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HomeMy WebLinkAbout1000-107.-9-5 OFFICE LOCATION: �0��0f S0(/jyOl MAILING ADDRESS: Town Hall Annex ® P.O. Box 1179 54375 State Route 25 Southold, NY 11971 (cor.Main Rd. &Youngs Ave.) cn Southold, NY 11971 �pQ Telephone: 631 765-1938 O Fax: 631 765-3136 �yc4UNT`I,� LOCAL WATERFRONT REVITALIZATION PROGRAM TOWN OF SOUTHOLD MEMORANDUM To: Michael Domino, President Town of Southold Board of Trustees From: Mark Terry, AICP LWRP Coordinator Date: October 11, 2019 Re: LWRP Coastal Consistency Review for STEPHEN CARROLL SCTM# 1000-107-9-5 Condon Engineering, PE on behalf of STEPHEN CARROLL requests a Wetland Permit to install a new I/A nitrogen treatment unit with an infiltrator leaching system to replace an existing septic system. Located: 3825 Wickham Avenue, Southold. SCTM# 1000-107-9-5 The proposed action has been reviewed to Chapter 268, Waterfront Consistency Review of the Town of Southold Town Code and the Local Waterfront Revitalization Program (LWRP) Policy Standards. Based upon the information provided on the LWRP Consistency Assessment Form submitted to this department, as well as the records available to me, it is my recommendation that the proposed action is CONSISTENT with the LWRP policies and therefore 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: Damon Hagan, Assistant Town Attorney RECEIVE® Town of'Southold LWRP CONSISTENCY ASSESSMENT FORM =TO19 Southold Town A. INSTRUCTIONS Planning Board 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 cant beneficial and adverse effects upon the coastal area(which includes all of Southold Town). 3: If any question in Section C on this form is answered "yes" or "no", then the proposed action will affect the achievement of the LWRP policy standards and conditions contained in the consistency review law. Thus, each answer must be exylainW 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# L172 - 2 - Y _ PROJECT NAME C'44kol-& SX P The Application has been submitted to(check appropriate response): Town Board ❑ Planning Board❑ Building Dept. ❑ Board of Trustees 1. Category of Town of Southold agency action(check appropriate response): (a) Action undertaken directly by Town agency(e.g. capital ❑ constriction,planning activity,agency regulation,land transaction) ❑ (b) Financial assistance(e.g.grant,loan,subsidy) (c) Permit,approval,license,certification: Nature and extent of action: Av► u 4,(- QF r ('�SSt'o�,L� /1 /� iNS II �In1EL,� )/� WASPi,,4-i� �i2�T!/J�R,-� �'S��iNI ,�^►� :.J F�LT2,4°ro2 f�qr`�j..�� SSrST.E1'�'t i�1 fS -/W 5-_F-&,04 ego,ZY :56MC [Y4� ' f ` 1 ' J Location of action: 1"'t e-X1141,11 Aug ; Site acreage: ZZ Present land use: 51,0l«AA 1 4.�Z C/,cv Present zoning classification:_ 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: (b) Mailing address: �� JN1 621&aTfG, (c) Telephone number: Area Code (d) Application number,if any: N� Will the action be directly undertaken,require funding, or approval by a state or federal agency? Yes 10"'No❑ If yes,which state or federal agency? ay . L LV,6rLA J S 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 QNoFJ Not Applicable �O SFGt E'e-'657 A/ r-kV &'U /,VT6 !