANTING PLAN BY OTHERS. PROP05ED AROUND THE GSF MODULES,WITH b"MIN UNDERNEATH AND b"MIN �j I��=�(���� 5 SURROUNDING THE CSF MODULES IN TRENGH GONFIGURATION5. IN BED RHINO BOX DETAIL b BEDRM DWLG m I W SYSTEMS,USE 6" MIN UNDERNEATH THE MODULES WITH 12"MIN BETWEEN Para ft.-WIT-S@ IF A R15ER COVER WEI6H5 LE55 THAN bO LB5 A FIN FL. EL. 12.0' Z MODULE ROWS AND 12"MIN AROUND THE PERIMETER OF THE MODULES. POLYLOK 24"015TRIBUTION BOX 5E60NDARY 5AFETY LID OF DEVICE 5HALL BE PROVIDED. �` 0 PART No.3011-24 G,o O 493 MATERIAL-HDPE TAPER PROPOSED Fill PROVIDE GONERS: Rp ESSIONP� SCALE: NOtE 4'0 5DR 35 TRANSPORT PIPE, DOWN TO NATURAL GRADE WHEN REQUIRED TO BESET AT FINISHED GRADE USE: JEFFREYT.BUTLER,P.E. NO PERFORATIONS • THERMOPLASTIC GONERS - LOCKING, WATERTIGHT, PROP. GRADE AT DWLG 2 � PVC, TAPER PROP05ED FILL DB TO GSF LATERALS, (SLOPE 3:1 MAX) INSECT-PROOF, FLAT,SKID PROOF, BE APPROVED EXT. WALL = EL. 88' VENT PIPE DOWN TO NATURAL.6RADE 18.33 LIN FT(WORSE GA5E), FOR 5EWA5E USE 4 HAVE UV PROTECTION CONNECT TO (SLOPE 3:1 MAX) MINIMUM SLOPE =Y8' /LIN FT MAINTAIN GRADE HOUSE 5TAGK 18.35 LG xYb' = 2.29" = 0.11' MIN 5LOPE 5'BEYOND PROPOSED ETU g J } O (8) LATERALS TRENCH LENGTH = f25'-O' PROPOSED GRADE OVER ETU a EL. 8 7I' Z = CO MAINTAIN GRADE I I O DP ( f c '- � � 'I;�' a ( ' aI 41 ! v 5 BEYOND PROPOSED CfiF b MODULES ® 4 LG EA = 24'-0' PER LATERAL (4 REQ D 4 2 EXP) POLYLOK RHINO D.P. I I I III I I I I I I I z I � � �Sl I I I I i l 1 1 l l I i l l l l l W/RISER A5 REQD I I I � I I NATIVE � } I I L I I i I I I NATIVE I I I I O U- PROP05ED GRADE ® EL. T.5 MAX PROP. GRD ® EL l.5 I I I I I NATIVE I I I I I 1 1 1 1 FILL I I ►� = N O PROPOSED GRADE ® EL. 7.0' MIN r ry kr OVER AB50RPTION FIELD Y,L�f, -I'„ > 24 MANHOLE 118 MANHOLE I 1 18 MANHOLE FILL-\ c 1 I 1 1 1 1 l l l l l l l l l l l lI ^ "I' 1 1 1 1 1 I 1 1 1 1 OVER ABSORPTION FIELD FILL I 11 1 � I I I I III I I I I I I � v O I I I I I I I I I I L I I i I I I y 1/I f I\ I v/ @ I 4k�'x 9i y •,ILx n I I I I I I I I I 1 I i I I I I I I I O � NATIVE V I I I / W � v 0 O i 1 i ' I I ilililili ilil I I I I I I I I I I I I I 1 1 1 1 1 1 I � IIIIIIIIIIIIIIIIIIIIII V I I I FILL O I I I NATIVE I I I I I = z l FILL (COARSE SAND) z I I I I I I I [� (V - -I- --"'-- - •_L (V - 1 L I I-= T.O. DISTRIBUTION PIPE 6.21'1 N I I I I I I 1 FILL I 1 1 I I I 1 � I - � � pli ,' I/ . . ( Iii p�1= 1 I 1 1 1 I 1 I 1 1 1 1 1 1 1 I I 1 I I 1 1 1 1 1 1 1 1 I 1 1 1 T.O. ELJEN6SFMODULE@ EL. 5.G4' _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ O.INVADWLG. Q r i 1 \\ \\\\ \ \\\\\\\\\� \\ \; \` r. \ ELJEN EXP. GSF.MOD(TYP OF ZI i- ELJEN REO'D GSF MOD(TYP OF 4) / \/ \/\B.O.DB = < \�\\\\\ \\ \ \\\O.�NV. ® ETU \\\ \ /\/\\ \ \ \/\r \/\� \/.\ /\ /`\ /.\//,�// - EL. 647 \/\/ /\/\ /\/ \ /\/\ \/\, \. �; y.E. A MODULE\\r\ \\ %\\ \` \\ ,/ /\/ /\/ \/ / I�. ® ETU / / // // / \\ \\ \\ \\ ' /.;/ / / / / / / / // /j,! / / / / / '/ / /\ / /\,:'\�.�X. GRD @ \ I Z v LU _ n Q /\/, , \\�\�\/\�\\��\ B.C. ELJEN GSF MODULE EL. 5.35' /\�= EL. 5.94 /�// /'\//\EL.5 83 / \ \ /\\\/\/ \\/�\\/,= EL, 6.55 \/ \\= EL, 6.15" \\ \\ \\�` / // // /i. - /-\ /\\/ % ` '\i \\/\\/ \% '`o �% :o \\ \ \ \ \\ \`. -\ \\ \\`'�\; j\\\\ \ \\ \\ \ \ \ \ � �.�� �:��® i\/ r r /\/\i \/ \\/\ \,, ;;�\/\DWLG = EL. tb.0 /� Q \ \ \, \\ \\ \ \/\/\�\/\/\/\/\/\/\/\/\�� /\/\/\/\/�/ /\/\ \�/\/8.0. TRENGH ® EL. 4.85 /\ \'� �l \ O.INV. = EL. 6.13 \` \\ \` \ \ \\\ „ \,\\ \\ \\ \\ \ ,r\\ � \ Q:� � � \� /r /i,./ter/�,./ w� \ \ \.\\ \ \� / ///// // //\// ///•//�/ //,< j' \\j\j\\j\\j\\j\\ \\ \\ \\/\\/\\/\\/\\/\\/\ /\\i\\i\\i\\i\\i\ \\,\\,\\.\\�\\�\ > \ \ \ \/ , , , , / /\/\/\/O /\/, 4 5DR 35 XPORT PIPE FROM ETU TO DP/ ' /,, .\\/\ , r�\ �\r\\ \\,\, \ �i - O \\/\ / ////• // �4 SDR 35 015TRIEUTION PIPE /\/j/\/j/�/j/\// ///\ //;//\//�//�\//\//\//' / /�\//\\;/\/ /j. - � � �rrr T� \\4 � SDR 35 XPORT PIPE, Q // � \� : '\//i.\/i'!/\\/j� w � � O /\/\ ,\ \\ \\ \\ \\ \\ \\ \\ \ BOTH REQUIRED AND EXPANSION GSF �\\.���HITM „HO �AT \\ \\ \\ \\ \\ w o\ '�/\\/\/ �/\\/ 2366 LIN. Fr.,MIN.,SLOPE -Ya /L.F. / > ���! /;DWLG TO En) 10.5 LIN. FT. � Q �\ NATIVE \ \ \ \ \ \ \ \//\ MODULES WILL BE PROVIDED UPON /\/ Ys L �\/\/\/\/ /\ w.�j/ / / / / NATIVE _ :� _ \ I - \\j\ \\ \\,�\ \\ \\ \\ \ /\\ \/\ \/\/\/\/\/\/� �/\�8 AND 4 OGLOGK(INSTALL LEVEL)/\//\//\//\/ //\ r� c�' \\/\\/\\/\\ 23.66 LG xYe 2.ab 0.25 MIN SLOPE �jMIN. SLOPE =Y4' /LIN FT ` '!� !'UNDISTURBED/\�'\/ �...� // //.// // // //,, /� \\/\\ \\�\\�\\�\\�\\/\\/\ INITIAL INSTALLATION OF SAN. SYS. r\\/\/\\/\�/\\/\\/\�j\\/\\/\\/\\/\\/\\/ /�-. F \//\/\//\// UND151URBED '// �/ // / INSTALL WITH BUOYANCY ANCHORING /\ „ _ „ = I _ SOIL /%�/\. B- # J O \;�\;\\\�\\\\ \\/\\/\\/\��\\ \ / NATIVE 501E / /< / / / / / / / / / / / / /�,/ / w ,/\/\/\/\ \�\/\/\ SEE DWG 5P2 FOR: \ 105 L6 xY4 2.63 P4 LL N \ \ \/\ \/\/\/\/\/ \�j` ;\� \\/\\ \/\\/\ NOTE: EXPANSION MODULES SHALL BE /\/\/\/\/\/\/\/\/\/\/\/\ / ' \ \ \ \\ SOIL \\ \\ \\ \\ \r - O O /\ \ \ TYPE SP OR SW \ \ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ �, z \//\ j\// // // // /i 'FUJI GLEAN GENIO BUOYANCY GALL.' AND %\0�2 MIN SLOPE Q `"\j /\\j\\/\\/\\'\ 11- /\, x/\/\/ \/\/\ /`. �,/ ISOLATED FROM REQUIRED MODULES BY / /,�/, 1,.�;.�1,1 //////// i / v /• /\� \/\/\/\ 111 \ \ TO BE RETURNED \\�\\ ;y\\ '�7� /'E d \\ LL \ \/\/ \/\ WAY OF ISOLATION VALVES (TYP OF b) /\/BD LEA( BED/EL 2 \//\\//\\//\\ v // Q o� / /� / INSTALLATION DETAIL AND REQUIREMENTS FOR 'FUJI p� /\\/\\�\// /\\//\\/�\//\\/\\\/\\�\Nl\Nxl�1\NB \//N�,\\�,\\�,\�,\\�,\�,\ �,\�,\�,\\�,\\�,\\�\\\\\\\\�\\�\\�\\�/\�/\\/\\/\\/\\/� Q \ \\j\j\\/. \//\\//\\//\ GLEAN ETU GENIO - C.OUNTERAGTIN6 BUOYANCY Z o I \\ \\ \\ \\ �I d- U J O /,\x //\//\ \ \ \ \ \ \ \ \//\ \ \ \ \ \ \ \� o .� ¢�� , �EL. 1.18 T.D. 5M SOIL RIBBON \/\/\/\ /,n I �\,\. \\ \\ � . �, \ \ ,\ \• � � � p �\ ./ /// B.O. TANK� EL. 1.65 O Z L(> r Z z° EXI5TIN6 RIBBONI UNSUITABLE 501 5REMOVED REPLACE UNSUITABLE 501L W/TYPE BL L 5HALL BE AND r/� - ��// 501E 5P OR 5W PER A5TM STANDARDS REPLACED W/SAND GRAVEL ACCEPTABLE TO THEBy law,excavators and contractors bo oughs of New York City and Nassau and Suffolk in the five For safety encouraged to coals as well when planning strongly any Cil 1 ,O`` Q \ \\ \\ \ TO BE REMOVED 5GDHS BELOW THE PROPOSED LEACHING FIELD. THI. f Nr- YOI;K CIV Counties on Lon Island must contact Di Net, type of digging on their roe Homeowners O/ V "� \ ` \ l,Lll)�JJ )111 ll1„ p1b� Not 9 9 99 9 P P PROPOSED SANITARY RISER DIAGRAM �--- WILL ELIMINATE THE BAND OF UNACCEPTABLE 501E ��NG 15�MN 2 1-800-272-4480 or 811,at least 48 hours but no more can contact us directly at 1-800-272-4480 or \ \ \, \ \ \\\ \ \, \ \ \�\/`. �\�\ EL.-0.IS -B.O.'SM SOIL RIBBON /\�\\/\ \! \/\ \/ BETWEEN ELEVATIONS 1.18' AND -0.18'. THE COLLAR than 10 working days(excluding weekends and legal by calling 811,the national call before you dig /\\� \/ /\\/ %'� / /��/� \ i\\/ B.D. EXCAVATION® EL. -O.I B'\\/\r/\/\\'' \\/\/\\ holidays)prior to beginning any mechanized digging or number.For excavation wok completed on INNOVATIVE/ALTERNATIVE ON-SITE WASTEWATER TREATMENT SYSTEM \// / / / / // / / // //;r / / / /' / // / // WILL EXTEND DOWN INTO A MIN. 4 STRATA OF www.dignetnycli.comor www.ca11811.com ersonal ro ert i z PAGE. \/\/\\/\• \ \�\/\/ `\ \, /\/\/\, \; \ \., excavation work to ensure underground lines are maked. P P P y, t is the contractor's /,j, / \\/\\/\• /\ , /\ /\\,\\/\\/\\ \\�\`/\\f\ /\\/ \,\\,\'f\\/\\/\\/\\/, ,\ \\, , ,\\�\\,\\ .\\,\\/\\ \, /\\ \,\ (for other s ates) Excavators and contractors can also submit locate responsibility--NOT the homeowner's--to HIGHGROUNDWATER /.`. /\ ACCEPTABLE SAND 4 GRAVEL (5P OR SW BY ASTM Y CONDITION _ _.__._ _ . ___. �/\\ ` \ \ \ \ ` \ \\\ \ `\\ requests online,through ITIC.If you do not currently use contact Di Net.Having utility lines marked T \ /\\', \\r\\,\�.i i\\i`.' ,\\r r\\r\\i\\i.. /, i\ \ \ \,%,. /\ / \ \; \ \ ` 9 9 Y Y 9 9 Y SCALE: NONE 1J' / // //\//\//�//�//r:/\./'`','' ' / / / rior to di m is free of char e. "" i ' / :/ %�/ ��i/\'/ '/ ��/�'' � "/ / 'i '/ '//'�/�•�,�.' /^ ^ ' �" / ��'/ice/�'/��/�'' '/� //� �. //� / �// ��/'. ST ��) 800-272-� 80 811 ITIC,please call l-800-524-7603 for more information. P digging 9 l (�, (�.� L, 11 �� ' \\j\�/\\j�� i` j/\//\// \jj�j\j/\j\\ i\\r:\i\\/`•\/��//\� ' i (f GROUND WATER EL. -232' PER TEST HOLE 5.bE3 V.F. OF RATABLE SOIL PER TESTHOLE (SW A EL. -2.b29 GROUND WATER EL. -2.32_' PER TEST HOLE I ( ` j i HIGHEST EXPECTED GROUND WATER EL. -232' HIGI-E5T EXPEGTED GROUND WATER EL. -2.32' Qi IRREGULAR SHAPED SANITARY LEACHING BED bi' L6 x 28'-45' WIDE (+/-, REFJof 4 �:ot-tlr,;,� ba,FrlT I SEPARATION DISTANCE REQUIREMENTS FOR CULTEC COMPONENT PERAMETERS: CA5T IRON FRAME AND COVER TO GRADE CAMPBELL STORMWATER LEACHING STRUCTURES AND usE: CULTEC CHAMBER MODEL: STORM DRAINAGE RUNOFF FORMULA: USE PREGA5T COMPONENTS - FIwSHM 6RAC)E 1182 G OR APPROVED EQUAL -rrr-r _ PIPING (RESIDENTIAL): -,,, i, ,i_ =1 I I=11 ISI I -1 I I FINAL 6RADE (2) 3 x3 x3 GATGH BASIN W/ FLUSH INLET o REGHAR6ER180H0 STORMWATER CHAMBER C, o S 5 TYP.FROM " HORIZONTAL SEPARATION D15TANGE5 FOR STORM CHAMBER O.A. 51ZE: 1.33'LG x 36"W x .20.5@14 VOLUME = AREA x RAINFALL x COEFFICIENT N o sQ z IO RAINFALL = 2.0 = 0.I6l (NON-LEAGHIN& 5TRUGTURE5) o NOTE' BLDG,UNLESS N MIN -•- b'THIK GONG COVER DRAINAGE LEACHING POOLS: INSTALLED LENGTH: 6.33 LG ALL WATER LINE5 SHALL. BE PROPERTY LINE = 5 MINIMUM USE INGREASED STONE APPLICATION (ALL GA5E5): GOEFFIGIENT OF IMPERVIOUS SURFACE = 1.0 0 0 OTHERWISE DIRECTED. 4"PIPE DIA.MIN. i� ® COEFFICIENT OF ROOF AREA = IA USE PRECAST AND GULTEG COMPONENTS - A ° a 4'-6" BELOW GRADE. i� © ® I BUILDINC75 WITH CELLAR = 10 MINIMUM 5TOR. VOL. 15 BASED ON INSTALLED LENGTH. P Q � u I s ISK MIN.(A5 REQUIRED) I , , , BED LOCATED AT WEST SIDE OF DWELLING• Q w Q ® o ® ® ® BUILDINGS ON SLAB = 5 MINIMUM U5E: TRAFFIC LOAD APPLICATION WERE NOTED): A Q a o 3'MIN. ® M M ®I 3'MIN. (`7) CHAMBERS IN IRREGULAR SHAPED BED Q WATER SERVICE LINE/LATERAL5NAIN5 = 10 MINIMUM LOADING 15 BASED ON MATERIAL COVER OVER CHAMBERS tx ►� WATER SERVICE I GONNEGT TO ROOF DRAINA6E 5Y5TEM - z � ADJUSTABLE CURB BOX © o ® o ,� ® ® UNDERGROUND UTILITIES = 5' MINIMUM HDPE PIPE: ® ® ® ® 1 TRIBUTARY II: (TL AREA: 6,562 5F) .. DETAIL �BINGHAM a TAYLOR FIG. 51ZE: I I WRAP STR�ruREs WITH SANITARY 5EPTIG TANK = 20 MINIMUM TRAFFIC APPLICATION COVER INCLUDES: SEE ARCHITECT FOR CONNECTION LOCATION -� No.46101 BUFFALO TYPE, FEE] ® � I FILTER FABRIC WE 6EOTEX IN5TALL GULTEG CHAMBERS PER REGHAR6ER 180 HD GULTEG ROOF LDR CONN I I� I� ® ® ® I SANITARY LEACHING POOL = 20' MINIMUM TOP TO BOTTOM. IMPERVIOUS RUNOFF CALCULATION: z COMPLETE OR USE: 4"4 MIN 351,BY PROPER) „ 3 „ GHAMuER SYSTEM GROSS SECTION,TH15 DWG N.T.S. PUMP STATION = 20 MINIMUM 2 DEEP MIN, /q STONE BLEND RUNOFF AREAS: • GONNE(.T CATCH BA51N PER CATCH BASIN SUMP CONNECTION = APPROVED EQUAL. MANHOLE = 20 MINIMUM b DEEP MIN,COMPACT BASE COURSE DWELLING 3281 SQ.FT. DETAIL TH15 DWG 10'-0'DIA. }ION�,q�,eB1 E PRIVATE WELLS = 50' MINIMUM 10' DEEP MIN,g5% COMPACT FILL TO BE IN5TALLED OVER GULTEG BED CONF16URATION ENTRY COURTYARD 815 50.FT. VOLUME PROVIDED: 470 CU.FT. CURB STOP MUELLER 501L RETAINING WALLS = 10 MINIMUM RAISED ENTRY PATIO 4 STEPS 340 SQ.FT. H-15204 OF APPROVED 6ND WTR FUEL 5TORA6E TANKS (BELOW GROUND) = 20' MINIMUM PROPOSED I" WATER SI_RVIGE BED CONFIGURATION INCLUDES: MASONRY TERRACE 8 STEPS 2,355 SQ.FT. BED LOCATED AT EAST SIDE OF DWELLING BELOW TRAFFIC AREA: � �' (COPPER PIPE). EQUAL. TOP TO BOTTOM: TL. RUNOFF AREA 6,562 5Q.FT. (II) GHAMF3FR5 IN IRREGULAR 5HAPED BED V tx GOLLAfR MATERIAL b'MIN. HORIZONTAL SEPARATION D15TANGE5 FOR STORM „ • CONP�CGT TO ROOF DRAINAGE 5Y5TEM P AA (PENETRATION) DRAINAGE NON-LEAGHIN6 5TR IGTURES: b STONE ABOVE GROWN, CALCULATION: of SEE ARGHITEGT FOR CONNECTION LOCATION RATEABLE 501L WATER SERVICE LINES/LATERALS/MAIN5 = 5' MINIMUM 18 STONE FOUNDATION 0625F. x ID x O.Ibl = 1095.85 GU.FT. INSTALL CULTEC, GHAMBER5 PER RECHARGER 180 HO CULTEC / UNDERGROUND UTILITIES = 5' MINIMUM b" 5EPARATION BETWEEN CHAMBERS(LONG SIDE), O" SEPARATION BETWEEN CHAMBERS(SHORT SIDE) AND n- VOLUME REQUIRED = 1,046 GU.FT. CHAMBER SYSTEM GROSS SECTION, THIS DW6 CORPORATION STOP MUELLER CONNECT CATCH BASIN PER CATCH BASIN SUMP CONNECTION N ry o o - i UNDERLYING SAND AND GRAVEL. STRATA VERTICAL SEPARATION DISTANCES FOR STORM • 12' STONE PERIMETER SURROUNDING CHAMBERS o o � H-•15000 OR APPROVED EQUAL DETAIL,THIS DWG o N � N a cov � DRAINAGE LINES: (TYPICAL OF ALL BEDS). WITH APAC FULL BODY SUPPORT VOLUME PROVIDED: 648 GU.FT. �' -L / INSERT SERVICE SADDLE/ IOl. I' SERVICE TO WATER SERVICE LINES = 18" MINIMUM ��. b / PROP05ED DWELLING NOTES: 5ANITARY WASTE LINES = IS MINIMUM CHAMBER VOL: tg0.61 GU.FT. (TH15 CASE) TOTAL CHAMBERS PROVIDED = 18 PG5 EXISTING WATER MAIN I.COLLAR DEPTH 15 NOT REQUIRED WHEN RATEABLE MATERIAL EXISTS FOR FULL DEPTH. VOLUME /CHAMBER VARIES BASED ON BED LAYOUT TOTAL 5TbR.AGE VOL. PROVIDED = I,11b GU.FT. 2.COLLAR MATERIAL 5HALL BE GLEAN GRAVEL ONLY. STONE VOID CALCULATED AT 40% 3. ALL DRAINA6E STRUCTURES MUST BE WRAPPED WITH FILTER FABRIC. TRIBUTARY I: (TL AREA: 639 5F) 4.USE 15" DIA CORRIOWATED HIGH DENSITY POLYETHYLENE MDPE) HEAVY DUTY PIPE FOR POOL STORAGE CALCULATION: INSTALL PER MANUFAGTURE'S REQUIREMENTS INTERCONNECTION OF ON-51TE STORM WATER LEACHING POOLS SEE DETAILS AND GENERAL NOTES, THIS DWG REGHAR6ER 180 HO GULTEG CHAMBER A.HDPE PIPE SPECIFICATION(AASHTO M-294) DEDICATED TO: IN BFI? /TRENCH ARRANGEMENT B. INSTALLATION OF HDPE SPECIFICATION(ASTM D-2321) SWIMMING POOL DRAINAGE STORAGE AREA ,, INSTALLATION REQUIREMENTS FOR WATER SERVICES G.WATER-T16HT JOINT TE5TIN6 SPECIFICATION(A5TM D-3212) 14.0'x45.65' POOL,DEPTH = 5' (IN F EASED STONE AND TRAFFIC APPLICATIONS), TYPICAL,U.O.N (TAKEN FROM SUFFOLK COUNTY WATER AUTHORITY,APPENDIX 3) D.6A5KET 5PEGIFIGATION(ASTM F-477) POOL VOLUME = 3,196 GU.FT. (23,"102 GAL) FLU5H INLET PROP05ED GRAVEL PARKING AREA 4 DRVWY SEE DETAIL FOR INSTALLATION INSTALLATION OF SERVICES -SUBDIVISIONS 23,902 GAL x 0.05% = 1,145 GAL. (160 GU.FT.) REQUIREMENTS, THIS DWG TYPICAL STORM MATER (SD) AND POOL (OPEN GovERJ INSTALL PIPING 4 1/2'DP FROM THE HOUSE TO THE EXISTING STUB VAULT TOTAL VOLUME REQUIRED = 1,145 GAL. (160 GU.FTJ TYPICAL (TIE IN AT AUTHORITY'S COPPER TAIU USE (1) 10 DIA x 3.0 H PRECAST LEACHING POOL ° Q BACKWASH (FRCP LEACHNO POOL DETAIL - INSTALLATION OF SERVICES--EX15TING STREET t WATER MAIN I. INSTALL A MIN I'm 5E3�JIGE LINE ON ll-E PROPERTY,4 I/2 FT DP FROM BLDG TO THE PROP.LINE. (FOR HIGH 6ROl1DD WATER �° 7� o TOTAL VOLUME REQUIRED: IbO GU.FT. (1,195 GALJ , \ \ \ , \ \� 2. LEAVE A I'R15E9R ABOVE THE 6ROUND LEVEL AT THE PROPERTY LINE WITH THE END CRIMPED. NOT TO SCALE �\i/\i\i� /\ . /i\i�;,\i ------- /\/\/\i\ y\i•y\/\i i,;i \ \;\% >: >F BRI �/;. / := :>::.: ,: . i\i\/i\r\i�/\r/i\i\ /\//\/i\//\// //\//\/r\!/ .,..... F TON TOTAL VOLUME PROVIDED: 205 GU.FT. 135 GAL \ \ \\\ \ \ \ \�,\\ \\ \ \ \ \ GULTEG.No.410.FILTER FABRIC , 3. 5ERV.LINE MEASUREMENTS FORM MUST BE COMPLETED d SUBMITTED AT TIME 0 INSPECTION. (,5 J /\//\//\////\//\\i\�j\/\�` IN /\//,///\// �j\//\//�/;//' ;•Y/ \,r ,j ij v i// v v v ./ v \ '` .:: . : ?.. .% _:, r "...,:-•`•\,\\j��\\j�\/ !\/\/\/\/\/\/\/ /\! ✓\\i\\i\\/\\/ \\/\\/\\i: \\r \i \i. \/\//` /i\!!\�i\i\ri\!ice {j' �- ,` .••;• r / / MEASUREMENTS NTS ARE T)WEN FROM TWO(2)DEAREST CORNERS OF THE BLDG TO THE END OF YOUR PIPE i\\/\\i DIVERSION /�i/\i\/\r\ r\/\/ \i;/\\i \\i\\i\\i\\i�-v\� \\i-�i v Y\\/`�/\\/\, ✓ .:� ... '!::.;". ; " ✓�� INE. SEW. INE MEASUREMENT FORMS ARE AVAILABLE AT THE NEW SERV.DEPT. / //// �/ // \//\//\// / \/\// �/,\//\�\!-�/\//\!/\/\// \�/�\� AT THE PROP.L L ;�\,\\\\\\ . \\\\\\\\\ \\\\ \ \\ \ \\\ \\\\\\\\,\\ \ \\\ \ \ \ \\ \;::: c•::::::::• :.::::;•:: ::•: :: •::•::: ::•:;\✓\�/\�/`�/\�. TEE (TYP) /i/i/i,///i �i/i,! /i //i/i /i yi;!r,/iii!i\/i\/i ;\/i!i�/i\/i / ::;.... :':.:'::: •::::.:':•:':•:::::.::• :.;.::::::::•:::::: ::: . /\i i\✓\/ 4. THE END OF THE PIPE AT THE PROPERTY LINE SI•IOU_D BE 10 FT AWAY FROM ANY OBSTRUCTION SUCH AS TREES TELEPHONE POLES CATCH BASINS OR DRIVEWAYS AND SHOULD BE AT A LOCATION /\/ /\/,/ ,/\/\/\ / / : \ N ILDING. / I F ENTRY INTO THE EjU I THE POINT O APPROXIMATELY OPPOSITE '••� /. : / / / b SORES PIN FLAT OR SLOPE TO \ \\ 5. A VALVE D�)5T BE INSTALLED WHERE THE PIPE FIRST ENTERS THE BUILDING. L L WARD•GULTEG I.E. 2.34 :..,. �\/,\� s l\1y/ I 0 F GLE`ARANGE FROM WATER SERV.. MUST MAINTAIN A I OOT b. OTHER UNDER6R01 JND UTILITIES /. ALL ✓� a°a / ET STUBS \ 4 -- XISTIN6 STREET - \ \,\ \ \ INSTALLATION OF SERVICES- E /i/ / / / / /. \ i�, PROP..P IPE••TRENCH•(5EE•DTL••THIS DWG):. .. I. INSTALL PIPE 45 FT OP FROM DR-6 TO THE EXI5TIN6 5TUB VAULT(TIE IN AT AUTHORITYS COPPER /\y\; 31-01 ;\\; TAILJ ° \ y/\//\//\//\ /i\�!r\/i.�i is 2. A VALVE MUST BE INSTALLED WHERE THE PIPE FIRST ENTERS THE BUILDING. SPECIFICATIONS �i\\�` ���\\/\\\�\\\\\ / ;`i I':•:)::::`:•::' :; ::: c:'' .•., I•i\\i �T� M I. TYPE..K..SOFT COPPER TUBING,MIN SIZE I' INSIDE DIAMETER. ��\\i\\\.\\,\\,.t;� ,' ;\ \\ \\�'\\//\�//\�//\�// :"'\%;;. is ::`.:::: i::'i: :'•:.::•:;`:.i.:.;;.: i4.:;::i':::;:•. / F-+�1 O fir \K k�3 h\ a I' :.: ......:..., i��i 00 2. CUSTOMER'S VALVE: �\\\\\/\r\\ \\/ PM�iT�:'::'.':•:.'...'::.':•:.':;::;.::.;::•:::}..a.':•::;'::.::::•. :::;�.,\\\ A VALVE MUST BE INST&LED WHERE THE PIPE FIRST E NTE3R5 THE BUILDING. /\\ \//\\//\\GA�GI� BQ JN•{ HAL \// ///��/\/i ',,% .• :•1 't;: : :'::BA: :: � .#1 ..... 1r 3. PLASTIC,PIPE SPECIFICATIONS: A. PIPE MANUFACTURED AND DESIGNED FOR USE IN POTABLE WATER SY5TEMS CAN BE INSTALLED77 O FROM THE BUILDING TO W/I 20 FROM THE PROPERTY LINE.THE LAST 20 TO THE PROPERTY LINE � MUST BE 'K'SOFT COPPER TUE51%. TYPICAL CROSS SECTION W B. PIPE SHOULD BE RATED TO WITHSTAND WORKING PRESSURE OF ZOO P.S.I.(W/BUR5TING PRESSURE O ro Xa RATED a LEAST 2X THE WORKING PRESSURE) CATCH BASIN SUMP CONNECTION G. PIPING REQUIRIN6 JOINTS IN WHICH A CHE3�iIGAL SOLVENT 15 UTILIZED 15 NOT ACCEPTABLE. GROUND WATER � EL. -2.32' X Z w (BRASS COUPLINGS ARE REMIRMJ TO CULTEC RETENTION SYSTEM O SERVICE LIDS INSPECTION MC6EEURES PPER 15 REQU FROM INSIDE THE BUILLDIN6 TO THE START OF THE PLASTIC PIPE. TRAFFIC APPLICATION r� m -F 00 aLn 00 I. GALL THE DEW SERVICE DEPT.TO REQUEST AN INSPECTION WHEN YOUR WORK 15 COMPLETED.(ONE � w O0 BUSINESS DAY ADVANCED NOTICE 15 REQUIRED) NOT TO 5GALE O O 2. 50MEONE MI6T BE PREENT ON THE DAY OF INSPECTION 3. IF REINSPECTION 15 NECEL55ARY,A$25:00 FEE H)ST BE PAID PRIOR TO THE REINSPEGTION. = tti 4. LEAVE THE TRENCH OPEN.DON'T BACKFILL THE'TRE NGH UNTIL OUR INSPECTOR HAS APPROVED THE V) M SERV.LINE. SfOFIE BLEhJD``;;':.:•`; ;'`.ii•`;%`.:`::'.:;:'{`{:: `::``!•.::•.::`.:.::•.:'.'. ' 71,q5. IF THE SERV.LINE INSPECTION PASSES,THE E.O.THE PIPE BY THE CURB WILL BE PAINTED BLUE. IF f4' : �a�... �. , ' - .515�', . . . , SERV. INSPECTION FAILS,THE E.O.THE SERV.WILL BE PAINTED RM. " SE- L �" 7 ' BASE G _ - r a , 016 7,W 1i REGFIARGER 150 HO GULTEG GHAMBERLUb. PLEASE DO NOT GALL OUR OFFICE UNTIL 4:30 P.M. IF YOUR INSPECTION FAILS. - °� - °. f P IC J!' ( I f CIS( &.� J 7. NO OTHER UTILITIES(E.6.6A5,ELECTRIC,GABLE TV,ETG.)SHALL BE BURIED IN WATER SERV.TRENCH. 7//,77,, '< ''//<ri/ 8�0-272-�}�80 811 FOR TRAFFIC APPLICATION ~ \BASE y,\\i/>�ii METER SETS % ! -\%y -14 \-� CHAMBER DIMENSIONS:CHAMBER 5TA L LENGTH W b 33'g Ig x 205 Y� w AFTER ALL OF THE ABOVE HAS BEEN COMPLETED,GALL THE NEW SERV.DEPT.TO HAVE THE METER SET.WE y �•v.] www w.calI811.co m TRENCH/BED COMPONENTS: F--� MUST HAVE THE HOUSE NUMB�E2 BEFORE THE:METER CAN BE SET. orwww.causll.com TAP LETTERS (for other states) 12" MIN BETWEEN EXT. CHAMBERS AND E.O. BED TAP LETTERS CAN BE REQUa5TED AFTER ALL FEES HAVE BEEN PAID,WATER SERV.HAS BEN E5TABL15HED PAVEMENT SECTION GRAVEL ROADWAY AND THE METER HAS BEEN SET. (MINIMUM THIGKNE55) By law,excavators and contractors working in 12" MIN SEPARATION @ 51DE5 OF CHAMBERS ENGINEE : the five boroughs of New York City and Nassau O SEPARATION BETWEEN EN05 OF GHAMBER5 1/4 STONE BLEND 2" and Suffolk Counties on Long Island must u NOTICE: IF INSTALLING SEPARATE HOT WATER HEATERS,SEPARATE EXPANSION TANKS SHOULD BE 18 MIN STONE BELOW CHAMBER p NE INSTALLED. SWITCHIN6 SERV. TO HOMEOWNER-- THEBUILDER GAN BRING IN A SIGNED APPLICATION contact DigNet, o more than 10 or 811,at least CARD SIGNED BY THE BUYER,BUT IT MUST BE FILLED OUT COMPLETELY INCLUDING SOCIAL 5EGURITY COMPACTED BASE COUR5E 48 hours but no more than al working days MATERIAL ABOVE CHAMBER(BOTTOM T4 TOP NUMBER,DRIVER LIGEN5E ID NUMBER,CURRENT MAILING ADDRESS,AND GONTAGT PHONE NUMBER. IT 15 (EXISTING BANG RUN OR OTHER b" (excluding weekends and legal holidays)prior 6" MIN - LVA' TO 2" WASHED, CRUSHED STONE GULTEG 410 FILTER FABRIC C'O FL T e �� to beginning any mechanized digging or REGHAR6ER IRO HD GULTEG CHAMBER RECOMMENDED THAT THE BUILDER ESTABLISH THE Ar,60UNT AND GALL FOR A DI5GONNECTION OF SERV., SUITABLE MATERIAL) excavation work to ensure underground lines CHAMBER DIMEN51ONS: 36'w X 7j.33'Ig X 205Yi 10" MIN - g5% COMPACTED FILL 11" - 2" WA5HED, CRUSHED STONE * j �1 ALLOWING THE BUYER ONE WEEK TO ESTABLISH SERV. IN HISMER NAME. are marked.Excavators and contractors can b" MIN - BA5E COURSE - BANK RUN/SUITABLE MATERIAL also submit locate requests online,through CHAMBER INSTALL LENGTH: 6.33 Ig �: TRAFFIC APPLICATION: FINE GRADE SOIL BASE - y p TRE%H/BED SIZE: 2 MIN - WEARING COURSE - STONE BLEND ITIC.If you do not current) use ITIC, lease � MINIMUM 45% COMPACTED FILL Uj call 1-800-524-7603 for more information. " GULTEG 410 FILTER FABRIC, b.0" MIN DEPTH FOR PAVED AREA 12 MIN PERIMETER AROUND BEDS SEE COMPONENT PARAMETERS FOR For safety reasons,homeowners are strongly 6' MIN SEPARATION 0 51DE5 OF CHAMBERS GRAVEL SURFACE @ EL. 15.00' (TYPICAL) G p '5 gy 10.0 MIN DEPTH FOR UNPAVED AREA (THIS CASE) X349 GULTEG CHAMBERS LOCATED BELOW encouraged to call as well when planningan 11j" - 2" WASHED CRUSHED STONE A TRAFFIC AREAS type of digging on their property.Homeowners O SEPARATION @ END5 OF CHAMBERS � (PROP. CHAMBERS LOG'D IN can contact us directly at 1-800-272-4480 or by W' MIN BELOW CHAMBER 85% COMPACTED FILL DRIVEWAY/i'ARKIN6 AREAS) �OFESSIONP calling 811,the national call before you dig g' MIN ABOVE CHAMBER t �' ` �^ JEFFREY T. BUTLER P.E. GRAVEL DRIVEWAY AND number.For excavation work completed on 1 4,12' o o r ^ SEE GRAVEL DRIVEWAY AND personal property,it is the contractor's vo a o Z o dJ PARKING 5EGTION,TH15 DWG PARKING SECTION responsibility--NOT the homeowner's--to FINISHED GRADE® EL. +S.O (TYPICAL) N GULTEG No. 4800 EL. 4.22'�/ , • - z //\ /� Q contact DigNet.Having utility lines marked prior , fV /\ NOT TO 5GALE to digging is free of charge. (PROP. GHAMBER5 Loco IN LNDSGP ARE - WOVEN 6EOTEXTILE // (TO BE PLACED ;;:\\i' •;'.; •; ;: . .:: ; ? .••: •: ; • ..: _� DRY WELL APPLICATION: ,\ \ BETWEEN EL. 2.84'\/!.!i\�/\\;:\\! .: .:..:.•:.:•.:...:.:.:..:.:.:.:.::........ .... •...:.....•:..:..:•.•..:.•.::; !i/ice/t,,t, OPTION 3 - Z = [� /\DRY WELL APPLICATION: - ;\\,\\, .,\ c� I- a- \\\\ \\\� COMPACTED FILL ;, /. ,. /� / ; / - INGREA5ED STONE OPTION, O Ir- PLUS\\ \\ \ / \!�; 12 ADDITIONAL BASE 11 1 OPTION INCREASED STONE OPTION AND GLEAN \ O ���;\\\\\\\ ,�, .•.....:\;�\�\;�\\/\���� � 234 MATERIAL � // //i//%/i/,!i ,r\/ii;///i, . // PLUS 12 ADDIT10NAl BASE GRIISHED STONE) ,.\ \\/ :'i: `i/�\\i 5TOR.VOL. GHAMBER+ 24" NOTES (TYPICAL): �\;\\\\\\\�\\\ / :. r/i.' O L / , :•:: , i MATERIAL ✓\/ - a- I.MATERIALS: CONFORMS TO ASTM '\/;!l\'.\//�•: \/i\///i. /n -' \ \\ _: VARIES PER GONFMRATION O LL \ �,\y\\ \ \\ m STOR.VOL./GHAMBER _ ✓\\/ice .... :::\!!\\'- STONE REa'D/GHAMBER A46 GLA55 306 OR 3513 �� 2 COURSE CONCRETE //\�.,,<!�\�i\�' ,:: /\� r� :•::.'•: ..•.:•' - : BRICK OR DOLLAR ;�// \� i/� / �'`•':::::.;::'•:;;:;:;�y\\\tet, � VARIES PE9Z GODFIGl1RATION `� EL. 1.18' VARIES PER GONFI6URATION 5PEGIFIGATIONS ------ \r\\\\!< :.\//�i,��,,/= \\ \\ O O z I.:.,.::.. N 1-- : � , ��%, /%i :`•:•:.. ..:'�,�\ STONE REQ D/GHAMBER: m \\� .::•::•::• • . x.• .� .•:. :.•.���`� �"\,\-`"\� O �, \ \ LOAD RATING: FOR AA5HT0 d HS _, ,\� � :':':•:;:;;::: \\\.�\. VARIES PER GODFI6URATION ,/ . . . . . .,.:.�•:.`?�QNI=:.:.::.:.::.:.....••.....,� ..:.:.:...:. /, E"'+ � � - __-- EL. 2.38 \.\ .� c--•,T..x. .;::. ;cam. 20 _- �.'...•.. . . . . _ m /, moi'::::::.. .::: ::•:•.:•.• \.. \\/ .:i:;.;::' .: .. i{.::: : ;'; ::::::. \\ 20 44 H16HHAY LOADING PLAN VIEW :r::•: ::.•:.:::::::.;..,. \ \ i/ :....N..•.. ..Bios :;: : :' ::::.::.:F.:. .'.... ,t: /i ri w v O GAMPBEIl FOUNDRY OR STRIZ11RP w1H 9_08 R81�1� i,\�ii\\i.(;:'••:•::.:,'..• °.:. (, / / , I Q 34 OR 3b APPROVED EQUAL y,,,. ':•:.'..::::: :.:. ::.:..:.: �.\\< ir EL. O.0 ......:... . .:...:: :..:...:...:..:.:.:..:..:..:... .:. ..: :..:..:..: i/i/ < W (OR APPROVED EQUAL / kA ::::::::::: :': :::'' ::::. :•:::: :12. ::. ./�/ �\\ PIPE OPENING ( \ t:': ::: :•..•.: "^?^ .�. :.: :•.:::.'..::1 \ v•\;. :':•:..:::::::.:. ::;: ;:::::::` : :.:::::::;:;::::.. . / 7 2.CASTING MUST MATCH PRECAST = REBAR) = i�;:irM y:TYP:;:: ::;:::;:;•;:::::';''; .'^C3.': r'_<::;;:::';:T1'�?::1 i \\ \ ".. ` >`".", "`. N W Z B.O. BED S G ION OPENING p TO SUIT - - I Q m EL. OBb' ; ;' B.O. BED A EL. 088' !��? ��\\/�\i���\\� ,�`;�\ I 610 PLAN E T FOR CONNECTION /// EL. -0.32 / / �.� v W o Q 3.2 INCHES OF CASTING MUST m � � To PROPOSED � � /M�AND,REPL.AGE�UNSUITABLi= , \i�� � O RE5T ON CONCRETE FREGA5T. -- %i `i�/' �, W L.I. PRECAST Model No. 5020-B GULTEG 5D.SYSTEMS EL. o.o' \ / SbiL W/j�P/OR 5W J /// % E-+ ��/� �/ / / / / 5-0 OR FULL WIDTH OF BED E Z VO HEAVY DUTY FRAME AND GRATE SECTION %/; Vii? %/>; �/\ GULTEG No. 4101 FILTER FABRIC O o PARSE INSIDE AND OUTSIDE �/� \\� ;\ TOP(MANDATORY),SIDES AND 30TTOM W C) J O i<i\, . _ TYPE 11 GONGRETE 4000 P51 5'-0" OR FULL WIDTH OF BED # - 4" 3'-O" 4" GULTEG No. 4800 WOVEN GEOTEXTILE LL 1.L O O N 4' 3'-0" 4" NMI 3-8 (FOR SCOUR PROTECTION TO BE PLACED O Q 1 L �0 d- 3'-8' IL GULTEG No. 4101 FILTER FABRIC O w N BENEATH INTERNAL MANIFOLD FEATURE AND N TOP (MANDATORY),SIDES AND BOTTOM 68dERAL NOTES BENEATH ALL INLET/OUTLET PIPETS) Q Z 1) O_ O Rechargerm 180 HD by GULTEG,Inc.of Brookfield,GT. O O �1 - - �NOTES Al Rechar•gerO 180 HD charbers must be Installed in accordance with all 24 NOTES(TYPICAL): 3' x 3' x 3' HIGH Rechar O 1&0 HD CULTEC,Inc,of Brookfield,CT. u> All9� oppliccble local,state and federal regulations. GROUND WATER I.MATERIALS: GONFORM5 TO I I. All Recharger(P 180 HO chambers must be installed in accordance with all Refer to manufacturer,CULTEC,INC's recommended Instal latton g„dei>nes. 0 EL. -232' �j Cn Z z A5TM W GLA55 3013 OR ° o ,�A - - applicable local,state and federal reglllatlons. GROUND WATER I'n '-' STANDARD CATCH BASIN o ® EL. -2.32 p 2O„ 3513 SPEGIFIGATIONS a I' Refer to manufacturer GULTEG W.'s recommended Installation guidelines. O d' LOAD RATING: FOR AA5HTO H520. CAMPBELL FOUNDRY a OR APPROVED EQUAL #4 BARS A t l- PIAN - TYPICAL CROSS SECTION 5EGTION 2.CASTING MT MATCH 1. HELCOWPED H STRENGTH ST A 4000 f'S1 628 DAYS. 3'OILER T L j TOP SLAB I a = TYPICAL CROSS SECTION RECHARGER 180 HD CULTEC CHAMBER SYSTEM PAGE: 2.WELDED WIRE MESH ASTM A185. ' PREGA5T OPENING 3.REBAR A5TM M15 6RADE 60. PLAN 3.2 INCHES OF GA5TIN5 MUST 4.ALL PRECAST CONCRETE STRUCTURES MUST MEET AGI GORE AND RECHARGER 180 HD CULTEC CHAMBER SYSTEM INCREASED STONE APPLICATION REST ON ,ONGRETE PRECAST. I` ) r_- _._._..v._...... SPECIFICATIONS 5.ALL STRUCTURES MJST BE MANUFACTURED AT AN ACI CERTIFIED PLANT INCREASED STONE APPLICATION PROPOSED W/ ADDITIONAL BEDDING L.I. PRECAST Model No. 4001-B A COPY OF CERTIFICATION MUST BE ON FILE WITH THE TOWN. 4 51-0 I T HEAVY DUTY FRAME AND COVER ,_ „ 4° PROPOSED W/ ADDITIONAL BEDDING TRAFFIC APPLICATION NOtJ 5 3 NOT TO SCALE NOT TO 56ALE SP4 E'o�arC of i rt1 y, of 4 Glenn Goldsmith,President �QF so(/ry Town Hall Annex _ Michael J.Domino,Vice-President �� 54375 Route 25O P.O.Box 1179 John M. Bredemeyer III 7�ii Southold,New York 11971 A.Nicholas Krupski N ,c G Q Telephone(631) 765-1892 Greg Williams �� Fax(631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD SOUTHOLD TOWN BOARD OF TRUSTEES YOU ARE REQUIRED TO CONTACT THE OFFICE OF THE BOARD OF TRUSTEES 72'WOURS'PRIOR TO�COMMENCEMBEO NT OF.TAE ACTIVITIES CHKED' OFF BELOW INSPECTION SCHEDULE Pre-constructf&,',hfay bal'e'lihNgilt6OClft'1/silt curtain - - - - 1St-day of-construction, - - = - - - '/ comstructed When project complete, call for compliance inspection; - .:o iii oeoy�:; _ i''Ci woT$., '-: - .:j'6ii 4iiei•:_- .:is>i i`iip;. - - :6iii iooy, _ •7iii'iS•'oy �''=���.�::�oed•iiop.. p1Q li ;�o•�44 9PP r41 O/P _ :` 111 // ° ^C1 11 /1 1 °y�� It PI �J°. _ '•0\0 P° .`_.", e,�Qi P J°' :_ •p1i Ppo,,ry 6 t1 PPIr'.�'-....'- •\YO IPJ \QI ►ill°o. •011 1pp... o .1�°4 � y r•i ve)vv nJ.n.nT n r U.n1�.r rr n.�nnvvrvnnr v nUprnnnr r ...k l?.�irr,p!�.g! ;\h�':. s.,.�..�,�r�_,...syr,,azr�srn,r,.�r��•r�.�,,,�.�.��,n a.,f, ,,.f,•:N'.n., _..1,. _3k.nsy.rcnr!.uuyrJ!4'.:'!!CS!'i�. ,Jyr�m.,!n..�irnsr.r..r�u.rugne�, � _e BOARD OF SOUTHOLD TOWN TRUSTEES ° SOUTHOLD,NEW YORK , } PERMIT NO. 9712 DATE: SEPTEMBER 16,2020 ' ISSUED TO: 13350 NEW SUFFOLK AVENUE,LLC PROPERTY ADDRESS: 13350 NEW SUFFOLK AVENUE,CUTCIIOGUE 5= SCTM# 1000-116-6-20.2 t P°Piooa AUTHORIZATION f( ' Pursuant to the provisions of Chapter 275 of the Town Code of the Town of Southold and in 5= > accordance with the Resolution of the Board of Trustees adopted at the meeting held on September 16, 2020, aaP ' and in consideration of application fee in the sum of$250.00 paid by 13350 New Suffolk Avenue. LLC and s' subject to the Terms and Conditions as stated in the Resolution, the Southold Town Board of Trustees agoml°w` authorizes and permits the following: . o°iPPpe 'f - r, r Wetland Permit to demolish existing two-story,3,420sq.ft.dwelling(located 65'from wetlands to north and 73'from - wetlands to south),and 1,885sq.ft.attached deck(located 54' from wetlands to south),and construct a new two- j o? av , story,3,287sq.ft.single-family dwelling(located 75' from wetlands to north and south)with a 2,355sq.ft.raised n 1 p masonry patio/steps(located 61'from wetlands to south),and 639sq.ft.of swimming pool(located 79'from wetlands IF- to to south);install a 144sq.ft.raised entry patio beneath second-story overhang with 14'x141 steps to 580sq.ft.of on- grade paver courtyard; install concrete pad for pool equipment and pool enclosure fencing;install a storm-Water s$oa°et j drainage system of leaching chambers and a pool drywell;install new pervious gravel driveway and parking area; Iliroo remove existing nonconforming septic system located 80'from wetlands to south,and install new UA OWTS ! /" sanitary system located at least 100' from wetlands to north and south; disturb/clear f6,191sq.ft.area for purpose of „r`L za existing dwelling and constructing proposed structures; re-grade using approximately 116 cubic ardsdemolishin of clean sandy fill to be trucked in from an approved upland source;temporarily disturb/clear f6,626sq.ft.portion of r naturally vegetated area to west of dwelling to enable installation of sanitary system,and t618sq.ft.portion of naturally vegetated area to east of dwelling to enable installation of drainage system,and restore both areas with ft native plantings;with the condition that all areas denoted are to be replanted,that the pool be saltwater; and as ,:= oi5`y; ;�l depicted on the site plan prepared by Jeffrey T.Butler,P.E.,P.C.,dated September 9,2020 and stamped approved ai on September 16,2020; and the site plan prepared by Jeffrey T.Butler,P.E.,P.C.,dated October 24,2019 I stamped approved on September 16 2020. IN WITNESS WHEREOF,the said Board of Trustees hereby causes its Corporate Seal to be affixed, and these resents to be subscribed b a majority of the said Board as of the 16 day of September,2020. P Y J �' � `.t:.i �v'i�S' rirfri.•11i`iirltirlrr� �srfufririrrrririrrru rlfeMr�,riAr rvirrrrrirrria iiinfrrtir3ireirrirrfrrrrriir�•vi•vrrir,r, coo YJ rri»rrr i,rlYiri 15Y ii. _ •J/�,vri M1r,rri,rrirriii•rlr it r.it ffr frrifrfrerr rr •jii rr lnl liri ni rlvirrir.rrir5rie it ir4%rtirir f rrtfurr.r u,r�Crriifirn i •r �.•��v rr ll`rV F+•air�i e S •� �..r.,�' � -Z ;\`�,. o ��9 .��` �- _—> .,,�:—',.; o ,i� ,a n•����.�1 _e .�o�p ee. sa/a lee .:mp me;_s•' :Sr Oes:;•• - •..iso OOse:•.' _ ..;�/// Ilse... _ •si6ad 1:�^�' '':`dd°::°°'.�"'� �`ll°./:.!404e�;..••- '..a�e�::��eOI�"• '-•''I�a1�:..°_:°Qty•.. �r v4d/1 t0°1° -:,dal /0°° .,e�°Ioa4�Qy,.. ,, TERMS AND CONDITIONS The Permittee 13350 New Suffolk Avenue,LLC, 13350 New Suffolk Avenue, Cutchogue, New York as part of the consideration for the issuance of the Permit does understand and prescribe to the following: 1. That the said Board of Trustees and the Town of Southold are released from any and all damages, or claims for damages, of suits arising directly or indirectly as a result of any operation performed pursuant to this permit, and the said Permittee will, at his or her own expense, defend any and all such suits initiated by third parties, and the said Permittee assumes full liability with respect thereto,to the complete exclusion of the Board of Trustees of the Town of Southold. 2. That this Permit is valid for a period of 24 months,which is considered to be the estimated time required to complete the work involved,but should circumstances warrant, request for an extension may be made to the Board ata later date. 3. That this Permit should be retained indefinitely, or as long as the said Permittee wishes to maintain the structure or project involved,to provide evidence to anyone concerned that authorization was originally obtained. 4. That the work involved will be subject to the inspection and approval of the Board or its agents, and non-compliance with the provisions of the originating application may be cause for revocation of this Permit by resolution of the said Board. 5. That there will be no unreasonable interference with navigation as a result of the work herein authorized. 6. - That there shall be no interference with the right of the public to pass and repass along the beach between high and low water marks. 7. That if future operations of the Town of Southold require the removal and/or alterations in the location of the work herein authorized,or if,in the opinion of the Board of Trustees, the work shall cause unreasonable obstruction to free navigation,the said Permittee will be required, upon due notice,to remove or alter this work project herein stated without expenses to the Town of Southold. 8. That.the said Board will be notified by the Permittee of the completion of the work, authorized. 9. That the Permittee will obtain all other permits and consents that may be required supplemental to this permit,which may be subject to revoke upon failure to obtain same. 10. No right to trespass or interfere with riparian rights. This permit does not convey to the permittee any right to trespass upon the lands or interfere with the riparian rights of others in order to perform the permitted work nor does it authorize the impairment of any rights, title, or interest in real or personal property held or vested in a person not a party to the permit. Glenn Goldsmith,President *rjf SOUjTown Hall Annex Michael J. Domino,Vice-President ,`O l0 54375 Route 25 P.O.Box 1 John M.Bredemeyer III Southold,New York 11971 A.Nicholas Krupski N G Q Telephone(631) 765-1892 Greg Williams Fax(631) 765-6641 olyCOU ,� BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD September 16, 2020 Robert E. Herrmann En-Consultants 1319 North Sea Road Southampton, NY 11968 RE: 13350 NEW SUFFOLK AVENUE, LLC _._._—_�._.____.____-._-13350-N�V0`S��F6Ll��►'�ENC�E;�UTCAOOOE�-"_�,. ._ __��---."___._�.--__"______�______"�____._ SCTM# 1000-116-6-20.2 Dear Mr. Herrmann: The Board of Town Trustees,took the following action during its regular meeting held on Wednesday, September 16, 2020 regarding the above matter: WHEREAS-En-Consultants on behalf of 1F3350-NEW SUFFOLK AVENUE, LLC applied-to the Southold Town Trustees for a permit under the provisions of Chapter 275 of the Southold Town Code, the Wetland Ordinance of the Town of Southold, application dated February 16,'2020, and, WHEREAS,:said application was referred to the Southold Town Conservation Advisory Council and to-the Local Waterfront Revitalization Program Coordinator for their findings and recommendations, and, WHEREAS, the LWRP Coordinator recommended that the proposed application be found Inconsistent with the LWRP, and, WHEREAS, the Board of Trustees has furthered Policies 6.1 and 4.1 of the Local Waterfront Revitalization Program to the greatest extent possible through the imposition of the following Best Management Practice requirements: all areas denoted are to be replanted; and, WHEREAS, a Public Hearing was held by the Town Trustees with respect to said application on 'September 16, 2020 at which time all interested persons were given an opportunity to be heard, and, WHEREAS, the Board members have personally viewed and are familiar with the premises in question and the surrounding area, and, WHEREAS, the Board has considered all the testimony and documentation submitted concerning this application, and, 2 WHEREAS, the structure complies with the standards set forth in Chapter 275 of the Southold ; :;1 Town Code, WHEREAS, the Board has determined that the project as proposed will not affect the health, safety and general welfare of the people of the town, NOW THEREFORE BE IT, RESOLVED, that for the mitigating factors and based upon the Best Management Practice requirement imposed above, the Board of Trustees deems the action to be Consistent with the Local Waterfront Revitalization Program pursuant to Chapter 268-5 of the Southold Town Code, and, RESOLVED, that the Board of Trustees approve the application of 13350 NEIN SUFFOLK "ENUE, LLC to demolish existing two-story, 3,420sq.ft. dwelling (located 65' from wetlands to north and 73' from wetlands to south), and 1,885sq.ft. attached deck (located 54' from wetlands to south), and construct a new two-story, 3,287sq.ft. single-family dwelling (located 75'from wetlands to north and south) with a 2,355sq.ft. raised masonry patio/steps (located 61' from wetlands to south), and 639sq.ft. of swimming pool (located 79' from wetlands to south); install a -------------144sq.ft:raised-entry-patio--beneath-second-st cLv-erhang_with 1_4'x'f4'-step�s grade paver courtyard; install concrete pad for pool equipment and pool enclosure fencing; install a stormwater drainage system of leaching chambers and a pool drywell; install new pervious gravel driveway and parking area; remove existing nonconforming septic system located 80'from wetlands to south, and install new I/A OWTS sanitary system located at least 100' from wetlands to north and south; disturb/clear 16,191 sq.ft. area for purpose of demolishing existing dwelling and constructing proposed structures; re-grade,using approximately 116 cubic yards of clean sandy fill to be trucked in from an approved upland - - - source; temporarily-disturb/clear-±6I626sq.ft. portion-of-naturally vegetated--area--to-west:-of dwelling to enable installation of sanitary system, and ±618sq.ft:portion of naturally vegetated area to east of dwelling to enable installation of drainage system, and restore both areas with native plantings; with the condition that all areas denoted are to be replanted, that the pool be saltwater; and as depicted on the site plan prepared by Jeffrey T. Butler, P.E., P.C., dated September 9, 2020 and stamped approved on September 16, 2020; and the site plan prepared by Jeffrey T. Butler, P.E., P.C., dated October 24, 2019 and stamped approved on September 16, 2020. Permit to construct and complete project will expire two years from the date the permit is signed. Fees must be paid, if applicable, and permit issued within six months of the date of this notification. Inspections are required at a fee of$50.00 per inspection. (See attached schedule.) Fees: $50.00 Very truly yours, Y � � 4rient, Bo rd of Trustees GG/dd NOTE TO CONTRACTOR: PROP05ED HYDRO-ACTION OPS GNTRL GNTR AND BLOWER PROPOSED INNOVATIVE AND ALTERNATIVE FOR ADDITIONAL INFO: MOUNTED 35' ABOVE GRADE OR ABOVE BFE WHICHEVER 15 HIGHER,SEE 3 MIN SEPARATION MUST BE MAINTAINED , , ON-SITE WASTEWATER TREATMENT SITE PLAN SEE ARGHITEGTURAL DRAWIN65 FOR FROM E.O.DRIVE TO SANITARY COMPONENT GUL GONTROL PANEL AND BLOWER REQ'MT5 AND 14FRAME DTL ON DWG 5P2 s ,•. ;=;. :::Y .. -*' o _ TEG s.D.criAMBERs rn 51 TUAT1= AT: ; 1, f 1 o N PROPOSED PRIVATE RESIDENCE _ -- _ 13350 NEW SUFFOLK AVENUE CUT( NY ZONING DISTRICT: t 0 0 (FOR PROTECTION OF SANITARY o PROVIDE CONVENIENCE 6FI RECEPTACLE: ,'' ro N BY BARNES GOY ARGHITEGT5 COMPONENT FROM VEHICULAR DAMA6E) _1_ T r`-� NEARBY CONTROL PNL (3.5' ABV FIN. GRD MIN.)PROVIDE 20 AMP FLOOD ZONE: AEb I r--T_ _1__ TOWN OF SOUTHOLD BASE FLOOD ELEV: 6.0 -,':' t 9�! -_1 T-- 1 �J SERVICE FROM MAIN ELEGTRIGAL PANEL IN BLDG SUFFOLK COUNTY, NEW YORK OWNER: �" t PROP05ED BUOYANCY ANGHORI NG: L __ TCSr PROPOSED " ' r a 5GTM NO.: 1000-Ilb-b-20.002 b-b-20.002 '' HOLE < 13350 NEW SUFFOLK LLG GRAVEL :`90ARD Q :II ` TEES ;. • PROVIDE(4) HELICAL COIL ANCHORS, 2 FOR CHAMBER, ZONING DATUM: NAVD88 2 FOR TANK,LOCATE A5 SHOWN L1 r MOTOR COURT:. :, PROPOSED I/A ON-SITE SANITARY SYSTEM • LENGTH of ,LO( R SHALL BE 110'-IS'BLW GRD OR Ml UNC SITE DATA: ' YAWN OF S' • 10'LD z AEROBIC TREATMENT PLANT: TOTAL LOT AREA: 8q,1g5 5Q.FT. WHATEVER 15 NECESSARY TO ACHIEVE 10 KIP ULTIMATE a I - HYDRO-ACTION 5ET-N-60 ON51TE WA5TB4ATER TREATMENT PLANT, WETLAND AREA: 24120 SOFT. } :• . DA_ tE<, • SECURE CHAMBER AND TANK WITH HOLD DOWN STRAP o MODEL ANI100 (GRAVITY SYSTEM,DE516N FLOW: 1,100 GPD) UPLAND AREA: 606"15 SQ.FT. `',k ,r; ` ,. ,# ;; S /►� R .,•�� �� `fi':�•;.