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HomeMy WebLinkAbout1000-26.-1-15.1 OFFICE LOCATION: �O��OF SU(/1-01 MAILING ADDRESS: Town Hall Annex P.O. Box 1179 54375 State Route 25 Southold, NY 11971 (cor. Main Rd. &Youngs Ave.) � � �p� Telephone: 631 765-1938 Southold, NY 11971 O Fax: 631 765-3136 �yCoUNTY,� 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: December 9, 2019 Re: LWRP Coastal Consistency Review JOHN B. HENRY REVOCABLE TRUST SCTM# 1000-26-1-15.1 Condon Engineering, P.C. on behalf of JOHN B. HENRY REVOCABLE TRUST requests a Wetland Permit to replace existing cesspool with a new I/A sewage disposal system; S.C.D.H.S. is considering this project a "best sanitary upgrade only." Located: 2360 Village Lane, Orient. SCTM# 1000-26-1-15.1 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. 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 Town of Southold RECEIVED I--- ----- LWRP CONSISTENCY ASSESSMENT FORM NOV 2 2 2019 Southold Town A. INSTRUCTIONS Planning Board L 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 ficant 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 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# _ - l - - /S-, j PROJECT NAME 3—O AJ & 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 ❑ construction,planning activity,agency regulation,land transaction) ❑ (b) Financial assistance(e.g. grant,loan,subsidy) (c) Permit,approval,license,certification: Nature and extent of action: A—CE EY C'�SSPonf 6-f FN a Location of action: 2'j�t3 11I�-1466 L�9N � 6�J��T "VZ Site acreage: 0 1)©3 Y1 Present land use: S/ fAh� �- SIDS uC Present zoning classification: le Y 1 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: (c) Telephone number: Area Code (d) Application number,if any: Will the action be directly undertaken,require funding, or approval by a state or federal agency? Yes El No[] If yes,which state or federal agency? �TG�►IVIOS 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 T��� �Southold preserves open space,makes efficient use of mfr� � aebenefic al use of a co sta loct'on,that enhances community and minimizes adverse effects of development. See LVVW Section]][I—Policies;Page 2 for evaluation criteria. ❑✓ Yes ❑ No ❑ Not Applicable S �2o EG i w!L[r ieew:?G"6 N i T�e D h rzg. OR 1 L4,- Attach additional sheets if necessary Polic 2. Protect and preserve historic and archaeological resources of the Town of Southold. See y LMP Section III—Policies Pages 3 through 6 for evaluation crater ❑ Yes ❑ No 12"Not Applicable "C'94120 6 G/C,41, 12-4-5611112-CAS ,ru )41—= 7aw.J O- Attach additional sheets if necessary Policy 3. Enhance visual quality and protect scenic resources throughout the Town of Southold. See LWRP Section IIT—Policies Pages 6 through 7 for evaluation criteria RfYes ❑ No ❑ Not Applicable lo Ai Attach additional sheets if necessary NATURAL COAST POLICIES Policy 4. Minimize loss of life, structures, and natural resources from flooding and erosion. See LWR.P Section III—Policies Pages 8 through 16 for evaluation criteria ❑ yes ❑ No ffNot Applicable