/&-t¢� &yd Lf M 61 T71-C 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 ErNot 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 RrYes ❑ No ❑ Not Applicable rA16- JAJ:F-W�j2E47—mF-j-- ,4 11-1 Z6QI I-Zy a,2- LCr--6gA6 /y OG)6!F - pta) Attach additional sheets if necessary NATURAL COAST POLICIES Policy 4. Minimize loss of life, structures, and natural resources from flooding and erosion. See LWRP Section III—Policies Pages S through 16 for evaluation criteria F] Yes ❑ No Not Applicable V�K OSE-Egr GvII.-L n o- }"E i rhAac7 /ti_&P-Ai— 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 RfYes ❑ No ❑Not Applicable YkGr 44 tJ� tui-t' ,�- ��C.f � !n 77�� 7`orcf•v b F � vf% 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 2 for evaluation criteria. es � No Not Applicable f> /POJ 4/ E QUA- G 17 r Attach additional sheets if necessary Policy 7. Protect and improve air quality in the Town of Southold. See LWRP Section III — Policies Pages 32 through 34 for evaluation criteria. ❑ Yes ❑ No PT Not Applicable FI S'�,Pn T�C ,h4l r ryy ,,/66,477V 6 IAI AA/- 7`S TLS UAL!Z. 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 F-1NoNot Applicable N� I w AI J3 f Srih-6 a PYJBLIC 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. ❑ YeEl No ErNot Applicable & O v 7S /-R !"060C 6CCO5S GL -i j-e fA1 Z24L-- Ul--)4,1 Attach additional sheets if necessary S WORI09-G COAST POLICIES Policy 14. 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. tu L-1 Yes ❑ No ❑ Not Applicable ` 0i i-!� /kb *7 110X m oI'ZS :5 14- 1/t,44L, 1ST Of- �l cry a1'1/J2 i � 0,,2eS- Jey /,4f/)a uI6 w4r,--<2 Attach additional sheets if necessary i Policy 12. Protect agricultural lands in the Town of Southold. See LWRP Section III—Policies; Pages 62 through 65 for evalluation criteria. ElYes ❑ No U Not Applicable yrs �,P� r��,T,tl�a s arc, /�'�-�4'T�'✓� p�/J/�T5 T� , �2rr.��Tu29L G�-�.OS' i-� 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 0Not Applicable PREPARED BY TITLE_ DATE / `o 4, , `` ti „o �a Zo 19 Irk/•\' , �i Z a 4 Carroll residence • Picture #1 Picture #2 'a Picture #3 r APO Picture i �`'��� �-- •`' Vic; :; ,!� ,". ,. t � x+A v Carroll Residence Legend 3825 Wickham Ave N, 53825 Wickham,-,tit- ve r s � ... - ` ' --- I : • :. -tee. - Google Earth -y _ N �. � 2018 Google ' 600 ft N l 1S SEE SEC-NO 100 SEE 5EG N0 100 N,w.w IMTCN Nno�w E 23 `1• ♦ ___Z—_— --_�__ 1NE * MAICN --_--z_—__— - — _--_z_— LINE 21 101A S FOR PCL.NO J S_ 1 3NGryraA 6.3 SEE SEC.NO. 1] A�n>f 20 OA IOOd UO{.2 1�I� i * oEVEiPv�wTaEWA 1J (��SWPioln w M `\ waM3i n O 2. 2M misns/ �1 Sr S0A I<w • 1 3 12 7 TA 5 aEv�Ei.d� O o { sar. AwN,a v0\ N 9A 21A ^' /� • w Sa 4 e iA ayls+*e� I V y8 )?y • t 1.1 C v+ e` 194 11AA 2.1A 1 pJE R3 6.3A O { •? , O M1e ' rOF n { 2.1ANV \ Sy '. •'+G`, Nom? 1 eA � �' 1 SWI` { ♦ pF '?O w { ].s zsA � e ?y y w SIA d i w till 9.1 O ].OA 212 8 I- I 11 sr p �, 3?SN''. 1 SM 6 1 TNG 1+ Y 6 •Jr b fdi PCL NO O ;�, :S` a n•� o•] SEE SEC.No. rp I °) - O ,�° )?•O 03� \ � F 10601-001.1 �1�' \I � w 1� 2.2A(C) S°A KEN T 9 y? A 92 I M1 16 IQ 4 > y e + { • .� ` +M1 RrN a sa s / iwA 4 { / 1\, � S { • ,,P 79 M>\ ?�q o1 A6' '�c' /'/ a ���11-' •9 y ,TA ' ri e q t.{M(<) /.I a .+J .4 wNr¢lo �+ 1• 9 10 � dp� w wvRat ` ». +1 ,+�� ++ �..�O{yta { •� g +: ilk' q/�) g • \ s w PGS a' M1 � 4 +1 91 to 1e { • / + s • ,!. .e{� SEE t O ♦'JY- )>.