-:' z z =- Z f AND TURNBUCKLE TO EACH HELICAL ANCHOR •• UNIT INCLUDES: 0%(OP /GNTRL CENTER) W ALARM BEACON 4 (N'SOEC ADJACENT AREA/TOWN BUILDABLE LAND = LOT AREA-WETLANDS) :. . '. `,' ,, ;, ::..' , , : in `n p . . n'+: - • SEE CALCULATION,DW6 SP2 IVM AUDIBLE HORN ALARM(LOCATED REMOTELY, AS SHOW S63°3 l r1 O►'E LINE OF p.C� _ ��� ED.6RVL ���� PROVIDE: LOT COVERA6E: EXI5TIN6(TO BE REMOVED): PROPOSED (DEGAN: PROP. (T.O. Southold): �;,�`•� s 1�.SI ' BOTH REQUIRED AND S - _ : '. ?SED •• 2" U/6 ELEG GND FROM AERATION CHAMBER(AL.)TO OP5 DWELLIN6 3420 5Q.FT. (5.64%) 3,281 5Q.FT. (5.42%) 32815Q.FT, (5.42%) �� 7 WETLAND 100 C ,1' x- tS' EXPANSION LEAGHI N6 :. 2:STY-DWL(5 : ' S( 2 U/G VENT CND FROM PRE TANK(P.T.)TO HOUSE STACK ENTRY COURTYARD N.A.N580 SQ.FT. (0.46%) N.A. • `�n.>t,:. ,r• ., ,,,. COMPONENTS SHALL BE AITAGHED GARAGE ... f ( ,S EXIST, II •• 6FI CONVENIENCE RECEPTACLE NEARBY CONTROL PANEL RAISED ENTRY PATIO 4STFPS N.A. 340 5Q.FT. (056%) 144 SQ.FT. (024%) - ' E' {.; ;, -• ,�t� S3 2 YT #31 PROVIDED DURING 5 MIN Il 1 10' MIN .., ;>=,r. .,::;•, ,. �.. 3 II 1 -r- MAINTAIN REQUIRED SEPARATION DI5TANGES DWG SP2 x . `. i`.:_. +rTr • b i r-=---- 2O f<MP ERV FROM SHED 60 SQ.FT. O.OI% N.A. N.A. •.�6, INITIAL INSTALLATION I ` XX _ _�� / SEE DETAIL DWG SP2 ( ) r MAIN PANEL 1N HOUSE ,, . �. U/6 2"ELEC, �i DECK 1,885 5QFT. (3.11%) N.A. N.A. (a 1 Il 111 n; <� �y - Z �--E E --� MA50NRY TERRACE 4 5TEP5 NA. 255 50.FT. (3.88%) 2,355 50.FT. (3.88%) SITE LOCATIONS - r�' - A A ABSORPTION FIELD AND PIPING: Inlf1'h1 j 111 111 ��xx/; g P w�AIR LIFE y ELJEN 65F GEOTEXTILE SAND FILTER SYSTEM 5WIMMING POOL N.A. 63q 50.FT (1.05%) b3q 5Q FT (1.05%) Ll� g / AG PT ��� C,0 ' ' 2 STAGE BIO MAT W/4'� PERFORATED PIPE LOT COVERAGE: 5,365 SQ.FT. (8.84%) 1,201 SQ.FT.(11.81%) b,425 SQ.FT. (105q%) o J' RAISED MASONRY •• 8 LATERALS I O O O W rt�i z 11 11 {1 MIN �, 5 MIN TERRACE _ � c0 �� O 1 11 I' ul km��' � :. 4 - 4' LG MODULES = Ib LIN FT(REQV MODS) _ �° _`v � 1,01MII- �, .4"SAN PIVE W/.GO:.' • .' 2 -4'L6 MODULES = 8 LIN FT(EXP MODS) LOCATION MAP: PROVIDE AN ESTIMATED ±IIb G11.YD5. OF f v� f `� z B� h�� b I'yil, :.- .AUTO=V�lTd7(AIR'v3lr TIED •• INSTALL IN 25'LONG TRENGHE5 NOT TO SCALE COMPATIBLE GLEAN SANDY FILL W/51MILAR g INT&OL15,E VENT 5TACU SUBJECT PROPERTY CURRENTLY: O- ENHANCED •• 65F = Iq2 LIN FT GRAIN SIZE (OBTAINED FROM AN APPROVED TREArMFstT •• ALL LATERALS MJST BE INSTALLED B SAME ELEV. NO UNDERGROUND 5TORA6E TANK5 EX15T 111� 1 11 << � UNIT(ElU) UPLAND SITE) FDR THE PURPOSE ATTAINING THE POST s'll 1 111 '131, 11 XX lo'MIN PROPOSED MAINTAIN SEPARATION DI5TA1IGE5,DW6 5P3 STORM DRAINAGE 5Y5TEM: ELEVATIONS AT 6RADE 5HOWN IN THE PROPOSED E 1ST. FOUND ,►I�11 � 'I'Illi, ��,I (TERRACE) RAISED POOL • SEE DETAIL ON DWG 5P3 NO STORM DRAINAGE 5TRU(TURE5 EX15T ON TH15 SITE. ALL PROP05ED DRAINAGE COMPONENTS WILL 51TE PLAN AND SANITARY R15ER DIAGRAM. now or formerly NYT #36 4W' I \\ 1 11 1 11 20 MIN MAINTAIN A 20 5EPARATION FROM ALL PROPOSED SANITARY 5TRUGTURE5 AND/OR AB5ORPTION FIELD (formerly Marion Gaae) No!� ILu\ ;uvl �'\ (FOOD �^-�^- COMPONENTS AND PIPING: PROP05ED AREA OF DISTURBANCE: David Terry Gaye f(p { Il {', I Il 11 `�`" " 2'0 POLYLOK RHINO DISTRIBUTION POOL (DP) NOTE: Revocable Trust ,I IIN t t I\ 4wy' • THESE PLANS ARE DESIGNED TO COMPLY W/S.G.DN.S. 'STANDARDS FOR APPROVAL OF PLANS AND � 125,404 5q•.Ft (05832 CIG) 5 + �� U5E END GAP LEVELING DEVICES J> K. Sep �r ' Ji I MAINTAIN SEPARATION DISTANCES DW6 5P2 AND 5P3 CONSTR. FOR SEWAGE DISPOrAL 5Y5 FOR OTHER THAN SINGLE-FAMILY RESIDENCES -DATED 12-2q-2011. UNIMPROVED,VACANT " 't' : • OWNERS/INSTALLERS ARE TO FAMILIARIZE THEMSELVES WITH SECTION XVI.I -6ENERAL REQUIREMENTS, .�° SEE DETAIL ON DW6 5P3 XVL2 - I/A OWTS MINIMUM DESIGN REQ'MNT5 AND SECTION XVI.6 -ELECTRICAL REQ'MNT5. THE AFORE j ��'� VE6ETAAPPROX. 6,141 O E EXISTING NO WATER SERVICE OR WELL 1; 111 11 11, ,', 11 `1 % X�.'� VEGETATION TO BE `\ L PIPING: MENTIONED 5ECTIONS OUTLINE MAINTENANCE AND CARE OF INNOVATIVE AND ALTERNATIVE ON-SITE 0' 51TE PLAN BASED ON ORIGINAL �� h „ '� J� _ J - ~_: "� '" 4" 5OR 35 TRANSPORT PIPE(TYPICAL,U.OXI WASTE WATER TREATMENT SYSTEMS REQUIRED BY S.G.D.H5. ��, DISTURBED/REMOVED FOR DEMOLITION SURVEY BY: G «.,� ZONING LIMIT LINE 4" SDR 35 DISTRIBUTION PIPE(OVER G5F ONLY) �l �� OF EXISTING HOUSE/GONSTRUGTION OF FDX LAND SURVEYING A LINE OF WETLAND 100'SETBACK .. ) PROPOSED 5TRU6TURE5 DAVID H. FOX,L.S. P.G. � ENLARGED SANITARY PLAN PERFORATED,LEVEL) ���� HOLES AT S AND 4 O'GLOGK WETLANDS \ 64 SUNSET AVE. ot NEWYOM CI1�( `�, &'I.01'JG I�RJt7 WEST HAMPTON BEACH,NY IIg1B � LANDWARD LIMIT OF TIDAL PHONE: 631-288-0022 15 15 o 15 30 **INSTALL BOTH THE REQUIRED AND EXPANDED WETLANDS AS FLAGGED BY _ I SURVEYED: 05-lq-2018, 6RAPHIG SCALE I" = 15'-0" SANITARY COMPONENTS UPON INITIAL INSTALLATION** EN-GON5ULTANT5 ON APRIL 08,2014 fir' �: �QST F_I: 800-212-4480 1 811 LAST UPD: IO-o4-2olq ExlsT uP. E5 UTILIZE EXISTING TAP,RUN gc www.dignetnycli.com or www.ca11811.com (for other states) SURVEYORS �� -- = PROPOSED I" SERVICE WATER ` ,1�1, .111, ' EX. �� ? /S/ J` il, = 1t, 15 WIDE 1i, - 11, = LINE,SEE INSTALL DTL,DW6 5P2 .trJ o By law,excavators and contractors working in the REFERENCED DEED L. 11782 P. 340 4 �' - - - . .111, a five boroughs of New York City and Nassau and •rp _ y� RIGHT OF WAY \ A L. IIb44 P. 8b1 9, - - r / \ Ex15TIN5 Suffolk Counties on Long Island must contact DigNet,1-800-272-4480 or 811,at least 48 hours ELEVATIONS REFERENCE) TO - - - e GRAVEL ROADWAY M but no more than 10 working days(excluding NA.VD. (Ig88) 15'W �S73031'40"E `j ur _ EXI5TIN6 HATER Uff MAIN M M WM -5 - TO REMAIN CD weekends and legal holidays)prior to beginning \ _`E- ^ any mechanized digging or excavation work to FLOOD ZONE BOUNDARIES SHOWN \ R W�� 89.95' �- ^ s w O C° ensure underground lines are marked.Excavators HEREON FROM 33q.85 2 EXItiT.6F VEL tq tq i F+1 and contractors can also submit locate requests FIRM PANEL No. 3610360501 H - - - - ° �� w SG.gS' ^ RDWAY TO 'EMAIN S�7°2 , ° , „ y � N EX15T. online,through ITIC.If you do not currently use ' �� S73 31 40 E A ac 4 00 n �_ 5-13 2410E , -�p O i/` U P X33 O ITIC,please call 1-800-524-7603 for more LAST DATE: 05-25-2004 ° Ex15TIN6 GRAVEL x ,� `13' F 80.00' _ - N I-�-I O ' =7-- information. v �y r0.',. ROADWAY TO REMAIN - - �`_ �-- �T� �/ 5-13°Z�I'IO"E�� I HT1 tD `\I' � \ '•• EXIST. ��\ �_ �� �� 5-13°24'10"E 43.85' Ex.wM �/ F��-]I � � OI , E.O.EX.5TO14E RDHAY ZONE AE(6) O - O a 0 EX.UTILIL #3 A _ 4 �_ Z LOIS LANE N 5O O1/ PROPOSED lD Q For safety reasons,homeowners are strongly ,(�, p encouraged to call as well when planning any type �'" z rn r- POLE N - EROSION CONTROL MEASURE X z IL �' WETLANDS _ PROP. P ;�•'• z of digging on their property.Homeowners can �� -t TRIBUTARY I FO �� EX EL ROp E.O. INSTALL STABILIZED O contact us directly at 1-800-2724480 or by calling N III. EXIST, \6; d _ O ANKS MTF � Q' ` GLR6 :, ::.;'::; GON5TRUGTION ENTRANCE l 0 Q 811,the national call before you di number.For # PROP05ED i5 1 .'• Lf) excavation work completed on personalproperty,it LIL 3� \oc ,, ' r^'. :� " EDGE OF SEE DETAIL,DW6 SP3 Q 00 P p t1� POOL DRAINAGE SYSTEM ,- "o", t 515D �. W O = is the contractor's responsibility--NOT the �J► , �L., -� 1 ¢ RVIOUSESRgy .. ` E'ISTIN6 PROPOSED w I - 10 0 x 3 L.D.POOL SAGKWA5H u Ea.Ex nn// o- homeowner's-to contact DigNet.Having utility lines `'y l MOTORGCURT 5Jk.. . CLEARING EROSION CONTROL MEASIII2F LK_ tr 00 •j F ACHING Poo P + CLEAR N6 '. <' marked prior to digging is free of charge. 6i ) L( �) N i l ••AhID:DRI O � ,Ill, N - 5 - Yk�11Y..' : :. '',.• ;r• ".4 :... ..`:•'..:' ': `:''.: INSTALL INLET PROTECTION ON ALL SEE DWG SP4 FOR INFO. r -' OPEN COVERS,SEE DTL ON 5P3 = N PART OF TRIBUTARY II � f��� + o � � � •.�zpviDE'cori�IOt1 �� .. t•. � •�� ='' "•` ':raG'•' LANDWARD LIMIT OF TIDAL PROPOSED PRECAST /GULTEG UTfL:.TREWH,': . �.'�3•Q``y _ Q N m WETLANDS AS FLAGGED BY ! STORM DRAINAGE SYSTEM - E �A%-� - + :: ;:5fE DTL,DW6P.3.;••'..: : ... : = '.. : . ! NOTE TO CONTRACTOR: W EN-GON5ULTANTS ON APRIL 08, 201q - +� I -3'x3k3'CATCH BASIN W/FLU5H J 51 I FI \ PROP05ED GONTRAGTOR TO COORDINATE WIT14 J PRIJ?DSEt .::.:•: 5 / �o tsl \ POOL GATES ARCHITECT FOR LOCATIONS OF ROOF w I r, (T)GULTEG 180HD CHAMBERS -� + + + tp GB + 7 :. cn :.:::• . :144: RAySEQ UTA . . Y : : z \ z SHALL BE DRAINAGE OUTLET FOR CONNECTION F- It T STORAGE VOL PROVIDED: 410 CU.FT. �jtI i � `'' ENTRY-PAT10• •{:': .�. ♦ +T P r /y Aft" : "` ::' :' ;•:. \ + 1 5�F-GLOSIN6 AND TO PROPOSED CULI>�DRAINA6E 2 EX STONE p SEE DETAILS d REQ MNT5,THIS DWS d 51••... :. d•QTY•�/RNN6. •r O \ " �' HAVE A SELF LATG STRUCTURES(TYPICAL) 76 , - - - ROADWAY �r� SEE ARCH FOR CONN.LOG TO </ + 1- Al - 1 I4kt�F',5TEP5: �' - so + OEM O cn = ° : �: _ - 'WM WM -� TO REl1AIN RLYJF DRN6 Ol1TLET5 + + + + t 4 o+ + (TVP 6 EXISTING WATER MAIN LOIS LANE \�°' o Io MIN - _- o' 11 g5' EXIST. 1 1 + + r-r -I- 22.0' :9' �. ::�•••_ �- _-� '1 F-I o '( f 7 5-13 ,31'40 E S$ °� LIL#33A'�� \_ 15 R16HT OF WAY - - - - - . - =S•9, _ SD L I L 11L 1 4 PART OF TRIBUTARY II A WAY TO REMAIN ° - �� f rl�1 LOIS LA. EX STONE ROD 38 i E o - �`f 513°24'10"E 513°24'10"E EX15T. (w ' PROPOSED PRECAST /GULTI=G � L_ -, _ �: / 250' / I I I I I I \ STORM DRAINAGE SYSTEM - EAST ENGINEER: 43 13 2410E �i h 80.00 Ex. MIu.P. X33 -'--.-i 5 50.01 4385 f:t ; , j ` (+ + -�- -� RBLF? .; 580 5F ONf�RADE / . +\ + 58.4 , J Th /.:.. �R3 EEMAIN�Y �� y \ (� ' + + + + N ° ^' PAVER DOUR ARD / 16S' I -3'x303 CATCH BASIN W/FLUSH INLET •----- Ex.UTIL. D / - L/] { + (proc.r: G.FL.EL.® �„ TY o POLE O EX.ELEG._ N now or former) , . HOLE b5 : ..•. o, •v, sr' + + (II)GULTEG 180fiD CHAMBERS OF N METER - I� Fx G rn \.:�•�'�5' 6.34 ASL N PROPOSED r I I�l I L �� { TO 13E REMOLD Q\ Ern(-.',[Gaye,Ncricy + + + - d•' ,.. *� • ' / 2-STORY DWELLING EA. �- LIJ L J ! STORAGE VOL PROVIDED: 648 CU.FT. J- C O MarSchecn,Barbara I:E O + REG-PINTS, O W Mcrtin s Paul Brem < 4A �: W/ATTACHED 6ARA6E c7CD + + + ... + + y + ` . . : : 'y:.` �x LLR6I I 1 SEE DETAILS 4 THIS DWS +j + + + Iti FIS 0+ S ' ':':' ,' ., �� • 8 BEDROOMS - J I + ( SEE ARCH FOR CONN.LOG TO ROOF DRN6 OUTLETS ......... _ SURF/�GE WATER w1fHN + •O A.`LEAGH + Q - T2nd FL OVRHAN6 ABV `� III / * C� o / 15E. / Vt 300 HET ELF PROPERTY tAb + �,rt'' - / (CRAWL SP.FND) I I 1 ,, r 1� Ex. BRICK,wr,TBR _ ro WaLy wnm�Iso�T �� / 3 7 S.F. L �'!�4 .�, PROPOSED DISTURBED AREA ?�'- - _ O + + + _�- /16.0' 36.0' ,� EDGE OF / _ _ / EXI5TI116 EDGE OF OFtt ?' . �' '�'?S?. ;'! `'� �1 + + + `moi / FFLPL.B 120'ASL � 2 '• � <• TO BE REVE6ETATED: m � 1 �� Tri + Y' HATCHED AREA APPROXIMATELY tbl8 SQFT.AREA TO ZONE AE(6) EXISTING C� _ _ STOI m DRIVEWAI' EXISTING ItfFWED- 1 \µ ',�� ® �j ' / / 160'/ _ MWElia ` _ PROPOSED BE TEMPORARILY CLEARED/015TLRBED FOR STORM �` c� GLEARIN6 .. 26.5' To BE REW2RKEo CLEARING cp N ' \' +'1 , MAX i�/%� + + , ? ` O a' r �I+A �` +' ' +i� CROSSING CR / PIO�?OaEt7 •'. ?4 14.3' ° I DRAINAGE 5Y5TB1 INSTALLATION AND SUBSEQUENTLY ,p �ul / �y +:��� 6 4' RESTORED WITH NATIVE VEGETATION a + ' X�' �j' + /SEE DW S I (SEE TABLE ON DWG SP3 FOR PLANTING SPEGIFIGATIONS) ^ ION O P� N 9 R;415EL?MASbNRY. \ TEST I N ' , + {11{F ra�`( /. Y 4 q ]ERRAGE $.STEPS' 'T v JEFF BUTCER,P.E. m EX WD HALK ; ,. 11 it I Ov 3n /�f T + + + TO BE REMOVED i 11l I zu < + _ _ I I +TEEM CRARtL+GL AEE AN 2E+ST+OI�E ��AT1VE HOLE > I + a + 1 AREA:'.2;355'•SQ:�T: '•'. • . '•'. '.'. '•'. '.'. '.' o Y l WD �P EX.AG _ d ' y\ : 311.}1-111 + ! / �_ + `'� ` u; PROPOSED 6�TATtON ANPLG ME T OF EXI TIIN6 GD i I I"1 #t C[j 2rd'P� CnfRHAII'u'IXBV � POOL ENGLO5(1RE + + + + + + + (� UN1T5 TBR I �'i H 1 ?', 11- ; g +\ I+ R >N• +TRE 6 NE ALI R) ITN NOTED RE ;r4 24 PROPOSED DISTURBED AREA U - y. �' 1 POOL FENCING AND 6ATE5 � � � O + J - EX PROPANE _ ,� X18' 3 • TANK To 81 b' TO BE REVE6ETATED: ® " +ETu Ib r �� '� ,� X 5HALL COMPLY WITH NYS. O �i '+ MAX _, " 6 'C' ' a' E.O.E J RESIDENTIAL CODE tI70L.F. Z = ?..•�; `:. ,;. BE REMOVED. HATCHED AREA APPROXIMATELY*626 SOFT.AREA TO + ti . , O 14.1' EX 0l713P -n f��-1' r C PROP. RAISED POOL - / o Z {- 2 STY FR.HOUSE t 6ARA6E `p BE TEMPORARILY CLEARED/DISTURBED FOR 5EPTIG 5'MIN ' A< AREA+ 63Q SQFT. / b / -SECTION A6105 Q s+I�I-IRR To ,� ► 1 \ '� -r .. � LEGEND: TO BE REMOVED 11.2' v I SYSTEM INSTALLATION AND SUBSEQUENTLY RESTORED (P) 1-1H' �HI' NN i o (,&,,0 W Iv BE REM,_WED WITH NATIVE VEGETATION POST `�i'1 _\ 111�`I N ` -I TOP®II.l5'ASl. 4rj j05 �,0• O �PICL. L 72� --`- 1 111`1 1` rn \ 1+ +\ + EOL ff 6.25'A.S.L. Pte' V7 PROPOSED SANITARY I/A SYS: ►-� (� 14 I' m_ F RGN J (SEE TABLE ON DWG 5P3 FOR PLANTING SPECIFICATIONS) I1_I 1 I Il II - J Hi r'1+ INH'; HI n1 - t Y^ CSI O COVER TO 6RA0E 1 O I�- 15 TGR lv )_ HYDRO-ACTION I/A OWT5 N O 2nd STY 2nd STY + + TM'O+RARtLY + + \ 1,I:,p TI{ 1 g,i. J�- �� p`CE M H �y, "' 1 ® _ E.O.EX.GLEARIN6 G 0 fQ O YDRO ACTIO �T� N G+LE R+E AN fE5�T0R+FD+W� a r 1 11 '1 - x1111 �1 HNc o E.0 EX. ` f �O �1" 6 ....• DELI:TBR / DECK TBR '. + FYI u / +` INC -AtIIVE�G TATI0 ARA /1 I + \I IIH01\ IIAJ <c -� Eo Ex 6LE �i E06E OF e ' �I "' i s� 6EOTEXTILE SAND FILTER m OOD DECK E, 1 � � UTA 1-'r)'f"ii, i7 �,s 3 �p r i i i i i i; (65FJ CI� v O ) ,•' t \ 1 1 �1 / l,( GLEARINO �r-T-T°-T-T-1� EXISTING \ _ �� r /b ... '� X.BRICK •'•� - TO E REMOVED P1ALK TO ' + ::;,rt / pR1Nr7 P v L�1���1�i.�J, 1 Q GLEARIN6 i Op GSE p � a � ,0 90 �' � � / IN 4 WIDE TRENCH BE REMOVED > < W I O LE EX. WD KA K 1.h �/ D a `� Q-. p - BE .EMov D \ TEST HOLE `,' + pcGHiN6.FIF7 ;=© ' �nf ZONE PROP05M5TORMWATER5Y5TEMs �I W z now or former) ' ':�_' _.. . CIL- ZONE �o ��� PRovID®BY: ,\ - r/ PROPOSED I"m POOL WATER /�� AE (8) , ��V`t r-_T_T_T GULTEG 180HD CHAMBBR5 ``�+ W PoAd Terry Ca e ^ . \ �K C - _l] ` 9 Revocable Trust `,' �' , \\� °K� MILLER ENVIRONMENTAL GROUP � ( ��� ,,� �"`� -6 SUPPLY LINE TO POOL EQUIPMENT ���-�1 / ` � I Af>pLIGAT��� � z } I y A AE(s) \� $!� 538 EDWARDS AVE,CALVERTON NY EA. 'TEMP.GLEARIN6 s /� G. V`f °D;I W (fcr mrll Manon GaSe) J , `� �/ Ogj PERFORMED ON: 10-30-2019 0 -' y / °11,1 $Z ... .ti" /• IN 5 WIDE TRENCH Z O uf�MPRovED,vAGANr �' / 00• , _ � 6�2' POOL EQUIPME T ON �' CJ$9 66�� �$ G°� 3BA51N hl/FCLUSH INLETAST e � J O tT PID WATER SERVICE OR WELL / 1 15 �� L/) (�[ O �L 1 4 THK P.G. EQUIPMENT PAD, .� BY REMOVAL PER SGDHS REQUIREMENTS EL.4.18 0.o Lo BELow GRADE -Q SEE DTL, DW6 5P3 LL Coil t (5EE BOXED NOTE, THI5 DWG) 9° 1 , \ MEDIUM SAND BROWN C) �r, W �$ �� (5 6 \ .. , ti TIE LINE ALONG APPROX.H WM. O DOVER TO GRADE /"-\ PRECAST 10'( ^ \ ! EL.3.18 �� < (EQUAL TO TIDAL WETLAND BOUNDARY COVER BELOW 6RADE (` '` ~ LLL. � � 6 I.O -2.0 BELOW sRADE � �- 1 POOL BACKWASH W N MEDIUM SAND-BROWN ,t \ / LFJIGHING POOL ft•' _' AS DETERMINED BY EN-CON51JLTANTS IsWJ $_ o ZONE X ON 04-Ob-201q) ABANDONMENT BY RE=MOVAL: ZONE X ul 0 EL.2.18' 2.0 -3.0'BELOW GRADE Nj, o o ;.' t p oC Z LL O REI VIINN6y LL RREEM S DUAL 5EWA6EBE NED BY WA5TE5 BY COURSE/M137.SAND �" p X' O O O A LICENSED WASTE HAULER,REMOVING THE W MIXED GRAVEL(SWI t� / ENTIRE STRUGIURE(5) BAGKFILLINEi WITH r.:.:+' LII C� F1.1.18' F•LI 3.0' - 4.0'BELOW GRADE W a m o SUITABLE SAND AND GRAVEL MATT=RIAL,AND s' ry EXISTING,SPOT ELEV: x6.0 - M®.TO FINE SAND, � O PROPERLY COMPACTING. DARK BROWN W SILT(5M) g .- \ -� EXISTING CONTOUR O Q EL.0.18' 4A'-5A'BELOW GRADE ,a (`� TO BE REWORKED: O -� '. x.. ., - a r . e •.- R. ., z a. 1 li 'Y. -.. .._ ..- .. • ...... ....... ZONE AE(8) MEDIUM TO FINE SAND, ZONE AE (8) (, l; ;I b x EL.-0B2 BROWN(SW) !;t i.J EXI5TIN6 CONTOUR: �'1� �N 5A b,0 BELOW 6RADE SEP 1 1 2020 1 - 6- - PAGE: _ �S4°3 P4015T COURSE-MED.DARK now or formerly PROPOSED PARTIAL SANITARY SITE PLAN � 1 N73°51'43"W 114.08 5� •16 EL.-IB2' GRAY SAND(srU David Terry GaSe �I I_ __ "_., ____ PROP.GORTa� 60 7A BELOW GRADE Revo(.cble Trust a 20 10 O 20 40 60 8 TIE LINE ALONG APPROXIMATE H.W.M. 6NO WTR 6 EL.-2.3 ' NoI5T TO WET (formerly Marion Gase) x GRAPHIC SCALE I" = 20'-0" (EQUAL TO TIDAL WETLAND BOUNDARY ? (� X -" - PROP.SPOT ELEV.: x8.o SITE PLAN - DEMOLITION PECONIC BAY AS DETERMINED BY EN-GON5ULTANT5 EL.-2.82' COAs RAND,M , ,/° ,i,,� 51 .1 O ON APRIL 08,20R) 3� T HOLE GROUNDWATER ENGOl1NTE3RH2 o EL.-232' N73°51'43"W 114.08�� FINISHED FLOOR ELEV.= 30 15 O 30 60 /,',' r 90 HIGHEST EXPECTED 6ROlJNDWATER® EL.O.Q2 .� PECONIC BAY SGDH5 APPROVAL AREA: GRAPHIC SCALE !.!t'I" ='80'-O" � .FL.a.. of 4 - o o (2) 2x8 x (LENGTH TO SUIT) AGO PUMP/COMPRESSOR POWER CIRCUIT �.\ ;,- - - - - - - - - - - - - - - - - - - - - - - - - - - HORIZONTAL OR055 MEMBER C7 6 Il o (TYPICAL) USE (6)V0 5.5. LAG BOLT W/ PROVIDE 20 AMP BREAKER ..J1 MI o o GFI REGEPTAGLE (NEMA 4 BOX) 5.5. WASHER® HEAD IN MAIN ELECTRICAL PANEL LI LI B K B K BILK SPI SPRAY P�RAnN65, N 0 AK-080917- 1 (TYP A EA. POST) IN EXI5TIN6 BUILDING FOR a5 ®•'® ju 1 4 x 1 2 PROPOSED I/A OWTS PUMP 3/4HP 6 115V tv NSIDE LID VIEW (1) 2x AGO TIMBER SHELF x I/A OWTs N N wHT �., WHT n Moron 15D FLA. ELECTRICAL O O DEPTH TO ACCOMMODATE BLOWER ELECTRICAL. z I 6 F-1o NOTE: ENCLOSURE (1) 2x4 AGO BACK BOARD CNTL PRL IU C82 M2 GSR 6 LOOPS I SCHEMATIC o a ON ON ON ON ON a — uFE HINGE TO THE RIGHT LENGTH TO SUIT 'H' FRAME 1 12'x1 x 141, o T O B K B K B K RPI DIAGRAM z zo o a v ® o a R Ln RpUMp PUMP 0 115V 5: A ° OFF OFF OFF OFF OFF ll,, l I Y() ( >l • • PUMP 3/4FIP 115V Ib z i dz �Y9 z iY�a i — — ai x m x Z • • P WHT WHT MOTOR 15D FLA ��:c X03C34CB5STAINLE55STEEL ANGLE FOR ® � FLOAT SWITCH TO BE RATED PROPOSED 2x SHELF SUPPORT > GB3 Mg I I l U 2 AMP AT L DI MINIMUM. - _ ,n MAIN PANEL DISCONNECT Z B K �� B K B K MUST BE PROVIDED BY 0---�---C� �—�' MPI RAn MDE PUMP3/4HP® 5v INSTALLER. FIELD WIRIN6° ® THE CONTROL PANEL BOX I(OTS: WHT MOTOR 15.0 FLA MUST BE A MINIMUM OF 60 G " ' ,r " ' " , MU5T BE PLACED OUT5IDE ON FLOAT SWITCH TO BE RATED 2 AMP AT 120V N COPPER WIRE. DASHED t� A SUITAELE PEDESTAL WITHIN I — MINIMUM.MAIN PANEL DISCONNECT MUST BE LINES INDICATE ITEMS NOT to a OEJ ; °� D e a "LABELS ON OUTSIDE OF LID 4x4x8'L6 AGO TIMBER P05T VIEW OF THE 5Y5TEM THAT IT PROVIDED BY IN5TALLBR.. DASHED LINES III--O CONTAIN IN THE PANEL. `S- 17 --------� �---------� �-------_-� MINIMUM COVER 36" BELOW GRADE SERVES-CPTRL GNTR AND INDICATED ITEMS NOT CONTAIN IN THE PANEL. � GB4 � � � 2i Ms ,�� M� �7 :aRhIa] 4 11ITA��71��7 11or� ' REQUIRED TORQUE FOR TERMINAL EILOGK SGREWS I5 -fit .•-1� REQUIRED TORQUE FOR l q� ; I �� ��� ' INGA5ED IN POURED CONGRETE IN 12' BLOWER SHALL BE MOUNTED TERMINAL BLOCK SCREWS 15 ° N z na z a rs ,L_-_======� !L---=-__-=II 35'ABVFINISHEDGRADE m Ib IN-LB5. FIELD WIRIN6 MUST BEAMINIMUMOF GRY GRY C,1 COMP.RATIN65. ry O c°v O U DIAMETER 50NOTUBE. (TYPICAL) I (Wf+NG OR ABOVE BFE, 10 15 HIGHER. I 60°G COPPER WIRE. COMP 114W 6 115V 16 In-lbs. O o cv 0 0 a a o o WHT : Q : tv O N MOTOR 5.4 FLA. N t L c NOTE: ALL MOTORS MUST HAVE ��� U INTERNAL OVERLOAD GRADE PROTECTION. H{ P1 N RP1 N P1 N l N 1 2 3 4 5 6 . �L�(®O Gi6G"� Alkt�� ���9 � L�FfQPtd� I 2 LR1-Ql FE-14­16 ® e ® PUMP) PUMP) U-jvp) / a° /�// // / a° / // BLU RED/WH oo�� �ot���� \ \ I \!\/\ \ WHT MI \ P1 N RPI N P1 N C1 N 1 2 3 4 5 6 BLU I 2 LRI-Q2 PINK/WH \ M2 WHT PINK" A REGIRG RUNNING CL 4 w w q a a a a a a a Z rr -- -- ------- - - - - - I I I I a a o o 3 BLU YEL/WH M3 WHT 2 LRI-Q3 - - - - - - - - - - - - - - - - - ----- O O o o ° III ° III � � � YEL/HH MIXER RUNNING LJ LJ_77-1 1­��::=) CONNECTION DIAGRAM BLULI LRI N wHr REQUIRED TORQUE FOR TERMINAL BLOCK SCREWS IS 18 to LRI-04 4 -t 4 4 -1 4 BLU REDI6klv PLG INPUT PROPOSED 1H1 FRAME DETAIL BLU A5-I PINK Y w r m (STRUCTURE FOR I/A OWT5 CONTROL PANEL AND BLOWER MOUNTING) BLU 5 6 RED RllN AUD. ��•/ 5GALE: NONE HYDRO-ACTION ATU ALARM m m CONTROL PANEL REQUIREMENTS: HWA MUTE oRG BRN W 00 oR� o I. THE CONTROL PANEL BOX MUST BE PLACED OUT5IDE ON A SUITABLE BLU NEW 20 AMP, I POLE BREAKER PEDESTAL WITHIN VIEW OF THE SYSTEM THAT IT SERVES. CONTROL TEST DEDICATED TO HYDRO-ACTION FROM UTILITY """"" CENTER AND BLOWER SHALL BE MOUNTED 35' ABV FINISHED O CONTROL PANEL PROVIDER l;iji!! GRADE (MIN) OR ABOVE BFE, WHICHEVER IS HIGHER. O HT W d } � ? IIS"'„ LIGHT 2. EXTERIOR PANEL (NEMA 4X 5PEGIFIGATION5) PLACEMENT ENABLE-5 m 1HYDiRO-AG20 VOLT, �OR GOIRTROL PANEL INCOMING CE TO oRc ���� ' R� �'K REDr z ,� THE 5Y5TEM TO BE 5ERVIGED AT ANY TIME ELIMINATING THE NEED X kD Q (2#61*6 IN I"PVC,PIPE) SERVICE TO ACCESS THE INSIDE OF THE BUILDING. O NETRVICEB 3. THE CONDUIT MUST HAVE APPROPRIATE SEAL5 TO PREVENT GASES M� m o BY OTHERS) AND 1�015TURE FROM REACHING THE CONTROL PANEL OR JUNCTION BLU ENABLE �'`'� O w 00 4. 5Y5TEM SHALL BE EQUIPPED WITH A FUNCTIONING WARNIN6 SYSTEM I 2 YE I1 PLG INPUT O= o HYDRO-ACTION HYDRO-A,GTION UTILITY WHICH WILL ACTIVATE AUDIBLE AND VISUAL ALARMS THAT CAN BE W1 = CD AERATOR I/A OWTS MAIN BUILDING SERVICE READILY SEEN AND HEARD BY THE 06CUPANT5 OF THE BUILDING ELECTRICAL GIRGUIT BREAKER METER SERVED. OVERRIDE cn � CONTROL PANEL PANEL 5. PRESSURIZED SYSTEM MUST BE EQUIPPED WITH A CONTROL PANEL BLU YEL w 12'i1 x 10 / °� \ WITH MEANS OF CONNECTING A PORTABLE GENERATOR TO 3 4 GSR I2 PLG INPUT w OPERATE THE SYSTEM DURING A POWER OUTAGE. 65R WH INK ~ °\ I4 PLG INPUT ELEGTRIGAL NOTES: EXISTING 5ROI1Fb ROD 1,184 AL. ° ° w I. BURIED ELECTRICAL POIER.CONDUITS SHALL BEA TIME DOSE TAN I7 PLG INPUT f--� MINIMUM OF 24 INCHES BELOW 6WE PRE-TREAT ENT TANK 0 2.ALL ELECTRICAL WORK TO BE PERFORMED IN _ BLU AGGORDAHCE WITH NEG. o to DEMAND ENGINEER: ® SEPARATION 015TANGE REQ'MT5 FORTANMH ELECTRICAL ONE—LINE DIAGRAM ° N 5ANITARY 5EPTIG TANK5. I/A OWT5. RUMP 5TA SPRAY 0 PLG INPUT �oF NEwY OR MANHOLE RESIDENTIAL): '� 5GALE- NONE _ - Q' `� T O �6�j' ,�' MIN. HORIZONTAL SEPARATION D15TANCE5: B1 W1 A. BUILDING W/CELLAR = 10'-0" I/A OWTS UNIT SIZING: B. BUILDING ON SLAB = 5'-0' ° 2,093 GAL. G. PORCHES, DEGK5, HOUSE OVERHANGS, 51ZING PER: m I, W ATU TANK NITROGEN CANTILEVERS, ETC, = 5'-0" UNOFFICIAL COMPILATION OF CODES RULES AND Z C? ° D. WATER LINES = I0'-0" REGULATION OF THE STATE OF NEW YORK TITLE 10 �'�` Or:_._ REDUCTION TANK E. SURFACE WATER(WETLANDS) - l5'-O" DEPARTMENT OF HEATH. CHAPTER 11. PART 15. OA �s4g F. PUBLIC, WELL = 200'-0" 5TANDARD5 FOR INDIVIDUAL ON51TE WATER O c�,0) G. PRIVATE WELL = l5'-0" SUPPLY AND INDIVIDUAL ON51TE WA5TEWATER JEFFPEY T.BUTLER,P.E. ° TREATMENT SYSTEMS. APPENDIX l5-A ° H. RETAINING WALL (WTRPROOF) = 10'-0" !^ SECTION 75-A.6 SEPTIC TANKS J. U/6 FUEL TANKS ' 10'-0' TABLE I: DAILY DE-516N FLOW = 110 6AL5/DAYBDRM ° ° K. U/6 UTILITIES = 5-0 PLG GNTRL PNL W/HPI20 L. ROAD 5TORM DRAINS = 20'-0" TABLE 46: APPLICATION RATE = 1.20 GAL/DAY/S.F. '� o C)Z = CD COMPRESSOR AND BLOWER M. ON-51TE STORM DRAINS = 10'-0" O I- TO BE INSTALLED REMOTELY POWER LINE AND MISC. GONN'S TO BE 1 � uj 6 N. CATCH BASINS (NON-LEACHING) = 5'-0" r=� I Q (SEE 51TE PLAN FOR LOG) MODIFIED A5 REQUIRED TO ACCOMMODATE I/A OWTS UNIT LOAD CALCULATION: 1 0. 5ANITARY LEAGHIN6 POOL = 8'-0" .1 N REMOTE LOG. OF OP5 CONTROL CENTER A5 P. 5EPTIG TANK, PUMP STA OR M.H. = 5'-0" 110 6PD x 8 BEDROOMS = 880 GPD TL FLOW IL SHOWN ON SITE PLAN _ - 2" PVC, VENT LINE Q. PROPERTY LINES - 5'-0" PROPOSED SANITARY DESIGN FLOW = 880 GPD (TIE INTO BLDG VENT STACK) R. SWIMMING POOL = 20'-0" USE•USE HYDRO ACTION WASTE WATER TREATMENT PLANT I.IL r l cr ! 0 Z (15% SLOPE OR GREATER) = 25'-O" •• MODEL N0. ANI100,GRAVITY SYSTEM I -.i_ w 0 m " •• TREATMENT CAPACITY- 1,100 efoo i -.-' T. BLUFF = 651-01 N U. DECK /RAMP = 5'-O" •• TL. WORKING CAPACITY: 32Ti GAL Q < W I > •• FLOW RANGE: 50-1,100 6PD 5 `0 •• LIQUID SURFACE AREA: 73 50.FT. MAINTAIN REQUIRED 5EPARATION 015TANGE5 Z 4 FLOW )LEN111 II II •• SEE DETAIL FOR INFORMATION, DWG 5P2 INSTALLATION REQUIREMENTS: V 0 II I. THE I/A OWTS TANK SHALL BE INSTALLED AT LEVEL IN ALL OWNER CARE OF SAN. SYS: W _ 0 DIRECTIONS (WITH A MAXIMUM TOLERANCE IN ANY DIRECTION • FORMULARIZE ONESELF WITH THE MANUFACTURES RECOMMENDATIONS FOR CARE p/ V_ — OF +/ONE QUARTER INCH) ON A MINIMUM 3-INCH THICK BED OF OF SANITARY COMPONENTS. J P.T. ILL • PRIOR TO ANY FUTURE SITE WORK J-WAY5 ERECT IfON5TRUGTION FENCING 8' D I PROPERLY LEVELED AND COMPACTED SAND (FREE FROM � ►ri PRETREkTMEHT ROCKS) OR PEA GRAVEL. BEYOND THE PERIMETER OF THE HYDRO-AGTION ENHANCED TREATMENT UNIT Q ~ LL INSTALL POLYLOK (ETU) TO PROTECT THE COMPONENTS FROM VEHICULAR DAMAGE. N tW W � N c TANK EFFLUENT FILTER, O P/N PL-122 r d- p Z <L — — r www.dignetnycli.com HYDRO-ACTION AN1100 BUOYANCY CALC: I }- www.ca11811.com O 0 Z Gf P1��'11'(i✓�K CIf� or BUOYANT FORGE (� Not .G71615AI, (for other states) 15 RESULT OF AIR VOLUME WITHIN CONTAINERS FULLY IMMER5ED IN WATER N a m O Q ��U®NI yq 800-212-4480 � 811 BUOYANT FORGE: v ANI100 PRE-TANK BUOYANT FORGE = 12,342 LBS By law,excavators and contractors working in For safety reasons,homeowners are strongly ANI100 TREATMENT TANK BUOYANT FORGE = 23364 LB5 Z the five boroughs of New York City and Nassau encouraged to call as well when planning any TOTAL BUOYANT FORGE = 35,106 LB5 PAGE. and Suffolk Counties on Long Island must type of digging on their property. ANTI—BUOYANT FORGE: LL contact DigNet,1-800-272-4480 or 811,at least Homeowners can contact us directly at HELICAL PILE ANTI BUOYANT FORGE = I6 LB5 48 hours but no more than 10 working days 1-800-272-4480 or by calling 811,the �� n/ LU (excluding weekends and legal holidays)prior national call before you dig number.For PROVIDE(4) PILES x4 LX to beginning any mechanized digging or excavation work completed on personal TOTAL ANTI-BUOYANT FORGE = 64,000 LB5 excavation work to ensure underground lines property,it is the contractor's are marked.Excavators and contractors can responsibility--NOT the homeowner's--to also submit locate requests online,through contact DigNet.Having utility lines marked ANTI BUOYANT FORGE EXCEEDS BUOYANT FORGE BY A HYDRO—ACTION WASTE WATER TREATMENT PLANT IT C.If you do not currently use ITIC,please prior to digging is free of charge. I.47 SAFETY FACTOR call 1-800-524-7603 for more information. SP2 so LENGTH OF ANCHOR SHALL BE APPROX. l0'-15' BLW lel MODEL No. ANI100 (GRAVITY S(STEM) SGALE: NONE GRD OR WHATEVER 15 NE6E55ARY TO ACHIEVE 10 KIP ULTIMATE of 4 NOS' ANTI-51LATION FABRIC SANITARY ABSORPTION TRENCH SIZING SEPARATION DISTANCE REQ'MT5 FOR 50' MIN. I.SEED AND LOAM TO PROTECT FROM ER05ION WOVEN WIRE FENCE (MIN. SYMBOL: SANITARY LEACHING STRUCTURES PROFILE EXI5TIN6 2.GRADE SIRROUNDING AREA 50 THAT STORM WATER RUNOFF PROPOSED.15 BEDROOM DWELLING 14 I/2 GAUGE W/ MAX. b" MESH SPACING) X x ° o DOES NOT RUN TOWARD OR POOL OVER ABSORPTION FIELD DISTRIBUTION PIPE(SDR 35) W/ SIZING PER, UNOFFICIAL COMPILATION OF CODES RULES AND REGULATION OF THE STATE OF NEW YORK (RE5IDENTIAL): MOUNTABLE BERM (OPTIONAL) PAVEMENT TITLE 10 DEPARTMENT OF HEATH.CHAPTER II.PART 15.STANDARDS FOR INDIVIDUAL ONSITE WATER PERFORATIONS 8 AND 4 O'CLOCK $/ „ N c9 SUPPLY AND INDIVIDUAL ONSITE WASTEWATER TREATMENT SYSTEMS.APPENDIX 75-A MIWMUM HORIZONTAL SEPARATION DISTANCES: 36MIN. LENGTH FENCE POSTS � O „ ' TABLE I: DAILY DESIGN FLOW = 110 GALS/DAY/BEDROOM OW GPD TL FLOW) A.BUILDIN6 W/CELLAR = 10'-0" 10 MAX• G. TO G. ' •b .LAl'Ef2 QF.L'OANf • . ' • . PREFORMED METAL CLAMPS " DRIVEN MIN. I6 INTO GROUND. TABLE 46: APPLICATION RATE = 1.20 6AUDAY/5QFT. B.BUILDING ON SLAB = 10-0 EXI5TIN6 FILTER - z_ N _ x x' x x' x h x' x (FOR SECURING PIPE IN PLACE) TABLE 60: ADJU5TED REQ'D LENGTH OF AB50RPTION TRENCH = 122 LIN FT G.PORGHE5,DECKS,HOUSE OVERHAN65, GROUND CLOTH z ° ° Q x b' OF GLEAN SAND T h x x x AND STANDARDS FOR APPROVAL OF PLANS/CONSTRUCTION FOR 5EWA6E DISPOSAL SYS FOR CANTILEVERS,ETC, -5-O �i �u x x x x x x x x 65F-6EOTEXTILE SAND FILTER 51N6LE-FAMILY RESIDENCES,DATED 12-29-2011 D.WATER LINES = 10'-0" ¢ '� ¢ v x x TABLE II -ADJUSTED REQUIRED LENGTH OF A GRAVELLESS ABSORPTION TRENCH FOR STANDARD E.SURFACE HATER METLAND5) = 100'-0" 50' MIN. ¢ �f DESIGN FLOWS(FT)GRAVELLESS 6EOTEXTILE SAND FILTERS(BASED UPON 6 S.F./FT OF TRENCH) F.PUBLIC,WELL =200'-0" PLAN VIEW fu- A5TM 633 WASHED CONCRETE 6.PRIVATE WELL = IOD'l Iso' GSF SAND REQUIRED W/LE55 THAN 10� I HE16HT OF FILTER K RET.WALL 61TRPROFF) = 10'-0' z _ _ ;.:6�: , . :.•; . PA551NG A#100 SIEVE AND LE55 SANITARY ABSORPTION TRENCH CALCULATION- J.U/6 FUEL TANKS = 10'-0" EXISTING - Ib MIN, z z 3.0' '-', -' y•'' THAN SSG PASSING A#200 SIEVE x K.U/6 UTILITIES = 5'-0' GROUND O y B� - 8 BEDROOM SYSTEM REQUIRED INSTALLATION: L.ROAD STORM DRAINS OR RECHARGE BASINS = 20'-0' ��,/ .� BD.TRFjNGH H 2•q2' Q I I 122 LIN FT OF 6SF ABSORPTION TRENCH(31 MODULES MINS M.ON-SITE STORM DRAIN5 OR RECHARGE BASINS = 10'-0 z PERSPECTIVE VIEW y �� � I NI, N.CATCH BASINS,NON-LEACHIN6 = 10'-0' 12'MIN. EXI5TIN6 / S O INSTALL: o.SAN.LEACHING POOL5= 8'-0' �� N PAVEMENT GONSTRUGTION SPEGIFIGATIONS ', 4 O� ~ ELJEN 65F 6EOTEXTILE SAND FILTER SYSTEM(2 5TA6E BIO MAT W/4'0 PERFORATED PIPE) P.PROPERTY LINES = 5'-0" N�� I. WOVEN ARE FENCE TO BE FASTENED a z Q.TOP OF EMBANKMENT OR STEEP SLOPE SECURELY TO FENCE POSTS WITH WIRE TIES 36' MIN. FENCE POST cx z PER PROPOS®LATERAL (1555 SLOPE OR GREATER) = 25'-0" z OR STAPLES.POSTS SHALL BE STEEL EITHER WOVEN WIRE FENCE (MIN. 1�2 a AGGREGATE OR o b . . 6AU6E W/MAX. 6 MESH COURSE SAND •• INSTALL IN 25 LONG TRENCH R BLUFF =b5-0 p T OR U TYPE OR HARDWOOD. 4 -4 L6 MODULES = I6 LIN FT(READ MODS) S.SEPTIC TANK,PUMP STA,GREASE TRAP 2. FILTER CLOTH TO BE TO BE FASTENED SPACING) W/FILTER CLOTH 1 (SP OR SW) v M _ GONSTRUGTION SPEGIFIGATIONS SECURELY TO WOVEN WIRE FENCE WITH TIES N 2-4'L&MODULES = 8 LIN FT(EXP MODS) OR MANHOLE =&-O' Nk I. STONE SIZE-USE 2 STONE,OR RECLAIMED OR RECYCLED CONCRETE EQUIVALENT. SPACED EVERY 24"AT TOP AND MID SECTION. O T.SWIMMING POOL - 20'-0' 2. LEN6TH-NOT LESS THAN 50 FEET(EXCEPT ON A 5MLE RESIDENCE LOT WHERE A 30 FOOT MINIMUM LENGTH WOULD APPLY). FENCE SHALL BE WOVEN WIRE 12 1/2 GAllGE b 2 TYPICAL DETAIL � x 8 LATERALS PROPOSED U.DECK/RAMP = 5'-0• ° •• INSTALLED 65F LEN6TH5 - 192 LIN FT 3. THICKNE55-NOT LE55 THAN SIX(b) INGHE5. MAXIMUM MESH OPENING. Fes, z UND15TWBE O 128 L.F.REQUIRED MODULES 4. WIDTH-TWELVE 02)FOOT MINIMUM,BUT NOT LE55 THAN THE FULL WIDTH AT POINTS WHERE INSRE55 OR EGRE55 OCCURS. 3, WHEN T HO 5EGTIONS OF FILTER CLOTH ADJOIN FOR SOIL REMEDIATION 1 1 1 I 64 L.F.EXPAN51ON MODULES TWENTY-FOUR(24)FOOT IF SINGLE ENTRANCE TO SITE. EACH OTHER THEY SHALL BE OVER-LAPPED BY GROUND N � � N ELJEN GEOTEXTILE SAND FILTER (GSF) 5. FILTER CLOTH-WILL BE PLACED OVER THE ENTIRE AREA PRIOR To PLAGIN6 OF STONE. 51X INCHES AND FOLDED, FILTER CLOTH COMPACTED SOIL $ o S • MAINTAIN SEPARATION DISTANCE5,DW6 SP3 PIPE CROSSING 6. SURFACE WATER- ALL SURFACE WATER ROWING OR DIVERTED TOWARD CON-GON5TRUGTION ENTRANGE5 SHALL BE PIPED SHALL BE EITHER FILTER X,MIRAFI IOOX, Cr x ALL LATERALS MUST BE INSTALLED 0 SAME ELEV. AGPD55 THE ENTRANCE.IF PIPIN6 15 IMPRACTICAL,A MOUNTABLE BERM WITH 5:1 SLOPES WILL BE PERMITTED. STABILINKA T140N,OR APPROVED EQUAL- EMBED FILTER CLOTH TRENCH INSTALLATION I SEE DETAIL ON DW6 SP3 6RADE = 14: 1. MAINTENANCE-THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR FLOWING OF SEDIMENT 4. PRE=AE RUGATE D UNITS SHALL BE 6EOFAB, A MIN. OF 6" IN 6ROUND. 4" z 1 SALE N N� I ( ONTO PUBLIC RI6HT5-OF-WAY,ALL SEDIMENT SPILLED,DROPPED,WA5HED OR TRAGTED ONTO PUBLIC RI6HT5-OF-WAY MUST BE ENVIROFENCE,OR APPROVED EGIUIVALENT. '�*IN5TALL BOTH THE REQUIRED AND EXPANDED / C REMOVED IMMEDIATELY. 5. MAINTENANCE SHALL BE PERFORMED AS j� SANITARY COMPONENTS UPON INITIAL INSTALLATION" PROPOSED 4'(P POOL COMPACT 8. WHEN WA5HN6 15 REQUIRED,IT SHALL BE DONE ON A AREA STABILIZED WITH STONE AND WEIGH DRAINS INTO AN APPROVED NEEDED AND MATERIAL REMOVED WHEN BALKWASFH LINE FILL SEDIMENT TRAPPING DEVICE. *6ULISE5' DEVELOP IN THE SILT FENCE. SECTION VIEW \\'B 0. EX6AVATION ® EL. -1.14' Q. PERIODIC INSPECTION AND NEEDED MAINTENANCE SHALL BE PROVIDED AFTER EACH /X/, TOP EL. =6AI' _ CR' \\ \\\\ \ \\ \\\ \\//\\ \\ BOTTOM EL.=658' U5. DEPARTMENT OF A6RICULTURE STABILIZED U.S. DEPARTMENT OF AORIGULTURE NATURAL RESOURCES GONSERVATION SERVICE NATURAL RESOURCES CONSERVATION SERVICE SILT v NEW YORK 5TATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION CONSTRUCTION NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION FENCE 6ROUPID WATER e -2.32'PER TESTHOLE STOPPER OR SUITABLE NEW YORK STATE 501L 4 WATER CONSERVATION COMMITTEE ENTRANCE NEW YORK STATE 501L 4 WATER CONSERVATION COMMITTEE END PLUG COVER COMPACT z ,� TO GRADE FILL\ "ASTH C33 WASHED NOTE �•� ,� `� y TOP EL.5.08' 2"X4" WOOD FRAME 6014CRETE SAND REQUIRED W/ TE5THOLE INDICATES NON-RATEABLE 501L PROP05ED 40 SANITARY PIPING STAKE LESS THAN 10%PA55UI6 A BETWEEN ELEVATIONS I.IS'AND-ON. FINISHED GRADE NOTE: ADDITIONAL uloo 51E�/E AND LESS THAN ' • ; FABRIC •• THEREFORE THIS LEhGFNN6 FIELD SHALL BE GLEAN OUT SHALL BE �/ '. ,/ BOTTOM EL.= 4.15' �C �� -� X, COMPACT FILL SS5 PASSING A X200 SIEVE b"MIN CONSTRUCTED WITH: PROVIDED IN � � 6'MIN .•• A 4'DEEP MIN RATEABLE SOIL(SP OR SW), Z 4V DISTR PIPE(5DR 35) BELOW PROPOSED 65F TRENCHES TO TYPICAL INTERIOR OF BLDG, _ W/2 F0145 OF PERFORATIONS SEWER PIPE NO HOUSE TRAP BOTTOM OF EXCAVATED BED. EXTERIOR , SHALL BE PROVIDED ®8 NHD 4 O CLOCK 30 ELBOW PER IRIS 2015 P32014 i 3 CLEANOUT Z �� - z IIII=III I=I 1 1 i 17 ll ll 0)E)V (4)PFAV %, TRENGH DETAIL @ POOL BACKHA5H z -� 411 DROP INLET -IIII_1� 11 I �a wELECTRICAL SERVICE WITH GATE _III N.T.S. 4 4' TO SANITARY LINE CRO55ING A IIII= m MODS MODS `�' �- FRAME - o \\ \ \ ,�12 MIN /MIN jrmGABLE IN CONDUIT- FRAME o ;y 4'm TiRANSPORT PIPE(SDR 35) NOT To SCALE T.O. CONDUIT '' � � 200 AMP(2" CONDUIT MIN) ;. /,:` / PERFORATIONS � � m 320 AMP 02 CONDUIT, MIN) �� ( BURIED FABRIC ON EUENSEOT�cTILESAND FLow CROSSING NOTES: „CONDUIT,MIN) ) ^ m UND151URE ED_OIL ,?;: t t :, -� - D xy \; ,.,y FILTER 65F MODULE 36w x 48LS x T"DEEP FOR GONTINuarloN, INTERNAL PROPOSED 6A5 SERV. 00 o p, TO SAN. 5Y5. 400 AMP(4 GO SEE SPI AND SANITARY PROFILE, b0 WYE I.THE GR0551NG OF STORM/POOL BACKWASH AND SANITARY LINES ELEV OF BOT. OF LINE WILL BE THIS DNS BLDG PIPING SHOULD BE AVOIDED UNLE55 PROVEN ABSOLUTELY NECESSARY. IN 4t Z ^ fV SUCH cASEs: DETERMINED BY SIZE OF SERVICE GAP \-COMMUNICATION O (2)Ek' (4)REQb A.SANITARY LINE SHALL BE LAID BELOW STORM/POOL BACKWASH UTILITY PROVIDER SUPPLIES �j (TV 8 TEL.) MODS MODS REQUIRED BEDDING AND PROPOSED RHINO BOX N FO GLEANOUT(5) LOCATED IN TRAFFIC AREAS,PROVIDE WITH LINE.AT LEAST EIGHTEEN(18) INCHES SEPARATION SHALL BE �� �- GATHER EXCESS � � >- LD SIDE WALL FILL POLYLOK 24"DISTRIBUTION BOX MAINTAINED BETWEEN THE TOP OF THE STORM LINE/POOL y,, TRAFFIC BEARING FRAME AND COVER BACKWASH AND THE BOTTOM OF THE SANITARY LINE � -- AT CORNERS � M 6'MIN , . 6'DEEP ASTM 633 5AND SEE DETAIL,TH15 DHS UTILITY TRENCH DETAIL �.� �� � Q 4-0 2.FOR USE WITH BUILDING EXTENSIONS/GONNEGTIONS. B.JOINTS SHALL BE AT LEAST TEN FEET FROM THE POINT OF t p W X � PERITM METER ER 2 WHEN LOSAND RCAALS1CONDITIONS PREVENT PLACEMENT OF THE STORM/POOL NOT TO SCALE � Z LL BACKWASH LINE ABOVE THE SANITARY LINE,THE FOLLOWING coo Q Q TYP. ELJEN GSF ABSORPTION FIELD ADDITIONAL CONDITIONS APPLY: Ln MO,DUFS=24'-0'TL LBH61H VI A.A VERTICAL 5EPARATION OF AT LEAST EIGHTEEN(IS) INCHES SHALL Q = 00 TRENCH INSTALLATION DETAIL BE PROVIDED BETWEEN THE BOTTOM OF THE SANITARY LINE AND GON5TRUGTION SMQFIGATION5 W 00 THE TOP OF THE STORM/POOL BACKWASH LINE. � tY Op 25'-0'OVERALL TRENCH LENGTH (SEE 5PI FOR DE-516K LAYOUT) B. THE LINE JOINTS SHALL BE AT LEAST TEN FEET FROM THE I.FILTER FABRIC SHALL HAVE AN E05 OF 40-85.BURLAP MAY BE USED FOR SHORT TERM APPLICATIONS. USE BOX COMPONENTS: REINFORCED GONG. 5LAB,b xb xIO WWM 2.CIT FABRIC FROM A CONTINUOU5 ROLL TO ELIMINATE JOINTS. IF JOINTS ARE NEEDED THEY WILL BE OVERLAPPED TO THE � == ON �'�-E` �� DOMED COVER P/N 3008-RG POINT OF GR0551N6 ' " " NEXT STAKE. G.SANITARY LINE SHALL BE GONSTRIICTED OF MATERIALS AND JOINTS (/) c-i 2'TALL RISER P/N 3008-6R SIDE GUT OUT TO ACCEPT THAT ARE EQUIVALENT TO WATER MAIN STANDARDS OF NSE GHAIR5) 3.5TAKE MATERIALS WILL BE STANDARD 2' x 4"WOOD OR EQUIVALENT. METAL WITH A MINIMUM LENGTH OF 3 FEET. rn ELJEN DESIGN NOTES: 3"TALL R15ER P/N 3008-RP POLYLOK SEAL P/N No3001 GON5TRUGTION AND SHALL BE TESTED TO ASSURE HATTER 4.5PACE STAKES EVENLY AROUND INLET 3 FEET APART AND DRIVE A MINIMUM 18 INCHES DEE'.SPANS 6RPATER THAN 3 FEET W 6" TALL RISER P/N 3008 TIGHTNESS PRIOR TO BACKFILLING. ° . ° ° MAY BE BRIDGED WITH THE USE OF WIRE MESH BEHIND THE FILTER FABRIC FOR SUPPORT. I. TH15 DESIGN AND GONSTRUGTION REOUIREMENT COMPLIES WITH APPENDIX 4.ELJEN PROVIDED GEOTEXTILE COVER FABRIC SHALL PROVIDE TYP.IO POSSIBLE PEGS. 3. THE GROSSING OF STORM/POOL BACKWASH AND UTILITY LINES x x ° <x °x x x --J 'f5-A AND LOCAL HEALTH DEPARTMENT REGULATIONS. I2 TAIL RISER PM 3008-M2 SHOULD BE AVOIDED UNLESS PROVEN ABSOLUTELY NE(ESSARY. IN �_ 5.FABRIC SHALL BE EMBEDDED I FOOT MINIMUM BELOW 6RCUND AND BACKFILLED. IT SHALL BE SECURELY FASTENED TO THE W PROPER 1-EN510N AND ORIENTATION OF THE FABRIC AROUND THE I STAKES AND FRAME, w � 2. THIS DESIGN COMPLIES WITH AND MI15T BE INSTALLED IN ACCORDANCE SIDES OF THE PERFORATED PIPE ON TOP OF THE GSF MODULES 4'ROTOFLO14 EQUALIZER P/N 3050-4 SUCH GASES: b.A 2'x 4"WOOD FRAME 5HALL BE COMPLETED AROUND THE CREST OF THE FABRIC FOR OVER FLOW STABILITY. �T WITH THE M05T CURRENT ELJEN N.Y.DESIGN AND INSTALLATION MANUAL. FABRIC SHOULD BE NEITHER TOO LOOSE,NOR TOO T16HT.THE , A. STORM/POOL BAGKWA5H LINE SHALL BE LAID BELOW UTILITY LINE,AT TYPICAL SLAB DETAIL rel 3.THIS 5Y5TEM 15 NOT DESIGNED FOR USE WITH A GARBAGE DISPOSAL. CORRECT TENSION OF THE COVER FABRIC 15 SET BY: 2'2 LEAST EIGHTEEN(18) INGHES SEPARATION SHALL BE MAINTAINED MAXIMUM DRAINAGE AREA I ACRE �7 4.TH15 SYSTEM 15 NOT DESIGNED FOR BAGKWA5H FROM A WATER SPREADING THE COVER FABRIC OVER THE TOP OF THE MODULE BETWEEN THE TOP OF THE UTILITY LINE AND THE BOTTOM OF THE AT POOL EQUIPMENT !�"h SOFTENER. AND DOWN BOTH SIDES OF THE MODULE WITH THE COVER FABRIG STORM/POOL BACKWASH LINE. U5. DEPARTMENT OF AGRICULTURE FILTER FABRIC I~7 5.ORGANIC MATERIAL THAT CAN RE5IRIGT FLOW MUST BE REMOVED FOR TENTED OVER THE TOP OF THE PERFORATED DISTRIBUTION PIPE B. STORM /POOL BAGKWA5H LIKE JOINTS SHALL BE AT LEAST TEN FEET SGALE: N.T.S. NATURAL RESOURCES GON5ERVATION SERVICE RAISED BEDS.THE SOIL MUST BE SCARIFIED TO PROVIDE DEEP CHANNELS PLACE SHOVEL FULL OF SPECIFIED SAND DIRECTLY OVER THE FROM THE POINT OF GROSSING. DROP INLET FOR THE SAND.A PLOWED INTERFACE ON CONTOUR 15 RECOMMENDED TO NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL GONSERYATION PIPE AREA ALLWIN6 THE COVER FABRIC TO FORM A MOSTLY � I ENGINEER: PREPARE THE 501L FOR FILL PLACEMENT. VERTICAL ORIENTATION ALONG THE 51 DES OF THE PIPE.REPEAT �° NEW YORK STATE 501L 4 WATER CONSERVATION COMMITTEE ~ 6.SCARIFY ANY SMEARED SUBSOIL PRIOR TO FILL PLACEMENT. THIS STEP MOVING DOWN THE PIPE. �4 p� 4 pt01 �� PROTECTION OF E1�... , 1.FILL MATERIAL SHALL MEET OR EXCEED STATE OF NY CODE 10.BACKFILL MATERIAL SHALL BE GLEAN WITH NO ROOTS OR 5TONE5 p (y�)a pJa p� dl O �� t'' ' REQUIREMENTS.ALL FILL MATERIAL SHALL BE if BANK RUN SAND, LAR6ER THAN 2"IN ANY DIMEN51ON TO A MIN DEPTH OF 8"OVER - ~ ICXa pi a p��Jj Q �`{ T. B FREE OF TOPSOIL,HUMUS,AND "ORE`.061N6"DIRECTLY BENEATH THE 65F THE GSF MODULES AND FINAL COVER FOR VEGETATION OF 4"TO - v IIN }�J ( V Gj QQ Cj ,- SYSTEM. b"OF GLEAN LOAM. - ' NATIVE PLANTING SPECIFICATIONS S.ASTM G33 SPECIFIED SAND WITH LE55 THAN IOX PASSING A"100 SIEVE 11.ANY SYSTEM WHIGH 15 MORE THAN IS"BELOW FIN15H GRADE AS AND LE55 THAN 5%PASSING A"200 SIEVE SHALL BE PLACE BELOW AND MEASURED FROM THE TOP OF THE MODULE SHALL BE VENTED NOTE TO CONTRACTOR: '- z . )� LY- AROUND THE GSF MODULES,WITH b°MIN UNDERNEATH AND b"MIN 3' MIN SEPARATION MUST BE MAINTAINED FROM E.O. DRIVE PROPOSED 2 _ w 5URROUNOING THE 65F MODlULE5 IN TRENCH CONFIGURATIONS. IN BED FRONT/51DE VIEW COMMON NAME 7 SGIENTIFIG NAME PLANTING 5PEG5 4'-b3�8' I 8 BEDRM DWLG } SYSTEMS,USE b"MIN UNDERNEATH THE MODULES WITH 12"MIN BETWEEN D TO SANITARY COMPONENT (FOR PROTECTION OF FIN FL. EL. 12.0' N . MODULE ROWS AND 12"MIN AROUND THE PERIMETER OF THE MODULES. PLANT OVER/ADJACENT TO PROPOSED SANITARY SYSTEM IN UPLAND AREAS COMPONENT FROM VEHICULAR DAMA6FJ I �O 0 1I-Mn M-p@� RHINO BOX DETAIL (REQUIRED OVER LEACHING FIELDS FOR PROPER FUNCTION) • IF 5EPARATION 15 NOT MAINTAINED A BARRIER(CURB OR 4' 5EPERATION SHOWN I I ARa ESS�ONP�� www.dignetnycli.com LIV�as T-�� n FENCE) MUST BE PROVIDED. � pyq POLYLOK 24"DISTRIBUTION EfOX AMERICAN BE GRASS AMMOPHILA BREVILIGULATA 2 PLUGS;PLANT IS O.G. z www.ca11811.com PART No.3011-24 COASTAL PANIC 6RA55 PANICUM AMARUM IN STA66ERED ROWS' 3' MIN � 800-2?2-4480 811 (for other states) MATERIAL-HDPE 5WITGHGRA55 PANICUM VIRGATUM I I JEFFREY T.BUTLER,P.E. llV// � ��. N0� IF A RISER COVER WEI6Ff5 LE551NAN 60 LBS A > � 01 5EGONDARY SAFETY LID OF DEVIGE 5NALL BE PROVIDED. � PROP. GRADE AT DWLG p B law,excavators and contractors% rkin in the five For safe reasons,homeowners are strongly I I , Y 9 ri g v ¢ EXT. WALL = EL.7.C, --a boroughs of New York City and Nassau:and Suffolk Counties encouraged to call as well when planning any type of � on Long Island must contact DigNet,1-80'0-272-4480 or 811,at digging on their property.Homeowners can contact TAPER PROPOSED FILL (� I (EL.bb8 MIN) least 48 hours but no more than 10 working days(excluding us directly at 1-800-272-4480 or by calling 811,the PROVIDE GONERS: Z Z W weekends and legal holidays) DOWN TO NATURAL 6RADE I ( I 2 O PVC O F- g y )prior to beginning any national call before you dig number.For excavation 4 ,P SDR 35 XPORT PIPE FROM AG TO DB WHEN REQUIRED TO BE SET AT FINISI IFD GRADE USF• A v1 „ : EX. GRD ® DWLG = mechanized digging or excavation work to ensure underground work completed on personal property,it is the 4 � 5DR 35 TRANSPORT PIPE NO PERFORATIONS (SLOPE 3:1 MAX) I p I VENT PIPE F+1 W v lines are marked.Excavators and contractors can also submit contractor's responsibility-NOT the homeowner's-to , ' I6.42 LIN.FT. MIN. SLOPE =Ya" /LIN FT • THERMOPLASTIC GOVERS - LOGKIN6,WATERTI6HT, 1 � F- I � r I EL. �b.0' � O DB TO 65F LATERALS, 18.33 LIN FT (WORSE CASE) : _ �� = : IN5ECT-PROOF FLAT SKID PROOF BE APPROVED I ¢ z ' CONNECT TO k r< locate requests online,through[TIC.If you do not currently use contact DigNet.Having utility lines marked prior to 16.42 L6 x Y8 - 2.05 0.17 MIN SLOPE I HOUSE STACK 1 O LY ITIC,please call 1-800-524-7603 for more information. digging is free of charge. MINIMUM SLOPE =Y8� /LIN FT MAINTAIN 6RADE FOR SEWA6E USE # HAVE UV PROTECTION LU 1� , _ , _ 5' BEYOND PROP05EO ATU N I �-I LL U G.O. H LL 18.33 L6 x y8 - 2.2a 0.19 MIN SLOPE l�1 Z I p = N O PROP05ED GRADE OVER ETU @ EL. b:f1' 1 i I I Z }. DP + �Na/{ip�,T`IT tf ' �n fy! I,''tf'I _ xk n { t/ , n, I, p tl � I I I I I I I I I ^ ( ( C-•1 � O � (S] „ (8) LATERALS,TRENGH LENGTH = ±25'-O" I 1 l 1 NATIVE l I z ti l ww v 0 O POLYLOK RHINO D.P. I I NATIVE FILL I I I I I I I I _ + J I I I I I. I I V W/ R15ER AS REQ'D 1 TOTAL: b MODULES ® 4 LG EA = 24'-0' PER LATERAL 1 1 1 1 1 l l 1 1 1 1 1 1 1 x, GR/NDE © EL. _h.0 I 1 I z - 1 N I 1 < W PROP. GRD ® EL 55 1 1 I I I 1 I I I . \, -- \ � \ \ \� � � \ \; . i \ / Q 7 `0 EXISTING/PROPOSED GRADE ® EL. 5.0' MIN Vii, ' \\�;/� .