w� A dv�G 1 v� q Attach additional sheets if necessary Policy S. Protect and improve water quality and supply in the Town of w5�outho�See LWRP Section III Policies Pages 16 through 21 for evaluation criteria 2rYes❑ No ❑Not Applicable osystems including Attach function additional sheets if necessary Section III—policies;Pages-22 Policy 6• Protect and restore the quality and wtih own of Southold ec tlandsSee nt Coastal Fish and y�ildlife throag Habitats and Signer h 32 for evaluation criteria. I Ye$ No Not Applicable IS &0 --C �- w E oct,.,J �CaS STe�S 4; Q.EQ�C1�C� a,);M619 N` ��,M Tl� ���TIC i { fl Attach additional sheets if necessary Policy 7. Protect and improve air quality in the Town of Southold. Se LV'RP Section HI — Policies Pages 32 through 34 for evaluation criteria. Yes No (Not Applicable uhf PnJ�� l'�/4S neo n,FGAr�J/� c../N II - II - I Attach additional sheets if necessary Policy 8. Minimize environmental degradation in Town of Southoldfrio solid waste and hazardous substances and wastes. See LMW Section 1H—Policies; Pages 34 through 38 for evaluation criteria. ❑ Yes ❑ No ffNot Applicable - --------------- r.. I { - I { { I PUBLIC COAST POLICIES public access to, and recreational use of, coastal Policy 9. Provide for p of raters, public lands, and public resources of the Town of Southold. See LWRP Section III—Policies; Pag 38 through 46 for evaluation criteria. , ❑ Yel—I No Not Applicable 7Pf P2Grecf © A JA6 u6_ lT.- ��g�/G i9CC<st CvfIST.9L IA) s i,� 771 Tow.v oc S�vTN+�Z- l _ I - II - 1 Attach additional sheets if necessary I WORE ING COAST POLICIES Policy 10. Protect Southold's water-dependent uses and promote siting of new water-dependent uses in suitable locations. See LVVRP Section III—Policies; Pages 47 through 56 for evaluation criteria. [�fYes ❑ No ❑ Not Applicable b} i2eG 7 Fc r P2o TFc-T t eiiz o ruvWYs IV.a V5v- /rh p/do Lj/,>i W9 Tr?Z G2->4[.l Tfl 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 LVVRP Section III—Policies; Pages 57 through 62 for evaluation criteria. st u Yes ❑ No ❑ Not Applicable 77/,,S L ✓?�-yE J ,12�Sa��C�S ►�Y 1/1��Q�,Lzv_/�.( 1���-��/L Q�AU TsC. Attach additional sheets if necessary Policy 12. Protect agricultural lands in the Town of Southold. See LVVRP Section In—Policies; Pages 62 through 65 for evaluation criteria. ❑ Yes ❑ No�1 Not Applicable D4rC EI&3:r C-T 14S Nv PJ CC-A radE ),A,,PAt,T s Attach additional sheets if necessary Policy 13. Promote appropriate use and development of energy and mineral resources. See LVVRP Section III—Policies; P ges 65 through 68 for evaluation criteria. ❑ Yes ❑ No M Not Applicable t7/1,s I,'4-:5Cr-C-7 rl���is' � o /1VC-CAnL,F 44.Ma�F i� GAtg:2- l V �- /Ay��4� �[/v rc-(..� S �•L /Ftp- /vt.�/1J Q!"'" S CEJ�� PREPARED BY TITLEDATE �/ 7 a 4 7 _ 'z �n ' 3 tan Gc ,OW SZ yLIS) 0 • f 1�' '4 2 14A 13 10, '4A 12-2 ='J4nn - 12.1 2 29 4p x 'V 233D7 12 0 40 414 Z 391s Qe H. N 'I GA ' IA(C) 4i,Pq­ - , IE -5 3912 10 X- � 2"1 4 423 n 14- I.8A 6]A 3916 6 IRA DR. n 5 45 _Z' 391, 7 SNO a 16A40 -e ty j 30 I-WQ 224 t 23 3 2 ` ?s 9 771 3.3A4C) C2 ......P- ~',Y".:n,.