�9 9�z 11-4 I" ' "' ° 530 { • Y Y q _/4f w ` , �� O rORPCL.No ` S �i y°• * • M1° .y 't?a u^ �I le a �,;' P„s i� a\ u ,° SEE sec NO Mm 114020012 e• ♦ 10 _ A9�� R�\ „'E" sWINaO ROEOwaN° / � , � +e y5 op { s 4 ♦ � r. � «'b ,es Im e \e +S�.. LIATCN WE +\ ' ye �" " w,wl le[ w 4 e R MATCH 2Z_— t1NE Is 0�y0� � � ��S �3 _ ,E<N°. o. ♦ SEE SEC.No.na 0 w�� --"-- NO"CE COUNTY OF SUFFOLK © K 'm °' a solmloLn SECTION NO Real Property Tax SernceAgency y --- °.w A.,E6ArwN .._. wns dne°unw ar Mnw"or rrrtnRll Cs.NY Y11M1 IO IOI la wYnNE OF . _ _r,�_'� ..,.vi.. — rsruAcdAnrrAAwrar"a.a reo aw. IA _ lo� u G.�wr Rlwr,r3 r"" .. wnw wru0urrwna"w�owx m[ sua ---- E� ._ .�. �...a ...,.e."..., m o m w ds,"c 1000 A P TEST HOLE DATA PROJECT FORCE MAIN CALCULATIONS: N LOCATION PIPE MATERIAL: HDPE FRICTION LOSS(C):150 EL 19.0 LPIPE LEND-TH: B0 L.F.1MCL.BENDS(WORST CASE TO WASTE PIPE nr rTrn MIXED LOAM(OL) LOSS PER 109 @ 1 12': 127 y ELEVATION CHANGE: 5.9 O Q LOSS IN VALVE CHAMBER: 9.0' TOTAL PIPE LOSS: 127 X 60 L.1711017=7.6'+5.5'+9.0'=22.1' r y U AREA OF PIPE: 1 121 X(iT/4)=1.77 IW ,�il`O ,'' , PALE BROWN FINE TO COARSE SAND(SP) Q GPM- 44 GPM 0 221'HFAfl I OSS(SFF CHART RFI OW) y� VELOCITY: V=0.4085 X FLOW/AREA OF PIPE(2 FT.PER SEC.MINIMUM) V=0.4085 X 44 GPM/1.77 IV = 10.2 FTISEC>2 FT/SEC. (�.` �,�',`'��!.'' �,'� �,'' SILT FENCE 1 HAY BALE LINE ��N q USE A 1 12'HDPE FORCE MAIN �,' % 16.9'(EL.2.1 HIGHEST EXP.GROUNDWATER) THE HEAD AT THE DISTAL ENDS TO BE 5'MAX. THE VALVES TO BE ADJUSTED AS NECESSARY. �` V ,' ,' ,/ , a WATER IN PALE BROWN FINE TO COARSE SAND(SP) VALVE BOA • , N , �, , Q Q '0 j p s� �/ TESTHOLE FROM APPROVED PLAN SCDHS y PROPOSED 50%EXPANSION 20 L.F.INFILTRATOR WATER REF NO.:RIO-18-0063E , TECHNOLOGIES QUICK4 PLUS STANDARD LOW PROFILE �!� TEST HOLE PROVIDED BY SCDHS. Wastewater ' _ � ,�� � s �ti CHAMBER LEACHING SYSTEM (TYP.OF 1) � LOCATION MAP A. l i � � �Ilt�, n �.1�_ -.�wwi+.► �!.rte+.• ,•..-, O�A�/ FEET 7 \\`��\ �� �J �, / ;\r FC O PROP.DiS AL EIVU �CyCO i"=ow MODEL:LSP03,LS P07 , / \ �L F O HEAD HT.(TYP.) A G SIZE:3/a"SOLIDS MAX. l \ �, I ��. � �� �o� , GENERAL NOTES 35 RPM:3450 NO WATER �` 6 yo . �w�,v . CLEAN OUT WITH A PLA TIC S `/CG_�y� 1. ALL MATERIALS AND METHODS OF CONSTRUCTION SHALL CONFORM TO THE LSP07 HP: /3 and 3/4 DRY BLDG \ \ ` I , �, VALVE BOX INSTALLED !`'�� c `�/j/ STANDARDS AND SPECIFICATIONS OF THE TOWN OF SOUTHOLD AND THE SUFFOLK 30 - - __ syr �� 1 a �� • FLUSH WITH GRADE(TYP.) �� Q �!"'� COUNTY DEPARTMENT OF HEALTH SERVICES AS REQUIRED. tX151 IIVt�CESSPOOLS 1 U tat 1'UMF'tD�1KY \ �; z _ PROPOSED 20 L.F.INFILTRATOR WATER 2. BOUNDARY&TOPOGRAPHIC INFORMATION FROM SURVEY BY G&A LAND SURVEYING AND REMOVED IN ACCORDANCE WITH THE '�/ _ 6 INC.PETER A.GROBEN LAND SURVEYOR DATED APRIL 21,2019. ELEVATIONS ARE Q 25 - c, . ?: o r ►� S TECHNOLOGIES QUICK4 PLUS STANDARD /). LU ►�• t?7a REFERENCED TO THE NVAD 88.DATUM. _ •� SCDHS STANDARDS �L s t,� OQ, LOW PROFILE CHAMBER LEACHING 20----�` .L�`�' o,� CO tl' 'sem, OO,, SYSTEM (TYP.OF 2) 3. THE CONTRACTOR SHALL FIELD VERIFY THE LOCATION AND DEPTH OF ALL UTILITIES Q LSP03 'Ir .� 7� PRIOR TO THE COMMENCEMENT OF WORK. THE CONTRACTOR IS ADVISED ALL ). fp .