Loading...
HomeMy WebLinkAboutAffinito, David Glenn Goldsmith,President ®F s®(�r�® Town Hall Annex 54375 Route 25 A. Nicholas Krupski,Vice President ® h ® P.O. Box 1179 Eric Sepenoski Southold, New York 11971 Liz Gillooly c� Telephone(631) 765-1892 Elizabeth Peeples �� Fax(631) 765-6641 cou 11 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD April 17, 2023 Robert E. Herrmann En-Consultants 1319 North Sea Road Southampton, NY 11968 RE: . DAVID & ALLISON AFFINITO 1675 PINE NECK ROAD, SOUTHOLD SCTM#: 1000-70-5-42 Dear Mr..Hermann: The Southold Town Board of Trustees reviewed your letter dated March 23, 2023, along with the survey prepared by Nathan Taft Corwin III Land Surveyor, last dated September 28, 2022, and the site plan prepared by Jeffrey T. Butler, P.E., P.C., dated March 2, 2023; and determined that the proposed upgrade to the existing sanitary system in connection with the addition of a half-bathroom to an existing accessory garage (and an outdoor shower located outside thereof), is out of the Wetland jurisdiction under Chapter 275 of the Town Wetland Code and Chapter 111 of the Town Code. Therefore, in accordance with the current Wetlands Code (Chapter 275) and the Coastal Erosion Hazard Area (Chapter 111) no permit is required. Any construction activity or disturbance seaward of the limit of Trustee jurisdiction will require an application for full permit. Additionally, any structure proposed seaward of the line of jurisdiction will require a permit as well. With any future permits it would be looked favorably upon if there was a plan for tree replacement and a non-turf buffer. Please be advised, however, that no clearing, no removal of vegetation, no cut or fill of land or removal of sod, no construction, sedimentation, or disturbance of any kind may take place within 100' landward from the top of the bluff, or seaward of the tidal and/or freshwater wetlands jurisdictional boundary or seaward of the coastal erosion hazard area as indicated above, without further application to, 2 and written authorization from, the Southold Town Board of Trustees pursuant to Chapter 275 and/or Chapter 111 of the Town Code. It is your responsibility-4o ensure that all necessary precautions are taken to prevent any sedimentation or other alteration or disturbance to the ground surface or vegetation within Tidal Wetlands jurisdiction and Coastal Erosion Hazard Area, which may result from your project. Such precautions may include maintaining adequate work area between the tidal wetland jurisdictional boundary and the coastal erosion hazard area and your project or erecting a temporary fence, barrier, or hay bale berm. This determination is not a determination from any other agency. If you have any further questions, please do not hesitate to call. Sincerely, r i Glenn Goldsmith, President Board of Trustees GG:dd SURVEY OF FLOATING WOOD DOCK . jO C LO 5 KEY C'REK2 ; _ < MAP OF PROPER TY OF METAL } C . WELLS PHILLIPS S 89047'40" E RAMP ' FILE No. 297 FILET) NOVEMBER 6, 1909 58.85 FIXED 79°523/ 7 SITUATE TIE LINE ALONG APPARENT WOOD DOCK ,. S 0 U�'H 0 LD HIGOCTOBER 21, 2020 2020 � �5' #2 ELL WF 3 - WF#WF#5 wF#s 3— ,moo TOWN O F S O U T H O L D WF CONC. BLOCK WALL �5.,� -A_- -, , i �oOS W�1�, SUFFOLK COUNTY, NEW YORK M — jCE ,� I / °?�' ae°�� " S.C. TAX No. 000-70-05-42 o.s'W. o.z e .Z `l ooN r IL o0 10— w8. °�R SCALEi 1 "=30' WF#12 Nia- - -� B ��j�� I > WF#13 APRIL 50, 2009 TOP OF SLOPE ,kms,_o �'O /� APRIL 17, 2015 UPDATE SURVEY CONC. 875ZLOCK WOLL BW \ OCTOBER 21, 2020 UPDATE SURVEY TW FENCE W 9 '� SEPTEMBER 28, 2022 UPDATE SURVEY WVI I �� O.L. i"- 75_e<5' 14 13.0 \ \\ \ 36.3 AREA = 47,904 sq. ft. FENCE (TO TIE LINE) 1.100 ac. D N N z0 Oo \ � 2.0'W. I m(A �, \ Wo \ CERTIFIED T0: / X �o�\ �� DAVID AFFINITO A/c o'I� C: ' sN \ HW ALLISON AFFINITO 1s— '" 7.9' wODD \ _� FIDELITY NATIONAL TITLE INSURANCE COMPANY STEPS \� JPMORGAN CHASE BANK, N.A. OPANE FFL.16.8 °1 OOp n TANK N 18.8' �} NOTES: 15.8' 12.9 34.3'j' 1. ELEVATIONS ARE REFERENCED TO N.A.V.D. 1988 DATUM a 14� 2�f— D'W047ED EXISTING ELEVATIONS ARE SHOWN THUS:5.0 WOOD PORCH S�U1RE EXISTING CONTOUR LINES ARE SHOWN THUS: — — — — —s— — — — — F.FL. - FIRST FLOOR �QQ\ WIRE WOOD \ G.FL. - GARAGE FLOOR WALK STEPS 10 T.W. - TOP PiTOF OF WALL ',11 efv /��_. 2. WELL LOCATIONS AS PER PROPERTY OWNER. POLE • ; •4 �'O�G` .11.9 '•.4F - -12 fL Oe TEST HOLE -' ..'0. ` 1�0 \—� ° 1 s WOOD PLAY SET fTO '. FENCE + _ -14 U w WELL 150' FENCE O.L. o .2 - - • �'m ;IL�c4,, 4 GUY IRE ELL METgIC UTILITYOLE q w'N W T _ 81.1' Un POLE 16 Cj 0 r, • .-4C�9 C9N,' ZO O• • 1+ O O�i4 Q Orr , ELECd1'tIC & V w z a TELECOM-LIN, z 18- G.FL. g • •., ,� �,w J J3 , 24.3' ST E EDGING:4 :' 04 4 L+J Li ""'A paL O '�� O z 2 I I PTIOPB O 16.8 Ld Z .�• �\ dd o y 3 UTIL" 1 AL1 's 0p a 4a? 4'gj ' z POLE 0 I r I rrz _O I LJ 43I I g I & •;.� o a TEST HOLE DATA o IYri (TEST HOLE DUG BY McDONALD GEOSCIENCE ON JUNE 8, 2022) I a � 5? e •y� 0. �!I DARK'BROWN LOAM OL O '. ;1 BROWN SILTY SAND SM 4. I 9 . PALE BROWN FINE TO COARSE SAND SW I W I z GROUND WATER 10.9' II , WATER IN " I PALE BROWN FINE TO COARSE SAND SW I 4° i * W 17' e" LI11 POLE S e., I LIL #1sA a w o 'J '•. W LL O I Z . UTILITY LIL #14AOLL t •' z z � a a Iw LU i� 13 W l , WELL INSIDE HOUSE O �/ I '.4• O I 3 00 I �i o I • : � I ON O POST do RAIL < 0 FENCE Q•7N' . 0.4'E I ' FENCE 0.2W. Z7.6 OST d� RA' FENCE ` O F No STONE POST ec RAIL FENCE M N. 0.5 N• 6 •. SOLE 14' _i��ERHEAp W1R� o.-POST 699• PREPARED IN ACCORDANCE WLTH THE MINIMUM POLE S f STANDARDS FOR TITLE SURVEYS AS ESTABLISHED i' : ! •° N BOX - BY THE L.IAL.S. AND APPROVED AND ADOPTED . •. •.'. �•. ' • 85°30'00" yy .•�� -UTILITY•"� • ; • .. .. 2�q FOR SUCH USE BY THE NEW YORK STATE LAND "�' :.. • + . 4." 4 r; L 0 0.0 0 `. EDGE OF PINE TITLE ASSOCIATION. .y • , . PAVEMENT NECK .' ROAD AD PUBLIC WATER IN STREET DWELLING J . PUBLIC WATER DWELLING .I PUBLIC WATER DWELLING ( N.Y.S. Lim. No. 50467 PUBLIC WATER UNAUTHORIZED ALTERATION OR ADDITION Nathan Taft Corwin TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. Land Surveyor COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VAUD TRUE COPY. CERTIFICATIONS INDICATED HEREON SHALL RUN Successor To: Stanley J. Isaksen, Jr. L.S. ONLY TO THE PERSON FOR WHOM THE SURVEY Joseph A Ingegno L.S. IS PREPARED, AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND Title Surveys — Subdivisions — Site Plans — Construction Layout LENDING INSTITUTION LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSTI- PHONE (631)727-2090 Fax (631)727-1727 TUTION. CERTIFICATIONS ARE NOT TRANSFERABLE. THE EXISTENCE OF RIGHT OF WAYS OFFICES LOCATED AT MAILING ADDRESS AND/OR EASEMENTS OF RECORD, IF 1586 Main Road P.O. Box 16 ANY, NOT SHOWN ARE NOT GUARANTEED. Jamesport, New York 11947 Jamesport, New York 11947 SEPARATION 015TANCE REQ'MT5e \ � WF#12 FOR SANITARY LEACHING PROPOSED 6 BEDROOM SANITARY SYS: 1O \ 5TRUGTURE5 (RE5IDENTIAL): FI125 BOUNDARY WOOD DOGK6 (5YSTEM OVERSIZED PER CLIENT REQUE5T) 12 't- TIDAL 1^ETLA MINIMUM HORIZONTAL 5EPARATION DISTANCES AS DELINEATED BY 14 _ " PROPOSED A OBIG TREATMENT Tx coNc. T.O. A.BUILDING CELLAR 10-0 , JOCKEY CREEK E ER TRE E LAN NALL T .9Lo YI/ EN�ONSU_TANT9 MAY 10 2022 BLK B.BUILDING ON SLAB= 10'-°' I - HYDRO-ACTION 5ET-N-60 ON51TE WASTEWATER TREATMENT PROPOSED 'H' FRAME G.PORU•E5,DECKS,HOUSE OVE141ANG , TIE LINE ALONG APPARENT META SEE DETAILS AND REQUIREMENTS,DWG SP2 SUPPORT FOR THE FOLLOWING MECH/ELEC EQUIPMENT REI'�IARED: GANIILPVEI;5,ETC = 5'-0' HIGH WATER MARK ON L PLANT UNIT INCLUDES: 6FI RECEPTACLE,CONTROL PANEL,BLOWER FOR ETU AND CONTROL PANEL D.NATER LINES= 10'-0' OCTOBER 21,2020 15 14 r a .,, :,� i _ •r t.„ ` E.SURFACE WATER(I�ETIANDS) = 100'-0" • MODEL ANbOO,GRAVITY 5Y5TEM FOR LIFT STATION LOCATE H'FRAME NEARBY SANITARY SYS.AS SHOWN \ \ - k * S' 7 p r •• PROPOSED DESIGN FLOW: bb0 6PD SEE 'H'FRAME On-,DW6 5P3 - 36.3 \ \ ; ' F.PUBLIC H31 =200'-0" S 89047'40" E 9 52 PROVIDE 20 AMP SeRVIGE 13ROM MAIN ELSGTIRICAL PANEL IN BLDG \ - 6.PRIVATE WELL = loo'/150' r 13 �y •• OPS(oP/GNTW_G91TER)W ALARM BEAcoN t AUDIBLE HORN AI ARM $ EX. 2 STY FR 4 a r: = 10'-0' 58.85 EWaoD DOCK (LOCATED RB�fOTI:LY,A9 SFiOhrU ALL COMPONENTS MAINTEID 35'ABOVE GRADE OR ABOVE ME \ \ \ `, �•,�;; m ° • 4 ..,. H.RET.HALL(WTRPROFF) 41.15' PROVIDE: WHICHEVER 15 HIGHER `� I DWELLING all, u b • J.U/G RJH TANKS= 10'-0" _-- _ s yF W/BASEMENT \ \ n F. v y r K.U/G UTILITIES= 5-0 r -4_ ` 2�U/6 CiEG GND FROM PH-6 TO RB�fOTE CONTROL PNL PROPOSED CONTROL PANEL AND BLO!^ER: (TO REMAIN) r 12 r ,' ''. ,. # . *». +r-• 1 It Z U/6 l3EG GND FROM A G.TO OP5 I a, ` j `; i_:;r L.ROAD STORM DRAINS OR 1 '�' wF3 _ \ I \ ` + " - o • REMOTE HYDRO-ACTION OP5 GNT RL GNTR,BLOH R MOUNTED AND . , . .° REGFUIRGE BASINS= 20'-0" 4 �2 � �° � '�' '`�'' 2'U/6 VENT GND FROM P.T.TO HOUSE STACK :� C3 BEDROOM) I 4. _ ,«�_� a ,FI R1 EPTAGLE ON 4t'FRAME, NOTES ON DWS SP2. F.R.i6 8' x M.ON-51TE STORM DRAINS OR I _ BUOYANGY ANCHORING PER NOTATION AND CALCULATION I ` \ ?31 ?