„-'fin `;15 `-t" '.`-t'+r.:- - ro r .F'^ i - - '). :Y.,.,, ?:+ - - '\® _wra ,� 12 no -J _��V 150) 117 1 "' "®"" °"'°`" -mO ^ �„ F " COUNTY OF SUFFOLK N NOTICE K — taooi -t: SEC71 NO E Ja L:17 ------- —11 SOUTHOLD 026 JW��D_ja_�AA Nr Rol. N MA cm a (21) p Real Property Semce Agency W# y 0 i \tN \ l G � / o \ \\ r•, !<i \ b 4 \ (n G) 1 \ G� VQ ICA KING Esspp00 O wE�\• OG qya X60 \ \ CESSPOOL— pR�JPS slo, 0 CESSPOOL 1 s Lrl \ �rn''\ a• 1 ` OQ DC- X-6-2 J �N � �s. �2 ° 93 6 \ b 9 c \S\6 �'� \-�• X �p C L-2mon, N� 5 \ ��0 J OGKP�L y o O� o/ d \o• d \\ 0 \ \ \ x 5 \ ma�'Gtl1��A !i N y UlLnyob\ W �� " �� 6$ - ,I � •' U1 'P��'f^ \ O N�•0 Cly� L • E 2 � !i 7 !�?�,G2 — S• r �P.\� /6$ `=oOG rG,oO .• a �' ���L j" � ti9 \ \�. SN any OF\ •4 \ c„� ,77 ll (51. F T7a,s \ PyyFO \ \ 68 G —56X N.1 N�% =2� \ 00200 \ 1 HN xExENgY � S �L TQ 0 o. Henry Residence-2360 Village Lane, Orient, NY Picture #1 Picture #2 i"1f•� w^ �.� `'''� •ire*' . h 7 `Z c: Picture #5 b k- •..t.�'Y.sx.]r Picture #6 �ve N TEST HOLE DATA (TEST HOLE DUG BY McDONALD GEOSCIENCE ON FEBRUARY 8, 2002) „ E Notes: ELEV. 6.5 0' VIZI ` All wiring and equipment are to be be provided and installed by the Electrical contractor(EC)in accordance with s the National Electric Code(NEC)and Local Electrical Codes. \ MIXED SAND & LOAM ' The EC will file all necessary forms and pay all fees for the electrical work shown on these drawings.The � 3 contractor will arrange for all inspections and secure a Fire Underwriters certificate which is to be turned over to ` 2' the owner at the completion of the work. \ CESSPOOL1 BROWN SANDY CLAY CL PROJECT ELEV. 3.9 ' All foundation penetrations for entry of direct buried feeders are to be equipped with galvanized steel sleeves. 2.6' Pe rY h eq pP 9 ` i CESSPOOL- /" LOCATION RMC is to be used at all other foundation and floor penetrations. WATER IN BROWN SANDY CLAY CL ALL 'Furnish and install new service equipment and circuit breakers as shown in these drawings.All panels and breakers are to be labeled. The electric panels are to be installed and grounded in accordance with the NEC and Local Electric Codes. 4' ORIENT HARBOR /r' `All switch and outlet boxes,junction boxes,and pull boxes installed on the exterior are 10 be galvanized steel ` \ o / and rated for exterior use. \ All exterior outlets are to be housed in weather proof enclosures. � /'- WATER IN BROWN CLAYEY LOCATION MAP SAND WITH 20% GRAVEL SC / 1"=600' EX. CESSPOOL'� GENERAL NOTES ELEC PANEL CESSPOOL_/ r 1 \` / �v� WATER IN BROWN FINE TO COARSE SAND WITH 20% GRAVEL SW 1. ALL MATERIALS AND METHODS OF CONSTRUCTION SHALL CONFORM TO THE STANDARDS 13, AND SPECIFICATIONS OF THE LOCAL TOWN OR VILLAGE AND THE SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES AS REQUIRED. / 2. TOPOGRAPHIC SURVEY BY JOSEPH A.INGEGNO LAND SURVEYOR DATED 9/16/2003 BOX BELOW GARDE IN A 20 AMP BREAKER EXTERIOR RATED JUNCTION \ � �/ �.