� 1 SUBSURFACE INFORMATION SHOWN ON THESE PLANS IS CONCEPTUAL AND MUST BE ? _ _ ,. - 'L1� ^�,. , PROPOSED VENT EXTEND r_,nnlcnannEn nr_.r_.ORnIntGLY IN THE F!ELD. b PROPOSED IIA SEPT iTECH STAAR.05_�� i� �+ `j2,c v0� r�' � 'y �-18"MIN.ABOVE GRADE 15 - Gam,, WASTEWATER TREATMENT SYSTEM -f i C ��• S(9"�`' 1b 4. A MINIMUM SEPARATION OF TEN(10)FEET HORIZONTAL AND EIGHTEEN(18)INCHES _. C - WITH A CHARCOAL FILTER 4j 7���` �/2 �s �� �� VERTICAL IS TO BE MAINTAINED BETWEEN WATER LINES,STORM DRAINAGE AND/OR 10 PROPOSED 1.5"PUMP-BACK \\ \ �b'� •�: C std ���. SANITARY LINES OR STRUCTURES. ---- - 5 THE CONTRACTOR SHALL BE RESPONSIBLE FOR SECURING ALL NECESSARY PERMITS PROPOSED SEPTITECH STAAR.5 \ CO �s PRECAST DIAMOND -' \ A _ �� BEFORE COMMENCING WORK. _... _ ND ST-1000-H10 / �• �.1' -9�, ,<,,. :, SEPTIC TANK 6. ALL UNSUITABLE MATERIAL AND DEBRIS SHALL BE DISPOSED OF IN ACCORDANCE WITH TOWN,COUNTY,STATE AND FEDERAL LAWS,CODES AND ORDINANCES.CONTRACTOR STAAR CONTROL PANEL �S' R s, F,c SHALL BE RESPONSIBLE FOR DISPOSING OF ALL UNSUITABLE MATERIALS OFFSITE. 0 10 20 30 40 v 5o GPM �O ' ,' ,' ^ .' '. FiJ/ DEBRIS SHALL NOT BE BURIED ON-SITE. CAPACITY Gfj 7. ALL PRECAST STRUCTURES SHALL INCLUDE SUFFICIENT STEEL REINFORCEMENT FOR EX.WELL TO BE TEMPERATURE AND SHRINKAGE,TRANSPORT,AND TO ALLOW THE STRUCTURE TO . wry :e:ITHST NID M1v�+SHITO i i-20 Lvi u' !CAT THE COVER CONDMOI,.S SHv::I�1 0A,II THE V,,C.. o ;• ;:'::.: �, / ABANDONED • 8. ALL PRECAST STRUCTURES SHALL BE MANUFACTURED WITH 4000 PSI/28 DAY / Ap� p: \� �6'• ��� ': �� \\ STRENGTH CONCRETE. �o � ,.�/ti 9. SANITARY PIPE TO BE SDR-35 PVC OR AS SPECIFIED ON PLANS. G� 00 s.0 Fs..: I &I F 10. DURING CONSTRUCTION EROSION AND SEDIMENT CONTROL MEASURES 0 UTILIZED .. E I E T BE U ZED �ib •�A •n `: -` .' •'••i;., �" I `tf. L1w,i r r _ r •r r r nn rr, rn rr r - ��. _•G ., `\+: I } 11_ IECIESSAIDV TO11' EVEIVI TIIL IMI VJPVI\1 VF Jrry ILIVI IV CI1JIT'AI r-A o, 0, !1V 1�LV'VVfll\1 IVB 1 1\ q�• fit(. +'� ►� I Q� PONDS,DRAINAGE INLETS,ETC. THE METHODS AND MATERIALS EMPLOYED IN THE �. � :..:...• INSTALLATION AND,MAINTENANCE OF EROSION CONTROL MEASURES SHALL CONFORM GS PIPE TIE WITH 301b TENSILE STRENGTH TO'THE NEW YORK GUIDELINES FOR EROSION AND SEDIMENT CONTROL'. : .:. '.. ' > - WFJ+THER-RESISTANTPOLYPROPYLENE 11. ALL BACKFILL SHALL BE SELECT GRANULAR MATERIAL COMPACTED TO 95%MAXIMUM AT EACH CHAMBER CONNECTION LINES \ ,� DENSITY AT THE OPTIMUM MOISTURE CONTENT,AS DETERMINED BY STANDARD PROCTOR TEST. I/lllL1V1I YLVLIrt11.L#,r -Amn NATIVE BACKFILL 3'MIN. 1:3 SLOPE MAX TO \ 'ASL. ` Y" \ 12. LOT AREA:14,021.63 S.F. MEET IX.GRADE OR r •,��. O \ + 1 RETAINING WALL 13. THERE ARE NO WELLS WITHIN 150'OF THE SEWAGE DISPOSAL SYSTEM. 'fir �601 1, G. / .. ......... .. .'.'.'.'.'.'.'.'.'.' '.'.'.'.'.':.'.'.'.' �" � TOPSOIL \ + r . . . . .. .. . ... . .. .. .. .. .. .. .. .. .. .. . ��_ _ _ *THE INFILTRATOR QUICK4 PLUS STANDARD LOW CIO. � •••• • • \� PROFILE CHAMBER SYSTEM SHALL BE PLACED IN ° A3 ��� ACCEPTABLE LEACHING SOILS WITH CLEAN SAND AND \ �.