_5 6FI CONVENIENCE REGEPTAGLE NEARBY CONTROL_PNL : un tu'y' . . r a r{ _i NF�u • FOR MOUNTING DE516H/R,EQUIREMENTS 5EE 'PROPO5ED H'FRAME 12CTMIAR6E BASINS= 10'-0 CoNG.BLK = s�y� , AUTO VENTED '`' `.''' s' N.CATCH BASINS,NON-LEACHING = 10'-0" �' b T�� 2 e� - �.4j il • 17ETAIL,ON DW6 5P3 EX. I �+ �", ;. Cdr ,' O.SAN.L EWHNN6 POOLS= 8'-0" 8 'P _-- rWg� SEE CONTROL PANEL REQMNTS NOTE5,SEE DW6 SP2. (AIR VBtT TEED INTO P.PROPERTY LINES=5'-0' w — P�vs\o „oF� \ 2—E r ll2 PROP05ED PRE55URIZED AB5ORPTION BED: A/c HS VBIT srAu� 7q, W �S� 8 �, «y J j k. to f— ^' .,. a 12 — \ \ 1 13 • A850RL'TION LATS 6EOTEXTILE MAT ASSEMBLY W/DISTAL PORT PROPO5ED EW'rANGY ANGHORIN6 5Y5TEM FOR ETU: - X Q.TOP OF E"MIBANKMtIyT OR STEEP SLOPE . o ib 20 AMP IN EX. SERV.FROM - (15%SLOPE OR 6REATEW = 25'-0" 14�5 T� ? �S 4- 325 WIDE x Ib.93 16 LATERALS ' R BLUFF =b5-0 _ Tp ry\ \ • MAINTAIN • PROVIDE(2)HEUGAL COIL ANCHORS,LOCATE AS SHOWN L P < PNL IN H5 • GONG.81 �o 'y� h \ Q ALL SEPARATION DISTANCES MAIN y 8 �� TANK '. „..,., n,.„ -;, c••+ ' OGK hLALI 5L PE \ Wi5 0 rn 18.6' 5.SEPTIC TANK PUMP STA,GREASE TRAP BY3 Ji° �+ r • PROVIDE VRLVE BOX APD DISTAL FIEAD FOR FAGH LATL3RA1 LENGTH OF ANCHOR SHALL BE !!O-15 BLW GRD OR NHATEVBR 19 / OR MANHOLE = 8'-0' rwl_r z �o \ • MAINTAIN GRADE 5'BEYOND ETU THEN SLOPE DOM TO PROPOSFDM/tTURAL M�faARY TO ACHIEVE 10 KIP ULTIMATE \\ 155 - I aT h 15 14 3.� \ (� • SECURE CHAMBER AND TANK WITH HOLD-DOM STRAP AND TURNBUCKLE I LOCATION MAP: T.SWIMMING POOL = 20'-0' 15(' e-i d- GRADE(3:I MAXIMIIU.DECK/RAMP -5'-0' 6 Wi�� .\� \ • SEE DETAILS,DWG 5P3 TO EACH HELICAL ANGFIOR �►- E p 4 WD'PORI T NOT TO SCALE :n M I FSC. 2 5TY FR \ • LOCATION OF 50%EXPANSION SHOWN • SEE CALCULATION,DW6 SP2 14 , ' I� / DILAPIDATED DA ED l� = DHELLING N 2� �x � PROPOSED 1O STuc\� PROPOSED INNOVATIVE AND ALTERNATIVE (TO RB1AU � PROP05ED PUMP AND BA51N: / EXIST.SYSTEM TO BE ABANDONED BY REMOVING l� w i b HTR LINE SPLICE ALL RESIDUAL 5t3�1A6E Wi�5TE5 BY A LIGELZED d- � 85MNr \ (1) ORENGO 51MPLEX PF3005 PUMP STATION(L5) PROP05ED ER051ON CONTROL MEASURE EX. CON ECTION Pr �, ON-SITE WASTEWATER TREATMENT SITE PLAN WASTE HAULER SEWAGE IN61}E ENTIRE STRUGTURKS), 3 h 3 " BEURM) z-� PROVIDE: WASTE HAUL WITH SUITABLE SAND APD GRAVER Ex. FFL 16&IA r t REINFORCED PL.ANTI-FLOATATION FLAW7E TO COUNTERACT BUOYANCY PROVIDE 51LT FENCE BARRIER AS SHOWN(APPROX.390 LIN.FT) / A/G l.9' `� s d\ CONTROL PANEL,MOUNT ON PROPOS'H'FRAME FOR DETAIL AND REQUIREMENTS SEE DW5 SP4 SITUATE AT: DATUM: NAVD88 SLATE 1615 PINE NEGK RD SOUTHOLD,NY 6WM ZONE: IV (600 GPD/AG) _ TOWN OF 50UT'HOLD MATERIAL,AND PROPERLY COMPACTING. � - � � � � �c � �DWG SP3 FOR DETAILS AND INFOIRMATION � � WALK �� T K 155 w I X34.4' PROPOSED PIPING: GONTRAGTOR TO ACQUIRE: LIP. I 12 _ %�F��\ ' SGTM5LFFONO.LK GIooO-7-05-42 OUN1Y,NEW K / �.a 9 ' EXISTING „ \ \ NTAIN APPLICANT/OWINER: Ex ovR 4 5DR 35 TRANSPORT PIPE(TVP,U.OlU / \ DOSED 14 WD PORGN 233, DILAPIDATED APPROXIMATELY t40 GUBIG YARDS OF 501E DEFINED / , 5' BEYOND ETU DAVID AND ALL15ON AFFINITTO I GTS POLY PIPE TRANSPORT PIPE , (Fx ' SITE DATA: ER45101V CONTROL MEA5UIRE u��O Ex wD �t STRUGTU2E „ A5 'SP OR 'SW PER ASTM STANDARDS USED FOR THE �e ARB , lt4 DI5TTR18UTI0N PIPE(O�E7R 6EONIAT ONLY) TEST a�TAPER DN a 1:3 To STEPS . PROP I �. . \ HOLE ' oINAL�"iRD TOTAL LOT AREA: 41,904 5Q.FT.(1.100 AG) PROVIDE 51Lr FL�IGE BARRIER Ex. ����F PERFORATED,INA10 HOLES AT 8 e 4 PROPOSED SANITARY SYSTEM INSTALLATION. - -- � �,,,, � �. Ex. � ` � \��,�- Io o'u.ouc nNSrAIi LEVEL) WATER SEi2V1GE SPLICE � ,\� U., , A9 SHOWN(APPROX 3q0 LIN.ETa ( rl 5LATE — � � AIL AND REQUIREMENTS IZ WALK SEE DWG SP2 FOR SANITARY PROFILE YJG SP4 Ex. ^ co \ AREA OF GROUND D15TURBANGE: TIE NB�I PIPING TO EXISTING,TAP �i4be'��� (?)EXISTING ABOVE GROUND LIQUID PROPANE TANKS EXISTS ON TFIIS 511TE,NO WORK PROPOSED SERVICE TO GARAGE \ MANTAIN GRD LIPSEE . APPROXIMATELY ±5,400 5Q°F'T. (O.Ig28ac) IN SPLICE A5 SHIOYN — �' _ , `' 5 BEYOND STORM DRAINAGE SYSTEM: SANITARY `� a �8 ° \ — EX t I I / /- - -� - x118 NO STORM DRAINAGE STRUGTURE5 EXIST ON THI5 SITE. NO PROP05M DRAINAGE SANITARY SYSTEM TO BE : 12 I PL N6 M� 14 LEACHING ILEO, ABANDONED BY REMOV_O� I ,`� H sPr 3 13. I d THEN TAPER ON• COMPONENT WILL.BE PLACED WITHIN 10 OF PROPOSED SANITARY STRUCTURES PER 5GDH5 REO'MNT'S, -I4--F�(,UI6 PYiR/GOMT1 1:3 TO FINAL GRD � \ I SANITARY 5-5TEM SEE BOXED NOTE,THIS DWG z LIFE To BE FMnA Gi®_ �_ _ 1- I t EX.PLAr 5Er %-P/O EX.MR LINE W0� r A5 REQb,hWNTAIN 5' CRI 1 2 I q EXISTING SANITARY SYSTEM SHAM BE ABANDONED BY REMOVAL PER SGDHS REQUIREMENTS. \� To BE ABANDON® ° .14 JOCKEY CREEK PROPosED 1 I I PROP05ED SANITARY SYSTEM 15 OVERSIZED PER CLIENT REQUEST. ' x TO BE 132' - WILLIAM E06AR COLDER, STORM DRAINAGE STRUCTURE c 5 i 'BTYN LIDS 's RICHARD LEE COLDER 8 1 I m 14-� - ��� — �,,,,„ DEDICATED TO ROOF RUNOFF � _MM 1 � � L T� EX. EX.ELEG • EX. FROM — — — ALLISON HATCH COLDERN L � v; I u' ` 1425 33 NATE 150 OFT I w ° FROM MODIFIED GARAGE I x \ 0WN6 V1ELL z a �� 4 LOT 4 Ex,FLOATING I -6'40 x 6'LIQ DEPTH w ��N .` _ , h1AX m O ,_LL �, O z, _--7-:77 -- - U.P. MIETER I/A OWTS UNIT SIZING: .• Ex.ELEG TIDAL WETLANDS BOUNDARY WOOD DOCK 51�GALG AND DETAIL ON DW6 SP4 i GO � � EX 5L.D.H5.DIV1510N OF ENVIRONMENTAL QUALITY,5TANPAP05 FOR APPROVAL OF PLANS AND d) — ° m`ib ... EX.� METER DWELLING I P h. CR2 10'tA� - Nq3'EXP TATS 7 EX. FJ(15TIN6 I STY FR GARAGE i �� E 13 S EN-GON5ULTANTS,MAY 10,2022 PROPOSED U.P. r O UP 1805 PINE NECK RD I (TANK 5'MIN o W 19J7 \ TO 8E MODIFIED LP 6lJ, / . PRIVATE WELL OUTDOOR SHOWER ff 2 CONSTRUCTION FOR SEWAGE DISPOSAL SYSTEM FOR 51NG1 E-FAMILY R1351DBiGES • \ 1--_� !� \\\ I DATED; DEGEMIBHZ 29,2017 W N TIE LINE ALONG APPARENT MIO DRAIN TABLE 3: MINIMUM I/A ON-SITE WASTEWATER TREATMENT CAPACITIES PROVIDE 16 TANS F�(15nNG ��\ / v P I 16= EXISTING Rte �� CR3 ��' EX STING B.B. CURB SERVES , PROP05FD HALF BAT}{ \ �' STY FR `0I .�'lr� NIGH WATER MARK ON x METAL 21V b 6 BEDROOM VI SELL 6(SYSTEM OVERSIZED PER CLIENT REQUEST) FOR APP'L INFO SEE ^ F / GGTOBER 21,2020 RAMP I STY FR GAR m o A5 VEHICULAR PROTEGTION _ .c� 1 MIwP'UM TANK CAPACITY 660 GALLONS Q/ In x PRY E D6)mN % s. �, QOM p I TO BE 1"iODIF® \ / FOR PROPOSED SANITARY O WEITZMAN GARAGE M10DIFIGATION I ww a a ° 1 \ I 152,1 r� Q E Q 3 E V COMPONENTS 010,LIFT STATION I/A OWTS UNIT LOAD CALCULATION: -1- S 89047'40" E 79 BY KE IL DE516MI A55AG. 18 3 G FL,Iq lI a ° 3 AND LEACHING FIELD)AS PLR EX.GA EX-FIXED �D — [V 58.85' I X HALF BATH �'�REQUIRE ITS �'O-�SANITARY DESIGN FLOW: 660 GPD(5YSTEM OVERSIZED PER,CLIENT REQUE'5T) w m X 24.3' Ex.5 OAE EbF1N6WW WOOD DOGK w w w w w w 1 ' •• b BEDROOMS 8 ILO GPD/BEDROOM= 660 GPD (� \Z (•K < I � I 41,15► 18 U_ I 14 3' Exl TING L " l 5 1 S� NlFttb u - x v G.FL. 19.1 24.3' PROPOSED GRO551 N65 • DWELLING SLATE PATIO � - I ° ° °' \ \ � I\� USE(U HYDRO ACTION WASTE WATER TREATMENT PLANT [--•I X Z 1425 PINE NECK RD x18.5 z L' �F.1( b yFtil -��- p�{F 3 1„1F�;4 ' I w 1 3• FOR INVERT ELEVATIONS •• USE MODEL No.AN800,GRAVITY SYSTEM O 'T al i. 1 EXISTING SEE'CROSSING/TRElCH •• TOTAL TREATMENT CAPACITY: 800 GPD O PRIVATE WELL tit Tp� \ 4 - 143 \ _�� DETAIL AND UTILITY CROSSING TOTAL NORKING CAPACITY: 2,466 GPD . ,� L[� 5 \ I Ib W5 �' Willi SLATE PATIO �.. .. M o _ w6_ �. z_ x185- „ TABLE'DWG 5P4 FLOW RANGE: 50-600 6PD EX. I o 'a \ GONG.E-K z �`b rti o� 8rygg ^� all, I } I ? / � I •• SEE DETAIL FOR INFORMATION,DWG SM . W U.P. a -X �, — rlygo \ b �,v0 •• MAINTAIN REQUIRED SEPARATION DISTAFIGES,DW6 SPI (� I to r� \ F�`m \ a r wF is � w SANITARY ABSORPTION BED SIZING N/o/F S � 1 �To ° SEPARATION DISTANCE REQUIREMENTS 12— �,�;. �` Ex. � I6 = O SGOT SCHULMAN d Xjy I FOR STORMWATER LEACHING 14 X 'lull i\\ S \ U P S \ I \ 6 l9EDROON4 DYB L LNG(SYSTEM overslzED PER CLIEFtT R6QUE5T) JENNIFER 5GHULMAN ,i, O.SL PE Tru! 4 _ 0�5 - S1ZIN5 PER: UNOFFICIAL COMPILATION OF GOOFS RILP_5 AND RE15MAT10N OF THE STATE OF NEN YOWL STRUCTURES AND PIPING(RESIDENTIAL): Ex.GONG.ELK t7RL — �J e°v o T 4,�. x ' TITLE 10 DEPARTTff3JT OF HEATH.CHAPTER II.PART 15.STANDARDS FOR IWMJIDUAL oN51Tl=HATER m LOTO � IB, tt / I IEDtRIZOFRAL SEPARATION DIST.FOR STORM e 115.� \ rh"s\ � a � -. � _ � w "fy- I HATER LINE SPLICE' FEI6IEORINti!°ELLS A r l 1 a DRAINAGE LEACHING POOLS: T,ic I '15.7 / _ DWELLING � � �� 15.6 15 � 14 I�•Q ` �g �� � � � i � �'�'` ,GIMNEGTION PT I � SUF'F'1-YAW INDMCUAL OISITE WAS78�IATER TRFATM'�IT SYSTH�IS APPENDIIX'G-A ID 15,5 PINE NECK RD PROPERTY LINE=5'MINIMUM \ �h9 \ \IP I 4" OF WITHIN AND .. TABLE I: DALY DESIGN FLOYJ-ILO 6AL5DAY/BEDRAOM(660 6PD TL RLOko > I BUILDINGS NTH CEI-LAR= 10'MINIMUM I� EX 2 STY FR \3 \ 8 �o o JJ I` PUBLIC WATER EIUILDIN65 ON SLAB =5'MINIMUM I DWELLING \ I T FOR NS 5POSAT.SYS 51N61f-FAMILY RESSIDBJC,ESAPPROVAL OIF PLANS/CONSTRUCTION WATER SERV.LINFAATERAL5A-AIN5 = 10'MIN X w I I DATEDI 2q,ton 3 ° I� UNDERGROUND UTILITIES =V MINIMUM I (TO RE-F1AIW ' \ I SURFACE WATER B AT TAB 13: HYDRO G oaDt w I SANITARY SEPTIC TANK=20'MINIMUM W/B5MNT ",/ SUQEG7 PROP.TE LIFE � U L M6 RATES FOR PRESSmiZED S Kum oRAINFELIDS(Fws), SEPARATION DISTANCE REf�'MT5 FOR wd `► SANITARY LEIAGHIPiG POOL=20'MINIMUM t (3 Bl� r w \ SIZE 5 ASED ON BOTTOM AREA OF TRBJC.H:CATEGORY 1,VA OWTS-3A APPLICATION RATE EN91N i;z: SANITARY SEPTIC, TANKS. IAA OWTS. 0�' PUMP STATION=20'MINIMUM IE 3 F.H_168' _ '� 12 \ z 1 I "� -' = �• - iE q A w 18 / SANITARY ABSORPTION BED OI' P��' .. PUMP 5TA OR MANHOLE (I�IDENTIAL): u'S ' I MANHOLE - 20 MINIMUM Ak❑ ,. r I , I u N CALCULATION: �-(E w ( 3 PRIVATE HELLS=50'MINIMUM $ I6 Ex RF OVR _ a / o I w 110 6PD x 6 BEDROOM/3D(APP.RATE) - 220 GPD p Y T x, L` MIN.HORIZONTAL SEPARATION DISTANCES: / -' RETAINING WALLS - 10'MINIMUM EX. 140 PORCH k' �`' I cp r1 A BUILDING Yy CELLAR= 10-0 _ L.P. 158 186' x (SYSTEM OVERSIZED PER CLIENT REQUEST) r z I FUEL STORAGE TANKS(BLW GRD) 20 MIN r 34.4 220 6PD/ 3.25 5-FA-.f.