�/\,\ i� \% \/�\ /\\ ----------------- �� _ I II QIC------ _ i / ` i. / /,:/ ' // ./ i , O o f� 4r 41 +t 4 '� ? y �, H !� OVER AB50RPTION FIELD !,f f �l 1 i i �, %\% /\/�/, '\/\� /\\� '\/\ 'I /' I <\// // //\// // /i\�/`///,�% �! / 1 I i I I I i /I I I I I /'�/ ���/ % ,./\/\ ./ ,�,�� \/\/�: /\,/\./,� � \ , \ III \ \ � Q I ' 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 ,'�/% /i, !� �i� // // / /./�,'/,.. ,. /i , �, i�;/ ,%. / ,, 11 II \/\\\\\/�/\/ 1 Q FILL (COARSE SAND) I J11 N K T.O. DISTRIBUTION 1 1 1 PIPE @ EL. 4.21'I \i ��\ \ x\\ \\' I II II FLOW LE'M 11 I I 4"m 5DR 35 XPORT PIPE �' // // '/ // � { Fs-1 Q . T.O. ELJEN CSF MODULE L. 3.q4' DWL6 To PRETANK, 13.5 LIN. FT. j// /%%j = EL. 485' w W \ L/� • . ELJEN REQ`ffF MOD(TYP OF 4) \ �� SBO.DB - < /\/\/ /\/\/\/\/\/\/, O.INV. A A.G. MINS SLOPE y4 / LIN FT / �y NATIVE \\j/ I J O ELJEN EXP.GSF MOD(TYP OF 2) ;jLE. ® MODULE;\\j/�/i\/\�EL.3B3' i%\\//\\//\ /\\//\\//\'\\//\\//\\//\\//\\%\\//\ - \/ /� I \\' = j\ \/\\/\/\ 135 LG x A - 3.38 /\UNDISTURBED\ # / EL. 3.94' /; /� / EL 4.41' ,/ I \ EL. 457 \ \ \ \ \\ \\/\\/\i \\ \\ �i LL N >� B.D. ELJEN 65F MODULE EL. 3 36' \\/_ \/\\' \` \`'• ;/\\/\\/\ \�/\\/\\ \\/\\/\\/\\/\\�\ \ \ I /\/\ LL /\//\�\/\//\ \ \'\ \/\, 0.28 MIN SLOPE /j /\\SOIL y O ��i�i \'T\�rG \'STC 7 -7 \'T\ '����`.,-..,T �,,T. �.? i� - �'/ /\//\//\'= o /\//\�/ % /'// / % / / / ///\/// I 1 I H��RGAC ON ANH� NATIVE 501 i\ \\ \\ \\ \\ \ \\ \\ \\ \\ \\ \\ \\ \��\�, /\\/\\/\B.O\�TRENGH ® EL. 2B6 \\ ;\ O.I NV. - EL. 4.13 \\ \\ \\ O N \\,\\ ,\\\\\\, \\\\\ \\\\\\\\\\\•,\ \\ \\ \\, \\ \ /\\/\ \\/\\/\\�\\ \\�\\ \� _ _ - O O N \� \ // L i�// / // // // / %�/ �/ �/ � // i / // / // / / i // �/ // // //, j // ,, //\//;//\�j�// / II ADVANCED TRO T �� \/\/\ ,\�� i\,\ ;, ,/. , ,/ i :,;� --�. , �i � cJl 1 \iTYPE 5P OR 5W \/\/\/\/\�\/� /\/\/\/\/\/ 4 SDR 35 DISTRIBUTION PIPE \z N. NN/\ ��� \/\/\/\/\/ \/�\i\i.. / /\/\j\/\/\ \/\/\j\/\, \/\/�/\ 1 /�, \�\ \ •�,\ \\�\�\ \,/\\ I t;�: I; I r O \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ 11 l I W \�\\ / /\/\/\/\/\/\i PERFORATED WITH 1�' HOLES ar �j\/\/\/� / , Q �� \/\/\/\/\/ '\\ \� \\ \\ \� \\ \\'\\ \\�\\ \\ \\ \\ \\ 1 SEE PROPOSED BUOYANCY ANCHORING AND /\/\/\/\/\/ /�/, /\/\/\, �- .t is O TO BE RETURNED \//\//\//\//\//\//\i //\//\//\//\//\//� 8 AND 4 O'CLOCK pN5TAl1 LEV[3J�\//\//\� / a \'/�\\//\//\/�`�� NATIVE /\//\/\//\//\//\�/\//\// //, /� / /� /\ I 'HYDRO-ACTION ANI100 BUOYANCY GALG: DWG 5PI \\/\\/\\/\\�\�/\\/\\/\'/\\�\\/\\�\ �, I Z /\' \•�\/� P05T EXCAVATION/\\/\\/\\/\\/\\/\\/ /\\/\\/\\/\\/\\/\\/ v v `i `i v �r �r �r\\/\\/\\/ / Q o�/� `/%\/\\ \ UNDISTURBED i\\ \\ \ \\ \\,;\ \\ \\ \ NATIVE \ ( ) \ II� r: O ie'-T.o. 'sr�'SOIL RIBBON \ \/\/\<z / 4 _ \/\\�\% \ /\/\/\/\/� /\/\/\/\/UNDISTURBED/� 1 FOR PROPOSED HELICAL PILES TO COUNTER BUOYANCY p, i j , 4 \ \, \\ \..,\\, \ so1L \\\\\\\\\\\\\\\\\\, \\ I I I I \/"/\\/`�/\\/\\/\\/\\/\\/\ '\\/\\% SEP 1 1 2020 j �� z Q � !� '��////� % /i/ij // / //\�/ /; \� 501\ \j�. /\\/ /i\/��//\\//\\//\\//\\/ //\\/ /� i \/ / T1�UITABLE 501L5 SHALL BE REMOVED AND \\�\, \' \ \ �\ \ \ \/\/\/\%\/\/\/\/\/\ (Y� z \ EXISTING RIBBON OF 'SM 501E REPLACE UNSUITABLE 501E W/TYPE / \; ; \/\/ %\/\/ I I I I I PT / / / / / / / / / _. __ _ _ _ ;'// ' TO EIE REMOVED SP OR 5W PER ASTM STANDARDS o Q \\\�\ EPLAGED W/SAND # GRAVEL AGGEPTAE5LE \�`� \� I I PRETREATMENT \� o I I I 5GOH5 BELOW THE PROPOSED I I TANK �7"� l /�7 `�`~'s`'�`�`'T''�" / `� �i LEACHING FIELD. TH15 WILL ELIMINATE THE II 1 \ / / EL.-0.18 8.0. 5M 501 RIEN�/\�/\�/\�/\�/ //� �, �/ BAND OF UNAGGEPTABLE 501E BETWEEN A� __ , PROPOSED SANITARY RISER DIAGRAM /\�� \ \�/\\/\�/\\/\�/\�/\\/\\/\\/\\/ /\\ /\\ \/ AERATION B.O. TANK @ EL. -053 \/\\ ELEVATIONS 1.18 AND -0.15'. THE�GOLLAR PAGE B.o.LEACHING BED® EL. -1.14 /\\;�\,� %�\;\�, \\ �\ \\ \. \ \ E3.o. EXGftVATION® EL.-114' \\ \ \\ ; WILL EXTEND DOWN INTO A MIN. 4 STRATA OF CHAMBER INNOVATIVE /ALTERNATIVE ON-SITE WASTEWATER TREATMENT SYSTEM \x w \\ \\% \ \ . , \, , / /i,-/i,,/i,./i,,/, /i,//,,,,,,,,,,,,,,,,,,,, ;,,, r/,// // // // i /,/ ACCEPTABLE SAND 4 GRAVEL (5P OR 5W BY HIGH GROUNDWATER CONDITION \/\�\\��\.x x' \\\\ \\\\ �� \/ \ \ \\j\ \/ � ASTM STANDARDS) SCALE: NONE 711 GROUND WATER EL• -2.32' PER TEST HOLE B.O. CHAMBER EL. -2.15' 6ROUND WATER EL. -2.32' PER TEST HOLE HIGHEST EXPECTED 6ROM WATER EL. 0.8b' IRREGULAR SHAPED SANITARY LEACHING BED 62' L6 x 34'-46WIDE (+/-, REF.) HIGHEST EXPECTED GROUND WATER EL. O8b' 5GDH5 REE. No. R-20-0424 5.68 V.F. OF RATEABLE 501E PER TESTHOLE (SW 6EL. -2.82') of 4 CAST IRON FRAME AND COVER TO GRADE CAMPBELL SEPARATION DISTANCE REQUIREMENTS FOR INSTALL DIVERSION REGHAR6ER 180 HD GULTEG CHAMBER 1182 G OR APPROVED EOAL STORMWATER LEAGHIN6 STRUGTURES AND2 COURSE GONGREM IN BED /TRENCH ARRAN6EMENT N o ------ '/-EIRICK OR Cal-AR TEE (TYPICAL) GULTEG No.410 FILTER FABRIC (INGREA5ED STONE APPLICATION) N a o FINAL 6RADE 1O. PIPING (RESIDENTIAL): ;n ------ `'" PROPOSED TYPIGAL, U.O.N N `� N MIN. ++ HORIZONTAL 5EPARATION 015TANCE5 FOR STORM PLAN VIEW FLUSH INLET GRAVEL PARKING N f- b THK GONG COVER DRAINAGE LEAGHIN6 POOLS: 2'-0" ++ SnWILIREW,Hsustrain (OPEN GRATE) AREA Q DRVWY 4 PIPE DIA.MIN. -� I� ® ® 1 btbKKF TYPICAL, U.O.N IAS MIN (A5 REQUIRED) _� ® ® ® i PROPERTY LINE = 5 MINIMUM PIPE OPENING (OR APPROVED EQUAL / / i\\i'��\�i�\i��i�� ��%i \;\\�\\�\\r, /\ \\i ' NIMUM ., ...:... .•. �i GULTEG.�FABRIG''F•ILTER_,':,. ::., E3UILDINGS WITH CELLAR - 10 MI _ REBAR) _ 1. + 0 T dJ T SUI I � \ 3 MIN. 3 MIN. Q /- _ p / 4 0 C GL N AS 5 MIN IMUM EJUI DINGS O 5 k L 3x3 h i \ \ �7q.I IL ° M a 1111 \ \ \ FORGONNf�TION / , / 4 5DR35 PIN FLAT OR SLOPE TOWARD GUL ® C] ® © WAVER SERVICE LINE/LATERALS/MAINS = 10 MINIMUM m - z '�\/i\/i\/' PRECAST �G .•.• I�\/r\/r - � HDPE PIPE: \ \ I D \ \ TO PROPOSE \ WRAP 11JRE5 WITH / \ / S1RUG / / SIZE: I � � UNDERGROUND UTILITIES = 5 MINIMUM L -- /\/�< CATCH BASIN �;':.� -�-.'"--. -..--.�..�.. ....•�:.:......... ... //,/i/ � � .� ROOF LDR CONN I o o ® ® 1 FILTER FABRIC(LSE GEOTEX GULTEG SD.SYSTEMS = i\\i/�\%. , \�j\ �\\` r07/moi/�/j\�Jj�i/\�\ ;�//..,\ [�[ / :•:•,..,;;•. I /\\ z '� o ® ® I SANITARY SEPTIC TANK = 20 MINIMUM p �:\� , \/�\i/� ,\�\\�\\�\\i\\/\/ PROP. PIPE TRENCH (SEE DTL` 1� \ ••:...: .>. i\/� z z USE: 4"N MIN 351,BY PROPER) / (TYPICAL) �i\iv/���'j/\ /�/�/\ ,�N[ VW�)y/...:.......... \\�\ SANITARY LEACHING POOL = 20 MINIMUM SECTION m ,�\\� `' �i\�� ��il: :': .;: ' ✓'! PUMP STATION = 2D' MINIMUM PARGE INSIDE AND OUTSIDE �i�/i//�// z I TYPE II CONCRETE 4 f'S1 ° /\\/\\i'\; .\/i� ✓:: :.:::: ::::::::: •: .. ,\\i LMLAATF-PJAL NDN-RATEABLE MANHOLE - 20 MINIMUM „ „ \/ / ;..•...:: /\\/ u in cv 501L PRIVATE WELLS = 50' MINIMUM - I 11 i\\/j 31-01 4 3-0 411 r �:HDI'�;.�.::.::.::::.::.:.:::.:::.: : :�:_: ;.:�::::.:': ::�::::.:::::�...,.•:,:..,:..•. 6ND WTR RETAINING WALLS = 10 MINIMUM \\� \; L STORAGE TANKS BELOW GROUND = 20' MINIMUM I ;/\y a b' MIN. °^ ° °° /\ \i\V\\\ \ \�\\\i\ `i\ t ' (PENETRATION) HORIZONTAL SEPARATION DISTANCES FOR STORM / / / / / / / / / PL RATEABLE SO . DRAINAGE NON-LEAGHIN6 STRUCTURES: - - - /: ////\v�j,\i,\r�/�/�/\, f IL WATER 5ERVIGE LINES/LATERALS/MAINS = 5' MINIMUM , , , �' °� p UNDERGROUND UTILITIES = 5' MINIMUM 3 x 3 x 3 HIGH I °° a I° TYPICAL CROSS SECTION GROUND WATER® EL. -2.32' o ° o UNDERLYING SAND AND GRAVEL 5TRATA �p N N o VERTICAL SEPARATION DISTANCES FOR STORM STANDARD CATCH BASIN ° '� ° �, CATCH BASIN SUMP CONNECTION ° WATER 5ERVIGE LINES = IS" MINIMUM �"`�''��_'��' e I �I TO CULTEC RETENTION SYSTEM 128 o NOTES:1. LAR DEPTH 15 NOT REQUIRED WHEN RATEABLE MATERIAL EXI5T5 FOR FULL DEPTH. SANITARY WASTE LINES = IS' MINIMUM Imo: *4 BARS A +t��I PLAN NOT TO SCALE 2.COLLAR MATERIAL SHALL BE GLEAN GRAVEL ONLY. 1. CONCRETE 5TREN6TH TO BE 4000 P516 2b DAYS. 3'O.C.E.K 1+�-L 3.ALL DRAINAGE 5TRUGTURE5 MUST BE WRAPPED WITH FILTER FABRIC. 3.HELPED ��A5�A05. �a L�TOP SLAB ° 4.USE 15' DIA GORRI6U6ATED HIGH DENSITY POLYETHYLENE i1-� M HEAVY DUTY PIPE FOR TRIBUTARY I: (TL AREA: b34 SF) 4.ALL PRECAST CONCRETE STRUCTURES MUST MEET ACI CODE AND RECHARGER GULTEG CHAMBER INTERCONNECTION OF ON-SITEE STORM WATER LEAGHIN6 POOL5 SPECIFICATIONS CHAMBER DIMEENN SIOO NS: 36w x 3319 x 20.5Y1 A. HDPE PIPE SPEGIFICATION(AASHTO M-2cl4) POOL STORAGE CALCULATION: 5.ALL 5TR JCTLRES MUST BE MANUFACTURED AT AN AGI CERTIFIED PLANT, 4„ 3,-0■ CHAMBER IN5TALL LENGTH: b.33'Ig B. INSTALLATION OF HDPE SPECIFICATION(ASTM D-2321) DEDICATED TO: A COPY OF CERTIFICATION MUST BE ON FILE WITH THE TOWN. TRENCH/BED SIZE: G.WATER-TI614T JOINT TE5TIPI6 SPECIFICATION(ASTM D-3212) SWIMMING POOL DRAINAGE 5TORASE AREA 4" 12" MIN PERIMETER AROUND BED5 GULTEG 410 FILTER FABRIC, D.6A5KET SPECIFICATION(ASTM F-4-11) 14.0'x45.65' POOL,DEPTH = 5' 3'-8++ b" MIN 5EPARATION® 51DE5 OF GHAMBER5 POOL VOLUME = 3,Igb CU.FT. (23,802 GAL) 0" SEPARATION® ENDS OF CHAMBERS 1�' - 2" WASHED, CRUSHED STONE TITIOAL STORM LINTER (SD) AND POOL 23,402 6AL x 0.05% = I,Ig5 6AL.(160 CU.FTJ Ib" MIN BELOW CHAMBER b5% COMPACTED FILL TOTAL VOLUME REQUIRED = 1,145 GAL. (160 CU.FT) Cl" MIN ABOVE CHAMBER BAGkNA51-f (PBLP) LEACHING BOOL DETAIL U5E(1) IO' DIA x 3.O'H PREGA5T LEAGHIN6 POOL STORM DRAINAGE CALL. (rL A : TRIBUTARY II: AREA: b,5b2 5F) (FOR Hl6H 6ROUNO WATER) FIN15HED GRADE a EL. 15.0 (TYPI(AL) _ N NOT TO SCALE VOLUME= AREA x RAINFALL x COEFFICIENT RUNOFF AREAS 1 (V - TOTAL VOLUME REQUIRED: 160 CU.FT.(I,Ig5 GALJ _ 241+ NOTES(TYPICAL): RAINFALL = 2.0" = 0.161' DWELLING 3,281 SOFT. (PROP. CHAMBERS LOGO IN LNDSGP AREAS) - � ' L L COEFFICIENT OF 6RAVEL DRIVE AND PARKINS = ID ENTRY COURTYARD 580 SQ.FT. TOTAL VOLUME PROVIDED: 205 GUFT.(1,535 GALJ •�` r �. � I. MATERIALS: CONFORMS TO ASTM •�y�.y\y\, _ - _ - _ _ _ \ \ , � \,•• A48 GLA55 30B OR 35B COEFFICIENT OF ROOF AREA = 1.0 RA15ED ENTRY PATIO ✓E STEPS 340 SOFT. - z ///\//\/.\'i\//\/i�/,. . ///////j i ;i / /%% - \\,\\,\\ \\/\\/\\ \\ \\\ \\\\'\ . \\/\ ; Y WELL APPLICATION: MASONRY TERRACE a STEPS 2355 5QFT. r // /////j/ /%�/%�/%� %/, //\ OPTION 3- ` ' " SPEGIFIGAT10N5 �, PREGA5T NON-L.EACHIN6/DRAINAGE 5TRUGTUREE1 TL.RUNOFF AREA 6'562 SQ.FT_ / -I /. INCREASED STONE OPTION, - 20" LOAD RATING: FOR AA5HTO 4 HS \/\/,/\ \\ :'\ \/\ \ \ 3x3 x314 PRECAST GATGH BASIN �/i��i�/i ��// :':;.\//iy/i.//i'�\i/\ PLUS 12' ADDITIONAL BASE 20-44 HI6HWAY LOADIN6 .. CALCULATION: ' CAMPBELL FOUNDRY OR YV/FLASH INLET 6,562 S.F.x IA x 0.161= Ip45B5 GIU.FT. �� •TH�IAL - n I`LRB: CULTEC CHAMBER MODEL: TL VOLUME REQUIRED= It046 GUFT. /\//\//\/\ //�/\_/ // STOR VOL./CHAMBER 34 OR 36 APPROVED EQUAL ,\\\\\i VARIE5 PER COW16URATION RECHARGER IbOHO STOPI-MATER CHAMBER 2.CA5TING MU5T MATCH PREGA5T ++ \\\ \j\\, :.;: �y/\=i - . CHAMBER OA SIZE. 133L6 x 36 W x 205 H USE PRECAST COMPONENTS- er , /„// / ...•... /y/\ STONE REQb/CHAMBER: PLAN SEGTI ON EL. 2-58- PLAN .38 vARll" Pr32 GONFI6URArION OPENING INSTALLED LEN6TH. b33 L.6 / (213 x3 x3 GATGH BASINS W/FLUSH INLETS cf� --•�..:•:;'•�::.;:....... ..::.::..•.... . 3.2 INCHES OF CASTING MUST STOP.VOL.BASED ON 'INCREASED STONE'APPLICATION: (NON-LEACHING STRUCTURES) �i::.•; .` .:::.: :..,:'::::::.::•:•::•:::::::::::::::: ::•:.� ..:::: .:::::: (/i//. m REST ON GONGRETE PRECAST. STOR.VOL. IS BASED ON INSTALLED LENGTH. //\�j\\/ ...•..•.:::•:•.. .:{ 'F.: jf :::::::,::.,•:;::, ,:::::: t y/\�j% �T� f rl L.I. PRECAST Model No. 5020-B USE PRECAST AND GULTEG COMPONENTS - \i ' ': :: ': X ::::•:.•:::':.'"':'':::: *' :.::: 12::•:.: /�� 00 BED GONFI6URATION INCLUDES: BED LOCATED AT WEST SIDE OF DWELLING: /!/\\�/,;{. H: # P`•.::::;:':::::: •.:;. :;r;,;.,,:.:'.'; :.: y,\i Fi`� HEAVY DUTY FRAME AND GRATE b STONE ABOVE GROWN, (7)CHAMBERS IN IRREGULAR SHAPED BED L. O.bb, :..::..::.::::.::...::::: B.O. BED @ EL. 0 88 N • Ib"STONE FOUNDATION, CONNECT TO ROOF DRAINA6E 5Y5TEM -` "' `� • 6'SEPARATION BETWEEN GHAMBER5(LONG SIDE), •• SEE ARCHITECT FOR CONNECTION LOCATION /\\� REMO ANtJ �6&ITABLJ�� O 0 SEPARATION BETWEEN CHAMBERS(SHORT SIDE)AND CONNECT TO CATCH BA51N PER DETAIL EL. O.O IL Wl S� �6W O/EL.0.0�// �� m • 12" STONE PERIMETB2 SURROUNDING CHAMBERS VOLUME PROVIDED: 410 GUFT. r.---�// L.-�/LLl /= -. %\/` w d t D _._r 1 1__-_ __� (TMP \i IGAL OF ALL BEDS). \ ro w X BED LOCATED AT EAST SIDE OF DWELLING: /i`//` /' r II t c a >G z < CHAMBER VOL, 162.11 GU.FT. (11)CHAMBERS IN IRREGULAR SHAPED BED I h. , C i • CONNECT TO ROOF DRAINAGE SYSTEM 5'-0" OR FULL WIDTH OF BED t I O • VOLUME/CHAMBER VARIES BASED ON BED LAYOUT ,. g�ARCHITECT FOR CONNECTION LOCATION �� m O • STONE VOID CALCULATED AT 40ASz i MM Q i-n • CONNECT TO CATCH BASIN PER DETAIL AO 24° % :,. ... NOTE5 (TYPICAL): . VOLUME PROVIDED: b48 GUFT. f U..':_" - w Oq m 71� * INSTALL PER MANUFACTURE'S REQUIR.EMENT5 GULTEG No. 4101 FILTER FABRIC I.MATERIALS: CONFORMS TO SEE DETAILS AND GENERAL A101TE5,THIS DWG O a tY 00 TOP (MANDATORY), 51DE-5 AND BOTTOM N i I Lu [� O o TOTAL CHAMBERS PROVIDED = 18 PCS •'..:._.. w ASTM A48 GLA55 30B OR i r, ' ` f TOTAL STORAGE VOL. PROVIDED = 11,11b CUFT. 1 s = N 35B SPECIFICATIONS 201, LOAD RATING: FOR AASHTO f GENERAL NOTES m 36„ 4520. CAMPBELL FOUNDRY Rechargerm ISo HD by GA TEG,Inc.of Brookfield,GT. ,f vv.n�JJ Rech All argerm ISO HD chambers must tie Installed in accordance with all OR APPROVED EQUAL ' appllccble local,State crld federal regulations. GROUND TER -~ -- ? F^ U-i SECTION 2.GA5TIN5 MUST MATGH Refer to manufacturer,GULTEG,INC.'s recommended Installation guidelines. 0 EL. -2.32' FrT�I PREGA5T OPENING I--�-I PLAN 3.2 IWHE5 OF CASTING MUST r�, RE5T ON CONGRETE PRECAST. F��•-I L.I. PRECAST Model No. 4001-B TYPICAL CROSS SECTION HEAVY DUTY FRAME AND COVER RECHARGER 180 HD CULTEC CHAMBER SYSTEM ENGINEER: INCREASED STONE APPLICATION O� I V '�✓ w PROPOSED W/ ADDITIONAL BEDDING P�� �� g� �'0 NOT TO SCALE CO W m i - w www.dignetnycli.com or �fPJ�''14"(i�K�I�{ www.ca11811.com .,,�.•:, 9,011615,811/r,CI (for ww.cother www.ca[181l.com INSTALLATION REQUIREMENTS FOR WATER SERVICES ��A 0?3 (TAKEN FRONI SUFFOLK COUNTY WATLR AUTHORITY,APPENDIX 3) RO 5 ( NPS' 800-212-4480 � 811 INSTALLATION OF SERVICES--SUBDIVISIONS J R, P.E. INSTALL PIPING 41/2'DP FROM THE HGI15E TO THE EXI5TIW STUB VAULT(TIE IN AT AUTHORIIYS COPPER TAIL) INSTALLATION OF 5BRACE5--EXI51IN5 STRUT 4 TER MAIN Q Bylaw,excavators and contractors working in For safety reasons,homeowners are strongly 1. INSTALL A MIN 1'4 SERVICE LINE ON THE PROPERTY,4 1/2 FT DP FROM BLDG TO THE PROP.LINE. the five boroughs of New York City and Nassau encouraged to call as well when planning any and Suffolk Counties on Long Island must type of digging on their property. 2• LEAVE A I,RISER ABOVE THE GROUND LEVEL AT THE PROPERTY LINE WITH THE END CRIMPED. contact DigNet,1-800-272-4480 or 811,at least Homeowners can contact us directly at 3. SERV.LINE MEASUREMENTS FORM MUST BE COMPLETED 4 SUBMITTED AT TIME OF INSPECTION. O Z = 48 hours but no more than 10 working days 1-800-272-4480 or by calling 811,the MEASUREMENTS ARE TAKEN FROM TWO(2)NEARE5T CORNERS OF THE BLD6 TO THE BVD OF YOUR PIPE (excluding weekends and legal holidays)prior national call before you dig number.For AT THE PROP.LINE 5B?V.LINE MEASUREMENT FORMS ARE AVAILABLE AT THE NER SERV.DEPT. to beginning any mechanized digging or excavation work completed on personal 4. THE END OF THE PIPE AT THE PROPERTY LINE 51MO BE 10 FT AWAY FROM ANY OBSTRUCTION SIUGH A5 excavation work to ensure underground lines property,it is the contractor's TREES,TELEPHONE POLES,CATCH BA51N5,OR ORNVEWAY5 AND SHOULD BE AT A LOCATIONLIQ IIJ are marked.Excavators and contractors can responsibility--NOT the homeowner's--to APPROXIMATELY CPP051TE THE POINT OF ENTRY INTO THE BUILDING. O LL also submit locate nests online,through contact Di Net. gutilitylines marked 5. A VALVE MUST BE INSTALLED WHERE THE PIPE FIRST ENTER5 THE BUILDING. �( v O O ITIC.If you do not currently use ITIC,please prior to digginging is free of charge. b. ALL OTHER UNDERC-ROUND UTILITIES MUST MAINTAIN A 10 FOOT CLEARANCE FROM WATER SERV.. call 1-800-524-7803 for more information. INSTALLATION OF SERVICES--EXI5TIN6 STREET 5RU-5 Z I. INSTALL PIPE 45 FT OP FROM DWL6 TO TUE EXISTING STUB VAULT(TIE IN AT AUTHORITY'S COPPER TAILJ r� O O m 2. A VALVE MUST BE INSTALLED WHERE THE PIPE FIRST ENTER5 THE BUILDING. Q-i N ^ SPECIFICATIONS I yrli I. TYPE'K'SOFT COLU TUBING,MIN.51ZE I"INSIDE DIAMETER. Q 2. 605TOMEZ5 VALVE �j FINISHED 6RAOE A VALVE MUST BE INSTALLED WI-ERE THE PIPE FIRST ENTERS THE BUILDING. I W Z Z 3. PLASTIC PIPE 5PEOFICATION5: (�/ w Z = C, Q -I - l-1 A. PIPE MANUFACTURE O AAD DE-5IGNE0 FOR 115E IN POTABLE WATER SYSTEMS GAN BE Qr ii -1 11_1 I I_ =111= L =1 I I=I I I INSTALLED FROM THE BUILDING TO HA 20'FROM THE PROPERTY LINE.THE LAST 20'TO THE 6 � Q O NOTE: 5' TYP.FROM PROPERTY LINE MUST 13E'K"50FT COPPER TUBIN6. ALL WATER LINES SHALL BE BLDG.LINLE55 B. PIPE 5HGULD BE RATED TO WITHSTAND WORKING PRESSURE OF 200 PAL(W/BURSTING 4'-6" BELOW GRADE. OTHERH15E DIRECTED. FRE55LRE RATED 6 LEAST 2X Tt E WORKIN6 PRE59JM W V G. PIPING REQUIRING JOINTS IN WHICH A CHEMICAL SOLVENT 15 UTILIZED 15 NOT ACCEPTABLE. 0 J O (BRASS COIIPLIN65 ARE REQIUIPrDJ � L/� # WATER SERVICE D. 20'OF COPPER 15 REQ`D FROM INSIDE THE BUILDING TO THE START OF THE PLASTIC PIPE. � � �-ADJUSTABLE CURB BOX SERVICE LINE INSPECTION PROCEDUI2_F5 LLL BINGHAM 4 TAYLOR FIG. I. GALL THE NEW SERVICE DEPT.TO REQUEST AN INSPECTION WHEN YOUR WORK 15 COMPLETED.(ONE � m) O N DETAIL 8 No.4901 BUFFALO TYPE, MINE55 DAY ADVANCED NOTICE 15 REQUIRED) C) O 2. SOMEONE HAT BE PRESENT ON THE DAY OF INSPECTION W 6 O N.T.5. COMPLETE OR Z 3. IF REINSPECTION 15 NECE55ARY,A$25.00 FEE MUST BINS E PAID PRIOR TO THE REINSPECTION. O APPROVED EQUAL. 4. LEAVE THE TRENCH OPEN.DON'T BACKFILL THE TRENCH UNTIL OUR INSPECTOR HAS APPROVED THE O O SERV.LINE. O `r 5. IF THE 5ERV.LINE INSPECTION PASSES,THE E.O.THE PIPE BY THE CURB WILL BE PAINTED BLUE.IF CURB STOP MUELLER SERV.INSPECTION FAILS,THE ED.DIE SERV.WILL BE PAINTED RED. Cm Z PROP05ED I' WATER SERVICE H-15204 OF APPROVED b. PLEASE DO NOT GALL OUR OFFICE UITIL 4:30 P.M.IF YOUR INSPECTION FAILS. NO OTHER (E.6.ER UTILITIES .6.GAS,ELECTRIC,GABLE TV,ETC.)SHALL BE EURIED IN WATER SERV. (COPPER PIPE). TRENCH. D EQUAL. 1. METER SETS AFTER ALL OF THE ABOVE HA5 BEEN COMPLETED,GALL THE NEW SERV.DEPT. TO HAVE THE PAGE. METER SET.WE MUST HAVE THE HOUSE NUMBER BEFORE THE METER CAN BE SET. TAP LETTERS CORPORATION STOP MUELLER TAP LETTERS CAN BE REEOLE5TED AFTER ALL FEES HAVE BEEN PAID,WATER SERV.HAS BEEN / 14-15000 OR APPROVED EQUAL E5TA5LI5HED AND THE METER HAS(SEEN SET. / WITH APAG FULL BODY SUPPORT I" IN5ERT SERVICE SADDLE / IOL. SERVICE TO PROPOSED DWELLING I� E11I5TIN6 WATER MAIN NOTICE: IF INSTALLING SEPARATE HOT WATER HEATERS,SEPARATE EXPANSION T�-r•iK5 SHOULD BE INSTALLED. 5WIT6HING SERV.TO HOMEOWNER --THE BUILDER GAN BRING IN A SIGNED APPLICATION CARD 5I6NCD BY THE BUYER,BUT IT MUST BE FILLED OUT COMPLETELY SP4 INCLUDING 5061AL SECURITY NUMBER,DRIVER LICENSE ID NUMBER,CURRENT MAILING ADDRESS,AND CONTACT PHONE NUMBER. IT 15 RECOMMENDED THAT THE BUILDER ESTABLISH THE ACCOUNT AND GALL FOR A C'I560NNEGTION OF SERV.,ALLOWING THE BUYER ONE WEEK TO ESTABLISH SERV. IN HI5MER NAME. of 4 FOR ADDITIONAL INFO: 5EE ARCHITECTURAL DRAWIN65 FOR 9 PROP05ED PRIVATE RESIDENCE BY BARNES GOY ARGHITEGT5 51TE PLAN BASED ON ORIGINAL 5URVEY BY: FOX LAND 5URVEYIN6 DAVID H. FOX, L.5. P.C. �f 64 5UN5ET AVE. WE5T HAMPTON BEACH, NY 11918 PHONE: 631-288-0022 SURVEYED: 05-19-2018, LAST UPD: 10-09-2019 9URVEYOR5 NOTES: REFERENCED DEED L. 11152 P. 390 4 L. 11644 P. 861 ELEVATION5 REFERENCED TO J' \—SITE N.A.V.D. (1988) FLOOD ZONE BOUNDARIE5 SHOWN <<�o LOCATION HEREON FROM FIRM PANEL No. 3610360501 H, Y V���� LAST DATE: 05-25-2009 ` ] o LOCATION MAP: -LANDWARD LIMIT of TIDAL WETLANDS ` / NOT TO SCALE WE 405 A5 FL.A66ED BY fid/ E4-GON5ULTANT5 ON APRIL 08, 201as� UTILIZE EXISTING TAP,RIA�I / e C�_CU EXISTING VS. PROPOSED CONDITIONS SITE PLAN PROP05ED 1" 5ERVIa WATER5, W F+iS�GT� 51TUATE AT: ZONIN6 D15TRICT: LINE,5EE INSTALL DTL,DW6 5P2 1_ IDE ` A 0 13350 NEW 5UFFOLK AVE y.!E GUTGHO6UE, NY FLOOD ZONE: AE6 RIGHT OF WAY TOWN OF 5OUTHOLD BASE FLOOD ELEV: 6.0 "or 'i` J �• �.. 9/�j, 5UFFOLK COUNTY, NEW YC�,K OWNER: =Wmmft15 W ® _ � e — — — — ✓ 5GTM NO.: 1000-116-6-20.02 13350 NEW 5UFFOLK LLG �S73°31'40"E 77__ EX15T1N:6 WATERMAIN _\ ren R.O.W. wN rfNti DATUM: NAV088 �---- 89.95' 33x.85 / i sr3°31'40"1= ac(A5' s$�°�4 ° _ COLOR LEGEND: �` Op�,E 573 2414 E x0.00' 513°24'10"E---- I � S?3°24'{0"E . � — — — 4 85 YELLOW EXI5TIN6 EDGE OF GLEARIN6 `, > 50.01' TO BE REHORKED ZONE AE(6) o _ y — — — o SEEN EX15TIN6 ED6E OF 6LEARIN6 RE i 4 — 1-� _ �� E.O. EX.GLEARIN6 r ED EX / t \ To REMAIN FIS n PROP05ED EDGE OF GLEARIN6 To BE RENOWED r PROP0r5 \ / EDGE OF TEMPORARY GLEARIN6 rn PER�a��vr1 T p \ t NOTATED BY HATCHED AREA TO BE TEMPORARILY CLEARED / rT,� rn 1 S✓ AND PRIVEwAr �— _ — ["� I PERIMETER OF DISTURBED FOR SYSTEM IN5TALLATION AND F- r Q HATCH HERE IN � ''` ✓ w I 1 SUBSEQUENTLY RESTORED A5 NOTED Oq EXISTING E.O.EX,GLEARIN6 `� L_ ---— -—— i r 1 � , 2 STY FR. MOUSE d � TO 8E i�IORKED � �> 0 w ,�. _.. EXISTING DRIVEWAY, AGGE55ORY 5TRU6TURE5 AND �T� O ✓ ` 6p` 0 Wil EX �EP (' ✓o BLUE 2nd STORY DE6K5 TO BE REMOVED �mD . TO BE F04OVED W TO BE�rORKt� — � w BLUE _� EXISTING DWELLING TO BE REMOVED xCC CD Q TEST a r = MM i HOLE I� ' >= pOLY' PROP05ED DWELLIN6 AND F--� O = 00 !pp I I — -�- -T' ED.� ���s�� t� CLEARED AND RESTORi� ORANGE ACCESSORY STRUCTURES � w o0 J 4 (p) — a �o BE r�r+owcEp I {} W/NATIVE VEGETATION 00 ..�.. ` O a W9 � r AND REPLACEMENT OF RAN PROP05ED AG6E550RY 5TRUGTURE5 = rl ( 0 6E v� o. EXl5TIN6 CEDAR TREE5 ✓- m To p ' o ,'�/f`�` (SAME GALN 'WITHIN W Ralvvw �� C)BE NOTED AREA � w TEMPORARILY — �� �L__ �� 2-STORY DhELLINS CLEA�REP AW RESTORED W/NATIVE ' -- 1 AWi ATTACHED 6ARA67E p b BEDROOM5 VE6ETATION AREA ' . — _. - a _ (CRAWL SP.FNP) 1 RACE * 5T�5 3,287 5.F. ENGINEER: ' 1 T4 1�10gt! TO R@10v4 I F FL EL. 12.0'ASL AREA: 2355 FT. _--� _ TO \ I PROF'.RAI5ED Poo AREA: 639 50FT. 6 P05T1 �' rpSL\t�6 FOX t TO BE R9fOVt37 _ � — ' a ' E.O.EX GLEARIN6 ur Toff WjlqwLp Q. ON < �` MIN �' u�► l�' � o o ZONE >� o A E (8 ) JEFFREY T. BUTLER, P.E. g� �� 66 \ 1 OU � E.O. hP , Y�$ J Z O JA ti z v 0 TIE LINE ALONG APPROX.H.W.M. H 6 (EQUAL TO TIDAL WETLAND BOUNDARY N IL A5 DETERMINED BY EN-GON5ULTANT5 O ZONE X ON 04-08-2019) t m lz APPROVED � � d � o BOARD OF .i RUSTEES p,� ZONE AE (8) ` F SOUTHOtID O -V O TOWN O a O 124 �4 00 DA:tEQIG 2020 �' V O I � H O 5� l6 Lu O ^ LL v O - 114.08 N73°51�1 '43"'W PECONIC BAY O CD I PARTIAL SITE PLAN " `���' � � r-�L PAGE: EXISTING CONDITIONS VS. PROPOSED WORK BuarLot iiust es 20 10 O 20 40 b0 E50 100 GRAPHIG 5GALE I" = 20'-0" of I Cantrell, Elizabeth From: Cliff Case <seaseamarine.cliff@gmail.com> Sent: Tuesday, September 15, 2020 8:15 AM To: Cantrell, Elizabeth Subject: 13350 New Suffolk Ave. Proposed Site Plan Good Morning Elizabeth, Thank you for all your help in the past. As one of the owners of the property to the west of the proposed housing project. We are concerned the septic system is close to the property line where our cottage once stood. Thank you for notifying the town trustees Clifford Case cell phone 954-695-4782 ATTENTION: This email came from an external source. Do not open attachments or click on links from unknown senders or unexpected emails. t Cantrell, Elizabeth From: Will and Ali Nolan <willandali@yahoo.com> Sent: Sunday, September 13, 2020 1:11 PM To: Cantrell, Elizabeth Subject: 13350 New Suffolk Ave Attachments: West Creek- CLIPS map.pdf Elizabeth, Thank you for reading my email and please realize that if there is any frustration implied in this email it is not directed at you or The Town of Southold. I have sat in a few Town Meetings and I am very impressed with the way in which business is done by our officials If you would kindly'forward my concerns within Town of Southold officials I would appreciate it am concerned about the proposed demolition and new construction at 13350 New Suffolk Ave, Cutchogue, NY. I already sent an e-mail to the DEC regarding the proposed disturbance to the wetlands that the existing home sits on. The Property is on the highest priority for environmental protection as determined by Southold's-Peconic Estuary Program (See attached PDF) The building architect is Barnes and Coy please look at their website https://barnescoy.com/ I think that you sit on the Architectural review board. The proposed home is a glass box In the Short Environmental assessment form Numbers 6 and 7 are marked wrong. Number 6 would be the predominant character question, and 100% of my neighbors do not want another home built that does not fit the character in the neighborhood. Just because Barnes and Coy was able to design and build a home that does not fit in the character of this neighborhood once mean that they should do it again. The LWRP is clear when stating that a community effort and is is encouraged. This is from NYS Office of Development and Planning website: Any village,town, or city located along the State's coast or designated inland waterway can prepare or amend an existing LWRP. Municipalities are encouraged to address local revitalization issues in alignment with regional economic development strategies and regional resource protection and management programs. Addressing local revitalization issues; community outrage should be considered. My neighbors are terrified. Cutchogue is seeing an increase in these boxy modern looking like Jetson like homes that are visually polluting our coastline. We find them to be offensive and out of character to the beautiful roof lines that exist on the current home and are predominant in the entire Town of Southold. The home adjacent to the proposed budding project is a beach bungalow. To build a modern home that belongs on the beaches of Malibu, CA is not in keeping with the character of the neighborhood. Number 7 on the Short Environmental Assessment form is marked NO. 7. Is the site of the proposed action located in , or does it adjoin, a State listed Critical Environmental Area? NO_X_ Yes If Yes, Identify: Name West Creek, Peconic Bay and Environs, Reason Significant coastal fish &wildlife habitat; protect public health, water vegetation &scenic beauty, Agency: Southold Town Suffolk County Date 3-24-88, 7-12-88. The form was filled out with a No, but the information about the sensitive land is identified. Please advise if we need to do anything else besides attend the Zoom Board meeting to protect our Mental health and the Scenic beauty that currently is proposed to be destroyed. Thank you again for your time, effort and public service, William Nolan 516-996-8861 ATTENTION: This email came from an external source. Do not open attachments or click on links from unknown senders or unexpected emails. E E0V S FP 1 4 2020 i Southold Town Board of Ti dstoes Peconic Estuary Critical Lands Protection Strategy Map for Developed Parcels- West Creek Area, Cutchogue, NY For informational purposes only Al it AP A A ;our- Esr \ig4alGiobe, Geo Eye, E-arthsfar oeographics, C•NE=/Air" O'l\ rtt, Legend Prioritization Score-Developed Parcels Score(0 is lowest-22 is highest priority) 0 E lip i Lettle � = 4-5 Pemnic 6-a SEP 1 4 202 , Bay " - 9-22 O4EGt,16 nN0 RplrO Southold TOM Ra "gyp Board of Trustmes GneatPeconic Ba PeCOriiCEStUBTy Esri, lrne ��EBCO, NOAA NGDC,and other Partnership contril.. rsi Sources:Esri,GEBCO, NOAA, �� " t ignal Geographic,DeLorme, HERE, O e�l44No•s v\co��c �i � � - Geonames.org,and other contributors FOR ADDITIONAL INFO: r� SEE ARGHITEGTURAL DRAWINGS FOR PROP05ED PRIVATE RE5I0ENGE BY BARNE5 GOY ARGHITEGT5 SITE PLAN BASED ON ORIGINAL SURVEY BY: FOX LAND SURVEYING DAVID H. FOX, L.5. P.G. 64 SUNSET AVE. WE5T HAMPTON BEAGH, NY IiglB PHONE: 631-288-0022 SURVEYED: 05-Iq-200, LAST UPD: 10-Oq-201q 5URVEYOR5 NOTES: REFERENCED DEED L. 11182 P. 3q0 8 L. 11644 P. 867 ELEVATION5 REFERENCED TO N.A.V.D. (Ig86) 1'0SITE LOCATION FLOOD ZONE BOUNDARIES SHOWN HEREON FROM FIRM PANEL No. 3610360501 H, LAST DATE: 05-25-200q 0 o LOCATION MAI': Z --LANDWARD LIMIT OF TIDAL WETLANDS ` ¢ NOT TO SCALE WETLAN05 A5 FLA66M BY fi+� EN-GONSULTANT5 ON APRIL 06,2Oiq ST UTILIZE EA5TING TAP,RUN 9-c EXISTING VS. PROPOSED CONDITIONS SITE PLAN PROPOSED 1" 5ERVIGE WATERF+is �'T 51TUATE AT: ZONING D15TRIGT: _ LINE,5EE INSTALL DTL,DW6 5P2 15' WIDE ` AT0� 13350 NEW SUFFOLK AVE^ JE GUTGHO6UE, NY FLOOD ZONE: AE6 RIGHT OF WAYa r- y fiy�/ TOWN OF SOUTHOLD BASE FLOOD ELEV. 6.0 — — — — — — Odle i ��� - _ _ .y SUFFOLK COUNTY, NEW YG�K OWNER: 15'W ••,,,,,,� r 5GTM NO. 1000-116-6-20.02 NAVUFF K LLC EXIST{tk6 � WATER MAIN — -- -� �—z---- . , � � 13350 NEW SUFFOLK�S73°31'40"E -- wvl -= U�m w�, ri M. DATUM: R.O.W. 71 A '�""' � -- 89.95' — __.__.. 33q.85' --- --_ - - 5-13031140")= --`` �pp„� 573024'10"3= � - _ - - - - - - _ . 5CIA5' 55 COLOR LEGEND: 3 80.00' C7 — — - - — _ I 57 43 85 E 5�3°24'10"E YELLOW GLEARIN6 � EXISTING EDGE OF 50.0 ' C TO BE REWORKED ZONE AE(6) — — — _ s - ®- .``�\ LOIS LANL \ � Eo. EX15TING EDGE OF CLEARING O L .,. GL _._ ;, 3 _ TO REMAINPROP — �/ �`�� \ E.O.REMAIN EDEA ;;1, TO BE R �F... PROPOSED EDGE OF GLEARIN6 ✓- PINK �F EDGE OF TEMPORARY GLEARIN6 m / `� PEizviavEL E.O. L .Ex R6 i NOTATEDBY 1 W MOTGRLOURT TO EYb RRKED \ \ HATCHED AREA TO BE TEMPORARILY CLEARED PERIMETER\ 1 TE OF O AND PRIVEwAY �.-- — r I DISTURBED FOR SYSTEM INSTALLATION AND op r <. t,� I— s / w 1. HATCH HERE IN 5UE35EOUENTLY RESTORED A5 NOTED E.O.EX.CLEARING f EXISTING 2 STY FR NOUSE 4 - TO BE R61ORqED � �> GLRG EjARA6E EO.EX ~ BLUE (- EXISTING DRIVEWAY, AGGE55OR r 5TRUGTURE5 AND �T� O t ` 2nd STORY DECKS TO BE REMO\/ED W ° REYYX2KEf) tD TO BE REMOVED r-- -{�}-- - L- - - - - ---� _...... _ _ _ m x TOS X w Q _� I > � BLUE — EXISTING DWELLING TO BE REMOVED �--i x z � L- - - - -J o HOLE o I Co Q Ln rn ( — T . E. �--�'--�-� T 'ORARILY OMAN PROP05ED DWELLIN6 AND Fi-� O =LLJ 00 0 BE�O.EX D y GLEARED AND RE57ORED AGGER Y 5TRUGTURE5 a f O O J �, � � Q� {1� � . " � � � ( ( � � W/NATIVE VEGETATION cc o0 AND REPLACEMENT OF PROP05ED AGGE55ORY 5TRUGTUiRE5 _ ~ 1 EXl5TIN5 C.H�AR TRE7=5 ORA.NG-E cn ,-i rn' To °o a>r 1``'� (5AME GALL WITHIN S M� QFC NOTED AREA r� TEMPORARILY - - J I L- 2-61 LIME CLEARED AND WJ ATTACHED GARAGE RESTORED W/NATIVE e PROPO D �� — (Tm ; , I 8 aEDru�OMs VE6ETAT70N'AREA ` RaiSK?MIl�ON7Y — .� — —(— — —— (GRAHL 5P.FND) '�` r. ' T t STEPS (� k 3251 5. ENGINEER: f 1'' TO IE RiMW 1 . F FL EL. 12 0' ASL } AREA: 2355 SD FT. ' ...• TO 81: VF7 TO \ PROP.RAISED PIOOL AREA: 63q 50FT. I o = P05T1 ' 6 TO HE Rl3iOVB� / Lf i FOUND Ln CV neR1 _. crews w I 0 �— E.O.EX GLEARIN6.^ O TO BE REWf)RKE�i � -A ZONE AE (8) JEFFREY T. BUTLER, P.E. 6 6 , <tT �O ^�`� gD E.O. TEW.GLEAWN6 VAI (k 0 © z O TIE LINE ALONG APPROX. H.W.M. lu 6 (EQUAL TO TIDAL WETLAND BOUNDARY ^ ry A5 DETERMINED BY EN-GON5ULTANT5 E—i O ZONE X �s � ON 04-Ob-201q) � Q O Z CD N o .� 0 I-- JAm O w 111 acY Q < `� o Q ZONE AE (8) p-I ,...a -V O Q (3 O U- — O 6 LL zlu O -- 3 --� ,�w 114.08' N� o _ O NT) 51 PECONIC BAY `� 1' li m�,'' ice^ _ `� ✓�, — O o (� I=T 1 1 2020 i PARTIAL SITE PLAN PAGE: Sc-;tno!c�Tcwn EXISTING CONDITIONS V S. PROPOSED WORK ° ".,scees 20 10 O 20 40 60 80 100 5RAPHIG 5GALE I" _ �'O'-O" of I NOTE TO CONTRACTOR: �— �� PROPOSED HYDRO-ACTION OP5 GNTRL CNTR AND BLOWER PROPOSED INNOVATIVE AND ALTERNATIVE . ,. ., T FOR ADDITIONAL INFO: ii- MOUNTED 3.5' ABOVE GRADE OR ABOVE BFE WHICHEVER 15 HIGHER,SEE _: � , 3 MIN SEPARATION MUST BE MAINTAINED _ k'.. ,,,,.:,t ,'. ON SITE WASTEWATER TREATMENT SITE PLAN ;' ``' ` CONTROL PANEL AND BLOWER REQ'MT5 AND H FRAME DTL ON DWG 5P2 i. .•.,..� SEE ARCHITECTURAL DRAWINGS FOR FROM E.D.DRIVE TO SANITARY COMPONENT GULTEG sD e �. ' " ' "� ''�"..k' r� PROPOSED PRIVATE RESIDENCE _— _ GHAMa rn SITUATE AT: (FOR PROTECTION OF 5ANITARY __ _ o PROVIDE CONVENIENCE GFI RECEPTAGLE: ZONING DISTRICT: 13350 NE F „�., . :r.r.,� ri> '. • 0 0 BY BARNES GOY ARGHI TEGTS L T T —T—— W 5U FOLK AVENUE GUTGHOGUE,NY FLOOD ZONE: AEb '` h. `, N N COMPONENT FROM VEHICULAR DAMAGE) _1_ NEARBY CONTROL PNL (3.5 ABV FIN. GRD MIN.) PROVIDE 20 AMP ,1 '� f" I f--- __L_ TOWN OF SOUTHOLD BASE FLOOD ELEV: 6.0 n,� x , . L--1_- T-- - �J SERVICE FROM MAIN ELECTRICAL PANEL IN BLDG SUFFOLK COUNTY NEW YORK OWNER: '` ,- u 7` ., ' o PROPOSED BUOYANCY ANGHORI NG: . _ __ TEST a PROPOSED.' SGTM NO.: 1000-Ilb-b-20.002 13350 NEW SUFFOLK LLG a � �dt 'yd � , d a r`+�'.4 >:A rpt 'r x " PROVIDE(4) HELICAL GOIL ANGHORS 2 FOR CHAMBER �� ,�4, 4 p ZONING < GRAVEL ".. DATUM: NAVD88 ? ; , r �r: � �-� ` a 2 FOR TANK,LOCATE A5 SHOWN LIMl7 L N Moron GouRT: PROPOSED I/A ON-SITE SANITARY SYSTEM SITE DATA: ,': o 4 : 1,r. �, ), r", Q Q Q 14 • LENGTH OF ANCHOR SHALL BE i10-15 BLW GRD OR / E AEROE3IC TREATMENT PLANT: 1 -� , h r z TOTAL LOT AREA: 84,745 5Q.FT. :• r,` .. t" " � � 9 WHATEVER 15 NECESSARY TO ACHIEVE 10 KIP ULTIMATE a a I - HYDRO-ACTION SET-N-60 ONSITE WASTEWATER TREATMENT PLANT, WETLAND AREA: 24,120 SQ.FT. j a ,,(I r' k �t - ty • SEU)RE CHAMBER AND TANK WITH HOLD-DOWN STRAP 4 3 MODEL fW1100 (GRAVITY SYSTEM,DESIGN FLOW: 1,100 GPD) gr'�, i t° a ='` r ' .z x z z AND TURNBUCKLE TO EACH HELICAL ANCHOR N z UPLAND AREA: 60,615 SQ.FT. :i• .;,,ti - •• UNIT INCLUDES: OPS(OP/GNTRL CENTER) W ALARM BEACON 4 (NYSDEG ADJACENT AREA/TOWN BUILDABLE LAND = LOT AREA-WETLANDS) _l:'$ -' 1 fr"" a !` ` '1 4, `n ~ -~ SEE CALCULATION,DW6 SP2 AUDIBLE HORN ALARM(LOCATED REMOTELY,AS SHOWN) 1 ;-` t' ' S63°31 III 0" LINE OF K _-- 7ED.6R�- / PROVIDE: LOT COVERA6E: EXISTING(TO BE REMOVED): PROP05ED (DEGAN: PROP. (T.O. Southold): °1" 1'; i t� ;t' y i 10-97' E BOTH REQUIRED AND « � `" r #_�' V '��' .Q�?5ED "5 . •• 2" U16 ELEG GNO FROM AERATION CHAMBER(A.6,.)TO OPS DWELLING 3,420 SQ.FT. (5.8450 3,281 SQ.FT. (5.42AS) 3 1 SQ.FT, 5.425$ ? I: `, ..,I y'`'x' ilr S '� WETLAND loo �r I- _ ,� ( ) , ,� - :J '> fi, EXPANSION LEACHING ,. �� 2:5TY LWL6 .:: .. ,, r , �'.I. t ,`it . SI � _=- 2 U/G VENT GND FROM PRE TANK(P.T.)TO HOUSE STACK ENTRY COURTYARD NA. 580 SQ.FT. (0.9b�) N.A. O° \ COMPONENTS SHALL BE , ,', , 11 , - N/'ATTAd4ED•GARAGE.••• ,_� ?"4`.f ?' .' u�I;t€it i`}',''' ,% EX15T. 11 , r ' •• 6FI GONVENIENGE REGB'TAGLE NEARBY CONTROL PANEL F. r.;,; .,,x.:,.,._ _',:•; .� S11 i 5'MIN 11 , / y RAISED ENTRY PATIO STEPS N.A. 340 SQ.FT. (05b5Yi) 144 SQ.FT. (024SG) "':.:;..: . . `' r it,"sa 141,;:.:u,• k` s 2 \NYT #37 PROVIDED DURING r /� 10 MIN + ;.. ", .. .3 II �,� �!� , _ --r _----- 7C3 AMP SERV'FROM::. . ': MAINTAIN REQUIRED SEPARATION DISTANCES, DWG 51'2 SHED 60 SQ.FT. (0.015 N.A. N.A. :, ,,-.. ?"' � '.,,I $` :';;1`:+;". ' "'; '. ; >'�'4'{ ..'<,':, ac INITIAL INSTALLATION I- `' d \�� / SEE DETAIL,DWG 5P2 ) 4:. t Q 6 r7j�/ �" _ _ MAIN PAFIEL 1N HOUSE DECK 1,885 SQ.FT. (3.110 N.A. N.A. ,1. M- 1 11 1' L_ U/G 2 ELEG A ' ' -i ' 51TE LOCATION P - / -0,I IIS', 1;071'+ I's,' '�'' �n ESE A E A AE35ORPTION FIELD AND PIPING: MASONRY TERRACE 45TEP5 N.A. 2,355 5Q,FT. (3.56%) 2 55 5Q.FT. (3.88%) y - ',n11 1; N��11, //S, I PIAIR LINE y . . . . . ELJEN G5F GEOTEXTILE SAND FILTER SYSTEM SWIMMING POO N,A. 63d1 5Q.FT. (1.0555) 6341 5Q FT (I 0595) :; e. - f, ,/, .I OP65w'.' 2 STAGE BIO MAT W/4'� PERFORATED PIPE LOT COVERAGE: 5,365 SQ.FT. (8.840 7,201 SQ.FT. (11.810 6,425 SQ.FT. (10 541 ,) , o N o v� PT .-�_ GO T__ �ri;ILU --F .0 ti I 5' ,U� � AG 5'MIN RAISED MASor�RY .. 8 LATERALS t N N a rn +1 MIN J r :.:. .TERRACE' • . o O I II 1, vUl 35_ • . • . •' . , 4 -4 LG MODULE5 = I6 LIN FT(READ MODS) _ _ : O �`'�° o`��-- x � �,� - j ��� quro va�rEfl(AIR verr rie�� 2 -4'LG MOOULE5 = 8 LIN FT(EXP MODS) Ul LOCATION MAP: PROVIDE AN ESTIMATED ±IIb G11.YD5. OF g j z �8���� b �' •• IN5TALL IN 25 LONG TRE:NGHE5 NOT TO 5GALE COMPATIBLE GLEAN SANDY FILL W/51MILAR �JAO1 r �, b ENHANCED 1NTO'fI0U5E VEN1`STACK) •• 65F = K12 LIN FT BUBJEGT PROPERTY CURRENTLY: GRAIN SIZE (OBTAINED FROM AN APPROVED `� A i 1l �/�-, TREATMENT •• ALL LATERALS MU5T BE INSTALLED a SAME ELEV. NO UNDB�6ROUND 5TORA6E TANKS EX15T 2 O� `, .t 11 I', <<� UNIT(�TUJ UPLAND SITF� FOR THE PURPOSE ATTAINING THE POST x,,1 11, ,3W 1 1+ \ lo'MIN PROPOSED MAINTAIN SEPARATION 015TANGE5,DW6 SP3 STORM DRAINAGE SYSTEM: ELEVATION5 AT GRADE 5HOWN IN THE PROPOSED `Q FOUND �n, ; T+ 1�1 (`TERRACE) RA15ED POOL • SEE DETAIL ON DWG SP3 NO STORM DRAINAGE 5TRUGTURE5 EX15T ON THI5 SITE. ALL PROP05ED DRAINAGE GOMPONENT5 WILL 51TE PLAN AND SANITARY R15ER DIAGRAM. now or formerly EX15T. �, POST I��yj' -=r IP � 1`�j1 \61 20'MIN MAINTAIN A 20'5EPARATION FROM ALL PROP055ED SANITARY 5TR1)GTURE5 AND/OR AB50RPTION FIELD - (formerly Marion Gose) N 3Co �T.ICFI U Lla r (POOL) COMPONENTS AND PIPING: NOTE. PROPOSED AREA OF 0I5TUROM66 David Terry Gale \ .VT. '.1 q 1', ',I Il U 2'Q POLYLOK RHINO DISTRIBUTION POOL (DP) � 125404 5 FC (05832 CIG) Revocoble Trust 5'MIN ,t I+ '' �� ', I • . • THESE PLANS ARE DES16NED TO COMPLY W/S.GD.H.S. 'STANDARDS FOR APPROVAL OF PLANS AND � sq .ft '�+ \I L USE END GAP LEVELING DEVICES CONOTR. FOR SEWAGE DISPOSAL 5Y5 FOR OTHER THAN 51N6LE•FAMILY RENDENGE5-DATED 1229-2011. �� Sep ++ �L II MAINTAIN SEPARATION D15TO,ZES,DW6 SP2 AND SP3 UNIMPROVED,VACANT ��i ',' )', II `,' "` p_1' i .' • OWNERS/INSTALLERS ARE TO FAMILIARIZE THEMSELVES WITH SECTION XVII -GENERAL REQUIREMENTS .�° II_,��; + - ' tf' APPROX. 6,191 5F OF EXISTING SEE DETAIL ON DWS SP3 XVI.2 - I/A OWTS MINIMUM DESIGN REQMNTS AND SECTION XVI.+-ELECTRICAL REQ'MNTS. THE AFORE O �� �� YE6ETATION TO BE NO WATER SERVICE OR WELL 1' II 1\ ,'1 I�1' '' II I`\ << //i� � . ,, +, � ',`��� „yam, PIPING: MENTIONED SECTIONS OUTLINE MAINTENANCE AND GARS OF INNOVATIVE AND ALTERNATIVE ON-SITE .� SITE PLAN BASED ON ORIGINAL �� 'L ',.. -- •' �'' m` : '°'' 4" SDR 35 TRANSPORT PIPE(TYPICAL,U.01u WASTE WATER TREATMENT 5Y5TEM5 REQUIRED BY 5,G.DH.5. 1.2 , DISTURBED/REMOVED FOR DEMOLITION ZONING LIMIT LINE " FSURVEY BY: 1�1OX LAND SURVEYING A LINE OF WETLAND 100'5ETBAGK 4 5OR 35 015TRIBUTION PIPE(OVER 66F ONLY) �j� �� OF EXISTING� HOU)CTURES 5E/E TRUGTION OF DAVID H. FOX,L.S. P.G. �1 PERFORATED,W/Y,P HOLES AT 8 AND 4 0 GLOGK fi ENLARGED SANITARY PLAN \ of NF'vV 1'0�CITY 64 SUNSET AVE. ���T (INSTALL LEVEL) ,111, LANDWARD LIMIT OF TIDAL ,-y�� P�qNet SONG 15 NA p WEST HAMPTON BEACH,NY IM-r8 ,�,� WETLANDS PHONE: 631-288-0022 15 1s o 15 30 INSTALL BOTH THE REQUIRED AND EXPANDED WETLANDS A5 FLAG6ED BY Ili �+ SURVEYED: 05-Iq-2018, \ 6RAPHIG SCALE V = 15'-O" SANITARY COMPONENTS UPON INITIAL INSTALLATION" EN-GON5ULTANT5 ON APRIL 08,2014 = _R ,,fir, � � ST 800-212-4480 1 811 LAST UPO: IO-04-2019 EX15T. u,F.#35 ` UTILIZE EXISTIN6 TAP,RUN / (3k, , www.dignetnforoomorates) 11811.com — __1__-1' I�1' PROPOSED I" SERVICE WATER j°f (for other states) 1, I1' I I, 15 WIDE Ex. s/ �. SURVEYORS NOTES: �j = ,,I1, ,tlr, LINE,SEE INSTALL DTL,DW6 SP2 �. I^>MO ' / a By law,excavators and contractors working in the REFERENCED DEED L. 11182 P. 340 4 — _ — • ,I1' RIGHT OF WAY += \\ jbq five boroughs of New York City and Nassau and L. 11644 P. 861 •&�� — — _i EX15T IN6 I-,- li .� :. Suffolk Counties on Long Island must contact � '� , m DigNet,1-800-272-4480 or 811,at least 48 hours ELEVATIONS REFERENGEO TO � — L — — — GRAVEL ROADWAY N m but no more than 10 workingdays(excluding 15 W �s'73031'40'1E EXISTING WATER MAIN — — — / 70 REMAIN w v ( g NA.V.D. (14188) _ WIM M M WM —5 It O weekends and legal holidays)prior to beginning `�— O • CO any mechanized digging or excavation work to FLOOD ZONE BOUNDARIES SHOWN R.O.W.—\, ' � v, ti ensure underground lines are marked.Excavators HEREON FROM 3341.85' � 2. 