� °/ .' - - \ DI - \\ � X\ C 0 ••:•• -• .3"INVERT PERCEL("SP"OATE. INTHEIEVENTP O DIAMOND 1 ,000 H10 ANTI BUOYANCY SEPTITECH STAAR .5 �� , G �/� , PERCOLATION RATE. IN THE EVENT POOR LEACHING ^ °a �� til' ' MATERIAL IS ENCOUNTERED,EXCAVATION IS TO BE ����%���"�����~��'�� %��� CONAS INUEEDTOSUITABLEMATERIALANDBACKFILLED CALCULATION DESIGN DIAMOND 1 ,000 H10 ANTI-BUOYANCY MATERIAL PROPERTIES: 3a" PRESSURE LATERAL, WATER: 7.482 GAL/CF 8.34 LB/GAL 62.4 LBiCF CA L C U LAT I 0 N DESIGN SITE PLAN 36'WIDE TRENCH SIZE PER DESIGN CONCRETE: DRY:150 LDCF SUBMERGED/NET:87.6 LB/CF MATERIAL PROPERTIES: / *NATIVE SOIL AND/OR SPECIFIED FILL 'SP'OR SOIL: DRY:100 LBICF SATURATED:117 LB/CF NET:83 LB/CF WATER: 7.482 GAL/CF 8.34 LB/GAL 62.4 LBdCF SCALE:1"=20'-0" / BETTER SOIL WITH 1-5 NPI PERCOLATION RATE CONCRETE: DRY:150 LB/CF SUBMERGED/NET:87.6 LB/CF HIGHEST EXPECTED GROUNDWATER EL.2.1' INFILTRATOR QUICK4 PLUS STANDARD LOW BOTTOM OF TANK EL-0 6 HIGHEST EXPECTED GROUNDWATER EL.2.1' SUBMERGED DEPTH 2.9 BOTTOM OF TANK EL.-1.1' PROFILE CHAMBER CROSS SECTION SUBMERGED DEPTH 3.2 DIAMOND 1000 TANK EMPTY: NOT TO SCALE TOTAL VOLUME INCL.CONC.TANK WALLS:DRY WEIGHT:12,813 LB DIAMOND 1000 TANK EMPTY W/1.4-FOOT SOIL COVER: TOTAL BUOYANCY FULL SUBMERSION:253 CF X 7.482 GAUCF X 8.34 LB/GAL=15,787 LB TOTAL VOLUME INCL.CONC.TANK WALLS:DRY WEIGHT:12,813 LB TOTAL BUOYANCY DESIGN SUBMERSION(2.9'SUBMERSION DEPTH):15,787 X(32/4.75)=9,638 LB TOTAL BUOYANCY FULL SUBMERSION:253 CF X 7.482 GAUCF X 8.34 LB/GAL=15,787 LB TOTAL BUOYANCY DESIGN SUBMERSION(3.2'SUBMERSION DEPTH):15,787 X(3.2!4.75)=10,635 LB PROVIDE 150%ANTI BUOYANCY: 9,638 LB X 1.5=14,457 LB PROVIDE 150%ANTI BUOYANCY: 10.635 LB X 15=15,953 LB ADDITIONAL CONCRETE REQUIRED: 14,457-12,813=1,644 LB 1150 LBICF=11 CF ADDITIONAL CONCRETE REQUIRED: PROVIDE 11 CF OF CONCRETE 15,953-12,813=3,140 LB 1150 LB/CF=20.9 CF 14,457 LB/9,638 LB=150%>150%SCDHS REQUIREMENT PROVIDE 21 CF OF CONCRETE 15,963 LB 110,635 LB=150%>150%SCDHS REQUIREMENT Y VENT 11/4'0 PVC PERF.PIPE W/1/8'HOLES Q 18'O.C.PERF.HOLES SHALL BE i THE VENT TO BE TERMINATED ALONG PIPE INVERT,PROVIDE GEOGUARD ORIFICE SHIELDS @ 18'O.C. ( �l -,' �- :,��;,�R,,,, I , 2019 THROUGH THE ROOF. ORIFICES TO BE IN THE 12 O CLOCK POSITION WITH EVERY 5TH ORIFICE SEP 9 " WATERTIGHT PLASTIC FRAME&COVER WATERTIGHT PLASTIC FRAME dl COVER CAP INSTALLED IN 6 O'CLOCK POSITION I r 12 MIN. W/APPROVED LOCKING DEVICE TO W/APPROVED LOCKING DEVICE TO VALVE(TYR) (FOR FUTURE EXPANSION) PSD LEACHING SYSTEM DESIGN 6w MIN. WEIGH 60 LBS.MIN.OR SECONDARY WEIGH 60 LBS.MIN.OR SECONDARY MATERIAL OF THE SAME PERMEABILITY AS THE UNDERLYING CALCULATIONS. - y�. `� � SAFETY LIDS/DEVICES TO BE PROVIDED SAFETY LIDS!DEVICES TO BE PROVIDED ORIGINAL SOIL SHALL BE USED AS USEABLE FILL �' TO PSD CARBON FILTER TO PSD 34 LF.INFILTRATOR QUICK4 PLUS STANDARD LOW -3 BEDROOMS w- DEVICE 2'VENT TO VA UNIT PROFILE CHAMBER LEACHING SYSTEM r.n.l."n n.a, PLASTIC VALVE BOX INSTALLED -1-5 MIN.PER INCH PERCOLATION RATE 1., F. 17 FLUSH WITH GRADE F.F.EL.11.43 4X4X1-1i2 TEE PROVIDED VALVE BOX BY SEPTITECH IX MIN. 1:3 SLOPE MAXDE USE 3.0 GPD/`SF LEACHING RATE FOR SHALLOW PRESSURE DRAIN EL 6.0 G EL 6.2 EL.5.6 MEET GRADE FIELD CATEGORY 1 PER TABLE 13. HEALTH DEPARTMENT APPROVAL STAMP ADJUST VALVE TO z EX.GRADE PROVIDE 5'HL MAX.AT INV EL.4.4 `D g EL 4.8 2 3 BEDROOMS X 110 GPD/BEDROOM=330 GPD 8/15/19 SCDHS COMMENTS _ IMI.EL 3.75 DISTAL END o REVISIONS - EL.4.1 (*" 330 GPD/3.0 GPD/SQ.FT=110 SF _ EL.4.0 LICT�I i i nrv. i �_1 114'PVC SCH.40 I �-� `ENDCAP