-'� VERTICAL DATUM IS N.G.V.D.29. �� SPRINKLER BOX `NG °oil / �`` / 3. THE CONTRACTOR SHALL FIELD VERIFY THE LOCATION AND DEPTH OF ALL UTILITIES PRIOR TO THE COMMENCEMENT OF WORK. THE CONTRACTOR IS ADVISED ALL SUBSURFACE 12 AWG OF WIRE IN �*EV� x c� \ p(•WELL - /r' INFORMATION SHOWN ON THESE PLANS IS CONCEPTUAL AND MUST BE CONFORMED 3/4'PVC SCH 80 oF�s\�wE / \ '� ACCORDINGLY IN THE FIELD. CONDUIT / ' 4. A MINIMUM SEPARATION OF TEN(10)FEET HORIZONTAL AND EIGHTEEN(18)INCHES r < \ \ VERTICAL IS TO BE MAINTAINED BETWEEN WATER LINES,STORM DRAINAGE AND/OR / PLC CONTROL PANEL <y `� \ E)(, AVER \ SANITARY LINES OR STRUCTURES. c, �-W/HP80 COMPRESSOR AIR PUMP / \ 4 C� o\ DR AY `` 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SECURING ALL NECESSARY PERMITS BEFORE COMMENCING WORK. ELECTRIC RISER DIAGRAM CA x�N� SSP° 1 $� ERt �� cE 1•� o 0 6 . `� cessPooL - / 1 6. ALL UNSUITABLE MATERIAL AND DEBRIS SHALL BE DISPOSED OF IN ACCORDANCE WITH NOT TO SCALE '0'o,�'+'F"� '-'Gs °`' x� � � �I �Na S of ?`" TOWN,COUNTY,STATE AND FEDERAL LAWS,CODES AND ORDINANCES.CONTRACTOR �6`M o oc ZR�,E aEcc ° y o SHALL BE RESPONSIBLE FOR DISPOSING OF ALL UNSUITABLE MATERIALS OFFSITE. DEBRIS CESSPOOL�__ / \iN� E 6 y7 \ `�' \ e , ` �•, _ yF SHALL NOT BE BURIED ON-SITE. p0 ��p0 ov x cf y ,\ . I `` Vic, 7. ALL PRECAST STRUCTURES SHALL INCLUDE SUFFICIENT STEEL REINFORCEMENT FOR FINISHED GRADE 6 51 �� '''O 4 0 ,o e y o ��•a TEMPERATURE AND SHRINKAGE,TRANSPORT,AND TO ALLOW THE STRUCTURE TO s WITHSTAND AASH WN ON THE PLANS. w 6 s 2 s.z 6 2 9 s wEu e,, TO H-20 LOADING AT THE COVER CONDITIONS SHO I �y- rs.n:-1 i....!':/.:. i�.Y.a... ,<:.-.. ._N. .. . .:. .�•'.�i�.�=to-. ... ..°....,:fw' \ E �� \'- X �O T .5-fPROPOSED ° �s \' `` 8. ALL PRECAST STRUCTURES SHALL BE MANUFACTURED WITH 4000 PSI/28 DAY STRENGTH Z a v+pOo. ` 2z5 � � p � ,I �, a� /. 1 12'SCH.40 PVC PERFORATED DISTRIBUTION PIPE \ S�QeoR C c 6.z PZ. . o a CONCRETE.HYDROACTION GEOMATCORE � �^ o`+� ° � `� AN-500C VA OWTS X _/ \ a� \�o I \ 9. SANITARY PIPE TO BE SDR-35 PVC OR AS SPECIFIED ON PLANS. E GEOGUARD ORIFICE SHIELD \ \ `ON >' \ e a /' GEOTE)ML.E FABRIC 1:3 SLOPE MAX TO MEET EX. x_ o s0-` 17g �- f �'' 10. DURING CONSTRUCTION,EROSION AND SEDIMENT CONTROL MEASURES TO BE UTILIZED AS � 3'MIN. GRADE OR RETAINING WALL 'L EX.GAS SERVICE /" NECESSARY TO PREVENT THE TRANSPORT OF SEDIMENT TO OFFSITE AREAS,PONDS, 20 N z ° G DRAINAGE INLETS,ETC. THE METHODS AND MATERIALS EMPLOYED IN THE INSTALLATION v' \ mss'�' C.O. o `. ` - AND MAINTENANCE OF EROSION CONTROL MEASURES SHALL CONFORM TO"THE NEW o z YORK GUIDELINES FOR EROSION AND SEDIMENT CONTROL'. �s Q� vA C \ \ o0 oZ\ h Z �� 5 f+IM. yn \ G v e\' ` /� 39' 9PFyF N$ A �" ^ •'' P OPOSED /"' 11. ALL BACKFILL SHALL BE SELECT GRANULAR MATERIAL COMPACTED TO 95%MAXIMUM 6• 6' 6' 6' 'THE GEOMAT SYSTEM SHALL BE PLACED IN o n 4'r s 37,lT� ti�vl \ mac^op o m 4.0 F \ �^Z4' y 2 � .o. , s_e �- G Cp NORWECO DUP / - �' ACCEPTABLE LEACHING SOILS WITH CLEAN PROPOSED VENT TO BE Ly cyc �~ =x c 0 22. s x\rn PUMP STATION ` �� DENSITY AT THE OPTIMUM MOISTURE CONTENT,AS DETERMINED BY STANDARD PROCTOR 12'WASHED CONCRETE SAND SAND AND GRAVEL('SP'OR BETTER)WITH A 9s F of "o O' \ /" TEST. TERMINATED THROUGH ROOF WITH FP n 6 H ELECTRIC LINE TO BE f 1-5 MPI PERCOLATION RATE. IN THE EVENT x9 no 1�1 \ x - ° �,. PLACED IN CONDUIT �� ' s POOR LEACHING MATERIAL IS ENCOUNTERED, A CHARCOAL FILTER s� �,-' - e s o m 4 0 a A o 12. TOTAL LOT AREA AREA=4,522.36 S.F. EXCAVATION IS TO BE CONTINUED TO 6'NYDOH WASHED CONCRETE SAND Z - 'F SUITABLE MATERIAL AND BACKFILLED AS9p sP cE FE PROPOSED HYDRO-ACTION CONTROL v' �i.