89'95 EX15T,6 VEL S 7o ,q s�� P I N and contractors can also submit locate requests FIRM PANEL No. 361036,0501 H, '— �j�3°31'40"E g W aQ•gB RDRAY TO 'EMAIN �7°� O n 3 __ online,through ITIC.If you do not currently use \ p a q tzQ � BOO"� `�, 5773°24'10"E n 0 ,.q — EX15T. P4 ITIC,please call 1-800-524-7603 for more LAST DATE: 05-25-2009 ° EXIS7145+RAVEL j a - �*_ 93' 410,0_0 = s - 0 4 n U P X33 O �"1 O m +� -� 2 , — . — 1W -I _T- ,/ 5?3 2410E 1 > information. r0, ROADWAY 70 REMAIN M �, :� o O 0-A EXIST. �� �� g-t �—'.� S-l3°24'10"E 43.&j, EX.Wt'I V ell, `-?, E.D.EX.STONE __-- ZONE AE(6) z O LIL 33A LS !Y_ For safety reasons,homeowners are strongly �' J. ¢ g p § M EX-U1L_ b, — 4 Z LOIS LANE N 5O OI PROP05ED lmD LLJ Q encouraged to call as well when planning any type g _U', z r N , rn POLE 'Mj sr- ER�IDN CONTROL MEASURE 0 X z LL WETLANDS ' of digging on their property.Homeowners can N �\ -t TRIBUTARY I O V_ 0 PROP. EX EL ,.... •::•. PRpp •. INSTALL STABILIZED Z O Al, i5 `� - O TANKS E.O. R6 :....:•':';':' O contact us directly al 1-800-272-4480 or by calling - EXIST, C ~ � o MTP OL o0 811,the national call before you dig number.For LIL 34 0 � w., CONSTRUCTION ENTRANCE N PROPOSED °� 70 ; v, /'^� 77- .�"`' DETAIL,Owe sP3 MM Q In 00 excavation work completed on personal property,it Ul � T � POOL DRAINAGE SYSTEM �" �. .t PI�DPbSED•'`" _ � EDGE OFW = Q _ is the contractor's responsibility--NOT the t� � -Y/, , ¢ •'&•' •••12 •' �- ,,••` EXISTING PROP05E'D LLJ Oq - 10 0 x 3 L.D.POOL BACKWASH v ED.Ex i 1'E aIIOUS'�Rp`y$-•' homeowner's-to contact DigNet.Having utility lines •j �� GL�� ..•,.` ::MOTQI7C�OURT ' 5Jk'.•• . • • CLEARING EROSION CONTROL MEASURECC 00 marked prior to digging is free of charge. y LEACHING POOL(P8_P). / ' v, l -.,W �" l. E"�'r 0 O ='I/' T SEE DWS 5P4 FOR INFO. PS �- `n — DWWY;:'... , .:• ` IN5TALL INLET PROTECTION ON ALL � = N PART OF TRIBUTARY II �`�I'� .- 9 � — �E'Kwx wE.Iwmmo 1 . .. '' •` ":rOG'. . - OPEN COVERS,SEE PTL ON SP3 T_ v) r-i LANDWARD LIMIT OF TIDAL I, ,li' PROPOSED PRECAST /GULTEG 5 i - 4- 7 74 .•'' urrf..TRFNr;H:= .. . ..,.;• :.'' . .' )X `••:,: '. 9�' ��.�'' ' L (� � m WETLANDS AS FLAGGED BY = '� J � � .:..5EE10T.L. DW6$.P.3.:•• :':''.; '. . � NOTE TO GONTRAGTOR- �0 EN-GONSULTANT5 ON APRIL 08, 201q e��• � F� STORM DRAINAGE SYSTEM - E � �A%J + - SII - F \ ` + PROPOSED CONTRACTOR TO COORDINATE WITH c6, I -3'x3'x3'CATCH BA51N W/PLUSH IN ET 3 �r PRIi�01� .:::`.: ; :"' ''' �o POOL GATES ARCHITECT FOR LOCATIONS OF ROOF ��T1 w Z I , . •.~•144:5ff:RAT5EO MA.. . Y , : .'� z CB \ z SHALL BE DRAINAGE CUTLET FOR CONNECTION F-�� I- ( — — \\ STORAGE VOL PROVIDED: 470 G1.FT. -" /� �I ''` %:, .:EN1T7Y PATIO TT(. ':... \ + t� SELF-CLOSING AND TO PROPOSED GULTEG DRAINAGE _.l To t5 r / El/6,8 .• :":'.•:`.. ,;...• ; :. ... \ + + l "C_ I,, 2 EX STONE p� Sim DETAILS d REQ hMTS,THIS DW6 d )-' + :..:. 2ricj.�T1 QVRHNG:•: :,: •. O \ + l v HAVE A SELF-LATG 5TR11GTURES(TYPICAL) r -� /� - all, — — — — % rte- i 9 SEE ARCH FOR CONN.LOG TO < - yj(f4'xI,F,STE%: '" 10 0+ + ! DEVICE(i`fP B OG5 1�-I-"i POADWAY .•. b vt - : r �— W M W M '-' TO REMAIN �' ROOF DRNe OUTLETS — ° — �ExlsTi�f WATER MAIN LOIS LANE \\°'� - � -� - 10'MIN : ' :a:': —�}— w — . — „ EXIST, - o i r;—-r=' _ 2z.o' SD I III o+ 1 4 x PART OF TRIBUTARY II 0 841.45 15 WGF1T OF WAY _ _ LOIS LA. / 513 3140E s5 uL#33.41 -{ �c — _ , — — D' :• ' / , 8.9' - F d h�d +�W PROPOSED PREGAST/GULTEG ENGINEER: EX STONE ROADWAY TO REMAIid 38,43QOnE CD g0.00' �~ Sl3°24'10"E Sl3°2490"E EX. M EX15T. - ' ' ` . ,) .,... ...... 1. / 25.0' / I I I I I I + \ STORM DRAINAGE SYSTEM - EAST S13°24'10"E rP U.P.X33 - + L_"L- - - PE .. 580 SF ON{RADE J� + z5b.G / c t Ex 5TONE RDhAY 50.01 4385 --, ? ,,• .. 1 :'/:' \' / 16, . I -3'x3'x3'GATGH BASIN W/FLU5F1 INLET EX.UTIL. Q To IZEMAIN \ � ' + " rocs. ' o G.FL.EL.@ U PAVER GOURTI(ARD o, / QF NE�✓ POLE -O-FX.ELEG._ �N now or former) /. -.- r , N n,:'' •?.-•®5.•15' - '. :^' �"' � PROPOSED I I�l I + + (II)GULTEG 180ND CHAMBERS i METER y gX,WD CURB ~' ?rnest Gase,Ncnc ) O \': ,, 6.34 ASL N ( �P ���( r (. To eti REMoVEO O� y + + �?'. ,. . `a / 2-STORY DWELLING E•O• I--I� L� , , 11 STORA6E VOL PROVIDED. 648 CU.FT. F .- _ O Mor6dczcn,Barbara __ _ z I E: O' Ex GLRG + SEE DETAILS 4 REQ'MNT5,THIS DW6 O — W h1a tin s Paul&em + + + + + $ ` :•.: :*� y.` . . Y: W/ATTACHED GARAGE I I I I c7 ) O\=E� �Z 1 1 pIELD+ `: :::•, :,, :f,. — 8 BEDROOMS ` + ( t. SEE ARCH FOR CONN LOG TO ROOF DRN6 OUTLETS � .C - SURFACE WAi�w11Hx }�,O A:LEA 9 m' - T2nd FL OVRHANr ABV (DRAW_5P.FMD) ' I �I I + + Cv e C7 r' -0-1 1Z9Vl 9W TET aF PROFERN 7 = , / 1 1 �� // Vlz' 'N?t__ Ex. BRICK wK TER �� %. O_ t+o wil5 wn++x lso�T +T 16.0' 36.0' / 3,2815.F. ' L -i !moo �Y!` PROPOSEVEC�ETATED: AREA m ,� I _ `' TO BE RE 2 ,,, .,, -,_� I + i FFLEL.6 12.0'A5L EDGE OF EXITING EDGE OF , .4 ``�-= OFPROPERTI' ;i1:' rt"i_r',. Ir + -I +,• -a , r N ZONE AE(6) Cfi — — STONE DPIVEINAY ;- + j =--- + + '/ Ibo'/ 'f` HaTGiED AREA APPROxIMAT13Y ffilb SQ�T.AREA ro 1710 T 4 EXISTING _ _ EXISTING IWW'W-wgpg,C,E N , ,011 1 , I BE TEMPORARILY CLEARED/DISTURB®FOR 5TORM 34 3 ,, To BE IZEw RrED > cv_ I-,' -, ,F �� + t + ,PROPOSED CLEARING 26,5' GLEARIN6 MAX , // - ?� PILI IG +'� , + + 7 + -^ W o 4' a I DRAINAGE 5Y51T31 INSTALLAITON AND 5UB5EQIJE�JTLY ��F=v 3) ,{�,' ` �/ � CROSSING CR • I?I �?tJ5Et7 .'• . 4 h r. /�/ I O /' + :o � .�. 1 � II : ►� 4 - �� � � � • •, ..•,.•,• • . • . 14.3' • .•, • .• • . . , ' ' o I�, , .........4..........., _ �+�' � EDW S 06� 1 � (SEEREST�AEl1.-E ON DWG�FOR PLANTING SPEGIFIGATIONS) �" � 9 • RA SED MA .''•NRY•. . -�-- I � � RED NTH NATIVE VEGETATION _. r I I _ + :TRRAGE :STiPS' •' ' v + JEFFREY T. BUTLER,P.E. TESr �� m Ex WD WALK yf�.: o ' A Il I;` -Irl, 3 CST q + + y TM �RARtLY G+L AI+2E AN E T}O ElJ Nl/�N IV 1 - _ _ '• ;35 •SQ:FT: I o + +5 HOLE p� X I TO 8E F EMOVED A 2 a + �I Il 1',--++ . 1 Z+ �yr / + AREA: I ` + + E .AG I „., _ + 1 -,-+ 3, .4I' + � + + ui PROPOSED V G TAT�ON A PL ME T OF EXI TING G D # WD V, i..' t' 1 _N - O :n'. ...� o + + + + � + + �K ':":: , •,;. UNITS TBR I;';O' V: HH Z' 11, T + . , d.F'L•G�fI�HAN6/SBV. POOL ENGLOSURE L t,• _. - , + T7 x , + +TREF�S lSA+MEALIPER) TITHIIV NOTED AREA + 24' . ,. _ rm: ...1,. PROPOSED DISTURBED AREA + - - � + � POOL FENCING AND GATES --� EX PROPANE t` - k°`X - + -T I °7 _ �P! D_ 5HALL COMPLY WITH N.Y.S. O .. ., .. _ �g' 3 TANK 70 816 TO BE REVEGETATED: ® + ib + + E.O.EX. r • �' '' RESIDENTIAL CODE,t110L.F. �i Z _ �Q HATCHED AREA APPROXIMATELY:16,626 5QFT.AREA TO + I+ MAX. +r, r-_ \ + + y' • . PROP.RAISED POOL b / o -SECTION A6105 rLI I- QBE REMOVED• _ (.' LEGEND: � :i';'_'Tl.;I�- r .`�, ., `"` , + ,� i + t AREA+ b3Q 5QFT. / W _7 �4.1' EX. OUTDR -Ti 2 STY FR.HOL15E t GARAGE p `p BE TEMPORARILY CLEARED/DISTURBED FOR SEPTIC 5'MIN v� � 1� + + ,A c, .fl 11.2 v I 5{TOWER TO �-' SYSTEM INSTALLAITON AND SUBSEQUENTLY RESTORED �j I (T(P) ' ;"_"' 'I.I1-1'+ + o p3z1NS - I� TO EIE REMOVED BL REMOVED `O NN' _ �` b5 O.C�� 1 + +-, TOP®il.l5'ASL. (FF-II.0) �� WITH NATIVE VEGETATION P05T 111` -'11 1 1 -, �1, 45 -� pP. f.-� , r� ENGL. %_ I -{� FotJID 12'1 '�: III n + + BOL 6.25'A.S.L. PR l/� PROPOSED SANITARY I/A SYS: � V 14 I' �.,' m_ PORGN J � (SEE TABLE ON DWG 5P3 FOR PLANTING SPEGIFIGATION5) T + + '1 II,1+;p,I , Hrj' x71+ + + + / 0 -�/ gin' 4"' ) N O UNER TO 6RADE /��/ �� �L( Q 15 q' — ,,,r 63— _ 7BR N )_ I/, -ACT N 2nd STY �� 2nd STY _ + + TEM�'CtRARtLY + + + + HH,I wl �, �), �I+�, EO.EX.GLEARIN6 0 �' /6� �� M IQ \O HYDRO ACTIO 1 6LLIz R+E .. f E T�R D+W + 'I+ y, ,t' : 1���+. I' ";J + r o E.o EX. 'a A \O d' \,__,` / w O O 6•...., 1 ` DECK TBR X / DEGK TBR + - � + + + , �++ + + �JL11 ) +1 �1 / �.. NA LVE G TATIO ARA / �+ '+ - If --- EO EX 6LEARIN6 � �-+ 1, + + b s O� EDGE OF „- " + + + 1-, + 1 ILII-+,+ ', , <t r J•> -� GLEARIN6 o Vj 6EOTEXTILE SAND FILTER 1_q EXISTING f� TO O�R MOVED EX.BRICK �\,3 � - a 4 f ,, 3 0 ,-- r-T-T-T-T-, (65F) L) 0 O ci WALK TO ,,,, \ ,,.-,/,�s �' URtt� ' , s �� IN 4'WIDE TRENCH 1- (�{ rn P05T ,LEAKING EX. Eo.... �O �`�S, T FOUND *FLAG — — _ -� BE REMOVED + + 1 F f„ PROP:-;-,..I: •r'^" -� / � '� W O — — + + + I�p - 1 r-,r�_ , . _ ,p ZONE s r 4 � •� p >x. wD WA _ BE .Ert-I D TEST HOLE Imo' +� ' < PROPOSED 5TORMWATEZ5Y5TEM, w z CIL- . 1. �.�..,„ x ZONE - + + PROPOSED I POO ' � AE (8) \ �� GULTEG IbOHD W raw or formerly ' .`.. �O ��l P / A r—T—T'—T—-1 o I ROdIDME BY , �� L WATER / \ ,� n— — —-I 'INCREASED ST0 5 �1 Z } Q I �, �— :�_'r 6 SUPPLY LINE TO POOL EQUIPMENT °��� I-—-'-—� J APPLICATION 1""I LU O Davld Terry Gase .._ � , o ° MILLER ENVIRONMENTAL GROUP Revocoble Trust I , AE(8) $!� *1 538 EDWARDS AVE,CALVERTON NY S 6 ' . EO. 1�JdP�l�p,WN6 ��( s /! x t)? , 1 15 _�-�• IN 5'WIDE TRENCH _ (fcr mrl, Nurio I ��� $O�j PERFORMED ON: 10-30-2019 612' POOL EQUIPMENT ON /$9°1 1 1 6 O� �$v , `^^^' �'(j 3'x3'x3'PRECAST CATCH � � J tJ UNIMPROVED,v T /%, \ EL.4.16' CID'-ID'BELOW GRADE v'- 4" THK PL. EQUIPMENT PAD, S 6 $� J BASIN W/FLUSH INLET _ NO YNATH2 SERVICE OR WELL N BY REMOVAL PER SGDHS REQUIREMENTS / �j .� ° 11 ,�w SEE DTL, DW6 5P3 - � O V (SEE BOXED NOTE, TH15 DWG) $9 1 (MEDIUM SAND BROWN o — Q N S O 6 TIE LINE ALONG APPROX.H.WM. O COVER TO GRADE /"' PRECAST 10 � � I W (j6- EL.3.18 1.0'-2A'BELOW 6RADE f�•' 1 POOL BACKWASH W � ~ d- s:" , (EQUAL TO TIDAL WETLAND BOUNDARY ,'COVER BELOW 6RADE LL A5 DETERMINED BY Ell-CONSULTANTS C11 fj� MEDIUM SAND-BROWN '•, f. \`�/ LEACHING POOL L/) O N O.) (Sw) o ; - a ZONE X l• � o ON 04-08-201 v w W O ABANDONMENT BY REMOVAL: X Vp O EL.2.18 2A -3.0'BELOW GRADE -) o oT `4�1 `.JA w a z LL — — EXISTING SYSTEM TO BE ABANDONED BY ZONE `' tf' � CCUR5E/MED.SAND VA Fn i IT .p P l� O REMOVIN6 ALL RESIDUAL 5EWA6E WA5TE5 BY W W MIXED GRAVEL(SW) W R P A LICENSED WASTE HAULER,REMOVING THE j. 1, EL. _ g EXI5TIN6 SPOT ELEV: x6.0 ENTIRE STRUGTUREN),BAGKFILLIN6 WITH T- `I O_ 3.0 4.0 BELOW GRADE C 9 6 M C W � m zQ SUITABLE 5AND AND GRAVEL MATERIAL,AND MED.TO FINE SAND, _t O CONTOUR i-)Cn PROPERLY GOMPAGTING. ( -� r- � -. e TO BE REWORKED: O m DARK BROWN W SILT(5M� v :-t:,, 4,. \ I __ r._ L-, ryry �7 f' O EL.0.18 4,0'-5.0'BELOW GRADE - i r - , ?! `, , t:. L t Q ,' I':�_� 1.., ZONE AE (8) . —, b ZONE AE(8) MEDIUM O FINE SAND, ;i�-'` I o .-_�. o BROWN(SW) EXISTING,CONTOUR: 5.0 6A BELOW GRADE t 4 .. EL.-0B2 i_ 0 n S 7 I t 2020 6- PAGE: _ _ _ �g4°30�!1 I M015T COURSE-MED.DARK now or formerly PROPOSED PARTIAL SANITARY SITE PLAN m 1 V GRAY SAND(5W) David Terry Case PROP,CONTOUR, - ' �� 114.08 TIE LINE ALONG APPROXIMATE H.W.M. 6NO WTR 6 EL.2.3 MOIST TO NET (formerly Marion Gase) x GRAPHIC SCALE " _ " i� - ,o'__ '_, X173°5143 W ti � 5 EL.-IB2 6A -1A BELOW GRADE Revocable Trust n N � 20 10 O 20 40 60 b ..".ti (EQUAL TO TIDAL WETLAND BOUNDARY x 1 20 oI 16' x PECONIC BAY A5 DETERMINED BY EN-CONSULTANTS EL.-2.82' CAURSE 5AN7,BRM, � �� �,_ /tt� S1 • � PROF'•SPOT ELEV.: x6.0 SITE PLAN - DEMOLITIOSPI N ON APRIL o8,20141) TRADE 6RVL(SWJ — _ — ISS 1� V'' � t rEsr HOLE - GROUNDWATER ENCOUNTERED o EL.-232 � N73°51'43"W --�-�- .�.... 114.08 FINI5FED FLOOR ELEV.= 30 15 O 30 60 1,I n 40 �� HISHEST EXPECTED GROUNDWATER @ EL.0.42' ..�`; � � PECONIC BAY S_ GDHS APPROVAL AREA: F.R-g GRAPHIC SCALE LtM'I" x'80'-O" - Of Q o o (2) 2x8 x (LENGTH TO SUIT) ACO PUMP/COMPRESSOR POWER CIRCUIT C ;,- - - - - - - - - - - - - - - - - - - - - - - - - - - HORIZONTAL GROSS MEMBER C 6 III 4 >, S ° „ „ (TYPICAL) U5E (6)V0 5.5. LAG BOLT W/ PROVIDE 20 AMP BREAKER GBI MI a o o ° o o 5.5. WA5HER® HEAD IN MAIN ELECTRICAL PANEL LI LI B K '"1~ B K B K 5p1 SPRAY PUMP RAnNc�, —� AK-080917- 1 6FI RECEPTACLE (NEMA 4 BOX) (TYP ® EA. POST) IN EXI5TTN5 BUILDIN6 FOR PUMP 3/4HP a 115V civ da sir ® ; PROPOSED I/A OWTS � ! 1 4 x 1 2 (I) 2x AGQ TIMBER SHELF x N N HHT WHT n MOTOR 15D F.L.A. ELECTRICAL I/A OWTS p JE ! I N S I D E LID VIEW DEPTH TO ACCOMMODATE BLOWER Q � ELEGTRIGAL N oT E: ENCLOSURE (1) 2x4 AGO BACK BOARD Z I I I---Q SCHEMATIC ❑ GNTL PNL GB2 M2 GSR 6 LOOPS ON ON ON ON ON ❑ 1 1 HINGE TO THE RIGHT LENGTH TO SUIT H FRAME Q t 12Kx1411 o T 0 4 B K B K B K DIAGRAM C, ® RPI REGIRG 'RATIN�fi: A 3/4HP A 115V z z OFF OFF OFF OFF 4FF � � • • _ PVi-�r" — Ll WHT WHTlip N MOTOR 15D FLA � , 4 1�3- � 1;W41 rc � STAINLESS STEEL ANGLE FOR ® ® ® a FLOAT SWITCH TO BE RATED PROP05ED 2x SHELF 5UPPORT ' III V 2 AMP AT L DI MINIMUM. ® ® LU O u>, GB3 M3 MAIN PANEL DISCONNECT 11 B K �' B K B K _ MUST BE PROVIDED BY j 0--�---C# MPI MIXEIR 3/4I-IP I IN5TALLER. FIELD WIRING 8 ' O O O 1 ! THE CONTRO-PANEL BOX �T�= WHT M OR 15.0 FlA 5T BE A MINIMUM OF 60°G r 1 n, " ' 4 " ' " MU5T BE PI AGED OUT5IDE ON FLOAT SWITGH TO BE RATED 2 AMP AT 120V N COPPER WIRE. DASHED Q A SUITABLE PEDESTAL WITHIN MINIMUM.MAIN PANEL DISCONNECT MUST BE LINES INDICATE ITEMS NOT I to "LABELS ON ouTsioE OF LID 4x4x8'LG ALO TIMBER P05T VIEW OF THE 5Y5TEM THAT IT z PROVIDED BY INSTALLER. DASHED LINES `�'— a MINIMUM COVER 36" BELOW GRADE SERVES.GNTRL GNTR AND INDICATED ITEMIS NOT CONTAIN IN THE PANEL. = GB4 I I CONTAIN I N THE PANEL. �y V2 M3 �7 A}a l� 1I�17A17�J 10 �7 Ii ii 72bDF� BLOWER SHALL BE MOUNTED REQUIRED TORQUE FOR TERMINAL BLOCK SGREwS IS -i 1 REQUIRED TORQUE FOR � qVI h I' ��+ ���� h INCASED IN POURED CONCRETE IN 12 m GRY 6RY TERMINAL BLOCK 5GREW5 15 0 ° u C3 L-===-----1 --------- ---------� DIAMETER 50NOTUBE. (TYPICAL) 35'ABV FINSHED GRADE 16 IN-LBS. FIELD WIRING MUST BE A MINIMUM OF GI COMP.RATIN, ry O WHN)ORER H16HER. O 60°G COPPER WIRE. COMP 1/4W 8 115V Ib to-lbs. O O I I � WHT MOTOR 5.4 F1 A. N ' n i 0 0 0 0 0 o El a a � uo a Foo a D7 c NOTE: ALL MOTORS MUST HAVE ��� Q q < q ' INTERNAL OVERLOAD O ° 0 0 0 0 0 o GRADE ��� � ® ® � i / / / / / � PROTECTION. � SP1 N RPI N P1 N C1 N 1 2 3 4 5 6 �(®OGfAL� ��,REER�FEm GSLIi \ \ ! PUMP) Fume) FUVP) � \/ a° ! P /�/ a° P �/� BLU I 2 LRI-QI RED/WH Kirlem9ffe�� t 2 I �\ \\ I I /\\//\\//\\ /\\ \ Pi N RPI N P1 N C1 N 1 2 3 4 5 6 MI WHT BLU I 2 LRI-Q2 PINK/WH M2 WHT Y PINK/WH cE ar 4 A REGIRG RUNNING BLU YEL/V WO WHT - --- - ----- - -- - - - - - - - - - - 2 LRI-Q3 M3 o YEL H ° I I I ° N _ 6 MIXER RUNNING LJ LJ CONNECTION DIAGRAM BLUa LRI N WHT REQUIRED TORQUE FOR TERMINAL BLOCK SCREWS IS 15 in LRI-04 4 1 4 < J < BLU RED I6 PLG INPUT w PROPOSED 1Ht FRAME DETAIL BLU PINK r \ (STRUGTURE FOR I/A OWTS CONTROL PANEL AND BLOWER MOUNTING) BLU 5 6 RED RUN AUD. SCALE: NONE HYDRO-ACTION ATU ALARM m CONTROL PANEL REQUIREMENTS: HwAMU � oR6 BRN (� 00 I. THE CONTROL PANEL BOX MUST BE PLACED OUTSIDE ON A SUITABLE BLU NEW 20 AMP, I POLE BREAKER ;;;m PEDESTAL WITHIN VIEW OF THE SYSTEM THAT IT SERVES. CONTROL TEST p O DEDICATED TO HYDRO-ACTION FROM UTILITY '°"" CENTER AND BLOWER SHALL BE MOUNTED 3 5 ABV FINISHED i';;i;I'I ii ALARM CONTROL PANEL PROVIDER ;;l1;,,;r,« GRADE (MIN) OR ABOVE BFE, WHICHEVER IS HIGHER. OLIGHT w } ID 120 VOLT, I0 SERVICE TO ORc ti���U�, 2. EXTERIOR PANEL (NEMA 4X SPEGIFIGATION5) PLACEMENT ENABLES m HYDRO-ACTION CONTROL PANEL INCOMIN6 THE 5Y5TEM TO BE 5ERVIGED AT ANY TIME,ELIMINATING THE NEED RED EEK RED WHT �-•I X z (2 1116,#6 IN 1'PVC PIPE) SERVICE TO ACGE55 THE INSIDE OF THE BUILDING. NETERMINED 3. THE CONDUIT MUST HAVE APPROPRIATE SEALS TO PREVENT 6A5E5 m o BY OTHERS) BAND OXELn S ISTURE FROM REACHING THE CONTROL PANEL OR JUNCTION BLU ENABLE O w 00 4. 5Y5TEM SHALL BE EQUIPPED WITH A FUNCTIONING WARNIN6 SYSTEM I 2 YE I1 PLG INPUT °- Q� 00 HYDRO-ACTION HYDRO-ACTION UTILITY WHICH WILL ACTIVATE AUDIBLE AND VISUAL ALARMS THAT CAN BE W1 0 CD AERATOR I/A OWT5 MAIN BUILDING SERVICE READILY SEEN AND HEARD BY THE OCGUPANT5 OF THE BUILDIN6 to r-i ELEGTRIGAL CIRCUIT BREAKER METER CONTROL PANEL PANEL 5. PRESSURIZED SYSTEM MUST BE EQUIPPED WITH A CONTROL PANEL BLU 3 OVERRIDE 4 YEL W 12"w x 14'h \ WITH MEANS OF CONNECTING A PORTABLE GENERATOR TO BLU GSR I2 PLG INPUT w OPERATE THE SYSTEM DURING A POWER OUTA6E. WH INK ~ ° I4 PLG INPUT ELEGTRIGAL NOTES; EXISTING 6ROUND ROD 1,184 GAL. ° ° I. BURIED ELEGTRIGAL POWER CONDUITS SHALL BEA TIME DOSE 0 TAN I7 PLG INPUT M--� MINIMUM OF 24 INCHES BELOW MADE. PRE-TREAT ENT TANK �� ° 2.ALL ELECTRICAL WORK TO BE PERFORMED IN �� / BLU DEMAND ENGINEER: AGC.ORDAFY.E WITH f�G. — ° ° 5EPARATI ON 015TANGE REQ'MT5 FOR a] ° ELECTRICAL ONE-LINE DIAGRAM l ' ° 5ANITARY 5EPTIG TANK5, I/A OWT5, PUMP 5TA SPRAY is PLG INPUT ��oF NEwo SCALE: NONE - - �. OR MANHOLE RESIDENTIAL): �P FQ'�Y ,a(/ .p MIN. HORIZONTAL 5EPARATION 015TANGE5: B1 W1 W <�� ° A. BUILDING W/CELLAR = 10:D" I/A OWTS UNIT SIZING: 1: o B. BUILDING ON SLAB = 5-0n W r 2,093 GAL. G. PORGHE5, DEGK5, HOUSE OVERHANGS, SIZING PER: ° ATU TANK NITROGEN GANTILEVER5,ETC = 5'-0" UNOFFICIAL COMPILATION OF CODES RULES AND ZN� ^" �C? RE6ULATION OF THE STATE OF NEW YORK TITLE 10 O 07 4g3 <1 `' D. WATER LINE-5 = 10'-0" REDUCTION TANK E. SURFACE WATER(WETLANDS) - 75'-O" DEPARTMENT OF HEATH. CHAPTER 11. PART 75. " STANDARDS FOR INDIVIDUAL ON51TE WATER CSS F. PUBLIC WELL L 200-0SUPPLY AND INDIVIDUAL ON51TE WA5TEWATER JEFFREY T. BUTLER,P.E. 6. PRIVATE WELL = 75'-0" - TREATMENT SYSTEMS. APPENDIX 75-A ° ° H. RETAINING WALL (WTRPROOF) - 10'-0" SECTION 75-A.6 SEPTIC TANK5 o J. U/G FUEL TANKS = 10'-0' TABLE 1. DAILY DE-516N FLOW = 110 6AL5/DAY/BDRM O K. U/6 UTILITIES = 5'-0' M 7 " PLG CNTRL PNL W/HP120 L. ROAD STORM DRAINS = 20'-0" TABLE 4B: APPLICATION RATE = 1.20 6AL/DAY/S.F. o �,. z = m COMPRESSOR AND BLOWER M. ON-SITE STORM DRAINS = 10'-0" N I TO BE INSTALLED REMOTELY POWER LINE AND MISC. CONN'S TO BEI 0 11J � -� - � N. CATCH BASINS (NON-LEACHING) = 51-0" �+ (5EE 51TE PLAN FOR LOG) MODIFIED A5 REQUIRED TO ACCOMMODATE O. SANITARY LEACHING POOL = 8'-0" I/A OWTS UNIT LOAD CALCULATION: �,U •-- L, , ' Cj REMOTE LOG. OF OPS CONTROL CENTER A5 „ 110 6PD x 8 BEDROOMS = 880 6PD TT- FLOW v� " SHOWN ON SITE PLAN P. SEPTIC TANK, PUMP STA OR M.H. = 5-0 2 PVG VENT LINEPROPOSED 5ANITARY DESIGN FLOW = 880 GPD - a `%' I ►-� O LL (TIE INTO BLD6 VENT STACK) Q. PROPERTY LINES = 5'-0'" USE. `u''u � � V 0 Q R. SWIMMING POOL = 20'-0" • USE HYDRO ACTION WASTE WATER TREATMENT PLANT _� L- S. TOP OF EMBANKMENT OR STEEP SLOPE E-I O (15% SLOPE OR GREATER) = 25'-O" •• MODEL NO. ANI100,GRAVITY SYSTEM = w O O m ' ' R •• TEATMENT GAPAGITY: 1,100 6PD T. BLUFF = 65-0 N U. DECK / RAMP = 5'-0" •• TL. WORKING CAPACITY- 3,277 GAL W 1 •• FLOW RANGE: 50-1,100 6P0 Z `0 •• LIQUID 50RFA6E AREA. 73 SOFT. � 1 •• MAINTAIN REQUIRED SEPARATION 015TANGE5 Z _ FLOW LUgE =TT '1111 •• SEE DETAIL FOR INFORMATION, DWG 5P2 � Q < O �i INSTALLATION REQUIREMENTS: ,..� _ V O I!1 1�� I. THE I/A OWTS TANK SHALL BE INSTALLED AT LEVEL IN ALL OWNER CARE OF SAN. SYS: Z LU O DIRECTIONS (WITH A MAXIMUM TOLERANCE IN ANY DIRECTION • FORMULARIZE ONESELF WITH THE MANUFACTURES RECOMMENDATIONS FOR CARE Q,' 0L O aL r OF SANITARY COMPONENTS. LL-LL # O O O P.T. OF +/ONE QUARTER INCH) ON A MINIMUM 3-INCH THICK BED OF � PROPERLY LEVELED AND COMPACTED SAND (FREE FROM • PRIOR TO ANY FUTURE 517E WORK ALWAYS ERECT CONSTRUCTION FENGIN6 8' PREF ` ROCKS) OR PEA GRAVEL. BEYOND THE PERIMETER OF THE HYDRO-AGTION ENHANCED TREATMENT UNIT Q ~ LL 6 ui INSTALL FILTER, K N W 1 ��� EFFLUENT FILTER, (ETU) TO PROTECT THE COMPONENTS FROM VEHICULAR DAMAGE. O N PM PL-122 O Z www.dignetnycli.com HYDRO-ACTION ANI 100 BUOYANCY CALC: 1 www.call811.com BUOYANT FORGE O O m A.C. &,vI1G 17,8 (for other states) 15 RESULT OF AIR VOLUME WITHIN CONTAINERS FULLY IMMERSED IN WATERN P-4m O Q ����N C 800-272-4480 1 811 BUOYANT FORGE: v ANI100 PRE-TANK BUOYANT FORGE = 12,342 LBS = By law,excavators and contractors working in For safety reasons,homeowners are strongly ANIIOO TREATMENT TANK BUOYANT FORGE 23364 LBS Z PAGE. the five boroughs of New York City and Nassau encouraged to call as well when planning any TOTAL BUOYANT FORGE = 35706i LBS and Suffolk Counties on Long Island must type of digging on their property. ANTI—BUOYANT FORGE: LL_ contact DigNet,1-800-272-4480 or 811,at least Homeowners can contact us directly at HELICAL PILE ANTI BUOYANT FORGE = I6,000 LB5 LU 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 PROVIDE (4) PILE5 X 4 ' to beginning any mechanized digging or excavation work completed on personal TOTAL ANTI-BUOYANT FORG ,00 E = 640 LB5 r� b.q I BUexcavation work to ensure underground lines property,it is the contractor's are marked.Excavators and contractors can responsibility--NOT the homeowner's--to also submit locate requests online,through contact DigNet.Having utility lines marked ANTI BUOYANT FORGE EXCEED5 BUOYANT FORGE BY A HYDRO-ACTION WASTE WATER TREATMENT PLANT ITIC.If you do not currently use ITIC,please prior to digging is free of charge. I.97 SAFETY FACTOR call 1-800-524-7603 for more information. •• LENGTH OF ANCHOR SHALL BE APPROX. l0'-15' BLW 111 MODAL No. P�NI100 (6Rf�VIT( SYSTEM) EM) NONE GRD OR WHATEVER 15 NECESSARY TO ACHIEVE Io KIP ULTIMATE of 4 NOTES: I.SE®AND LOAM TO PROTECT FROM EROSION ANTI-SILATION FABRIC SANITARY ABSORPTION TRENCH SIZING SEPARATION DISTANCE REQ'MTS FOR 50' MIN. WOVEN WIRE FENCE (MIN. SYMBOL: 2.GRADE SURROUNDING AREA 50 THAT STORM WATER RUNOFF FROP05ED 8 BROOM DWELLING SANITARY LEACHING STRUCTURES PROFILE EXISTING :: 51ZIN6 PER UNOFFICIAL COMPILATION OF CODES RULES AND REGULATION OF THE STATE OF NEW YORK MOUNTABLE BERM (OPTIONAL) 14 I/2 GAUGE W/MAX.6 MESH SPACING) x X DOES NOT RUN TOWARD OR POOL OVER ABSORPTION FIELD DISTRIBUTION PIPE(SDR 35) HU � (RESIDENTIAL): PERFORATIONS 6 b AND 4 O'CLOCK TITLE 10 DEPARTMENT OF HEATH.CHAPTER 11.PART 15.STANDARDS FOR INDIVIDUAL ONSITE WATER 3' $ PAVEMENT O SUPPLY AND INDIVIDUAL ON51TE WASTEWATER TREATMENT SYSTEMS.APPENDIX 15-A MIN"HORIZONTAL SEPARATION DISTANCES: / 1: 10' MAX, G TO G. MIN. LENGTH FENCE P05T5 6",LAYER' OF.LOAM TABLE I: DAILY DESIGN FLOW = 110 GALS/DAY/BEDROOM ObO 6PD TL FLOW A.BUILOIN6 W/CELLAR= 10'-0" � 17 . . . . PREFORMED METAL CLAMPS TABLE 46: APPLICATION RATE = 1.20 6AL/DAY/5QFT. B.BUILDING ON SLAB= 10'-0' EXI571N6� FILTER z DRIVEN MIN. Ib INTO GROUND. - x x x „ x x x : x x x x x x (FOR SECIRIN5 PIPE IN PLACE) TABLE 60: ADJUSTED REQ'D LENGTH OF ABSORPTION TRENCH = 122 LIN FT G.PORCHES,DECKS,HOUSE OVERHANGS, GOND CLOTH o o N x • x n x x x x x x x CANTILEVERS,ETC,=5'-0' 6 OF GLEAN SAND x x AND STANDARDS FOR APPROVAL OF PLANS/GONSTRUGTION FOR SEWAGE DISPOSAL SYS FOR A xx x x 65F-6EOTEXTILE SAND FILTER 51N5LE-FAMILY RE5I0E%ES,DATED 12-2q-2011 D.WATER LINES = 10'-0' Q a v TABLE II -ADJU5TED REQUIRED LENGTH OF A 6RAVELLESS ABSORPTION TRENCH FOR STANDARD E.SURFACE WATER(WETLAND5) = 100'-0" 50 MIN. o ¢ o ' �f DE516N FLOWS(FT)6RAVELLESS 6EOTEXTILE SAND FILTERS(BASED UPON 6 S.F./FT OF TRENCH) - „ P� VIEW W F.PUBLIC WELL-200-0 N •:'::' ASTM G33 WASH®CONCRETE GSF 6.PRIVATE WELL = IDO'/150' HEIGHT OF FILTER SAND REQUIRED W/LE55 THAN IDSK H.RET.WALL MTRPROFF) = 10'-0' z 1 PA551NG A#100 51EVE AND LE55 SANITARY ABSORPTION TRENCH CALCULATION: J.U/6 FUEL TANKS= 10'-0• EXISTING g = Ib" MIN. z z 3.0': THAN 5%PASSING A#200 SIEVE x K U/6 UTILITIES =5'-0' GROUND O I `I' `t'` :` 'n cn 8 BEDROOM SYSTEM REQUIRED INSTALLATION: L ROAD STORM DRAINS,OR RECHARGE BASINS = 20'-0' .� �. �, BA.TRf�IGIf 0 EL,2.q2 I 122 LIN FT OF 66F ABSORPTION TRENCH(31 MODULES MIND M.ON-SITE STORM DRAIN5 OR REiGHAR6E BASH = 10'-0 z /` PE 5PEGTIVE VIEW I A[. OI INSTALL- K CATCH BASINS,NON-LEACHIN6 10-0 12 MIN. EXI5TIN6 / u S ` , I O.SAN.LEAGHIN6 POOLS= 8'-0' , N PAVEMENT GONSTRllGTION SPECIFICATIONS v 4.0 ELJEN 65F 6EOTEXTILE SAND FILTER 5Y5TEM(2 5TA6E BIO MAT W/4'0 PERFORATED PIPE) P.PROPERTY LINES = 5'-0' � - z Q.TOP OF EMBANKMENT OR STEEP SLOPE I. WOVEN WIRE FENCE TO BE FASTENED SE STAPLES POSTS SHALL CURELY TO FEWE BE STES WITH EL TI HER 36' MIN. FENCE POST AGGREGATE OR � F'1�PROPOSED LATERAL (15%SLOPE OR 6REATI=R) = 25'-0• z WOVEN WIRE FENCE (MIN. 14Y2 6OUR5E SAND J O •• INSTALL IN 25'LONG TRENCH R BLUFF = 65'-0" • • • GAUGE W/ MAX. 6 MESH O VI O T OR U TYPE OR HARDWOOD. 4 -4'L6 MODULES = Ib LIN FT(REQV MODS) 2. FILTER CLOTH TO BE TO BE FASTENED 5PAGING) W/FILTER CLOTH t�Qi I (SP OR SW) v N S.SEPTIC TANK,PUMPSTA,GREASE TRAP CONSTRUCTION SPEGIFIGATIONS 2 -4'L6 MODULES = 8 LIN FT(EXP MODS) • SECURELY TO WOVEN WIRE FENCE WITH TIES x T.SWI M 1�MANHOLE = 20'-0' 1. STONE SIZE-USE 2'STONE,OR RECLAIMED OR RECYCLED CONCRETE EQUIVALENT. SPACED EVERY 24"AT TOP AND MID SECTION. O TYPICAL DETAIL 8 LATERALS PROPOSED U.DECK/RAMP = 5'-0' 2, LEN6TH-NOT LE55 THAN 50 FEET(EXCEPT ON A 51N6LE RESIDENCE LOT WHERE A 30 FOOT MINIMUM LENGTH WOJ D APPLY). FENCE SHALL BE WOVEN WIRE,12 I/2 GA11f=E b" •• INSTALLED 65F LEN6TH5 = 112 LIN FT 3. THICKNESS,-NOT LE55 THAN 51X(6) INCHES. MAXIMUM MESH OPENING. FLOW z UNDISTURBE cO•t O FOR SOIL REMEDIATION I I 12b L.F.REQUIR®MODULES 4. WIDTH- TWELVE p2)FOOT MINIMUM,BUT NOT LE55 THAN THE FULL WIDTH AT POINTS WHERE IN6RE55 OR E6RE55 OCGUR5. 3• WHEN TWO SECTIONS OF FILTER CLOTH ADJOIN GROUND S p 64 L.F.EXPANSION MODULES TWENTY-FOUR(24)FOOT IF SINGLE ENTRANCE TO SITE. EACH OTHER THEY SHALL BE OVER-LAPPET BY in q ; aj tv ELJEN GEOTEXTILE SAND FILTER (GSF) 5. FILTER CLOTH-WILL BE PLACED OVER THE ENTIRE AREA PRIOR TO PLACING OF STONE. SIX INGHE5 AND FOLDED. FILTER CLOTH GOMPAGTED SOIL 7 $ o x MAINTAIN SEPARATION DISTANCES,DWG 5P3 PIPE CROSSING 6. 5URFACE WATER- ALL SURFACE WATER FLOWING OR DIVERTED TOWARD CON-GON5TRUGTION ENTRANCE5 SHALL BE PIPED 5H�-BE EITHER FILTER X,MIRAFI IOOX, Q. STABILINKA T14ON,OR APPROVED EQUAL. EMBED FILTER CLOTH _ TRENCH INSTALLATION I I I I I I ALL LATERALS MUST BE INSTALLED o SANTE ELEV. ACROSS Ti-E ENTRANCE.IF PIPING 15 IM'RAGTIGAL,A MOUNTABLE BERM WITH 5:1 SLOPES WILL BE PERMITTED. 2 • SEE DETAIL ON DW6 SP3 GRADE = 1q: 1. MAINTENANCE - THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR FLOWING OF SEDIMENT 4. PREFABRICATED UNITS SHALL BE 6EOFAB, A MIN. OF b" IN 6ROUNO. 4:' 7 1 56 LIE NL I I ONTO F UI3LIC R16HT5-OF-WAY,ALL SEDIMENT 5PILLED,DROPPED,WASHED OR TRAGTBD ONTO PUBLIC,R16HIT5-0F-WAY MUST BE ENVIROFENCE,OR APPROVED EaJIVALENr. *#IN5TALL BOTH THE REQUIRED AND EXPANDED y y\/X\\ REMOVED IMMEDIATELY. 5. MAINTENANCE SHALL BE PERFORMED AS �\,I �/ L, i� SANITARY GOMPONENTS UPON INITIAL INSTALLATION** PROP05ED 4'0 POOL COMPACT 8. WHEN WA5HN6 15 REQUIRED,IT SHALL BE DONE ON A AREA STABILIZED WITH STOW AND WHICH DRAIN5 INTO AN APPROVED NEEDED AND MATERIAL REMOVED WHEN BAGKVyASH LINE4 FTU- SEDIMENT TRAPPING DEVICE. 'BU-6E5'DEVELOP IN THE SILT FENCE. SECTION VIEW q. PERIODIC INSPECTION AND NEEDED MAINTENANCE SHALL BE PROVIDED AFTER EAGH \\B D EXCAVATION ® EL. -1.14 ,\\\\ ? . :CR B.O. TOP EL. =6.411 C /� US,. DEPARTMENT OF A6RIGU TORE BOTTOM EL. =65B' L STABILIZED U5. DEPARTMENT OF A6RICULTURE NATURAL RESOURCES CONSERVATION SERVICE NATURAL RE50URGES CONSERVATION SERVICE SILT GROUND WATER C -2.32'PER TESTHOLE STOPPER OR SUITABLE NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION CONSTRUCTION NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION END PLUG COVER coMPACT z NEW YORK STATE 501L 4 WATER CONSERVATION COMMITTEE ENTRANCE NEW YORK STATE 501E d WATER CONSERVATION COMMITTEE FENCE TO GRADE FILL Is A5TM C33 WASHED NOTE2"X4" WOOD FRAME ��"' . ...`..�•�'-`'�.��s``�z.�' �`� TOP EL.5.08' STAKE CONCRETE SAND REQUIRED W/ • BETWEEN E ELEVATIONS LIV AND ABLE-Ohl.SOIL PROP05ED 40 5ANITARY PIPING FINISHED GRADE LES THAN It7`�PACING A BETY�EEH Ei.EVATI0N5 1.18'AND-0b'. #100 SIEVE AND LESS THAN NOTE: ADDITIONAL 3� FABRIC-� •• THEREFORE THIS LFJ4GHING FIELD SHALL BE GLEAN OUT SHALL BE BOTTOM EL= 4.15' SSK PA�f�IN6 A X200 SIEVr b'MIN CONSTRUCTED WITH: PROVIDED IN x COMPACT FILL 5<� �- " 6 MIN ••• A 4'DEEP MIN RATEABLE SOIL(SP OR 5W), TYPICAL INTERIOR OF BLDG, -� z 4'0 DISTR PIPE(SDR 35) BELOW PROP05ED 65F TRENCHES TO W/2 Ra,1 OF PERFORATIONS BOTTOM OF EXCAVATED BED. -SEWER PIPE NO HOUSE TRAP / - \ / EXTERIOR _ ;< ®8 AND 4 O'CLOCK . SHALL BE PROVIDED -II II 30 ELBOW PER IRC 2015,P3201.4 � � _G _ p CLEANOUT TRENCH DETAIL © POOL BACKWASH 4 DROP INLET 3 -IIjl-1�-III III a z z II11-1111=1111=1 - Y 17 (2)EXf' (4)READ - ELECTRICAL SERVICE WITH GATE m>\? MODS MODS \; N rs. X- 2" MIN, MIN TO SANITARY LINE GROSSING � GABLE IN GONDuIr: 1111=1111=1111- a 4'0 TRAlUFORT PIPE(5DR 35) FRAME 7V NOT TO SG T.O. CONDUIT y " -- \ Atm rU cq1 - �- BURIED FABRIC m \., NATIVE NO PERFORATIONS 3200 AMP(aP'GGONDUI T MI) ELJEN 6EOTEXTILE 5uiN0 FLOW Z _ MODULE tEEDCROSSING NOTES: ( w CD \; %>>';UNDISTURBED SOIL FILTER(&5F) PROPOSED 6A5 SERV. 400 AMP(4" CONDUIT,MIN) �) -�� FOR GONTINIATION v,� ✓% \\ '' ;` � INTERNAL TO SAN. SYS. �--- 3 00 36'YJ x 48'L6 x T'DEH' o 5EE SPI AND SANITARY PROFILE, BLDG PIPING 60 WYE I.THE GROSSING OF STORM/POOL BAGKWA5H AND SANITARY LINES ELEV OF BOT. OF LINE WILL BE THIS DN6 SHOULD BE AVOIDED UNLESS PROVEN ABSOLUTELY NECESSARY. IN 4 z CAP SIGH GASES: DETERMINED BY SIZE OF SERVICE I N (2)EXP (4)RE-0-0 �- �) NOTES: A.SANITARY LINE SHALL BE LAID BELOW STORM/POOL BACKWASH UTILITY PROVIDER SUPPLIES `� O MODS MODS REQUIRED BEDDIN5 AND PROPOSED RHINO BOX LINE.AT LEAST E16HTEEN(18) IN6HE5 SEPARATION SHALL BE (TV # TEL.) � '-� I F-�-1 � „ I.FOR CLEANOUT(5) LOCATED IN TRAFFIC AREAS,PROVIDE WITH MAINTAINED BETWEEN THE TOP OF THE STORM LINE/POOL GATHER EXCESS �T� m SIDE WAIL FILL POLYLOK 24 P15TRE�UTION BOX TRAFFIC BEARING FRAME AND COVER W X � 3 6'DEEP ASTM G33 SAND SEE DETAIL,THIS DW6 BACKWASH AND THE BOTTOM E THE SANITARY LINE UTILITY TRENCH DETAIL �SAND � AT CORNERS 4-0 2.FOR USE WITH BUILDING EXTENSIONS/GONNEGTIONIS. 5.JOINTS N6 BE AT LEAST TEN FEET FROM THE POINT OF � 1,D LLJ < PERIPtE1H2 2 WHEN LOCAL CONDITIONS PREVENT PLACEMENT OF THE STORM/POOL NOT TO SCALE X z LL. TVP. ELJEN GSF ABSORPTION FIELD BACKWASH LINE ABOVE THE SANITARY LINE,THE FOLLOWING 0 6-4'1.6 MODULE5=24'-0'TL LB46TH ADDITIONAL GONDITION5 APPLY: m O 11 TRENCH INSTALLATION DETAIL A.A VERTICAL SEPARATION OF AT LEA5T EIGHTEEN(18) INGHE5 SHALL O = oLn BE PROVIDED BETWEEN THE BOTTOM OF THE SANITARY LINE AND CON5TRUGTION SPECIFICATIONS 00 I.FILTER FABRIC SHALL HAVE AN EOS OF 40-85.BURLAP MAY ESE USED FOR SHORT TERM APPLICATIONS. 25'-0'OVERALL TR H LENGTH (SEE SPI FOR DESIGN LAYOUT) THE TOP OF THE STORM/POOL 13AGKHASH LINE. lZ ED 09 USE BOX(OMPONENIS: B.SANITARY LINE JOINTS SHALL BE AT LEAST TEN FEET FROM THE 2.GUT FABRIC FROM A CONTINUOUS ROLL TO ELIMINATE JOINTS. IF JOINTS ARE NEEDED THEY WILL BE OVERLAPPED To THE =O CD SCALE: NONE POINT OF GROSSING . u n DOMED COVER P/N 3008-RG REINFORGED CONC. SLAB,b xb x10 WWM G.SANITARY LINE SHALL BE GONSTRI,GTED OF MATERIALS AND JOINTS NEXT STAKE. 2' TALL RISER P/N 3008-GR 51DE CUT OUT TO ACCEPT THAT ARE EQUIVALENT TO WATER MAIN STANDARDS OF a15E CHAIRS) N ELJEN DESIGN NOTES: 3"TALL R15ER P/N 3005-RP CON5TRUGTION AND SHALL BE TESTED TO ASSURE WATER 3.STAKE MATERIALS WILL BE STANDARD 2'x 4'NOW OR EQUIVALENT. METAL WITH A MINIMUM LENGTH OF 3 FEET. I m POLYLOK SEAL P/N.No,3001 4.SPACE 5TAKE5 EVENLY AROUND INLET 3 FEET APART AND DRIVE A MINIMUM IS INCHES DEEP.5PAN5 6REATER THAN 3 FEET w I.THIS DESIGN AND GON5TRUGTION REQUIREMENT COMPLIES WITH APPENDIX b'TALL R15ER P/N 3008 TYP.10 P0551BLE PLG5. TIGHTNESS PRIOR TO BACKFILLING. ° ° MAY BE BRIDGED WITH THE USE OF WIRE MESH BEHIND THE FILTER FABRIC FOR SUPPORT. 9.ELJEN PROVIDED GEOTEXTILE COVER FABRIC SHALL PROVIDE 3. THE GROSSING OF STORM/POOL BACKWASH AND UTILITY LINES x x " ;x •x < x =� x 15-A AND LOCAL HEALTH DEPARTMENT REGULATIONS, PROPER TENSION AND ORIENTATION OF THE FABRIC AROUND THE IZ TALL RISER P/N° 0S-RIR SHOULD BE AVOIDED UNLESS PROVEN ABSOLUTELY NECESSARY. IN 5.FABRIC SHALL BE EMBEDDED I FOOT MINIMUM BELOW 6RGUND AND BACKFILLED. IT SHALL BE SECURELY FASTENED TO THE w w 2.THIS DE51GN COMPLIES WITH AND MUST BE INSTALLED IN INSTALLATION MANUAL. 51DE-5 OF THE PERFORATED PIPE ON TOP OF THE 65F MODULES 4'ROTOFLOW EQUALIZER P/N 3050-4 51,GH GASES: STAKES AND FRAME. r7 � WITH THE EM 15 CURRENT ELJEN N.Y.DESIGN AND INSTALLATION MANUAL. FABRIC SHOULD BE NEITHER TOO LOOSE,NOR TOO TIGHT.THE , A. STORM/POOL BAGKWA5H LINE SHALL BE LAID BELOW UTILITY LINE.AT b.A 2' x 4"WOOD FRAME SHALL BE COMPLETED AROUND THE CREST OF THE FABRIC FOR OVER FLOW STABILITY. �^ 3.THIS SYSTEM 15 NOT DESIGNED FOR USE WITH A FROM DISPOSAL. CORRECT TENSION OF THE COVER FABRIC IS SET BY: 22 LEAST EIGHTEEN(IS) INCHES SEPARATION SHALL BE MAINTAINED TYPICAL SLAB DETAIL W 4. THIS SYSTEM IS NOT DESIGNED FOR BACKWASH FROM A WATER SPREADING THE COVER FABRIC OVER THE TOP OF THE MODULE BETWEEN THE TOP OF THE UTILITY LINE AND THE BOTTOM OF THE AT POOL EQUIPMENT MAXIMUM DRAINAGE AREA I ACRE SOFTENER. AND DOWN BOTH510155 OF THE MODULE WITH THE COVER FABRIG STORM/POOL BACKWASH LINE. US,. DEPARTMENT OF AGRICULTURE FILTER FABRIC 5.ORGANIC MATERIAL THAT GAN RESTRICT FLOW MUST BE REMOVED FOR TENTED OVER THE TOP OF THE PERFORATED DISTRIBUTION PIPE B. STORM /POOL BACKWASH LINE JOINT5 SHALL BE AT LEAST TEN FEET SCALE: N.T.S. RAISED BEDS.THE 501L MUST BE SCARIFIED TO PROVIDE DEEP CHANNELS NATURAL RE5OURGE5 GON5ERVATION SERVICE DROP INLET PIPE A SHOVEL FULL OF SPECIFIED SAND DIRECTLY OVER THE _ FROM THE POINT OF GROSSING. NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION FOR THE SAND.A PLOWED INTERFACE ON CONTOUR 15 RECOMMENDED TO PIPE AREA ALLOWING THE COYER FABRIC TO FORM A MOSTLY I, �• i/ PREPARE THE SOIL FOR FILL PLACEMENT. VERTICAL ORIENTATION ALONG THE SIDES OF THE PIPE.REPEAT ``' ENGINEER: NEW YORK STATE 501E d WATER CONSERVATION COMMITTEE PROTECTION b.SCARIFY ANY SMEARED SUBSOIL PRIOR TO FILL PLACEMENT. THIS STEP MOVING DOWN THE PIPE. I' 9 n�a 4 6 0 d II O r N E(��. 7.FILL MATERIAL SHALL MEET OR EXCEED STATE OF NY CODE `r 1}( j (� (�� II C) G, 10.BACKFILL MATERIAL SHALL BE GLEAN WITH NO R0075 OR STONES REQUIREMENTS.ALL FILL MATERIAL SHALL BE GLEAN BANK RIJN SAND, LARGER THAN 2" IN ANY 01MEN51ON TO A MIN DEPTH OF 8"OVER - ~ (�I�° (�� ~ FREE OF TOPSOIL,HUMUS,AND "DREDGING"DIREGTLI'BENEATH THE 66F SYSTEM. THE 65F MODULES AND FINAL COVER FOR VEGETATION OF 4"TO 8.ASTM G33 SPECIFIED SAND WITH LESS THAN 10%PASSING A#100 SIEVE b"OF GLEAN LOAM. I1.ANY SYSTEM WHIGH IS MORE THAN 18"BELOW FINISH GRADE AS, , \ NATIVE PLANTING SPECIFICATIONS AND LE55 THAN 5%PASSING A#200 SIEVE SHALL BE PLACE BELOW AND MEASURED FROM THE TOP OF THE MODULE SHALL BE VENTED NOTE TO CONTRACTOR: r � � AROUND THE GSF MODULES,WITH b"MIN UNDERNEATH AND 6"MIN PROP05ED L 5URROUNDING THE 65F MODULES IN TRENCH 6ONFICURATION5. IN BED FRONT/SIDE VIEW 3' MIN SEPARATION MUST BE MAINTAINED FROM E.O. DRIVE 3 _ 8 BEDRM DWLG m SYSTEMS,U5E 6"MIN UNDERNEATH THE MODULES WITH 12" MIN BETWEEN p COMMON NAME 5GIENTIFIG NAME PLANTING 5PEG5 4-6/8 '�' 2 TO SANITARY COMPONENT (FOR PROTECTION OF L L at.."" MODULE ROW5 AND 12"MIN AROUND THE PERIMETER OF THE MODULES. LL FIN FL. EL. 12.0 tP tiI_M7T_T2z4N � PLANT OVER/ADJACENT TO PROPOSED SANITARY SYSTEM IN UPLAND AREAS COMPONENT FROM VEHICULAR DAMAGE) I �O 349 RHINO BOX DETAIL (REQUIRED OVER LEACHING FIELDS FOR PROPER FUNCTION) • IF SEPARATION 15 NOT MAINTAINED A BARRIER(CURB OR 4' 5EPERATION SHOWN I I ARoF_- Gf�I�' l\�i✓ ���� &,Uf IG 15.��% www.dignetnycli.com U'tlS�®a� �Il�a�� AMERICAN BEACH GRASS AMMOPHILA BREVILIGULATA 2"PLUGS•PLANT O'CIL. FENCE) MUST BE PROVIDED. `=- or POLYLOK 24"DISTRIBUTION BOX ' z � v www.ca11811.com PART No.301124 COASTAL PANIC 6RA55 PANI6UM AMARUM IN STA66ERIED ROWS 3' MIN ¢ Tq800-272-44801 811 (for other states) MATERIAL-HDPE 5WITCHGRA55 PANICUM VIRGATUM g I (�l JEFFREY T.BUTLER,P.E. NONE IF A R15ER COVER WEI6H5 LE55 THAN 60 LE15 A > . -` -' By law,excavators and contractors working in the five Far safety reasons,homeowners are strongly SECONDARY 5AFETY LID OF DEVIGE 5HALL BE PROVIDED. Z ' S I PROP. GRADE AT DWLG p boroughs of New York City and Nassau and Suffolk Counties encouraged to call as well when planning any type of O I ( EXr. WALL = EL. T.Q' -I on Long Island must contact DigNet,1-800-272-4480 or 811,at digging on their property.Homeowners can contact TAPER PROPOSED FILL (� , I (EL.bbb'MIN) �..I O least 48 hours but no more than 10 working days(excluding us directly at 1-800-272-4480 or by calling 811,the PROVIDE COVERS: ( z Ca L z weekends and legal holidays)prior to beginning any national call before you dig number.For excavation DOWN TO NATURAL 6RADE „ w O I ■ mechanized digging or excavation work to ensure underground work completed on personal property,it is the 4 � SDR 35 FORT PIPE FROM AG TO DB WHEN REQUIRED TO BE SET AT FINI�-IFD GRAD I KF• 2 m PVC O I- H 4 (P SDR 35 TRANSPORT PIPE, NO PERFORATIONS (SLOPE 3:1 MAX) :: • THERMOPLASTIG COVERS - LOGKIN6 WATERTIGHT, I ~ o EX. 6RD 6 DWLG = VENT PIPE �I W v -7 lines are marked.Excavators and contractors can also submit contractor's responsibility-NOT the homeowner's-to 16.42 LIN. FT. MIN. SLOPE =Y8 /LIN FT : EL. fb.0 O locate requests online,through ITIC.If you do not currently use contact DigNet.Having utility lines marked prior to DB TO GSF LATERALS, 18.33 LIN FT (WORSE CASE), u _ u = i INSECT-PROOF FLAT SKID PROOF BE APPROVED ¢ : z ' CONNECT r0 Ib.42 L6 xYD = 2.05 0.17 MIN SLOPE - ( V) ITIC,please call 1-800-524-7803 for more information. digging is free of charge. MINIMUM SLOPE -Y8' /LIN FT MAINTAIN GRADE FOR SEWA6E USE # HAVE UV PROTECTION � HOUSE STAGK O LL LY " _ 5'BEYOND PROP05EO ATU I u- L) G.O. _ O 18.33 L6 xYa = 2.2G O.Iq MIN SLOPE Z v I o I--•� PROPOSED GRADE OVER ETU m EL. b.lT I T 1 1 1 1 1 1 1 O 8 LATERALS EN = t '- DP IHS!,1%�II �., f � k,'�y , nNOT/ 46� -, !�x i rr 7 ' ?� n "� ? � 8 1 1 1 1 i i I I 1 1 [--+ Q I I B' I NFLLE I _ O , TRENCH LENGTH 25 0 I i l l l l l l l l l I I 1 1 I z I POLYLOK RHINO D.P. l u l l I l l l l l l l l l l I I I I I I 1 1 1 1 1 1 TOTAL: b MODULES ® 41 LG EA = 241-0' PER LATERAL W/R15ER AS REQ'D I L I NATIVE FILL 1 1 1 I , I I 1 1 1 1 1 1 1 1 1 1 1 1 1 I 1 1 1 �, 1 I\ Q lo i I I FX. GRADE ® EL. ±6.0' 1 I z _ \ \ 111 11 I \ \ \ - `i��r \, i i I \ - \ 1 PROP. Uj GRD EL 55' �� I,L-1 1 I /PROP05ED GRADE ® EL. 5.0 MIN ` \ \ \ \ \ \ \\ \ \ \ ----------------\\/\/ \ ,% \ / Q 1-y r, EXISTING PROP �n l;'� 1); �, \ \''\ \ \� / // / \, ----- / // , N - OVER ABSORPTION FIELD y T, / /% / /\ / \ I \\ \ 1JJ Z 1/1 1, \\l /\ \�\\/\ \\\\\/�\\/\\/� � "\/\ 11 I ', I \\/ / /\./\/ /\//\�i\ /\/ %/' QI 1 \ \ \ I / / / /, / / / l I I I I / / / / / / // �/ //,� / / // ./ /, ,//,.i, . / III ` \ \ W \" FILL (GDAR5E 5AND) z \/\ \/\ \\ /\ I \\ \\,\\;\\;\\;\ 1; ;;\\ " ._ LLl LL1 J1 1.�I I N - T.O. DISTRIBUTION PIPE EL. 4.21,1 \ \:� ,\; _.,\ „ 'i;//\//\//\//\/� - I II IIS IIFIIE I \. \. \. \. \..,_ \, 4 m SDR 35 XPORT PIPE, \�\/\/\/\ - �[ O \� \ . T.O. ELJEN GSF MODULE EL. 3.441 . LE. DP- , < \' \ \ \ \/\\/ \/\/.. /�/\. ' q- •�I /' II I I //\//�%\//\//\//\//��/�//\//\//\ DWLG TO PRETANK, 13.5 LIN. Fr. \\/\\/\\/\\/ O.INY �i DWLG. w N ;/ //;i r \\\/\\\\\\\ \/ \\/\ \\ III \,\. /\/\\/\/\/\/\/ \/\/\\/� _ „ \ /� /i\// / = EL. 4.85' W iT ELJEN EXP.65F MOD(TVP OF 2) 'r- ELJEN REQb GSF MOD(TVP OF 4) /` % ` 8.0.DB =� EL. 43 \\/\�/`\`// // // //\� // II //\ I ,\, LE. A PT. ;/\/\/\/ \/\/\/\ MIN. SLOPE -Y4 /LIN FT NATIVE \ O I.E. ® MODULE^. \ \, \ \ \ \\ \\ . \ \ \ O.INV. 0 A.G. \ II II // // // // // // / / EL. 3.44' \�/\\ / ��\�\//\ %\//\�'\\\/�% = EL. 4.41' ;% I I iii I 1 1 \\� = EL. 45�' \\\\\\\\\\\\\\\\\\ 13.5' LG x Y4' = 3.38' _ \\/\\UND 15TURBED\ I p� N !' B.O. ELJEN 65F MODULE @ EL. 3 36 \ \ \ \ \ \,\\ \ \ \ \ \ \ \ \ I /// '/ '/ '/ // // // / // / // 0.28 MIN SLOPE ' / / %�`/�i%%i \/\ \/\\/\\�\;� �,\\j .y\\ \\/ \y\i\\`�j\\i\\\/\\j\\` \\j\ \\/\/\\/\/\\/\\/\\/\/\/\\/\/\ //�/j\SOIL \\\/y LL O �'T.�'T�C�C�i \'T\�'« TC��� \'T\ ����� /\ _ , \//\\//\ �� o \ // /\. / i' /, / \. / / / 1 HYDROAMON AN1100 \/\/\/\/\ \/\/\/\\\/\\/\\ \'\\i\\/\\ \� -_- `0 i\\ \\ \\ \\ \\ \\ \\ /\\\7\ \ \ \ \ \\�\\ \ \ B.O. TRENCH 0 EL. 2B6 \ \ O.INV. - EL. 4.13 / /\ \ \ \ \ \/\' \\\\,, \/\\, ./\ \\ \/\/ \\ / / / / / '/ / /� / / / / /�1 n 11- \\.\\ NATIVE SOIL / // // // // // // / /\/\/ \ i, .�\/\/\� .� ./ /\/ �/ i /\/\% \o /\\ ; \\ \/\, ,\ \ \\ \\ \\ \ \\ \\ \\ \\ \/\/\/\/\' \�\/\/\/\ '--�..._�_`K- v O N /\i \/\/\/\/\ 4'SDR 35 DISTRIBUTION PIPE // // // // / //�� i / // // / // // / \r/ /;"/ // // // //,/, // '//// // // / ADVANCED 'I'R EAST lUNr1r \\ \\ \\ \\j Vii\ \,1\, \,\,\ , � \I /\/ \ \ TYPE 5P OR 5W,\ \ \ \ \ \ \ \\ \\ \\ \\ \\ \ \\ \\ \\ \\ �� .\ .\\ \. �\ \ \, \\\/\i. /\ \/\/\/\\\/\/ \\/\ \i \/\/\ I ,/ ,/i, . \ \. \i \�\/\/., \/\ `\ \\\/\/ /\/\/\/\/\/\/ /\/\/\/\/\/\� PERFORAT82 WITH AT \/\/\/�. / �' rx� \ \\ \ \\ \ \ \, \ \, :\ \ \ \:'\ \;\\ \ \ �\ \\ \\ \ \ \ \ \ \ \ \ r If) I _ �::r - \./\//\//\' TO BE RETURNED // // // // // // i // // // // // // . )4 HOLES // / / /� / g Q, �/i//i //,//,/ NATIVE // // '/\//`',i//\'i //\/;i//\./�//\, ,/ I I SEE PROPOSED BUOYANCY ANCHORING AND // // // // /\\//\//\//\/�\\//\/ ?�( ! / / i•\ \ \\ \\ \\ \\ \\ \\ \\ \� \\ \\ \ \ \ 8 AW 4 O CLOCK f N5TALL LEVEL) \/\/\� ¢ \\\\ /\, \ /\ / / / / ,, / /, \ /\ / / �, ; 1 , \/\/\/\/\/ / /, /\ / / / ' ;. • + I Z ILL_ - / / \ \ \ \ \ \ �\ \ ,\ - \ \\ \ \\, \ \\\ \\ \. NATIVE \ I I HYDRO-ACTION ANI IDO BUOYANCY GALL. (DWG SPU \ \\ \\ \\ \\ \\\ EXCAVATION \ UNDISTURBED /\/\/ ,/\/\/ /\/\/ \ / ,/ / / / // \ E_. 1.18'-T.O. 'SM'S01L RIBBON \/\/\/\�� / Q \//�/\// /i UNDISTURBED /'/ I I I I FOR PROPOSED HELICAL PILES TO COUNTER BUOYANCY \//\//\//\//\ \\\\� \ \, \ \; \ \, a � \ ;\ 501E \ \ \ \\ \\ \\ \\ \�\ \\ I \ \\ \ \ \ \ \ \ \ \ \\\\\\ ! EP �I� IT- I I � N Q /��% \\ \/�\// /��//\\�/\�/%\\\\/%�� X/ I I \//://i�//i\/%//\//\//\//\//�'\ ' Z \ \ EXISTING RIBBON OF 'SM SOIL REPLACE UNSUITABLE 501L W/TYPE c� \; . ; UNSUITABLE SOILS SHALL BE REMOVED AND \,\\ \,\\ \ \ \\/\ \ \\ \\ \\ \ \\ \\ \\ \ \\ \\ -;;:.,„. Z ¢ m /,'/i /i,!i�/i / /i /i 1 1 I I I I I PT /i /i /i /i /i /i /i /i /i' m /\\\\ TO BE REMOVED SP OR SW PER ASTM STANDARDS o Q Q \\\/ EPLAGED W/SAND GRAVEL ACCEPTABLE \ / \\/\ I I \/\\/\\/ \\\ w ` \\ t PRETREATMENT \/\/\/\/\/\\/\/ \ � I o � / / TO THE 5GDH5 BELOW THE PROPOSED I I I /.