(TRENCH WIDTH) =67b9 LIN FTS ! 5= B.BUILDIN6 ON SLAB=V-0' O / TANK PROPOSED 12- 1 98 �� EXI5TING TL.LENGTH OF TRNCH REQUIRED =bT.6q LIN FT G•PORCHES,DEGK5,Hou5E OVERRAN65: Ex.U.P. HORIZONTAL SEPARATION DIST.FOR STORM �� Ff z3s ENLARGED PLAN HATER 5ERVIGE SPLICE r MAN p DILAPIDATED CANTILEVERS,ETC, -5-O' I LIL No 15A �i DRAINAGE NON-LEACHING STRUGTURi�: PROI'05H2 \ \co' USE: 4 LATERALS 16.93'LONG EACH I�Z ` ' ' z TIE NEW PIPING TO EXISTING,TAPLINE - -�� SiRUGTURE D.WATER L'N,=,- 10'-0" w WA's SER"•L"�S,LA' I-5'MA'NS=5 M'N � - y PROPOSED SANITARY SYSTEM T-.L ENI OF T�'L��� = 67?LIN FT E.5URFAGE WATER ftTLAND5) = 75'-0' o " UHDER6ROUND UTILITIES = 5'MINIMUM PROPOSED 5E2VIGE TO GARAGE Ex SPLICE,PT. Ex�ID c� O F.PUBLIC WELL =200'-0" I �' N IN SPLICE A5 SHOYN GOPN. STEPS • > y GUY EX.SLATES 10 NOTE: GEOMATT SHALL BE DELIVERED TO SITE IN ROLLS AND CUT TO SIZE. 6.PRIVATE WELL ='T5'-0' 3 VERTICAL SEPARATION DIST.FOR STORM -: KALK H.RETAINING HALL(WTRPROOF) - 10'-0' Q DRAINAGE LINES: PROPOSED Ex. 12 = O , .c ,ON r'l J.U7/G FUEL TANKS= ID'-0' w \/ WATER SERVICE LINES= 18'MINIMUM ER05ION CONTROL MEASURE U•P• -eX,BB CURB \ '; — PROPOSED INSTALLATION: • v EX.U.P. n PROVIDE SILT FENCE BARRIER K U/6 UTILITIES 5-0 - I SANITARY WASTE LINES = 18 MINIMUM TEST' �' FOR DETAIL � 20 =, ,,,•,10 O � i,20` 40 (4)PDF LATERALS o 16.83 LIN.FT.EACH INSTALLED IN ABSORPTION BED: .EP1�EY T. BUTLER,P.E. L ROAD STORM DRAINS=20'-0" LIL No.14A_ 3 AS SHOWN(APPROX.390 LINFT,) \ (!\ )WHY �r34'H GEOMAT SHALL M.ON-SITE STORM DRAINS= 10'-0' u -HOLE r�,� SITE 'R-AN GFi2 �PHIG 5GALE BED DUE 4 15 EQUAL TO LE 0 1'-0 LENG��ORIFICE HOLES TO BE DRIILLLED AT 6 FOR DETAIL AND REQUIREMENTS ° • _ " -12 I 20-0 SCHEDULE 4o PIPE ORAFIGE a 1-0 ON o $ o SEE DWG 5P4 L_ - - O'CLOCK AND USED WITH 60RATMX ORIFICE SHIELD. , , C, N.CATCH BASINS(NOEL-LEACHING) =5'-0' � I ,� - ° � � PROPOSED � 0.SANITARY LFAt.IiIN6 POOL = 8-0 ? DISTAL HEAD DESIGN PFT5WZE OF FIVE FOOT PER DISTAL HEAD. ONE DISTAL HEAD I °° SANITARY SYS., P.SEPTIC TANK,PUMP STA OR M.H. =5'-0' 3 Ex I �' THIS DWG. LEGEND: M10MllroRIN6 PORT SHALL BE INSTALLED AT THE END of EACH TRI3yUf. MANIFOLD AND TRANSPORT PIPING: F- Q.PROPERTY LINES=5'-0' Q \� ` I �C�5Er I l5 ° ° -14 I ' 51TE PLAN BASED ON ORIGINAL SURVEY BY: , „ R SWIMMItJ6 POOL=20'-0' I I 1� q EX U/6 a �v PROR RTY LINE USE 125 DIAMETER PVC,50HEOU.E 40 PIPING TRANSPORT MANIFOLD PIPE SHALL BE I- _ I ( Ll\ NATHAN TAFT GOiRWIN,LAND SURVEYOR 5LOPED GONTINUabLY BACK TONARDS PUMP 5TA11ON FOR DRAINAGE BEThEEN _ v S.TOP OF EMBANKMENT OR STEEP SLOPE j PRIVATE 15D' FK�1 14 N T 111 — . . 1586 MAIN ROAD CYCLES. WEEP HOLES TO BE DRILLED M PUMP STATION DISCHARGE A55.�LY i� (15%SLOPE OR GREATI9J =25-0 I q WELL t�16H80RIN6►�-►- 1 .2 CR 1� LATERALS I . PR1NciPLE YD SETBACK 4 T.BLUFF =65'-0" w N I �� q — JAME5PORT,NY IIcI4-1 1.1- }- U.DEGK/RAMP = 5'-0" Q INSIDE W ,2 s �J ) \ PROP SANITARY PIPE �s � SURVEYED. APRIL Il,2009 SEE DRAWING SP2 AND 5P3 FOR SANITARY STRUCTURE/COMPONENT DETAILS O Z CD O a"I I DWELLING PROPOSED 'TRNK P - CRZ 16 E==—�-J METER �M DEMOLISHED O GT(TBIy —————————— LAST UPDATED: SEPT. 28, 2022 ►-.� Z (S II• .. Q EX.EL IUP. • I O> DATUM: NAVD88 www.dignetnycli.com a N lL f I x W STORM DRAINAGE STRUCTURE $ l "3 \ Ex. 150' IN6 V Q Ll- (� LL' EXISTi1 6/ UP. NET6Fre� PROP.STORM DRAINAGE PIPE — — www.ca/811.com O O DEDICATED TO ROOF RUNOFF � I I } p I ►� - I STY FIR \� CR3 °� H,t of NEW YOLK CITY � Lr) Z O FROM MODIFIED GARAGE V� I 34 [\ I-b'0 X 6 LIQ DP(SOLID GOVEI� 6AJ�A6E :�'�F; ° < \ a a <a PROPOSED WATER SERVICE w w — & � n (for other states) 0 F� I-- Q I SE GALC AND OTL ON ONO 5P4 Cn Z < O 0 TEST HOLE yq 800-212-4480 1 811 z O I 0 EXISTING WATER RAIN �. r `p ,EX.GATE O �I (n IS G.FL.19-I < � ---- i � r Q EXISTING I STY FR GARAGE E� STONE ED61N6 In I Q 24 PROP05ED GRD%IN65 FASTING UTILITY LINE: Z Q O BEV.11.9 NATURAL 6�, OlJ 'EQ�M�IF� ��a By law,excavators and contractors working in For safety reasons,homeowners are strongly exISTINs ° ° FOR INVERT ELEVATIONS n/ EX'.6RVL<, I (�A, BROWN , the five boroughs n New York City and Nassau encouraged to call as well when planning any LU i_ O m PROVIDE I L SLATE PATIO w I -' °DRV Y / � 51� 'C.Rf.F�•IN6/TRENCH DETAIL EXISTING W6 ELEGTRIGAL/GOMT•tUJIGATION O5 and Suffolk Counties on Long Island must type of digging on their property. PROPOSED HALF BATH x185 \ H o \ AND UTILITY GROSSING TABLE SBZVIGE L1F1E5: E —E E ELPV.11.4'— LOAM(OU BL W GRD contact D:gNet,1-800-272 4480 or 811,at least Homeowners can contact us directly at < Q (y 2 H � �L _ _ � FOR ADD'L INFO 51� ,L I6.`�' I DW6 5P4 48 hours but no more than 10 working days 1-800-2724480 or by calling 811,the H EX.PdR _ ° � � V FEN ?I.E� EX.RR FEN ' RID STONE I I 0 I^EITZI.1AN 151 MODIFICATION 5 ' ' a 16 �T HOLE E>45TiNG IML11Y POLE -a, BROW SILTY , (excluding weekends and legal holidays)prior national call before you dig number.For �J MON,05 N. EX. EX.PdR BY KEiL DES16H ASSOG 1 f� g / \ SAND(SI 40 to beginning any mechanized digging or excavation work completed on personal 0 r`� z — u NTR MiR ° 1-POST e ' EX. I l+' ELL=1/, F,q' BLH GRD excavation work to ensure underground lines property,it is the contractor's N ----___EX.UP. X2.2 i 6qq.�± _ , PROPOSED SANITARY SYSTEM: HYDRO-ACTION (; � 1� T ----- --- �, O a° - EX.U.P. U.P. ¢ WATER UNE �t are marked.Excavators and contractors can responsibility--NOT the homeowner's--to ,LIL No.14A -r p AILBOX a - —„ — P�OP05ED d -!✓SPLICE,PT OF GOVBt TO GRADE OWTS �--'��j also submit locate requests online,through contact DigNet.Having utility lines marked Q u I S/ 0 O 850 ' EX.MD X1.7 ? OUTDOOR SHOWER,NO DRAIN qq �cq CONNECTION prior to digging is free of charge. O 30 QO rr W ° °F•0•EX.PAVEME}If I ai ITIC.1 you 5 not currently use ITIC,please z i ,i v BLOW9R AIR LIFE A A call 1800-524-7tiO3 for more information. Q LL O ° 00.00r ' w O ETU CM Rt E.EG LINE E E E � WATER e _____ EL EV.5.43' PALE BROWN Q T ° 18, /� tT Q 6E-OM/1T LATERAL L—————� (t15G5 H1W FAME TO 0 � LL kn VNELLING P' V E NECK O p Q r-----, COURSE SAND _ 0 O (3 PUBLIG WATER PUBLIG ITER INROAD /" FXPAN51ON LATERAL W O (� n d� . d' 00 --- -J (SN) Q Z x 3 @ p l� = O STREET Di^ELLINC O ti U' 1 \ ' FNI5HED FLOOR ELEVATION FF = RATER 6 �.1 Q PUBLIG WATER � J I / °° �Q . . —,i :K� GARAGE FLOOR ELEVATION 6F= II ELEV. ID, 10.9 REDIRFLTED IANTCM ...b....... .• __ �'01� ELK sRD v w EXISTING CONTOUR b — WATER IN PALE II I FINE Nv 2 PROP05M CONTOUR: PAGE: EXISTING SITE PLAN PARTIAL SITE PLAN - 6 (51� L,BIW6RD DEMOLITION PROPOSED WORK Q s ��ATION x6.O SPPOTELLWATION �L�'--�-' - --- EX.U.P. BY: WDONIAALD GEOSCIEJGE cl� I w Q I LIL No.ISA V*ON 06.08-2022 / I O HIGHEST E�(M TM 6ROUNDHATEIZ PER • r 71 � EROSION CONTROL LEGEND: ���-�la 30 15 D 30 b0 ` 30 15 O 30 bO z I w N z GRAPHIC SCALE i" = 30'-0" GRAPHIC SCALE I' = 30'-0' ? ° SILT t NGE BARWER +++++-i-++ +{ +++tit+++ T CLOSEST Ur�C75 F$L=ti.5.43' (HIGHEST RELOROW) DHS APPROVAL AREA: of 4 i i R1MF'/GOMFRE'S5H2 POWER CIRCUIT 00, o o www-dignetnycli.com CBI ROM U11LITY TOHYDROGAT137 PROVIDER www.Calol811.com rt1BLK ( 12o VOLT,E� o IxcoMlNs SEN. & NEW YN CI1Y LI LI 0-�--C� SPI SPRAY PUMP RATIW5- N r I� $LONG NAP (for other states) PUMP 3/AHP� 115V 15D F.L.A. s. AK-080917-1 L , SERVICE T HYDRO-ACTION Not N N N MOTOR 0 c " `� °� � 14x12 CONTROL PANEL (DETERMINEDP q 800-212-44801 811 0 0 - 0 FA INSIDE LID VIEW (2"6,'b IN 1 PVG PIPFa Br 01HER5) ll Fi � © NOTE- ENCLOSURE HINGE TO THE RIGHT (,B2 GSR b LOOPS (� B law,excavators and contractors working In For safe,.,reasons,homeowners are strongly I ON aN ON ON ON ❑ ��*� 111 YIMrAGTIVII I�I YfW-/ZV 11 UTILITY Y 9 `7 9Y _ the five boroughs RPI EREGIIRG UN I U�o o U w � O AERATOR VA OWI$ MAIN£UILDIN6 r�ER�GE of New York City and Nassau encouraged to call as well when planning any PI1MP RATINGS: � � `_� ! I �'� and Suffolk Counties on Long Island must type of digging on their properly. 1Q PUNT 'i ,n;, , : � ELEGTTRIGAL GIRUIIT BREAKER METER . contact DlgNet,1-800-272-4480 or 811,at least Homeowners can contact us directly at MOTOR 314W e 115V 15D F.L.A. CONTROL PANEL PANEL N I 48 hours but no more than 10 working days 1-800-272-4480 or by calling 811,the rev cY2 c 12'w x 14"h (excluding weekends and legal holidays)prior national call before you dig number.For to beginning an mechanized digging or excavation work completed on personal e9 9 Y 99 9 P 1 C63 M3 excavation work to ensure underground lines property,it is the contractor's BLKare marked.Excavators and contractors can responsibility--NOT the homeowner's--to ELECTRICAL NOTES: I MIXER 5 15 EXISTING also submit locate requests online,through contact DigNet.Having utility lines marked PUMP RATINGS: � I „ R D GTRIGAL POWER GONiJUIT SFIALL 6ROI1N17 ROD ITIC.If you do not current) use ITIC, lease PUMP 3/4HP 0 115V 15D FLA. - � _ ' 0 13E A MINIMUM OF 24 IW E5 BELOW GRADE. call 1800-524-7603 for more information. prior to digging is free of charge. N MOTOR �" 2.ALL ELEGTRIGAL WORK TO BE PEPFORMED IN _ PROVIDE ®� ®� BELS ON odl'IDE CF LID ACCORDANCE HTH NEG. 20 AMP BREAKER IN MAIN _ GB4 M � A ELECTRICAL ONE-LINE DIAGRAM II I I F16GTRIGAL PANEL IN �al�=== '� � �� 1�===qal ° CONTROL PANEL REQUIREMENTS: y PROPOSED I/AIOWT� COMP COMP.RATINGS: �'II � � _ SGAIFs NID1�E MOTOR 1/4HP o 115V 5.4 FLA N o 0 0 0 0��,:-� E ON A SUITABLE_ M z F I.THE VIEW OF�SYSTEM THATIT5ERVE5.GNTRLGN AND BLOKR SHALL BETAL WITHIN MOURTED 35' NOTE: All MOTORS MUST HAVE o 0 0 0 0 o ABV FINISHED GRADE MpI�OR A$OVE BFI=PW5 2D'FREEBOARD,WMUiEYEiZ 15 HIGHER. n INTERNAL OVERLOAD PROTECTION. r may !X�� 5EE'H'FRAME DETAIL ON DW6 SP3. _ _PIS N PI N dPl N C1 N 7 2 3 4 5 6 tr r"='r9( IiAR�I� AFJIIL'%gW� t �RN(M(P;GR I�) 2.EXTERIOR PANEL(NEMA 4X SPC-GIFIGAITONS)PLACEMENT ENABLES THE SYSTEM TO BE O Lt H .. y .. IFS �bP?