- �a \ � ,. �� v+ 0 DETAILED. PANEL AND AIR PUMP ON A 36"X 36"X j' `NATIVE SOIL AND/OR SPECIFIED FILL 'SP'ORU' V3 o� BETTER SOIL WITH 1-5 MPI PERCOLATION RATE 6"P.C.SLAB WITH 6X6 W1 AXW1.4 WWM 16', \ e a N°SAN s 6� �\ oN P �� cE EXISTING SANITARY SYSTEM TO BE PUMPED N DRY AND ABANDONED OR REMOVED IN o ACCORDANCE WITH THE SCDHS STANDARDS `' GEOMAT LEACHING SYSTEM CROSS SECTION -5.6xN-�,�N2� ,+ HAY SILT NCE I E LINE o NOT TO SCALE l� 2 p0 PROPOSED 23 LF.GEOMAT O BA 3,900 GRAVELESS GEOTEXTILE S 6 F Y �� N SAND FILTER TRENCH KN xgxENRY � �� ET J SARA�\NG i NS ^_ J FF O`II �J _ _ -- I/A UNIT BUOYANCY CALCULATIONS: �__--- HIGHEST EXPECTED GROUNDWATER ELEV. = 3.9 BOTTOM OF I/A UNIT ELEV. =-0.87 TOTAL BUOYANT FORCE: o 49.15 SFX(1.5-(0.87))X 62.4 PCF=-14,629# SITE PLAN g RESIST FORCE(WEIGHT OF I/A UNIT)=16,350# SCALE:1'=2(Y 0 +16,350#>-14,629# NO BALLAST IS REQUIRED. CESSPOOL \ REMOTE PLC CONTROL PANEL PUMP STATION BUOYANCY CALCULATIONS: 36'X 36'X 6•P.C.SLAB W/HP80 COMPRESSOR APPROVED BY WITH 6X6 W1.4XW1.4 WWM HIGHEST EXPECTED GROUNDWATER ELEV. =3.9 _ _ _a BOARD OF TRUSTEES BOTTOM OF I/A UNIT ELEV. 1.6 ° ° a ALL ELECTRIC TO BE PLACED= TOTAL BUOYANT FORCE: CONTROL PANEL &AIR PUMP ELEVATION IN SCH.80 PVC CONDUIT TOWN OF SOUTHOtD 6.94 SF X(3.9-1.6)X 62.4 PCF=-996# DATE RESIST FORCE BALLAST REQUIRED: 996# /150 PCF=6.6 CF X 1.5=9.96 CF PSD LEACHING SYSTEM DESIGN - -- ----- -- - PROVIDE 10 CF OF BALLAST. CALCULATIONS: -2 BEDROOMS -1-5 MIN.PER INCH PERCOLATION RATE 2'VENT 1114'0 PVC PERF.PIPE W13/16'HOLES Q 18'O.C. USE 3.0 GPD/SF LEACHING RATE FOR SHALLOW PRESSURE DRAIN HEALTH DEPARTMENT APPROVAL STAMP THE VENT TO BE TERMINATED PERF.HOLES SHALL BE ALONG PIPE INVERT. FIELD CATEGORY 1 PER TABLE 13. THROUGH THE ROOF. PROVIDE GEOGUARD ORIFICE SHIELDS @ 18'O.C. 12'MIN: ORIFICES TO BE IN THE 12 O'CLOCK POSITION 2 BEDROOMS X 110 GPDBEDROOM=220 GPD WITH EVERY 5TH ORIFICE INSTALLED IN 6 6'MIN. WATERTIGHT PLASTIC FRAME&COVER WI APPROVED O'CLOCK POSITION 220 GPD 13.0 GPD/SQ.FT=73.3 SF LOCKING DEVICE TO WEIGH 60 LBS.MIN.OR CARBON FILTER SECONDARY SAFETY LIDS!DEVICES TO BE PROVIDED MATERIAL OF THE SAME PERMEABILITY ELJEN LEACHING SYSTEM: 39'TRENCH WIDTH) -�' DEVICE WATERTIGHT PLASTIC FRAME&COVER W/APPROVED AS THE UNDERLYING ORIGINAL SOIL 73.3 SF/3.3'WIDTH=22.6 L F. LOCKING DEVICE TO WEIGH 60 LBS.MIN.OR SHALT.BE USED AS USEABLE FILL SECONDARY SAFETY LIDS/DEVICES TO BE PROVIDED 23 L.F.GEOMAT 3900 USE 1 ROW 23 L.F.GEOMAT 3900 GRAVELESS GEOTEXTILE SAND 9/13/19 SCDHS COMMENTS CLEANOUT 2'VENT TO VA UNIT VELESS GEOTEXTLLE 1:3 SLOPE MAX TO FILTER TRENCH=23 L.F.>22.6 L.F. F.F.EL.7.0 SAND FILTER TRENCH MEET EX.GRADE NOV 4 2019 REVISIONS [L. .6 EL.6.6 EL 6.6 3'MIN. 50%EXPANSION: EL.7.0 USE 1 ROW 11.3 L.F.GEOMAT 3900 GRAVELESS GEOTEXTILE SAND I QF t � INV.EL.5.3SLOPE BACK TO INV.EL.5.0 ? 