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HomeMy WebLinkAbout1000-70.-5-42 OFFICE LOCATION: �Wr S® �® MAILING ADDRESS: Town Hall Annex �® �® P.O. Box 1179 54375 State Route 25E Southold,NY 11971 (cor.Main Rd. &Youngs Ave.) cep Southold, NY 11971 ® Telephone: 631 765-1938 c®Uf1l�,� LOCAL WATERFRONT REVITALIZATION PROGRAM TOWN OF SOUTHOLD To: Glenn Goldsmith, President Town of Southold Board of Trustees From: Mark Terry, AICP LWRP Coordinator Date: December 11, 2023 Re: LWRP Coastal Consistency Review for DAVID &ALLISON AFFINITO SCTM# 1000-70-5-42 En-Consultants on behalf of DAVID &ALLISON AFFINITO requests a Wetland Permit to construct a ±772 sq.ft. second floor addition over and within the footprint of the first floor portion of existing 1,890 sq.ft. two-story, single-family dwelling with attached 606 sq.ft. deck and 375 sq.ft. porch (adjacent to existing ±858 sq.ft. second floor to remain), with no demolition or increase in existing dwelling footprint; install stormwater drainage system to collect roof runoff; and establish and perpetually maintain a 10' wide, ±1,133 sq.ft. non-turf buffer area to be planted with additional native vegetation adjacent to the wetlands boundary. Located: 1675 Pine Neck Road, Southold. SCTM# 1000-70-5-42 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 action is CONSISTENT with the LWRP. Pursuant to Chapter 268, the Board of Trustees shall consider this recommendation in preparing its written determination regarding the consistency of the proposed action. Cc: Honorable Lori Hulse, Attorney NOV 3 0 2023 Town of Southold LWRP CONSISTENCY ASSESSMENT FORM Southold f own Planning Board 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 si nig ficant 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# 70 - 5 _ 42 PROJECT NAME David&Allison Affinito The Application has been submitted to (check appropriate response): Town Board ❑ Planning Board❑ Building Dept. ❑ BoaraVTrustees Category of Town of Southold agency action (check appropriate resp(a) Action undertaken directly by Town agency (e.g. capitalconstruction, planning activity, agency regulation, land transa (b) Financial assistance (e.g. grant, loan, subsidy) ❑ (c) Permit, approval, license, certification: Nature and extent of action: Construct+/-772 sf 2nd floor addition over footprint of existing first floor to remain(and adjacent to existing+/-858 sf 2nd floor to remain),with no demolition or increase in existing dwelling footprint; install stormwater drainage system to collect roof runoff; and establish a 10-ft wide,+/- 1,133 sf non-turf buffer to be planted with additional native vegetation adjacent to wetlands boundary,all as depicted and described on the site plan prepared by Jeffrey T. Butler, P.E., P.C., last dated September 7,2023. (Note that proposed I/A sanitary system and related work located more than 100 feet from wetlands were previously determined to be outside Chapter 275 jurisdiction pursuant to Board of Town Trustees letter dated April 17,2023). Pursuant to Southold Town Code§268-5 ("Review of Actions")and the corresponding definitions of"actions" and"minor actions"by §286-3 ("Definitions"),the proposed work meets the following definition of a minor action and should thus be determined to be exempt from waterfront consistency review: "II.Additions to an existing building or rebuilt residential structure which results in no net increase in ground area coverage, except where the parcel is located in a coastal erosion hazard area." Therefore,all policy responses herein are noted as "N/A." Cantrell, Elizabeth From: Robert Herrmann <rherrmann@enconsultants.com> Sent: Monday, November 27, 2023 3:13 PM To: Cantrell, Elizabeth Subject: Affinito Liz,I'm sorry,I got distracted after we talked this morning. Pursuant to your request,here is the modified project description to include reference to the existing house. Let me know if this is what you were looking for. Construct+772 sf 2nd floor addition over and within footprint of first floor portion of existing 1,890 sf 2-sty single-family dwelling with attached 606 sf deck and 375 sf porch(adjacent to existing±858 sf 2nd floor to remain),with no demolition or increase in existing dwelling footprint;install stormwater drainage system to collect roof runoff;and establish a 10 ft wide, +/-1,133 sf non-turf buffer to be planted with additional native vegetation adjacent to wetlands boundary,all as depicted and described on the site plan prepared by Jeffrey T. Butler, P.E.,P.C., last dated September 7,2023. (Note that proposed I/A sanitary system and related work located more than 100 feet from wetlands were previously determined to be outside Chapter 275 jurisdiction pursuant to Board of Town Trustees letter dated April 17,2023). Rob Robert E.Herrmann,MEM Coastal Management Specialist En-Consultants 1319 North Sea Road Southampton,NY 11968 Phone: 631-283-6360 Fax:631-283-6136 Email:rherrmann@enconsultants.com www.enconsultants.com ATTENTION: This email came from an external source. Do not open attachments or click on links from unknown senders or unexpected emails. 1 Location of action: 1675 Pine Neck Road, Southold Site acreage: 1.1 acres Present land use: Residential,one-family dwelling with accessory swimming pool and garage 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: David&Allison Affinito (b) Mailing address: 220 Congress Street,Apt. 6G Brooklyn,NY 11201 (c) Telephone number: Area Code 646-717-2772 (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? New York State DEC 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 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 Attach additional sheets if necessary Policy 5. Protect and improve water quality and supply in the Town of Southold. See LWRP Section III - Policies Pages 16 through 21 for evaluation criteria ❑ Yes ❑ No ® Not Applicable Attach additional sheets if necessary Policy 6. Protect and restore the quality and function of the Town of Southold ecosystems including Significant Coastal Fish and Wildlife Habitats and wetlands. See LWRP Section III - Policies; Pages 22 through 32 for evaluation criteria. ❑Yes ❑ No ® Not Applicable Attach additional sheets if necessary Policy 7. Protect and improve air quality in the Town of Southold. See LWRP Section III — Policies Pages 32 througW34 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 FIN o® Not Applicable Attach additional sheets if necessary WORKING COAST POLICIES Policy 10. Protect Southold's water-dependent uses and promote siting of new water-dependent uses in suitable locations. See LWRP Section III - Policies; Pages 47 through 56 for evaluation criteria. ❑ Yes ❑ No ® 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 DATE October26,2023 Robert E. Herrman Amended on 811105 DAVID AND ALLISON AFFINITO, 1675 PINE NECK ROAD,SOUTHOLD TPRINT �i w' -% de 06 s Ate.:• ... - Figure 1. Aerial view of existing and neighboring dwellings along Jockey Creek in April 2021,noting location of proposed second floor addition adjacent to existing 2nd floor(to remain)and over existing first floor(to remain). Image by Google Earth. -1 Wa prig t s A Figure 2. Looking northwest toward Jockey Creek at existing 2nd floor of dwelling and location of proposed second floor addition. DAVID AND ALLISON AFFINITO, 1675 PINE NECK ROAD,SOUTHOLD w a Figure 3. Lookim,somll «t north/seaward side of dwelling and location of proposed second floor dwelling addition. -t1.3 a� - � SEE BEC.N0.OB3 ,PMi a9 •ry7ll�-- BEE SEC.tw oe3 �E �`M1 � xMlyn <-- � �1, 02� I ••t �3` .p r � � a] � rowN ov scurnao � 0�11'aY1 '0 23wc1 12� ° B- �31 i✓° A 'ly, Q A 1 ],w-gun �� m 1 Yf y�(cl b, , S' 18 'Z] .3 � 1 � 1.10 B C SW]NOID SCIgOL OIBTNCT NO.S rt_ r 'f' a' � �°�` '�-;+ / tap — '° ,°tea" 1 " r 1 G _ � �� ' � N w bow .pf� ,at ,n 2t" 2Bw p1• � � ] / t mux 'a .2 2 1 t2Nq 1.2Nq TBNcI - - -- a '• " B ��'',s,ay,12 . w«'�\�\\� \ ,a2 xo V, � N 2.wc1� t���_• 1 - yy .