� PGiMPi �M� SERVICED AT ANY TIME,ELIMINATING THE NEED TO ACCESS THE INSIDE OF THE BUILDING. D m aNairls rs i - � • 3.THE CONDUIT MUST HAVE APPROPRIATE SEALS TO PREVENT 6A5E5 AND MOISTURE FROM G� 4® BLU I 1JRI-01 RHD/1^W MI - REACHING THE CONTROL PANEL OR.URGTION BOXES. ® ® ® 4.SYSTEM SHALL 13E EQUIPPED WITH A FUNCTIONING WARNING SYSTEM WHICH WILL ESU I LRI-Q2 pINK/NH ACTIVATE AUDIBLE AND VISUAL ALARMS THAT CAN BE READILY SEEN AND HEARD BY N M2 THE OCCUPANT'S OF THE BUILDING SERVED. 0 _ f 5.PRESSURIZEP MUST BE EQUIPPED WITH A CONTROL PANEL WITH MEANS OF GONNEGTING A PINKNW A REGIRG RUNMNG PORTABLE GENERATOR TO OPERATE THE SYSTEM DURING A POWER OUTAGE. BLU I URIC YH.1WH � WHT O \ - - -- O a � Q YEL/W+ 6 MIXER RUPWIN2 ��� =, %I �> => I�> %, � _71 BLU LRI HHT -- _ + PI N Pt N P1 N C10N 1112 3 4 5 6 LRI BLU RED 16 PLG INPUT 5B' -I8' BLU A�1 PINK \ LL LL 3 0 ; g 3 u ¢� `' o Z I3W RED RUN AIJD• \ EXIST.BARA6E 5 b / \\ oa Lam— O 13E MPIFIR) / r a w a w o c� x x W ALARM tM1iE OR6 BRN �\ \\. 'y (PRO'VIDE a N x W W a s E�.il HWA � �� �" 4LA1.F BATH) S '''I'! G.FLEL. �a4' CONNECTION DIAGRAM = TEST ALARM / Q® \\ al c i'u ✓/ (ON SLAB) GRRAPE6AT BLD&®H-t162' / Q BEDRQp►.�j REQUIRED TORQUE FOR TERMINAL BLOCK SCREWS IS 16 in V � BLK 116Hr th PROPOSED GLEAN OUT AT -_------ - FACE OF ETC GARAGE U a .. -- _ - r7T" / SEE DETAIL,DH6 5P2 m ----- 2'0 PVC O ENABLE -- - ,. VENT PIPEBULI / CO y y —LI 2 11 PLL INPUT /YIEL GONhEGT � > ` v; �: IF A RISER COVER YEI6H5 L.E%THAN 60 L05 A °817 AL. TO HOUSE ;; / '> ' >, SECONDARY SAFETY'LID of"GE SWWL BE PROVIDED. STACK ► / Y UNSUITABLE SOIL TO REMAIN • /(NON LEACHING AREA) OVERRIDE ° ° PRE-TREA NT TANK° ° 1,648 GAL. / ; >_ BLU 3 4 12 INPUT \ \ T y, ' PROVIDE GOVERrz ,� � lY� —Q FILL TU ANK,NITROGEN /' / oJNV 0 90 REQUIRED TO 13E SET AT FIN15I�GRADE USE, O Z GSR 14 PLG INPUT \, \ RED I�C ON TAA�iK j MODIFIED L� " ' \ �X� ,. •5KV PROOF,HE AAPPROVEn F' ME 4 HAVE UV�'TIONT" o \ / �EL.1437 TAN 4'0 SDR 35 X1�ORT PIPE, � � � � '� TIME 005E 17 RL INPUT o �_. f,�j� MODIFIED GARAGE TO ETU,f62JT LIN.FT. EXISTING 6RADE OVER ETU 0 EL.:023' x Z u-• BW _ PLG GNTRL PNL W f//'� MIN.SLOPE=Y4/LIN FT V ' X '�' n DEMAND - HPI20 COMPRESSOR AND POYIER LINE AND M15G.GONNEGTI0N5 TO BE 1//� t62.1T'LC xY�=1554"= 130'MIN SLOPE O BLONER TO BE IN5TALLED REMOTELY Y $P SPRAY ^ T' "�o, PLL INPUT (SEE SITE PLAN FOR PROP. LOC) MODIFIED A5 REQUIRED TO ACCOMMODATE / I NATIVE __�_..-•-_.� - = L(� REMOTE LOCATION OF OP5 CONTROL CENTER _ - • A5 5HOYM ON 517E PLAN UND15TlRBED WI BI LSI HYDRO-ACTION solL ELECTRICAL SCHEMATIC DIAGRAM ------" 4 _ AN800 BUOYANCY CALCULATION: - ' O NOTES: „ FLOAT 54TGH TO BE RATED 2 AMP AT 120V MINI". 2 PVC VENT LINE(TIE BUOYANT FORGE IS RESULT OF AIR VOLUME WITHIN CONTAINERS FULLY � — PART OF /,�Ir ®PT. �- MAIN PANEL DISCONNECT MUST 13E PROVIDED BY INSTALLER INTO BLDG VENT STACK) I� IN WATER �\/'_�.Q5' ! � n/ C(� DASHED LINES INDICATED ITEMS NOT CONTAIN IN THE PALL _ �\\ REQUIRED TORS FOR M MNAL BLOCK 9GR5,6 IS 16 INS. PROPOSED SANITARY SYS. ' / /\/ FIELD WIRING MUST BE A M1141M�M OF 60.6 COPPER WIRE. � BUOYANT FORGE: �\j� /,/ � •• ANbOO COMPONENT BUOYANT FORGE = 1,3b5 LB5 /\//''/ / / RISER DIAGRAM \ \ \ \ P.T. ES UIREMENTS: AN500 TREATMENT TANK BUOrYANT FORGE = 323q LBE 10,554 5 \��\\��\��\\��� � A F . I.THE 1/A OVyTS TANK L-JITOTAL BUOYANT FORGE = 15,228 LBS INNOVATIVE/ALTERNATIVE ON-SITE \% NATIVE \�jj ZO SHALL BE INSTALLED AT WASTEWATER TREATMENT \i UNDIIrz>3ED \\\\ LEVEL IN ALLNTI-BUOYANT FORGE: \'\\; .'\: \\!; DIRECTIONS(WITH A P.T.�� NSTALL POLYLOK HELICAL PILE ANTI BUOYANT FORGE = 115,000 LB5 PRESSURIZED SYSTEM /\i%,\\�\\\ ,\ A.C. ATMEN ' EFFLUENT FILTER, 5GALE: NONE ;' �' P� n✓c MAXIMUM TOLERANCE IN h P PROVIDE (2) PILE5 x 2 \ \\\\ \'; \ � �®� z r E OF ANY DIRECTION OF+/ TANK /N PL-122 � TOTAL ANTI-BUOYANT FORGE = 32,000 LBS /'� � -- - /,/: S � � tF�EY T �`°• ONE QUARTER IWA ON \%;�%/\j\;j BD.PRE TANK 0 EL 4.2' i/\;';\�j BD.AffNrlIM N CHAMBER IY �� L A MINIMUM 3-INGH THICK ANTI BUOYANT FORGE: \�\\�\\��;�\` ;��j\�j�j '"��'\\!\ \,;��:\;�'�\ \�:\\;'\\ o a - BEP OF PRCIPERLY '! /. '' 'i / ' /' m �t LEVELED AND A.C. EXCEEDS BUOYANT FORGE BY A 2.10 SAFETY FACTOR \ \\,\\, ' \ , /, , .\ / < LL Z COMPACTED SAND �]�j°°]rp®1�T CF�1� •• LENGTH OF ANCHOR StfALL BE APPROX. 10'-15'BLW / (ISE FRAM ROCKS)OR � - GRD OR WHATEVER 15 NEGE55ARY TO ACHIEVE 10 KIP ULTIMATE �VATC� PEA GRAVE_ SEE PROP05M BUOYANCY ANGHORIN6 NOTE(51TE PLAW AND 51 E VYIDROACTION AN800 BUOYANCY GAL.G AND DETAIL'ON DWS 5P2 FOR PROPOSED METHOD TO COIIMER B11 "TANGY / 5.0' 6.9' EXISTINGOPE ___.. F LEL ail b' EX15T1N5 HYDRO-ACTION WASTE WATER TREATMENT PLANT Y T. BSER,�E. 3 BEDROOM / ROOFED OVER PORCH p W EIA5E !W) FFLEL.o fibb' MODEL No. AN&OO 5GALE:NOW PROPOSED LEACHING BED =tl9D'x IbAV / CONTRACTOR TO ACQUIRE: MAINTAIN GRADE � � CD CPPROXIMATLIY t40 CUBIC YARDS OF 501E DEFINED (4)TREND IF5 0 34D WIDE x 16A L6 EA 5'BEYOND PROPOSED �1 v / IF A RISER COVER VE16N5 LE55 THAN 60 LBS A A5 5P'OR 5W'PER ASTM STANDARDS USED FOR THE LFJAGtLIN6 FIF1D LL / l SECONDARY SAFETY UD OF DEVICE SHALL BE PROVIDED. PROPOSED SANITARY 5Y5TEM INSTALLATION. GEOTE ��Q� IA'�l (��b" A � O Z Q � � EXI5TING B.B. CURB 5ERVE5 W,P pH ON TM OF .Y A5 VEHICULAR PROTECTION PP40MPE GOVEM / FOR PROP05M SANITARY , D ISRADE 615"T DISTAL PORT(fORi�R0M) 0•��EpEp� � � — _J W EXI5TiN6 GOMPONENT5 (ETU,LIFT STATION •� A`nG GOVERS-LOCKING,HATMI16RT,INSECT-PROOF,FLAT, EL.13.•15'MIN/ LOCATED Hi7 OF LATERAL fIYM OVER 6EOMAT LATERALS - u- O �j F' GRADE AT DhEL LING 8 EL.112.11' SKID PROOF BE APPROVED FOR 5HW-3E USE I NAVE UV PROTECTION � } EXI5TIN6 AND L EAGHIN6 FIELD)A5 PER EXISTING F1.1425 MAX r- r L(� Z O OVER LEACHING FIELD i �•i � ' � ' r � < � 2'�WG F°ROPOciED GLEAN OUT LOCATED AT GRAVEL DRIVEWAY WITH SGDHS RESIDENTIAL STANDARDS fiRADE OVER s I ® _ / /, OF ROOFED OVER PORCH ,. ...,: , � . ,..::-...:... ,_:, FADE EX ,, ,\,, i ... .. / ,\ -...... . � � :. �\ ; ,;. �\ :.;�.i>-:,:.;.. , /./; � /./ W '� SECTION 5 114G2.d r t - VBNT'PIPE � L.S. EL. D ,. .. , . -.:, ....'�:,..: \ IA L GK CURBING / / BELE N B 0 t . / . \.\. / � .:,., ,. - :�'���, \':��\:\�� . \ \ \. .,. O E)45TIN6 GRADE OVER EN @ Li. 123 ,:\,� ..\..�.,� - - - :,.i�/ /fir,,.�. \�/\/\/\r\„• n/ F>( D IN6 SEE DETAIL,D SP3 \ / CONNECT hELI. ./ ,,y / �� �y F RIVE / / :�, \ \, \ . BOTH SIDES O D / / i'; �/”. \ \ \ :. 4l- \ \:\ r / y TO HOUSE 11`41 \ \ \ � �/�. .� /\/\ ,\ � \ \ � / i\/ / i \�'�;\ \, \/\/i�, \. ..; � � � \ .,.._:.:.. ...:... ..........•. ...-. �' .' .; r... . . :'::i: i ./\/.� A .. k - �, ':' h — STACK � ftll/.11.9' NATURAL 0 r / / / / / / � / ,.,,, / , .., , .,, . . . ;'.�,� /.�, , .. _�.. ..-�� �---�...�� .. .... �::.:;•—y.:r:=�"' \/. ..1�., �'� ; - GRADE, --I W '/ • :/ /� �" /: ,./ /j\;,.,� `. � Z ,�`� 171:HRN LOAM(OU 05 U3LW GRD yy � � � �,/�, •�j EIA/.11.4 f--II1-4 Q UNJITABLE 501L \ - — \\; \;.\.,.\ \\ \ \\\\\; >\/\r\ N t _ ,\ r i OVETL MODQE / •�/ TO REMAIN .�// // i. �/ /� //�, ,�,�\,� ;\,\�\\\ \,\ '� \\' , -- �— ', ,./� , f ,' \ \ — , NATIVE . .y �/1 /r / - - �� >\/\> NON LEACHING AREA j\�j /\` p� J r W N EX.DY$LING V 'I J'✓.y,� . /,, i( ) /• /, - t1 /\ /, , \z OF ALL LATERAL-5) Z 0 r _ IUNDI5Tl1RBED X =EL IID1 L' / I k „ NATIVE 1 1 /\% // /\/, %/i i r,%%.i/ t- _ 1 �.—. a /, e �+. 4 V 5DR 35 XPORT PIPE 1 / / /,</\% / i \/ /\� �' \ Y <\, W O N UNDI5TURBED \ \ \>\\ \r Q TFE 501E RATEABLE501E % % / RATEABLE 5011_' BETWEEN TfABLE 5011 D ELLIN6 TO EN,t4633 LIN.FT. I ( "/ ,'/ / ��, 1,J - /•./ / / / /:/ / ; /` / ORS S LEC zb - v ,� \r` , 501,n P, — �ti. BR� O K I 501E � �,\\/\\ \\/\�/�\; \ - F J - 51W1 BE Rl3i0VFD TO-, i_ 5HALL BE FS40VW TO //r\%:/;.- 5MALL BE RD40VW TO LATERRLS � 51W1 BE RD40VED TO� SILTY a MIN SLOPE=Y, /LIN FT I I f/✓/\//\r/\.%/\.,\, LE.0 PL O E 0 A G\ j,// :y/�rj\;�;;/\> r Y\i i v D�5 1� �. A GGE5i LION TtATFJ�E SOIL, AC�E'f HON4tATPJIBLE SOIL, /// /i%%' �5 NON�2ATEAELE 5d1, ;,r,;;. AGC, f NOH RATEAHI� -- I 1;46.33'Lfi xY4 =1158"= I I \`;\\;\\ \\ \ \\.\\ _ \\ \,\ \\ \ \-\ \: \,1 E.o L.S_-/� TUBI RE-IN5TIV1®W iRBJrrH .?- \; \ ; \;- \\'\\, SAtm L'SMU �/ ,/\ !\//\r/\,/ .,45 / t; /F1.9.4 i//\�/\/i//�/ // \i` SCE f'ROP05ED RI:INFORGED ll tHBJ RE-A15TALLID IN TRBJC�II !/\\ /j\ TtBd REaxSTNu ID M iT�Y.H >- ////`\/\\11 1 RE-IN5TAUID IN TRB•Y.H Q- L L ('(� OAT MIN SLOPE I I / / \. / \/ ,\� �� �� \\ \�\,/\\/\/\\�\\/\X\ /\,/�.. EL.CL31 \\\ i. �— _ 4.0' LL N O \ \ /\ \ COICRETE ANIT�iOATATION _ - \' /\\ -_-- L[� PIPE, / % / / /% -i< �- -- - — _ . .i' :.mak, ,\ , M Eli Q lSl \.• / / / % / / / /\/\i / \/ \,. ANCHORING SEE DWG SP3 L,_ / i//' - - — ELEV.79' \ \ \.. \\j\;\ A�.�:. FROM E1U TO , �4 . �' — i ` - /,\//\�/\\//\//\/,\//\/ P.T. //i ! / /i i.:/ - /i.\i !/\ 1=0R BA5IK RJMP DETAIV5) 7-l— BD.TRENCH ,.';' , \, ;. • \ \ \/\, \ \\ \.,,\\ \,\ \•; \ �I�A1'llT®RT �1[ )� `8D8 LIN FL MIN. �:�=\; :,\' .,\.\ `` \\`\\ \- \ BA TRENCH '� LL /X/\//% I�IC�E I('RIE�'ll'LU�1'g 'SLOPE_ LIN FT , j:// ! !!i/j'i/ / /,/j': %j'i /AND INFORMATION:��/ /;, of 0 EL.'1.4 / o EL.T.Q'(TYP) O \,\\ \\ \\.