1' GEOTEXTILE FABRIC FILTER TRENCH =12 L.F.>11.3 L.F. / Q. ,�� ° ,•� AL INV EL.5.4 PUMP STATION THERE IS NO ROOM TO PROVIDE 50%EXPANSION. INV.EL.5.5 INV.EL 5.4 INV.EL.6.0 12"WASHED CONCRETE SAND . a; 4'SANITARY WASTE PIPE 4' 6. PVC WASTE LINE r f PITCH 114 INCH PER FOOT PITCH 118 INCH PER IM/.EL 5.0 1117 HDPE SANITARY Plans are prepared by Condon Engineering,P.C. It is a violation of the New York State Education 6'NYDOH WASHED CONCRETE SAND FOOT FORCE MAIN Law Article 145,Section 7209 for any person unless acting under the direction of a licensed ------------------------- -- --- - --- - -- -------------- --- -- ----------------_ Professional Engineer,Architect,orLand Surveyor,to alter an item in an way. an itembearin EL.3.9 HIGHEST EXPECTED- GROUNDWATER--ELE / 9 , EL.-0BT------ 6•-; - Y Y Y Y 9 ,�i'r 2.7'(5-MIN.) '., EL.1.6 the seal of an Engineer,Architect,or Land Surveyor is altered,the altering Engineer,Architect,or fir. P POSED HYDRO ACTION 2'MIN.(5� ,' •` ..° BACKFILL WITH CLEAN SAND Land Surveyor shall affix to the item his/her seal and the notation'Altered by'followed by his/her AN-6M=VA OWTS AND GRAVEL('SP"OR signature and the date of such alterations,and a specific description of the alteration. S.C.T.M.: DIST. 1000 SEC.26 BLK. 1 LOT.15.1 4'0 SANITARY BETTER)WITH a 15 MPI PROVIDE 10 CF CONIC.BALLAST PERCOLATION RATE SEWER MANHOLE 2-NORNECO MODEL:HB105 EFFLUENT PUMPS Scale:AS SHOWN Condon Engineering, P.C. HENRY RESIDENCE HYDRO-ACTION AN-500C DETAIL PROPOSED NORWECO EL.-0.5 UNDERLYING ORIGINAL 1755 Si sbee Road 2360 VILLAGE LANE FUJI CLEAN TREATMENT SYSTEM DUPLEX PUMP STA. �-'SP'SOIL"MPl Drawn by:JJC 9 ORIENT, NY OF GEOMAT GRAVELESS GEOTEXTILE Mattituck, New York 11952 PERCOLATION RATE SAND FILTER TRENCH NOTE: Date:7/1/2019 (631)298-1986(631)298-2651 fax SANITARY SEPTIC SYSTEM PROFILE PSD AND TREATMENT UNIT TO BE COVERED www.condonen Ineerin Com SANITARY PLAN NOT TO SCALE BY A MAINTENANCE AGREEMENT. SANITARY 9' M / \ \ GENERAL NOTES: N D (D DEPTH OF THE PUMP STATION INLET INVERT IS ADJUSTABLE FROM 28 TO 34 -1 0 ° • • A �'° A INCHES BELOW GRADE WHEN USING A -1 a /� C STANDARD 4"DIAMETER EFFLUENT LINE. Z Z 6 Inlet / Outlet oa ® DEPTH OF THE PUMP STATION OUTLET INVERT IS ADJUSTABLE FROM 5 TO 9 ;1 MINCHES OR FROM 26 TO 34 INCHES BELOW � 0 - �,• GRADE WHEN USING A STANDARD 1y" 3: ° NIGG:""��� DIAMETER EFFLUENT DISCHARGE. M Z ° `\ ° BASIN RISER Z 0 \ '� (SEE NOTE 4) FINISHED GRADE MUST BE "'i 0 \ ` = � / ® DRIP L P OF THE ACCESS COVER.AINEDAT LEAST 3 INCHES BELOW THE MOISTURE SAFETY/SERVICE 3 HEAVY DUTY Z \ / GUARD ACCESS COVER ®ON DEEPER INSTALLATIONS,RISERS MUST PLAN VIEW v Z BE USED TO EXTEND THE MOUNTING M v COMPRESSION MOISTURE CASTING TO GRADE. N O CLAMP DRIP LIP 0 WHEN ADDITIONAL HOLDING CAPACITY IS V REQUIRED,RING z SECTIONS ADDED TO INCREASE THE DEPTH OF THE Z m REMOTE PLC CONTROL PANEL PLC CONTROL PANEL WITH AIR PUMP. _11 MAY BE MOUNTED ON UNIT HS 20 LOAD RATED BOLTED w HPao WATERTIGHT F MAIN B • PUMP BASI 05 WIN. JUNCTION BOX ® DIMENSIONS