• r� o.� rownvSWlNOxn ' ,1 ,B 2, p 6 11Nq 25 O + aTMq rac�u um ,: 1,B 2 ,Alld g6 L 2 - •�0 >9'k,w SOIIINOLD N� 4 Bowfin�' ,.Pycl 1 �¢ 9 Y >s• � °, 'fp r' i • � '"` i) G ° °x '� -xg,6 ¢ a "r 1 tailcl � T . 3a3 3B1 3a2 t1VO 3°ty1c,Nc 11N,.xNc 1); ° t Bx 'p Pe'"t5x ,°m'�-x3 �1�8, r,6 I• ° w��\ S1Nc1 �J'1 J y y PHIE �� t x 3 , tl° B s'^.r� ,71 p � i m 3 xx: qpx `,3 •�� ^ �' t Hu 1B 90ttrM011l 12 p 121 )a ?6 :1Bm ' 1) ,° x,g •pM ]B 9 qpa I 1 g . � D � /L n m m ,� .3g,1 •9 v A 31 L M 3 xt r ,vi . i- m .- n ?s " ? y a r 12 1, � r 1 • 332 3Bt 3 1 NP CLEhfMEW ° 9 A ]0•'� n rD y £ , �° � ' -_-_ a :1.7B � � .Bo 3B 3 x r P.0. 70 1 .QEARY,Ews IBse im u sa a ,,,zz S .y - -- - -. ro. va+PCL no i 52 ;a2 ' p € '°°BBB •^ B] - Y " Y 7.0.9 Uy„ 1,'^ 8EE6ECNO q�Q6 .. 18 g Bl Ot-03fi Sa Ttw�io \a ,w•wwBaB.w° __ •Y P.0 � { 1e„.21 21"\ °� NaTCn unE eR+l �— —————- _—R^-- N -- d„� rancE -, COUNTY OF SUFFOLK © K oo SOUTHOLo MCTIM NO O ------ c �i`}Real Property Tax Service Agency v oro 070 UN`z31 x rnBn y imcw 1BN PROPER-1-P SURVEY OF JO CKE y WOOD DOCK LOT T 5 CREEK MAP OF PROPER T Y OF METAL C . WELLS PHILLIPS S 89047'40" E RAMP FILE No. 297 FILED NOVEMBER 6, 1909 58.85 FlXEDS 79-52' SITUATE TIE HIGH WATER MARK ON WOOD DOCK 4 1. 1LINE ALONG APPARENT 5 3�� E S 0 U T H 0 LD OCTOBER 21, 2020 — s yy 3 Fa F#5 - wF�y6Ali OCT— _ ; TOWN OF SOUTHOLD F{(E2 3 �►�� SUFFOLK COUNTY, NEW YORK CONC. BLOCK WALL BW 3 fV w 6.3 CE ` ��\\ IOOSeOU WF/11O — 0.5W. W0.2 I �� z a ,►�,� S.C. TAX No. 1000-70-05 42 DO 8 wsz ,�`�� c°��S`'�rq�, N SCALE 1 "=30' 10— �— t W8 ��u I �3x -'�S, WF#12� �14_— a e�; I > wF1p,3 APRIL 30, 2009 �, APRIL 17, 2015 UPDATE SURVEY TOP OF SLOPE CONC. BLOCK WALL OCTOBER 21, 2020 UPDATE SURVEY ewL7 \ \ SEPTEMBER 28, 2022 UPDATE SURVEY WALL FNCE \ I O.L. 15.6�iS 1�� 13.0 � 36.3 \ 165 �� \� AREA = 47,904 sq. ft. f �� W FENCE (TO TIE LINE) 1.100 aC. w moo/ -6 \ Z 2.0'W. XN IJ 0 �, \ CERTIFIED TO: r1 4 x \Ir o 6, mo BOA\ Via' DAVID AFFINITO ,/C �� N� `�� N�Wj ALLISON AFFINITO ri 7•9' wooD Z. FIDELITY NATIONAL TITLE INSURANCE COMPANY 16— STEPS h 16.8 JPMORGAN CHASE BANK, N.A. OPANE F.FL TANK 15.8' 18.6' &°PDRAVEVE 8 NOTES: / 12,9 ; �343� 1. ELEVATIONS ARE REFERENCED TO N.A.V.D. 1988 DATUM ROOF OVER �3�r DDIR�u�RED EXISTING ELEVATIONS ARE SHOWN THUS:s.0 WOOD PORCH EXISTING CONTOUR LINES ARE SHOWN THUS: — — — — —5— — — —— \ F.FL. - FIRST FLOOR RQ'\' WIRE / WOOD G.FL. - GARAGE FLOOR WALK STEPS J0 T.W. W. - BOTTOM OF WALL 2. WELL LOCATIONS AS PER PROPERTY OWNER. UTILITY �,` P . . !N POLLS ( \ a .•• Capp 11.9 cWi 41 a� • TEST HOLE B, ,o WOOD PLAY SET �� a STOCKADE — —14 FE7VCE 14— w : Y W a G''-' �' GUY IRE 150' FENCE O•L x 14.2 m m a WELL 1J p Y 3 1..4 1 .4 ,� I o E . UlIL1TY OLE q W Q / W o POLE V )- v f +, 16' OLjLd rol LZQ �^ :` ciz • �W C9 v�• •TELECOM'•UNcli ^ 1 p . ; N a •.. �,W J 15p J 18 i Z' G.F24. LLj 3 ST E EDGING ti 1 I N 'rg x C3 Q 2 t 3? \ �&3 O 0� \ LA Pno I • � Q a p z� < PATIO 8. 4 e \ 63w JV 43 I 0 :�. 16. o L, Oti N m f9.5 • �s C� a UTILITY Z to POLE o� I . , 1Yj J TEST HOLE DATA tin g 10 p a O �� (TEST HOLE DUG BY McDONALD GEOSCIENCE ON JUNE 8, 2022) I W Lk a w • :93 DARK BROWN LOAM OL 18. I1 � 0.5' U I I �s'• :J BROWN SILTY SAND SM 179�� • PALE BROWN FINE TO COARSE SAND SW I z I • oz I GROUND WATER 10.9' I I WATER IN x cWi PALE BROWN FINE TO COARSE SAND SW W � Z � . O . 17' z m UL•r1Y1Sq POLE I W o N "' W I o aa' Z UTILITY POLE w UL f14A X W WELL INSIDE HOUSE O O I I O ' 9 : O •.p.. Z If 1 (1)w 6 io FENCE N POST& RAIL FENCE 7 N. 0.4'E I T.s POST& � O FENCE 0.2W. FENCE ` F UND ONE POST do RAIL FENCE M N. 0.5'N. 21 SOLE 14 _ ATE M R PREPARED IN ACCORDANCE WITH THE MINIMUM _r°VERHFAp WIRES �.—POST Lm 699.5'f STANDARDS FOR TITLE SURVEYS AS ESTABLISHED •' . . . • _ ° • ° ~MAILBOX ` POLE .. » FIRE BY THE LIA.LS. AND APPROVED AND ADOPTED .•� :., f N 8503000 W y •; . 2L7 . RaNr _ FOR SUCH USE BY THE EWaQf �TATE LAND ' O TITLE ASSOCIATION. 0\� `I/ • a .00 •:.EDGE '•• •.' • � � ., • '..a :` _ PAIEMENT O'� OF N file P K.. 0 OF �,s ��E• .. ..... • Y 1 NE NEC r •••' ��G� �(AFTCO �,Q�ii AD ;: .:: a• � � �.�P� 9�••: � �_ PUBLIC WATER IN STREET DWELLING a ' D LING �• r PUBLIC WATER T ) �O DWELLING �s'•.,Q5046� •'����• PUBLIC WATER +'/ C f I N D•�,, DWELLING /��18 i i 1 11k,0 N.Y.S. Lic. No. 50467 PUBLIC WATER UNAUTHORIZED ALTERATION 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 VALID 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 ' IZONTAL SEPARATION DIST,FOR 5TORM IFRAME NEARBY SANITARY SYS AS SIX" + 4%"4,. '-'- *u_ � "", n .1 I i� I !,i. . , TIE LINE ALON6 APPARENT SEE DETAILS NO REMIREMEIM,VHS SM NOTES ON"SP2. ......" . ., stools . I , � Ft� _�,g" If, � 11�`� 115 DRAKABE LFAC14NO POOLS: SEE w FRAME m VHS 5133 PLANTIN(SQ *�11 + + 4 __ 4' ;�k�'r , � 1,�j _��'­ �,114 1*A,p, , ,!� 4. i HIH WATER MARK ON X METAL PLANT,UNIT INCLUDESi 6 PROVIDE 20 AMP SEIRVICE MOM MAIN ELECTRICAL ,FOR HOLWTINIS M16N/REMLIREMENTS,SEE +1 ,4 4.1. + 4- + , PROPERTY LINE - WMINIMUIMI OCTOBER 21,2020 o MODEL MOO,ORAVITY SY5TEK PIRDPOSED 4f HRAME MA1,ON"SM __� I 4Z . + ,f�', �r4 'X ,—,1,111� p I,�"111� UNDERGROUND UnLnIE5= 5'MIINIMUM (EI? — ;Z_� — - I- I-, _;t,� I , rl I,!&, I, �,I;,­�111'1 1, E 8 � MANHOLE=20'MINIMUM Y02 kf#3 W#4 \1-1-11�, BUOYAW�Y AN641ORINS PER NOTATION AW CALCULATION PROPOSMSANITARY SYST04 INSTALLATION. I a LENSTH OF ANC+IOR SNALL M-40�-151"OW OR I T .51 -,%,,,r.4,- ,. �111�11-"A_l - , ­­ �1,4. f t � I BHU4 1113, 1 ,111, 6FI 0ONVINIENCE RECEPTACLE NEARBY CONTROL PNL "TEVER.15 MCE55ARY TO ACHIEVE 10 KIP ULTIMATE �_ - —_-)X� - -- ,,,2 '" , , 1� b� . AREA OF OROUNP DISTURBANGE: TURNBY-AIE TO EAChi fEdC�AL ANCAM =____d___A \ � ____1 EX.191;FL FTPRINT To ,+",4" 11`:�,-1,;­v��� `�,:�,­! . . ,�,I�,, ,r u,i �!41 . I S LE �= - - *MAINTAIN AU SEPARATION DISTANCES I w —op_W EX 2nd FL TO REMAIN �`,` *,'4 14 , PRAINASE 1% L. 10-0 W, �) �"13 *MAIMIN 6RAM 5'BEYOI!V M,THIN 5I.CPE D"To I (Im Sri . �, . r_,,,, -V 9 CM BI-K TjQ....... o LOCA110H OF 50%EXPANSION SHOM TIDAL WETLANDS BOUNDARY W BA%1vIEW I �> \ -n2 S.F) 4 �11k,�t n 11 �­ I 1: � 1_� PROPOSM FUMP AM BASIN: EN-CON15ILTANTS,MAY 10,2022 EX.l5t FL FOOTPRINT TO REMAIN(:tl)MO SF) a� G HABITAa MOP. 6 BEVRM 0 �j 8 KATER 51ERVICE LINES = I&"MINIMUM! --ill-_367 TIE LINE ALON6 APPAMNT HiSH I I — X \ - Bi#� EX 2 5TY FR P" NXI \ ,P- PROVIDE: X.WTAL DROP05ED 2nd FL. ADDITION(iT72 S.F) 36 i NOT TO SCALE � �� 5 5ARTTARY KA61E LINES = 16'HNI MUMt � � Ast fL MV PARTIAL , ,�, �\ %�_, s MW.P4.ANTI-PLOATAMON RANSE TO COURrIER46T BUCYAZY HATER MARK ON OCT.21,2= MP PROP05ED 6 BLWOOM !/ ;t I 1\ __ N m4trl 5 Elm SEE DNS SP`3 FOR,MAILS NO WORMATION = \ PROPOSED INNOVATIVE AND ALTERNATIVE T NJ mm SE,PPL.16V- > -1. t<1 \ PROP-05ED PPINC7 EX.FIXED a - tb b5F \ I . ON-SITE WASTEWATER TREATMENT 'ITE PLAN § � IN I C.4 EAST.SYSTEM TO 13E ABANDONED Or REMOV11% _'S�_-- - \ 6 4'50R.M TRAWRORT PIPE MP,UD.W ; I EX.2rd FIL AUTO Vem 0- . ANG, P40 1ASTROUTION PIPE(OVER 611501MAT ONLYl PERFORAMED, I" �� ,\It, !���5.;kf:4� Ex.A/G, REMAIN ' >�C,4 \ ., Ex m-OYR r_, SEE DWG SP2 FOR SANITARY PROFILE %5 + + Z�l ts- iii� ,flf, L11n_QE1RQEQ21_D2 U5E MAIN RL X HS -41 H 18 I t , PROVIDE SILT FENCE BAIZRIER 1_11� EX. 0�!]L­ *. tb5 5F \ IA / STORM DRAINA6E STRUCTLRE PROPOSED KTR /c Ira C�� 10 TOTAL LOT AREA: 4'1,qO4 50.f-7.(1.100 CIO \, A mr,im, .aK .1 4 . 5TEP5, .I ': . PROVIDE SILT FENCE BARRIER ,�\' i _PO4iENTS: AREA. as 1,�_�*- TR LINE . I .