w�V INFILTRATOR WATER TECHNOLOGIES QUICK4 PLUS STANDARD INV.EL.4.4 4"SANITARY WASTE PIPE °D INV.EL 4.4 SWEEP FrMNG ./ 3 SANITARY FORCE MAIN LOW PROFILE CHAMBER LEACHING SYSTEM:(34'TRENCH WIDTH) PITCH 114 INCH PER FOOT INV•EL 3.5 SLOPE FORCE MAIN TOWARDS z UNDERLYING ORIGINAL SOIL TO BE t _O ?ern, .r 110 SF/2.83'WIDTH=38.9 L.F. THIS PROJECT IS A BEST FIT REPLACEMENT + INV.EL 4.0 TREATMENT TANK EXCAVATED TO ACCEPTABLE SP'OR SW 20'(10'MIN.) 5'MIN. 8 (2'MIN.) SOIL WITH A 1-5 MPI PERCOLATION RATE r �+. -•r' AND NO WORK IS PROPOSED IM THE EXISTING "� ' BAFFLE EL.2.1 HIGHEST EXPECTED GROUNDWATER ELEV. USE 2 ROWS 20 L.F.INFILTRATOR QUICK4 PLUS CHAMBER y 4=6" --- 6a- i LEACHING SYSTEM=40 L.F.>38.9 L.F. RESIDENCE. ell / 1 50%EXPANSION: 9 LPOLYLOK 3017-20H6 20" I USE 20 L.F.INFILTRATOR QUICK4 PLUS CHAMBER LEACHING , ROUND SEPTIC VALVE BOX . 12•PEA GRAVEL BASE OR APPROVED EQUAL PROPOSED SHALLOW PRESSURIZED DRAINFIELD SYSTEM=20 L.F.=19.5 L.F. �'( j =-•'� .�a EL.-0.8 ::•i' EL,-1.1 S.C.T.M.: DIST. 1000 SEC. 107 BLK.09 LOT.05 BIOTUBE�EFFLUENT FILTER NOTE: MODEL FTSO444-36V OR ROIADE� c �)� w .. w • • .•..�+. +.�• .-..-. PSD AND TREATMENTF (;R FMFKUNIT TO rr.COVERED PROVIDE 21 CF P...,..,Z& .C. L PET DISCHARGE PUMP FLOATS TO I BY A MAINTENANC Engineering, • ■ ■ P. om J-% w r RESIDENCE �r j •`=j CONCRETE ANCHOR MODEL FDEL FT -3sv OR CONCRETE ANCHOR PROVIDE 32 GALJDOSE MAX.TO PSD 5HN i i HR Y S E P i i C S Y5 i tM P KO r i Lt Plans are prepared by Condon Engineering,P.C. It is a violation of the Scale:AS SHOWN U o n a o n t n g i n ee ri n g, P.lr■ V/-�R R V L L K t�I D t I V V t � MODEL FT0822-146 OD NOT TO SCALE New York State Education Law,Article 145,Section 7209,for any SEE ADDmONAL DETAILS ON SHEET 2) person unless acting under the direction of licensed Professional 3825 WICKHAM AVENUE PRECAST DIAMOND SEPTITECH STAAR.5 ( ) Engineer,Architect,or Land Surveyor,to alter an item in anyway.If an y 1755 Sigsbee Road ST-1000-H10 SEPTIC TANK WASTEWATER TREATMENT SYSTEM g Engineer,Architect,or Surveyor Drawn b :JJC MATTITUCK NY OF item bearing the seal of En ey Mattituek, New York 11952 altered,the altering Engineer,Architect,or Land Surveyor shall affix to the item his/her seal and the notation'Altered by'followed by his/her Date:8/1/2019 (631)298-1986 (631)298-2651 fax jUk �r�re a .he „f such 1•...-4..-_ and a _:�o ��;G. www.condonengineering.com thea ra"I , u „ sl,�l�,l,a lam,�,l o �:,a,l .,�,.I 1p. bANI I AKY FLAN the alteration. i I Revisions Date 115 VAC Description of Change 24 VDC 230 VAC W/Neutral Control Panel 07,V7117ont oryrrarrre��a , CmlPower Ckout-15 I I i Revisions 0 230VAC Pump Date Description of Change[, t,D7n5 prfgyrarrgpmp pqG NV OC t Ckeul opron o CLI 1 [•f zlvoc . N (+I (-) t1 L2 N ,� Ft - '� FSf 2 High Lknihnput +e0 Currant !�'��■ IA e CB1 CR2 31 31 �P y 'g � 101 131 161 �_ //t &; �•t{ .°" .E"w" � FS2 3 ,C1 Low Lbnl kgwt Lt 8A 3G P��ubtiwr 132 tee O ✓ t OPT70NAt Reclrcubtion uk t'� ® -A•.