\\\\,.,\\ \/\\\\ , / \ \,. \,\ \\'\ \\\ \\ \\ '\\/\'\/ /\\� /\ RE9MM UNSUITABLE SOILS AND Z .. /j////\/j\-'' /:/ i// �' � \8.08'L6 xV = IDI'%j\' /� \ '�/\ \//\/\ «' /�\,\ \ \/i x / ' REPLACED U SOIL DEFINED AS w PART OF \,\\/\\/��\�, NATIVE \\\�� \ \ \ \ \ '\ H16HE*'T RECORDED (n ' '/ %/'•% ' UNDISTURBED \//\ O,Oq MIN,�iL OPE / //\/i;;'fir/ /%//i//�% //\i'�//\/%\' 5P OR 5H 13Y A5TM STANDARDS. r ,Z \ \\ %\'\ /\\/\'\%/ / i""\%\\/ ':�\SA 51N 6 SBI' '/ ,. , ., ; ., GROUNDWATER®HEV.5.43 O PROPOSED SANITARY SYS. ' ' - `` °�' �" ) \, ,\ (PER 115651^ L No 51678011 C/1 RISER DIAGRAM / % !HIGF�ST RECORDED GROUNDWATER 8 4.EV,5.43•; - /' %•(PER USCF YELL NO.516780.11 /// // 'j� INNOVATIVE/ALTERNATIVE ON-SITE \%�\,�\;%�; . BD.PRE TANK 0 E L.42' i/\\i�;i� B.O.AERATION uiAr�o EL 42 / /�;�i/�,;� '�.�,//�//�;/� / i ;; , ' /�//\./ TEST HOLE TREATMENT ` j��j/��j\�jjj\\jj\\ NATIVE ,�;;\ ;;;�;�,;;��%\% 2 7 PAGE: WASTEWATER / ' D]�6D.i� O1�T00 !\�/�;�\ \���!. i ,\\ uNDIIR�m ,� �;\\!` BY,McDorwn eEosGLH PRESSURIZED SYSTEM � r \! \i\\; \,;\- \\!�!\� <% Dus ON o6-oa-2022 SCALE: NONE ; \ / ,\, \\\\/, r / .,/; HI6F�iT FO(t'EGTED 6ROUhIDHWTER PER � SEE'PROPOSED BIIOYANGY ANCHORING'NOTE(SITE F1-AN)AND TESTI-M-FL IA' MIER IN PALE 5E7= ACTION H110Y GALG A !DETAIL ON CLOSEST 0565 WBl=EL 5.43' BROW!RIE TO DW6 SP2 FOR PROPOSED METHOD TO COLNTHR BWYAWGY (HIGHEST RL-GORLDED) GGUt�E SAND (54 rP [3PJ.X51' ELH 61m ---- --- of 4 I - ' ' Key 3w.dignetnyc,i.,orn Control Panel Whin Diagram o , �: THE VALVE SHOULD BE THE H16H PONT,PINTHATER or Wiring11 NEW YORK CITY www.call811.com Model VCOM-S1 RO — .Factory Wire OP@t1Co �ItouLD DRAY+BAGS To THE�uNfP rArl�Arm To =Field Wire s r s T E M s &LONG ISLAND (for other states) GE"T TO PREVENT FREEZING. [01 Y g . =Audio l rm,1 Wire 814AIR%VAYAVENUE Q 7 AS =Audio Silence nce Switch 87479.9012 5OH40 PUG TEE NOTE: PLACE D15TAL PORT �+��-272-4480 1811 A Audio Alarm,115 VAC AL Alarm Li ht SUTHERLIN,OREGON CCB.Controls Circus Breaker _ Options• DF =Fuse,tzovAC/tA A95EMBLY AT END OF MAINFOLD �\ By law,excavators and contractors working in For safety reasons,homeowners are strongly TELEPHONE I =Motor Contactor 1880',348.9443 ��, FOR FInH1NG \ the five boroughs of New York City and Nassau encouraged to call as well when planning any A i G PRL( PCB.Pump Circuit Breaker O 5GH40 PUG PIPE FLOW 6eoMQt LATERAL 1 + , X2-----X1 , PSA=Power Line SupplyCord(24VDC) WEBSITE: and Suffolk Counties on Long Island must type of digging on their property. --------------•---------•--------- PSA -- PSC- 15411 45 4449 contact DigNet,1-800-272-4480 or 811,at least Homeowners can contact us directly at AL RTU-ATRTU-100 Controller 48 hours but no more than 10 working days 1-800-272-4480 or by calling 811,the R M TL www orenco com 0 X1 X2 A2 Al =Terminal Link � I I � Q � (excluding weekends and legal holidays)prior national call before you dig number.For 7R =Transformer t 20-3F'18VAC \I ` / C SEPTIC TANK AND/OR to beginning any mechanized digging or excavation work completed on personal PLAT`t Y I EN WITRFAT�T rj-YCS LAN I \ / excavation work to ensure underground lines property,it is the contractor's AUTO 'Options - �T PIPE EQUALIZATION/ PLA I V X I E� \_ are marked.Excavators and contractors can responsibility--NOT the homeowner's--to (ND PERFORATION) THROTTLE VALVE —� also submit locate requests online,through contact DigNet.Having utility lines marked HT -Heater 5GH40 PVC, CD GRADE TO ITIC.If you do not currently use ITIC,please prior to digging is free of charge. (MAN) PL =power Light I MANIFOLD PIPE call 1-800-524-7603 for more information. PRL-Pump Run Light CLEANOUT a DNtRT RUNOFF. �----I D4 D3) DU2 Wt CUM F-1 11-2-1 I 2 p F J3 Jt 31 21 f5 T82 SA =Surge Arrester t_,I 3 � >�ua.DlNr Li.{ �� i{ �) t{ Remote Alarm Connections D15TAL HEAD PORT ���� RTU D ❑ PUMP STATION PLA5TIG RISER W/i Lh DIt DI2 D13 DI4 0I5 016 DI7 DI8 RET RET 4VD GRADE TO DIVERT WATERT16FtT GAP 6EOMAT GEf�AL NOTES AND REQUIREMENTS CONTINUED 10) 11 (12 (131 �4� 151 16) (171 18) (gl TB t "„"„•,,,^" DOFF BASIC DE516N PARAMETERS TR O Orenco Model AHW or equiv. TRADED ADAPTER DE516N SOFTWARE FOR PUMP,LATERAL LINE,TRANSPORT PIPE,MANIFOLD,ORIFICE r6•CZE AND ADDITIONAL 14 M 13 Note:t 15VAC signal is present I I ! I I ! I I will I DISTRIBUTION PIPE HEAD L055E5 15 AVAILABLE BY EMAILING REQUEST TO INFO®GEOMATRIX5Y5TEI l5.GOM. 4BASED ON THE 5Y5TEM DESIGN A 5ERIE5 OF ORIFICE HOLES ARE DRILLED DOWNWARID(SIX O'GLOrK + ; options' during alarm conditions. 5GH40 PVC.GATE VALVE, P051TI01�AND SPACED ACCORDING TO THE D051N6 R£/xUIREMENTS OF THE SYSTEM.DURING AS PSC ' PL PLASTIC RISER W/ x1 G x2 Terminal Block Types WAT6ZTI6HT GAP GEOMAT-TYP I GAL LAYOUT SCH40 PVC,PIPE FROM, _ _ CON5TRUGTION/FABRIGATION OF THE D15TRIBUTION LATERAL A NEW/SHARP DRILL BIT SHOULD BE USED ( For VCOM-S RO PRESSURE FIELD ,\\\�\ \\\� \ i\\\ TO A55URE A5 SMOOTH AN ORIFICE A5 P0551BLE.ALL DRILL 5HAVIN65 AND BURR5 MUST 13E `---yT ❑ � op see on description,wing no. PVC.GATE VALINE �T� G PRES5l1RE PRE55UR1 ZED SYSTEM f \\�\�� �\ \\\\\ REMOVED FROM THE PIPING WITH A SLUG ANO/OR BRUSH.GEOMATRIX GEDCUARD*ORIFICE SHIELDS }41ST BE INSTALLED OVER THE ORIFIGE HOLES AND GLUED IN PLACE WITH PVC.PRIMER AND GLUE. Standard Surge "EIN•CP-OP-498"'. fit ��i \\ �\\ \i\\\\�i\ SCHEDULE 40 PVG OR SWEEP ELBOWS OR TWO 45 DECREE ELBOWS(AL50 GALLED TURN UPS)SHALL BE to d MANIFOLD TEE — 6EOMAT DETAILS) i \'-\ \\� ATTACHED TO THE 015TAL END OF EACH GEOMAT D15TRIBJTION LATERAL TO FACILITATE SETTING AND i\� �i MEA5URIN5 P15TAL HEAD,MAINTENANCE AND INSPECTION.A 5TANDARD NINETY ELBOW SHOULD NOT BE PIPE USED BECAUSE IT WILL INTERFERE WITH MAINTENANCE ACTIVITIES.THE OPEN END(UPWARD END)OF THE M Lt M Power Wiring Options I ��\� \\\i \\\i \\= TURN UP NEEDS TO BE CLOSED OFF WITH EITHER A BALL VALVE OR THREADED PLUG OR GAP.THESE Gro"nd Two Circuits One Circuit \�\�\\\\%\\�\\\j\\\\\\%� PRESSURE PIPE TURN UP5 AL50 SERVE AS DISTAL HEAD PORTS FOR MEASURING AND SETTING DISTAL HEAD ON THE Terminal TL CCB 'PCt3 i '�% /% 6EOMAT LATERALS DF a 1 z 3 a 5 s A, A• N N1 /\\\ /\\ /\\ TRENCH SPACING AND MAXIMUM LENGTH Strap ❑ ❑ ■ ,Toa 2na " // \/i\/ : .-- ----- _-. SCH40 PVC.PIPE /i // 1 / TEDGE-TO-EDGE UNLE99 APPROVE SA 00 f0 O 0 0 f0 20 O \\\ \\\ \�\\\ \/\\\�\ �_ HE MINIMUM TRENCH SPACING SHALL BE TWO FEET P BY 6EOMATRIX • , p o" on on ot+ AND SUFFOLK COUNTY DEPARTMENT OF HEALTH. • -- :I ` MAXIMUM LATERAL LENGTH,WITHGUT A SUPPLY T,SHOULD NOT EXCEED FIFTY FEET.ACTUAL LENGTHS WILL For float arrangement diagram, :__ options.- ; 0 0 0 0 5EGT1 OI`l / 6RADECOVER O ---•;•------•- " L VARY BETWEEN DESIGNS AND ARE ACCEPTABLE A5 LONG A5 THE MINIMUM TWO FEET OF DISTAL HEAD TO GRADE Phone see drawing no. Green PROPOSED/EXISTING GRADE 15 PRESENT.DE516N MANUAL FOR GEOMAT PRE55URIZED 5HALLOW DRAIN FIELD APPLICATIONS- ' I,I1 ,11111 lli IIT :,!I!i 11! ,, I!!i I VIII .ill I Line "EDW-FA-S-34". Controls Pump Controls Pump Ground E SUFFOLK COUNTY,NEW YORK-PAGE Q OF 15 In Neutral Neutral Lt Ll i FLOW EQUALIZATION PROCEDURE: C'eOMQt CLEANOUT I. INSTALL CLEAR PIPE TO ADAPTER Dlstributlon Pipe DRAM FIELD ooyER Telephone Line Connection From Main Power Panel civ i i st _ EQUALIZATION AND DISTAL DRAIN FIELD COVER SHALL BE A MINIMUM OF b".UNIFORM COVER DEPTH OVER THE DRAIN FIELD RE-5ULT5 E� 115 VAC,1 Phase,60 Hz. i i o 2• D�ALS_.VALVES• Transport PI HEAD PORT 3 -`- ' p Pe IN CON515TENT OXYGEN TRANSFER TO THE ENTIRE SYSTEM, THE FINAL GRAPE OVER AND AROUND THE Main disconnect o Z n C d a 3. TURN ON PUMP AND NOTE ELEVATION /��1-E Ortfice 5htel IN VALVE BOX DRAIN FIELD SHOULD DIRECT STORM WATER SHEET FLOW AWAY FROM DRAIN FIELD.WHEN [ i[� provided by others. rn Z a ` a wire VALVE 1N l BACKFILLING THE SYSTEM,GONSTEZI CTION STAPLES CAN BE UTILIZED TO HOLD DOWN PIPING ' (1 Pump Z c a Nut OF WATER IN EACH PIPE. S r---"• �7, 115 VAC 11 Hp. use one wire nut to connect the pump 4, EQUALIZE I$I6FIT FOR EACH WITH BOX FCrE7t tG GOMPONENT5 AND MAT,BUT THEY SHOULD NOT PENETRATE`THE TOP FABRIC. (ARI;SHOULD BE 1 Phase 160 Hz. and controls circuit breakers together Orenco Model °—' g GATE VALVE AT START OF LATERAL. �— EXERCISED TO KEEP A MINIMUM OF b"OF COVER MATERIAL OVER THE SYSTEM BEFORE OPERATION with the incoming Li power line.Use Connect phone tine to ATRTU-100 another wire nut to connect the pump 5. AFTER EQUALIZATION,TURN OFF FlA"fP OF LOW GROUND PRESSURE EQUIPMENT. EXGAVRTION EQUIPMENT SHOULD NOT EXCEED 10 PSI. surge lack to phone tine NOTE:Motors must have Factory default. and controls neutral blocks together o 0 0 o TURNING EXCAVATION EQUIPMENT ON TOP OF THE GEOMAT SHOULD BE AVOIDED.TAKE CARE TO NOT surge arrestorlDSL titer. internal overload protection Wire as shown. with the incoming neutral tine. AND REMOVE PIPES• CLOSE VALVES / �� OPERATE EXCAVATION EQUIPMENT IN THE SAME LOCATION A5 THIS CAN COMPACT THIS RE610N AND REINSTALL GAPS. RELATIVE TO OTHER AREAS. EDW-WD-S-148 ` _ THE AREA DIRECTLY ABOVE AND AP-AGENT TO ANY 5EPTIG DRAIN FIELD SHOULD BE PROTEGTED FROM m Rev.9.0®11121118 HEAVY VEHICLE TRAFFIC AND EX( WEIGHT LOADS BEFORE,DURING AND P05T CONSTRUCTION. m GEOMATRIX SYSTEMS,LLC. �` _ / b•MIN TH15 15 ESPECIALLY IMPORTANT WHEN USING 6EOMAT. CEOMAT 5Y5TEM5 ARE LOCATED OL05E TO a.,� O 114 MILL ROCK ROAD FAST - THE GROUND SURFACE AND THEREFORE 5IU5CEPTIBLE TO DAMAGE AFTER CONSTRUCTION •� OLD SAYBF200K,GT 06415 ON ALL NEW C.ON5TRUGTION.IT 15 RECOMMENDED THAT THE PROP05EP DRAIN FIELD LOCATION BE �t ti N 860-510-0130-PHONE 5TAKED AND FLA66ED/FENGED TO PREVENT ENCROACHMENT DURING HOME GON5TRUGTION. IF F•L•� 860-510-0135-FAX VEHICLE ENCROACHMENT 15 EXPEGTED TO BE A PROBLEM AFTER CON5TRUGTION,SOME STRUCTURE t VCOM CONTROL PANEL, 888 6011AIR-TOLL FREE C EOMAT TM LEAGH I A1C SYSTEM - PRESSURIZED SUCH A5 GARDEN TIMBERS,RAILROAD TIES,F£NGES OR WALLS SHOULD BE USED TO PROTECT THE - ® + INF066EOMATRIX5Y5TEM5.GOM DRAINFIELD AREA. THE DRAIN FIELD AREA SHOULD BE FREE OF DEBRIS AND PLANTED WITH GRA%. IY m ,d/.f r .z MODEL VGOM-51 RO WWW5EOMATRIX5Y5TE 5.GOM (5E E WIRING DIA, Typ ica I Long stud ina I Gross Sect ion IMPERMEABLE MATEIRIAL5 AND STRUCTURES 5HOUL12 NOT 33E INSTALLED OR 5TORED OVER THE DRAIN r/ Q TH15 ONO) FIELD.TREES AND SHRUBS SHOULD BE KEPT A MINIMUM DISTANCE OF TEN(10)FEET FROM THE DRAIN F•G� C� t Iy01�E FIELD UN_E55 A ROOT BARRIER 15 UTILIZED. ROOT5 FROM NEARBY M015TURE LOVIIN6 TREE5 5UGH A5 11 In li, WILLOW,BLACK LOCUST AND RED MAPLE MAY GAU5E PROBLEMS WITH ROOTS GLO661N6 DRAIN FIELD tttA 5ede.s LATERAL ORIFIGE5. 