� ... . .... \ \ ��%.,.. ..., �. \ , APPROX 07 MOPOSED EX AZ . .. .71 . . . . I ., . r " : z , EX.' 15h, TIE MEW PIPINS To FA51%, I X ..-�.:�!. \ ETQ& pi,I!:��-,.-�... ..,. . I c TAW - .., .r EX15TI OT,5fT fWH -�*.'......,----.1:,---,.�- "... Qj VI-ELLIN6 5LATE FATO .. . \ I 5ERV.TO 6ARA6E IN SPLICE AS SHOWN SPLIGF,, , ��,�,`-`.-!. :. 1._X. D P4 :...;,,- �: . HOI 12 -_ ­­_ �j r,ARAr9E AM a1TDOOR SHOVIER te I— — — . . EX.ELEG 't �- 5� 4/ - \ I __ . ;� amvm soctv�m - I ' '' ' ' ' F-i-I X nr UP.I- \ . 1��, '�ip.* � �' FERVIOU5 6RVI_]BASE,*251.F- I STY FR ISAR [qI L .!�nw". . .�``."�' .. ARTICLE XXXVII INQ SIZE LIMITS 1. SEPARMON DISTANCE REQUI 2,ENT5 TIDAL WETLANDS BOUNIDARY NOOD DOCK PECOR05ED VERAME PROPOSED LIMIT OF PROPOSED HF#2 — 0- wp-.*.r- 1� -.-,w,NF - " ��- - ;,_­,�­ ­ ­ -, , Iq !E H.RETANINS WALL MTRIPROOF) = 101-01 / .% I FOR INVERT ELEVATIOW7 lu G0N5TRz,nON FOR SEKA6E DISP05AL SYSTEM FOR SN6LE-FAMILY RESIDENCES -POOL � � I I ,.:,:­'.: ..... ., - PROP05ED �_ ......'.. I I SLD."5.DIVISION OF ENVIROR-11ENTAL GIVALITY,STANDARDS FOR APPROVAL OF PLANS AND "� RAW 111�1 EX,F r—A 7a, - /� I i f I t--� . �) BY KEHL DE516N ASSOC. EXIST. / POOL .1. LNE SPLICE 0 Ll�OF. I I;:��.:-:. �v -,I- m R 1� , ":t C-6 Z,"i � U- ./ q . . so SEE DETAIL FOR INFORMAMON,DH&SP2 , ." "J 4 3 , , :­ . ... i � - . ... p 1':1 MINIMUM HORIZONTAL SEPARATION DISTANCES: I .1 - EX.POOL k, .:1. :,- I--,- I !, SIZIMS PM- UNOFFICIAL COMF`lLAMM OF CODES RULES AND RE6ULATION OF 711115 STATE OF NEK YORK A.BIJILDINS W CELLAR- 10'-Oo I �i-�.�,.;,�-_:, i2 '. BKK%P.W. / . I .. . TITLE 0 DEPARTMENT Cf�IFAV.CHAPTER 11.PART 715.STAWAMS FOR INDIVIDUAL ONSITE WATER . Z/ .r.,...,: . SUPPLY AND INDIV11DUAL MITE KAGIENAMER,TREATMENT'SYSTEMS.APPEWIX'5-A B.EULDING ON SLAB= [a-Oo � I R. I %.���. NATI-IAN TAFT COWIN,LAND SURVEYOR WLE b DALY DMIeN fLOK= 110 6ALEAMY18EDROOK(660 6PV TL FLOW AID CANTILEVER5,ETC=5LO' 0 � PPIVATE Z�: ,�� . ...''. I a; � PROPOSED SANITARY SYSTEM 1586 MAIN ROAD 15L.D.H.S.DIVISSAM Or-ENIVIRX4MENTAL GUIALITY,STANDARDS FM APPROVAL Of:PLANS/CONSTRZ'TION 0 CD 6.PRIVATE HELL - 100'/150' ..,.,'i. > — EX.i. 2 EX,UP. F, ""_=—�-:��,-, _�'7�­ LAST UPDATED: SEPT.25, 2022 TABLE 13: WDRouc LoAm%RATES FOR pRESgURIzw%KWK IWE D,b), �� )-: LL_ § ,;: C) �_I ­. .. It / '­­"' z � �;� 11 51ZE Bk4M ON BOTTOM AREA OF TRINCIf s CATE6MY 1,VA OATS=54 AWLICATION RATE K a,�-51TE STORM DRAM OR �� r -:.11:.'.'.., I 11 ; -..�...::­ 01 MAY 0,2023 TL.LEN6TI4 OF TRENCH REMIRED =b-tbq LAN Fr E__-� - if) z �) 0.SM.LEAGHM POOLS -&-O' 3: 1 1 _t� .�"..�w' P� LEGEND: TEST HOLE NOTE: GEOMATT SHALL BE DELIVERED TO SITE IN ROLLS AND OJr TO SIZE. Cj LL, q) Q) W_ CL ".OYN. ' I< �11 (4)PDF LATERALS a 16.0 LIN.FT.EACH MTALLEID IN ABSORPTION BED. cf) S.SEpnc"TANK,PIOMP STA4 v _�2_2 — 6ciq.,5,± -%14 .I . ELEV.11.4' "ORD BED LENGTI-I 15 EMAL To LATERAL LENGTH. EACH 34'W 6EOMAT SHALL 14AVE I" C E...I v . .. . . 1�7: - rT O..: USE I.Zu PIAMETEIZ PVC 5r.HIXXJLE.40 PIPINC7 TRANISPORT MANIFOLD PIPE SHALL BE aDpEp . .. . �. - . .. (=) !kI ­ ­ I � 650MAT LATERAL, CONTINUO1.15LY 5A6K T0WAj;D5 I"STATION FOR DRAINME BETWEEN CYCLES. WEEP PHELLIN5 PINE NEC I . . 0 I 1-1 .,Z.: n EHE j -r )MILLED IN PUMP STATIONDISaARC7E ASSEMBLY ) K ROAD . — 0 Z� w I,:.:.....-. EXPANSION LATERAL ,. 1:E E E E�-1 ra: , WATER a R)LES TO 13E L w < Lr) LL� (N �) -� .: ;�, EXI9TIN&OVtF4EAVVl1LrTYLINE: —// —/, — FINISHED FLOOR ELEVATION FF = -*'-��- COR5E SAND - (3 fj EXISTING SITE". PLAN - r .,.,: : , I ( EXISTINS U16 H-ECTRICAL/Ca"NICATION 6ARA6E FLOOR ELEVATION 6F= rq_ X ....,....�, I TST fm _,jj0_ Baswumv ME (Q-, EXISTING9 6MOUR — —,b — — ELEV. ID, IOAI pool 7 c� (2)EXISTINO ABOVE MOUND LIGVIO PROPANE TANKS EXISTS ON THIS STTE.No WORK, .­­..: 8 30 15 0 50 (00 COMPONENT NIL 13E PLACED WITHIN 10'OF PROPOSED SANITARYSTRUCnFE5 A. ._.011.42--2 " .-�, wo - SITE PLAN - C,OLR5E SAND � PAGE: R.SHIMMIIING POOL= 20'-O" / I Q �- .. 1w1_ - . n k I ti-i g e U5E (1) HYDRO AG110N KASTE KATER TREATMENT PLANT ,.1 . EX115TIN6 FOOTPRINT OFTHE HOIIIE AM WILL NOT REGJJIRE ANY PARTIAL DEMOLITION, '30 . 15 0 30 bo E71LT FEW_,E 13AMER ++*+ TE57HOLE=EL 10 . - spi ALL 0016TRZTION FOR TI-E PROPOSED 2nd STORY ADDITION HILL TAKE R-ACE WITHIN THE ..* .. ....I ;1 . Im .1, 'L " i H16HEST E)GIECTED GUMNATER PER � I - . � RECONSTRUIGTION,OR EXTERIOR ALTERATION OF THE EXISTIN5 FIRST RMR. - P'NE NECKROAD 6RAPHIC, SC,A,LE ill = 301-011 1 (%OSEST L665 HELL-- EL.5.43' 560ffi APPROVAL AREA: 6 PUM17/GOMPRES.5ER POWER CIRCUIT NEW 20 AMP,I POLE BIMAKER DEDIGATe2 LRAM unmy a o TO HYDRO-AGTION CONTROI-PANEL www.dignetnycl:.com : 6 6 I I CBI MI O O 120 VOLT, 5ERVIGE TO RnWD-ACTION NCAMIN5 5E RV. 5'b P1 N Pt N P1 N C1 N 1 2 3 4 5 6 da or U LI �-0�o- C' SPI SPRAY GGNTROL PANEL METERMINID of NSW YOLK CITY www,call811.com e•�g PUMP RATINGS: ' (2 Rb,#b IN I•PVG PU'EJ BY OnIER5) $LONG {�n (for other states) p PUMP 3/4HP a 115V 15D FLA. AK-080917-1 N N WRTN MOTOR s s 9 ��•®• m P H 14x12 HYDRO-ACTION HYDRO-AG 800-272-4480 811 � � s W noN �-� _ ® ® ® ® E0 INSIDE LID VIEW �� Q C52 G5R 6 LOOP` I I" t ; w w w ON ON ❑ ❑°Da NOTE: ENCLOSURE HINGE TD THE RIGHT AERATOR I Q �O yr � a a a z w o u. [.o] R By law,excavators and contractors working in For safety reasons,homeowners are strongly r r w CONTROL PANEL PANG_ 9 Y r '•�=� I REURG D > w o a < a m ,� so ,� o p the five boroughs of New York City and Nassau encouraged to call as well when tannin an a a s c� a 3 ...w. w 4+ I2"W x 14'h planning Y PUMP PUMP RATINE{: x ' Q and Suffolk Counties on Long Island must type of digging on theirproperty. J v c� �5 YP 99 9 Q ,•� hours but no more than 10 working days N MOTOR 3/4HP a IIbV �iA FLA. v x W w o g = contact DigNet,1-800-272-4480 or 811,at least Homeowners can contact us directly at he x Q y CST. C� !fie C34 C (excluding weekends and legal holidays)prior national call efore you dig 0 or by 'numberng 811,tFor Y digging or excavation work completed on personal � I I�-- 6� ���-I'�T�` EX15T1N5 to beginningan mechanized GB3 ht3 CONNECTION DIAGRAM ® ® ® ® ® I. BURIED ELECTRICAL POWER CONDUITS SHALL 6ROW ROD excavation work to ensure underground lines property,it is the contractor's I t T REQUIRED TORQUE FOR 7ERMINAL BLOCK SCREWS IS 10 In + 13E A MINIMUM OF 24 INGHE5 BELOW 6RADE. are marked.Excavators and contractors can responsibility--NOT the homeowner's--to Q also submit locate requests online,through contact DigNet.Having utility lines marked V � GQ� '�=-C) 0-- —C, MPI MIXER 2.ALL ELEGTRIGAL WORK TO BE PERFORMED N _ PUMP 3/4HPUMP�� ® C? AGGOROANGE WITH W-6. — ITIC If you do not currently use ITIC,please prior to digging is free of charge. WHIT J MOTOR 3/4HP a 115V 15�0 F.L.A. - call 1-800-524-7603 for more information. V PRDVIDE o o o 0 op • ELECTRICAL ONE-LINE DIAGRAM AMP PROVIDEEAJaR GB4 11 +uac s ov oUIS,DE OF t1D 20 EL5GTRIGAL PANEL IN i' q v I i �M i� qM�v PROPOSED BUILDING FOR � �-��-� GI � �� � ® � ,yea=a..ee.� �__.a_____� ,� � SCALE=HLOrE PROP05F.D I/A OWTS COMP CAMP.RATINGS: WHT MOTOR v4H�a H5V s.4 FLA o �o CONTROL PANEL REQUIREMENTS: HYDRO-ACTION < 8 Z Lie NOTE ALL MOTORS MUST HAVE ® � ® .0. 