Loading...
HomeMy WebLinkAboutWalker/McCall LLC ELIZABETH A. NEVILLE,MMC Town Hall,53095 Main Road TOWN CLERK P.O. Box 1179 Southold,New York 11971 REGISTRAR OF VITAL STATISTICS Fax(631)765-6145 MARRIAGE OFFICER Telephone(631)765-1800 RECORDS MANAGEMENT OFFICER www.southoldtownny.gov FREEDOM OF INFORMATION OFFICER FFICE OF THE TOWN CLERK TOWN OF SOUTHOLD TO: Southold Town Building Department FROM: Sabrina Born, Southold Town Clerk's Office DATED: October 6, 2016 RE: Cesspool Construction Application Transmitted herewith is a copy of application No. 4432C for a Cesspool/Septic Tank Construction Permit submitted by: Walker/McCall. LLC Please review the application and location map and advise if this office may issue the permit. Please complete the form below and return it to me. Thank you. I have reviewed the application and location map of the project cited above and make the following recommendations: APPROVE DISAPPROVE Comments: Final approval required from the Suffolk County Health Department Signature Dated �oSUFfot�-�, ELIZABETH A. NEVILLE �`Z� �Gy� Town Hall, 53095 Main Road TOWN CLERK o _ P.O. Box 1179 y Southold, New York 11971 REGISTRAR OF VITAL STATISTICS �s- ® �`� Fax (631) 765-6145 MARRIAGE OFFICER RECORDS MANAGEMENT OFFICER Telephone (631) 765-1800 FREEDOM OF INFORMATION OFFICER '� southoldtown.northfork.net OFFICE OF THE TOWN CLERK TOWN OF SOUTHOLD SOUTHOLD WASTEWATER DISTRICT APPLICATION CONSTRUCTION or ALTERATION PERMIT CESSPOOL or SEPTIC TANK Residential @ $10 or Non-Residential @ $25 _ Application No. � a Permit No. Applicant Name Walker/McCall, LLC Applicant Mailing Address 1 301 5 Main Roars PO Roar 14249 Matt;turk, NY 11952 Septic Tank or Cesspool X Brief Description of Proposed Construction or Alteration New wholesale winery Y Location of Proposed Construction/Alteration: Owner of Property: Walker/McCall, LLC Owner Mailing Address: 13015 Main Road PO Box 1424, Mattituck, NY 11952 Owner Property Address: 22600 Main Road, Cutchogue, NY 11935 Name and phone number of contact person Abigail A. Wickham 631 298-8353 Tax Map No: Section 109 Block 1 Lot 38 Cross Street Moores, Lane N®TE: LOCATION MAP MUST BE SUBMITTED WITH APPLICATION. NEW CONSTRUCTION REQUIRES SUR"VE WI'S'H HE TI DEP RTMENT APPROVAL 10/5/2016 Sign ire of Applicant Date Received by: COUNTY OF SUFFOLK STEVEN BELLONL SUFFOLK COUNTY EXECUTIVE DEPARTMENT OE.HEALTH SERVICES JAMES L. TOMARKEN, MD, MPH, MBA, MSW Commissioner PERMIT C"ONDIT- IONS Health Services Deference# G j C,- j 6_ Project Name The attached plan, when duly signed by a representative of the department, in conjunction with these conditions, constitutes a permit to construct a water supply and/or a sewage disposal or collection system for the property as depicted. The applicant should take note of any conditions of approval, which may be' indicated on the plan or enclosed herein. Construction must conform with applicable standards including "Standards for Approval of Plans and Construction for Sewage Disposal Systems forOther than Single Family Residences." Omissions, inconsistencies or lack of detail on the plan do not release the applicant from the responsibility of having the construction done in conformance with applicable standards. Issuance of this permit shall in no way relieve the design professional of responsibility for the adequacy of the complete design. The permit (plan) expires three (3) years after the approval date. Any modification which may affect the proposed sewage disposal or water supply systems requires submission of a revised plan and additional fees (if applicable) for reapproval prior to construction. No inspections will be performed by the department on expired pen-nits. Permits may be renewed, extended, transferred, or revised in accordance with the procedures described in Instructions to Renew, Extend, or Transfer an Existing Permit for Other than Single Family(Form �16�-081)a It is the applicant's responsibility to call the department in advance to arrange inspections of the sewage disposal and/or water supply facilities prior to backfilling, These include inspections of the sewage