\/ /\/\/\//\//✓ �'- � �/ ' ' ' f`�` y /•�j' ! / \ \\ `\ LEACHING FIELD. THI5 WILL ELIMINATE THE TANK \ \\\'\\ % // / /�/ / % // / /\/ / / / / / / / / EL.-0.18' -B.O. 'SM'SOIL RIBBON /\/ \/\/\/\/\/\/\/\/\/\/\/\/\ \' �� \/ BAND OF UNACCEPTABLE 501L BETWEEN ;I Ac =_ , �'I�OPOSED SANITARY RISER DIAGRAM \\\//\\//\\//\\//\\//\\//\\//\\//\\//\\//\\//\\//\\� //\\//\\//\\//\\//\\//\\//\\//\\//\\//\\//\\//\\//\\//\\//\\//\\//\\//\\// //\\ //\\ "i\` ELEVATIONS 1.18' AND -0.18'. THE COLLAR AERATION B.O. TANK ® EL. -053 / rr / PAGE: \� ''\� \/ >�\,'��'�\.'�\,`�\ WILL EXTEND DOWN INTO A MIN. 4' STRATA OF I it CHAMBER INNOVATIVE /ALTERNATIVE ON-SITE WASTEWATER TREATMENT SYSTEM \ \ \ B.D.LEACHING BED 6 EL. -1.14' %\\i\i\\`i\\i\\, \'\' \\�\\' \�' B.O. EXCAVATION® EL. -1.14' \` \�'\`' \`' : :'\\ I /i� \/ : ACCEPTABLE SAND t GRAVEL (SP OR 5W BY HIGH GROUNDWATER CONDITION \\\\\\\\\//\\� \�\ \\� \Y ASTM STANDARDS) /i\ 5GALE: NONE GROUND WATER EL.D -2.32' PER TEST HOLE B.D. CHAMBER® EL. -2.15' GROUND WATER EL. -2.32' PER TEST HOLE HIGHEST EXPECTED GROUND WATER EL. 0.86' IRREGULAR SHAPED SANITARY LEACHING BED 62' L6 x 34'-46' WIDE (+/-, REF.) HIGHEST EXPECTED GROUND WATER EL. Obb' 5.68 V.F. OF RATEABLE SOIL PER TESTHOLE (5W® EL. -ZB2') SGDHS REF. No. R-20-0424 of 4 1z CAST IRON FRAME AND COVER TO GRADE CAMPBELL SEPARATION DISTANGE REQUIREMENTS FORREGHAR6ER 150 HD GULTEG CHAMBER 1182 G OR APPROVED EQUAL 2 COURSE COW-RETETEE DIVERSION IN BED /TRENCH ARRAN6EMENT FINAL GRADE STORMWATER LEACHING STRUCTURES AND 1- ------ -BRICK OR COLLARTEE (TYPICAL) (INCREASED STONE APPLICATION) PIPING (RESIDENTIAL): CULTEC, No.410 FILTER FABRIC N o ►n � TYPICAL, U.O.N � to Z to ------ FLU5H INLET PROP05ED iv g MIN. f- „ HORIZONTAL SEPARATION DISTANCES FOR STORM b T}IK GONG COVER 2'-0" PLAN VIE`'V GRAVEL PARKING v- � DRAINAGE LEACHING POOLS: (OPEN GRATE) o o l� ® ® 6E KKK srRuctt wTMsast t� AREA DRYWY 4 PIPE DIA MIN. I PROPERTY LINE = 5' MINIMUM TYPICAL, U.O.N .. �\�\\` 1%MIN.(A5 REQUIRED) ® ® � 1 _ PIPE OPENING (OR APPROVED EQUAL _ .�-.. . . / %%�/i�/�%�i�y,�`/�\ \, „�\..\. \ , \\% C.IJLTEG..FABRIG'FILfiER_ .:•`•;:.:':'.:.'.,;;::'. :Y"i>Y'\ori%/! Q � < � BUILDING5 WITH CELLAR = 10 MINIMUM _ - - Ar� - SUIT1 Q r , , TO 3 MIN 3 MIN. Q � 0 - O v BUI LD I NG5 ON - 5 MINIMUM - - . . . . . \ , \ \ \ I / m a I m FORGONNEGTION \�\ \ . 4 � SDR35•. PIN ® � I� ® WATER SERVICE LINE/LATERAL5/MAIN5 = 10 MINIMUM m z ''\//�//�% ° PRECAST CULTEC, HDPE I \ \ \� i PPE I � I TO PROPOSED \ \ PROP � \ _ wlrH \ \ WRAP sTraJGTu�Es / / / I -- / / SIZE: � UNDERGROUND UTILITIES 5 MINIMUM � \ CATCH BASIN ROOF LOR CONN I l� o o ® © ® I FILTER FABRIC 6EOTEX SANITARY SEPTIC TANK = 20' MINIMUM CULTEC S.D.SSYSTEMS p �%�\�� ° TYPIC %�%� iJ i �� �\`/ �\` ���/ PROP. PIPE „ BY PROPER) ° \ ..•......•...••. / ' USE: 4 MIN 351, SANITARY LEACHING POOL = 20' MINIMUM SECTIONN m / ��% ( AL) ��% %/� ��/ \\i� r ''%i%�%i/ �%%% PUMP STATION = 20' MINIMUM PAR6E INSIDE AND OUTSIDE ! _ TYPE II CONCRETE 4p0o P51 \i r, °,° iir�/ir\/i//moi i :.:. ::::.::.:::::::•:` ;:::::•::::::: ::•:::::::•: :•::::• :• ir`; lo-o DIA. MINIMUM NON-RATEABLE MANHOLE - 20 „ „ . ° \/\;"\\/\\/\\/ �•: :;:' :: :;; `.:: :::':':: !ir\`i `4 in iv SOIL PRIVATE WELLS = 50' MINIMUM _ 4 3-0 4 ;�� 3'-0' \\��\\/��/�\\/�\�'' ;•;:::::: :.;•;::`;..:. ��\\' v -0 4 r / 6ND HTR RETAINING WALLS = 10 MINIMUM :_ • �\\/. \\"\\\\\\\\\ (::. . :.::.:::.:::::.::•..::.::::::.::::::•:::.::.::.:::::.� ..:::;:.;.;. /\�, FUEL 5TORA6E TANKS (BELOW GROUND) = 20' MINIMUM 3!_81 ° \ri\%/`�' (, ,.; :,: .:,•......:.:......:.......:....: //\\i/� CGOLLAR MATERIAL 6 MIN. \/ ° ° /. PENETRATION) HORIZONTAL SEPARATION DISTANCES FOR STORM RATEABLE 501E DRAINAGE NON-LEACHING STRUCTURES: WATER SERVICE LINES/LO SR UCTUR I : = 5' MINIMUM ° 4 \, - - - UNDERGROUND UTILITIE5 = 5' MINIMUM Y x Y x 3 t HIGH ° UNDERLYING SAND AND GRAVEL STRATA Ia�Q �p Ia `� _ TYPICAL CROSS SECTION GROUND WATER EL. -232' o o o VERTICAL SEPARATION DISTANCES FOR STORM STANDARD CATCH BASIN ° I o CATCH BASIN SUMP CONNECTION DRAINA615 LINES: " WATER SERVIGE LINES = 15" MINIMUM SGALE')�' _''-0' "' `" TO CULTEC RETENTION SYSTEM ' � 1.COLLAR DEPTH 15 NOT REQUIRED WHEN RATEABLE MATERIAL EXISTS FOR FULL DEPTH. SANITARY WASTE LINES = IS' MINIMUM Com: 4 BARS A t fi�-�I PLAN - NOT TO SCALE L CONCRETE 5TREN6TH TO BE 4000 P51 6 28 DAYS. +L L 2.COLLAR MATERIAL SHALL BE GLEAN GRAVEL ONLY. - 2.MELDED WIRE MESH ASTM AI85. 3'O.GF W T L(_TOP SLAB RECHARGER 180 HD GULTEG CHAMBER 3.ALL DRAINAGE STRUCTURES MUST BE WRAPPED WITH FILTER FABRIC. 3.REBAR A5TM A615 GRADE 60. �° - -a- - 4.USE 15' DIA GORRIGUGATED HIGH DENSITY POLYETHYLENE MOPE) HEAVY DUTY PIPE FOR TRIBUTARY L (TL AREA: b39 SF) 4.ALL PRECAST CONCRETE STRUCTURES MUST MEET AGI CODE AND CHAMBER DIMENSIONS: 36'W x 1.331x 20511 INTERCONNECTION OF ON-51TE STORM WATER LEACHING POOLS A. HDPE PIPE SPEGIFIGATION(AASHTO M-N4) POOL STORAGE CALCULATION: 5 5STRUGATTUIRIES MUST BE MANU=AGTLRH3 AT AN AGI CERTIFIED PLANT, 4" 3'-0' CHAMBER INSTALL LENGTH: 633'Ig g B. INSTALLATION OF HDPE SPECIFICATION(A5TM D-2321) DEDICATED TO: A COPY OF CERTIFICATION MUST BE ON FILE WITH THE TOWTRENGH/BED SIZE: G.WATER-TIGHT JOINT TE-STING SPECIFICATION(ASTM 0-3212) SWIMMING POOL ORAINA6E 5TORA6E AREA 4" 12" MIN PERIMETER AROUND BEDS GULTEG 410 FILTER FABRIC 3'-8" 6" MIN 5EPARATION® SIDES OF CHAMBERS I ' 2" WASHED, CRUSHED STONE D.GASKET SPEGIFIGATION(ASTM F-411) 14.0'x45.65' POOL,DEPTH = 5' O" SEPARATION® ENDS OF CHAMBERS � - TYP I GAL STORM HATER (SD) AND POOL POOL VOLUME = 5% 1,1415 (23,410.2 AL.(16 GAL) IB" MIN BELOW CHAMBER 85% COMPACTED FILL 23,402 GAL x 0.05 = 1,145 GAL.(160 GU.FT� 4" MIN ABOVE CHAMBER BAGKHASH (PBLP) LEACHING POOL DETAIL TOTAL VOLUME REQUIRED = 1,195 GAL. (160 Gt1.FT) (FOR Hl6H 6ROUNO WATT USE(1) 10' DIA x 3.0'H PRECAST LEAGHIN6 POOL STORM DRAINAGE CALC.: TRIBUTARY II: (rL AREA: 6,562 SF) FIN15HED GRADE a EL. 6.0 (TYPICAL) f NOT TO SCALE VOLUME=AREA x RAINFALL x COEFFICIENT RUNOFF AREA5: (PROP. CHAMBERS LOG'D IN LN050P AREAS) TOTAL VOLUME REQUIRED: 160 U1.FT.(1,145 GAL,1 _ 2411 NOTE5(TYPICAL): RAINFALL = 2.0" = O.Ibl' DWELLING 3,2e-T SOFT. `fl V V COEFFICIENT OF GRAVEL DRIVE AND PARKING = IA ENTRY COURTYARD 580 SQFT. � �- TOTAL VOLUME PROVIDED: 205 GUFT.(1,535 6AL,1icr:: .;. \ 1. MATERIALS: CONFORMS TO ASTM !ii`i' i" i - i i A48 GLA55 305 OR 35B COEFFICIENT OF ROOF AREA= LO RAISED ENTRY PATIO E STEPS 340 SQFT. z ,�\\/\\%%\�\�,;,\, . '.: �/j%j\\/j��i/� . //\�/�/ �WELL APPLICATION: J MA50WY TERRACE 4 STEPS 2355 5aFT EL. 4�5'`� `\/\�� /j%/j\�/\%/r%/j %/j\ OPTION 3- ` `' s:` SPEGIFIGAT10N5 �� PRECAST NON-LEAGHIN6/ORAINA6E 5TIRUGTURE5, TL.RUNOFF AREA 6'562 50 FT_ / /\ ; i` ►:...:..."`+ _ „ % i -.�. INGREA5B7 STONE OPTION, - 2O LOAD RATING: FOR AA5HTO 4 F6 3'x3'x3N PRECAST CATCH BASIN Vii`;%`i\`i�`i`i ::::'i�`i�\i��\`i /\�1 u „ d /�� r/� \/\ //. rr�j PLU512 ADDITIONAL BASE 20-44 HI6HWAY LOADIN6 •• W/FLU54 INLET CALGJLATION: �`y/\/�y/\`i\`i' MATERIAL CAMPBELL FOUNDRY OR b562 S.F.x IA x 0.161= I OQ585 CUPT. : : /\'j�✓" ' /\/\/\r,. ;--:-;•:•. \\j\ i n STOR VOL./CHAMBER: u PLC UILTEG CHAMBER MODEL: TL VOLUME REQUIRED= Ip46 GUFT. ;/\//\//fir% /\/it "/� r l 34 OR 36 2.G T APPROVED EQUAL MATCH PRECAST REGHAR6ER 180HO STORMHATER CHAMBER � \ .. i VARIES PER GONFI6URATION v CHAMBER O.A.51ZE: 7.33LG x 36 W x 205 H USE PRECAST COMPONENTS- , ,//"// % ::;:.• /\\jj\j - STONE REQt7/CHAMBER: OPENING INSTALLED LENGTH: b33 L6 EL. 2.38 \\/\\\\'+ :. " /\r\i VARIES PER C-ONF16URATM PLAN SECTION l2)3'x3'x3'GATGH BASING Wv FLUSH INLETS m i = ::: ;: ::•:....;...:."••:•:••::••::;::•: '\� \i 3.2 INGHE5 OF CASTING HJ5T STOR.VOL.BASED ON 'INCREASED STONE'APPLICATION: (NON-LEACHING STRUCTURES) /i\rr,�,:�:•:::.:.::.�:..•::.'...:...•:........�•:••:•:•:�:":":::::•:�:•:•:•.::::.:�::•�:::":;:...:...:'.. I /�. - REST ON GONGRETE PRECAST. 5TOR.VOL. 15 BASED ON INSTALLED LEiN6TN. //%%i�//.:::.::..:.:.;:.;.:�i `: TC?N :::.;:::>::.:::::::: ":::':•: :::::::::::;:::: tj//`�j m L.I. PRECAST Model No. 5020-B USE PRECAST AND CULTS-0 COMPONENTS - �// CD BED GONFl6URATION INGLUDE5: BED LOCATED AT WEST SIDE OF DWELLING: %���%��: N p" •.•:::::...`:::::,.: >. HEAVY DUTY FRAME AND GRATE . 600 STONE ABOVE GROWN, (7)CHAMBERS IN IRREGULAR SHAPED BED L. 0.88 ::.: ::"' .::::::::.:' "\�° B.O. BED @ EL. OBS' N • 18"STONE FOUNDATION, CONNECT TO ROOF DRAINA6E SYSTEM • 6'SEPARATION BETWEEN CHAMBERS(LONG SIDE), •• SEE ARCHITECT FOR CONNECTION LOCATION ����% MOYE�ANtIr,RH�(,.f+G�,�SUITABI�� �/%�% 0 � ■ CONNECT TO CATCH BA51N PER DETAIL �" %'S01C W/SP R O,/EL 4.0/ m • O SEPARATION BETWEEN CHAMBERS(SHORT SIDE)AND EL. 0.0 v�\i ,,T^,///O�'-=� ,. / '\\\ LD • 12" STONE PERIMETER SURROUNDING CHAMBERS VOLUME PROVIDED: 410 GU.FT. `1 i -�, d (IYPIGAL OF ALL BEDS). BED LOCATED AT EAST SIDE OF DWELLING: (/i. /i ' LU Q x Z < CHAMBER VOLS tb2.11 G1.FT. •,• (11)CHAMBERS IN IRREGULAR SHAPED BED CONNECT TO ROOF DRAINAGE SYSTEM 5-0" OR FULL WIDTH OF BED • VOLUME/CHAMBER VARIES BASED ON BED LAYOUT SEE ARCHITECT FOR CONNECTION LOCATION m o • STONE VOID CALCULATED AT 40% z Q In CONNECT TO CATCH BA51H PER DETAIL = 00 24" NOTES (TYPICAL): VOLUME PROVIDED: b48 GUFT. � INSTALL PER MANUFACTURE'S REQUIREMENTS GULTEG No. 410± FILTER FABRIC O t1 L'•l I. MATERIALS: CONFORMS TO � 00 SEE DETAILS AND GENERAL-NOTES,THIS DWG TOP (MANDATORY), 51DE5 AND BOTTOM N [� p c� <" TOTAL CHAMBERS PROVIDED = 18 PCS ASTM A4S GLA55 30B OR "> TOTAL. STORAGE VOL. PROVIDED = 1,118 CU.FT. = N 2011 35B SPECIFICATION5 cn LOAD RATING: FOR AA514TO t GENERAL NOTES m ., .;. Rethar99erm 180 HD W �I All Rechargerm 180 HD chambers'mist be Installed In accordance with all -i 36 H520. CAMPBELL FOUNDRY by GULTEG,Inc.of Erookfleld,GT. OR AFFRONT EQUAL applicable local,state cid federal regulations. GROUND WATER w SEGTION 2•CASTING MUST MATCH PRECAST OPENING Refer to manufachxer,GULTEG,ING.'s recommended Installation guldelhes. ® EL. -2.32' PLAN 3. 2 INCHES OF CASTING MUST RE5T ON GONGRETE PRECAST. L.I. PRECAST Model No. 4001-B TYPICAL CROSS SECTION HEAVY DUTY FRAME AND COVER RECHARGER 180 HD CULTEC CHAMBER SYSTENGINEER: INCREASED STONE APPLICATION �- �' O �OF NEW� PROPOSED W/ ADDITIONAL BEDDING NI ���� �Y °�p� NOT TO SCALEUj -:-. ' W www.dignetnycli.comor - cwt ofPl�'16151KCII( wall811.comher INSTALLATION REQUIREMENTS FOR WATER SERVICES �' � �o 0734 JG 15, E I� (for ototstates) ••---- ----• �,` (TAKEN FRONT SUFFOLK COUNTY WATER AUTHORITY,APPENDIX 3) :�Y AROFESSIONi' 800-212-4480 � 811 INSTALLATION OF 9RACE-5--SUBDIVISIONS -" JEFF YT-BUTLER, P.E. INSTALL PIPING 4 1/2'OP FROM THE HOUSE TO THE EXISTING STUB VAULT(TIE IN AT AUTHORITY'S,COPPER TAIL) Q By law,excavators and contractors working in For safety reasons,homeowners are strongly INSTALLATION OF SERVICES--FXI TING STREP'4 LtA]ER11A@(I. INSTALL A MIN I'0 SERVICE LIME ON THE PROPERTY,4 1/2 FT OP FROM BLO6 TO THE PROP.LINE. the five boroughs of New York City and Nassau encouraged to call as well when planning any and Suffolk Counties on Long Island must type of digging on their property. 2. LEAVE A I,RI5ER ABOVE THE 6ROUhD LEVEL AT THE PROPERTY LINE WITH THE END CRIMPED. Q contact DigNet,1-800-272-4480 or 811,at least Homeowners can contact us direct) at 3. SERV.LINE MEASUREMENTS FORM MUST BE GOMPLETED# SUBMITTED AT TIME OF INSPEGTION = In 48 hours but no more than 10 working days 1-800-272-4480 or by calling 811,the MEASUREMENTS ARE TAKEN FROM TWO(2)NEAREST CORNERS OF THE 1306 TO THE END OF YOUR PIPE Q z 1- (excluding weekends and legal holidays)prior national call before you dig number.For AT THE PROP.LINE SERV.LINE MEASUREMENT FORMS ARE AVAILABLE AT THE NEN 5ERV.DEPT. � to beginning any mechanized digging or excavation work completed on personal 4. THE END OF THE PIPE AT THE PROPERTY LINE S _D BE 10 FT AWAY FROM AMY OBSTRUCTION SUCH A5 � � C) � � excavation work to ensure underground lines property,it is the contractor's TREE5,TELEPHONE POLES,CATCH BA51N5,OR ORIVEWAY5 AND SHOULD BE AT A LOCATION are marked.Excavators and contractors can responsibility--NOT the homeowner's--to APPROXIMATELY OPPOSITE THE POINT OF ENTRY INTO THE BUILDING. Q also submit locate requests online,through contact DigNet.Having utility lines marked 5. A VALVE MUST BE INSTALLED WHERE THE PIPE FIRST ENTERS THE BUILDING. ITIC.If you do not currently use ITIC,please prior to digging is free of charge. . ALL OTHER UNDERGROUND UTILITIE5 MUST MAINTAIN A l0 FOOT CLEARANCE FROM WATER SERV.. call 1-500-524-7603 far more information. b � Z INSTALLATION OF SERVICES--EXISTING STREET 5TU 6 IN I. INSTALL PIPE 45 FT OP FROM DWL6 TO THE EXISTING STUB VAULT(TIE IN AT AUTHORITY'S COPPER TAILJ rL O O 2. A VALVE MUST BE INSTALLED WHERE THE PIPE FIRST ENTERS THE BUIL0I11',16. M�-I SPECIFICATIONS OI Q I--• N I. TYPE'K'SOFT COPPER TUBING,MIN.51ZE 1"IN51DE DIAMETER. QN W Z 2. CV5TOMER'S VALVE: FINISHED 6RADE A VALVE MUST BE INSTALLED WHERE THE PIPE FIRST ENTERS THE BUILDING. �1 Jil I iii 111 1_I =111= I_I I E- 11 3. PLASTIC PIPE 5PEGIFICATIONS: w Z Q A. PIPE MANUFACTURED AND 0616NED FOR USE IN POTABLE WATER 5Y5TEM5 CAN BE Qi z INSTALLED FROM THE Bl11lDIM TO M 20'FROM THE PROPERTY LINE.THE LAST 20'TO THE Q O NOTE: 5' TYP.FROM PROPERTY LINE MUSiT BE'K"SOFT COPPER TUBING. ALL WATER LINES SHALL BE BLDG.UNLESS B. PIPE SHOULD 13E RATED TO WITHSTAND WORKING PRESSURE OF 200 P.5.1.(W/BURSTING OTHERK15E DIRECTED. PRE55URE RATED 0 LEAST 2X TIE WORKING PRESSURE) LU O - 4'-6" BELOW GRADE. G. PIPING REQUIRING JOINTS IN WHICH A CHEMICAL SOLVENT 15 UTILIZED IS NOT ACCEPTABLE. # J O (BRASS COUPLINGS ARE REQUIREDJ WATER SERVICE D. 20'OF COPPER 15 REQV FROM INSIDE TIE BUILDING TO THE START OF THE PLASTIC,PIPE. � O O � ADJUSTABLE CURB BOX NICE I INE INSPECTION PROCEQURE5 � Q N F- LCL `0 � DETAIL S BINGHAM 4 TAYLOR FIG. CALL THE DAY ADVANCED DEPT.TO I�5�I�IJN5PECTION WHEN YOUR WORK 15 COMPLETED.(ONE � W � � � OO CSI No.4901 BUFFALO TYPE, BUSIN2 SOMEONE MUST BE PRESENT ON THE DAY OF INSPECTION. Q � LLI �- O N.T.S. � COMPLETE OR 3. IF REIN�TION 15 NECESSARY,A$25.00 FEE MUST BE PAID PRIOR TO THE REINSPECTION Z APPROVED EQUAL. 4. LEAVE THE TRENUi OPEN.DON'T BACKFILL THE TRENCH UNTIL OUR INSPECTOR HAS APPROVED THE O O SERV.LINE. C) CURB STOP MUELLER 5. IF THE 5ERV.LINE INSPECTION PASSES,THE ED.THE PIPE BY THE CURB WILL BE PAINTED BLUE.IF m SERV.INSPECTION FAILS,THE ED.THE SERV.WILL BE PAINTED RED. �.1 Z PROPOSED I' WATER SERVICE H-15204 OF APPROVED b. PLEASE DO NOT GALL OUR OFFICE UNTIL 4:30 P.M.IF YOUR INSPECTION FAILS. 13-4m :2) Q ((OPPER PIPE). EQUAL. 1. NO OTHER UTILITIES(Eb.OAS,ELECTRIC,GABLE TV,ETGJ SHALL BE BURIED IN WATER SERV. METER SETS AFTER ALL OF THE ABOVE MAHAS BEEN COMPLETED,GALL THE NEW SERV.DEPT. TO HAVE THE PAGE: % METER SET.HE ST HAVE THE HOUSE NUMBER BEFORE THE METER CAN BE SET. TAP LETTERS % CORPORATION STOP MUELLER TAP LETTERS CAN BE REQUESTED AFTER ALL FEES HAVE BEEN PAID,WATER SERV.HAS BEEN / H-15000 OR APPROVED EQUAL E5TA5LI5HE1?AND THE METER HAS BEEN SET. WITH APAG FULL BODY SUPPORT ' INSERT SERVICE SADDLE/ ION. 1" SERVICE TO PROPOSED DWELLING I� EXI5TIN5 WATER MAIN NOTICE: IF INSTALLING SEPARATE HOT WATER HEATERS,SEPARATE EXPANSION TANK5 SHOULD BE INSTALLED. 5WIT611ING SERV.TO HOMEOWNER --THE BUILDER CAN BRING IN A SIGNED APPLICATION CARD 516NED BY THE BUYER,BUT IT MUST BE FILLED OUT COMPLETELY INCLUDING SOCIAL SECURITY NUMBER, DRIVER LICENSE ID NUMBER,CURRENT MAILING ADDRESS,AND CONTACT PHONE NUMBER. IT 15 RECOMMENDED THAT THE BUILDER ESTABL15H THE ACCOUNT AND GALL FOR A DISCONNECTION OF SERV.,ALLOWING THE BUYER ONE WEEK TO ESTABLISH SERV. IN H15MER NAME. of 4 Glenn Goldsmith, Pr 'at Town Hall Annex Michael J. Domino 54375 Route 25 John M. Bredemeyer III P.O. Box 1179 vo A.Nicholas [{rupski Southold,NY 11971 Greg Williams Telephone(631)765-1892 Fax(631)765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD Date/Time: U120— Completed in field by: En-Consultants on behalf of 13350 NEW SUFFOLK AVENUE, LLC requests a Wetland Permit to demolish existing two-story, 3,420sq.ft. dwelling (located 65' from wetlands to north and 73' from wetlands to south), and 1,885sq.ft. attached deck (located 54' from wetlands to south), and construct a new two-story, 3,287sq.ft. single-family dwelling (located 75' from wetlands to north and south) with a 2,355sq.ft. raised masonry patio/steps (located 61' from wetlands to south), and 639sq.ft. of swimming pool (located 79' from wetlands to south); install a 144sq.ft. raised entry patio beneath second-story overhang with 14'x14' steps to 580sq.ft. of on-grade paver courtyard; install concrete pad for pool equipment and pool enclosure fencing; install a stormwater drainage system of leaching chambers and a pool drywell; install new pervious gravel driveway and parking area; remove existing nonconforming septic system located 80' from wetlands to south, and install new I/A OWTS sanitary system located at least 100' from wetlands to north and south; disturb/clear ±6,191 sq.ft. area for purpose of demolishing existing dwelling and constructing proposed structures; re-grade using approximately 116 cubic yards of clean sandy fill to be trucked in from an approved upland source; temporarily disturb/clear±6,626sq.ft. portion of naturally vegetated area to west of dwelling to enable installation of sanitary system, and ±618sq.ft. portion of naturally vegetated area to east of dwelling to enable installation of drainage system, and restore both areas with native plantings. Located 13305 New Suffolk Avenue, Cutchogue. SCTM# 1000-116-6-20.2 CH. 275-3 - SETBACKS WETLAND BOUNDARY: Actual Footage or OK=� Setback Waiver Required 1. Residence: 100 feet 2. Driveway: 50 feet 3. Sanitary Leaching Pool (cesspool): 100 feet 4. Septic Tank: 75 feet 5. Swimming Pool and related structures: 50 feet 6. Landscaping or gardening: 50 feet 7. Placement of C&D material: 100 feet TOP OF BLUFF: 1. Residence: 100 feet 2. Driveway: 100 feet 3. Sanitary leaching pool (cesspool) 100 feet: 4. Swimming pool and related structures: 100 feet Public Notice of Hearing Card Posted: Y / N Ch. 275 Ch. 111 SEQRA Type: 1 II Unlisted Action Type of Application: —Pre-Submission Administrative Amendment Wetland Coastal Erosion Emergency Violation Non-Jurisdiction Survey <_ 5 years: Y/N Wetland Line by: C.E.H.A. Line Additional information/suggested modifications/conditions/need for outside review/consultant/application completeness/comments/standards: 7V �'fCufS WOUTA �,V� qo see �e old, hort Vs New I have read & acknowledged the foregoing Trustees comments: Agent/Owner: _ Present were: Bredemeyer M. Domino -G. Goldsmith N. Krupski _4G. Williams Other 13350 New Suffolk Avenue,LLC 13350 New Suffolk Avenue,Cutchogue SCTM k: 1000-116-6-24.1 9/9/20 f tq r Z� <\ 00 0� 49 C� ok// ' I �O� / �.� / i0�' I S63• Ap 109 U 70 2.68 2.6g s ' (z) I U L N N C� (t)0 U O 2.61 J (n N�Z + 1.25 #36ILA I N O o U " G / r / E > c T _U Nay\ \ 2 I Q 0 0 9L -0 Z Q . 1.35 P3S • 1.18 a of / W •��- 1 ` WAY T O . 1.51 I I \ L I O I V WFTtAND I Z S IN LAN I N�3 BY NO L/M/T OF 0. S)33j.04O" \' \ ` CONSULTAtvrs OK APR�0 AS FLgGO I #30. �OiL / , _ 8, fD I / . 2.5 STONE DR/VewA9..9 \�9 207g• I zo \ I I I r') ?\ L1L I N33A � � ., •� / PROP `�9 J uTIL`- \ -N N TA0 S POLE __ ' AWA TER 0 epG 286 O MEL -d-� S)3?4 ,.� ` �R�� 1.35 2.74 \ CLEARING I 9p.Do•� 75• -e AE W4/ R/G .. wM 1 CURB H j Of W 0 ZONE k(6\ 4.86 A ml • 2.87 i to e $ 3.s� U a 5.9" m� ��9 2.45Dot !� C \ \ / /ST ONE DRIVEWAY ^�V' S)85 E POLE •� 569 WOOD 2s.5 ' 33 O S2 A s.3/ 0 ' /q v a __ 0 C CPOST FOUND 1 �a.�• y�SjORy E If S 0( �&t oARqC f 3, 91 / ?ND63 g• 2'1 T \ DESTCRI, h ¢a C, SHO •�/ CP pENC1. 0 O WER NF1. .0 4.24 r\\ W0p0 ?NOECK Rr H 3 LO O \ FLAG WO Wq K DEOK // 0 e°r S t ow SPICo Or Li \ POLE WAIk / .A Co Se, for co\ \ \ � 5.27 ° ort °nCy � ly • s.os � w � & p orsch •�- � '°• � ' out e e°n � \ Z \ \ \ ZONE AE(8) OET (f�UA L1Nf ALO/VC ,\ \ERM11If0 eyTD TIOq�O APpRO I DEC. 04, 2019 IND. UTILITIES F' �/��O \ fN`OONSULTANT 1 e0 NO p'4 l 1 OCT. 09, 2019 CLEARING & TAX MAP N0. i, \ \ S ON APp ) AS / JUN. 05, 2019 AMEND CERTIFICATION ` 4.37RIL 08' 2019) // S89.11'15"W S82.47'34nW MAY 01, 2019 LOCATE WETLANDS 20NE q _ _ / 3 66. 4 Q Q' JULY 31, 2018 STAKE FOR CONSTRUCTION E�B� C ft C7.Ov JUNE 20, 2018 AMEND LABEL WOOD to DATE: MAY 19, 2018 JETTY 5 l'43„ r `o JOB N0:2018-293 O Surveyfor: .0 • N CERTIFIED T0: 1148 13350 NEWS O►zFL� y 1335 0 NEW SUFFOLK LLC N84-3011 $5��s?" �Q A,J\D F� FAt C p,�I �- O� '+ WOOD JETTIES CO . , R New Suffolk PECONIC Town of BAY Southold Suffolk County, New York S O 50234 S.C.T,M.: 1000-116.00-06.00-020.002 AND `�v 40 0 40 DAVID H. FOX, L.S. P.C. N.Y.S.L.S. #50234 SCALE:1"=40' FOX LAND SURVEYING NOTES: 64 SUNSET AVENUE 1. TOTAL AREA = 89,795 S.F. WESTHAMPTON BEACH, N.Y. 11978 (631) 288-0022 UPLAND AREA = 60,696 S.F. EXISTING CLEARING = 17,807 S.F. T UNAUTHORIZED ALTERATION ADDITION THIS SURVEY 2• ■ = MONUMENT FOUND, • = PIPE FOUND. IS A VIOLATION OFSECON 7200 9 OF THE NEW YORK STATE EDUCATION LAW. COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. 3. REFERENCE DEED L. 11782 P. 390 & L. 11644 P. 867 ; CERTIFICATION INDICATED HEREON SHALL RUN ONLY TO THE 4. ELEVATIONS REFERENCED TO N.A.V.D. (1988). 5. FLOOD ZONE BOUNDARIES SHOWN HEREON FROM PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY. GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON • AND TO THE FIRM PANEL N0. 36103C0501 H LAST DATE 5-25-2009. ASSIGNEES OF THE LENDING INSTITUTION. CERTIFICATIONS ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS. 6. UTILITY LOCATIONS PER OTHERS. DWG: 2018-293 " " - PROPOSED HYDRO-ACTION OPS GNTRL GNTR AND BLOWER PROPOSED INNOVATIVE AND ALTERNATIVE NOTE TO CONTRACTOR:, FOR ADDITIONAL :[NFO: MOUNTED 35 ABOVE GRADE OR ABOVE BFE WHICHEVER 15 HIGHER,SEE ON-SITE WASTEWATER TREATMENT SITE PLAN 3 MIN SEPARATION MUST BE MAINTAINED CONTROL PANEL AND BLOWER REQ'MTS AND 'H FRAME DTL ON DWG 5P2 SEE ARCHITECTURAL DRA:WIP165 FOR FROM E.O.DRIVE TO SANITARY COMPONENT uA TFC,S.D. rn SITUATE AT: i ,k x PROPOSED PRIVATE RESIDENCE OR PROTECTION OF SANITARY -- '� o PROVIDE GONVENIETIGE GFI REGEPTAGLE: ZONING DISTRICT: `,fir 1, :., _. " s, ; . ' uu. : T - __ ` 13350 NEW SUFFOLK AVENUE GUTCHOGU NY .' i r ,� »'w,;•<'`'11,10""t, ' ,} :?, BY BARNES COY ARCHITECTS T T=- NEARBY CONTROL PNL(35' ABV FIN. GRD MIND PROVICE 20 AMP FLOOD ZONE: AEb COMPONENT FROM VEHICULAR DAMAGE) (�__T_ _1_-1__ TOWN OF SOUTHOLD 'M w, I BASE FLOOD ELEV: 6.0 ' °t - SERVICE FROM MAIN ELECTRICAL PANEL IN BLDG SUFFOLK COUNTY,NEW YORK OWNER: '' PROPOSED BUOYANCY ANCHORING: .,,�, L -1- - �T`,I� PPOP05ED' ' wm.y HOLE ` GRAVEL r '+M'• s- , • y.' H �t e-0fi - �S SGTM NO.: 1000-1 lb-b-20.002 ' _ '' " " PROVIDE(4) HELICAL COIL ANCHORS,2 FOR CHAMBER Zp 13350 NEW SUFFOLK LLC, • �" �'' ` `3'r tt NING34 • . DATUM: NAVD33 MOTOR COURT~ 2 FOR TANK,LOCATE AS SHOWN ClM(T LI - PROPOSED I/A ON-SITE SANITARY SYSTEM SITE DATA: • LENGTH OF ANCHOR SHALL BE t10-15'BLW 6RD OR AEROBIC, TREATMENT PLANT: TOTAL LOT AREA: 84745 SQ.FT z eq , '+�,Er �.. l:'i.'' ryY .i.• fr4k� a >w`•4 r` (' `'t o WETLAND AREA: 2q,120 5Q.FT. WHATEVER 15 NECE55ARY TO ACHIEVE 10 KIP ULTIMATE N �. I -HYDRO-AGTION SET-N-60 ONSITE WASTEWATER TREATMENT PLANT, • x " war.. y.009't "''" t . UPLAND AREA: 60,6-x5 5017. i MODEL ANI100 GRAVITY SYSTEM DESIGN FLOW: I TDO GPD ,�k fw� . SECURE CHAMBER AND TANK WITH HOLD-DOWN STRAP 3, �, ( ) .�,• ��, AND TURNBUCKLE TO EACH HELICAL ANCHOR •• UNIT INCLUDES: OPS(OP/GNTRL CENTER) W ALARM BEACON 4 M1'50EG ADJACENT AREA/TOWN BUILDABLE LAND = LOT AREA-WETLANDS) xy � `• : ��� ,,, $"� s'� � ;�"'.�:.x;;� ,�" '" ~ • SEE CALCULATION DWG SP2 > r a } f ° r AUDIBLE HORN ALARM(LOCATT�REMOTELY,AS SHOWN) u. y <{ x�. t ' #" ` � • S63 3 ( rl INE 0 LED., PROVIDE: LOT COVERAGE: EXISTING(TO BE REMOVED): PROPOSED (DEGAA): PROP. (T,O. 5ouftld): I x�' °I �BOTH REQUIRI=D AND L F , , , �.r- -� .'� EQ• . .. ' 1�.5 WETLAND 100 ,iyr-- + 2 U/6 ELEG OND FROM AERATION CHAMBER(A.GJ TO OP5 DWELLIN6 3,420 5Q.FT. (5.6485) 3,287 5Q.FT. (5.4285) 3,287 5Q.FT. (5.4285) EXPANSION I FAGHIN6 -�---� '2:STY L 1^ILIS .:. ' w� �:i ► ,:r, �:'';; `r' - t w Sl • 11 1 �' - •• 2 U/6 VENT CAD FROM PRE TANK(P.TJ TO HOUSE STACK ENTRY COURTYARD N.A. 5bO 50.FT. (O.qb%) NA. trgg�,;:Imp• q° €/[, ,. QO ', \ \I , .. .F^..Y i .- •m,' ^V Ems' °fJ'.(t'Lfn .,: `.i hvtR^:•fld,'„. .'f.:.'. .A...1. , S .Yv-, .vVX/„,, , �,0:.. \\ Ex15T. COMPONENTS SHALL BE 1 Il I\ 1-} % Wi,�i rnutl G,4RAGE:: .. GFI CONVENIENCE RECEPTACLE NEARBY CONTROL PANEL ti N .r S . 5 MIN I"1 / y RAISED ENTRY PATIO NA. 340 SQ.FT. (05685) 144 5Q FT. (0248;) .4aar,,I .. . ; ,s 2 INYT #3T PROVIDED DURING rn,, Il l\ n _-__ 10 MIN .. � ... MAINTAIN REQUIRED SEPARATION DISTANCES,DW6 5P2 "^-�' � a .n.,,3•• : �'' � ,` '* 1 . ��_`--- ZO'AMP:SERV.I=RQNJ:':.. :' SHED 60 SQ.FT. (O,OISK) NA. NA. q.,ti:, <.. .:....:::... 't,(°• .Y S,f; �rm �:-.,.a ;:. .,.,,;: w: `:., p; INITIAL INSTALLATION 1 11 1. �- / - J n\ f Irl\ / SEE DETAIL DWG 5P2 • 6 n 1 11 C / �/„, z U/s 2'EL'1A G MAIN PANEL 1N HOUSE DECK I,SbS SQ.FT. (3.11 ) N.A. N.A. ;s,'r ` .` 41" - _ --�E-E - -i MASONRY TERRACE E STEPS N.A. 2 55 «' �i A A ABSORPTION FIELD AND PIPING: 5Q.FT. (3.8885) 2,355 SQ.FT. (3.8885) LOCATION // //� � � 4 AIR LIFE V� BOTH REQUIRED AND EXPANSION SYSTI=MS ARE 5WIMMING POOL N.A. 63q 5Q.FT (I 05%) 634 SOFT (1.05%) �, �� PROP05�'•' TO BE PROVIDED DURING INITIAL INSTALLATION LOT COVERAGE: 5,365 SQ.FT. (8.3485) 7,201 50-FT. (11.5185) 6425 SOFT.(105985) y o CP'i1111+ N �u' I 5a C AG iLIU •'.RAISEDMASONRY ' A' 11-,1'\ MIN �, MIN ELJEN 66F 6EOTEXTILE SAND FILTER 5Y5TFM I o 0, �� ,1 II l; A'-(T�) / r �• :46.SANPIPE'WI.GDT • ..23 LATERALS STAGE 610 A24 6 EA. (6 � LOCATION MAP: G' `'?° o` B> h 't>ti I •W 0:o '(AIR'.VENT TIED ( n"p` PROVIDE AN ESTIMATED tllb GU.YDS. OFis v� r , z � b . INT _5.E VENT 5TAGIU •• INSTALL IN 25 LONG TRENCHES NOT TO SCALE COMPATIBLE GLEAN SANDY FILL W/51MILAR $ O _ �b ENHANCED :.• . •• 65F - 142 LIN FT SUBJECT PROPERTY CURRENTLY: GRAIN SIZE (OBTAINED FROM AN APPROVED t� 2 `��,' �� \" �l I .., • of ALL LATERALS MUST BE INSTALLED 0 SAME ELEV. NO UNDERGROUND 5TORA6E TANK5 EX15T UPLAND SITE) FOR THE PURPOSE AT-PAINING THE UNIT(M)y an 10 MIN PROPOSED MAINTAIN SEPARATION DISTANCES,DWG SP3 STORM DRAINAGE 5Y5TEM: ELEVATIONS AT GRADE SHOWN IN THE PROPOSED --A: ` SEE DETAIL ON DWG 5P3 NO STORM DRAINAGE STRUCTURES EXIST ON THIS SITE. ALL PROPOSED DRAINAGE COMPONENTS WILL � ` /� FOUND '�11 l I'(Pt` ,`' 11 + \�� I � RAISED Pool 51TE PLAN AND SANITARY R15ER DIAGRAM. Ex15T. I , `t .-�1 „ Y ' 11-1 1 1+ t COMPONENTS AND PIPING: MAINTAIN A 20'5EPARATION FROM ALL PROP05ED SANITARY 5TRUGTUI 5 AND/OR AB50RPTIDN FIELD now or formerly 4W 11 Il 20 MIN (formerly Marion Gaae) NYT # N(N ;l 11J1 1 1r►'+ (Poon 2'0 POLYLOK RHINO DISTRIBUTION POOL (DP) PROP05ED AREA OF DIST)RBANCE: David Terry Gose r(P• '�r11 1' rU I+ .. 1 • USE END GAP LEVELING DEACE5 •N--Q ` Revocable Trust 5'MIN 111 �',4'W, V', >1 V'\ i MAINTAIN SEPARATION DISTANCES,DW6 SP2 AND SP3 T�PLANS ARE DESIGNED TO COMPLY WV S.CD.H.5. 'STANDARDS FOR APPROVAL OF PLANS AND "P. � `�� (25,404 �>q.ft (05332 GIG) ,nn,gr',�II 1 �11 1e III GON5TR.FOR 5EE DISPOSAL 5Y5 FOR OTIC THAN 51N6LE-FAMILY RESIDENCES-DATED 12-2q-2017. UNIMPROVED,VACANT TI�� �j • SEE DETAIL ON DWG SP3 • OWNERS/INSTALLERS ARE TO FAMILIARIZE THEMSELVES WITH SECTION XVI.I -GENERAL REQUIREMENTS, �il1° No WATH2 SERVICE OR W8J_ ,1 11 1l 11 1' �J�' ;'/j�/ PIPING: t�1' APPROX.6,IQI 5F OF EXI5TING 11 1 1 II I XV1.2 - I/A OWTS MINIMUM DESIGN REQTMTS AND SECTION XVIb-ELECTRICAL REQt�1N'T5. THE AFORE f �� C/' VEGETATION TO BE • 4' 5DR 35 TRANSPORT PIPE (TYPICAL.,U.O.N) MENTIONED SECTIONS OUTLINE MAINTENANCE AND CARE OF INNOVATIVE AND ALTERNATIVE ON-SITE �' 51TE PLAN BASED ON ORIGINAL �� � J J G ;:tea 4' SDR 35 DISTRIBUTION PIPE(OVER GSF ONLY) W�sTE WATER TREATMENT SYSTEMS REQUIRED BY S.G D.H.S. �0�� DISTURBE D/REMOVED FOR DEMOLITION SOX LSA DYSURVEYIN6 `roc LINE OF WETLAND 100'SETBACK `°� ZONING LIMIT LINE pERFpRATED,W/ "Q HOLES AT 8 AND 4 O'CLOCK �j c/ �� OF EXISTING HOUSE/GONaTT�l1GTI0N OF � (INSTALL LEVEL) � � �' PROPOSED STRUCTURES DAVID H. FOX, L.S. P.G. ENLARGED SANITARY PLAN $' of NSW YOLK CI11' 64 5UNSET AVE. �F�T 1'I!' LANDWARD LIMIT OF TIDAL 1 &SONG I51m C WEST HAMPTON BEACH,NY I l4,b = WETLANDS PHONE: b31-233-0022 15 7.5 0 15 30 WETLANDS A5 FLAGGED BY / TLI EN-( ON APRIL OB 2olq '��' _ sT �D: 05-Iq-2018, C�2APHIG SCALE I" = 15'-0" ftft All, 800-212-4480 1 811 LAST UPD: 10-09-2019 EXP15T..5 �� UTILIZE EXI5TIN6 TAP, RUNIJ. www.dignetnycli.comorwww.call8II.com .� 1�Ir PROPOSED I"SERVICE WATER , • (for other states) j 111, 1!, XEX. S� j. i 1, - I�, 15 WIDE SURVEYORS NOTES: '� ,,If, - ,11i, - LINE, SEE INSTALL DTL, DW6 5P2 - wM0 O _ By law,excavators and contractors working In the REFERENCED DEED L. II732 P. 390 `1It' RIGHT OF WAYA-9i[/ five boroughs of New York City and Nassau and _ �.� Suffolk Counties on Long Island must contact L. 11644 P. 867 �, / EXISTING /Y 41- DigNet,1-800-272-4480 or 811,at least 48 hours ELEVATIONS REFERENCED TO `� - - - - - -L/- GRAVEL REMAIN V(v M but no more than 10 working days(excluding �+7 7 ltr NAND. (1433) 15 W S /3°31'40"E � EXISTING WATER MAIN WM M WM � TO REMAIN ,� O weekends and legal holidays)prior to beginning `E oo any mechanized digging or excavation work to FLOOD ZONE BOUNDARIE5 51'IOWN R.O.W.-N\ 89.95' �- en s w ' O g HEREON FROM 33x.85 2 EX15T. VEL 5 to � 1 r1i ensure underground lines are marked.Excavators and contractors can also submit locate requests FIRM PANEL NO. 3610360501 H � - - - ST3°31'40"E ►'L'i bq.QS' RDWAY TO -EMAIN 57°� n N �+N O cV 6 � a _ O " 5-(3°24'10"E �E - . - - . - - ExlSr. N I- online,through[TIC.It you da not currently use ;k Q G 9 -q l7 _ ,• O U-P #33 ITIC,please call 1-800-524-7603 for more LAST DATE: 05-25-2009 ° EXISTING 6RAVEL -'3 _w :*_ A rr q3' QO.O_O' ° , :: information. 7 > - r0, p ROADWAY TO REMAIN 9 L+ - s�� s ��~ t 515024'10"E H I FTS iD � �, EXIST. -�� \ ��' P� 5T3°24'10"E �� 43.85' >=x,wM j� F1 '� � • `�0 E.O.EX.STONE RDWAY ZONE AE(6) o � EX.UTILII �33A _ �� Z LOIS LANE `n 50.0 ' PROPOSED lMD L x POLE ER05ION CONTROL MEASURE Z X z IL LJ For safety reasons,homeowners are strongly O b, Q encouraged to call as well when planning any type a, Z r- �N property. WETLANDS �a TRIBUTARY I ,� 0 PROP Ex EL , : P L.U. GLRG `r '' INSTALL L o of diggingon theirHomeowners can N O w •:• 0 r; ALL STABI IZED �• "' ENTRANCE C O contact us directly at 1-800-272 4480 or by calling Ir' EXIST. G� d Q O TAWS MTR •Q ^' ` :.;•+',, , 3 CONSTRUCTION m C 811,the national call before you dig number.For N LIL X34 o g PROPOSED b ^' - 1 �," SEE DETAIL,DNS 5P3 Q Ln excavation work completed on personal property,it ) `T_ I ~ MM o POOL DRAINAGE SYSTEM + ! PIOPQrED•' ';' EDGE OF F••t��l Q = 00 is the contractor's responsibility-NOT the t J► (� �l� I - IO'�X 3'LD.PODL BACKWASH / -1�ERVi Rf�1 '' .:.:,, :;:• EX15TINC PROPOSED L� CO E.o.Ex. L ERSURE homeowners-to contact DigNet.Having utility lines •j �F LEACHING POOL(FRCP)• ' ` CLEARING l ::MOTORC.OUIRF 51k ' ;:�.. CLEARING ER05ION CONTRO M00 marked prior to digging is free of charge. L / ' + P ter: T PART OF TRIBUTARY II SIS DWG SP4 FOR INFO r� '. \ IN5TALL INLET PROTECTION ON ALL a G_ J + Fp ` .PRQVxDE�GOMMDN . n TMG' OPEN COVERS,SEE DTL ON SP3 cn .� + + "UtTII.::1R ►ICH':'• ::..,;.:;; �3.d` Q M LANDWARD LIMIT OF TIDAL all( tt WETLANDS AS FLAGGED BY • PROPOSED PRECAST/GULTEG / + o ) � r 5 NOTE 70 CONT ��...... STORM DRAINAGE SYSTEM - E : :SEE:dTL;DWG 5P3.�.`,, .t7� R SGT _ w EN-CONSULTANTS ON APRIL O3, 2014 - F I -LRM DRAINAGE BA51N '-/J + + 5 5I I u \ \\ * PROPOSED CONTRACTOR TO COORDINATE WITH Al, �,, �� W/FLUSH I �+ + + + :PROPOS '..::...: FI/ 1 POOL 6ATE5 ARCHITECT FOR LOCATIONS OF ROOF > x. �' (7)A OD GULTEG 180HD CHAMBERS z `'I 4 ' :,.,: ' . :, �: h - �o + I w /+ + + + ,. cfl ;,;::;. :1445F RATSH?M• Y ' ' z GB \ z SHALL BE DRAINAGE OUTLET FOR CONNECTION F- - - - r STORAGE VOL PROVIDED: 470 GU.FT. %+ + + + �' .. EIJTTRY PATIO RTFI.:':...'r�. \ + +� SELF-CLOSING AND TO PROPOSED GULTEG DRAINAGE - r _2 s EX 5TONE p� SEE DETAILS d REQ'MNTS,TH15 DW d / + + + + + + + + + + 21iQ. 1Y 4VRkN6:.'. O \ `�` + +( HAVE A SELF-LAIC STRUCTURES"CAL) all, / ' '`• - _ 1 - - r ROADWAY ^>� SEE ARCH FOR CONN.LAC TO r WI f4xl'F,51T 'S: DEVICE(EYP b to = ° r tt ' - WM WM WM '-' TO REMAIN �� ROOF DRN6 OUTLETS + + + a- + + t '. - o `� X1sTING WATER MAIN LOIS LANE \\°'� oma _ o +. to MIN 3aa' .' =I` SD 1 ii i w+ + +� PART OF TRIBUTARY II ~' 513°31'40"E x•45' EXIST. - - - + ►+- _ LOIS LA. ss LIL#33 -ti0 15'RIGHT OF WAY _ _ �_= -- 220' EX STONE ROADWAY TO REMAIN „ I- _ + -I ' ~ Q .'' '_': ', ='<' / .' 8.9' H I +ALL' �c -LX 1250 �, � PROPOSED PRECAST/GULTEG ENGI �� -- e : t a : " EXIST. •,« .. ` ':., ..::;••. 38 E ° 573 2410'E ST3 2410E :' + - + J '' b 580 5F ON-GRADE / ' + + + 584 ,q3 4000 EX. U.P.#33 -'-- I I I I I STORM DRAINAGE SYSTEM - EAST 573 2410E W, b -'-- yP61:1? l F E / �n Ex STONE RDhtAY 50.01 4385 1A LINT �a °` TES ; ,:: / 16.5' I -3'x3'x3'GATGH BASIN W/FLUSH INLET O EX.UTIL. Q (/� �+. + + + + _ TaG.t: ••":: '' G.FL.EL.@PAVER GOURTI(ARD o, r .``i O POLE -o-EX.ELEG.= fJ3 TO REMAII! _r now or formerl / HOLE 85 : �' .. � O, , ,Lj, ~ CURB I� y + + + + ,+ + t ra•..''. : ®��s' PROPOSED I I ,x I + l�V GULTEG 180HD CHAMBERS METER �' EX WD ) nest Gase,Nanc J tJ,_ b ,- 1.": :" '�. 634 ASL r`+ { To BE REMo L y + + + + + o ". ,'< ' / 2-5TORY DWELLING E.O. -�IJ L J + + / STORAGE VOL PROVIDED: 648 GU.FT. Co ��� �� / ° Morschecn,Barbara + + + + + + +E y.:` O' X.GLR6 + + SEE DETAILS 4 REOHNTS,THIS DW5 O (�) • Mcrtin t Paul Brem < 4 "..,f' W/ATTACHED GARAGE I I I I * �/ �� r/ + + + + + + Z •:`' _ 8 BEDROOMS J + ( '� 5EE ARCH FOR CONN.LDC TO ROOF DRN6 OUTLETS e (Y �p \ 5u�ACE HATER HITHN + + + + + + + :W, T2nd FL OVRHANG ABV ' II + +/ r z ° W o : cp / .... R / LA 3W FEET OF PROPEW + + � ��' -• / (CRAWL SP.END) �� I I I I /,<9- EX, '� � PROPOSED DISTURBED AREA m 2 EX, BRICK Nr TBR 0 10HELL5HITM WFI�r + 1NbFI�+ __ /16.0 / x 360' 3,287 S.F. L � � TO BE REYEGETATT=D: � C ) - = of QTY 100 WE +LF 'g ZINE A'(� �" EDGE OF •' ' �� - - EXISTING EDGE OF � � F.FL.Et_.d 12A ASL �+, � C11 ZONE�f j--� <} EXISTING C� `TONE DRIVEh1AY••'• •'""®°°' ', + + a r Q�• 1'fATGFI®AREA APPRDXIMAT$.Y 1$Ib SQ.FT.AREA TO EXISTING pppOV®_ p y gyp ', + ® �� + + + PROPOSED / 160 / ( BE TEMPORARILY CLEARED/DISTURBED FOR STORM A \- 9\ GLEARIN6 26.5' TO BE REWORKED CLEARING11 ►��\ MA)c // / o ?2.4% ,�;- 'Qp r1P tk HIBLIG MINTER + + + 1 I'r'- c' m 511BSEd1ENTLY (6F-63) +Sii� 1+ +r1', +�' y +,�� I �� CROSSING (CR) 6A, / PfIF.D •'. 143'. I o DRAINAGE SYSTEM INSTALLATION AND FESS10 I h RESTORED WITH NATIVE VEGETATION 4 ........ ( N 1 \\Hp� 4 + .- SEE DW SG TY T (SEE TABLE PLANTING SPEGIFIGATIONS) ON DW6 5P3 FOR v + + E JEFFREY T. BUTLER,P E. / TEST �ra� m N EX wD WALK �. u\ �' IIS + y+ + _ _ _ AREA:'.2 5 '•SQ:ET: o + T M RARELY ., i 1 ,�� W HOLE I 1 1 z < , I I + EX.AG y�(Li+KD � 1i 41 �' GtEtAR+ED AN fET� Q TO BE REMOVED , ua PROPOSED • f,..r(AL1 r,'•,. - UN1T5TBP. 100 ,. _ I N ' \ + g a + + rI .' NATIVE 6 TATIO AR A N �' h�3\fi + ,��� + +l� I + 2riC1'FL G7fl�f�AN6'APV •. '•' •' o POOL ENCLOSURE + + 24' .-. -t..�. --- PROPOSED DISTURBED AREA + + + \ + + I - 1 -EX.PROPANE - a•"....." r .t�. :.•'. .' .:'' ''. ` POOL FByGIN6 AND 6A1T_5 -J TANK To 316 TO BE REVEGETAT'ED: �+ ® ' + + I� + .. .'' . L.O.EX. SHALL COMPLY WI17f N.Y.S. }- O • * + + + MN( , \, +� + + ^` J RE51DENTIAL CODE,trIOL.F. Z = 00'hETLA� SETB+- 1 14.1' E REMOVED EX.OUTDR HATCHED AREA APPROXIMATELY tb�i26 SOFT.AREA TO + i{ , r ` 4- + (. y' ' PROP.RAISED POOL b / o -SECTION A6105 F- BE TEMPORARILY CLEARED/DISTURB®FOR SEPTIC 5 �N < LEGEND: 2 STY FR.HOUSE 4 GARAGE 11.2' Q I 5HOWER TO '� �-' SYSTEM INSTALLATION AND SU86EC>b1BITLY RESTORED I (T{P) `��� +',� ' ��I IN'\+ rt + + AREA: 63�{SQFT., o RIS = LLQ I� TO BE REMOVED BE REMOVED WIT}(NATIVE VEGETATION POST �: + ', 11 , + + + TOP®II.TS'A.51. ,�5b5 / / OP rGp.G� ll (FF 11.0) rE1LL. �. ^ ���+ BOT. 6.25'AS.L. P� PROPOSED SANITARY I/A SYS: F-I + " 141' m_ PORCH J (5EE TABLE ON DWG SP3 FOR PLANTING SPECIFICATIONS) FOUND 111' •' + + 4�1-Id IFI', + + \ + + / i o �I' V� N O GOYE12 TO 6RAOE / / ti Q•I Q I L _ TBR [v �+ + �' + i [�] '' � TEEM R LY 1 11 1 111' ill IG 1 + } EA.EX.GLEARIfJG 0 6P EO EX �� �� \O d- \� I O / VA � ^ O O 2nd 5TY 2nd STY ••.. DECK TBR DECK TBR '-a +G E R+E A�I ESTGR+FU + + + +'1111 + ' + + i� ) ► I + + I• .• �-1 �- Z \ \ \ / E0.EX AKIN r"I NAIVE�/E+GETATI Ofd AREA 1' 111 1-�{ //- , w GLE 6 s Q y_ EDGE OF \ + + + + 1 }Irl\+ 1 + (, / + / GLEARIN6 --I ir-T-TAT-T-1, �T�ILE SAND FILTER F--1 OOD DECK I.A-1� . \tom ' 100 YIG ND W EXISTING EX.BRICK \ + + + + - + + �„ J/�J/ `` o I t I I r (65F) 0 O O 1 (LEAPING TO REMOVED 1` r + + + + / GL�?Ri� �'�� t, �/ �� IN 4'WIDE TRENCH x- (v m O WALK TO SETS I Ll.l � vz FOUNDPOST . - - - BE REMOVED sd°� + + + ." PRO EO ,sI �� < LU AlRl FLAG - - l + + + + +64 + +�� �. „�MA LUNE ZONE `r g a' :POLE EX. WD WA f; BE EMOV o TEST HOLE •+ rw�P '°"" �- • -? PROPO��H)STORM�JATEIR SYSTEM: �-'+ LU Z • IPS`1"EIL'r'� �` :• : TBC - � I + - � + + + + now or formerl �� f-T-T-T-1 : i �o PRoviDED BY: `N + + + + + ,� PROPOSED P'm POOL WATT=R AE (8) CULTS-6 IbOHD CHAMBERS z } _ David Terry Case S 1BACK ; .,,� - �- ° ( )) od $ °Qt MILLER ENVIRONMENTAL GROUP _ - - - Revocable Tru t �. .,,f.•:. . � �` �`' Q A E b 2 �� 538 BDWARDS AVE,CALVERTON NY � 6 ���0, �� ~1'����6 SUPPLY LINE TO POOL EQUIPMENT �� J s / 1r�°����� C �_�_� ] 'INCREASED STONE' OTONNE � Q < �I (fa merh Marion Gase) *a ",. ° '� $ FB�FORME2 ON: 10-30-2014 o p / 1 15 �` v w �� O$ $ IN 5 WIDE TRENCH _ UNIMPROVED, ly VACANT w <�, � 6-(2' POOL EQUIPM T ON '� 7d $9° (� 0 3k60'PRECAST CATCH J Q NO WATER SERVICE OR WELL CJ BY REMOVAL PER SGDHS REQUIREMENTS ^ / 5�` EL.4.1x' Off-I.o'BELOW GRADE 4 THK P.G. EQUIPMENT PAD, �� S 6 $ N BAs1N w/FLUS-hi INLET _ c� °11 MEDIUM SAND BROWN p SEE DTL,DWG SP3 U_ O t� (SEE BOXED NOTE, THIS DWG) $9 (5t^U ,,, \ �- 5 ! Q 6 � TIE LINE ALONG APPROX HR.M. O COVER TO GRADE PRECAST 10'0 N 6• EL.3.18' v .-.,, . LL iW 6 I.0 -2.0 BELOW GRADE (EQUAL 70 TIDAL WETLAND BOUNDARY COVER BEOW GRADE I' ; 1 POOL BACKWASH F•+-i l(� Cr" ® \`�/ LEA64il%POOL MEDIUM SAND-BROWN � A5 DETERMINED BY EN-fANSULTANTS ZONE X �,, o ON 04-C3-201W Q w ABANDONMENT BY R _MOVAL: �,j v VA ° e-•2•Ia 2.0 -3.0'BELOW GRADE o ,t v, t,, PL, Z LL - - EXISTING SYSTEM TO BE ABANDONED BY 1 `� �' COURSE/MED.SAND tJ► , �I U� 0 !� O 1, W MIXED GRAVEL(5W) tJ.l x r,/ US REMOVING ALL RESIDUAL SEWAGE WASTES BY W C A LICENSED WASTE HAULER REMOVING,THE ,r r EL. Iff EXISTING SPOT ELEV; x6.0 a V) ENTIRE STRllGTURC-(5),BACKFILLING WITH FEMA LINE-N % O_ 3.0 -4A BELOW GRADE191 SUITABLE SAND AND GRAVEL MATERIAL,AND # - � •a M®.TO FINE SAND, EXISTING CONTOUR - PROPERLY COMPACTING. \ DARK BROWN W SILT(SM) • +�` _.._.. TO BE RE-IORKED: O 0 EL.0.18 FEMA LINE (� 4,0 -5M BH�W GRADE .... ZONE MEDIUM TO FINE SAND, ��� , •••.... ZONE AE (8) `' .b. x o C) BROWN(5WU EXISTING CONTOUR: .�ttw a IEL.-OB2 5D'-60BELOW GRADE PAGE- g4°301 MDIST COURSE-MH7.DARK now or formerly PROPOSED PARTIAL�SANITARY SITE PLAN AN � � ,,r� 6- � - 114.0' i V GRAY SAND(SI ) David Terry Case Pte'•�T�! - - - N73051'43"W - � 5'1 • EL.-1.62' Revocable Trust 20 10 0 20 40 60 8 6.0 -7.0 BLOW GRADE : (formerly Marion Gase) „ _ , r.� TIE LINE ALONG APPROXIMATE H.W.M. 6ND WTR 6 EL.-23 M015T TO NET y x GRAPHIC SCALE rr I 20-0rn `^^ (EQUAL TO TIDAL WETLAND BOUNDARY �! 51 -16 PROP.SPOT ELEV.. 8.0 SITE PLAN - DEMOLITION PECONIC BAY AS DETERMINED BY EN-6ON5ULTANT5 EL.-282 TRACE�(54 i _ a . A.30� TEST HOLE ON APRIL Ob,2014) N$4 ~~y GROUNDWATER ENGOUNTERH2 a EL. -232' , ,...� rT73°51'43"W -M- 114.08�� FIN15 W FLOOR ELEV. 30 15 0 30 6o ZON1,1rl6 qo HIGHEST EXPECTED GROUNDWftTER a EL.0.�I2 PECONIC BAY SCOH5 APPROVAL AREA: FREL. GRAPHIC SCALE LIMI, I_, '-0" ` "'" of 4 O o el o (2) 2x8 x (LENGTH TO SUIT) ACO Ole PUMP/COMPRESSOR POWER CIRCUIT Q/ � ----------------------------------------------------------------------------------- HORIZONTAL GROSS MEMBER G G 111 (TYPICAL) USE (b)Y2'0 5.5. LAG BOLT W/ PROVIDE 20 AMP BREAKER CBI MI C°v ! GFI REGEPTAG 4 BO 5.5. WASHER 0 HEAD IN MAIN ELECTRICAL PANEL LI LI BLK �1 BLK �{ BLK spI SPRAY I"RATINGS: (� AK-080917-1 LE NEMA X) (TYP 0 EA. POST) IN EXISTING BUILDING FOR - "I PUMP 3/4HP 115v ®— "� �� 1 4 x 12 ! PROPOSED I/A OHM WHT HT TO 15D FLA. Q) 2x AGO TIMBER SHELF x I/A owns N N N ELECTRICAL O �00 "O 'k a❑O INSIDE LID VIEW DEPTH TO ACCOMMODATE BLOWER ELECTRICAL z I I G SCHEMATIC o❑ NOTE: ENCLOSURE (I) 2x4 AGO BACK BOARD CNTL Ply, z GB2 M2 65R 6 LOOPS o ON ON ON ON ON •c i ua HINGE TO THE RIGHT i LENGTH TO 5UIT 'H' FRAME t 12'w x We o t 0 ® BLK BLK BLK DIAGRAM RPI REGIRG R►f'RATIN65L X ourrarx+ari.L 4, OFF OFF OFF OFF F i t • • ® 3 4HP® IISV • • WHT WHT N MOTOR 5D FLA NOTES: ^ C11s HCM CM ' ? STAINLESS STEEL ANGLE FOR ®�®�® Q- FLOAT SWITCH TO BE RATED N ' 11 2 AMP AT 120V MINIMUM. S ® O ® ® PROPOSED 2x SHELF SUPPORT — .a- u}i � CES M3 MAIN PANEL DISCONNECT AN�u�oN� � _ BLK ''l`� BLK BLK MUSMIXER INSTTBE PROVIDED ALLER FIELD WIB IN6 MPI PUMP RATINGS: O r �a�`� 0 �� 3^ L� I THE CONTROL PANEL BOX NOTES i jn,�f1 OR 5D FLA SV MUST BE A MINIMUM OF 60°G M.