0 o o I.THE CONTROL PANEL BOX MUST BE PLACED OUTSIDE ON A SUITABLE PEDESTAL WITHIN AN800 BUOYANCY CALCULATION: o VIEW OF THE SYSTEM THAT IT SERIES.GNTRL CNTR AND BLOWER SHAJI BE MOUNTED 3.51 INTERNAL OVERLOAD PROTECTION. Pt N P1 N Pt N Ci N 1 2 3 4 5 6 �} Q(Q)1) I �Dt � AMfIIDRORE�RC QR pulip) t rBUOYANT FORGE 15 RE5ULT OF AIR VOLUME WITHIN CONTAINERS RUY� �J �uM� wr,�l PUMA ASV PINISI�D GRADE(P'lIW OR ABOVE BIT PLUS 2A PI�DARD,WHICHEVER IS HI6F�R. � cv NNE ssm o SEE'H'FRAME DETAIL ON DW6 5P3. IMMERSED IN WATER N 8 ® 0 I II LRI-01 FED" y : Z.EXTERIOR PANEL�4X SPEGIFIGATIONS)P1.J4GEMH'lT ENABLES THE SYSTEM TO BE 5ER1 CM AT ANY TIME,ELIMINATIN6 THE NEED TO ACGE55 THE INSIDE OF THE BUILDING. BUOYANT FORGE: 3.THE CONDUIT MUST HAVE APPROPRIATE SEALS TO PREVENT 6ASL5 AND MOISTURE FROM BUOYANT COMPONENT BUOYANT FORGE = I LB5 I I3W -1 � PINK/W1 M2 REAGHINS THE GGNTROL PANEL OR M46TI0N B0 5. ANbOO PRE-TANK BUOYANT FORGE = 10,554 LBS �`) PIS} a 4.SYSTEM SHALL BE EMPPEV WITH A RNGTIONI%WARNING SYSTEM WHICH WILL A REGIRG I�NIN6 AGTIVATE AUDIBLE AND VISUAL ALARMS THAT CAN,BE READILY SEEN AND HEARD BY ANSOO TREATMENT TANK BUOYANT FORGE = 3239 LB5 44TO O a Q THE GCCUPANT'5 OF THE BUILDING SERV87. TOTAL BUOYANT FORGE = 15,22b LB5 I L� 3 5.PRESSURIZED MUST BE EQUIPPED WITH A CONTROL PANEL WITH MEAK5 OF CONNEGTIN6 A PORTABLE 6ENE TOR TO OPERATE THE SYSTEM DMNB A POWER GUTA6E. ANTI-BUOYANT FORGE: YF.L./hH 6 MI)ER RIMING HELICAL PILE ANTI BUOYANT FORCE = 16i000 L% IBIJ) RI YLHI T�I�NTI)BUOYANT FORGE = 32,000 LBS LRI-Q4 I3LU FED —C) I6 PLG INPUT eR0`�ti e``'F RFD Y w ANTI BUOYANT FORGE: L31U i-1 ply m 3 EXCEEDS BUOYANT FORGE BY A 2.10 SAFETY FACTOR EXIST.6ARA6E •• LENGTH OF ANCHOR SHALL BE APPROX. 10'-15' BLW L b RED Rllht RM TO 8E MODIRED 6RD OR P4iATEVER 15 NECESSARY TO ACHIEVE 10 KIP ULTIMATE —LL��JJ (pRD�/IDE oR� HALF BATH) MUTE ORE) t�l 6.FLE... H141A m„pnnp�nnm (ON 6�) EX15TM 13Gll TEST '�> oRc �IJI lf;lkd O BEDROOPIS GRADE AT BLD6 a H..ti6.2' ALARM a o O L1614T PROPOSM GLEAN OUT AT ° FACE OF EX 6ARAGE RED BILK . 5M DETAIL,DW5 SP2 (,n m rrl 250 PVC, m VENT PIPE CO • ENABLE CONNECT IF A RISER GONER k66FL5 LE56 THAN 60 LB5 A BLU TO HOUSE z SECONDARY SAFETY LID OF DEVICE SHALL IE PR�NIDFD. I1 PLLINPUT STAGK LEAG�LTOHING REHAIN 817 AL. OVERRIDE3 4 I2 PLL INPUT . RE-TREA ENT T 1,648 GAL. IV.IllyFIID ••TLfRM ALaKIN6 YUT�TI6HT 1tiEcr-PRooF .. r —0 jym IY GSR TANK NMP 6ARAISE SKID PROOF,BE APPROVED FOR 5E l A5E ME I HAVE UV PROTEGTTbN' EL_14.3T' 4'A 5DR 35 XPORT PIPE, F•+-1 I4 BLU I'LL INPUT R MODIFIED 6AdRASE TO EN,�62.11 LIN.FT. EXISTING 6RADE OVER ETU a EL.112.3' o fn X TANMIN.SLOPE=Y;/LIN FT X Z TIME DOSE n PLL INPUT *2JT L6 xY4=1554"= 130'MN%OPE LL BLU DEMAND PLC, CNTRL PNL W/ - O HPI20 COMPRESSOR AND NATIVE POWER LINE AND MISC.CONNEGTION5 TO BE [D 1 Q SPRAY IsNA+ PLG INPUT BLOWER TO BE INSTALLED REMOTELY MODIFIED AS REQUIRED TO ACCOMMODATE ISOIL�D - -- - < US (SEE 517E PLAN FOR PROP.LOG) REMOTE LOCATION OF OP5 CONTROL CENTER Q) W WI BI WI AS 5HOWN ON 51TE PLAN - LL ELECTRICAL SCHEMATIC DIAGRAM 0 d� NOT15: PART OF FLOAT SHTC44 TO BE RATED 2 AMP AT 120V MINIMUM --- - MAIN PANEL D15GONNEGT MUST BE PROVIDED BY INSTALLER r PVC VENT LINE ME PROPOSED SANITARY S YS. ''yam\`�`'f�'\`'' — DASHED LINES INDICATED ITl?15 NOT CONTAIN IN THE PANEL INTO BLD6 VB�IT STA:GKJ cv REQUIRED TORGUE FOR TERMINAL BLOCK SGRfW51516 IN4 BS. - FIELD WIRING MUST BE A MINIMUM OF 60°G COPPER WIRE. \�\\/�\\/\\/\\/\\/ P.T. RISER DIAGRAM %,, /�., ,,, INSTALLATION INNOVATIVE/ALTERNATIVE ON-SITE '�\\� • �i �—+ UNDISrTUR,BED REQUIREMENTS: WASTEWATER TREATMENT\r/ I\ L.THE A L E INS rALE � PRESSURIZED SYSTEM �/��/��/�\i/,\\i/�\i/� /\\ A.C. � � EN91NEM: SHALL BE INSTALLED AT \ \ \\ \\\\ /\ LEVEL IN ALL P.T. \W5TALL POLYLOK 56ALE: NONE / AIEIE?:A"JITON DIREGTION5(WITH A �i/\i/\i\, Via. rArIK®F.� 4z /\/\/ sn.nEwAnoN rH,4rR W 4 ::f--� ,•�; MAXIMUM TOLERANCE IN ctT �A \T T FILTER, PM PL-122 ANY DIRECTION of+/ TAB ONE QUARTER INCFU ON A MINIMUM 3-D CH THCK B®OF PROPERLY EXISTING LEVELED AND Ai.0 2 5T0IRY FIR DWLG '�`GTED SAID A RA�®N CHAbSER Elf PRDP05M BUOYANCY ANGHORlN6 NOTE(SITE PLANT AND ►+,F Ii e i f HJIT (PRE'E FROM ROCKS)OR IN SEE NYDROA611ON ANSOO BUOYANCY GALL AND DETAIL'ONPEA J i. EX bt R FTPWNT TO REHAJN �5P2 PROPOSED METHOD TO GOIINTER L3UOYANGY (�I,b�10 5PJ EX Ind R TO .EFF�Y T. E3lJT1_ER,F'.1=. (te58 5P) ROOF®S��H 5A' b q' 65'MIN 12.5,MIN SS'MIN PROPOSED 21d EL. ADDITION TOI�idAIN 0712 5.F FFiB.O AbN HYDRO-ACTION WASTE WATER TREATMENT PLANT CONTRACTOR TO ACQUIRE: o MAINTAIN GRADE � APPROXIMATELY t40 GUBIG YARDS OF SOIL DEFINED 6EOMAT TRENCHES a 34�0"WIDE x 16AV EA 6EOMAT TRENGIE5 a 340"WIDE x 16.43'L6 EA V EYON IN6 FIELD PR I PROP.b BEDRMS MODEL No. �4N800 AS 'SP'OR 5W'PER ASTM 5TANDARDS USED FOR THE FAB..wa'dew _ � 5GALE: NONE PROPOgD SANITARY SYSTEM INSTALLATION. GBOTEXM IF A RISER COVER MGHS LE55 THAN 60 LBB A IF HAG IATIIBAL (GE(DMA1� Q Q N'1 t SECONDARY SALTY LID OF DEVICE SHAWL BE PROIVIVEP. W/P APB ON TOP(F Y efi"r ESTAL FM PORE ) N PROVIDE COVERS, �� r wLAAM.BED OF LATERAL(IYP) PROPOSM 61� ► 1 O Z o ,- WH�1 REMIRED TO 1E 5ET AT FINISHED GRADE USE: v � ` � � �� ` —i � Q EXISTING EXISTI N6 T1G GCVT3Z5-LOCKING,WATHR116HT,ItL�SGT PTd00F,FLAT, � � : Mom'M ^ N CD OVER LEAGHN6 FLED i F•--L Z O }. o GRADE AT DWRLIN6 a EL.42.1 •[3-1315 MN v--,I E h : : OVER L5"W FI SW PROOF BE APPROVED FOR 564N6E USE I HAVE UV PROTECTION EXISTIN6 r W 2'0 PVC PROPOSED GLEAN OUT LOCATED AT GRAVEL DRIVEWAY WITH " GRADE OVER \ \ �� � i i i i I.L. � H LD VENT PIPE FACE OF EX.ROOFED OVER PIORCH a BEL6IAN BLOGK CURBING EXISTlN6 GRADE OVER ETU 9 EL �123' L5 0 EL V3�0' \ I LG Z } BO.MODULE a..:- r .8.0.MODULE a BD.MODUE a � � � CONNECT CO EX DWELLING,5�DETAIL.,DW6 SP3 (BOTH SIDES OF DRIVE) _ � O TO HOUSE . . r /�/� /� \n n , /\/\ ly \ \ \/\/\ \/\/\/\/ . \/\//\�/\`�/\ \//\.(/\.( �-� ' -14.n (M?J \� r\y/i\yii .: ,14n':(fYPI p/ ,.EL..I4IT.GIYP) 1 STACK I z x. \\j \\j\\j\j\\j \\j\\j\\j\\j\\j\\j\\j\�\\�,\\ /��/\�/\/\/\ / ��/\/\/\� / :, �\y\�\\ 5 _.....:. w z '� . . ..... :,. I I / / / /\/ / / / / / / / / l �i\/l Ali l /\ili�i,� Ia- ---- --- ' � ---- --- / `� -� -�- p'� W Q� Q i\� r\� i\ i✓ Dc ERN Lo w(OL) 05 EILX 6RD -- --_ \�\i\\i `�i; IE OVER Movu E g r, , --- --- -1 Z O UNSUITABLE SOIL \\\ \>\\ \\\\ \\/\\ \\. /\y/\i �y/\�/\i\i ?y F °EL. (t1fP. i a \/ �\ O.IM/a --- / / TO REMA,N y/// ///////`/�/// / r\\�� �*\\•��/���/ \ y z OF ALL LATERN S) \�\ ;NATIVE -1 W ( O EX DWELLING, \ \�\\j/ / / j\\\\;�\ �' \; y :g a uND15n1RBED ►--1 < Q m /\\�(NON LEAGH\N6 AREA)\\,\\//\\//\\//\//\/%\"r/\•/�; ��1r, .� 'Q 3b �i i\ \` I I \ \ \ \ \ r UNDISTURBEDti\\\ SOIL,T7P' —�—�� .�— _ (y =EL IID NATIVE \ \ \ - 4-0 5OR 35 XFORT PIPE, uND15TlRBED I I //// //\//�/\//i�%�%!;�!:����!i.�!%/�<'\/ � 'A ' r < 5DIL,TYP T\\;\ j BE�Y�N DI LLINB TO ETU,t4b3a LIN.FT. I ( /�y �/ �� •i �i •r r • BETWEEN \/\\ LA1ER 4L5'- - - a 51LTY MIN.SLOPE=Y;/LIN FT 501E 1 I /\\/\\\/\\\/\\\/\\\/\\�/\\\/\\/\�\/\\\��\/\\\/• r \\ // //// // // ////�/// /////,I.E.0 Pr.;\/ % / /� r. QR�� . r` SHALL BE41 Tn 51W1 EEARI3iavE Tn \' Iv�TFAHIE 5oIL r/�/r/�r Z 111 $k CV II�3CKARr3E PUMP � � �� LATERALS Nr /\\/\\`\/,�� RATEAEt�Sou� sow� �/ � Z 7- SEE O I OF e AG. \/\/\/\ \/ / / / / `/r v r 9FIAI L BE RB fON�To �/�r\/\r �1KLL BE RBA TO F-�-1 M03'L6 xY"= 1156'= I I /\\/\\/\/\\/\\/\\/\\/\\/\\/\\/\\/ '=EL.95'/ / I I �=H.4.4' \\/\\/\�\\/\�/\\/\\/\\/\� a 15. 4� Ar,G�NON�ATfAEI E 50u. 2 AGG�6 NON RATEAIJLE SOIL, AGGF NON RATEJ4BLE SOLI, \ l LION Rp1EABLE SqL. 1- N /\/i\/i\yi\/i\/i\/i\/i\/i\/i\/i\/ '/ '/ -//i '/ / '/ '/\/�/i\/i/i /\//\//\//\ ?'RDPO`>•ED REIFIf'ORGED '�F TH N f�R5TALLEP IN TREtrGH\ TH`3l RE-MSTA 1187 p�TRB�GH TH�I RE-IHSTAtIfl)IN TRL3IGI1 \ TH31 RE-111STTAlIm M TR>31U+� 4A' �' Q W u O O o:ar MIN SLOPE I I /\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/�\/�\/�\/\\/ �l\r\\ i\i\i\i\¢a.a� _ \ \/\/\/\/\/\/\/\/\/\/\/\ \/\/\/ r\\ \\\\ \\ \ \\ CONGRETE ANIT4WATATION .. _ z_ -i NJ 1 I ////\//\//\//\//\//\//\/(\/l\\/i\//\//���i\// �F�sD 3��1 r��//\'/i'/v//�//��, �- I Dry SP3 \�e o.TLC++o a.�. < �• o.Tl�c++o a.-►.q T B o.Tt�cH+a o.TcH e a.-Ix --- --- -+ } �Sl 4 \j\\j AC. ETU TO L5, %\\/\/\\j\jam\\�\1\1/1 \j 1 \\j •1 1 �' 5) C4 y \ LL O n \\/\ \\\ \ \ \ \ \ \ \ \ \ \ P.T. b o6'UN.FT.MIN /\`��\`�/`��\`�/\`��`�/'\•�%\`S�'�� > �� �� \ \ \ .