§ f A i/'� I A I r / A AAA P01A191^-v �� PBi ,•t - ,03 INTERFACE 133 X2 163 FCurrenteedback aeaaalr —, ry m. - S 11 V V�.E L ll V C �JI H�7 RH I VI Reset PushbWorr + '" ry 5 ^Xy pump Correll lI4rit 115+w +34 CSi 5 © ReekcubtfonPump +84 CB2 R3 33 33 Return VOLT VERSION auo PE Faedw�k L2 5 A �_ ® ® CB 1 CB2 CB3 ``�' �` L N N N 3 3 3 3 + + 2 3 3 U U Low Level Fbat Switch 165 _ 13s CS2 6 fes fAcl FA - N X4 Retum Pump o � -L- 1 1 3 5 7 9 (While) +oe tis Feedback ran Return Pump I- l- ® ® ® ® — — Y03 COM YS COM + ' 6 X4 Discharge J-BOX#1 1 f-� CS3 7 I-7I X5 UVlnput 'ar ILJ (Uptronag ror Primo Current Feedback Tial UC(•3SJIIIC�• CB3 CR4 35 35 J"n 3 BLK n 10e 13B � Spans Input fee L1 34 O P3 Dacharge CR40 CR30 CR-20 CR-10 Pa""' Zqptibnal 37 31 + yV/.(T FS2 Low Leve/Float High Level Float +0s 13s '� L2 36 Switch Switch X7 Spare frrlul 8 A + (yellow) „o +a XCAM ,m #16/2 SO (White) + L2 38 L1 „+ CRI ,1,(1 O +71 WHT FS1 Yo t� ,n n Abp y„ + High Level Float sw °u, Heats (yelYeBo Control 112 Y1 11 AuroS CR2 142 I 1n (Optionag 2 2 BLK U wJ 115 VAC --� PE 12 Recircubbbrr GND Power Discharge Pump 113 1 Pump Output 143 Ll 115VAC Pump CfmrlOption N +73 nAao = 115V P1 Current 115 VAC (Clear) 11+ Y2 13 AuroS CR3 r44 CB1 Curml 31 31 171 L2 F4 39 Ulna Wow 35 35 RED 30 RecucubGxl 15 Amp 14 Refum Sterilizer [� StAAR 11s 1 Pum 145 8A Pump r>s �4A H `1T (Optiorrag NW14T P3 Discharge Pump I UI%VerFeed Out d 115V Control Panel 1fe 15u oSCR4 148 Pump ubEonr L< ( ) i VJ 5 N GND GRN Clear Pump 1 A 16 Dacherga + 0 5 Current � #16/3 SO Power Return Pump 117 "Am output 17 Cu rent P2 Feedback 1n 33 33 RED O -BARRIER TERMINAL Return Pump 15 V 115 V (Black) 11e 17 Auto-0bbr 14e CB2 32 3 33 Retum Pump 11e GND GRN (Black) 20 Y4 (optoOutpu5A User Supplied Power 115 VAC (°ptiorraq #16/3 so Amp +s 16 CRI to '� O is 31 31 RED m YS 1911*1� A Alam Lenin Return Pump Control Power f50 + ' ' 6 X4 Discharge ran 115 VAC @ 5 Amps 12AWLi N N WHT P1 121 ALMI 151 P3 cum ,at Pump Power Options GND GND GRN 115 V 20 Audibb CB3 a 5 35 Feedback WG GRN (Red) CLI Alarm Dachame ❑ 115 VAC @_Amps V� Recincutate Pump 34 0. 115 v 122 152Pump 182 ❑ 230 VAC @_Amps WMeutral #1s/J so Optional Accessories i•Conduit +n � Optional 36 Modem 153 L1 N 2A MOdem 8A 183 ❑ Heater Li N 1zs — I +54 F3 38 Ll --1 las = — Ultraviolet Sterilization +� 4A ❑ Auto-Dialer Control Pump NOTES 1)All ging to the tank should be minimum CL, N (oa�g '� ❑ Modem Power Power #14 AWG THHN or TFFN unless otherwise DES.BY: PRG OR.BY: PRG CK.BY: PRG DES.BY: SPF DR.BY: SPF CK.BY: SPF NOTES: '� 15fi GND 1� noted. DES.BY: PRG DR.BY: PRG CK.BY: PRG STAAR 0-5 0.75 1.0 STAAR 115 VAC 115 VAC 1)All Wiring to the tank should be minimum 115 VOLT Revisions 157 Current far 15 Amp 20 Amp INSTALL STAAR 0.5 0.75 1.0 #14 AWG THHN or TFFN unless otherwise Date Description of Change Initials a r 1 � 03/03/2010 Initial Release of Panasonic Universal SPF Sterilizer 1 O +5e `� 39 al2Viobt ,ea 115 VOLT nolo;. vnTG: G7-Gr-wTl viiv.: UR4005507 - D A-r+-. our.". n A�r. fiw.: 0;iW2010 D WIRES THROUGH CURRENT SENSOR JSC 4 A e re (Opthnag L M 1 L. GJ-JG—ZG 1 G v r.v.. vnvw$aG i v1 SCALE: NTS SHEET: 1 /eB SCALE NTS SHEET• 1 Power Feed u.r.1L vi-vo-2v"15 Tse 7 t)n4Gvi;sv7 iLc 03/30)2010 Switched Wines Through 230V Current SPF '� I SCALE: NTS SHEET: 1 7111412015 a ed component images PRG L1 N Notes: * All wiring and equipment are to be be provided and installed by the Electrical contractor(EC)in accordance with the National Electric Code(NEC)and Local Electrical Codes. MAIN ELEC ` The EC will file all