SHOWN ARE BASED ON A CAST IRON COVER. STANDARD PUMP BASIN.SEGMENTED OR REMOTELY. ®/\®/\�/ /\�/\�/�� m Z MAXIMUM OF 3'OF EXTENSION ® ® � � BASINS AND BASINS CONTAINING RINGS 0 COLLARS MAY BE USED TO 0 BRING CASTING TO GRADE. �j®\� ® OR RISERS WILL REQUIRE ADJUSTMENT. M m A I(WE)HEREBY PROJECT ENGINEER'S APPROVAL: CERT FY THAT THIS ;U N DRAWING HAS BEENICHECKED AND IS BUTYL RUBBER GASKET ELECTRICAL CONDUIT THROTTLING r r I---- APPROVED FOR USE IN CONFORMITY TO CONTROL PANEL VALVE MM �_ RUBBER PIPE CONNECTOR WITH THE CONTRACT DOCUMENTS. 0 Inlet Outlet DATE: FL LINE 0 DISCONNECT FITTING NAME: M CONTRACTOR'S CERTIFICATION: 0 1(WE)HEREBY CERTIFY THAT THIS D 0 APPROVED FOR USE IN CONFORMITY 'n F e LAG FLOAT WITH THE CONTDRAWING HAS BRACT DOCUMENTS.EEN CHECKED AND IS D � F r- DATE: T NAME: mZ D Yf v r ALARM FLOAT CRITICAL DIMENSIONS Z Z = PUMP 5'-10�„ M LIFTING CABLE „ -n C_ 0 A S T A L P I P E L I N E H © '-s " a � D -_ 3 z'-2Y" C -4 m (631)369-4000 PRODUCTS CORP. © 2, ❑M C P.O. Box 575, 55 Twomey Ave. , Calverton NY 11933 ON FLOAT El s'-7Y„ ❑o C) � PRECAST CONCRETE NZ MONOLITHIC TANK Project: 'n • I HS-20 LOAD RATED PUMP al 91 O• 10' EARTH COVER:0.50-3.0 FT. 10 r Net*• Contractor: BASINAffli • OFF FLOAT TOLERANCES -"U •Tbw ' HYDROACTION AN500-C NITROGEN REDUCTION SYSTEM nl Precast Nitro Product: - en Reduction Unit yWEIGHTS: 9 MAY VARY±�NOMINAL DE N LOENGTH FOR EANS ARE CH BASE hdrCtio BASE UNIT:12,250 LBS. DUPLEX COMPONENT. ROOF SLAB:4,100 LB. scale date dwn. by dwg. no. - SUBMERSIBLE PUMPS CHECK VALVES U.S. 11��,, None 9/26/16 D.O.R. HA-01R2 PA°'�°S )�0 fl WEm. y-... GM PENDING DUPLEX �•JMM PUMP 5-22-00 MOD STATION NTS N . SECTION^^- OUTLET vlEw ® MM PUMP COMPRESSER POWER CIRCUIT 120105 _-1 PGS9632 ri-N _ X11 CB1 M1 a L1 NX ___L_ Rx �, aLx x PAGE N U SPRAY 1 I PUMP > NT NMT N MOTOR PUMP RATINGS: `n 3/4HP ® 115V CB 2 M2 CSR 6 LOOPS 11 G 15.0 F.L.A. = aLK o ax BIX LN RP1 RECIRC UM? RATINGS: D_ NHT WHT PUMP 3/4HP @ 115V N MOTOR 15.0 F.L.A. CB3 M3 +I G axo--M__A N aL" �P MIXER UMP RATINGS: PUMP 3/4HP ® 115V ""T N MOTOR 15.0 F.L.A. 11 GC84 A + A CLASS•A• A MY Mr C1 COMP COMP. RATINGS: � CONCRETE FILL 4000 PSI 1/4HP 0 115V WHT TYPE II CEMENT N MOTOR 5.4 F.L.A. NOTE: ALL MOTORS ono MUST HAVE INTERNAL OVERLOAD PROTECTION. aw LR1-Q1 RM M1 MIT aw LR1-Q2 PINK M2 "T pNK A RECIRC RUNNING BLu LR1-Q3 M3 w"T PLAN G MIXER RUNNING STANDARD M.H.FRAME&COVER, MANHOLE NOTES: aw LR1 w1T FINISH GRADE TYPE'F'ADJUSTABLE CASTING ILR1-Q4 1- ALL MANHOLES SECTIONS #4 BARS @ 8' SHALL CONFORM TO A.S.T.M. aw REDI6 PLC INPUT O.C.E.W.BOTTOM / C-478,LATEST REVISION BLU AS-1 P�Ic STANDARD SPECIFICATIONS co i ADJUST TO GRADE WITH N.J.SHALE FOR PRECAST REINFORCED RUN AUD. RED BRICK&MORTAR(MIN-OF TWO CONCRETE M.H.SECTIONS. a�, 5 .