� </�r . Y 1 L (N O /\//\////\//\//\//\\j/\y/\//\//\//\//\//\//\////\ AlP.1RPA")C'I�IY HEIR i /\/�/\/\/\/y\,' , /\/\i \% %\� \'\\�\ RFMOJE U�ATA XE SOLS AT L1� .IA.' SLOPE =Yp"/LIN FT !�\//\//\//\//\//\//\//\//\��\ //\//\/' \/ �� /�/' ryr\�''� R01ACED WWL DffIWDAs "r\\j\j\\j\y\\j\y\\j�\ \\/ /\\/\�'U\\�\/\\/\/�'i�\' ��\/r�// / Q i" LL 8 08 16 x Ya I AI / / / / / / / / / / / / / / / / / / 5P OR Si5H BY ASTM 5TAhDARDS H O R' � /\�\/\/\/\/\/\/ / / / / / / / / /\/� \\/\\�\'� \ =004 MIN SLOPE ✓\\j\\/\\j\\j\\j�j\\/\\j\\ \\/\\j\\j\\j\y� v\/•�\/��sC\ \, (TYPICAL of ALL LATER" HI6FE5T RECORDED .. \ \ \ \ \ \ \ \\ •` PART OF /501�, i\/'' \ ' '\''\\'%\\ \'�\'�\\''�\�\\\'�\'''\�''\�\\ •— \\ \ lx�e>i 58r 6Ra�rvWATez o ELEV.s.4a: p �j► Z / / // / / (�U565 WELL�•51b HI6FE5T RECORDED \/\\/\/\\ \\� PROPOSED SANITARY SYS. RISER DIAGRAMGROUNDWATER ELPv.5.43 �'/��/,�i,� p v\y\ \ \ 115Ff' WELL No.516180.U�i\y\\i\\i�i\\i\�'\\i\\i\\ \ /\ INNOVATIVE/ALTERNATIVE ON-SITE WASTEWATER TREATMENT Bo•PRE Trwc o E�4� y/\j,/i B.O.AERATION CHAMBER o L3.42' PRESSURIZED SYSTEM z SCALE: NONE ADVANCED �ATMENT — LL PAGE: 5�"PROPOSED HXyt'ANGY ANC�Fi0RNJ6'NOTE(SITE PLAL�AND TEST HOLE SEE WDROAGTION AN600 BUOYANCY CALL AND DETAIL'ON BY: McDONALD 6EOSCIENGE DW6 5P2 FOR PROPOSED METHOD TO COUNTER BUOYANGY 022 Hl6Hf5T F_XON 06- 8-26RAJf�iDWATBR LiATL32 IN PALE _ PER.TESTHOLE=EL IA' EIZ"FINE To D 1� aD5F5T U565 Hal=EL.5.43' COURSE STAND (HIGHEST fEC01;VED) WW1 rr ELEV.-5.1' "60 ---- --- of 4 www.dignetnycli.com Control Panel Whin Diagram " '' , ry �� NOTE: TI$VALVE SHOULD 13E THE HIGH PONT,POINT,WATt3Z www.call811.com 1 J s •Factory wire Orencu 5HOULD DRAIN BACK TO TI-E PUMP TANK AND TO of NEW YORK Clfl 1- a &LONG ISLAND (for other states) �t a Model VCt)M-S1 �O �-• -Fleidwire 6EOMAT TO PR>=vExr FRffZIN6. O =Alternate Field Wire 8t4 AIRWAY AVENUE A =Audio Alarm,l t 5 VAC ( AL Light=Alarm SUTHERLIN,OREc0N 800-272-4480 811 As .Audio Silence switch 81'479-9M2 SGH40 PVC TEE NOTE: PLACE DISTAL PORT OS GCB-Controls Circuit Breaker Fuse, TEtEPHONE D�' A56EN'®LY AT END OF MAW-ol D By law,excavators and contractors working in For safety reasons,homeowners are strongly Options'-•; . I =Motor Contactor 1. IA:L C PRL' CB.Pump Circuit Breaker 18ttttR34&9843 5OH40 PVC,PIF'E FOR F 0111rFi the five boroughs of New York City and Nassau encouraged to call as well when planning any X2 X1 , PSA.Phone Line Surge Arrester 154ti 459-W9 and Suffolk Counties on Long Island must t e of di in on their ro ert � O FLOW 6eoMat LATERAL O YP ss 9 P P v•- PSG.Power Supply Cord(24VDC) WESSITE contact DigNet,1-800-272-4480 or 811,at least Homeowners can contact us directs at RTU.ATRTU-100 Controller48 hours but no more than 10 working days 1-800-272-4480 or by calling 811,teQX2 A2 Al TL -Terminal Link www°renco,°dm Q (excluding weekends and legal holidays)prior national call before you dig number.For PLAN VIEW PItETRFATL�r gY5 to beginning any mechanized digging or excavation work completed on personal TR =*OptiTransfons 120 36t18VAC PRETSEPTIC TANK AND/OR EQUALIZATION PLAN VI EN Y excavation work to ensure underground lines property,it is the contractor's • •options Tf��IR/W-eiPORT PIPE 9 � A�iIn^ �,u1 T} t�rnE VALVE are marked.Excavators and contractors can responsibility—NOT the homeowner's--to MAN taw PEI�MATIOW also submit locate requests online,through contact DigNet.Having utility lines marked N I AUTO HT .Heater 5O}{40 PVr'i ITIC.If you do not currently use ITIC,please (MAN) Pf_ .Power light GAO. PRL=Pump Run Light MANIFOLD PIPE fRAD1:TO prior to digging is free of charge. Q4 poi Q2 101 C 5 SA Sure Arrester call 1-800-524-7603 for more information. ❑ C] ❑J3 \ TB2 - 9 015A L � DIVERT RUNOFF 4 2 1 5 �� Bl11lDIWC ' RTU Ll 1�1 j 1- 1 Remote Alarm Connections S DISTAL WAD PORT I 1E g Q Q � PUMP STATION PLA=iTIG RISER HV � (�� � 011 �D,!2� D13 Q14 Q15 016 Qlr Di8 AET RET 4Up GRADE TO DIVERT WATL3ZT161IT C,p�p 6EOMAT 6Et�RAL NOTES AND REQUIREMENTS GONTINl1H7: 1 ®L_l L.l 11 12 13 14 15 i 6 [THE t o (g TB 1 , �, BA51G DC�716N PASS I TR Orenco Model Q Q �_ �dpht VA AWM 17J IAHw or uiv. THREADED ADAPTER DE56N SOFTWARE FOR PUMP,LATERAL LINE,TRANSPORT PIPE,MANIFOLD,ORIFICE SIZE AND ADDITIONAL 14 M 1 a - Note:11 arm c signal is present I DISTRIBUTION PIPE 0 PVC,GATE VALVE BASED ON THE WAD YSTEM DES15 pGN A SERIESLE BY LING OF ORIFICE T TO FIOLE ARE LLI�IDOWN1^IARDC(5 X O'CLOCK 0 m options' ; during alarm conditions. POSITION)AND SPACED AGGORDIN6 TO THE DOSING R£CXIIREMENTS OF THE SYSTEM DURING n Oq I S As PSG t PL; PLASTIC RISER W/ _ Xt x2 I Terminal Black Types WATERT16W GAP C EOMAT-TYP I GAL LAYOUT 5GFIA0 PVC PIPE FROM � GONSTRUGTION/FABRIGATION OF THE D15TRIRJTION LATERAL A NIEW/5HARP DRILL BIT SHOULD BE USED : � For VCOM-S 110 � �� i operation M-S lion, PRE55URE FIELD \\\��\\\ \�_\\\ TO A55LRE AS SMOOTH AN ORIFICE A5 POSSIBLE ALL DRILL 5HAVIN65 AD BURRS MUST BE � s "T---, p A %H40 5GWIO PVG PRE55M PRE55UR1 ZED 5Y5TEM \\\�� i\\\� REMOVED FROM THE PIPING WITH A SLUG AND/OR BRUSH.6EOMATWX GEOGUARD* T ----- ❑ ® see dravtnng no. PVG GATE VALVE \\��\\\ i \\\j ORIFICE SFHELDS g I LATERAL( TO \� i�\\i\�\\ MUST BE INSTALLED OVER THE ORIFICE HOLES AND GLUEb IN PLACE WITH PVG PRIMER AND 6LU£. Standard Surge SIN-GP-OP-498 . �� \\ j` 6EOMAT DETAILS) \ i\\ � SGF�ULE 40 PVG OR SWEEP ELBOWS OR TWO 45 DEGREE ELBOWS(ALSO GALLED TURN UPS)SHALL B£ MANIFOLD TIC \\\�\\\\\�\\\ ATTACHED TO THE 015TAL DID OF EACH GEOMAT DISTRIBUTION LATERAL TO FACILITATE SETTING AND PIPE \\\i \\\ MEASURING DISTAL HEAD,MAINTENANCE AND INSPECTION.A STANDARD NINETY ELBOW SHOULD NOT BE Lt L2 I USED BEGAU5E IT WILL INTERFERE WITH MAINTENANCE ACTIVITIES.THE OPEN END(UPWARD END)OF THE i — M M Power Wiring Options Tt T2 - -- p �\\ \\-��\\�\�\�i\\\ TURN UP NEEDS TO BE CLOSED OFF WITH EITHER A BALL VALVE OR THREADED PLUS OR GAP.THESE PRESSURE PIPE °r°'"id Two Circuits One Circuit \\��-\\\i��\\i\\�\\\% TURN UP5 ALSO SERVE A5 DISTAL HEAD PORTS FOR NEA5URIN6 AND SETTING DISTAL HEAD ON THE Terminal p 0 f`I 2� �3 4 5 8 , N NI ;cam (� j\\\; \\�\�1i %\\ 6EOMAT LATERALS Strip t�..� � 1oA 2oA \\ i\ , O N 5G#f40 PVG PIPE �\\�\�\ �\ TRENCH SPACING AND MAXIN�'M LENGTH SA , . - "----• @ 0 @ @ t --���` +�� THE MINIMUM TRENCH SPAGIN6 SHALL BE TWO FEET EDGE-TO-ED6E UNLESS APPROVED BY 6EOMATRIX - ;t o>+ oN o GONER TO ` GOVE12 TO AND SUFFOLK COUNTY DEPARTMENT OF HEALTH. • gdiagram, i _Options- , ---- I - -.__- _i a p ° 5EGT1 ON / MAXIMUM LATERAL LENGTH WITHOUT A SUPPLY T SHOULD NOT EXCEED FIFTY FEET.ACTUAL LENGTHS HILL For float arraln ement --- - • _„_,;. @ @ Q @ @ j � -- ,............... -•'- N N, VARY BETWEEN DE516N5 AND ARE ACCEPTABLE AS LON6 A5 THE MINIMUM TWO FEET OF D15TAL HEAD BADE Phone see drawing no. t N• "' PROP05)D/EXISTING GRADE l 15 PRESENT.DESIGN MANUAL FOR 6EOMAT PRE�URIZED SHALLOW DRAIN FIELD APPLICATIONS- Line "EDVi/-FA-S-34'•. Controls Pump Controls Pump i SUFFOLK COUNTY NEW YORK-PA6E Q OF 15 In Ground Neutral Neutral L1 Lt ; FLOW Efl1ALI1ATI0N � 6eoMat 0 I. R�STALL GtEAR PIPE TO ADAPTER GLERN011T DRAIN 11{3D COVER Distributbn Pipe DRAIN FIELD COVER SHALL 13E A MINIMUM OF b".UNIFORM(OVER DEPTH OVER THE DRAIN FIELD RE5ULT5 Telephone Une Connection From Main Power panel v : +7 m i•....i WA DISTAL IN CONSISTENT OXYGEN TRANSFER TO THE ENTIRE SYSTEM. THE FINAL GRADE OVER AND AROUND THE �o 115 vac,1 Phase.so Hz- �_ ; ? a = I it--: a 2. OPEN ALL VALVES. EQUALIZATION Transport Pipe MEAD PORT Main disconnect o S I a 3. TURN ON PUMP AND NOTE ELEVATION /THROTT1-E CL Orifice 5hrel IN VALVE BOX DRAIN FIELD 5HOILD DIRECT STORM WATER SHEET FLOW AWAY FROM DRAIN FIELD.WHEN o OF WATER IN