6REATER SETBACK D15TANGE5 ARE RECOMMENDED FOR THESE TREE 5PEGIE5 LLI )�._ O (2) 2X8 X (LENGTH TO SUIT) AGQ WITHOUT USE OF A ROOT BARRIER. X Z USE (b) *0 5.5. LA6 BOLT W/ MAINTENANCE REQUIREMENTS Applications General HORIZONTAL GRO55 MEMBER 55. WA51-IER 6 HEAD SAND FILTER AND INA OWTS EFFLUENT 15 LOW IN BOD AND TSS;HOWEVER OVERTIME,E910 SOLIDS OR i^•�� O PROP05M /EXI5TIN6 GRADE (TYPICAL) (TYP 0 EA. POST) SLIME CAN A(GUMULATE IN GEOMAT LATERAL PIPES AND ORIFIGE5 AND CREATE UNEVEN WA5TE-WATER = LN Orencoe S-Series Simplex Control Panels control single pumps in Orencol S-Series Simplex Control Panels are electromechanical ""I I"' I! ' I , I'''" ,1III1 ' I, I '' , I !I "' nI II 'I!'' 'I. I1, 'II ,,III , 11 I11 I h!1111111111 I DISTRIBUTION ALON6 THE LATERAL. TO UNGLOCG THE ORIFIGE5 LOCATE THE DISTAL PORT VALVE O effluent sewer STEP systems,onsite septic systems,and for um BOXES AND OPEN THE TURN UPS ON THE END OF EACH LATERAL LINE, MANUALLY ENGAGE THE PUMP (STEP) y p y pump panels for controlling single pumps.Standard features include an (1) 2x ACQ TIMBER SHELF x W � ETI) LIFT STA TO PURGE ANY 1005E SOLIDS. ONCE ALL NOTICEABLE SOLIDS ARE DE51GN MANUAL FOR GEOMRT E....1 LL control into conventional gravity sewer systems, Automatic/Off/Manual (Auto/Off/Man)toggle switch,controls circuit _.� DEPTH TO AGGOMMODATE BLOWER j ELEGTRICAL ELECTRICAL j PRESSURIZED SHALLOW DRAIN FIELD APPLICATIONS-SUFFOLK GOUNTY,NEW YORK -PAGE 10 OF 15 O (� breaker,pump circuit breaker,automatic motor control operation,and t: \\-12" Hygroscopic Membrane .. (1) 2x4 AGO BACK BOARD GNTL PNL GNTL PNL S O DEEP FUR6ED,SHUT OFF THE PUMP. A BOTTLE ERL6H(OF THE SAME 51ZE OF THE LATERAL PIPE)ATTACHED TO an audible/visible high water level alarm with auto reset.Specifications „ � II LENGTH TO 501T 'H' FRAME • 12'il1 x 1411 ! 111 N ' SANDY LOAM (Yq D15TRIBlyrioN PIPE, l: - • A SMALL PLUMBERS SNAKE 15 THEN PUSHED DOWN EACH LATERAL LINE. WITH THE BOTTLE BRUSH for standard and Optional features are listed On page 2. Q I 'PROVIDE SPECIFIED O ( ICr -HOLES REMOVED,MANUALLY EN6A6E THE PUMP AGAIN To FLUSH OUT ANY L005E 5OLID5 IN THE LATERAL (� All S-Series control panels have a 120 VAC controls circuit v o LINE. TO INGREA5E THE FLUSHING ACTION AND VELOCITY,BEFORE AND AFTER BOTTLE BRUSHING, w • w: - - . � p p PROVIDE ORIFICE SFIIELD PET2MANUF. OPEN ONLY ONE EQUALIZATION VALVE AT A TIME. ALTERNATIVELY,A SMALL LETTER MAY BE USED TO breaker.S1 panels have a 120 VAC pump circuit breaker, ;' 'I REMOVE ANY ACCUMULATED SOLIDS. L - Spelafted Ortflce I.'.:": IT 15 RECOMMENDED THAT TYPICALLY THE LATERAL LI OF THE DRAIN FIELD r I while S2 panels have a 240 VAC pump circuit breaker. "_1 LINES BE SERVIGED ANNUALLY. —I "''``' =� / I IF BEING USED IN CONJUNCTION WITH A PRE55URE FILTER IT MAY BE P0651BLE TO EXTEND TH15 r All S-Series panels can be used with both mechanical and 6eoGuard OrtFke 5htld-,: ;: : I = F-•�1 ;.��,I IAL. F•', ;` I I " p . • FREQUENCY. AN 11016ATION OF ORIFICE GL066IN6 15 DISTAL HEAD PRE55URE INGIRFA51%BY MORE mercury float switches. S = Native Sotl and/o • • THAN 20%OR PUMP RUN TIMES INCREASE BY GREATER THAN 20�RELATIVE TO NUMBER OF D05E5. ;` I. THE 5EPTIG TANK AND TREATMENT SYSTEM SHOULD BE PUMPED,MAINTAINED AND OPERAITD SpeCtfled Fill O Listed per UL-508 and cUL-508; CE-listed versions of S-Series :;: I `a" 5TAINLE%STEEL AN6LE FOR AGGORDIN6 TO THE REQUIREMENT5 OF THE MANUFACTURER AND APPLICABLE REE)ULATORY ENGINEER: - PROPOSED 2x SHELF SUPPORT AGENCY. ---� panels are available. i CONTROL PANEL BOX E 0 F, o; .:�- r Trart5ml55ive Gore 4x4x8'L6 AW TIMBER P05T MST$E PLAcm o11T5IDE RECOMMENDATIONS TO THE HOME OWNER: �F ,~Y - r n r' S 1 C 0 e.co S Se.res Simplex Control Pane)(S1 ETM T shota7r,) t Vii, MINIMUM COVER 36" BELOW GRADE K4 VIEK OF 5EPTI6 DO'S AND 11ONT5 ,�, �� l✓� �, r: z .. :::':•::-::. :::: ;. ;: .,.::::.' .;.;. .- f :: INGASED IN POURED GONGRETE IN 12' _z DO: � O _ THAT IT SERVES.GNTRL CONSERVE WATER TO REDUCE 7H£AMOUNT OF WASTEWATER THAT MUST BE TREATED AND DISPOSED - It 39 WIDE MAT DIAMETER 5ONOTUBE. (TYPICAL) R1L.5 AND BLOWER SHALL 1 a y r Q REPAIR ANY LEAKING FAUGET5 AND TOILETS r `/ J'1, Materials of Construction - N J 1 BE MOUNT®35'AI3V ONLY DISCHARGE BIODEGRADABLE WASTES INTO SYSTEM 1�l N O FIf�I51EED GRADE(Mli�OR • RE5TRIGT GARBAGE DISPOSAL USE 3X3'x12Y1 REINFOR f- GROUND WATER 6EOMAT GORE . ABOVE BEE,W11GHEM 15 1,0 O Ch Component Material p0•DEADMAN W/ 1.0 DEEP X 3q.0 WIDE HSR DIVERT DOWNSPOUTS AND OTHER 5URFAGE WATER AWAY FROM YOUR DRAIWIELD 4'° 3 93 LIFTING RIN65 ., Enclosure LN-resistant fiberglass,Type 4X(P 66) �0 . 0 5� STYE I'I•-AN FOR LATERAL KEEP YOUR 5)_PfIG TANG COVER ACCESSIBLE FOR TANK INSPECTIONS AND PUMPING QUANTITY,LOCATION, LENGTH AND PATH I HAVE YOUR 5EPTIG TANK PUMPED RECULARLY AND CHECKED FOR LEAKS AND CRACKSA, Enclosure = Hinge Stainless steel FLOW COVER FLOW // �j I �j / I / /�/ GALL A PROFESSIONAL WHEN YOU HAVE PROBLEMS \ \ \ \ \ GOMP05T YOUR 6ARBA6E OR PUT IT IN THE TRA5M JEFFREY T. BUTLER,P-E. Latch Stainless steel �� b C EOMRT± LEAGH I N 5Y5TEM HYCRO5G0PIG MEMBRANE j��j FROM ETU BASIN TO LEACHING FIELD 0, �REIN=ORCED GONGRETE Typical Gross Section \ �\j I I ���� j�j I f �� DON'T: . . 'Q,• ` . / 11 / 11 FLUSH SANITARY NAPKINS,TAMPONS,CONDOMS,CIGARETTE BUTTS,DIAPERS,WIPES AND SUCH Specifications ANTI-FLOATATION COUNTER HEIGHT - Not to Scale - \� 1 I ° a \� 1 I ° a ���� PRODUCTS INTO YOUR SYSTEM. CQ 'PLAN VIEW' �\ f I I �\ I I I j DUMP 50LVENT5,OILS,PAINTS,PAINT THINNER,DISINFECTANTS,PESTICIDES OR POISONS DOWN THE O I- J DRAIN. Feature $peCifiCatlOnS I I a ° a ° DIG IN YOUR DRAIN FIELD OR BUILD ANYTHING OVER IT C/) \ • . Height,in.{mm} 11.5(292) T' 6EOMAT 6ENEIZ&NOTES AND REQUIREMENTS: TRANSPORT LINES a I I PLANT ANYTHING OTHER THAN 6RA55 OVER YOUR DRAINFIELD. U_ Wi th,in.(mm) 9.3(236) ORENX 34'GA5KETED BASIC DE516N PARANE113Z5 GENERALLY THE EFFLUENT TRANSPORT PIPE FROM THE TREATMENT UNIT TO THE GEOMAT _ DRIVE OVER YOUR DRAINFIELD OR COMPACT IT IN ANY WAY. O Z O FIBE3W- A55 LID HV 55.BOLTS, " I- Depth,in.(mm) 5.4(137) MODEL.FL246 ORENGo INTERNAL.SPLICE REMEMBER TO FOLLOW THESE DE516N PARAMETERS WHEN DE516NIN6 AND IN5TALLIN6 15% TO 3 5GHEDULE 40 PVC PIPE.THE ACTUAL PIPE 51ZE WILL DEPEND UPON SUCH PROPOSED III. . III Q Z o N S1 panel ratings` 120 VAC,1 hp(0.75 k".16 A,1-phase,60 Hz BOX,MODEL`•� GEOMAT: FACTORS A5 D15TANGE,PUMP HEAD,50008 VELOCITY,FRIGTIONAL LO55E5 AND - PRESERVATION OF THE NATIVE 501L BETWEEN TRENCHES AND MINIMIZING ITS DE51PED PRESSURE AT THE 015TAL ORIFICES.THE TRANSPORT PIPE SHOULD BE m ° OLU S2 panel ratings' 240 VAC,3 hp(,-.24 kW)16 A,1-phase,60 Hz MODELORB" U4'B INTERNAL PLI EM$1 Y' f f I I- O J) V - (n > � MODEL HVI25B INTERNAL SPLICE BOX, DISRUPTION AND(Ah3'AGTION DURING GONSITRUGTION IS ESSENTIAL TO MAINTAINING SLOPED EITHER BACK TO THE PUMP BASIN OR TOWARD THE GEOMAT TO DRAIN THE H FRAME DETAIL � u F'' ,� � I } SOL 571YTURE AND THEREFORE WATER AND 6A5 MOVEMENT IN THE 501L AROUND LINE AFTER EACH 005E IN 50ME GASES IT MAY BE BETTER TO SLOPE THE X !n Z O Pump motors used with these panels require ri,temal overload prc;ection. ` THE TRENCHES.FOR THIS REASON,CONSTRUCTION 15 TO BE TRENCH-BY-TRENCH WHEN TRANSPORT LINE IN BOTH DIRECTIONS.THIS SHOULD BE DONE TO PREVENT FREEZING IN �l I Q/ f STRUCTURE FOR INA OWTS CONTROL. ., � PLOW FROM EN FLOW TO LFAGHING FIELP P0551BLE UNLESS A 633 SAND LAYER 15 UTILIZED A5 A 5A5E,AROUND AND GOLD FATHER.AN ANTI-SIPHON DEVICE SHOULD BE USED WHERE ANY GRANGE O 4 4 4 Z < 1 GOVERIN6 THE GEOMAT. 