°,. MU5T BE FLACEO CUT5IDE ON FLOAT SWITCH TO BE RATED 2 AMP AT 12OV N COPPER WIRE. DASHED A SUITABLE PEDESTAL WITHIN I MINIMUM.MAIN PANEL DISGONNEDT MUST BE 4x4x8'L6 AGO TIMBER P05T I ••LABELS ON OUTSIDE OF LID I VIEW OF THE SYSTEM THAT IT z PROVIDED BY INSTALLER.. DASHED LIKES LINES INDICATE ITEMS NOT _ EJ EDI I 6 CONTAIN IN THE PANEL. • a • ® ° I T=____---_ T=_____--_ T=a=--- MINIMUM COVER 36 BELOW GRADE SERVES.CNTRL(RTR AND INDICATED ITEMS NOT CONTAIN IN THE PANEL. G� t13 it � Ah ] Ii N�u4�]ll �� 1 lid REAM i BLO ER 9iALL BE MOUNTEO '� REQUIRED TORGUE FOR TERMINAL BLOCK SCREWS 15 � .►1� REQUIRED TORQUE FOR gMLN �� �� INGA5ED IN POURED CONCRETE IN 12 m GRY CRY TERMINAL BLOCK SCREWS IS z ` z co z a0iO s a s L——'== —a —__—_ --— DIAMETER SONOTUBE. (TYPICAL) 35'ABV FINI5HED GRADE 16 IN—LBS. FIELD WIRING MUST BE A MINIMUM OF GI COMP.RATINGS: cQ (MIN)OR ABOVE BFE, 60°G COPPER WIRE. COMP O HHIGHEVER 15 HIGHER. I WHT MOTOR 5�LAlISV Ib In-lbs. 9 E� 0 0 0 0 0 ly 1 4 40 3 3 4 , 4 4 ! � NOTE ALL MOTORS MUST HAVE GRADE INTERNAL OVERLOAD PROTECTION. SPI N FPI N P1 N Ct N 1 2 3 4 5 6 REDM�ARCE AMBER(BECIM CREEI(F�tIDER d d I �r 1 ® � i PUMP) PUMP) PUMP) \ \/ a � f /j\if\\//�\/ o /\//\ BLU I 2 LRI-01 RED/WH � uaolreuxrelK� , JINN P N C1 N 1 2 3 4 5 6 BLU I 2 LRI-02 PINK/WHWHT PINK/WH REGIRG RUNNINGdp- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - BLU R-Q YEL/t^W � WHT O O m w O c N N �_ d 'lll dill N � x � � � � _ _ 'EL ' [ LJ CONNECTION DIAGRAM BLU 6 MIXER i WHT 4 1 4 4 1 4 REQUIRED TORQUE FOR TERMINAL BLOCK SCREWS IS 16 in 40 LP.I-04 ®R, BLU RED 16 PLG INPUT eR°�ti e��F RFo Y w PROPOSED 'H' FRAME DETAIL 40 AS-I BLU PINK g 3 RUN (STRUGTURE FOR I/A OWT5 CONTROL PANEL AND BLOWER MOUNTING)) BLU 5 6 RED AUD 5GALE: NONE HYDRO-ACTION ATU ALARM = m m CONTROL PANEL REQUIREMENTS: HWA MUTE oRG BRN - 00 o�� o I. THE CONTROL PANEL BOX MUST BE PLACED OUTSIDE ON A SUITABLE BLU a r-1: NEW 20 AMP,I POLE BREAKER PEDE5TAL WITHIN VIEW OF THE 5Y5TEM THAT IT SERVES. CONTROL TEST � � Ililri;;;; nurlliilo '-jCONTROL PANEL PROVIDER GRADE (MIN JI TO HYDRO-ACTION FROM UTILITY CENTER AND BLOWER SHALL BE MOUNTED 35' ABV FINISHED ALARMF-t-I °;;'; II;; U OR ABOVE BFE,WHICHEVER 15 HIGHER. O w >_ rn "1 L16HT oRc '� c 2. EXTERIOR PANEL (NEMA 4X SPECIFICATIONS) PLACEMENT ENABLES m 120 VOLT,I� SERVICE TO THE 5Y5TEM TO BE SERVICED AT ANY TIME,ELIMINATING THE NEED RED BLK WHT tD w Q HYDRO-ACTION CONTROL PANEL INCOMING TO ACCESS THE INSIDE OF THE BUILDING. RED E-1 x z I.,_ (2#6,t6 IN 1'PVC PIPEJ SERVICE 3TERMINED . THE CONDUIT MUST HAVE APPROPRIATE 5EAL5 TO PREVENT 6A5E5 m : o BAY ) BOXEE5. TURF FROM REACHING THE CONTROL PANEL OR JUNCTION ENABLE O 2 Ln 00 4. 5Y5TEM SHALL BE EQUIPPED WITH A FUNCTIONING WARNING SYSTEM BLU I 2 YE 11 PLG INPUT = a HYDRO-ACTION HYDRO-ACTION UTILITY WHICH WILL ACTIVATE AUDIBLE AND VISUAL ALARMS THAT CAN BE W1 AERATOR I/A OWT5 MAIN BUILDING SERVICE ELEGTRIGAL CIRCUIT BREAKER METER READILY SEEN AND HEARD Ell' THE OCCUPANTS OF THE BUILDINGLn T-11 SERVED. OVERRIDE � CONTROL PANEL PANEL 5. PRE55ORIZED SYSTEM MUST BE EQUIPPED WITH A CONTROL PANEL BLU YEL H 12"W x 10 °' �� WITH MEANS OF CONNECTING A PORTABLE GENERATOR TO 3 4 GSR 12 PLG INPUT w INK OPERATE THE SYSTEM DURING A POWER OUTAGE. ° BLU 14 PLG INPUT ~ ELECTRIGAL NOTgL EXISTING 6RaW ROD 1,184 GAL. ° ° 1. RRED ELECTRIGAL POYEIZ GONOUITS%TALL BEA PRE-TREATMENT TANK �j ° TIME DOSE TAN I7 PLG INPUT ti MINIMUM OF 24 INCHES BELOR GRADE 2.ALL ELECTRICAL WORK TO BE PHTFORMW IN _ �� BLU Af6MANGE WITH NEC. • ° DEMAND ENGINEER= • SEPARATION DISTANCE REG MTS FOR to TANMH 0� N - ELECTRICAL ONE-LINE DIAGRAM ° N 5ANITAR( 5EPTIG TANKS, I/A OWT5, RUMP 5TA SPRAY Is PLG INPUT o SCALE= NONE - OR MANHOLE (RE5IDENTIAL):SCALE: NONE + �6�` � MIN. HORIZONTAL SEPARATION DISTANCES: B1 W1 • A. BUILDING W/CELLAR = 10'-011 I/A OWTS UNIT SIZING: 6, u; B. BUILDING ON SLAB = 5'-0" <' 2,093 GALL. G. PORCHES, DECKS, HOUSE OVERHANGS, 50%PER: 2� ;*4 ATU TANK NITROGEN CANTILEVERS,ETC, = 5'-0' UNOFFICIAL COMPILATION OF GODE5 RULES AND �� 07 A D. WATER LINES = 10'-0' REGULATION OF THE STATE OF NEW YORK TITLE 10 ,o ° REDUCTION TANK °° DEPARTMENT OF HEATH. CHAPTER 11. PART 75. n'OFES5 E.SURFACE WATER(WETLANDS) = 75'-0" STANDARDS FOR INDIVIDUAL ONSITE WATER ° F. PUBLIC WELL = 200'-0' G. PRIVATE WELL = 75'-0" SUPPLY AND INDIVIDUAL ONSITE WASTEWATER JEFFREY T. BUTLER,P.E. ° TREATMENT SYSTEMS. APPENDIX 15-A H. RETAINING WALL (WTRPROOF) = 10'-0" g ° J. U/6 FUEL TANKS = 10'-0" SECTION 15-A.6 5EP'TIG TANKS (� K. U/6 UTILITIE5 = 5'-0' TABLE I: DAILY DE516N FLOW = 110 6AL5/DAYBDRM • • JO PLG CNTRL PNL W/HPI20 L. ROAD STORM DRAINS = 20'-0' TABLE 46: APPLICATION RATE = 120 6AL/DAY/5.F. Z = COMPRESSOR AND BLOWER M. ON-SITE 5TORM DRAINS = 10'-0' C TO BE INSTALLED REMOTELY POWER LINE AND MISC. GONN'S TO BE 11j !� MODIFIED A5 REQUIRED TO ACCOMMODATE N. CATCH BASINS(NON-LEACHING) = 5'-0' I/A OWTS UNIT LOAD CALCULATION: (SEE SITE PLAN FOR LOG) 0. SANITARY LEACHING POOL = 8'-0" REMOTE LOG. OF OPS CONTROL CENTER AS P. SEPTIC TANK,PUMP 5TA OR M.H. = 5'-0" 110 6 x 8 BEDROOMS = 880 6PD TL FLOW 2" PVC,VENT LINE SHOWN ON SITE PLAN P. PROPERTY LINES = 5'-0" PROP05ED SANITARY DESIGN FLOW = 880 GPD /-(TIE INTO BLDG VENT STACK) R.SWIMMING POOL = 20'-0" USE: QI v O • USE HYDRO ACTION WASTE WATER TREATMENT PLANT I- Z 5. TOP OF EMBANKMENT OR STEEP SLOPE (15% SLOPE OR GREATER) = 25'-0" •• MODEL NO. ANI100,GRAVITY SYSTEM m (NT. BLUFF - 65'-0° •• TREATMENT CAPACITY: 1,100 GPD Q U. DECK/RAMP = 5'-0" .. TL.WORKIN6 CAPACITY: 3,27 GAL LU 1 FLOW RANGE: 50-1,100 GPD �..� UJn •• LIQUID SURFACE AREA: 73 50.FT. UJ } •• MAINTAIN REQUIRED SEPARATION D15TANGES F1,0W LM II II JU _ •• 5EE DETAIL FOR INFORMATION, DWG 5P2 Q -d I �i C INSTALLATION REQUIREMENTS: _ V O II II I. THE I/A OWTS TANK SHALL BE INSTALLED AT LEVEL IN ALL OWNER CARE OF SAN. SYS: Z J O �- cn DIRECTIONS(WITH A MAXIMUM TOLERANCE IN ANY DIRECTION • FORMJLARIZE ONESELF WITH THE MANUFACTURES RECOMMENDATIONS FOR CARE O t- F +/ONE QUARTER INCH) ON A MINIMUM 3-INCH THICK BED OF OF SANITARY COMPONENTS. LL � O O O P.T.� PROPERLY LEVELED AND COMPACTED SAND (FREE FROM • PRIOR TO ANY FUTURE SITE WORK ALWAYS ERECT CONSTRUCTION FENCING 8' N LL PMTS T� ROGK5) OR PEA GRAVEL. BEYOND THE PERIMETER OF THE HYDRO-AGTION ENHANCED TREATMENT UNIT Q N ~ j O N INSTALL POLYLOK � � 1 In TANK EFFLUENTP/N FILTER, (ETU) TO PROTECT THE COMPONENTS FROM VEHICULAR DAMAGE. rW W O i- d- 0 z — — 'S r www.dignetnycli.com HYDRO-ACTION ANI 100 BUOYANCY CALC: Q-+or P Not O }- ' Pvivneacr www.0 11181i.com BUOYANT FORGE O C fn z Z A.C. &,II11615YI/I (for other states) 15 RESULT OF AIR VOLUME WITHIN GONTAINER5 FULLY IMMERSED IN WATER N a m O Q AMA= G��E Tq 800-272-4480 1 811 BUOYANT FORGE= CZ ANI100 PRE-TANK BUOYANT FORGE = 12,342 LBS = O By law,excavators and contractors working in For safety reasons,homeowners are strongly AN1100 TREATMENT TANK BUOYANT FORGE 233b4 LBS .z PAGE. the five boroughs of New York City and Nassau encouraged to call as well when planning any TOTAL BUOYANT FORGE = 35,106 LB5 I and Suffolk Counties on Lang Island must type of digging on their property. ANTi-BUOYANT FORGE: LL contact DigNet,1-800-272-4480 or 811,at least Homeowners can contact us directly at = I, 48 hours but no more than 10 working days 1-800-272-4480 or by calling 811,the HELICAL PILE ANTI BUOYANT FORGE 16,000 LB5 �! � f� �r � I (excluding weekends and legal holidays)prior national call before you dig number.For PROVIDE (4) PILES x 4 C t I K : to beginning any mechanized digging or excavation work completed on personal TOTAL ANTI-BUOYANT FORGE 64,000 LBS = excavation work to ensure underground lines property,it is the contractor's are marked.Excavators and contractors can responsibility--NOT the homeowner's--to = also submit locate requests online,through contact DigNet.Having utility lines marked ANTI BUOYANT FORGE EXCEEDS BUOYANT FORGE BY A C)HYDRO-ACTION WASTE WATER TREATMENT PLANT ]TIC.If you do not currently use ITIC,please prior to digging is free of charge. q1 SAFETY FACTOR I. call 1-800-524-7603 for more information. P2 MODEL No. ANI100 (6RAI�ITY SYSTEM) ■• LENGTH OF ANCHOR SHALL BE APPROX. 10'-15' BLK 111 5GALE: NONE GRD OR WHATEVER IS NECE55ARY TO ACHIEVE 10 KIP ULTIMATE of 4 NOTES: SANITARY ABSORPTION TRENCH SIZING SEPARATION DISTANCE REG'MTS FOR 50' MIN. ' 1.SEED AND LOAM TO PROTECT FROM EROSION ANTI-SILATTON FABRIG WOVEN WIRE FENCE (MIN. SYMBOL: SANITARY L.EAGHING STRUCTURES 2.GRADE SURROUNDING AREA 50 THAT STORM WATER RUNOFF PROPOSED 8 BEDROOM DWELLING PROFILE EXISTING 14 I/2 GAUGE W/MAX. b' MESH SPACING) x D15TRIEUTION PIPE(SDR 35) W/ 51ZINN PER= UNOFFICIAL COMPILATION OF CODES RULES AND REGULATION OF THE STATE OF NEW YORK (RE510ENTIAU: MOUNTABLE BERM (OPTIONAL) PAVEMENT O DOES NOT RUN TOWARD OR POOL ONB2 ABSORPTION FIELD TITLE 10 DEPARTMENT OF HEATH.CHAPTER II.PART-5.STANDARDS FOR INDIVIDUAL ONSITE WATER 3 3. ry PERFORATIONS®8 AND 4 O'CLOCK SUPPLY AND INDIVIDUAL ON5ITE WASTEWATER TREATMENT SYSTEMS.APPENDIX 15-A MINIMUM HORIZONTAL SEPARATION DI5TANGE5: / 36' MIN. LENGTH FENCE PO5T5 cOv b".Li4't'ER t')F•L'OANf PREFORMED METAL CLAMPS TABLE I: DAILY DESIGN FLOW= 110 6AL5/DAY/BEDROOM(800 GPD TL FLOW) A BUILDING W/CELLAR= 10'-0' 10 MAX. G. TO G. DRIVEN MIN. Ib' INTO GROUND. ' _ TABLE 4B: APPLICATION RATE = 1.20 6AL./DAY/5QFT. B.BUILDIN6 ON SLAB = lo'-0' EXI5TIN6� FILTER z_ (FOR SECURIN6 PIPE IN PLACE) TABLE 6D: ADJUSTED REQ'D LENGTH OF AB50RPTION TRENCH = 122 LIN FT G.PORCHES,DECKS,HOUSE OVERHAN65, GROUND CLOTH _ X X• X %• X X• X %• X %• X • X X • h X % % • X X % X X X X X X AND 5TANDARDS FOR APPROVAL OF PLANS/CONSTRUCTION FOR SEWAGE DISPOSAL SYS FOR CANTILEVERS,ETC, =5'-0' 6 OF GLEAN 5AND D.WATER LINES = Io-0 .. a X X % % 65F-6EOTEXTILE SAND FILTER SINGLE-FAMILY RESIDENCES,DATED 12-2q-2011 , 08 TABLE II -ADJUSTED REQUIRED LENGTH OF A 6RAVE1F55 ABSORPTION TRENCH FOR STANDARD E.SURFACE WATER(HE = 100-0 50 MIN. ' *f AS1M G33 WA51®CONGRETE DE516K FLOWS(FT)6RAVELLESS GEOTEXTILE SAND FILTERS(BASED UPON 6 S.F./FT OF TRENCH) F.PUBLIC WELL = 200'-O" PIAN VIEW 10 7`t7 _ � GSF 6.PRIVATE WELL = loo'/I50' ; 4, HEI o FILTER SAND REQUIRED W/LE55 THAN 10% H.RET,WALL M4TRPROFF) = lo'-0' EXISTING z = I6�MIN.F z 9 PA551NG A#100 SIEVE AND LE55 SANITARY J.U/6 FUEL TANKS = Io'-0' - ► THAN 5%PASSING A#200 51M X K.U/6 UTILITIES =5'-0' GROUND o W - z ABSORPTION TRENCH CALCULATION: L.ROAD 5TORM DRAINS OR RECHARGE BASINS= 20'-0' BO.rReNCFI o EL 2.a2' I I I I I I I M.oN-SITE sroRM DRAINS oR RECHARGE BASINS= 10'-0 f ERSPEGyIEW /•� I 7t 8 BEDROOM SYSTEM REQUIRED INSTALLATION: N GATGH BASINS,NON-LEACHING= lo'-0' � 12'MIN. EXI5TIN6 P �� /� '� S I = � � p 122 LIN FT OF 65F ABSORPTION TTZBNCa•I C31 MODU.ES) O.SAN.LEACHING POOLS=8'-0' t� PAVEMENT GON5TRUGTION 5PEGIFIGATIONS 4.0 F- P.PROPERTY LINES = 5'-0" I. WOVEN WIRE FENCE TO BE FASTENED z 8 BEDROOM 5096 LEAGHIN6 EXPAN51ON REQUIREMENT: Q.TOP OF EMBANCMB�r OR STEEP SLOPE SECURELY TO FENCE POSTS WITH WIRE TIES 3b' MIN. FENCE POST z WOVEN WIRE FENCE (MIN. 14,1'2 pL �� 122 LIN FT(GSF) x 15 = 183 LIN FT ABSORPTION TRENCH REQUIRED (15SB SLOPE OR GREATER) =25'-0' � OR STAPLES.PO5T5 SHALL BE STEEL EITHER GAUGE W/MAX. b" MESH AGGREGATE OR _I . 183 L.F./4 L.F.(MODULE LENGTH) = 45:IS MODULES R BLUFF = 65-0 p 'T OR U TYPE OR HARDWOOD. COURSE SAND o p - 2. FILTER CLOTH TO BE TO BE FASTENED SPA6I46) W/FILTER CLOTH qq v cV 46 1T_.MODULES REQUIRED(MINIMUM) G.SEPTIC TANK PUMP STA,GREASE TRAP GONSTRUGTION SPEGIFIGATIONS (5P OR 5W) I OR MANHOLE = 8'-0' SECURELY TO WOVEN WIRE FENCE WITH TIES . I. STONE 51ZE-U5E 2 STONE,OR RECLAIMED OR RECYCLED CONCRETE EQUIVALENT. SPACED EVERY 24'AT TOP AND MID SECTION. [til X BOTH REQUIRED AND EXPANSION 6N5 MODULES SHALL T.SWIMMING POOL = 0' 2 LENSTH-NOT LE5511.AN 50 FEET(EXCEPT ON A 5INISLE RESIDENCE LOT WHERE A 30 FOOT MINIMUM LEN6TH WOULD APFLY). FENCE SHALL BE WOVEN WIRE,12 1/2 6AWE,be 3 ILI TYPICAL DETAIL I I I BE PROVIDED UPON INITIAL INSTALLATION U.DECK/RAMP =5'-0' � I I I 3. THICKNESS-Nor LE55 THAN SIX(b) INCHES. MAXIMUM MESH oTENNs. FEW z UNDI51UtZBE � o 4. WIDTH-TWELVE(I2) FOOT MINIMUM,BUT NOT LESS THAN THE PULL WIDTH AT POINTS WHERE INGRESS OR E6RE55 OCCURS. 3. WHEN TWO SECTIONS OF FILTER CLOTH ADJOIN T , FOR SOIL REMEDIATION I I I INSTALL: THEN Y-FOUR(24)FOOT IF 51N6LE ENTRANCE TO SITE. EACH OTHER THEY SHALL BE OVER4.APPED BY 6RouND ,� n (N AL LATERALS,b MODULES IN EA.= 24A' 5. FILTER CLOTH-WILL BE PLACED OVER THE ENTIRE AREA PRIOR TO RAISINS OF STONE. SIX INCHES AND FOLDED. FILTER CLOTH COMPACTED 501L ' ELJEN GEOTEXTILE SAND FILTER (GSF) I INSTALLED IN SHALL BE EITHER FILTER X,MIRAFI IOOX, $ PIPE CROSSING 6. SURFACE WATER-ALL SURFACE WATER FLOWING OR DIVERTED TOWARD CON-GONSTRUGTION ENTRANCES SHALL BE PIPED TRENCH INSTALLATION X (8)25'-0"LONG TRENCHES -24'-0'(6517)+ ACROSS THE ENTRANCE.IF PIPIN615 IMPRACTICAL,A MOUNTABLE BERM WITH 5:1 5LOPE5 WILL BE PERMITTED. STABILINKA TRON,OR APPROVED EQUAL. EMBED FILTER CLOTH 1'-0'(b'SAND COLLAR 0 EA END) 6RADE =la' "t. MAINTENANCE-THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRAGKIN6 OR FLOWIN6 OF SEDIMENT 4. PREFABRICATED UNITS SHALL BE 6EOFA5, A MIN. OF b" IN GROUND. 4" I I NL I I ONTO PUBLIC RIGHTS-OF-HAY,ALL SEDIMENT SPILLED,DROPPED,WASHED OR TRAGTED ONTO PUBLIC RIGHTS-OF-WAY ML15T BE ENVIROFENGE,OR APPROVED EQUIVALENT. TOTAL 6SF PROVIDED = 48 MODULES(Iq2 L.Fj 0 REMOVED IMMEDIATELY. 5. MAINTENANCE SHALL BE PERFORMED AS PROPOSED 4"0 POOL COMPACT 8. WHEN WASHING 15 REQUIRED,IT SHALL BE DONE ON A AREA STABILIZED WITH STONE AND WHICH DRAINS INTO AN APPROVED NEEDED AND MATERIAL REMOVED WHEN \\ �\ \ �\ �\ % X BAGKWA511 LINE FILL SEDIMENT TRACTION DEVICE. B.D. EXGA�ATION ® EL. -1.14 \/\/\/\/\//\/\/��/ �/� / 9. PERIODIC INSPECTION AND NEEDED MAINTENANCE SHALL BE PROVIDED AFTER EACH "BUL6�"DEVELOP IN 11 SILT FENCE. SECTION VIEW TOP H_= 6.41' CR ���\ 5UITABLE - - - STOPPER OR COVER BOTTOM EL -658' U.S. DEPARTMENT OF AGRICULTURE STABILIZED U.S. DEPARTMENT OF A6RIGULTURE END PLUG TO GRADE - - - - NATURAL RESOURCES CONSERVATION SERVICE CONSTRUCTION NATURAL RESOURCES CONSERVATION SERVICE SILT : NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION FENCE GROUND WATER -2.32 PER TESTHOLE NEW YORK STATE 501L d WATER CONSERVATION COMMITTEE ENTRANCE NEW YORK STATE SOIL HATER CONSERVATION COMMITTEE COMPACT z NOTE= ADDITIONAL FILL ••ASTH l�WASTED GLEAN OUT SHALL BE , CONCRETE SAND RECIIIRED IN ��= PROVIDED IN = TOP EL.5.08 2 X OD FRAME STAKE • TESTHOLE INDICATES NON-RATEABLE SOIL PROP05ED 440 SANITARY PIPING LESS THAx IIo�PASSING A TYPICAL INTERIOR OF BLDG, FINISHED GRADE BETWEEN ELEVATIONS LIO AND-0,15. NI00 NEVE,AND LESS THAN .. THEREFORE THIS LEACHINO FIELD SHALL BE EXTERIOR %SEWER PIPE No HOUSE TROT BOTTOM EL= 4.15' 3� FABRIC-� 5%PA�IN6 A 0200 SIEVE b'MIN CONSTRUCTED MOTH: 300 ELBOW PERI 2015,P35HALL BE � COMPACT FILL b'H ■■■ A 4'DEEP MIN RATEABLE 501E(SP OR SOU, CLEANOUT � z 4'm DISTIL PIPE(SDR 351 BELOW PROPOSED 65F TRENCHES TO W/2 ROM5 OF PERFORATIONS BOTTOM OF EXCAVATED BED. N.T5. -C a AND 4 O'CLOCK - p � �/ z II II=1111=111 SII II � - y-;��,<• �. 4 -IIII_ITII-III_ a U TRENCH DETAIL ® POOL �AGKWASH ELECTRICAL SERVICE WITH GATE ?�\ �J Flow cJ TO SANITARY LINE GROSSING N 2' MIN MIN GABLE IN CONDUIT: FRAME 1111=1111-IIII-I M": ` "�� 420 TRAI�iPORT PIPE SDR 35 INTERNAL • :: ( ) b0 WYE TO SAN. SYS. NOT TO SCALE T.O. CONDUIT 200 AMP(2 CONDUIT MIN) -� ;o,; \;,,y> .�� NO PERFORAITONS BLDG PIPINGrn NATIVE �\\y, BURIED FABRIC, w m /, H.JEN iS60TEXTILE SAhb �t y�;;o,��, NOISTI�BED Sou �,\y FILTEK(65F)MODU E t«« CROSSING NOTES: 320 AMP Com" CONDUIT MIN) FOR GONTM)ATION, NOTES: PROPOSED GAS SERV. 400 AMP(4" CONDUIT,MIN) 3 � 0 'Fi'W x 481.6 x T DEEP AND SANITARYPROFILE, I.THE CRO561%OF STORM/POOL BACKWASH AND SANITARY LINES ELEV OF BOT. OF LINE WILL BE r Iiy r I.FOR CLEANOUT(5)LOCATE V IN TRAFFIC AREAS,PROVIDE WITH q SHOULD BE AVOIDED UNLESS PROVEN ABSOLUTELY NECESSARY. IN 4 rn THIS DH6 TRAFFIC BEARING FRAME AND COVER DETERMINED BY SIZE OF SERVICE �" CAP 2.FOR USE WITH BUILDING EXTENSIONS/GONNEGTIONS. SUCH CASES- COMMUNICATION J 3 AMIT) .SANITARY LINE SHALL BE LAID BELOW STORM/POOL BACKWASH UTILITY PROVIDER SUPPLIES (TV t TEL) 6 O m REQUIRED BEDDINS AND PROP05ED RHINO BOX LINE.AT LEAST E16HTEEN(18) INCHES SEPARATION SHALL BE �� `- GATHER EXGE% lV1 Q -` MAINTAINED BETWEEN THE TOP OF THE STORM LINE/POOL w SIDE HALL FILL POLYLOK 24"DISTRIBUTION BOX �� AT CORNERS ILD BACKWASH AND THE BOTTOM OF THE SANITARY LINE. � m b'MIN 4'-0■ b'DIS'ASTM G33 SAND 5�DETAIL,THIS DW6 B.JOINTS SHALL BE AT LEAST TEN FEET FROM THE POINT OF UTILITY TRENCH DETAIL �� lD LIJ Q ASTM�3 SW GR0551N6. NOT TO SCALE � X Z L- �METER 2.HHF-N LOCAL GONDITION5 PREVENT PLACEMENT OF THE STORM/POOL O 115E BOX COWONENT5: BACKWASH LINE ABOVE THE SANITARY LINE,THE FOLLOWING m O TYP. ELJEN GSF ABSORPTION FIELD DOMED COVER P/N 3008-RG ADDITIONAL GONDITION5 APPLY, MM Q Ln OA 6-4'L6 MODU.E5=24'-0'TL LEN6THI 2'TALL RISER PM 3008-GR 510E GUT OUT TO ACCEPT A.A VERTICAL SEPARATION OF AT LEAST E16HTEEN(18)INCHES SHALL Q = 00 TRENCH INSTALLATION DETAIL BE PROVIDED BETWEEN THE BOTTOM OF THE SANITARY LINE AND GONsrwlGTloN SPFrIFI .ATInNS I,J o0 3'TALL RISER P/N 3008-RP POLYLOK 5EAL PM.No"I THE TOP OF THE STORM/POOL BACKWASH LINE O 00 O 25'-0'OVERALL TRENCH LBN6TN (SEE SP--I FOR PM16N LAYOUT) be TALL RISER P/N 3008 TYP. 10 POSSIBLE PEGS. B.SANITARY LINE JOINTS SHALL BE AT LEAST TEN FEET FROM THE I.FILTER FABRIC SHALL HAVE AN E05 OF 40-85.BURLAP MAY BE USED FOR SHORT TERM APPLICATIONS. SCALE= NONE 12'TALL R15ER P/N 3008-RI2 POINT OF GR055ING. REINFORCED GONG. SLAB,b"Xb"XIO"WWM 2.GUT FABRIC FROM A CONTINUOUS ROLL TO ELIMINATE JOINTS. IF JOINTS ARE NEEDED THEY WILL BE OVERLAPPED TO llf = N G.SANITARY LINE SHALL BE GON5TRUGTED OF MATERIALS AND JOINTS NEXT STAKE' t./) r-I 4'ROTOFLOW EQUALIZER P/N 3050-4 THAT ARE EQUIVALENT TO WATER MAIN STANDARDS OF NSE CHAIRS) 3.STAKE MATERIALS WILL BE STANDARD 2' XV'WOOD OR EGUIVALENT. METAL WITH A MINIMUM LENGTH OF 3 FEET. rn ELJEN DESIGN NOTES: 2.2' CONSTRUCTION AND SHALL BE TESTED TO A55URE WATER 4.SPACE STAKES EVER-Y AROUND INLET 3 FEET APART AND DRIVE A MINIMUM 18 INCHES DEE'.SPANS 6REATER THAN 3 FEET w .. TIGHTNE55 PRIOR TO BAGKFILLIN6. ° MAY BE BRIDGED WITH THE USE OF WIRE MESH BEHIND THE FILTER FABRIC FOR SUPPORT. I.THI5 CE56M AND CONSTRUCTION REQUIREMENT COMPLIE5 WITH APPENDIX P14 1 q•FI_FN PROVIDED GEOTEXTILE COVER FABRIC SHALL PROVIDE 3.THE GROSSING OF STORM/POOL BACKWASH AND UTILITY LING x 'x ° ;x x _T x x f `� SHOULD 5 AVOIDED RM/P PROVEN ABSOLUTELY TEITY LIN Y IN 5.FABRIC,SHALL BE EMBEDDED I FOOT MINIMUM BE.OW 6ROUND AND BACKFILLED. IT SHALL BE SECURE_Y FASTEBNED TO THE r UJ 15-A AND LOCAL HEALTH DEPARTMENT REGULATIONS. PROPER TENSION AND ORIENTATION OF THE FABRIC AROUND THE STAKES AND FRAME. w 2.THI5 DE516N COMPLIES WITH AND MUST BE INSTALLED IN ACCORDANCE 51DE5 OF THE PERFORATED PIPE ON TOP OF THE 65F MODULES. I SUCH GASES: 6.A 2"X 4'WOOD FRAME SHALL BE COMPLETED AROUND THE CREST OF THE FABRIC FOR OVER FLOW STABILITY. f7 , WITH THE M05T CURRENT ELJEN N.Y.DESIGN AND INSTALLATION MANUAL. FABRIC SHOULD BE NEITHER TOO LOOSE,NOR TOO T16HT THE A. STORM/POOL BACKWASH LINE SHALL BE LAID 13ELOH UTILITY LINE.AT TYPICAL SLAB DETAIL ^ 3 THI5 SYSTEM 15 NOT DESIGNED FOR USE WITH A 6ARBA6E DISPOSAL. CORRECT TENSION OF THE COVER FABRIG 15 SET BY: LEAST EIGHTEEN(IS) INCHES SEPARATION SHALL BE MAINTAINED MAXIMUM DRAINAGE AREA I OGRE 4.THI5 SYSTEM 15 NOT DESIGNED FOR B)\GKWASH FROM A HATER SPREADING THE COVER FABRIC OVER THE TOP OF THE MODULE --r BETWEEN THE TOP OF THE UTILITY LINE AND THE BOTTOM OF THE AT POOL. EQUIPMENT ^ SOFTENER AND DOWN BOTH 51DE5 OF THE MODULE WITH THE COVER FABRIC, 'd: 6a �(�Q�4 STORM/POOL BAGKWA5H LINE. U.5. DEPARTMENT OF AGRICULTURE FILTER FABRIC �7 o C bCoJa e�o0a O SCALE: N.T.S. 5.ORGANIC MATERIAL THAT CAN RC�TRICT FLOW MUST BE REMOVED FOR TENTED OVER THE TOP OF THE PERFORATED DISTRIBUTION PIPE. _ �� � � F- B. STORM /POOL BACKWASH LINE JOINTS SHALL BE AT LEAST TEN FEET NATURAL RESOURCES CONSERVATION SERVICE �T RAISED BEDS.THE SOIL MUST BE SGAI2IFIED TO PROVIDE DEEP CHANNELS PLACE SHOVEL FULL OF SPECIFIED SAND DIRECTLY OVER THE - 4 O b b 4 O Q J FROM THE POINT OF GRO551NG. DROP 11 V LET PIPE AREA ALLOHIN6 THE COVER FABRIC TO FORM A MOSTLY f NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION FOR THE SAND. 1 PLOWED INTERFACE ON CONTOUR 15 REGOMMBIDED TO (� NEW YORK 5TATE 501L t WATER CONSERVATION COMMITTEE PROTECTION ENGINEER: PREPARE THE 501E FOR FILL PLAGEMI�NT. VERTICAL ORIENTATION ALONG THE SIDES OF THE PIPE.REPEAT tV �f b.SCARIFY ANY SMEARED SUBSOIL PRIOR TO FILL PLACEMENT THIS STEP MOVING DOWN THE PIPE. 1.FILL MATERIAL SHALL MEET OR EXCEED STATE OF N.Y.CODE 10.SAGKFILL MATERIAL SHALL BE GLEAN WITH NO ROOTS OR STONES REQUIREMENTS ALL FILL MATERIAL SHALL BE GLEAN BANK RUN'SAND, LARGER THAN 2"IN ANY DIMENSION TO A MIN DEPTH OF 8"OVER FR.ONT/51DE VIEW CiO� N Y FREE OF TOPSOIL,HUMUS,AND "DRED61146"DIRECTLY BENEATH THE 65F THE 65F MODULES AND FINAL COVER FOR VEGETATION OF 4"TO p (� �P� T. SYSTEM. b"OF GLEAN LOAM 8.ASTM 633 SPECIFIED SAND WITH LESS THAN 10%PAS5IN6 A 0100 51EVE 11.ANY SYSTEM WHICH 15 MORE THAN 18"BELOW FINISH GRADE 65 NATIVE PLANTING SPEGIFIGATION5 AND I F55 THAN 5%PA551NG A 0200 SIEVE SHALL BE PLACE BELOW AND MEA5URED FROM THE TOP OF THE MODULE SHALL BE VENTED. RHINO BOX DETAIL NOTE TO CONTRACTOR: PROP05ED (u o v .�� - AROUND THE 65F MODULES,WITH b"MIN UNDERNEATH AND b"MIN a�e�g4o�o 3' MIN SEPARATION MUST BE MAINTAINED FROM EA. DRIVE 3 • 8 BEDRM DWLG I- � I LU SURROUNDING THE 65F MODULE5 IN TR.ENGH GONFIeURATIONS. IN BED „ COMMON NAME 5GIENTIFIC NAME PLANTING 5PE65 4-6/8 �±- SYSTEMS,USE b"MIN UNDERNEATH THE MODULES WITH 12"MIN BE-KEEN POLYLOK 24 DI5TRIBUTION BOX TO SANITARY COMPONENT (FOR PROTECTION OF FIN FL. EL. 12.0' C) Z MODULE ROWS AND 12"MIN AROUND THE PERIMETER OF THE MOCULES. PART No.3011-24 COMPONENT FROM VEHICULAR DAMAGE) I Cn PLANT OVER/ADJACENT TO PROPOSED SANITARY SYSTEM IN UPLAND AREAS Z MATERIAL-HDPE (REQUIRED OVER LEACHING FIELDS FOR PROPER FUNCTION) • IF SEPARATION 15 NOT MAINTAINED A BARRIER(CURB OR 4' SEPERATION SHOWN �'�� /31 'G ' NONE ■: FENCE) MUST BE PROVIDED. `l i :�� �� www.dignetnycli.Com AMERICAN BEACH GRASS AMMOPHILA BREVILI6ULATA 2 PLUFI.�;PLANT IS O.G. , �_ ., ��/-1 -I­­-,' J or COASTAL PANIC GRA55 PANIGIM AMARUM IN 5TAGGERED ROWS 3 MIN www.call811•com Q ¢ yq 800-212-��80 811 (for other states) 5WITGH6RAS5 PANIGUM VIR6AlUM La ( JEFF EYT"�UTLER,P.E. IF A R15ER COVER WEI6H5 LE55 THAN 60 LB5 A 1 g Bylaw,excavators and contractors worF:ing in the five For safety reasons,homeowners are strongly 5EGONDARY 5AFETY LID OF DEVICE 5HALL BE PROVIDED. I PROP. GRADE AT DWLG Q = EXT. WALL = EL.-1A' boroughs of New York City and Nassau and Suffolk Counties encouraged to call as well when planning any type of ~I ' ` on Long Island must contact DigNet,1-800-272-4480 or 811,at digging on their property.Homeowners can contact TAPER PROPOSED FILL O I (EL.bb8 MIN) least 48 hours but no more than 10 workinq days(excluding us directly at 1-800-272-4480 or by calling 811,the DOWN TO NATURAL 6RADE PROVIDE COVERS: I I I ��i weekends and legal holidays)prior to beginning any national call before you dig number.For excavation 4"1P SDR 35 FORT PIPE, FROM AG TO DB, WHEN REQUIRED TO BE SET AT FINISHED GRADE U5F• 1 1 F EX. 6RD 6 DWL6 = 2E PVC � Z (- mechanized digging or excavation work to ensure underground work completed on personal property,it is the 4 � SDR 35 TRANSPORT PIPE,ND PERFORATIONS (SLOPE 3:1 MAXJ :' • THERMOPLASTIC COVERS - LOGKIN6 WATERTI6HT I O I I p VENT PIPE �( W O lines are marked.Excavators and contractors can also submit contractor's responsibility-NOT the homeowner's-to DB TO GSF LATERALS, 1833 LIN FT (WORSE CASE), 16.42 LIN. Ff.MIN. SLOPE =Yb /LIN FT = = o I EL. fb.0' locate requests online,through ITIC.If you do not currently use contact DigNet.Having utility lines marked prior to 16.42' L6 x)b" = 2.05" = 0.11' MIN SLOPE INSEGT-PROOF, FLAT,SKID PROOF, BE APPROVED I ¢ . z ' CONNECT TO ITIC,please call 1-800-524-7603 for more information. digging is free of charge. MINIMUM SLOPE =YB /LIN FT MAINTAIN 6RADE FOR SEWA6E USE 4 HAVE UV PROTEGTION ( LL U I G O. HOUSE STACK O 5 BEYOND PROPOSED ATU j I I--( 18.33' L6 xYa" = 2.2Q" = O.Iq' MIN SLOPE I�1 z • I o , (8) LATERALS,TRENCH LENGTH = t25'-0" PROPOSED GRADE OVER ETU ® EL. 611' I I 1 1 i i i i Fes- 1 1 1 1 1 1 1 OP ', , � '� / K � � / ,/ / i n , �i I I I I I (PROVIDE REQb 4 50% EXP. SYS FOR INITIAL INSTALLATION) I I I I fl- I NATIVE I I I v I I w o POLYLOK RHINO D.P. I I I I I I I I I I I I I I I I ( I I I I I I I I I I I I I I I III I I I I FILL I I I :fl „ I I NATIVE FILL I I I I I I I I I I I I I I I I I I I I I I + I I I I I I I I I I• I I I I V >, 1 b MODULES® 4 LG EA = 24-0 W/RISER AS REQb I I I I I I I I I I I I I I FX. GRAD) ® EL. _6.0' I I I z - 1 1 1 1�I I 1 I c l < W PROP. GRD 0 R 55' I I 1 I I 1 11 1 I 1 I I ' �. I 1-- J \ I 1, I QLU Z GRADE® 5.0' IN / I -_________________ I II Q�------ ` Z l� W EXISTING/PROPOSED EL. OVER AB50RPTION FIELD y / 1 i I 1 I I I LI W } I 1 I I I LIZ, I I I I I I I 11 1 1 1 I 1 1 1 1 1 1 1 1 1 1 I I i i i III II I I I � I I Q '6 O = FILL(COARSE SAFID) I I . , I N z T.O. DISTRIBUTION PIPE EL. 4.21' 1 I II FdOW 11� II I 4 SDR 35 XPORT PIPE, � � O - = I I I�. .�I II :. , % , DWL6 TO PRETANK, 13.5 LIN. FT. O.INY® DWL6. w J O T.O. ELJEN 65F MODULE @ EL. 3f14 I.E. ® DP 1 • 11J EL. 43 I I III III II I LE. PT. MIN. SLOPE =y4" /LIN FT NATIVE - EL. 485 �/ O V_ - O.INV. 6 A.G. I II II I r . _ . _ EL EN 65F MODULE (TYP OF 6) I.E. 0 MODULE 8.0.DB I I ` I 1 = EL. 451 136 LG x Y4 - 338 - UNDISTURBED ~ u- -� _ = EL. 3A EL.3B3 = EL. 4.41' ;: 0.28 MIN SLOPE 501L I �"� u" I B.O. ELJEN GSF MODULE a EL. 3 36 - I I •,-- �-. II 11 HM�®AMON All }- LL LL- r'�i�.�T.\'T \\'T\\ r\C C�\\�T\C r\'e7 \\'T\\ 'T\�r�r�B.O. TRENCH ®EL. 2.&b. '� \ OJNV. = EL. 4.13' O. I I \ \\ . . \ -- // NATIVE501L // / / r/ // �� � � � � / / / / / / 4'SDR 35 DISTRIBUTION PIPE \/\/\/\/ /��� ! i 1 w a- O \\ \\ TYPE 5P OR 5W.\� \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \ \ \ \ \ \\ �, \ II r r > . : \/\/\/\/\/\/ /\/\/\/\/\/\i PERFORATED WITH ' HOLES AT /\/\/\/ / Q �, I I SEE PROPOSED BUOYANCY ANCHORING AND i, - - o. Z LL RETURNED %// // // // // // // //\/j /j\/j\//� //\//\//\� \: NATIVE I I I I 'HYDRO-ACTION ANI100 BUOYANCY GALL: DWG 5PI \\ \ \� \\ \\ \\ \\ \\ \\ \\ \ \\ \ \ \ 8 AND 4 OCL.00K 0NSTALL LEVEU.\ \\ \\ i 4� �� �\ NATIVE I I \ POST EXCAVATION./\ \ \ \ \/\/ \ \ \ \ \ \/ o,/ UNDISTURBED ( ) H / / // //.// // // // /�. /�. /.. /.. /� Z ,, I I FOR PROPOSED HELICAL PILES TO COUNTER BUOYANCY \\/ /\/\�\/ 11, -TD.w'sra'SOIL RIBByO�N�\/\\/\\/\� Q 501E UNDISTURBED I I I I 1 , Z US g 501E i I �I� UNSUITABLE SOILS SHALL BE REMOVED AND I I I I II I 1 I I PT �` , �\\ \ •. ''\;,`�� m z EXISTING RIBBON OF SM'501E REPLACE UNSUITABLE SOIL W/TYPE I I ; II I m TO BE REMOVED SP OR 5W PER ASTM STANDARDS Q Q REPLACED W/5AND t GRAVEL AGGEPTABLE I I I PRETREATMENT O 9, O III 1 l J I I TO THE 5GDH5 BELOW THE PROPOSED I I II I TANK ,a 1.1 5 ) �02� / I I` '\ 'I LEACHING FIELD. THIS WILL ELIMINATE THE I \/\\\/\\\/\\\/\\\f\\` /\\\/\\\/i\\\/\\\/\\\/\\`\N,\�8\�B.O. \�\\,\\e ;\\\//\\\/\\`/\\\/ /\�` ,\\ BA�1D OF UNAGGEPTABLE 501E BETWEEN " AE�,T10N B.D. TANK EL. -�53' PROPOSED SANITARY RISER DIAGRAM \ \/\���\/��\\/\\�/\\�/\\�/\\/��\\���\��\//\/ ELEVATIONS 1.18 AND -0.18. 11-IE COLLAR I I I PAGE: WILL EXTEND DOWN INTO A MIN. 4' STRATA OF I I II CHAMBER INNOVATIVE/ALTERNATIVE ON-SITE WASTEWATER TREATMENT SYSTEM B.O.LEAGHIN5 BED 6 EL. -1.14' B.O. EXCAVATION 0 R . -1.14' ACCEPTABLE SAND GRAVEL (SP OR SW BY I HIGH GROUNDWATER CONDITION \\\�\\\�\\ \//\\ A5TM STANDARDS) SCALE= NONE GROUND WATER EL. -2.32' PER TEST HOLE B.O. CHAMBER® EL. -2.15' 6ROUN0 WATER EL. -2.32' PER TEST HOLE HIGHEST EXPECTED 6ROUND WATER EL. 0.86' IRREGULAR SHAPED SANITARY LEACHING EKED 62' LG x 34'-46' WIDE(+/-, REF.) HIGHEST EXPECTED GROUND WATER EL. 086' 5GOH5 REF. No. R-20-0424 5.68 V.F. OF RATEABLE 501E PER TESTHOLE (SW @ EL. -282') of 4 CAST IRON FRAME AND COVER TO GRADE CAMPBELL SEPARATION 015TANGE REQUIREMENT5 FOR 1182 G OR APPROVED EQUAI. INSTALL DIVERSION GH 6 180 HD GULTEG CHAMBER 2 GOURD CONCRETE TES (TYPICAL) IN BED /TRENCH ARRANGEMENT o 5TORMWATER LEAGHINC 5TRUGTURE5 AND /-�rK OR C (INCREASED STONE APPLICATION) ------ GULTEG NO.410 FILTER FABRIC cv n FINAL GRADE l0' PIPING (RE51 DENTIAL): �, ----_- "� PROPOSED TYPICAL,U.O.N `�: Z MIN. 6.rHK GONG�� HORIZONTAL SEPARATION DISTANCES FOR STORM PLAN VIEW FLUSH INLET _ DRAINAGE_ LEACHING POOLS: 2'-0" GRAVEL PARKING str�ctu�H,►,sua (OPEN GRATE) AREA 4 DRVWY \\/\\i\ \\ \; i\\ 6t6WylF \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ ® ® l� / / / / / / / / TYPG / r / / / 4 PIPE DIA.MIN. , I AL U.O.N / .. � I - / / r / / rrr / rr / / / / / / / / 1%HIM.(A5 REQUIRED) � I� ® I� PROPERTY LINE 5 MINIMUM (OR APP�D E� \ \ \ \ \ \�\�\�\�\�\\!�\!�� \. . . .. ` .. ' = / _ PIPE OPEtdINfi _ \i / \�/i;ri. `- .�.' �`i GYILTEA611IL` ER+ + ' �� _� ® ® ® ® BUILDINGS WITH CELLAR = 10 MINIMUM _ REB - � Aft a I 1. I TO 511 T Q IN. - 0 0 3 MIN. 3 M ° \ INIMUM r \ \ AB 5M rrr / BUI IN65 ON SL 3x3 x3 h \ \ \ I Em \ , FOR GONNEGTION DR35• •PIN.FLAT.OR•..•.. I� © ® ® ® = m z %/,/,/ , SLOPE TOWARD GULTEG WATER SERVICE LINE%LATERALS/r1AIN5 10 MINIMUM _ \r\i PRECAST PE• TO PROPOSED HOPE PI I \ \i \ C / \ \ rRUGTUREs WITH / \ \ WRAP s II \ r I 5 M N MUM GATGH B TI ITIES ASIN ROUND U UNDERG L YSTBdS �� `� : GU TEG SD.5 .\ \ I L ROOF LOR COPW I I� ® ® FIL713R FABRIC QJSE 6EO1LX SEPTIC TANK = 20' MINIMUM O �///r�/ \/ii`\rr i\�/`\/ �r \\r/\\rr\\rr\rte:: 'PROP. PIPE TRENCH SEE�DTL�/� 1 USE: 4'�MIN I �� ® ® ® ® I SANITARY \ \ (TYPIGAI� \ \/\ \ \ /\ \ \,\,� ( 'j 351,BY PR0PEX) SANITARY LEACHIN6 POOL = 20' MINIMUM SECTION m ,��\ \ri�r\ri\/i ��v\` \</\r\\ ` ::':::':•:;:.;:: /iii PAR6E INSIDE AND OUTSIDE �� i / /�✓� ✓i��ivivi;:.;.,..;,.;:: ;::::'a ::. r\�; z PUMP STATION = 20 MINIMUM TYPE II CONCRETE 4 P51 g 10-O DIA. NON�A�ABLL MANHOLE - 20 MINIMUM \ \ \ \ \ Q c� 501E PRIVATE WELLS = 50 MINIMUM �� ON 41' �i\` 3-0 ::;:::: ':;::::•:.::.j\\j �1 4 3-0 4 END WTR RETAINING WALLS = 10 MINIMUM � _ >��, \\\\\\\\\\\\� 1...........:.:.:.::..:.:.:..:..:.:.:.:...•.�:�::••.�:�•.�::•:�•...._::.::.:.��\\, FUEL STORAGE TANKS (BELOW GROUND) - 20 MINIMUM 3-8 'COLLAR MATERIAL 60 HORIZONTAL SEPARATION DISTANCES FOR STORM M(PENETRATION)/ . '%/`�i`�i`ri`�i`ii`�i`ii\ri`/i`yr`�i`ii`/i�\�\fir ,' /�✓,\�!\\!�\��y\\\!i. � ��i� i,��y\/,\\r RATEABLE 501E DRAINAC-'F NON-LEACHING STRUGTURFS ``� ` `\` ' '/�i�%''�/ !A} ° - V WATER 5ERVIGE LINE5/_ATERAL5/MAIN5 = 5' MINIMUM t t ° p LINDERLYINc3 SAhID AND GRAVEL. STRATA UNDERGROUND UTILITIES = 5' MINIMUM 3 x 3 x 3 HIGH 1 A . 1 TYPICAL CROSS SECTION GROUND WATER @ EL. -2.32' `V VERTICAL SEPARATION DI5TANGE5 FOR STORM STANDARD CATCH BASIN ° `� ala o CATCH BASIN SUMP CONNECTION DRAINAGE LINES: WATER SERVICE LINES = 18' MINIMUM I �I TO CULTEC RETENTION SYSTEM 8 1.DOLLAR DEPTH IS NOT REQUIRED WiEN RATEABLE MATERIAL EX15TS FOR FULL DEPTH. SANITARY WASTE LINES = 18" MINIMUMNOTES: I- ° ° I. CONCRETE STRENGTH TO BE 4000 PSI 6 28 DAYS. •4 BARS A ° f t+1 PLAN - 1 NOT TO SCALE 2. COLLAR MATERIAL SHALL 5 GLEAN GRAVEL ONLY. 2 WELDED WIRE MESH ASTM A185 3'O.GP W T �S OP SLAB RECHARGER 180 HD GULTEG CHAMBER 3.ALL DRAINAGE STRUCTURES MUST BE WRAPPED WITH FILTER FABRIC. 3 REBAR A5TM A615 GRADE 60 �° - _„_ - --P `t 4. U5E 15"DIA CORRIGUGATED HIGH DENSITY POLYETHYLENE(HDPE) HEAVY DUTY PIPE FOR TRIBUTARY I: (TL.AREA: 634 SF) 4.ALL PRECAST NGRETE INTERCONNECTION MUST MEET AGI CODE AND CHAMBER DIMENSIONS: 36'w x l33'Ig x 20Sh INTCONNEGTION OF ON-5117^STORM WATER LEACHING POOLS 5 A.HDPE PIPE 5PECIFICATIO14(AA5WO M-294) .ALL STRUCTURES MUST BE MANUUFAGTURED AT AN AGI CERTIFIED PLANT,POOL STORAGE CALCULATION: CHAMBER INSTALL LENGTH: 633'19B. INSTALLATION OF HDPE SPECIFICATION(ASTM 0-2321) DEDICATED T0: A COPY OF CERTIFICATION MUST BE ON FILE WITH THE TOWN. 4 3-0, TRENCH/BED SIZE: G.WATER-T16HT JOINT TESTING SPECIFICATION(ASTM 0-3212) 5WIMMIN6 POOL DRAINAGE 5TORA6E AREA4" 12" MIN PERIMETER AROUND BEDS GULTEG 410 FILTER FABRIC, 3'-8" 6" MIN SEPARATION® SIDES OF CHAMBERS POOL D.6ASKEr SPEGIFIGA11oN(ASTM F-477) 14A'x45b5'POOL,DEPTH = 5' 0" SEPARATION® ENDS OF CHAMBERS ' - 2" WASHED, CRUSHED STONE POOL VOLUME = 3,196 GU.FT.(23,902 GAL) TYPICAL STORM HATER (52) AND POOL 23,x02 6AL x 0.05% = 1,1918" MIN BELOW CHAMBER5 6AL. (160 CU.FT.) 9" MIN ABOVE CHAMBER 85% COMPACTED FILL 1366KH65H (PBLP) LEACHING POOL DETAIL TOTAL VOLUME RECIUIRED = 1,195 GAL.(160 GUPTJ (FOR H16H 6ROUND WATER) USE 0) 10'DIA x 30H PRECAST LEACHING POOL STORM DRAINAGE CALC.: TRIBUTARY II: ht AREA: 062 SF) FIN15HED GRADE® EL. f5.0 (TYPICAL) VOLUME = AREA x RAINFALL x COEFFICIENT RUNOFF AREAS: (PROP.CHAMBERS LOG'D IN LNDSGP AREAS) NOT To SCALE TOTAL VOLUME REQUIRED: IbO GU.FT. (1,195 GAL) = 24" NOTES(TYPICAL): RAINFALL= 2.0' = 0.167' DWELLING 3,287 5Q.FT. TOTAL VOLUME PROVIDED: 205 GU.FT. (1,535 6ALJ f' :: m � G I. MATERIALS: CONFORMS TO A5TM COEFFICIENT OF t9RAVEL-DRIVE AND PARKING= IA ENTRY COURTYARD 580 SOFT. COEFFICIENT OF ROOF AREA = ID RAISED ENTRY PATIO t STEPS 340 SQFT. - z //`ir\/,/\/,/\/,/\/,r\/, - - r\r\/\, i\j/\ . i A4b GLA%305 OR 356 \ \\\\\\\\\\\\\\\\\ /\r\�i\\�, r\\i\ Y WELL APPLICATION: MASONRY TERRACE t STEPS 2 355 SOFT. SPEGIFIGAT10N5 ; ` U56 PRECAST NON-LEACHWS/DRAINAGE STRUCTURES! T L RUNOFF AREA 6,562 5QFT.. EL i i - - - - / >/�r�r /\\i " LOAD RATING: FOR AASHTO d HS \\ i\\\\r\ :..:: \\ INCREASED STONE:OPTION, a 20 3k3 x3 H PREGA5T GATGH BASIN ✓/j�//`�/,`�/,`�/j�/ :`/jam//j//,`'i\i,/i0 FLU512'ADDITIONAL BASE 20-44 H16HWAY LOADING .. CALCULATION: \ \ \ \\\ \\ arti; W/FLUSH INLET A x 0.161 = 1,09585 GUFT. /v/�/�/�' ::•:.\\/,\/, ' ' , MATERIAL 662 S.F.x I �� CAMPBELL FOUNDRY OR �, CU-TEC CHAMBER MODEL: 1L VOLUME REQUIRED = 1,096 Gl1.FT. /✓�//�\//v/�/ /�'/`i� , m STOR VOL./CHAMBER 34 OR 36 APPROVED EGiUAL RECHARGER 18OHD STORMWATER CHAMBEiR VARIES PER GONFI6URATION U 2.CASTING MUST MATCH PRECAST ,\\,\\,\\, \\\\ti 5. STONE REOV/CHAMBER: GHANBER OA.SIZE: 133LG x 3b W x 205 H USE PRECAST COMPONENTS - : '/ / /': •. // /'/ OPENING INSTALLED LENGTH: 6.33'L6 _`r EL. 2 38 \\��\\/\\\'�::' ���\\� VARIES PER CONFIGURATION PLAN SEGTI ON !21 35c3'x3 CATCH BASINS W/FLUSH INLETS m \, :.:.:..:..•..:.:..::•:::..:..:•.:. �''';� 3. 2 INCHES OF CASTING MUST STOR VOL.BASED ON INGREA582 STONE APPLICATION: (NON-LEACHING STRUCTURES) /\\//��/,,.;::.: ::;::.::,::: :•: '::.:::•::•:•::::::': :;::;;.;._::.:. :: ;, m RE5T ON GONGRETE PRECAST. STOR.VOL.15 BASED ON INSTALLED LENGTH. '/i//j//::::::::;:::::;;:•:. :....TT ? •;:'•;: :•:•;;;•:; ::.;::.:; // / w O L.I. PRECAST Model No. 5020-B USE PRECAST AND GULTEG COMPONENTS- /:;::::;::;::::: :.:. ': ::•.:•::::•::•::..:::•;;•.:•::.. !•:;::.i� m tri\\r:.•::.:::• "SA 00 00 HEAVY DUTY FRAME AND GRATE BED GONF16uRATION INCLUDES- BED LOCATED AT WEST SIDE OF DWELLING: \�,;�: x. p:•::::::: :::.::: �;p*:::: :� :: :••.::.••. • i'.:::: \ r • 6 STONE ABOVE GROWN, (T)CHAMBERS IN IRRE6ULAR SHAPED BED EL. 0 88 / : : . B.O. BED EL. OBS ISN • 'STONE FOUNDATION, CONNECT TO ROOF DRAINAGE SYSTEM ;: • b"SEPARATION BETWEEN CHAMBERS(LONE SIDE), •• SEE ARCHITECT FOR CONNECTION LOCATION �� UNSUIVBLI� / � O • CONNECT TO CATCH BASIN PER DETAIL 1 \\/ / 1 EL,' DI • O SEPARATION BETWEEN CHAMBERS(SHORT 51DE1 AND EL. O.O y\ // �� • 12' STONE PERIMETER SURROUNDING CHAMBERSVOUJNIE PROVIDED: 410 GUFT. (TYPICAL OF ALL BEDS). �\r /l�//r�\!;\\/i\\ii\ri\ri,i;li�ri�%;;!i<% ,r�i�\� moi,\�i m � X �, ,\��\i,�\,' ✓i i ' ,\ ILD w BED LOCATED AT EAST SIDE OF DWELLING: �,'�,;' r, X z � CHAMBER VOL: *2.11 CUFT. ••• (II)CHAMBER5 IN IRREGULAR SHAPED BED F-� • VOLUME/CHAMBER VARIES BAS®ON BED LAYOUT CONNECT TO ROOF DRAINAGE SYSTEM 5'-0" OR FULL WIDTH OF BED Mme/ m O STONE VOID CALCULATED AT 40SK `. ARCHITECT FOR CONNECTION LOCATION z M O = � = 24" • • CONNECT TO CATCH BASIN PER DETAIL �•L.� NOTES (TYPIGAL): VOLUME PROVIDED: 648 GUFT. w 00 INSTALL PER MANUFACTURES REQl11REMENTS GULTEG NO. 4101 FILTER FABRIC O I.MA ALS: CONFORM5 TO SEE DETAILS AND GENERAL NOTES,THIS DW6 TOP (MANDATORY), 51DE5 AND BOTTOM N O O A5TM A48 CLA55 306 OR TOTAL CHAMBERS PROVIDED = 18 PG5 = N TOTAL STORA6E VOL. PROVIDED = I,IIS CU.FT. 4� ;: y,• = 2O„ 35B SPECIFICATIONS �..� V) r-1 LOAD RATING: FOR AA5HTO # GENERAL NOTES m f' 3b" H520. CAMPBELL FOUNDRY CULTEC,180 HD by CU_T ,Inc.oP Brookfield,GT. hw w OR APPROVED EQUAL All argerm ISO HD chambers must be Installed In accordance with all applicable local,state and Federal regulations. GROUND WATER ^ LU 5E61I0N 2.CASTING MUST MATCH ReFer to manufacturer,CULTEC,IWWs recommended installation guldelhes. ® EL. -2.32' PLAN PRECAST OPENING 3.2 INCHES OF CASTIN6 MUST L.I. PRECAST Model No. 4001-B RE5T ON CONGRETE PRECAST. ti TYPICAL CROSS SECTION HEAVY DUTY FRAME AND COVER RECHARGER 180 HD CULTEC CHAMBER SYSTEM ENGINEER: INCREASED STONE APPLICATION ��of 0/)_ PROPOSED W/ ADDITIONAL BEDDING �P T. ;� o� NOT TO SCALE w m zwww.dignetnycli.com � or ZN rf PVAI Y(Xl CI1Y www.ca11811.com INSTALLATION REQUIREMENTS FOR WATER SERVICES �o O' 3 3 yq Not ,CPZA (for other states) A) �� 800-212-44801811 (TAKEN FROM SUFFOLK COUNTY WATER AUTHORITY,APPENDIX 3) JE of - 0 LER,P E. INSTALLATION OF 5F_RAoES-SUBN151 D0N5 INSTALL PIPING 41/2'DP FROM THE HOUSE TO THE EXI5TTN6 STUB VAULT(TIE IN AT AUTHORITYS COPPER TAIL) nBylaw,excavators and contractors working in For safety reasons,homeowners are strongly INSTALLATION OF SERVICES-EXISTING STREET t WATER MAIN the five boroughs of New York City and Nassau encouraged to call as well when planning any I. INSTALL A MIN I"11)SERVICE LINE ON THE PROPERTY,41/2 FT DP FROM BLDG TO THE PROP.LINE , ---I and Suffolk Counties on Long Island must type of digging on their property. 2. LEAVE A I RISER ABOVE THE GROUND LEVEL AT THE PROPERTY LINE WITH THE END CRIMPED. �/ O contact DigNet,1-800-272-4480 or 811,at least Homeowners can contact us directly at 3. SERV.LINE NEA50RR-1ENT5 FORM MUST BE COMPLETED d 50MITTED AT TIME OF INSPECTION. c z = 48 hours but no more than 10 working days 1-800-272-4480 or by calling 811,the MEA5URE-MNT5 ARE TAKEN I"TWO 0 NEAREST CORNERS OF THE BLDG TO THE END OF YOUR PIPE Q F- (excluding weekends and legal holidays)prior national call before you dig number.For AT THE PROP.LINE. SERV.LINE MEASUREMENT FORMS ARE AVAILABLE AT THE NEW SERV.DEPT. W to beginning any mechanized digging or excavation work completed on personal 4. THE END OF THE PIPE AT THE PROPERTY LINE SHOULD BE 10 FT AWAY FROM ANY OB5TRUCTION SUCH A5 C) EU excavation work to ensure underground lines property,it is the contractor's TREES,TTHONE POLES,CATCH BASINS,OR DRIVEWAYS AND SHOD P BE AT A LOCATION V� Iv are marked.Excavators and contractors can responsibility--NOT the homeowner's--to APPROXIMATELY OPPOSITE THE POINT OF ENTRY INTO THE BUILDING. also submit locate requests online,through contact r to di.Having utility fines marked 5. A VALVE MUST BE INSTALLED WHERE THE PIPE FIRST ENTER5 THE BUILDING. = O ITIC.1 you 5 not currently use ITIC,please prior to digging is free of charge. 6, p�OTHER UNDERGROUND UTILITIES MUST MAINTAIN A 10 FOOT CLEARANCE FROM WATER SERV.. N 0 O call 1-800-524-7603 for more information. INSTALLATION OF SERVICES-EXISTING STREIET5TUE15 z I. INSTALL PIPE 45 FT DP FROM DWL6 TO THE EXISTING STUB VAULT(TIE IN AT AUTHORITY'S COPPER TAIL) 2. A VALVE MUST BE IN5TALL62 KERS THE PIPE FIRST ENTER5 THE BUILDING. F+I SPEGIFIGATION5 I Q N ~ tLl I. TYPE'K'SOFT COPPER TUBING,MN.SIZE V INSIDE DIAMETER O ` W LU b 2. CUSTOMERS VALVE: FINISHED GRADE A VALVE MUST BE INSTALLED WHERE THE PIPE FIRST EINTER5 THE BUILDING. 1 �/ W I iii-Ti-i I_ITI- =777 I 1=1 _11I 3. PLASTIC,PIPE SPECIFICATIONS:A. PIPE MANUFACTURED AND DE516NED FOR USE IN POTABLE WATER SYSTEMS GAN BE � I � w } INSTALLED FROM THE BUILDING TO WA 20'FROM THE PROPERTY LINE THE LAST 20'TO THE 6 NOTE: 5'TYP.FROM PROPERTY LINE MUST BE'K'SOFT COPPER TUBING. H O ALL WATER LINE5 5HALL BE BLDG. UNLE55 B. PIPE SHOULD BE RATED TO WITH5TAND WORKING PRE5511TRE OF 200 P.S.I.(W/BUR5TIN6 Z Z O PRESSURE RATED o LEAST 2x THE WORKING PRsSuRFj _ 4'-6' BELOW GRADE. OTHERWISE DIRECTED. G. PIPING REQUIRING JOINTS IN WHICH A CHEMICAL SOLVENT 15 UTILIZED 15 NOT ACCEPTABLE. W � Q O (BRASS 601IPLIN65 ARE REQUHREOJ W_ 1f1 U_ O N WATER SERVICE D. ID'of COPPER 15 REGO FROM INSIDE THE BUILDIN6 TO THE START OF THE PLASTIC PIPE. � � � I ADJUSTABLE CURB BOX SERVICE LINE INSPECTION PROCH)URE5 F- 0 �0 ��BIN6HAM rR TAYLOR FIG. 1• Gam-THE NEW`SCE DEPT.TO REaK-5T AN INSPECTION WHEN YOUR WORK 15 COMPLETED.(ow � Q � � � O N DETAIL MINE%DAY ADVANCE?NOTICE 15 REQUIRED.) �n NO.COMPLETE BUFFALO TYPE, 2 SOMEONE MUST BE PRESENT ON THE DAY OF INSPECTION. L) 111 6" O COMPLETE E 3. IF REINSPECTION 15 NEGE55ARY,A$25,00 FEE MUST BE PAID PRIOR TO TTS REIN5PEGTION. z LL • APPROVED EQUAL. 4• LEAVE THE TRENCH OPEN.PONT BACKFILL T14E TRENCH UNTIL OUR INSPECTOR HAS APPROVED THE O SERV.LINE. O CURB STOP MUELLER 5. IF THE SERV.LINE INSPECTION PA55E5,THE E.O.THE PIPE BY THE CURB WILL BE PAINTED BLUE. IF (Y1 p SERV.IN5PECTION FAILS,THE E.O.THE 5BZV.WILL BE PAINTED RID. a m z Q PROPOSED I" WATER SERVICE H-15204 OF APPROVED 6. PLEASE DO NOT GALL OUR OFFICE UNTIL 4.30 P.M.IF YOUR INSPECTION FAILS. (COPPER PIPE). EQUAL. 1. NOOTHER H UTILITIES(E.6.6A5,ELECTRIC,GABLE TV,ETC)SHALL BE BURIED IN WATER 5ERV.TR Q METER SETS AFTER ALL OF THE ABOVE HAS BEEN COMPLETED,GALL THE NEW SERV.DEPT.TO HAVE THE PAGE. METER SET.WE MUST HAVE THE HOUSE NUMBER BEETE =ORE THE MR GAN BESET. / TAP LETTERS CORPORATION STOP MUELLER TAP LETTERS CAN BE REQUESTED AFTER ALL FEE5 HAVE BEEN PAID,WATER SERV.HAS BEEN H-15000 OR APPROVED EQUAL ESTABLISHED AND THE METER HAS BEEN SET. / WITH APAG FULL BODY SUPPORT INSERT SERVICE SADDLE/ 107. 