EACH PIPE. VA- IN / $AGKFILLING THE SYSTEM,CONSTRUCTION STAPI£5 GAN BE UTILIZED TO HOLD DOWN PIPING ei provided by others, m m Nut— �` 2c ro 115 AC pt Hp. c y G Use one wire nut to connect the pump 4. EQUALIZE HEIGHT FOR EACH MTH BOX Fabric GOMPONENT5 AND MAT BUT THEY SHOULD NOT PENETRATE THE TOP FABRIC. CARE SHOULD BE and controls circuit breakers together orenco Made€ 1 Phase i 60 Hz with the incoming Lt power line.Use GATE VALVE AT START OF LATERAL. ` / EXBRGISED TO KEEP A MINIMUM OF b"OF COVER MATERIAL OVER THE SYSTEM BEFORE OPERATION Connect phone fine to ATRTU-10D another wire nut to connect the pump 5. AFTER 5XALIZATION,TURN OFF PUMP OF LOW 6RO1ND PRESSURE EQUIPMENT. EXCAVATION EQUIPMENT 5HOUL.D NOT EXLEED 10 P51. RJ-1 t lack on phone line NOTE:Motors must have Factory dntault. and controls neutral blocks together O O O surge arrestorlDSL titter, internal overload protection Wire as shown. with the incoming neutral line. AND R13,VVE PIPES• CLOSE VALVE5 �-� TURNING EXCAVATION EQUIPMENT ON TOP OF THE GEOMAT SHOULD BE AVOIDED.TAKE CARE TO NOT AND REINSTALL GAPS. - OPERATE EXCAVATION EQUIPMENT IN THE SAME LOCATION AS TH15 CAN COMPACT THI5 REGION EDW-WO.3.148 ` RELATIVE TO OTHER AREAS. m Rev.9.0�+t1121Jt8 — THE AREA DIRECTLY ABOVE AND ADJAGENT TO ANY 5EPTIG DRAIN FIELD SHOULD BE PROTECTED FROM m 6EOMATRIX 5Y5TEM5,LLG HEAVY VEHICLE TRAFFIC AND EXCESS WEIGHT LOAD5 BEFORE,DURING AND P05T G0N15TRUGTION. • 114 MILL ROCK ROAD E446T ` b'MIN TH1515 ESPECIALLY IMPORTANT WHEN U51Ni6 6EOMAT. 6EOMAT 5Y5TEM5 ARE LOCATED CL O5E TO THE GROUND SURFACE AND THEREFORE SU56EPTIBLE TO DAMAGE AFTER G0N5TRU6TION •' OLD 5A-01130- HO 06415 ON ALL NEW C,ONI51'RUGTiON.iT 15 RECOMMENDED THAT THE PROP05EP DRAIN FIELD LOCATION BE 860-510-0735 -PH OW STAKED AND FLA66ED/FENGED TO PREVENT ENCROACHMENT RRIN6 HOME GON15TRZTION. IF w (v YGOM GO PA - — �� ^ I,TRM I.� 888S011AIR TOLL fitEf C EOMAT " LEAGH I N SYSTEM PRESSURIZED SUCH S 67APDN TIMBERS, NT IS EXPECTED TO BE A PROBLEM AFTER OULD BE SOME STRUT r- INF0o6F_OMATRIX5Y5TEN5.GOM SUCH A5 GARDEN TIMBEIRS,RAILROAD TILE,FENCES OR WALLS SHIOIX D BE USED TO PROTECT THE M�■+� MODEL VGOM-��RO DRAINJFIFID AREA. THE DRAIN FIELD AREA SHOU LD UI.D BE FREE OF DEBRIS AND (�PLANTE D WITH'�. WNW£EOhtATRIXSY GRA55.f " ST�i,GOM , N H E WIIZINt9 DI A, IMPERMEABLE MATERIALS AND 5 T ice I Longitudinal TRUGTURES SHOULD NOT B I ,;;, ..,. .. . .... . ..:. .:'• ,.::. Gr055 Sect ion E INSTALLED OR STORED OVER THE DRAIN ..: . /. .. �:.:: ....... .....: :. THIS DWs) �� Simplex FIELD.TREES AND SHRUBS SHOULD BE KEPT A MINIMUM DISTANCE OF TEN(10)FEET FROM THE DRAIN d- ' SGALEt NONE FIELD UNLESS A ROOT BALD RE 15 UTILIZED. Ro0T5 FROM NEARBY H ROOTS LOVING 6 DR SUCH A5 S series WILLO^I,BLACK LOO,15T AND RED MAPLE MAY CAUSE PROBLEMS WITH ROOTS GLOSSING DRAIN FIELD W � � < p LATERAL ORIRGES. 6REATEP SETBACK D15TANGE5 ARE RECOMMENDED FOR THESE TREE SPECIES ~i X LLJ Z LL WITHOUT 115E OF A ROOT BARRIER. (?) 2x8 x(l EN6TH TO SUIT) AGQ USE (6))5'0 5.5. LA6 BOLT W/ MAINTENANCE REQUIREMENTS HORIZONTAL GR055 MEMBER SAND FILTER AND I/A OWTS EFFLUENT IS LOW IN BOD AND T55,HOWEVER,OVERTIME,BIO SOLIDS OR a) I O Applications General ss. wASHL�® HEAD PROP05ED /EXI5TIN6 GRADE (TYPIGAI.� (TYP 0 EA. POST) SLIME CAN ACCUMULATE IN 6EOMAT LATERAL PIPES AND ORIFICES AND CREATE UNEVEN WASTEWATER M • < Orenc:0 S-Series Simplex Control Panels Control Single pumps In OrenccP S-Series Simplex Control Panels are electromechanical I!IIIIIiillli,rll�i llllil ililllllnttllllllllillllll P15TRIBUTION ALONG THE t_ATERAL. TO UNGLO6 THE ORIFIGE5 LOCATE THE DISTAL PORT VALVE effluent salver(STEP)systems,crosite septic systems,and for pump panels for controlling single pumps.Standard features include an BOXES AND OPEN THE TURN UPS ON THE END OF EACH LATERAL LINE, MANUALLY ENGAGE THE PIMP (1) 2x AGQ TIMBER SHELF x005E W control into conventional gram sewer systems. Automatic/Off/Manual Auto/Off/Man toggle switch,controls circuit cv ETU LIFT 5TA TO PURGE ED SHALLOW WORLDS. ONCE ALL APPLICATIONS ABI E SOLIDS ARE DESIGN MANUAL FOR GEOMAT Q �! gravity ( } .� DEPTFf TO ACCOMMODATE BLOWER E LEGTRICAL ELECTRICAL PRESSURIZED sHALLOW DRAIN FIELD APPLICATIONS-SUFFOLK COUNTY NEW YORK -PAGE 10 OF 15 breaker,pump circuit breaker,automatic motor control operation,and rt - Hygroscopic Membrane � .;., (I) 2x4 AGQ BACK BOARD 12" DEEP r GMt PNL GNTL PNL FUR6ED,SHUT OFF THE PUMP. A BOTTLE BRUSH(OF THE SAME 51ZE OF THE LATERAL PIPE)ATTACHED To ✓—' an audible/visible high water level alarm with auto reset.Specifications " `= SANDY LOAM LENGTH TO SUIT 'H FRAi•r1E T 12 w x 14'h rT N for standard and optional features are listed on page 2. (f4 D15TRIEYITION PiPE, t A SMALL PLUMBERS SNAKE 15 THEN PUSHED DOWN EACH LATERAL LINE. WITH THE BOTTLE BRUSH • REMOVED,MANUALLY EN6A6E THE PUMP A6AIN TO FLUSH OUT ANY L005E SOLIDS IN THE LATERAL m -'I PROVIDE 5PL-G1FI1=D OT�11±HOLES All S-Series control panels have a 120 VAC controls circuit ` ^:: •PROVIDE ORIFICE SI{I ,, LINE. TO INGRFASE TH£F1�JIH+IN�ACTION AND VELOCITY,BETORE AND AFTER BOTTLE$RUSHING, ,` PJ :MANl1F. OPEN ONLY ONE EQUALIZATION VALVE AT A TIME. ALTERNATIVELY,A SMALL.LETTER MAY BE U5ED TO � breaker.S1 panels have a 120 VAC pump circuit breaker, eGifted OriflGe %.. .. I. ; o REMOVE ANY ACCUMULATED SOLIDS. I • • :. - , while S2 panels have a 240 VAG pump circuit breaker. - IT 15 RECOMMENDED THAT TYPICALLY THE LATERAL LINIES OF THE DRAIN FIELD BE M■i-•1 SERVICED ANNUALLY. --I All S-Series panels can be used With both mechanical and g. "`-`.": 6eoGuard OrtFice ShI1Lf. -';,�,^ I ® 1 IF BEING USED IN GONJUNGTION WILT+A PRESSURE FILLER IT MAY BE POSSIBLE TO EXTEND THIS t ) z �•' .r • r FRECAJENCY. AN IND16ATIOiI OF ORIFICE GL0661N6 15 DISTAL HEAD PRESSURE INGREA51 N6 BY MORE f•—� �. mercury float switches. ;ice.: Native 5oll and/o : , ; , ::' • r THAN 20%OR PUMP RUN TIMi:51NGREASE BY GREATER THAN 20Xi RELATIVE TO NUM4$ER OF Do5E5, � I ectfied FIII `' - L THE 5EPT1G TANK AND TREATMENT SYSTEM Listed per t)L-508 and cUL-508;GE-listed versions of S-Series :':'' '` ;:>;::- STAINLESS 5TE E SHOULD BE PUMPED,MAINTAINED AND OPERATED ' EL AN6L FOR AGGORDIN6 TO THE PEc�JJIREMENTS OF THE MANUFACTURER AND APPLICABLE REGULATORY EN611ER: :'> SUPPORT / panels are available, ,4:: PROPOSED 2x SHELF AGENCY. THE GON'nZ01 PANfi BOX 1 -` Trar6missive Gore 4x4x8'L6 AGQ TIMBER POST PLACED OUTSIDE NS TO THE HOME '" k - . L�r B>= REGOMMENDATIO nI�LNFR- �. �• �•` Oreneo S-Series Simplex Control Panef(S1 ETMCT shorm AL SEPTIC DO5 AND DONTS MINIMUM COVER 36" BELOW GRADE ON A SUITABLE PE'D�T VIL L•I OF �N " brill THE 5Y5TB•1 — D0: .. . .x . . .. .: . ... ..;'; �<. . INCASED IN POURED CONCRETE IN 12 z r f T 1T+A IT SERVES.G1tTW. CONSERVE WATER TO REDUCE T r: HE AM OUNT OF F WA5� TEWA TER THAT MUST BE TREATS D AND DISP DI oSED AMETEK 50N0 TUIBE. -,39 W E•MAT ('TYPI PNl.S� BLS 51IN.L r 34, BE M1711NTED 35'ABV Lh REPAIR ANNY LEAKING FAUGET5 AD TOILETS rn m ONLY DI5GHAR6E BIODE6RADABLE WA5TE5 INTO 5Y5TEM 1R Z Materials of COnst1111Ct10n o FIN15Hf£D 6RADE M�U oR 3'X3'xl2'h REII�-OR. �� GROUND WATER GEOMAT GORE Component Material PL.DEADMAN W/ I.O" DEEP X 3q.0"WIDE ABOVE BEE,14116 L M 15 RESTRICT GARBAGE D15POSAL USE HI6FER DIVERT DOWNNTO1r5 AND OTHER SURFACE WATER AWAY FROM YOUR DRAINIFIELD � 10. 0; w; LIFTING RINGS 5EE 51TE PLAN FOR LATERAL KEEP YOUR 5EPnG TANK COVER ACLES51BLE FOR TANK IN5PEGTION5 AND PUMPING ��y p --93 Enclosure W-resistant fiberglass,Type 4X JP 66) *. S I O N ,• QUANTITY,LOCATION, LENGTH AND PATH HAVE YOUR SEPTIC TANK PUMPED REa ARLY AND GHECKED FOR LEAK5 AND CRACKS -__- 1 Hinge Stainless Steel FLOW GONER FLOW / I / / / I CALL A PROFESSIONAL WHEN YOU HAVE PROBLEMS Latch Stainless steel GEOMAT± LEAGH•I NC-7 5Y5TEM w6ROSGOPIG M�RANE j\/ a:l a \\j\\ \\\ a:l \\\�� FROM BASIN , TO 1.FAtGHiN6 FIND \ \ COMPOST YOUR 6AR$A6E OR PUT IT IN THE TRASH .1EFFRL=Y T. {SUTLER,P.E. ` —REIt�OPGFO GONER T nice l Gross Sect ion \ \\ °: ( f '�\!