51PHONIN6 OF THE PUMP TANK MAY OCCUR.DE516N MANUAL FOR 6EOMAT PANEL BLOWER MOUNTING AND 4 O IL U,'m TRAN5PORT LINE TO ORAIIIFIELD, GONTROL PANEL FOR LIFT STATION) NOTE: ADDITIONAL GLEAN OUT SHALL BE PROVIDED O W O W D_ PUMP DISCHARGE DESIGN MANUAL FOR 6EOMAT PRESSURIZED SHALLOW DRAIN FIELD APPLICATIONS,- PRESSURIZED SHALLOW DRAINFIFID APPLICATIONS-SUFFOLK COUNTY,NEW YORK r-- IN INTERIOR OF i3LD6,NO HOUSE TRAP SHALL BE r - z I (� < FIELD 416wII6TALL S– FIELD INSTALL GROMMET,MODEL 6125E SUFFOLK GGUNTY,NEW YORK PAGE 7 OF 15 -PAGE 8 OF 15 `./ p`I-E` PROVIDED PER IRC 2015,P3201A CONTROL PANEL PIPE,,MODEL 6q T ORENCO FLOAT ASSEMBLY,MODEL MF3P21F5 KEEP THE BOTTOM OF THE GEOMAT 5HALLOW(b-18 INCHES BELOW EX15TING AND DISTRIBUTION MANIFOLDS AND LATERAL5 __J LLI (� O �` O.44IC�I4 HATER ALAl FINISH GRADES); G-EOMAT P15TRIBUTIM MANIFOLDS ARE TYPICALLY I2"TO 3"5GHEDULE 40 PVG. ^ < Q m SCALE:NONE R: OFF SUITABLE H V ) N • SEPARATION TO THE 5EA50RAL HIGH WATER TABLE 15 3 FEET,UNLE55 OTHERWI5E D15TRIBUTION LATERALS ARE TYPICALLY I"TO 2"5GHEDULE 40 PVC.517E WILL VARY STOPPER OR ORENG0 RUMP BA51N W:LOW HATER/RECANT OFF END PLUG COVER APPROVED; DET'ENDIN6 ON DESIGN AND 51TEGONDITION5.DISTRIBUTION LATERALS SHOULD HAVE REINFORG®GONG,SLAB, W/FLOW IMXVER, SEPARATION TO IMPERVIOUS LAYER SHALL BE 4 FEET,UNLE55 OTHEPHISE APPROVED, FLOW ECdUALIZATION VALVES IN5rALLED TO PROVIDE EQUAL FLOW OF EFFLUENT TO bkb'xlo'WI M TO 6RADE Z # MODEL PB2460FI ORENGO W6H �PUMP KEEP THE BOTTOMS OF THE INDIVIDUAL GEOMAT LATERALS LEVEL; ALL ROWS WHEN 6EOMAT LATERALS ARE AT VARYING ELEVATIONS.FLOW SAI{ ,) < Z Q MODEL PF300r (BY DE516NBy DO NOT OVER-016 THE WIDTH OR DEPTH OF THE DRAIN FIELD TRENCHES; EQUALIZATION VALVES ARE OFTEN INSTALLED IN THE PUMP CHAMBER FOR EASY ^ I- O N • PROVIDE FOR LATERAL PIPE DRAINAGE AND MAINTENANCE AGGE55; OPERATION,PROTECTION FROM DAMAGE AND PREVENTION OF FREEZING.A l l Z tJ J O -STEEL LIFIN6 RINGS(3) AVOID WORKIN6 501L5 THAT ARE M015T OR WET BEGAU5E THEY CAN EA51LY SMEAR D15GONNECT/THROTTLE VALVE 4OULD BE INSTALLED DOWNSTREAM OF THE RUMP TO F? �' 1 AND COMPACT; THROTTLE AND SHUT OFF FLOW TO THE 6£OMAT PIPING. a "a: a. ! ': ' -~ 4 ' Q Ih m �-REINFORCED CONCRETE ANTI-FLOATATION FLANGE: 5CARIFY THE DRAIN FIELD BASE WELL BEFORE IN5TALLII�COMPONENTS. NOTE: SMALL LATERAL AND ORIFICE 517£5 ARE REGOh>r1END£D TO PROVIDE THE .X X (V O 'ELEVATION VIEW' O.A.SQUARE= 36'x 36"x 12"DEPTH HI6HE5T P0551BLE SCOURING VELOGITY IN THE LATERAL5,TO MINIMIZE ORIFICE SEWER PIPE O Q 1� ORENCO LIFT STATION REUSED FOR BASIN: 24'DIA x b'E1�EDME NT 141-IEN FIRST REVIEWING A 51TE AND DEVELOPING A DESIGN,P051TION THE 6EOMAT CLOGGING,AND TO PROVIDE AS EVEN DISTRIBUTION OF WASTEWATER A5 PO%II3LE. � 2 A L HOWEVER TH15 RE�TUIRE5 THAT THE TREATMENT SYSTEM OPERATE Al THE SPECIFIED - 17RY WEIGHT: 3 SQUARE DEADMAN,1,124 L135 L TERA 5 PARALLEL TO 6ROIAID SURFACE CONTOURS WHENEVER P0551BLE.TH15 WILL TYPICAL SLAB DETAIL EXTERIOR G f BUOYANCY CALCULATION: ORENCO TOTAL BASIN BUOYANCY: 1,124 LBS o b 5t1lON. HELP MAKE IT EASTER TO KEEP DRAIN FIELD BASE ELEVATIONS UNIFORM.DESIGNING PERFORMANCE 5TANDARD OR ORIFICE GL0661NG CAN RESULT.WHEN 501E AIR 30 ELBOW O Z LTJ SIMPLEX DISCHARGE ANTI-BUOYANCY C3'SQUARE DEADMAW: PERPENDICULAR TO A SURFACE GONTOUR WILL MEAN THAT THE DOWN GRADIENT END SYSTEMS ARE UTILIZED,THE ORIFIGE HOLES SHOULD TYPICALLY BE I/b""TO 3/16'. AT ETU BLOWER UNIT CLEANOUT w {— BUOYANT FORGE 15 RESULT OF AIR VOLUME WITHIN CANTAINERS 3,2cib L%(24256)AT b'BURY DEPTH OF THE DRAIN FIELD TRENCH WILL BE SHALLOW-PLACED,WHEREAS THE UP GRADIENT DESIGNS 5HGULD A(GGUNT FOR A MNIMUM OF 2 FEET OF DISTAL HEAD AND A MAXIMUM SCALE: N.T5. I Z TALLY IMMERSED IN WATER PUMP BASIN DETAIL ANTI-FLOATATION TO BE CALCULATED BY DE516N END WILL BE MUGH DEEPER. OF b FEET AT THE P15TAL END OF FAGH 6EOMAT DISTRIBUTION LATERAL. N.TS. O xALE: NOW PROFESSIONAL BASED ON FIELD CONDITIONS WITHIN REASON,SMALL FREQUENT DOSES OF EFFLUENT TO THE GEOMAT ARE PREFERRED O O _7 BUOYANT FORGE OF BASIN. OVER FEWER LARGER POSES;HOWEVER,REST/ERE AERATION INTERVALS MUST AL50 O v BASIN HE16HT ANT.VOL.BUOYANT FORGE) BE PROVIDED FOR;4-5 DO5E 5 A DAY 15 M05T GONION.PUMP GHAMBER5 SHOULD FLOH z 0 6 51UBMER510N = 1,12q L135 BE DE-515NED WITH FLOAT SWITGHES GONTROLLING HIGH WATER ALARM,PUMP OWOFF, LU TOTAL BUOYANT FORGE = 1,124 L65 ORENGO NOTES: AND LOW WATER/REDUNDANT OFF.AN EVENT COUNTER 15 RECOMMENDED INTERNAL o TO SAN.SYS. 0 J� CC 6EOMAT EXCAVATION REQUIREMENTS I"NE z PAGE: ANTI-BLOYMT FORGE. ORENCO PUMP BA51N HEIGHT TO BE GUT TO PRECAST ANTE-FLOATATION GOLLAR 06 THE 501L BETHEEN T'HE P&ER5AL TRENCHES,SHALL REMAIN UNDISTURBED WHEN $ED6 PIPING LU 36"X 3b'x 12'0P SQUARE GONG DEADMAN Yr/ Dl'r�IRE LENGTH IN FI13D rrI Ipy POSSIBLE.IF THE PRESENCE OF BGULDER5 OR OTHER OB5TA6LE5 MAKE TRENCH (Y 24'O.D.x VVP BASIN EMBEDMENT= 2,161 LB5 PUMP SYSTEM DESIGNED FOR DEMAN2 D05E ANTI FLOATATION COLLAR ABETS 15056 AT GON5TRUGTION IMPRACTICAL,THE ENTIRE LEACH FIELD AREA MAY BE EXCAVATED A5 110iCj; `W BASIN HEIGHT= 11941135 NECESSARY,BACKFILLED WITH R SUITABLE SAND FILL SUCH AS ASTM G 33 SAND TO TOTAL ANTI-BUOYANT FORGE= 3,2%LBS FLOAT HEIGHTS TO BE AD.lU51�BY DE516N FULL 5UBMER510N I.FOR CLEANOUT(S)LOCATED IN TRAFFIC AREAS, f►a�! • PUMP BASIN VOL.UNE: I.Bb 6ALLON5/INGH • ANTI-FLOATATION DETAIL TO BE THE DE516N ELEVATION OF THE BOTTOM OF TRENCH AND THE 6EOMAT I ONSTERUGTED ORl�1G0 HIGH HEAD PUMP TO BE 517®BY GALGULATH7 BY D�ilfiN PROFE5510NAL AND BACKFILLED IN G33 SAND. PROVIDE WITH TRAFFIC BEARING FRAME AND COVER. ANTI BUOYANT FORGE:EXCEEDS BUOYANT FORGE BY A 2.42 1�I6NER AfM-FLOATATION TO BE GAL.GULAIED SP3 2.FOR USE WITH BUILDING EXTEi�510N5/GONI�GTIONS. _ SAFETY FAGTOR INLET/OUTLET 6ROMMETS TO BE FIELD BASED ON SPECIFIC.SITE CONDITIONS INSTALLED � of 4 SCDHS SET I WOVEN WIRE FENCE SYMBOL GRADE a GRI = EL.140 (MIN. 14 1/2 GAUGE W/ GRADE a GR2 =EL.163' 10' MAX. G. TO G. MAX.b"MESH SPACING) 41++++I+H H 1+++I 1H11 / 6RADF a GR3 = EL 163' y Y / 36" MIN. LENGTH FENCE COMPACT FILL o POSTS DMIN Ib"RIVEN INTO 6ROUND. Xu y ` l I SIGHT OF FILTER = 1b" MIN. 1 t .y 4- TOP 0 CR2' N EL.143'MIH-133'MAX; X TOP 6 GR3: EXISTING ELECTRICAL PERSPECTIVE VIEW EL.143'MIH-133�MAX `y SERVICE GABLE IN CONDUIT: 200 AMP(2"CONDUIT,MIN) " BOT a CR2: > "' ; 320 AMP(� ONDU 'CIT.MIN) 3b MIN.FENCE P05T WOVEN WIRE FENCE (MIN. 141/2 BOT m Gtz3: 132'MAX y - 400 AMP(4"GONPUIT,MIN) GAUGE W/MAX. b MESH 5PAGING) t,, � .GOMMUNIGATION ' E1.142'MIN-132MAX- J WITH FILTER CLOTH � �,><;: a�v , FLOW ' UNDISTURBED GROUND ►� x "i /u u� — — TOP® GRI y GOMPAGTEDSOIL PORT PIPING S EMBED FILTER CLOTH A MIN. OF b" IN GROUND. 4" BOT® GRI 12.02' SECTION VIEW n� i y CONSTRUCTION 5PEGIFIGATION5 30 r i X/< I. WOVEN WIRE FENCE TO BE FASTENED SECURELY TO FENCE P05TS WITH WIRE TIES75 OR STAPLES. POSTS SHALL BE STEEL. EITHER 'T" OR 'U" TYPE OR HARDWOOD. ' 2. FILTER CLOTH TO BE TO BE FASTENED SECURELY TO WOVEN WIRE_ FENCE WITH TIES 5PAGE0 EVERY 24" AT TOP AND MID SECTION. FENCE 5HALL BE WOVEN WIRE, 12 1/2 GAUGE,b" MAXIMUM MESH OPENING. ' 3. WHEN TWO SECTIONS OF FILTER CLOTH ADJOIN EACH OTHER THEY SHALL BE OVER- TOP 0 OF EL.q.5 LAPPED BY 51X INCHES AND FOLDED. FILTER CLOTH SHALL BE EITHER FILTER X, TOP 0 CR2 =EL. IIb' i PROPOSED 1'yyAl ER MIRAFI IOOX, 5TABILINKA TI40N,OR APPROVED EQUIVALENT. TOP® GR3 = EL•n s; SERVICE SPLICE 4. PREFABRICATED UNITS SHALL BE GEOFAB,ENVIROFENCE,OR APPRov EQUIVALENT. BOT a CA = EL.01.42' BOT a QU EL IL73' yi/\ 5. MAINTENANCE SHWLL BE PERFORMED A5 NEEDED AND MATERIAL REMOVED WHEN E30T a GR3 = EL.II.73 'BULGE5' DEVELOP IN THE SILT FENCE. ✓yv In U.S.DEPARTMENT OF AGRICULTURE NATURfV-RESOURCES CONSERVATION SERVICE SILT NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION FENCE NEW YORK STATE 501E d WATER CONSERVATION COMMITTEE UTILITY GROSSI H6 TABLE: N No. UTILITIES INV. EL. a V m SANITARY LIME FL. 12.02' •� CRI WATER SERVICE LINE EL.a.42' O www.dignetnycli.com A"IAINTAINS MIN.18"SEPARATION)79 V of NEWYORK CITY www.ca1o1811.com �l m &LONG ISLAND (for other states) !-�"1 W LL WATER 5E"CE LINE EL.1173' X Z ll. CR2 (—'+ 800-272-4480 � 811 � Ex.PWR/C.OMM SERV. I.E.OF EXISTING SERVICE DETERMINED BY MIN/MAX E IMAL DEPTHS PER STANDARDS(SEE DIA.A VFJ WINTANS MIN. 18"SEPARATION) F-�-� O = � By law,excavators and contractors working in For safety reasons,homeowners are strongly r"� the five boroughs of New York City and Nassau encouraged to call as well when planning any WATER SERVICE LINE EL.11.73' • n' W d) and Suffolk Counties on Long Island must type of digging on their property. CR3 EX.PWR/GOMM SEIZ/ I.E.OF E:AS11NO 5ERVIGE DETERMINED BY MIN/MAX �L- contact DigNet,1-800-272-4480 or 811,at least Homeowners can contact us directly at 0 ,l� 48 hours but no more than 10 working days 1-800-272-1480 or by calling 811,the EIVRIAL DEPTHS PER STANDARDS(SEE DIA.ABOVE) W (excluding weekends and legal holidays)prior national call before you dig number.For (MAINTAINS MIN.18"5E PARATION) to beginning any mechanized digging or excavation work completed on personal excavation work to ensure underground lines property,it is the contractorsw m are marked.Excavators and contractors can responsibility--NOT the homeowner's—tio also submit locate requests online,through contact DigNet.Having utility lines marked ITIC.If you do not currently use ITIC,please prior to digging is free of charge. call 1-800-524-7603 for more information. CR 1 CROSSING / TRENCH DETAIL �a CR2 WATER SERVICE LINES, POWER & COMM SERVICE LINES, CR3 AND SANITARY OUTLET PIPING ENSIN_ER' NOT TO SCALE�'C E op�i� N 0 £4� O j `J: 0 `0 " a'o 9� JEFFREY T. BUTLER,P.E. Q 0 CQ EW-+ O z o Qz p X Q W � � `� ~ In } STORM DRAINAGE CALCULATIONS: 24'40 CAST IRON COVER FLOCKHART IJ- Z O FOUNDRY COMPANY PATTERN 140.61128 Z 0 VOLUME: = AREA x RAINFALL x COEFFICIENT NT OR EQUAL(ADJUST TO FINISH GRADE) R,RAINFALL82'P O.Ibl' PIPE: FINAL GRADE U (3 W O D CY _ GOE FFICIE NT OF IMPERVIOUS 5URFAGE = ID HIGH DENSITY :' �� ,�t J Z (� Q POLYETHYLENE(+LOPE) N� 1 24_ _ , ,Q —1 W VDEDICATED T0. ' - ` -\I' O < Q N EXISTING MODIFIED GARAGE(6018 5F� 15'PIPE DIA.MIN.155 MIN.(AS REQUIRED) I 1 hvXv =`~ _ /V�� I Q V O GALL.: bq8 S.F.x O.Ib7'x IAO = IIb5 GUFT. TOTAL VOLUME REWIRED = ITT CU.FT. SIZES! USE 6) -6'4)x b'LIQ.DP.LEA(HIN6 POOL M INLET TO SD CONN= IONP MIN I r I, n/ Z TOTAL VOLUME PROVIDED = 734 GUFT. 50 TO 50 CONN= 15'0 MIN -` H-20$'THK TRAFFIC lil O O ,l .