1' SERVICE TO PROP05ED OWELLIN6 JU?I 1 £? 25,110 EXISTING WATER MAIN NOTICE. IF IN5TALLIN6 5EPARATE HOT WATER HEATERS,SEPARATE EXPANSION TANKS SHOULD BE INSTALLED. 5WIT6HIN6 SERV. TO SP4 HOMEOWNER -- THE BUILDER CAN BRING IN A 516NED APPLICATION(ARD SIGNED BY THE BUYER,BUT IT MUST BE FILLED OUT COMPLETELY IN6LUDIN6 SOCIAL SECURITY NUMBER,DRIVER LIGEN5E ID NUMBER,CURRENT MAILING ADDRESS,AND CONTACT PHONE NUMBER. IT 15 RECOMMENDED THAT THE BUILDER ESTABLISH THE A((OUNT AND GALL FOR A 1)I5(ONNECTION OF SERV.,ALL-OWING THE BUYER ONE 1NEEK TO ESTABLISH SERV IN HIS/HER NAME of 4 Town Hall Annex GlennGoldsmith, J1tDomin �y � COGy� iy! 54375 Route 25 John M. Bredemeyer IIIN P.O.Box 1179 A.Nicholas Krupski Southold,NY 11971 Greg Williams Telephone(631)765-1892 Fax(631)765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD Date/Time: 9/I1/P.02® Completed in field by: Idsr" J- CH. 275-3 - SETBACKS WETLAND BOUNDARY: Actual Footage or OK=� Setback Waiver Required 1. Residence: 100 feet 2. Driveway: 50 feet 3. Sanitary Leaching Pool (cesspool): 100 feet 4. Septic Tank: 75 feet 5. Swimming Pool and related structures: 50 feet 6. Landscaping or gardening: 50 feet 7. Placement of C&D material: 100 feet TOP OF BLUFF: 1. Residence: 100 feet 2. Driveway: 100 feet 3. Sanitary leaching pool (cesspool) 100 feet: 4. Swimming pool and related structures: 100 feet Public Notice of Hearing Card Posted: Y / N Ch. 275 ✓/ Ch. 111 SEQRA Type: I II Unlisted Action Type of Application: Pre-Submission Administrative Amendment V/ Wetland Coastal Erosion Emergency Violation Non-Jurisdiction Survey <_ 5 years: YIN Wetland Line by: C.E.H.A. Line Additional information/suggested modifications/conditions/need for outside review/consultant/application completeness/comments/standards: Cafirecc� v I have read & acknowledged the foregoing Trustees comments: Agent/Owner: / Present were: J. Bredemeyer M. Domino V/ G. Goldsmith N. Krupski G. Williams Other 13350 New Suffolk LLC 13350 New Suffolk Ave.,New Suffolk SCTM#: 1000-116-6-19.2 _ 8/11/20 4'A, 'all I 13350 NEW SUFFOLK LLC, 13350 NEW SUFFOLK AVENUE,CUTCHOGUE •o• Figure 1. Aerial view of subject property and existing dwelling to be demolished and replaced with new dwelling and swimming pool;and at surrounding dwellings and swimming pool in September 2019. Image by Google Earth. } �'INO '�i��— . . I. Figure 2. Looking northwest jrom mean high water line oj'Peconie Bay at existing dwelling and deck to be demolished and replaced with new dwelling and patio/terrace located farther from mean high water. 109 z O U 5r2682.68 S QJ U / U s iS v� � N31 0 O< co // ,, Q) r O O N N 4-1 O U I 30. 2.61 / O 0) U0 + 1.25 N36 0 a G r € moo �A / \ / O O '� r 3 � \ L O / - 1.35 P X35 \ \ 15- R�cyP Li I ` I L0 i / O I r7 W I Z £T cAN�s I r r 33g'85\ tp cgNDwq � r ���'�� •� � BY E O SIM/T Oq0. r Ir x733;D E N-OONS OTgNTg�ON�pRL � Os AS FCq I X34 �0' 2.5 STONE pRiVEWA995 O8. ?p/9 �fD I Cp \ � . I I M > . LIL #33A / PROP. O J .492 1? �� \ cV TANKS UTL,`� co £DG ?86 O M ELPO CJ 5374 M/ ` • =TER=R"1 1.35 2.7¢ L C�fAf OF —V. . RlNo 90.00,� \ 15, , t0 ?D R/GyT a wM Q) \qF(G WOOD CURB O aj °"F k \ a.BB �` + 2.87 57� ID E 3.� QJ U0 + 5.97 m� ��19 2.45 01 _ O \ / /STONE DRIVEWAY 5 69 /\N S> 7 5 f WAO-di POLE \ WOOD zs'S. 33 0 S Wq<L I )g AC o 4.r s _ h 3 U N POST L 75,9.-- 3ga ' L FOUND , +.r HOUSFORY FR & AM pARA c3.97 I •7C) . TOSH O CP p 24 3 O SOD ,RY WER _ 81.6• \\ rQ� r n n DECK O aW \ \ PO(E WA`k / '� bOro SC' '1/ fOrrt? 0 \ \ �� / � • 5.27MOrti Oncy @rly coh &fo 6.06 i pO SCh Z \ DfTf �f�q�LlNf gCON \\ 111 p ZONE AE(8) ! FEB 1 8 2020 RMINFp TO rID °APP r DEC. 04, 2019 IND. UTILI1 II OCT. 09, 2019 cLEARINcn&STAX MAP No. \ ` \` NSULTAIVSON I ARY AS p JUN. 05, 2019 AMEND CERTIFICATION ` + RIC 08, 20 19 , / S89'11'1 5"W ' ��YY MAY 01, 2019 LOCATE WETLANDS 2p"e q f�8 \ ` — — / 3 66.04' SS�p 08 JULY 31, 2018 STAKE FOR CONSTRUCTION _ O„ C7 JUNE 20, 2018 AMEND LABEL WOOD d' JDATE: MAY OB NO: 2018929318 JErrr n/73'S',4`3"r{/ raj L O CERTIFIED TO: Survey for: 13350 NEW SUFFOK LLC 13350 NEW SUFFOLK LLC N84.30'17 /11 OF rJ E wY At 57.16' cpFiG {FU+ ��� New �.7 of f O IC. WOOD JETTIES °. y Town h d PECONIC BAY Suffolk County, New York S.C.T.M.: 1000-116.00-06,00-020.002 2ls 5023 �� 40 0 40 �o LAND DAVID H. FOX, L.S. P.C. N.Y.S.L.S, x{50234 SCALE:1"=40' FOX LAND SURVEYING NOTES: 64 SUNSET AVENUE WESTHAMPTON BEACH, N.Y. 11978 1. TOTAL AREA = 89,795 S.F. (631) 288-0022 UPLAND AREA = 60,696 S.F. UNAUTHORIZED ALTERATION OR ADDITION THIS SURVEY 2. ■ = MONUMENT FOUND, • = PIPE FOUND, IS A VIOLATION OFSECTION 7209 OF THE NEW EXISTING CLEARING = 17,807 S.F. VIW YORK STATE EDUCATION LAW. COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. 3. REFERENCE DEED L. 11782 P. 390 & L. 11644 P. 867 CERTIFICATION INDICATED HEREON SHALL RUN ONLY TO THE 4. ELEVATIONS REFERENCED TO N.A.V.D. (1988).5. FLOOD ZONE BOUNDARIES SHOWN HEREON FROM PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON . AND TO THE FIRM PANEL NO, 36103CO501 H LAST DATE 5-25-2009. ASSIGNEES OF THE LENDING INSTITUTION CERTIFICATIONS ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS. 6. UTILITY LOCATIONS PER OTHERS. DWG: 2018-293 M a 13350 NEW SUFFOLK LLC, 13350 NEW SUFFOLK AVENUE,CUTCHOGUE Figure 3. Looking south from existing dwelling toward Peconic Bay over naturally vegetated area. r i N Figure 4. Looking southwest at portion of existing naturally vegetated area located to west of dwelling to be temporarily disturbed/cleared to allow for installation of proposed UA sanitary system and subsequently restored/revegetated. 13350 NEW SUFFOLK LLC, 13350 NEW SUFFOLK AVENUE,CUTCHOGUE ' + 4 Y X71 Figure S. Looking southwest from northeast corner of property toward existing dwelling to be demolished and replaced with new dwelling located farther from tidal wetlands to north side of"Lois Lane"(right). 1W i t Figure 6. Looking southeast from northwest portion of property toward existing dwelling to be demolished and replaced with new dwelling located farther from tidal wetlands located to north side of"Lois Lane"(left). Raphael Vineyards 1958 5 Q Bedell� Cellars liars g�� 9 Pughese�® Vineyards PS EAST `1 CUTCHOGUE} HOG 1193 C . kQ� C e Peconic Bay 1 epyDGE } Winery AP PS� IAM PL 1 K' I N• FOET v L \ \ Little � Hog Ha ywafer Village y` j �_ AU Neck NA Glean �odd � s � Loov1 Horsesfutt 6 / %marsh Pt culciuxue Cnv+ oN Hartu,r j \i (I .1 v 1 i •\ sr North Fork CC rUTHII L k `TQ ti RU �h'I; teanta l % F GEORGE RD aOld Cove FANNING RD _ YC �'' � � �`+LA7�•U011 ELJ RD; kyouROS RD P 8= s ` a JACKSONST K% enter Pit ,. 9 - Suffdk Courrty Nagstran Map #45 \ - 1' - +2,000' NEW SUFFOLK — - 5t e Access Via -------- —1 SUbjca Property) 15 �\ Nassau Pt i 1 LITTLE PECONIC BAY _ ' H3 27:: J3 '2P 30' ' " Joins Map 46 s,a Nz�21 S _-- ttF� i FOR PCL.NO FOR PLL NO R SEE SEC.NO SEE SEC NO I 1giO3 We 109-0 3 I t0 I I 9.1 3I2"U e BA qJ ]J 7,A(U / TOWN OF SOUTHOLD �NO TOWN OF SOUTHOLO 35 I IPPECONIIA-D TRUST t ea - wo�+>•roF:xFFODt I V 4.3A(q t 1 o�ELOPNExTAwNrs I \ Il \ +e 3.3A(c) TOWN OF - \\' ' 7 12 I SOUTHOLD 0.5 \, 2nNcI i n..a•m..vuw a 3A"c) a x.TNU sp 1t w I 1)ItA(U .. 12A( 0 10 ] I I z3Na12 r f I ' 1.4� I ppuxrvaF suFwu PECONICIANOTRUST w w v • 9r OA( —` 32" I OEVF,ovRrxrxr0xrs) (CCN9ERVAng1 Fw3 ENtl ( 2 1° / aONe� I 1 3.— r• 9 M., �. �\ I I�sFm�nw Fws Iii r 21cl g tt t � 17 3 taA(cl 21 g -� CASE M. NOaI OA( Z A 1 �K / —' \. v 12 g Int ZLa awa \ al \ ! 11A ml �tFOU( , 3 2.BNc) �' S �` 1) TOM°, AVE gmFg t] 22.1 '\\\ • 17 3.gA(.) \_ice .w 3s 1en(c) 3 N e.Wcl �\ 1ioNU g�c� 5 2 1tW-)D 12 9 t0.1 10.2 11 tz.1 13 1! 4• G y - e 11Nq t.7A tM(c) z9N.) 1 f \ g 1J AI 1}A(c) 1T 1 �'� w I WTCHOGUE- n� taA(U /23NU 7 `.' ae"e�—R 0 �" 11Hc 1e 7A(c) to NEW SUFFOI w �� �. \ \ 1 0° PARx NS/TRICT 5 r m 3 a7A(Q 6 p ;9� S as PIOI �� ✓ w 1! ] +• ypBR v , O, A 1= r N pala 5 O ♦ n r 12A(C) 11 t.s"c) I I 1e(c)w I n ua•aar 132 • ` k ! ara.,.T = ` I + / / —_— oy STN a1NU e g .2 i 7. To�m �-^� .PECONFC 1.eNU A.ec.A� •�. O \ \..� 4 12No) Pe \ a1 /r T aW a r,,s 3,• LD 4'"�pD. ..'J°' .S 241 FD 29 PO go e.We) SEE SEC NO 130 I IA(.) 31 .gAO z �4�� SECTION NO _ _ _ _� —_�-- ,y.� — NOTICE COUNTY OF SUFFOLK © E T SOUTHOLD L �,._ —�— ....�-...,. Izt) O =--�- --•-- — -- a NN.rexxwcAnExArra...„Fc« Real Property TaxSernceAgenCy r n. xg,AOI:oF 116 G .,,•,. P...r.. --•-- �""" '^ oslrawmw of xw PonrroN OF,� cauNlyRn.T..c,Nr Heol E ...... _ ___ �.u. --i-- o.u.--.-- wirgln9°IaRVTAx xAvra rnm.NtFo �; m A N �•' x„ ——•—— e..ra,.——�—— Wane.vu+wssan or mem P mrNer xo ,000 PROPERTY MAP O ....�. a-.-. Pe9PERlx IAA se.ncl u;FHe. mwewant°�Re...a m> -- OFFICE LOCATION: MAILING ADDRESS: Town Hall Annexry � �µ,� P.O. Box 1179 54375 State Route 25 Southold, NY 11971 (cor. Main Rd. &Youngs Ave.) Southold, NY 11971 Telephone: 631 765-1938 CooLOCAL WATERFRONT REVITALIZATION PROGRAM TOWN OF SOUTHOLD MEMORANDUM To Glenn Goldsmith, President Town of Southold Board of Trustees From: Mark Terry, AICP LWRP Coordinator Date: December 8, 2021 Re: LWRP Coastal Consistency Review for 13350 NEW SUFFOLK, LLC SCTM# 1000-116-6-20.2 En-Consultants on behalf of 13350 NEW SUFFOLK, LLC requests an Amendment to Wetland Permit#9712 to re-grade with approximately 344 cubic yards (in lieu of 116 Cubic yards) of clean sandy fill to be trucked in from an approved upland source, resulting in an approximately two (2) foot higher revegetated grade over approved I/A sanitary system (to be equipped with a FujiClean OWTS in place of Hydro-Action OWTS); relocate pervious gravel driveway/parking area from north to east side of property, resulting in an additional 2,677sq.ft. of site disturbance and revegetation of t305sq.ft. (in lieu of t618sq.ft.) portion of temporarily cleared area on east side of property; replace four (4) cedar trees with same caliper cedars to east of relocated driveway; revegetate with native plantings an additional t3,253sq.ft area of clearing to northwest of dwelling and t1,313sq.ft. area of temporary clearing south of pool patio (previously proposed to be permanently cleared), thus reducing area of new permanent clearing from 6,191sq.ft. to 5,622sq.ft.; construct 2,379sq.ft. (in lieu of 2,355sq.ft.) raised masonry patio/steps; construct 815sq.ft. (in lieu of 580sq.ft.) on-grade paver courtyard; and install 56sq.ft. generator platform with 3.5'x11' stairs. Located: 13350 New Suffolk Avenue, Cutchogue. SCTM# 1000- 116-6-20.2 The Board determined that the action is CONSISTENT in their 2020 decision (Permit No. 9712). The amendments are not significant. Pursuant to Chapter 268, the Board of Trustees shall consider this recommendation in preparing its written determination regarding the consistency of the proposed action. Cc: Damon Hagan, Assistant Town Attorney + 42 John G. Stein,Chairperson Town Hall,53095 Main Rd. Lauren Standish,Secretaryy. P.O.Box 1179 Southold,NY 11971 Telephone(631)765-1889 Fax(631)765-1823 Conservation Advisory Council Town of Southold At the meeting of the Southold Town Conservation Advisory Council held Wed., December 8, 2021 the following recommendation was made: Moved by John Stein, seconded by Carol Brown, it was RESOLVED to NOT SUPPORT the application of 13350 NEW SUFFOLK, LLC C/O GREG EICHER, MANAGER to Amend Wetland Permit#9712 to regrade approx. 344 cy. of clean sandy fill to be trucked in from an approved upland site, resulting in approx. 2' higher revegetated grade over approved I/A sanitary system; relocated pervious gravel driveway/parking area from north to east side of property, resulting in an additional 2,677 sf. of site disturbance and revegetation of+/-305 sf. portion of temporarily cleared area on east side of property; replace (4) cedar trees with same caliper cedars to east of relocated driveway; revegetate with native planting an additional +/-3,253 sf area of clearing to northwest of dwelling and +.-1,313 sf. area of temporary clearing south of pool patio, reducing area of new permanent clearing from 6,191 to 5,622 sf.; construct 2,379 sf. raised masonry patio/steps; construct 815 sf. on-grade paver courtyard; and install 56 sf. generator platform with 3.5'X 11' stairs. Located: 13350 New Suffolk Ave., Cutchogue. SCTM#116-6-20.2 Inspected by: John Stein, Carol Brown, Caroline Burghardt The CAC does Not Support the application based on the September 9, 2020 findings. Vote of Council: Ayes: All Motion Carried x 'a OFFICE LOCATION: ALMLING ADDRESS: Town Hall Annex P.O. Box 1179 54375 State Route 25 ¢' Southold, NY 11971 (cor. Main Rd. &Youngs Ave.) Southold, NY 11971 �' K� Telephone: 631 765-1938 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: September 9, 2020 Re: LWRP Coastal Consistency Review of 13350 NEW SUFFOLK AVENUE, LLC SCTM# 1000-116-6-20.2 En-Consultants on behalf of 13350 NEW SUFFOLK AVENUE, LLC requests a Wetland Permit to demolish existing two-story, 3,420sq.ft. dwelling (located 65' from wetlands to north and 73' from wetlands to south), and 1,885sq.ft. attached deck (located 54' from wetlands to south), and construct a new two-story, 3,287sq.ft. single-family dwelling (located 75' from wetlands to north and south) with a 2,355sq.ft. raised masonry patio/steps (located 61' from wetlands to south), and 639sq.ft. of swimming pool (located 79' from wetlands to south); install a 144sq.ft. raised entry patio beneath second-story overhang with 14'x14' steps to 580sq.ft. of on-grade paver courtyard; install concrete pad for pool equipment and pool enclosure fencing; install a stormwater drainage system of leaching chambers and a pool drywell; install new pervious gravel driveway and parking area; remove existing nonconforming septic system located 80' from wetlands to south, and install new I/A OWTS sanitary system located at least 100' from wetlands to north and south; disturb/clear ±6,191 sq.ft. area for purpose of demolishing existing dwelling and constructing proposed structures; re-grade using approximately 116 cubic yards of clean sandy fill to be trucked in from an approved upland source; temporarily disturb/clear±6,626sq.ft. portion of naturally vegetated area to west of dwelling to enable installation of sanitary system, and ±618sq.ft. portion of naturally vegetated area to east of dwelling to enable installation of drainage system, and restore both areas with native plantings. Located 13350 New Suffolk Avenue, Cutchogue. SCTM# 1000-116-6-20.2 The proposed action has been reviewed to Chapter 268, Waterfront Consistency Review of the Town of Southold Town Code and the Local Waterfront Revitalization Program (LWRP) Policy Standards. Based upon the information provided on the LWRP Consistency Assessment Form submitted to this department, as well as the records available to me, it is my recommendation that the proposed action is INCONSISTENT with LWRP Policy 6.3 and therefore, INCONSISTENT with the LWRP. 4.1 Minimize losses of human life and structures from flooding and erosion hazards. The following management measures to minimize losses of human life and structures from flooding and erosion hazards are suggested: A. Minimize potential loss and damage by locating development and structures away from flooding and erosion hazards. 5. Manage development in floodplains outside of coastal hazard areas so as to reduce adverse environmental effects, minimize the need for future structural flood protection measures, or expansion of existing protection measures and to meet federal flood insurance program standards. The proposed structure is located in FEMA flood zone AE EL 6'. The enlargement or addition of structures in Special Flood Hazard Area where flooding is high risk does not meet this policy. Structures located within these areas are subject to damage and loss (repetitive) during storm events. r i '�' Ja>wrrrl 9 mu r „ 4 � 4 M b'µriwa�Y°+aro�Wa1 U Figure 1 Subject Parcel 6.1 Protect and restore ecological quality throughout the Town of Southold. A. Avoid adverse changes to the Long Island Sound and the Peconic Bay ecosystems that would result from impairment of ecological quality as indicated by: 1. Physical loss of ecological components The lot contains wetlands. The removal of 6,626 square feet of beneficial plant species to accommodate a All OWTS is unsupported. Survival parameters for planted vegetation are not proposed. Pursuant to Chapter 268, the Board of Trustees shall consider this recommendation in preparing its written determination regarding the consistency of the proposed action. Cc: Damon Hagan, Assistant Town Attorney OF -13 Peter Young,Chairman 2 1 - Town Hall,53095 Main Rd. Lauren Standish,Secretary P.O.Box 1179 Southold,NY 11971 Telephone(631)765-1889 Fax(631)765-1823 Conservation Advisory Council Town of Southold At the meeting of the Southold Town Conservation Advisory Council held Wed., September 9, 2020 the following recommendation was made: Moved by John Stein, seconded by John Chandler, it was RESOLVED to NOT SUPPORT the application of 13350 NEW SUFFOLK LLC to demolish existing two-story dwelling and attached deck and construct a new two-story, single family dwelling with a raised masonry patio/steps and 840 sf. swimming pool; install a 144 sf. raised entry patio beneath second-story overhang with 14'X 14' steps to 580 sf. on-grade paver courtyard; install concrete pad for pool equipment and pool enclosure fencing; install a drainage system of drywells to collect roof run-off and pool backwash; install new pervious driveway and parking area; remove existing nonconforming septic system and install a new I/A OWTS sanitary system located at least 100' from wetlands; disturb/clear +/-6,191 sf. area for purpose of demolishing existing dwelling and constructing proposed structures; temporarily disturb/clear +/-6,205 sf. portion of naturally vegetated area to west of dwelling to enable installation of sanitary system, and restore same area with native plantings required for successful functioning of system. Located: 13350 New Suffolk Ave., Cutchogue. SCTM#116-6-19.2 Inspected by: Peter Young, John Stein, John Chandler The CAC does Not Support the application and requests a definitive plan for the new structure, further details of the location of the elevated pool and questions the location and future use of the 50' ROW. Vote of Council: Ayes: All Motion Carried EN-CONSULTANTS June 16, 2020 Glenn Goldsmith, Chairman U {'--`L JUN 18 20 Board of Trustees,Town of Southold P.O. Box 1179 Southold, NY 11971 Bap,q!of Tr Re: 13350 New Suffolk LLC, 13350 New Suffolk Avenue, Cutchogue Dear Mr. Goldsmith: Approximately four months ago we submitted a Wetlands Permit application for construction of a new dwelling, swimming pool, and UA sanitary system on the above referenced property. In early March, based on guidance provided by the Building Department, we submitted a revised site plan prepared by Jeffrey T. Butler, P.E., P.C., dated October 24, 2019, along with a revised project description. Of course, due to the closure of Town Hall and cancellation of all Trustee meetings since March, the application has not yet been noticed or heard by the Board. However, as both the New York State Department of Environmental Conservation and Suffolk County Department of Health Services have been reviewing the applications submitted to those agencies, further changes have been made to the site plan in response to their comments, as summarized below: 1) The proposed sanitary system design has been modified, and the future expansion units are now to be installed at the same time as the primary system during construction, which will eliminate the potential need for re-disturbing the site in the future. As a result, the area of temporary disturbance associated with the system installation, which is to be subsequently restored with native plantings, has increased by 421 sf from 6,205 sf to 6,626 sf. However, all proposed sanitary system components will remain more than 100 feet from all wetlands. 2) The previously proposed drainage system consisting of drywells located less than 75 feet from wetlands has been replaced with a system of leaching chambers located more than 75 feet from wetlands. As a result, an approximately 618 sf area on the east side of the property will be temporarily disturbed and restored with native plantings. 3) As a result of the design changes, the proposed volume of clean sandy fill required for re- grading has been decreased from 365 to 116 cubic yards. We therefore wish to amend our application pursuant to the revised site plan prepared by Jeffrey T. Butler, P.E., P.C., last dated June 5, 2020, four(4) copies of which are enclosed herewith; and the following project description(changes noted in hold "Demolish existing 2-story, 3,420 sf dwelling (located 65 feet from wetlands to north and 73 feet from wetlands to south) and 1,885 sf attached deck (located 54 feet from wetlands to south), and 1319 North Sea Road I Southampton,New York 11968 1 p 631.283.6360 31.283.6360 If 631.283.6136 www enconsu[tants com environmental consulting construct a new two-story, 3,287 sf single-family dwelling (located 75 feet from wetlands to north and south) with a 2,355 sf raised masonry patio/steps (located 61 feet from wetlands to south) and 639 sf swimming pool (located 79 feet from wetlands to south); install a 144 sf raised entry patio beneath 2nd story overhang with 14' x 14' steps to 580 sf on-grade paver courtyard; install concrete pad for pool equipment and pool enclosure fencing; install a stormwater drainage system of leaching chambers and a pool drywell; install new pervious gravel driveway and parking area; remove existing nonconforming septic system located 80 from wetlands to south, and install new I/A OWTS sanitary system located at least 100 feet from wetlands to north and south; disturb/clear +/-6,191 sf area for purpose of demolishing existing dwelling and constructing proposed structures; re-grade using approximately 116 cy of clean sandy fill to be trucked in from an approved upland source; temporarily disturb/clear +/- 6,626 sf portion of naturally vegetated area to west of dwelling to enable installation of sanitary system and +/-618 sf portion of naturally' vegetated area to east of dwelling to enable installation of drainage system, and restore both areas with native plantings, all as depicted and described on the site plan prepared by Jeffrey T. Butler, P.E., P.C., dated June 5, 2020. Should you have any questions concerning these changes, please let me know. Resp ctfully yours, Robert . errmann Coastal Management Specialist Enclosures 1319 North Sea Road I Southampton,New York 11968 j2p 631.283 6360 1 f 631.283.6136 www.enconsultants.com environmental consulting 40 EN-CONSULTANTS —�4e1r2�2020 Glenn Goldsmith, Chairman Board of Trustees,Town of Southold P.O.Box 1179 MAR 3 2020 Southold,NY 11971 r l , Re: 13350 New Suffolk LLC, 13350 New Suffolk Avenue,Cutchogu�e _-__.. Dear Mr. Goldsmith: Subsequent to submission of a Wetlands Permit application for the above captioned property, we were informed by the Building Department during its routine review of the application upon referral from your office that in order to be considered part of the primary dwelling structure (and thus avoid the need for a zoning variance), the proposed swimming pool would need to be surrounded on all sides by at least a 3' wide section of the proposed raised terrace. The site plan has thus been modified accordingly in that the proposed pool has been shifted closer to the dwelling and reduced in size so that the proposed terrace could wrap around the entire pool without changing the previously proposed combined footprint of the proposed terrace and pool. As a result,the area of the proposed pool has decreased by 191 sf from 830 to 639 square feet, and the area of the terrace has increased by an equal area from 2,165 to 2,355 square feet. As a result of these changes, which are depicted on the enclosed four (4) copies of a revised site plan prepared by Jeffrey T. Butler, P.E., P.C., dated October 24, 2019, the project description must be revised as noted below, with the three modified portions of the description underlined and highlighted in bold: "Demolish existing 2-story, 3,420 sf dwelling (located 65 feet from wetlands to north and 73 feet from wetlands to south) and 1,885 sf attached deck (located 54 feet from wetlands to south), and construct a new two-story, 3,287 sf single-family dwelling (located 75 feet from wetlands to north and south) with a 2,355 sf raised masonry patio/steps (located 61 feet from wetlands to south) and 639 sf swimming pool (located 79 feet from wetlands to south); install a 144 sf raised entry patio beneath 2nd story overhang with 14'x 14' steps to 580 sf on-grade paver courtyard; install concrete pad for pool equipment and pool enclosure fencing; install a drainage system of drywells to collect roof runoff and pool backwash; install new pervious gravel driveway and parking area; remove existing nonconforming septic system located 80 from wetlands to south, and install new UA OWTS sanitary system located at least 100 feet from wetlands to north and south; disturb/clear +/-6,191 sf area for purpose of demolishing existing dwelling and constructing proposed structures; temporarily disturb/clear+/-6,205 sf portion of naturally vegetated area to west of dwelling to enable installation of sanitary system, and restore same area with native plantings required for successful functioning of system, all as depicted and described on the site plan prepared by Jeffrey T.Butler,P.E.,P.C., dated October 24,2019. Should you have any questions concerning these changes,please leieZnn w. Rs, RHenrma Coastal ManagementSpecialist Enclosures 1319 North Sea Road Southampton,New York 11968 p 631.283 6360 1 f 631.283.6136 www.enconsultants.com environmental consulting Glenn Goldsmith,President '�XQF so(/jy Town Hall Annex Michael J.Domino,Vice-President ,`O� ��� 54375 Route 25 P.O.Box 1179 John M.Bredemeyer III [ Southold,New York 11971 A.Nicholas Krupski G Q Telephone(631) 765-1892_ Greg Williams �� �� Fax(631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD TO: SOUTHOLD TOWN BUILDING DEPARTMENT ' r-•' RE: VERIFICATION OF BUILDING DEPARTMENT PERMIT REQUIREMENTS ' F E,=3 2 0 2020 :Pro ert Owner Name: 13360 A/eu� p y Date Sent to Bldg. Dept: 2'20'ZO The Office of the Board of Trustees is forwarding the above referenced application for verification of the Building Department's ipermiitinR requirements stated below: i YES NO Will the proposed project require a Building Permit? Will the proposed project require a variance;determination from the Zoning Board of Appeals? j Will any part of this application be considere'd.a Demolition as described under Town Code? 1 COMMENTS: 3 Signature of Reviewer Date I so * Glenn Goldsmith,President 4 o Town Hall Annex Michael J.Domino,Vice-President A:�S 54375 Route 25 P.O.Box 1179 John M.Bredemeyer III Southold,New York 11971 A.Nicholas Krupski A- Telephone(631)765-1892 Greg Williams " '� Fax(631)765-6641 COU BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD This Section For Office Use Only Coastal Erosion Permit Application Wetland Permit Application I Administrative Permit ' FEB 1 8 Amendment/Transfer/Extension 2020 Received Application: 9,1�Z0 Received Fee: $ Zg.dp Completed Application: Z161-Z4V Incomplete: SEQRA Classification: Type I Type II Unlisted Negative Dec.^_ Positive Dec. Lead Agency Determination Date: Coordination:(date sent):3e VLWRP Consistency Assessment Form Sent: zo _CAC Referral Sent: Date of Inspection: Receipt of CACReport: Technical Review: Public Hearing Held: Resolution: Name of Applicant 13350 New Suffolk,LLC c/o Greg Eicher,Manager Address 10490 SW Eastndge Street,Suite 110E,Portland,OR 97225 Phone Number: (jLq 650-3957 Suffolk County Tax Map Number: 1000 - 116-6-20.2 Property Location: 13350 New Suffolk Avenue,Cutchogue (Property is located on south side of New Suffolk Avenue,+/-290'east of Meadow Lane) (provide LILCO Pole #, distance to cross streets, and location) AGENT: En-Consultants (If applicable) Address: 1319 North Sea Road, Southampton,NY 11968 Phone:631-283-6360 x��J cod a��a� Board of Trustees A01i6ion GENERAL DATA Land Area (in square feet): 89,795 sf Area Zoning: R-40 Previous use of property: Residential,two-story,single-family dwelling with deck Intended use of property: Same,with new two-story dwelling with pool and terrace Covenants and Restrictions: Yes X No If"Yes", please provide copy. Will this project require a Building Permit as per Town Code? X Yes No 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. Does this project require a variance from the Zoning Board of Appeals Yes X No If"Yes",please provide copy of decision. Will this project require any demolition as per Town Code or as determined by Building Dept. X Yes No Does the structure(s) on property have a valid Certificate of Occupancy X Yes No Prior permits/approvals for site improvements: Agency Date Southold Trustees#5641 10-16-02,amended 10-16-13 ,} p p 4:N49 46, zo ea X609 l�el3oaj No prior permits/approvals for site improvements. Has any permit/approval ever been revoked or suspended by a governmental agency? X No Yes If yes, provide explanation: Project Description (use attachments if necessary): Demolish existing 2-story,3,420 sf dwelling(located 65 feet from wetlands to north and 73 feet from wetlands to south)and 1,885 sf attached deck(located 54 feet from wetlands to south),and construct a new two-story,3,287 sf single-family dwelling(located 75 feet from wetlands to north and south)with a 2,165 sf raised masonry patio/steps(located 61 feet from wetlands to south)and 830 sf swimming pool(located 75 feet from wetlands to south);install a 144 sf raised entry patio beneath 2nd story overhang with 14'x 14' steps to 580 sf on-grade paver courtyard;install concrete pad for pool equipment and pool enclosure fencing;install a drainage system of drywells to collect roof runoff and pool backwash; install new pervious gravel driveway and parking area;remove existing nonconforming septic system located 80 from wetlands to south,and install new I/A OWTS sanitary system located at least 100 feet from wetlands to north and south;disturb/clear+/-6,191 sf area for purpose of demolishing existing dwelling and constructing proposed structures;temporarily disturb/clear+/-6,205 sf portion of naturally vegetated area to west,of dwelling to enable installation of sanitary system,and restore same area with native plantings required for successful functioning of system,all as depicted and described on the site plan prepared by Jeffrey T.Butler,P.E.,P.C.,dated October 24,2019. Board of Trustees App,Wto WETLAND/TRUSTEE LANDS APPLICATION DATA Purpose of the proposed operations: To construct a new,modernized,energy-efficient,flood-compliant dwelling with swimming pool in place of and farther from wetlands than the existing dwelling;and to replace the existing nonconforming septic system with a low-nitrogen, innovative/alternative sanitary system(I/A OWTS). Area of wetlands on lot: 29,099 square feet Percent coverage of lot: 32 oio Closest distance between nearest existing structure and upland edge of wetlands: 54 feet (existmg deck) Closest distance between nearest proposed structure and upland edge of wetlands: 61 feet (proposed terrace) Does the project involve excavation or filling? No X Yes (as required for replacement of dwelling and sanitary If yes, how much material will be excavated? TBD cubic yards system;proposed drainage) (as required for proposed final grades,including around How much material will be filled? +/-365 cubic yards proposed dwelling and sanitary system) Depth of which material will be r7S iXWaAN deposited: +/-2 feet Proposed slope throughout the area of operations: 1:3 (max.) Manner in which material will be removed or deposited: See engineering plan prepared by Jeffrey T.Butler,P.E.,P.C.,dated October 24,2019. 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): See attached addendum. WETLANDS ADDENDUM FOR 13350 NEW SUFFOLK,LLC 13350 NEW SUFFOLK AVENUE CUTCHOGUE,NY SCTM#1000-116-6-20.2 Statement of Effect The proposed project, which seeks to replace an existing dwelling and deck with a new, modernized, energy-efficient dwelling with a raised terrace and swimming pool, will have a net beneficial impact on the surrounding shoreline and tidal wetland ecosystems, including potential improvements to groundwater and surface water quality, as a result of the below described design features and mitigation measures. A) Project Design 1) The new dwelling would be constructed in accordance with all current FEMA construction standards, with a first floor elevation one foot higher than the existing, making the new structure safer and better protected from potential flood damage. 2) Town-defined lot coverage would increase only from 8.8 to 10.9 percent as a result of the overall project; and the 3,287 sf habitable footprint of the proposed dwelling represents a 133 sf decrease from the 3,420 sf habitable footprint of the existing dwelling. 3) The new dwelling will be situated farther from wetlands than the existing dwelling,both from the tidal waters of Great Peconic Bay to the south and from the offsite vegetated tidal marsh located to the north of "Lois Lane." Specifically, the following wetland setbacks are achieved with minimum change to the presently developed footprint of the property: a. The minimum wetlands setbacks from the habitable dwelling structure will increase by 10 feet (from 65 to 75) to the northerly wetland boundary and by 2 feet (from 73 to 75)to mean high water to the south. b. The wetland setback from mean high water to the proposed bayside terrace/steps will increase by 7 feet to 61 feet from the 54' setback to the existing bayside deck. c. The proposed swimming pool will be located 75 feet from wetlands, 25 feet more than the setback required pursuant to Section 275-3(D)(1)(a)(5). B) Mitigation measures 1) The existing nonconforming septic system, which is located approximately 80 feet from the surface waters of Great Peconic Bay, will be replaced with a low-nitrogen, innovative/alternative sanitary system(UA OWTS) located at least 100 feet from both surface waters and the vegetated wetland to the north. Unlike conventional septic systems, the UA OWTS is designed to significantly reduce nitrogen loading into the groundwater table and ultimately surface waters. And the site conditions here are perfectly suited for the proper functioning of the proposed leachate absorption field because the geotextile sand filter system, once installed, requires an undisturbed sandy cover which a) allows evapotranspiration and oxygen exchange for better effluent treatment; and b) can be inhabited 00 i • by native grasses with extensive root systems that inhibit erosion but do not grow deeply or densely enough to clog and inhibit the functioning of the system. Thus, an approximately 6,205 sf portion of naturally vegetated grassland to the west of the dwelling will be temporarily disturbed/cleared to enable installation of the absorption field and subsequently restored and replanted with native grasses to be left undisturbed. 2) A drainage system consisting of leaders, gutters, and drywells will be installed to collect and recharge roof runoff and pool backwash. 3) The proposed driveway and parking areas will be comprised of pervious gravel surfaces. 4) A project limiting fence will be installed to contain site disturbance and potential surface runoff during construction. 617.20 Appendix B Short Environmental Assessment Form Instructions for Completing Part I-Project Information.The applicant or project sponsor is responsible for the completion of Part 1.Responses become part of the application for approval or funding,are subject to public review,and may be subject to further verification. Complete Part I based on information currently available. If additional research or investigation would be needed to fully respond to any item,please answer as thoroughly as possible based on current information. Complete all items in Part 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 I- Project and Sponsor Information Name of Action or Project: 13350 New Suffolk,LLC Reconstruction Project Location describe,and attach a location map): 13350 New Suffolk,Cutchogue,Town of Southold; SCTM#1000-116-6-20.2,property is located on south side of New Suffolk Avenue,+/-290'east of Meadow Lane,refer to provided maps. Brief Description of Proposed Action- See attached project description. Name of Applicant or Sponsor. Telephone: 516-650-3957 13350 New Suffolk,LLC c/o Greg Eicher,Manager E-Mail geicher@optonlme.net Address: 10490 SW Eastridge Street,Suite 110E City/PO: State: Zip Code: Portland OR 97225 1. Does the proposed action only involve the legislative adoption of a plan,local law,ordinance, NO YES administrative rule,or regulation? If Yes,attach a narrative description of the intent of the proposed action and the environmental resources that may be affected in the municipality and proceed to Part 2. If no, continue to question 2. X 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: NYS DEC, Suffolk County Department of Health Services X 3.a.Total acreage of the site of the proposed action? 89,795 sf b Total acreage to be physically disturbed9 +/-24,365 sf' c Total acreage(project site and any contiguous properties)owned or controlled by the applicant or project sponsor9 89,795 sf 4 Check all land uses that occur on,adjoining and near the proposed action. ❑ Urban ❑ Rural (non-agriculture) ❑ Industnal ❑ Commercial ® Residential(suburban) ❑ Forest ❑Agriculture ®Aquatic ❑ Other(specify)• ❑ Parkland Page 1 of 4 PROJECT DESCRIPTION FOR 13350 NEW SUFFOLK,LLC 13350 NEW SUFFOLK AVENUE CUTCHOGUE,NY SCTM#1000-116-6-20.2 Demolish existing 2-story, 3,420 sf dwelling (located 65 feet from wetlands to north and 73 feet from wetlands to south) and 1,885 sf attached deck (located 54 feet from wetlands to south), and construct a new two-story, 3,287 sf single-family dwelling (located 75 feet from wetlands to north and south) with a 2,165 sf raised masonry patio/steps (located 61 feet from wetlands to south)'and 830 sf swimming pool (located 75 feet from wetlands to south); install a 144 sf raised entry patio beneath 2nd story overhang with 14' x 14' steps to 580 sf on-grade paver courtyard; install concrete pad for pool equipment and pool enclosure fencing; install a drainage system of drywells to collect roof runoff and pool backwash; install new pervious gravel driveway and parking area; remove existing nonconforming septic system located 80 from wetlands to south, and install new I/A OWTS sanitary system located at least 100 feet from wetlands to north and south; disturb/clear +6,191 sf area for purpose of demolishing existing dwelling and constructing proposed structures; temporarily disturb/clear+6,205 sf portion of naturally vegetated area to west of dwelling to enable installation of sanitary system, and restore same area with native plantings required for successful functioning of system, all as depicted and described on the site plan prepared by Jeffrey T. Butler, P.E.,P.C., dated October 24, 2019. t 5. Is the proposed action, NO YES N/A a. A permitted use under the zoning regulations? X b. Consistent with the adopted comprehensive plan? X 6 Is the proposed action consistent with the predominant character of the existing built or natural NO YES landscape 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: Name:West Creek,Peconic Bay&Environs,Reason Significant coastal fish&wildlife habitat;Protect public health,water,vegetation&scenic beauty,Agency:Southold Town,Suffolk County,Date-3-24-88,7-12-88 X 8. a. Will the proposed action result in a substantial increase in traffic above present levels? NO YES X b. Are public transportation service(s)available at or near the site of the proposed action? X c Are any pedestrian accommodations or bicycle routes available on or near site of the proposed action? X 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. X 10. Will the proposed action connect to an existing public/private water supply? NO YES If No,describe method for providing potable water: X 11.Will the proposed action connect to existing wastewater utilities? NO YES If No,describe method for providing wastewater treatment: A new,I/A OWTS sanitary X system is proposed. 12. a. Does the site contain a structure that is listed on either the State or National Register of Historic NO YES Places? b. Is the proposed action located in an archeological sensitive area? X X 13. a. Does any portion of the site of the proposed action,or lands adjoining the proposed action,contain NO YES wetlands or other waterbodies regulated by a federal,state or local agency? X b. Would the proposed action physically alter,or encroach into,any existing wetland or waterbody? X If Yes,identify the wetland or waterbody and extent of alterations in square feet or acres 14. Identify the typical habitat types that occur on,or are likely to be found on the project site. Check all that apply. ® Shoreline ❑Forest ❑Agricultural/grasslands ❑Early mid-successional ® Wetland ❑Urban ® Suburban 15.Does the site of the proposed action contain any species of animal,or associated habitats, listed NO YES by the State or Federal government as threatened or endangered? X 16. Is the project site located in the 100 year flood plain? NO YES X 17.Will the proposed action create storm water discharge,either from point or non-point sources? 