�\ \\ °:') f �\\��� DON'T, s> �r' / /\/ \� FLUSH 5ANITARY NAPQNiS,TAMPONS,CONDOMS,GI6ARETfE BUTTS,DIAPERS,WIPES AND SUCH 1 1 Specifications i ANTI-ROATATiON GOUNTEtt WEIGHT - Not t0 5G01e - \\ 1 I ° a \\ 1 ( ° < ��\� PRODi.�T5 INTO YOUR 5Y5TFM CD I \ DUMP SOLVENTS,OILS,PAINTS PAINT THINNER,DISINIFEGTANTS,PESTICIDES OR POISONS IX)WN THE O (— Feature Spetafit iiorts 'PLUM VIEW' I I I \� I i DRAIN. Height,In.(mm) 11.5 L292) ' .'I I..° < ° DI6 IN YOUR DRAIN FIELD OR BUILD ANYTHING OVER IT. PLANT ANYTHIN6 OTHER THAN 6RA55 OVER YOUR DRAINFLELD, �— Width,in,(mm) 9.3(236) O ENC,O 34'GASK)_TED T 15EN®RAL NOTES AND RI�11RH�rTS: TRANSPORT LINES DRIVE OVER YOUR DRAINFIELD OR COMPACT IT IN ANY WAY. 0 Z Q FIB LID W/55.BOLTS, BASIC DESIGN PARAMETERS GENERALLY THE EFFLUENT TRANSPORT PIPE FROM THE TREATMENT UNIT TO THE GEOMAT Depth,In.(MM) 5,4(137) MODE-FL246 ORENCA INTERNAL SPLICE REMEMBER TO FOLLOW THESE PE516N PARAMETER5 WHEN DE-516NINO AND IN5TALLIN6 15 9'TO 3'SCHEDULE 40 PVG PIPE.THE ACTUAL PIPE 51ZE WILL DEPEND UPON SUCH z S1 panel ratings* 120VAC,I hp(0,75 W4,16 A,I-phase,601iz Box,HOPE S84 GEOMAT: FACTORW A5 DISTANIGE,1'l1NRP HEAD,SCOUR VELOCITY,FwGTIONAL L055EW AND PROPOSED III ' III _ Q z C N 7 � ORENGO V'a'4)DISOAAR6E A55EMBLY, PRESERVATION OF THE NATIVE SOIL BETWEEN TRENCHES AND MINIMIZING ITS DESIRED PRESSURE AT THE DISTAL ORIFIGE5.THE TRANSPORT PIPE SHOULD BE l 1 m ` — S2 panel ratings' 240VAG,3 hT!(2.241cW)16 A,1 phase,6t)Hz MOIL Hvl�e INTERNAL SPLICE eox DISRUPTION AND COMPACTION DURING CONSTRUCTION I5 ESSENTIAL TO MAINTAINING SLOPED EITHER BACK TO THE PUMP BASIN OR TOWARD THE 6EOMAT TO DRAIN THE H FRAME DETAIL — F-' u- o � � m "' 501L STRUCTURE AND THEREFORE WATER AND 6A5 MOVEMENT IN THE 501L AROUND LINE AFTER EACH DOSE.IN 50ME GASES IT MAY BE BETTER TO SLOPE THE 0 � X � � Z O "Pump molars used wrt}t these panes requite internal overload protection. -5134 THE TRENCHES.FOR THIS REASON,CONNSTRLCTION IS TO BE TRENCH-BY-TRENCH WHEN TRANSPORT LINE IN BOTH DIRESTiON5.THI5 SHOULD BE DONE TO PREVENT FREEZIN6 IN �l (STRUCTURE FOR I/A Owe,CONTROL. t , 4 FLOW FROM E f11 FLOW TO LEAGMN6 FIELD POY5IBLE UN�LE55 A G33 SAW LAYER 15 UTILIZED A5 A BASE,AROUND AND GOLD WEATHER.AN ANTI-SIPHON DEVICE SHOULD BE USED WHERE ANY CHANGE OF < s I � O � fY --► PANEL BLOWER MOUNTTN6 AND GlIV£RIM6 THE 6EOMAT- 5IPHONIN6 OF THE FUMP TANK MAY OCCUR.DB16N MANUAL FOR 6EOMAT ('(� z I < [L �'�TRANSPORT LINE TO DRAINFIEi_D, DE516N MANUAL FOR 6EOMAT PRESSURIZED SHALLOW DRAIN FIELD APPLICATIONS- PRESSURIZED SHALLOW DRAINFIt3D APPLICATIONS-SUFFOLK COUNTY,MEN YORK CONTROL PALL FOR LIFT STATIOW NOTE: ADDITIONAL GLEAN OUT SHALL BE PROVIDED N 0 O W � rO W IL PUMP DISCHARGE FILE WALL � Flan INSTALL 6ROMMET,MODEL 6125L SUFFOLK COUNTY,NEW YORK-PAGE T OF 15 -PA6E b OF 15 SCALE: NOW IN IWI=RIOR OF BLD6,NO HOU5E TRAP SHAD. BE I w 0 � I Q < 4'6ROMMET INLET PROVIDED PER IRO 2015 P3201.4 fY OR NGO FLOAT ASSEMBLY,MODEL MF3'21F5 KEEP THE BOTTOM OF THE 6EOMAT MALLOW(b-lb INCHES BELOW EXISTING AND DISTRIBUTION MANIFOLDS AND LATERALS -5 Z Q O CONTROL PANEL PIPE,MODEL 64L YB:OM416H WATER ALARM FINISH GRADESh 6EOMAT P15MBUTION MANIFOL.D5 ARE TYPICALLY IJ5'TO 3'SCHEDULE 40 PVC. I o � W O m 5C.ALE:NorE R: OFF SEPARATION TO THE 5EA50NAL H16H WATER TABLE 15 3 FEET,ld`n-E55 OTHERWISE P15TPIBUTION LATERALS ARE TYPICALLY I"TO 2"5CHEDUL..E 40 PVC.51ZE WILL VARY 5T0PpER OR SUITABLE Z Q < Q V O N ORENC.O Pl1MP BASIN W LOW WATER/RH7lJNU�`NT OFF APPROVED; DEPENDING ON PB16N AND 5!TE CONDITIONS,DISTRIBUTION LATERALS SHOULD HAVE REIN FORGED GONG•SLAB, END PLUG G� W/FLOW INDIIGBR+ PLIMP SEPARATION TO IMPERVIOUS LAYER SHALL BE 4 FEET,IE55 OTILERWIISE APPROVED; FLOW ECdJALIZATION VALVES INSTALLED TO PROVIDE EQUAL FLOW OF EFFLUENT TO LL ''' MODEL-PB24bOFl MODEL p 3�Y I KEEP THE BOTTOMS OF THE INDIVIDUAL GEOMAT LATERALS LEVEL; ALL ROW5 HER 6EOMAT LATERALS ARE AT VARYING ELEVATIONS.FLOW M CMIR TO GRADE � Qi � � Z • DO NOT OVER-016 THE WIDTH OR 097M OF THE DRAIN FIELD TRENCHE5; EGUALIZATIDN VALVES ARE OFTEN INSTALLED IN THE iBhMP CHAMBER FOR EASY l� • PROVIDE FOR LATERAL PIPE DRAINAGE AND MAINTENANCE ACCESS; OPERATION,PROTEGTION FRY DAMAGE AND PREVENTION OF FREZIN6.A W � � —`---STEEL LIPINIS RIM65 0) �/.1 I� J O O AVOID WORKING 501L511fAT APE M015T OR WrET'BECAUSE THEY CAN EASILY SMEAR DISCONNEGT/THROTTLE VALVE SHOULD BE INSTALLED DOWNSTREAM OF THIS PUMP TOLj �_ AND COMPACT; THROTTLE AND SHUT OFF FLOW TO THE 6EOMAT PIPING. a' ' `• '' REINFORCED GONIGIRETE ANTIfitOATATION FLAN65 SCARIFY THE DRAIN FIELD BASE WELL BEFORE IN5TALLIN6 COMPONENTS. NOTE: SMALL LATERAL AND ORLFIGE 51ZE5 ARE RECOMMENDED To PROVIDE THE . --4X : L� L-L ELEVATION VIEW' OA.5 WARE=36'x 36N x 12"DEPTH H16HE5T POSSIBLE-5GOURIN6 VELO6V IN THE LATERALS,TO MINIMIZE ORIFICE t� O Q LI) N REGE5SW FOR BASIN: 24'DIA x b'EMBEDMENT WHEN FIRST REVIEWN6 A 51TE AND DEVELOPIN6 A DB16N POSITION THE 6EOMAT aO%IN6 AND TO PROVIDE.A5 EVEN P15MBLMON OF KASTE14ATER A5 POSSIBLE. t� 1— ORENCO LIFT STATION DRY PE16I 3'SQUARE DEADMAN,1,124 L.BS LATERALS PARALLEL TO GROUND SURFACE CONTOURS WHENEVER PO%IBLE.THIS WILL HOWEVER THI5 REGOPE5 THAT THE TREATMENT SYSTEM OPERATE AT THE SPECIFIED 513 PIPE !L •' BUOYANCY CALCULATION: ORENCO TOTAL BASIN BUOYANCY: 1,1241.85 A b'SIJBN•ERSION. I•ELP MAKE IT EASIER 10 KEEP DRAIN FIELD BASE ELEVATIONS UNIFORM.DE5IGNING PERFORMANCE STANDARD OR ORIFICE GLO661N6 CAN RESULT.MEN SOIL AIR TYPICAL SLAB DETAIL �� 30" ELBOW O Z SIMPLEX DISCHARGE AiNTl-alOy NIGY O'SWARE DEADMAW: PERPENDICULAR TO A SURFACE GONJOUR WILL MEAN THAT THE DOWN 6RADIENT END SYSTEMS ARE UTILIZED,THE ORIFICE HOLES SHOULD TYPICALLY BE I/b""TO 3/Ib'. AT ETU BLOWER UNIT W �LJ BUOYANT FORGE 15 RESULT OF i11R VOLUME WITHIN GONTAINtERS 3,2%L85(2"12%)AT V BURY DEPTH OF THE DRAIN FIELD TRENCH WILL BE SHALLOW-PLAGED,WHEREAS THE UP GRADIENT DESIGNS SHOULD AGGOLW FOR A MINIMUM OF 2 FEET OF DISTAL HEAD AND A MAXIMUM W � h— FU1 LY IMMER5W IN WATER PUMP BASIN DETAIL ANTI-FLOATATION TO BE GALCUL.ATED BY DE516N END WILL BE MUCH DEEPER. OF b FEET AT THE P15TAL END OF FAGH 6EOMAT DISTRIBUTION LATERAL. SCALE; N.T5. N.T5. P4 Z 5,At,E; NONE PROFESSIONAL BAST P ON FIELD C.ONDIT10% WITHIN REASON,SMALL FREGI ENT D05ES OF EFFLUENT TO THE GEOMAT ARE PREFERRED O � � n BUOYANT FORGE OF BASIN. OVER FEWER LARGER DOSES,HOWEVER,REST/IRE-AERATION INTERVALS MUST AL50 BASIN 1^E16HT(TNT.VOL BUOYANIT FORCE) BE PROVIDED FOR;4-b DOSES A DAY 15 M05T GOMMON.PUMP GHAMIR5 SHOULD ) LOW�0 b'S118N�R510N = 1,12q LB5 BE D£51GNED WITH I FLOAT SWITCHES CONTROLLING HIGH WATER ALARM,PUMP OWOFF, TOTAL BUOYANT FORGE = 1,124 LB5 ORENOO NOTE5: AM)LOW WATERMEDUNDANT OFF.AN EVENT GCUNTFR 15 RECOMMENDED. • ORENGO PUMP BASIN W1614T TO 13E Ulu TO • PR15A5T ANTI-FLOATATION COLLAR(A5 SHOW 6EOMAT EXCAVATION REQUIREMENTS INTERNAL 60° KfE TO SON. SY5, PAGE: ANTi-BUOYANT FORCE: DESIRE LEN6TH IN FIELD • ANTI-R.OATA110N COLLAR MEETS 150%AT FULL THIE SOIL BETWEEN THE D15PER5AL TRENGHE5 SHALL REMAIN UN}D15TURBED WHEN BLDS PIPINS 36"x 56'X 12VP SQUARE GONG DI:ADMA ,L•i/ • PUMP SYSTEM DE516MM FOR DEMAND DOSE 5L MBR.510N POSSIBLE.IF THE PRESENCE OF BOILDERZ5 OR OTHER OBSTACLES MAKE TRENCH 24'OD.x 6"DP BA61N EM�'IENT= 2161 LBS - FLOAT HEIGHTS TO BE AP 15TED BY DE516N • ANTI-F.OATATION DETAIL-.TO BE GALGULATH7 CONSTRUCTION IMPRACTICAL,TIE ENTIRE LEACH FIELD AREA MAY BE EXCAVATED A5 NOTE5: BASIN L�EISFIT•= 1.124 LB5 • PUMP BASIN VOLUME: IM 6ALLONIS/INCH BY DES16N PROFESSIONAL NECE55ARY,BAGKFILLED WITH A SUITABLE SAND FILL SUCH AS ASTM C33 SAND TO I.FOR GLEANlOU r(5)LOCATED IN TRAFFIC AREAS PPaADE WITH THE DESIGN ELEVATION OF THE BOTTOM OF TRENCH AD THE 6EOMAT CONSTRUCTED T12AFF1� �����AND�� r TOTAL ANTT-3l10YANT FORGE= 324b LB5 . ORENCO L•N6H LEAD PUMP TO�SIZED BY • ANTI-FLOATA110N TO�GALGl1LATED BAE,)=D AND BAGKFILLED IN 633 SAND. ANTi BUOYANT FORCE F�(GL5D5 BUOYANT FORGE BY A 2.42 DE516NBR G 5 TE CONDITIONS 2.FOR USE WITH BUILDN6 EXTEN510WGONPIGGTIONS. SAFETY FACTOR • INLET/OUTLET 6RDM rE75 TO HE FIELD SP3 INSTALLED ry., A of 4 SCDHS SET WOVEN WIRE FENCE 5YMSDI- 61zADE 0 GRI =EL.14A' (MIN. 14 1/2 6AU6E W/ 6RADE 0 GR2= EL 163' 10 MAX. G. TO G. MAX.6" MESH SPAGING) I;; ''' '''', GRADE 0 C173= EL.163' 36 COMPACT FILL MIN. LENGTH FENCE � a � o POSTS DRIVETI MIN. Ib" pc INTO GROUND. - Z A I _ . HEIGHT OF FILTER = 16, MIN. FA . z z � n� .