- 6 � FORCE MAIN CALCULATIONS: ,, ALARM IY2.J COURSES&MAX.OF 15') ORGeRN PIPE MATERIAL: HDPE FRICTION LOSS(C):150 MANUF.IDENTIFICATION COVER 2. MANHOLE RISER SECTION TO HWA MUTE S.C.D.P.W.STD.M.H.STEPS BE FURNISHED IN 1,2,3,OR 4' PIPE LENGTH: 12 L.F.INCL.BENDS(WORST CASE TO WASTE PIPE OUTLET) CAST IN WALL (S-S.OR STEEL REINFORCED HEIGHTS AS REQUIRED. BUUTEST LOSS PER 100 @ 1 12': 12.T COPOLYMER POLYPROPYLENE) $ ALARM ELEVATION CHANGE: 5.4' 12'O.C. 3- MANUF.TO CERTIFY THAT O LIGHT (TYP.) CIRCUMFERENTIAL MANHOLES DELIVERED MEET TOTAL PIPE LOSS: 12.T X 12 L-F/100'=1.5'+5-4'=6.9' REINFORCEMENT 0.12 SQ.IN/FT. ALL REQUIREMENTS OF BLK RED "'T AREA OF PIPE: 1.52X(1r/4)=1.77 IIT OF HEIGHT S.C.D.P.W.SPECS. HEALTH DEPARTMENT APPROVAL STAMP GPM: 28 GPM @ 6.9 HEAD LOSS(SEE CHART BELOW) 1Y'cLEARANCE %'SQ.OR Y4'0 SELF 4. LOADING TO CONFORM T ENABLE VELOCITY: V=0.4085 X FLOW/AREA OF PIPE(2 FT.PER SEC.MINIMUM) (rrn-) SEALING BUTYL RUBBER AASHTO W20 LOADING BLO 1 n >�L ii PLC INPUT V=0.4085 X 28 GPM 11.77 Itf=6.46 FT/SEC>2 FT/SEC. 5. REBAR TO CONFORM TO ASTM USE A 1 12'HDPE FORCE MAIN3'-3'MAX. A-615-60 Fs--60,00060,000 PSI . OVERRIDE (TYP.) 4'OR 5' 6. WELDED WIRE MESH TO BLU 3 4 CSR I2 PLC INPUT CONFORM TO A.S.T.M.A185 Fs=65,000 PSI aLu "" INT` I4 PLC INPUT 5• 7. CONCRETE TO BE 4000PSI @ 28 TIME DOSE TA" I7 PLC INPUT DAYS REVISIONS � LJII VVII,m yo Pi ia�c � ... , myic Nna�c i 8. FLAT SLAB TOPS(NO JOINT) NOV BLU DEMAND �F /r�.- �. Pump Performance Curves MUST HAVE TOP&BOTTOM i ���F u0 219 +L 20 STEEL. i SPRAY I8 PLC INPUT ,p _- _ #2STEE 5 v PVC A L HOOP 9. REFER TO THE SCDPW a goo w �- -- 4� 2'(TYP.) 3140 SANITARY SEWER STANDARD AROUND OPENING(TYP.) ' 4 NOTES: FLOAT SWITCH TO BE RATED 2 AMP AT 120V MINIMUM. ~� m �I MAIN PANEL DISCONNECT MUST BE PROVIDED BY INSTALLER. W1 - ' ""`1G2o - -- _ _ _ _ _ DETAIL SHEETS FOR Wl 81 DASHED LINES INDICATE ITEMS NOT CONTAIN IN THE PANEL. -- .�I, -- ADDTIONALDETAILS.Plans are prepared byCondon Engineering,P.C. It is a violation of the New York State Education REQUIRED TORQUE FOR TERMINAL BLOCK SCREWS IS 16 in-lbs. ` so y� FLEXIBLE JOINT(TYP.) /. . 'ooo Law,Artide 145,Section 7209,for any person unless acting under the direction of a licensed FIELD WIRING MUST BE A MINIMUM OF 60'C COPPER WIRE. 20 s SClos 'KOR-N-SEAL'FLEXIBLE SLEEVE Professional Engineer,Architect,or Land Surveyor,to alter any item in any way.If an item bearing a 1Y' OR APPROVED EQUAL(TYP.) the seal of an Engineer,Architect,or Land Surveyor is altered,the altering Engineer,Architect,or CHANGES TOLERANCES DRAWN BY DATE ° ocovER (SEE DETAIL) Land Surveyor shall affix to the item his/her seal and the notation'Altered by'followed by hisRler F DECIMALS C. BARRICK 11/3/16 SCHEMATIC, ELECTRICAL SEE SCORING DETAIL signature and the date of such alterations,and a p S.C.T.M.: DIST. 1000 SEC.26 BLK.1 LOT.15.1 U.S.Gallons r Minute specific description of the alteration. E XXX *.005 Xx_ 10 MATERIAL SPECIFICATION: MONOLITHIC BASE SLAB D t 0FRACTIONAL SCALE: PART N0. «. R O.C-E. .TOP #4 BARS SECTION A-A SEPTIC PRODUCTS INC B ANGLES AS NOTED 120105 `ormance Curves .� .- 8 O.C.E.W.TOP Condon Engineering, P C , x/x� t.1/ea A x _stir FULL 5" _• t Scale:AS SHOWN , HENRY RESIDENCE 4 DIAMETER SANITARY SEWER MANHOLE2360 VILLAGE LANE 1755 Sigsbee Road ORIENT, NY OF N.T.S. Drawn by:JJC Mattituck, New York 11952 Date:7/1/2019 (631)298-1986(631)298-2651 fax www.condonengineedng.com SANITARY PLAN