0 j YES If Yes, a Will storm water discharges flow to adjacent properties? ❑NO❑YES b.Will storm water discharges be directed to established conveyance systems(runoff and storm drains)? If Yes,briefly describe: ❑NO❑YES Page 2 of 4 Cantrell, Elizabeth From: Kim Stephens <kstephens@enconsultants.com> Sent: Tuesday, September 15, 2020 2:48 PM To: Cantrell, Elizabeth Cc: Robert Herrmann Subject: 13350 New Suffolk Avenue Attachments: 13350 SEAF Page 2 of 4.pdf Elizabeth, We are submitting a corrected SEAF Page 2 of 4 with respect to item#7, although the Critical Environmental Area was correctly listed,the "X"was incorrect and inadvertently noted by the "No" rather than the "Yes." Best, Kim Kim Stephens En-Consultants 1319 North Sea Road Southampton, NY 11968 631-283-6360 631-283-6136 (fax) kstephens@enconsultants.com ATTENTION: This email came from an external source. Do not open attachments or click on links from unknown senders or unexpected emails. 5. Is the proposed action, Vfl YES N!A a. A permitted use under the zoning regulations? X b. Consistent with the adopted comprehensive plan? X 6. Is the proposed action consistent with the predominant character of the existing built or natural NO YES landscape? 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: Maurae:West Crcck,Kconic Bay&Enairuns,Rea.go Signilic:int coastal fish&wildlife habitat;Protect q mm vc ctatiran acetic,b routy,fi g?,nc_y.Sowhold"`own,Suffolk County.,Date:3-24-88,7-12-88 X �salulic kroc:altlr w:rotr<nt ITIT__ 8. a. Will the proposed action result in a substantial increase in traffic above present levels? NO YES X b. Are public transportation service(s)available at or near the site of the proposed action? X c. Are any pedestrian accommodations or bicycle routes available on or near site of the proposed action? X 9. Does thero os dWaction meet or exceed p p c d the state energy code requirements? NO YES If the proposed action will exceed requirements,describe design features and technologies- � X ._ _.....m..__................. 10. Will the proposed action connect to an existing public/private water supply? NO YES If No,describe method for providing potable water: X 11. Will......._...._._...._._. _. .�....,�_... _....... m�, �_.......mm the proposed action connect to existing wastewater utilities? NO YES If No,describe method for providing wastewater treatment: A.new,I/A OWTS sanitary _ .__-..mm X systern,is Loscd. 12.a. Do es the site contain a structure that is listed on either the State or National Register of Historic NO YES Places? b.Is the proposed action located in an archeological sensitive area? X X ...............- 13. a. Does any portion of the site of the proposed action,or lands adjoining the proposed action,contain NO YES wetlands or other waterbodies regulated by a federal,state or local agency? X b.Would the proposed action physically alter, or encroach into,any existing wetland or waterbody? X If Yes,identify the wetland or waterbody and extent of alterations in square feet or acres: _...._.. 14. Identifythe typical habitat types that occur on,or arc like! to be yp� yp y Wfound on the project site. Check all that apply. Shoreline El Forest 0 Agricultural/grasslands 0 Early mid-successional 10 Wetland El Urban 0 Suburban 15. Does the site of the proposed action contain any species of animal,or associated habitats, listed ' NO YES by the State or Federal government as threatened or endangered? X . - ._-. __. ._-...... ... .... .... 16. Is the project site located in the 100 year flood plain? NO YES ... X 17. Will the proposed action create storm water discharge,either from point or no Wm E ......-...�-_--_.........non-point sources? YES If Yes, a. Will storm water discharges flow to adjacent properties? NO El YES b. Will stonn water discharges be directed to established conveyance systems(runoff and storm drains)? If Yes,briefly describe: 0 NO El YES Page 2 of 4 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: X 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: X 20.Has the site of the proposed action or an adjoining property been the subject of remediation(ongoing or NO YES completed)for hazardous waste? If Yes,describe: X I AFFIRM THAT THE IN ORMATION PROVIDED ABOVE IS TRUE AND ACCURATE TO THE BEST OF MY KNOWLEDGE Applicant/sponsor name: E.Herrmann,Coastal Mgmt. Specialist Date: February 11,2020 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 1. Will the proposed action create a material conflict with an adopted land use plan or zoning regulations? 2. Will the proposed action result in a change in the use or intensity of use of land? 3. 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 establishment of a Critical Environmental Area(CEA)? 5. Will the proposed action result in an adverse change in the existing level of traffic or affect 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 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? 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 10. Will the proposed action result in an increase in the potential for erosion,flooding or drainage problems? 11. Will the proposed action create a hazard to environmental resources or human health? 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 I 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. ❑ Check 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. l ❑ Check 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. Name of Lead Agency Date 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) Page 4 of 4 Board of Trustees App> t, i AUTHORIZATION (Where the applicant is not the owner) I/We, _Greg Eicher Manager, 13350 New Suffolk LLC owners of the property identified as SCTM# 1000- 116-6-20.2 in the town of Southold . New York, hereby authorizes En-Consultants to act as my agent and handle all necessary work involved with the application process for permit(s) from the Southold Town Board of Trustees for this property. N/A P p Owner's Signature Property Owner's Signature Gre Eicher, Manager, 13350 New Suffolk, LLC SWORN TO BEFORE ME THIS DAY OF , 20,:vlv y Public KIM H , HTE NS NOTARY PUBLIC STATE OF NEW YORK COMMISSION NO , 5015931 OUALIFIEO IN SUFFOLK COUNTY EXPIRES AUGUST 2 , 20x -1 Board of Trustees Appl t, i AFFIDAVIT Greg Eicher, Manager, 13350 New Suffolk, LLC BEING 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 WORD 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 CONJUUNCTION 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. N/A 1 ture of Property Owner Signature of Property Owner Greg Eicher, Manager, 13350 New Suffolk, LLC SWORN TO BEFORE ME THIS 6�L DAY OF 20 tary Publi KIM H . STEPHENS NOTARY PUBLIC STATE OF NEW YORK COMMISSION N0 . 5015931 QUALIFIED IN SUFFOLK COUNTY EXPIRES AUGUST 7 . 20SPJ APPLICANT/AGENT/REPRESENTATIVE TRANSACTIONAL,DISCLOSURE FORM The Town of Southold's Code of Ethics rohibits conflicts of interest on the part of town officers and employees.The purpose of this form is to provide information which can alert the town of possible conflicts of mterest'and allow it to-take whatever action is necessary to avoid same. Greg Eicher,Manager YOUR NAME: 13350 New Suffolk,LLC (Last name,fust name,iiiddle 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 Variance Trustee X Change of Zone Coastal Erosion Approval of plat Mooring Exemption from plat or official map Planning Other (If"Other',name the activity.) Do you personally(or through your company,spouse,sibling,parent,or child)have a relationship with any offrcer'or employee of the Town of Southold? `'Relationship"includes by blood,Marriage,or business interest`Busines`s interest"means a business, including a partnership,in which the town officer oremployce has even a partial ownership of(or employment by)a corporation in which the town officer or employee owns more than 5%of the shares. YES NO 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): A)the o«mer of greater than 5%of the shares of the corporate stock of the applic4nt (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 42 da iof F-L 20X Signature �� Print Name Greg Eicber-Manager Form TS 1 13350 New Suffolk, LLC I APPLICANT/AGENT/REPRESENTATIVE TRANSACTIONAL DISCL®SURE FORM The Town of Southold's Code of Ethics prohibits conflicts of interest on the part of town officers and employees The ouroose 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: HPrrngnn Y]�n}wrt F (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 Variance Trustee X Change of Zone Coastal Erosion Approval of plat Mooring Exemption from plat or official map Planning Other (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,to which the town officer or employee has even a partial ownership of(or employment by)a corporation in which the town officer or employee owns more than 5%of the shares. YES NO X 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): A)the owner of greater than 5%of the shares of the corporate stock of the applicant (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 11th dao February 2020 Signature ° Print Name o Henn am Form TS 1 1. SufFoc� Glenn Goldsmith,President O�Q 0.G Town Hall Annex Michael J.Domino �� %- 54375 Route 25 John,M.Bredemeyer III y z P.O.Box 1179 A.Nicholas Krupski PIP? Southold,NY 11971 Greg Williams ?' p! Telephone(631)765-1892 Fax(631)765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD i August 27, 2020 Robert E. Herrmann — --- ----En-Consultants -- -- - -- -- — - - 1319 North Sea Road Southampton, NY 11968 - Re: Board of Trustees Application of 13350 New Suffolk, LLC , 13350 New Suffolk Avenue, Cutchogue SCTM# 1000-1.16-6-20.2'- To Whom It May Concern: You are receiving this letter as notice that, in accordance with the,Governor's Executive Order 202.1, this application is now scheduled-to be heard by the Southold Town Board of Trustees, via videoconferencing on Wednesday, September 16, 2020 beginning at 5:30 P.M. Please, continue to check the Town's website as the meeting date approaches for the latest meeting agenda and videoconferencing information. , Also enclosed is an informational notice regarding the videoconferencing meeting and how to access the online meeting. Please mail a copy of the informational notice along with all other required paperwork to each of the adjacent property owners, Please keep a copy of said informational notice for your records so that you can access the meeting in order to have a conversation with the Board during your application review. ery Trul Yours, , Glenn Goldsmith, President Board of Trustees l f l NOTICE TO ADJACENT PROPERTY OWNER BOARD OF TRUSTEES, TOWN OF SOUTHOLD In the matter of applicant: 13350 New Suffolk,LLC SCTM#1000-116-6-20.2 YOU ARE HEREBY GIVEN NOTICE: 1. That it is the intention of the undersigned to request a Permit from the Board of Trustees to: Demolish existing 2-story,3,420 sf dwelling(located 65 feet from wetlands to north and 73 feet from wetlands to south)and 1,885 sf attached deck(located 54 feet from wetlands to south),and construct a new two-story,3,287 sf single-family dwelling(located 75 feet from wetlands to north and south)with a 2,355 sf raised masonry patio/steps (located 61 feet from wetlands to south)and 639 sf swimming pool(located 79 feet from wetlands to south),install a 144 sf raised entry patio beneath 2nd story overhang with 14'x 14'steps to 580 sf on-grade paver courtyard;install concrete pad for pool equipment and pool enclosure fencing;install a drainage system of drywells to collect roof runoff and pool backwash;install new pervious gravel driveway and parking area;remove existing nonconforming septic system located 80 from wetlands to south,and install new I/A OWTS sanitary system located at least 100 feet from wetlands to north and south,disturb/clear+/-6,191 sf area for purpose of demolishing existing dwelling and constructing proposed structures,temporarily disturb/clear+/-6,205 sf portion of naturally vegetated area to west of dwelling to enable installation of sanitary system,and restore same area with native plantings required for successful functioning of system,all as depicted and described on the site plan prepared by Jeffrey T.Butler,P E,P C,dated October 24,2019 2. That the property which is the subject of Environmental Review is located adjacent to your property and is described as follows: 13350 New Suffolk Avenue,Cutchogue 3. That the project which is subject to Environmental Review under Chapters 96,111 and/or 275 of the Town Code is open to public comment on: DATE: Wed, Sept. 16,2020 @ 5:30 PM via Zoom(meeting access info attached) You may contact the Trustees Office at 765-1892 or in writing. The above-referenced proposal is under review of the Board of Trustees of the Town of Southold and does not reference any other agency that might have to review same proposal. 13350 New Suffolk,LLC c/o Greg Eicher,Manager PROPERTY OWNERS NAME: 110490 SW Eastridge Street, Suite 110E MAILING ADDRESS: Portland,OR 97225 PHONE #: 516-650-3957 AGENT: En-Consultants MAILING ADDRESS: 1319 North Sea Road, Southampton,NY 11968 PHONE #: 631-283-6360 Enc: Copy of sketch or plan showing proposal for your convenience. i PROOF OF MAILING OF NOTICE ATTACH CERTIFIED MAIL RECEIPTS Name: Address: SCTM#1000-116-6-17.1 9201 Foster Street,Apt. 141A, Marion&Clifford Case,Jr.;c/o David Case Overland Park,KS' 66212 SCTM#1000-116-6-21.1 P.O.Box 285 Nancy Marshean&Ernest Case Cutchogue,NY 11935 SCTM#1000-116-6-22.2 P.O.Box 1179 Town of Southold Southold,NY 11971 SCTM#1000-116-2-23 13555 New Suffolk Avenue Deborah&Sydney Dufton III Cutchogue,NY 1935 SCTM#1000-134-2-1 State of New York Dept. of Environwmtal Conservation 50 Circle Road Stony Brook, NY 11790 STATE OF NEW YORK COUNTY OF SUFFOLK Robert E.Hemnann doing business at En-Consultants 1319 North Sea Road Southampton,NY 11968 being duly sworn, deposes and says that on the 8th day of September ,20 20 , deponent mailed a true copy of the Notice set forth in the Board of Trustees Application, directed to each of the above named persons at the addresses set opposite their respective names; that the addresses set opposite the names of said persons are the address of said persons as shown on the current assessment roll of the Town of Southold; that said Notices were ailed at the United States Post Office at Southampton , that said Notices were M 1 d to each of said persons by (certified)( rsoeQvd� mail. Robert E.Hemn Coastal Managment Specialist Sworn to before me this 8th day o eptember ,2020 KIM H . STEPHENS NOTARY PUBLIC STATE OF NEW YORK COMMISSION NO . 501593 Notary is QUALIFIED IN SUFFOLK COUN, EXPIRES AUGUST 2 , 20,;�j 1 IU.S. •oPostaT. /jig I CERTIFIED o ® o ■ 11:0 .. ,r. • liliv !Ir U IS Cr rq Certified Mad Fee r:j Cerhfied Mad Fee C�0�p Extra Services&Fees(check box,add fee as appropnate) .� � Extra Services&Fees(check box,add tee es appropriate) Return Receipt(hardcopy) $ ❑Return Receipt(hardcopy) $ COO ❑Return Receipt(electronic) $ i O PoStmar'k��} O Return Receipt(electronic) $❑Certified Meil Restricted Delivery $ ISCP H rriatV O ❑Certified Mail Restricted Delivery $I O ❑Adult Signature Required $ 0 ❑Adult SignatureRegwred $❑AdultSignatureRestrictedDelivery$ ❑Adult SignatureRestrictedDelivery$p Postage i p Postage . Total PcTotal Pas �1 n- Sent Td Marion& Clifford Case,Jr. $ Nancy Marshean &Ernest Case Q Sent To c/o David Case a P.O. Box 285 O S"vest a "---_""-- O Street ani- r. 9201 Foster Street,Apt. 141A r- Cutchogue,NY 11035 ciy sr Overland Park,KS 66212 -------- c,ry,"siail Postal ■ AIL@'AECEIPT CERTIFIED o RECEIPT it -mooFor delivery i I �� t3Domestic Mail Only— • r w�� �£ ! r �r Z• ( (f�� /'�site at • -0 f",,,! �' •-r.-tt t..".3• �'... .} � �+'� e j"t, "j- • •K nmd 0as.r' ii 1)M ;' J fs•' ......;s `uc+' t.,� (i".,y i,„.r (" ,Wt rq Certified Mal Fee Certified Mail Fee 'b $ ��1�A ?A� ,a $ �p Extra Services&Fees(checkbox,add fee as appropriate) .„ -,,,may ,�- s.. 1 ❑Return Receipt(hardcopy) $ " '-_ r, ® Extra Services&Fees(checkbox add fee as eppropnate) ® L - 2 ❑Return Receipt(hardcopy) $ SSt- 8 `)D ❑ Return Receipt(electronic) $ ostm_ark r-1 C 1- ❑Certified Mail Restricted Delivery $ H��® o Return Receipt(electronic) ry $ ` Posturer ❑Adult Signature Required $ 'uS_r" 2® Certified Mail Restricted Delivery $ \ \ Here C3 ❑Adult Signature Required $ E]Adult Signature Restricted Delivery$ ,, ��' ,n^4 i []Adult Signature Restricted Delivery$ !Jc p Postage ,9 ' r Postage \�A`� Cs $ c��m��45 �' $ - - 1 r�-31 Totar, _ __ ` Total Po: $ I Er Sent Town of Southold f[r SentTo Deborah& Sydney Dufton III r C3 suer P.O. Box 1179 i O Street an 13555 New Suffolk Avenue i------- I----------- I r-- Ulf; Southold,NY 11971 city;sr"t Cutchogue,NY 11935 ire•a ■ , A O ■ ■ rr I. ra Certified Mad Fee _Extra Services&Fees(checkbox,add fee as appropriate) co S�� ry�0pp�� ❑ ®Return Receipt(hardcopy) $ O ❑Return Receipt(electronic) $ Postmark Q ❑Certified Mail Restricted Delivery $ Here r3 Adult Signature Restricted d Delivery$ �9 4 []Adult p Postage Total Posta rq $ State of New York 0, SentTo a Dept. of Environmental Conservation o sieei andE �----- (� 50 Circle Road cfiy stale:, Stony Brook,NY 11790 .r S FFU(X Glenn Goldsmith,President Town Hall Annex Michael J.Domino �0 l'�� 1 54375 Route 25 John M.Bredemeyer III coz P.O.Box 1179 A.Nicholas Krupski o Southold,NY 11971 Greg Williams 'R r4 Telephone(631)765-1892 Fax(631)765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD BOARD OF TRUSTEES: TOWN OF SOUTHOLD ----------------=--------------------------------=------------- In the Matter of the Application of 13350 NEW SUFFOLK,LLC COUNTY OF SUFFOLK STATE OF NEW YORK AFFIDAVIT OF POSTING THIS FORMIS TO BE COMPLETED AFTER POSTING REMAINS INPLACE FOR AT LEAST SEVEN DAYS PRIOR TO THE PUBLIC HEARING DATE 1, Robert E. Herrmann , residing at/dba Err`-Cbnsultants 1319 North Sea Road, Southampton, NY 11%8 being duly sworn, depose and say: That on the 8th day of September , 20 20 , 1 personally posted the property known as 13350 New Suffolk Avenue,, Cutchogue; SCIM 1000-116-6--20.2 by placing the Board of Trustees official noticing poster where it can easily be seen from the street, and that I have checked to be sure the noticing poster has remained in place for seven days immediately preceding the date of the public hearing. Date of hearing noted thereon to be held Wednesday, September 16,2020. Dated: (signature Sworn to before me this /6-kday or 2000 KIM H . STEPH€NH NOTARY PUBLIC STATE OF NEW YORK 4NoaryyWM1c COMMISSION N0 . 5015931 QUALIFIED IN SUFFOLK COUNTY EXPIRES, AUGUST 2 , 20g� • � r 1 y Sul•FI���1 ,_ _ Glenn Goldsmith,President O�Q- 100, Town Hall Annex Michael J.Domino �� y� 54375 Route 25 John M.Bredemeyer III o =t P.O.Box 1179 A.Nicholas Krupski y Southold,NY 11971 Greg Williams y ® p! Telephone(631)765-1892 ��� �a Fax(631)765-6641 • BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD WORK SESSION_ & PUBLIC HEARINGS WEDNESEDAY, SEPTEMBER 16, 2020 5;OOPM & 5:30PM A Regular Work Session and Public Board Hearings of the SOUTHOLD TOWN BOARD OF TRUSTEES will be held on Wednesday, September 16, 2020 with the Work Session beginning at 5:OOPM and Public Hearings beginning at 5:30PM. Pursuant to Executive Order 202.1 of New York Governor'Andrew Cuomo in-person access by the public will not be permitted. Town residents are invited to attend the public meetings virtually via the Zoom online platform on Wednesday, September 16, 2020 with the Regular Work Session beginning at 5:OOPM, and the Public Board Hearings beginning`-at 5:3,OPM: t The public will have access to view and listen-to the meeting as it is happening via Zoom. If you do not have access to a computer or smartphone, there is an option to listen in via telephone. Further details about how to tune in to the meeting are on the Town's website at https://www.southoldtownny..qov/calendar or all the Board of Trustees office at (631) 765-1892 Monday through Friday between the hours,of 8:OOAM —4:OOPM. Options for public attendance: • Online at the website zoom.us, click on "join a meeting" and enter the information below. Zoom Meeting ID: 910 7289 9663 Password: 151944 Telephone: Call 1(646) 558-8656 Enter Meeting ID and Password when prompted (same as above). In order to "request to speak"when the application you are interested in has begun, please press *9 on your phone and wait for someone to acknowledge your request. To view the application files please visit: https://www.southoldtownnV.gov At the bottom of the picture on the main screen click on the second button from the right "Town Records, Weblink/Laserfiche"; go to bottom of page and click on "pg. 2"; click on "Trustees" folder; click on "Applications"; click on "Pending"; all files are listed by name in alphabetical order. Click on the name of the application to view the file. NOTICE OF HEARING NOTICE IS HEREBY GIVEN that a Public Hearing concerning this property will be held by the Southold Town Board of Trustees via the online Zoom platform. OWNERS) OF RECORD: 13350 New Suffolk, LLC SUBJECT OF PUBLIC HEARING: For a Wetland Permit to demolish existing two-story, 3,420sq.ft. dwelling (located 65' from wetlands to north and 73'from wetlands to south), and 1,885sq.ft. attached deck (located 54' from wetlands to south), and construct a new two-story, 3,287sq.ft.single-family dwelling (located 75'from wetlands to north and south) with a 2,355sq.ft. raised masonry patio/steps (located 61' from wetlands to south),and 639sq.ft. of swimming pool (located 79' from wetlands to south); install a 144sq.ft. raised entry patio beneath second-story overhang with 14'x14'steps to 580sq.ft. of on-grade paver courtyard; install concrete pad for pool equipment and pool enclosure fencing; install a stormwater drainage system of leaching chambers and a pool drywell; install new pervious gravel driveway and parking area; remove existing nonconforming septic system located 80'from wetlands to south, and install new I/A OWTS sanitary system located at least 100'from wetlands to north and south;disturb/clear±6,191sq.ft. area for purpose of demolishing existing dwelling and constructing proposed structures; re-grade using approximately 116 cubic yards of clean sandy fill to be trucked in from an approved upland source; temporarily disturb/clear±6,626sq.ft. portion of naturally vegetated area to west of dwelling to enable installation of sanitary system, and ±618sq.ft. portion of naturally vegetated area to east of dwelling to enable installation of drainage system, and restore both areas with native plantings. Located 13305 New Suffolk Avenue, Cutchogue. SCTM# 1000-116-6-20.2 TIME & DATE OF PUBLIC HEARING: Wednesday, September 16, 2020 — at or about 5:30P.M. To access the Zoom meeting please see the meeting agenda located in the Trustees section of the Town website. If you have an interest in this project, you are invited to view the Town file(s) through the Southold Town website. To view the application files please visit: https://www.southoldtownny.gov At the bottom of the picture on the main screen click on the second button from the right "Town Records, Weblink/Laserfiche"; go to bottom of page and click on "pg. 2"; click on "Trustees" folder; click on "Applications"; click on "Pending"; all files are listed by name in alphabetical.order. Click on the name of the application to view the file. BOARD OF TRUSTEES *TOWN OF SOUTHOLD * (631) 765-1892 aa � Town of Southold Erosion, Sedimentation & Storm-Water Run-off ASSESSMENT FORM `b PROPERTY LOCATION: S.C.T.MA THE FOLLOWING ACTIONS MAY REQUIRE THE SUBMISSION OF A Q� 1000 116 6 20.2 STORM-WATER,GRADING,DRAINAGE AMP EROSION CONTROL PLAN rII s rE RT Section Block Lot CERTIFIED BY A DESIGN PROFESSIONAL IN THE STATE OF NEW YORK. SCOPE OF WORK - PROPOSED CONSTRUCTION ITEM#/WORK ASSESSMENT Yes No a.What is the Total Area of the Project Parcels? 1 Will this Project Retain All Storm-Water Run-Off (include Total Area of all Parcels located within 89,795 sf Generated by a Two(2")Inch Rainfall on Site? Elthe Scope of work for Proposed Construction) (This item will include all run-off created by site b,What is the Total Area of Land Clearing (S.F./Acres)) clearing and/or construction activities as well as all and/or Ground Disturbance for the proposed +/-24,365 sf Site improvements and the permanent creation of construction activity? (S F/Acres) impervious surfaces) 2 Does the Site Plan and/or Survey Show All Proposed F PROVIDE BRIEF PROJECT DESCRIPTION(Provide Additional Pages as Needed)) Drainage structures Indicating Size&Location?This item shall include all proposed Grade Changes and See attached project description. Slopes Controlling Surface Water Flow, 3 Does the Site Plan and/or Survey describe the erosion \ F and sediment control practices that will be used to control site erosion and storm water discharger.This Item must be maintained throughout the Entire Construction Period 4 Will this Project Require any Land Filhn ,Grading or Excavation where there is a change to to Natural Existing Grade involving more than 200 Cubic Yards of Material within any Parcel? 5 Will this Application Require Land DisturbingActivities Encompassing an Area in Excess of Five Tousand (5,000 S.F.)Square Feet of Ground Surface? 6 Is there a Natural Water Course Running through the Site?Is this Project within the Trustees jurisdiction General DEC SWPPP Requirements or within One Hundred(100')feet of a Wetland or Submission of a SWPPP is required for all Construction activities involving soil Beach? disturbances of one(1)or more acres.including disturbances of less than one acre that 7 Will there be Site preparation on Existing Grade Slopes Elare part of a larger common plan that will ultimately disturb one or more acres of lands; which Exceed Fifteen(15)feet of Vertical Rise to Including Construction activities involving soil disturbances of less than one(1)acre where One Hundred(100')of Horizontal Distance? the DEC has determined that a SPDES permit is required for storm water discharges- Q (SWPPP's Shall meet the Minimum Requirements of the SPDES General Permit O Will Driveways,Parking Areas or other impervious for Storm Water Discharges from Construction activity-Permit No.GP-0-10-001.) Surfaces be Sloped to Direct Storm-Water Run-Off D 1 The SWPPP shall be prepared prior to the submittal of the NOI The NOI shall be into and/or in the direction of a Town right-of-way? submitted to the Department prior to the commencement of construction activity 2 The SWPPP shall describe the erosion and sediment control practices and where 9 Will this Project Require the Placement of Material, 1:1required,post-construction storm water management practices that will be used and/or Removal of Vegetation and/or the Construction of any constructed to reduce the pollutants in storm'water discharges and to assure Item Within the Town Right-of-Way or Road Shoulder compliance with the terms and conditions of this permit In addition,the SWPPP shall Area?(This item will NOT include the installation of Driveway Aprons) identify potential sources of pollution which may reasonably be expected to affect the quality of storm water discharges NOTE If Any Answer to Questions One through Nine is Answered with a Check Mark 3 All SWPPPs that require the post-construction storm water management practice in a Box and the construction site disturbance is between 5,000 S F &1 Acre in area, component shall be prepared by a qualified Design Professional Licensed in New York a Storm-Water,Grading,Drainage&Erosion Control Plan is Required by the Town of that is component sknowledgeablelbein theprinciples and radices of Storm Water Licensed in Southold and Must be Submitted for Review Prior to Issuance of Any Building Permit. P g (NOTE A Check Mark(X)and/or Answer for each Question is Required for a Completed Application) STATE OF NEW YORK, COUNTY OF Suffolk SS That I, Robert E.He=ann - being duty sworn,deposes and says that he/she is the applicant for Permit, (Name of individual signing Document) And that he/she is the -Agent-for-Owner - ---- ----------------------------------------------------------------------------------------------------------------- (Owner,Contractor,Agent,Corporate Officer,etc Owner and/or representative of the Owner or Owners,and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his knowledge and belief;and that the work will be performed in the manners set forth in the application filed herewith. Sworn to before me this; 1lt day f--February 20 20 Notary IC ___- _ KIM H . S F_U B L I S -- -------- - -- -- -- ---------------- - - a re of Applicant) FORM - 06/10 COMMISSION NO , 5015931 DUALIFIED IN SUFFOLK COUNTY EXPIRES AUGUST 2 . 20P-1 PROJECT DESCRIPTION FOR 13350 NEW SUFFOLK,LLC 13350 NEW SUFFOLK AVENUE CUTCHOGUE,NY SCTM#1000-116-6-20.2 Demolish existing 2-story, 3,420 sf dwelling (located 65 feet from wetlands to north and 73 feet from wetlands to south) and 1,885 sf attached deck (located 54 feet from wetlands to south), and construct a new two-story, 3,287 sf single-family dwelling (located 75 feet from wetlands to north and south) with a 2,165 sf raised masonry patio/steps (located 61 feet from wetlands to south) and 830 sf swimming pool (located 75 feet from wetlands to south); install a 144 sf raised entry patio beneath 2nd story overhang with 14' x 14' steps to 580 sf on-grade paver courtyard; install concrete pad for pool equipment and pool enclosure fencing; install a drainage system of drywells to collect roof runoff and pool backwash; install new pervious gravel driveway and parking area; remove existing nonconforming septic system located 80 from wetlands to south, and install new UA OWTS sanitary system located at least 100 feet from wetlands to north and south; disturb/clear +6,191 sf area for purpose of demolishing existing dwelling and constructing proposed structures; temporarily disturb/clear+6,205 sf portion of naturally vegetated area to west of dwelling to enable installation of sanitary system, and restore same area with native plantings required for successful functioning of system, all as depicted and described on the site plan prepared by Jeffrey T.Butler,P.E., P.C., dated October 24, 2019. ,1 Town of Southold h "f LWRP CONSISTENCY ASSESSMENT FORM , A. -I-NSTRUCTIONS 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 ass essment•is.intended to supplement other information used by a Town of Southold agency in making a determination of consistency.-*Except minor exempt actions including Building Permits and other ministerial permits not located within the Coastal Erosion Hazard Area. 2. Before answering the questions in Section C, the preparer of this form should review the exempt minor action list, policies and explanations of each policy contained in' the Town of Southold Local Waterfront Revitalization Program. A proposed action will be evaluated as to its significant beneficial and adverse effects upon the coastal area (which includes all of Southold Town). •If any question in Section C on this form is answered "yes" or "no", then the proposed action will affect the achievement of the LWRP policy standards and conditions contained in the consistency review law. Thus, each answer must be explained in detail, listing both supporting and non- supporting facts. If an action cannot be certified as consistent with the LWRP policy standards and conditions, it shall not be undertaken. A copy of the LWRP is available in the following places: online at the•Town of Southold's website (southoldtown.northfork.net), the Board of Trustees Office, the Planning Department, all local libraries-and the Town Clerk's office. B. DESCRIPTION OF SITE AND PROPOSED ACTION SCTM# 116 - 6 _ 20.2- PROJECT NAME 13350 New Suffolk,LLC The Application has been submitted to (check appropriate response): Town Board ❑ Planning Board❑ Building Dept. "❑ Board of Trustees 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: Demolish existing 2-story,3,420 sf dwelling(located 65 feet from wetlands to north and 73 feet from wetlands to south)and 1,885 sf attached deck(located 54 feet from wetlands to south),and construct a new two-story,3,287 sf single-family dwelling(located 75 feet from wetlands to north and south)with a 2,165 sf raised masonry patio/steps(located 61 feet from wetlands to south)and 830 sf swimming pool(located 75 feet from,wetlands to south);install a 144 sf raised entry patio beneath 2nd story overhang with 14'x 14' steps to 580 sf on-grade paver courtyard;install concrete pad for pool equipment and pool enclosure fencing;install a drainage system of drywells to collect roof runoff and pool backwash;install new pervious gravel driveway and parking area;remove existing nonconforming septic system located 80 from wetlands to south,and install new UA OWTS sanitary'system located at least 100 feet from wetlands to north and south;,disturb/clear+/-6,191 sf area for purpose of demolishing existing dwelling and constructing proposed structures;temporarily disturb/clear+/-6,205 sf portion of naturally vegetated area to west of dwelling to enable installation of sanitary system,and restore same area with native plantings required for successful functioning of system,all as depicted and described on the site plan prepared by Jeffrey T.Butler,P.E.,P.C.,dated October 24,2019. Location of action: 13350 New Suffolk Avenue,Cutchogue Site acreage: 89,795 sf Present land use: Residential,single family dwelling Present zoning classification: R-40 2. If an application for the proposed:action has been filed with the Town of Southold agency, the following information shall be provided: (a) Name of applicant: 13350 New Suffolk,LLC (b) Mailing address: c/o Greg Eicher,Manager 10490 SW Eastridge Street, Suite 110E,Portland,OR 97225 (c) Telephone number: Area Code 516-650-3957 (d) Application number, if any: Will the action be directly undertaken, require funding, or approval by a state or federal agency? Yes ® No❑ If yes, which state or federal agency? NYSDEC(Tidal Wetlands) 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 ® Not Applicable I. • 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 l 1. 1 i Attach additional sheets if necessary Policy 3. Enhance visual quality and protect scenic resources throughoutthe Town of Southold. See LWRP Section III- Policies Pages 6 through,Tfor evaluation criteria ❑Yes ❑ No ® 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 8 through 16 for evaluation criteria ® Yes ❑ No ❑ Not Applicable The new dwelling will be constructed in accordance with all current FEMA construction standards,with a_first floor elevation one foot higher than the existing,making the new structure safer and better protected from potential flood damage. 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 See attached addendum. 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 LWRP ADDENDUM FOR 13350 NEW SUFFOLK,LLC 13350 NEW SUFFOLK AVENUE CUTCHOGUE,NY SCTM#1000-116-6-20.2 Policies 5 &6 The proposed project, which seeks to replace an existing dwelling and deck with a new, modernized, energy-efficient dwelling with a raised terrace and swimming pool, will have a net beneficial impact on the surrounding shoreline and tidal wetland ecosystems, including potential improvements to groundwater and surface water quality, as a result of the below described design features and mitigation measures. A) Project Design 1) The new dwelling would be constructed in accordance with all current FEMA construction standards, with a first floor elevation one foot higher than the existing, making the new structure safer and better protected from potential flood damage. 2) Town-defined lot coverage would increase only from 8.8 to 10.9 percent as a result of the overall project; and the 3,287 sf habitable footprint of the proposed dwelling represents a 133 sf decrease from the 3,420 sf habitable footprint of the existing dwelling. 3) The new dwelling will be situated farther from wetlands than the existing dwelling,both from the tidal waters of Great Peconic Bay to the south and from the offsite vegetated tidal marsh located to the north of "Lois Lane." Specifically, the following wetland setbacks are achieved with minimum change to the presently developed footprint of the property: a. The minimum wetlands setbacks from the habitable dwelling structure will increase by 10 feet (from 65 to 75) to the northerly wetland boundary and by 2 feet (from 73 to 75)to mean high water to the south. b. The wetland setback from mean high water to the proposed bayside terrace/steps will increase by 7 feet to 61 feet from the 54' setback to the existing bayside deck. c. The proposed swimming pool will be located 75 feet from wetlands, 25 feet more than the setback required pursuant to Section 275-3(D)(1)(a)(5). B) Mitigation measures 1) The existing nonconforming septic system, which is located approximately 80 feet from the surface waters of Great Peconic Bay, will be replaced with a low-nitrogen, innovative/alternative sanitary system(UA OWTS) located at least 100 feet from both surface waters and the vegetated wetland to the north. Unlike conventional septic systems, the UA OWTS is designed to significantly reduce nitrogen loading into the groundwater table and ultimately surface waters. And the site conditions here are perfectly suited for the proper functioning of the proposed leachate absorption field because the geotextile sand filter system, once installed, requires an undisturbed sandy cover which a) allows evapotranspiration and oxygen exchange for better effluent treatment; and b) can be inhabited � 1 } 00 I by native grasses with extensive root systems that inhibit erosion but do not grow deeply or densely enough to clog and inhibit the functioning of the system. Thus, an approximately 6,205 sf portion of naturally vegetated grassland to the west of the dwelling will be temporarily disturbed/cleared to enable installation of the absorption field and subsequently restored and replanted with native grasses to be left undisturbed. 2) A drainage system consisting of leaders, gutters, and drywells will be installed to collect and recharge roof runoff and pool backwash. 3) The proposed driveway and parking areas will be comprised of pervious gravel surfaces. 4) A project limiting fence will be installed to contain site disturbance and potential surface runoff during construction. 1 See attached addendum. Attach additional sheets if necessary Policy 7. Protect and improve air quality in the Town of Southold. See LWRP Section III - Policies Pages 32 through 34 for evaluation criteria. ❑ Yes [:] No® Not Applicable 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, Yes No® Not Applicable Attach additional sheets if necessary WORKING COAST POLICIES Policy 10. Protect South; , ai's water-dependent uses andromot s tin of new water-dependent uses in suitable locations. See LWRP Section III - Policies; Pages47through 56 for evaluation criteria. ❑ Yes ❑ No ® Not Applicable Attach additional sheets if necessary Policy 11. Promote sustainable use of living marine resources in Long Island Sound, the Peconic Estuary and Town waters. See-LWRP Section III - Policies; Pages 57 through 62 for evaluation criteria. ❑ Yes ❑ No ® Not Applicable Attach additional sheets,if necessary Policy 12. Protect agricultural lands in the Town of Southold. See LWRP Section III - Policies; Pages 62 through 65 for evaluation criteria. ❑ Yes ❑ No ® Not Applicable 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 PREPARED BY TITLE Coastal Management Specialist DATEFebftmry 11,2020 Robert K HWrjrnann Amended on 811105 1 j L',l EN-CONSULTANTS February 11, 2020 Town of Southold Board of Trustees 54375 Main Road Post Office Box 1179 F E 6 1 8 2020 Southold,New York 11971 Re: 13350 New Suffolk, LLC 13350 New Suffolk Avenue, Cutchogue SCTM#1000-116-6-26-2 /9 y- Dear Board of Trustees: In regard to the above referenced property, enclosed are the following for the Board of Trustees review: 1. Four(4)Wetland Permit Applications including: a) Authorization&Disclosure Forms; b) Transactional Disclosure Form for agent; c) Short Environmental Assessment Form; d) LWRP Consistency Assessment Form. 2. Articles of Organization for 13350 New Suffolk, LLC. 3. Site Plan prepared by Jeffrey T. Butler,P.E.,P.C., dated October 24,2019. 4. Survey prepared by Fox Land Surveying, last dated December 4, 2019. 5. One(1) set of site photographs. 6. Application fee of$250.00. I hope this information shall allow you to process our permit request. Should any additional information be required,please do not hesitate to contact our office. Since el , r Robert . Herrmann Coastal Management Specialist /khs Enc. 1319 North Sea Road Southampton,New York 11968 p 631283 6360 f 631.283.6136 wvvwenconsultants.com environmental consulting