necessary forms and pay all fees for the PAnicl elartriral work shown on these drawings Th.nnntrarfor will 15 AMP BREAKER 20 AMP BREAKER arrange for all inspections and secure a Fire Underwriters certificate (CONTROL POWER) (PUMP POWER) which is to be turned over to the owner at the completion of the work. *All foundation penetrations for entry of directly,buried feeders are to be equipped with galvanized steel sleeves. RMC is to be used at all other foundation and floor penetrations 12 AWG OF WIRE IN 12 AWG OF WIRE IN *Furnish and install new service equipment and circuit breakers as 3/4"PVC SCH 80 3/4'PVC SCH 80 shown in these drawings. All panels and breakers are to be CONDUIT CONDUIT labeled. The electric panels are to be installed and grounded in accordance with the NEC and Local Electric Codes. 10 All switch and outlet boxes,junction boxes,and pull boxes installed on the exterior are to be galvanized sleet and rated for exterior rise EXT ERIOR RATED JUNCTION BOX BELOW GRADE IN A StAAR CONTROL *All exterior outlets are lobe housed in weatherproof enclosures. pogo po SPRINKLER BOX PANEL ELECTRIC RISER DIAGRAM RE« 5=4" —RE dRC 1.5" PUMP—BACK m d 11 PLAN VIEW 10-8" r 1 tom. r 12 ad 6- 13 6 Media Bags(Large)15 CUFT I'r�'`� •! i,r 8 12 2 FRALO Plastic Riser and Lid �) [� SEP 9 L x1019 y r ;�f 11 1 Air Intake A&mtn -� 10 2 Wall Insert Assembly ! INLETPoe 4" GRAVITY INLET PIP EFFLUENT 8 1 Pumpa FlENTVE LTm 8 1 Pump Back Shand [� *' _-.- OUTLET 7 1 Recirculation Pump,TSurunvWPU215S HEALTH DEPARTMENT APPROVAL STAMP FROM HOME 4"INLETPiPE I 6 1 Spray Header Assembly Tw 6 13 i 5 1 Pump Back Pump Assembly,Goulds LSP03 PROVIDED 4X4x1.5 TEE T / �� �//\�� 4 BY SEPTiTECH 4 1 pray header Support Sb-ucltre 3 1 Support Strmftre - L 7 Disuirar e" - run iAasCrnui vwitia' I r. J I V3' IAn4-J 1 1 1000 Gat.Concrete Tank 6" I ITEM QTY. DESCRIPTION 53 0" DES.BY: JSC PLAN VIEW 2-COMP PRIMARY SEPTIC TANK DR.BY: JSC C 7ED_ i11 ACCOJ7f�la�t(`;1= 1/1/1 10CA.I COnEc u CK.BY: DR REVISIONS ,.1 1 .� ".ATN. A_,. � ,. 2 (PROVIDED BY OTHERS) , `1 PROJECT NO. : NR INTAKE SNORKEL (PROVIDED BY SEIMTECH) ? O fir` � o a STAAR(TM) 0.5 CONCRETE N j TANK LAYOUT PROFILE VIEW W I=. DATE: 07/2008 DWG. NO.: _ Ca : S ,. TA!F• 1/2-=j'-0- RFV• DES.BY. JSC DR.BY: JSC S.C.T.M.: DIST. 1000 SEC. 107 BILK.09 LOT.05 'S pPR TEs` _ CK.BY- DR YKVJELI NO.: Uonaon Engineering P.C. CARROLL RESIDENCE t� Plans are prepared by Condon Engineering,P.C. It is a violation of the Scale:AS SHOWN STAAR(TM) 0.50 CONCRETE New York Siete Education Law,Article 145,Section 7209,for any , INSTALLATION SCHEMATIC person unless acting under the direction of a licensed Professional 3825 WICKHAM AVENUE Engineer,Architect,or Land Surveyor,to alter any item in any way.Ifan Drawn by:JJC 1755 Sigsbee Road p DATE: 07/2008 DWG- NO.: item bearing the seal of an Engineer,Architect,or Land Surveyor is MattittJek, New York 11952 MATTITUCK, NY OF SCALE: 1/2' = 1'-0' REV.: altered,the altering Engineer,Architect,or Land Surveyor shall affix to the item his/her seal and the notation'Altered by'followed by his/her Date:8/1/2019 (631)298-1986 (631)298-2651 fax signature alu'fire dais of such Sitereuvn5,aid afeGifiG desuipuvn�; the alteration. www.condonengineering.eom SANITARY PLAN