� kl ROOF LDR CONN= 4'0 MIN , BEARING SLAB W n W V_ X x } m m TOTAL VOLUME REQUIRED: 117 GUFT. STORAGE NOTE:CONNECT DOWNSPOUTS TO ' � X / �`� �; Z lS� O 1 TOTAL VOLUME PROVIDED: 134 GU.FT. 5TORAGE DRAINAGE SYSTEM AS SHOWN � WRAP WITH boz.(MIN) � < Lf) LL N O U51NG 4'5DR 35. PITCH AT I/8' ; PER FOOT MIN.IN DIRECTION OFI y NONWOVEN GEOTEXTILE [-"� Q (' DRAINAGE STRUCTURE NOTES: LEACHING POOLS.PROVIDE BOOT (FILTER FABRIC) LL 1. LEACHING POOLS 5HALL BE PRECAST CONG GEMENT 5TRUGTURE 5 A5 MANi1F. CONNECTION TO 00146POUT. Q� O BY SUFFOLK PRECAST ING.OR EQUIVALENT. SHOP PRAHN66 SHALL BE 4' 4' 'TOPS ALL SECTIONS BE IN r Z W 5LIBMITTED TO THE:TOWN ENGINEER FOR.APPROVAL. � � � U 2. ALL GONG GEMENT USED IN THE MANUFAGTLIRIN5 OF PRECAST STIMT. 1 � 1. - I BED OF MORTAR. W � LA ~ SHALL DEVELOP A MIN GOWRE55IVE STREN6TH OF 4000 P5.1.IN 28 DAYS. 3. SHOP PRANIN65 OF PRECAST MANHOLES AND CATCH BASINS MUST E 51,13MITTED TO THE:TOWN ENGINEER FOR APPROVAL. V MIN ( �� � � i Y MIN 2 % a 4. RECMT5 FOR DEVIATIONS FROM STANDARD DRAINA6E INSTALLATIONS SHOWN MUST 13E MADE IN WRITING AND MUST INCLUDE DRAINAGE: � a [L GALULA � f 5. ALL DRAIINAGE STRUCTURE 5 SHALL BE PLACED IN ACCEPTABLE LEACHINGI SELECT 6RANJLAR 501E PA E: 501L5 AS APPROVED BY THE VILLAGE E N61NE E R IN THE EVENT POOR - a b'DIAMETER I BACKFILL FOR LEAC44M MATERIAL 15 ENCOUNTERED,EXCAVATION 15 TO BE CONTINUED TO PERIPHERY AND BOTTOM 5UITABLEE MATERIAL AND BACK FILLED A5 DETAIL.ED, l en EXCAVATION AND BACKFILL WITH ACGEPTABI..E LEACHING(5ffi NOTE 015) 6.USE 15'DIA CORRU6ATE D H16H DENSITY POLYETHYLENE(HOPE)HEAVY DUTY 6ROUNV WATER LEACHING MATERIAL(5EF NOTE#5) PIPE FOR INTERCONNECTION OF ON-51TE STORM WATER LEACHIN5 POOLS A.HDPE PIPE SPECIFICATION(AASHTO M-294) B. INSTALLATION OF HDPE SPEXCIFIGATION(ASTM 0-2320 TYP. STORM WATER LEACHING POOL DETAIL SP4 G.WATER-TI60T JOINT TE5TIN6 SPECIFICATION(ASTM 0-3212) NOT TO SCALE D.GASKET SPECIFICATION(A5TM F-47T) of 4 SCDHS SET Glenn Goldsmith, President ®F S®UTTown Hall Annex A. Nicholas Krupski,Vice President ®� ®�® 54375 Route 25 P.O.Box 1179 Eric Sepenoski d [ Southold, New York 11971 Liz Gillooly Telephone(631) 765-1892 Elizabeth Peeples Fax(631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD NON-JURISDICTION INSPECTION DATE OF INSPECTION: APO� 11 7,073 INSPECTED BY: �1ZoL6" &2t Ch. 275 Ch. 111 COMMENTS: 01 ., JM ay e scope 04 jjakS -IN ark auk 0. 0,-1-cc4 chnL%+W -hwl aA'&�j it all n hde 0! +he Ito, Ilym D� Tvu4cc lur►1 AidihA EN-CONSULTANTS March 23, 2023 Glenn Goldsmith, President `r Board of Trustees MAR 2 7 2023 f Town of Southold P.O. Box 1179 -- - - - -: Southold, NY 11971 Re:AUison & David Affmito, 1675 Pine Neck Road, Southold (1000-70-5-42) Dear Mr. Goldsmith: We represent Allison and David Affinito, who are proposing to upgrade their existing sanitary system in connection with the addition of a half-bathroom to an existing accessory garage(and an outdoor shower located outside thereof), as depicted on the enclosed survey prepared by Nathan Taft Corwin III Land Surveyor, last dated September 28, 2022; and the enclosed site plan prepared by Jeffrey T. Butler, P.E., P.C., dated March 2, 2023. From the tidal wetlands boundary associated with Jockey Creek, the existing septic system to be removed is located approximately 114 feet away; the proposed I/A sanitary system is located at least 126 feet away; the existing garage to be renovated and proposed outdoor shower are located more than 150 feet away; and all associated construction activities and site disturbance will be located more than 100 feet away. I am therefore writing to request that you please issue a Letter of Wetlands Non-Jurisdiction pursuant to Section §275-3(C)(5) of the Town Code, stating that a Town Wetlands Permit is not required for the proposed activities described herein and depicted on the above referenced site plan. In support of our request, I have enclosed two (2) copies of the above referenced survey/site plan; site photographs taken on May 10, 2022; a check payable to the Town of Southold for$50; and authorization forms signed by the property owners, authorizing En-Consultants to act as agent and the Trustees to access the property for the purpose of making the requested determination. Should you have any questions or require any additional information to process this request, please do not hesitate to contact me at your earliest convenience. Respectfully yours, Robert E. Herrmann Coastal Management Specialist Enclosures 1319 North Sea Road I Southampton,New York 11968 1 p 631.283.6360 1 f 631.283.6136 www.enconsultants.com environmental consulting Board of Truste Application AUTHORIZATION (Where the applicant is not the owner) I/We, David Affinito owners of the property identified as SCTM# 1000-. 70-5-42 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. NSA Property Owner's Signature Property Owner's Signature David Affinito SWORN TO BEFORE ME THIS _� DAY OF._ _-,20 23 MOSE��f New York Notary Public do ry Public.5�20498 Quaifled�n Kings Co 16 2023 Q "Fxnirrc arch Board of Trust4e .Application AUTHORIZATION (Where the applicant is not the owner) I/We, Allison Affinito owners of the property identified as SCTM# 1000- 70-5-42 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 �. _ Property Owner's Sig re Property Owner's Signature Allison Affinito SWORN TO BEFORE ME THIS DAY OI- 20?� Notary Public moSESGNo. Yo* {�otar,pubp1,P5310%9 t�Y pua ied %2023 ^.omm�"""Fxn�1¢e atth Board of Truste Application AFFIDAVIT David Affinito 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 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 TOHOLD 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 TRUSTE ES,THEIR AGENT(S) OR REPRESENTATIVES, INCLUDING THE CONSERVATION ADVISORY COUNCIL,TO ENTER ONTO MY PROPERTY TO INSPECT THE PRE MISES 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 Signature of PropeW)rOwner Signature of Property Ownei David Affinito' SWORN TO BEFORE ME THIS ( 0 DAY OF . 20 Notary Pub is otNewYoric NORCO( Olt 632A98 jjfjediq_Ki C"16 2023 ua,1,1,,,, Board of Truste Application AFFIDAVIT Allison Affinito BEING DULY SWORN DEPOSES AND AFFIRMS THATHE/SHE IS THE APPLICANT' FOR THE ABOVE DESCRIBED PERMIT(S) AND THAT ALL STATEMENTS CONTAINED HEREIN ARE TRUE TO THE BEST OF HIS/HER KNOWLEDGE AND BELIEF,AND THAT ALL WORK WILL BE DONE IN THE MANNER SET FORTH IN THIS APPLICATION AND AS MAY BE APPROVED BY THE SOUTHOLD TOWN BOARD OF TRUSTEES. THE APPLICANT AGREES TO HOLD THE TOWN OF SOUTHOLD AND THE BOARD OF TRUSTEES HARMLESS AND FREE FROM ANY AND ALL DAMAGES AND CLAIMS ARISING UNDER OR BY VIRTUE OF SAID PERMIT(S), IF GRANTED. IN COMPLETING THIS APPLICATION,I HEREBY AUTHORIZE THE TRUSTEES, THEIR AGENT(S) OR REPRESENTATIVES, INCLUDING THE CONSERVATION ADVISORY COUNCIL, TO ENTER ONTO MY PROPERTY TO INSPECT THE PREMISES IN CONJUNCTION WITH THIS APPLICATION, INCLUDING A FINAL INSPECTION. I FURTHER AUTHORIZE THE BOARD OF TRUSTEES TO ENTER ONTO MY PROPERTY AND AS REQUIRED TO INSURE, COMPLIANCE WITH ANY CONDITION OF ANY WETLAND OR COASTAL EROSION PERMIT ISSUED BY THE BOARD OF TRUSTEES DURING THE TERM OF THE PERMIT. N/A Signature of Propert Amer Signature of Property Owner Allison Affinito SWORN TO BEFORE ME THIS DAY OF. 20 MOSES GA o1�New York Notary--Pt'161ic t4() rj%A6320915 cou oug4jed iq 2023 DAVID AND ALLISON AFFINITO, 1675 PINE NECK ROAD,SOUTHOLD y� r Ott 01 OPP kt f f, M n a r. Figure 1. Looking south over tidal wetlands boundary at waterside of existing dwelling. A x ►'. ai it 1x5 r TT a Figure 2. Looking south toward Jockey Creek from deck attached to east side of house. DAVID AND ALLISON AFFINITO. 1675 PINE NECK ROAD.SOUTHOLD a. �i 111 ...� ,,�.,,cu,' -�,., .•sem. - 9, Figure 3. Looking southwest from location of proposed UA sanitary system to rear of dwelling at existing garage to be renovated with half-bath and outdoor shower. °T • J wlw—a¢sEc�No.sea — ,t T— c- 41 ase" TQNIOFaM110D obtoat "' �• 2 a ,.¢, a w � ,y '� tWd «., H a4m `•a. as ] ♦ �. 3�"� w sp .WG a.aNO a2� 1 6 ]1 WG a .. m. P z-t•4z v^ ,• me rc " saun,otn sc,roa usmicT wo.s • � � 'd]I' . p \ i ,b � / N xRlele '� • O + AO b¢ e3 63 ww 0 4 • \. / oil 0.0►M O E� ®aron oe ,.SMd socE,. ^ n Z a 410 01] 1 ,e.t1 « n. N_ ,3.(d i3/�(G �SNG %Wd to]td Nw m2 ti.• w l c t _ ♦ w JI J � �i C1+EE1t oR. e • i' lowl,ar,x"mlaD " - ,t' I '•1° m �� 1f 'IDs w ! h 's I" r �_�...` lT .. www.w . � � / � \ ,•a ,ID.]• "�„ J 3�(d fIR sovrNaD 5 r� � aulq a © .. •td � T i s., 6 d `° - � zp,� ],rll w � „tlwatr u laNd /�' s!- 5.., �y • $R N -' ats -� j` b• —1 9� ' tT ' R a `•ID ], ,811 Q w day z 'MIU a.t 1 � ♦1 S galr' t i b • � « b u t p � 5 ] a c g, � r 1nVc1 _ a� . bl b • N ]e '�1�N,Ula n ] aR s gtIT,EK .ID �. K � :O\ ai•cd T m m 13N ]5] as.. 1 ' L•' R ^ �a°'` �' T yy' w'] rFwY s e � ♦t N r `J �� w+ ji t.M ME pe, u ,,, a Mt o u a •F� � y^ ]" ]' '�11 � ta11 1T © 5a Cl,etC-w ^ 10 b p io � w �♦'^ `ryw, 4a j j� 'P W � �. T a b ], st a a s m^ ^a � 2°^ � j4 ' S� •] 1 .° 1 � ,a m • 'r ^« ^ ^ _^ ^ "c se y 9 >• a s1 s ,5 « N^ ^a j $ ^ or+\ ( .3�. • w y sanl,otD d i4q �i p wmi E ..r •. �.. — -- -- NOTICE COUNTY OF SUFFOLK © a ea ar sowTNOiD SE No E•.w.�w_ —�— r.. r R,i r O w`..� .--_ �..0 Real Property Tax Service Agency r 070 O _ P UtnN MtOMRW MP