� .I. .� TOP 0 GR2e � N y �, v' N EL.143'MIN- 133E MAX TOP a 60: EXISTIN6 ELECTRICAL sip PERSPECTIVE VIEW EL.143'MIN-'133'MAX 5ERVIGE GABLE IN CONDUIT. � a 200 AMP(2'CONDUIT,MIN), 36"MIN. FENCE P05T BOT 0 M. 320 AMP OIQ'CONDUIT,MIN) EL.14.2'MIN-13.2'MAX 400 AMP(4'CONDUIT,MIN) WOVEN WIRE FENCE(MIN. 14 1/2 BOT a 60' Ex COMMUNICATION B 6A06E W/MAX.6" ME5H SPAGING) N EL.142'MIN-13.2'MAX WITH FILTER CLOTH 3 T>U � �N FLOW o R o to LM15TURBED GROUND ►►� (4 N~ S COMPACTED SOILPROPOSED TOP® G = 10' SANITARY TRANSPORT PIPIN:S �' g EMBED FILTER CLOTH I A A MIN. OF 6' IN GROUND. 14" BOT® GRI E1. 1202' SEG-TI►ON VIEW CON5TRUGTION 5PEGIFIGATION5 3 WATER / 5ENER GR0551 N6 yC 1145TALL ATION NOTE: I. WOVEN WIRE FENCE TO BE FASTENED SECURELY TO FENCE POSTS WITH WIRE TIES z WATER LINE JOINTS 5HALL BE AT LEA5T TEN FAT Q OR STAPLES. POSTS SHALL BE STEEL EITHER "T' OR "U" TYPE OR HARDWOOD. FROM THE POINT OF GROSSING AND SEVER T LINES 514ALL BE CON5TRUCTED OF MATMAL5 t- •d a� 2. FILTER AND JOINTS THAT ARE EQUIVALENT TO WATER CLOTH TO BE TO BE FASTENED SECURELY TO WOVEN WIRE MAIN STANDARDS OF CONSTRUCTION FOR THE "' n FENCE WITH TIES SPACED EVERY 24" AT TOP AND MID SECTION. E IZE NTH OF THE SEHM LINE AND SI-IALL FENCE SHALL BE WOVEN WIRE, 12 1/2 GAUGE,b' MAXIMUM MESH OPENING. BE PRF55URE TESTED T A55ORE WATER a T16K ESS PRIOR TO BAVQ9LLIN6. 3. WHEN TWO SEGTION5 OF FILTER CLOTH ADJOIN EACH OTHER THEY SHALL BE OVER- TOP AGRI = EL.45 LAPPED BY SIX INCHES AND FOLDED. FILTER CLOTH 514AL.L BE EITHER FILTER X, TOP® GR2 - EL. 11.8E PROPOSED 1'WATER MIRAFI IOOX,STABILINKA T14OR OR APPROVED EQUIVALENT. TOP o 0R3 - E .,I!,& SERVICE SPLICE 4. PREFABRICATED UNITS SHALL BE 6EOFA8, ENVIROFENGE,OR APPROVED EQUIVALENT. BOT a GRI'= fiC 4:42' BOT a CR2 = EL.1133' 5. MAINTENANGE SHALL BE PERFORMED AS NEEDED AND MATERIAL REMOVED WHEN BOT a CR3 'BULGES" DEVELOP IN THE SILT FENCE. rr 1l. U5.DEPARTMENT OF A6RIGILTURE NATURAL RESOURCES CONSERVATION SERVICE SILT Va p NEW YORK STATE DE PARTNENT OF ENVIRONMENTAL CONSERVATION t`EA YORK STATE 501L 4 WATER CONSERVATION COMMITTEE FENCE UTILITY GROSSINS TABLE: - W N No. UTILITIES INV. EL. 1- SANITARY LINE EL 12D2' � � to CR 1 HATER SERVIGE LINE EL.4.42' p www.dignetnycli.com (MAINTAINS MIN.IV SEPARATION) X of NEW YORK CITY www.calo811.com h-~ y9 &LONG ISLAND (for other states) WATER SERVICE LINE E_.11.73E LL CR2 X Z 800-272-4480 1811 EX.R*1601114 5ERV. I.E.OF EXISTING SERVICE DETERMINED 13Y MIN/MAX p BURIAL DEPiH5 PER STANDARDS(SEE DIA.ABOVE) (HANTAIN5 MIN.IS'SEPARATION) By law,excavators and contractors working in For safety reasons,homeowners are strongly � O W the five boroughs of New York City and Nassau encouraged to call as well when planning any , WATER SERVICE LINE EL 11,73 A and Suffolk Counties on Long Island must type of digging on their property. CR3 EX PrdR/GOMM 5ERV. I.E OF ExI5TIN6 50"cE DETERMINED BY MIN/MAX contact Dig Net, o more than 1 0 or working d least Homeowners can contact calling i g 811,,t at BURIAL DEPTHS PER 5TANDARD5(5EE DIA.ABOVE) p 48 hours but no more than 10 workin days 1-800-272-4480 orb callin 811,the � p (excluding weekends and legal holidays)prior national call before you dig number.For (MAINTAINS MIN.18'SEPARAMONI = to beginning any mechanized digging or excavation work completed on personal excavation work to ensure underground tines 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 1� m I If you do not currently use I form please prior to digging is free of charge, call CR 1 CROSSING / TRENCH DETAIL call 1-800-524-7603 for more information. � .. 1� CR2 WATER SERVICE LINES, POWER & COMM SERVICE LINES, CR3 AND SANITARY OUTLET PIPING EN6IIEER: NOT TO SCALE y'� 4.7 �<<� U, s 4._ . JE FFREY'T. 5LnLER,P.E. ^j Q STORM DRAINAGE CALCULATIONS: v 7 VOLUME = AREA x RAINFALL x COEFFICIENT LL AREA = SQUARE FOOTA6E PER DRAINED AREA RAINFALL = 2' = 0.161' p Z O COEFFICIENT OF IMPEIRVIOU5 SURFACE = IA Q 1- Z Q STORM DRAINAGE SYSTEM DEDICATED 701 , EXISTING MODIFIED GARAGE(64b 5F) 24'0 CAST IRON COVER FL000UIRT U_ 0 Z O ED CALLAND .,6q&S.F.00VER FOL*MY COMPANY PATTERN NO.61128 TOTAL VOLUME ME x 0.167E x= 11 = 1PT. U1.FT. OR EQUAL(ADJUST TO FINISH 6RADF) I� Z TOTAL VOLUME REQUIRED= 117 GUFT. F� USE(U-VO x V LIGt.DP.LEACHING POOL FINAL GRADE O TOTAL VOLUME PROVIDED = 04 GUFT. HIGH DENSITY U w IL v I '_ STORM DRAINAGE SYSTEM DEDICATED TO, POLYETHYLENE M Z ,•,11 2� 4 -1 Z Q O EXISTING DWELLING ROOF RUNOFF(1,10 ST-)AND 15"PIPE DIA,MIN O � LU lY) EXISTING ROOFED OVER PORCH 05 S.F) Cat (A5 REQUIRE) ( I 1'' `� ~ < Q u � CV GALL.,2,2b5 S.F.x 0.167E x IDO = 37D.26 CU.FT. ( - C/1 TOTAL VOLUME REQUIRED=374 CU.FT, SIZE'S: U5E(2)-640 x 5'LIQ.OP.LEACHING POOL DRN INLET TO SD CON= 10"0 MIN I O n � to t O rr. TOTAL VOLUME PROVIDED =422 GU.FT. 50 TO 50 COW= 15'�MIN :. I; N H-20 8'THC TRAFFIC F+•1 p ^t " ` I TOTAL VOLUME REQUIRED: 5341 GU.FT.STORAGE ROOF LDR GONN= 4 a MIN A 'SLAB n LU _z v V- p NOTE, C0NWLT PONKPOUTS TO p TOTAL VOLUME PROVIDED: 556 GU.FT. STORAGE „y } � �1 2 m m DRAINAGE SYSTEM AS SHOWN WRAP WITH boz(MIA "G < LL N O USING 4'SOR 35. PITCH AT IN PE IZ FOOT MIN. IN DIRECTION OF - NOW40VEN GE01F)MLE E"I DRAINAGE STRUCTURE NOTES: LEAC44M POOLS.PROVIDE BOOT (FILTER FABRIC) LL O .. I. LEACHING POOLS 5HALL BE PRECAST GONG CEMENT 5TRZTURE5 AS MAR F. CONNECTION TO DOWN5POUL ALL WALL SECTIONS t Z BY SUFFOLK PRECAST INC.OR EWIVALENT. 5HOP PRAKN69 SHALL BE SUBMITTED TO THE TOWN ENGINEER FOR APPROVAL. 4' I-® ® ..1:" 4' TOPS SHALL BE SET IN A }- (� LU 2. ALL GONG CEMENT USED IN THE MANUFACTURING OF PRECAST STRUCT. 1 ® ® � ® ! I BED OF MORTAR w Z SHALL DEVELOP A MIN COMPRESSIVE 5TfMi6TH OF 4000 P.5.1.IN 2&DAYS. `I ® ® � � 3. SHOP DRMN95 OF PRECAST MANHOLES AND CATCH BE BASIN5 MIST I SUBMITTED TO THE TORN ENGINEER FOR APPROVAL. 3'MIN I ® ® I 3'MIN l,e 4. REQUE5TS FOR DEVIATIONS FROM STANDARD DRAINA6E INSTALLATIONIS ;I ® ® I s SHOWN MUST 13E MADE IN WRITING AND MUST INGWDE DRAINAGE GL AT10Ni5. I �_SELECT 6RAN�AR 501E PAGE: `�� 5. ALL DR L DRAINAGE STRUCTURES SHALL�PLACED IN ACCEPTABLE LEACHING SOILS A5 APPROVED BY THE VILLAGE E INEf R IN THE EVEM POOR x SEE:DRNG GALG FOR DIAL BAGKFILL FOR LEACHING MATERIAL 15 ENGGUNTERED,EXCAVATION 15 TO BE C0NTMM TO 5 PERIPHERY AND BOTTOM 5UITABLE MATERIAL AND BACK FILLED A5 DETAILED. Tn EXCAVATION AND BACKFILL KT44 ACGEPTAELE LEACHING(5EE NOTE#5) 6.USE 15'DIA CORRUGATED H 614 DENSITY POLYETHYLENE(fM HEAVY DUTY 6RqAD WAS LEACHING MATERIAL(5EE NOTE 115) PIPE FOR MTEWjON*CTION OF ON-SITE STORM WATER LEACHING POOLS A.HDPE PIPE 5PEGIFlGATION(AA54T0 M-294) B.INSTALLATION OF HDPE SPECIFICATION(ASTM P-2320 G.WATER T16HT JOINT'FMTI%5PEGIFIGATION(ASTM D-a212) TYP. STORM WATER LEACHING POOL DETAIL D.6A5M 5PEGIFICATIOM(ASTM F-477) NOT TO SCALE of 4 SCDHS SET