collection and disposal systems, water supply system components and piping, and final grading as shown on the approved plans. In certain cases, inspections of the soil excavation may be required to determine the acceptability of the soils for sewage disposal systems. The department must be notified at least 48 hours in advance to schedule an inspections by calling 852-57549 and excavation inspections roust also be confirmed by calling 852-5700 prior to 9°30 a-m, the morning of the inspecti®no Article V71 of the Suffolk County Code, "Septic Industry Businesses," requires that all installers of septic systems within Suffolk County shall possess a valid license from the Suffolk County Offce of Consumer Affairs. This of rce can refuse to perforin inspections or grant final approval for the construction of projects that are installed by an unlicensed individual, It is, therefore, in your best interest to utilize a cesspool contractor with a valid license to avoid substantial delays in your project. Final approval issued by the Department is necessary prior to the occupancy of new buildings, additions to existing building's, or for the use of sewage disposal or water supply systems. SEE PAGE 2 WWM-016 (Rev. 10/02/06) Page 1 of 2 HD def. No. Ci0-( Project Name f)qC Cri� CONDITIONS FOR OBTAINING FINAL APPROVAL OF CONSTRUCTED PROJECT As a condition of this permit to oonstract, the following iterns must be completed as a miniimuin, prior to building occupancy and use of the sewage disposal system or water supply facilities. For further information concerning this, refer to Instructions For Obtaining Final Health Department Approval Of Constructed projects For Other Than Single Fanuly Residences (Form WWM-19). ❑] Bxcavation Inspection by the Office of Wastewater Management prior to installation of any leaching pools to daermine acceptability of sails. (Call 552-5754 to schedule an inspection and confirm by calling 852,570.0 prior to 930 a.m., the morning of the inspection.) Satisfactory inspection by Office of Wastewater Management of the sewage disposal system / sewage treatment system, (Call 852-5754 to Schedule an inspection.) Satisfactory inspection of the water supply system by: Office of Wastewater Management(Call 852-5754 to schedule an.inspection.) Office of Water Resources, Water Quality Unit (Call 852-5810 for inspection.) ❑ Satisfactory inspection by the Office of Pollution Control (Call 854-2502 for inspection.) [❑ Storage tanks C❑ Cltlxer; ❑ Application for a Food Permit to the Food Control Unit (Call 852-5873 for instructions.) ❑ Four (4)prints of an As-Built plan "Tap letter" from water district Lot�q 1.-c�-#- H 0 Certification from the licensed sewage disposal system installer [� "S-9 form" from Suffolk County Department of Public Works (SCDPW) ❑ Sewer district approval of sewer line installation (for other than SCDPW districts) ❑ Well drillers certificate ❑ Water analysis ❑ Certification of Sewage Disposal Systern.Abandonment (form WWM-080) Design Professionals Certification of Constructed Works (form WWM-073, enclosed) for: ❑ Sewer lines and sewage collection. system ❑ Retaining walls (approved as part of the sewage disposal system) ❑ Sewage pump station/valve chamber ❑ Sub-surface sewage disposal system ❑ Sewage treatinent plant ❑ Water supply system ❑ Abandonment of Preexisting sewage disposal system, and/or water supply Other: ❑ Other: _ WWM-016 (Rev. 10/02/06) Page 2 of 2 8'OF 6" L7 PVC(SDR35) a @ 2.000%MIN. d < TO SEPTIC TANK -G VARIES Oso iE=13.80 t I IE=14.00 0 IYOF4" O q1 PVC(SDR35) b O PROVIDE CAST IRON 30 ELBOW 5EWER PIPE IE=13.30 Q @ 2.000%MIN. HOUSE TRAP MONOLITHIC 60 INYE I T 10'MIN. 1500 GAL GREASE TRAP CLEANOUT DETAIL SAN I TAR*`( 5"(5TEM NO.I (SA!5E TRAF ;^o n.q-ol-you FOR AREAS NOT SUBJECT TO VEHICULAR TRAFFIC 3 PROVIDE CLEAN OUT @ 0 FACE OF BUILDING a .�I ENTRY LEVEL RIM EL=27.60 FFEL=29.50 X lov 0 N ¢ RIM EL=26.75 _ N SAN F T��T HOLE DATA �- ----- I� _ { SYSTEM o BY LAND,AIR,WATER --- i ENVIRONMENTAL SERVICES, INC. 20" DATE: JAN.21, —MIN.— 20" �. MIN. 3 B-1 0.0' EL=26.83 BROWN SILTY SAND (SW) FINE z_ MECHANICAL TRACE OF GRAVEL U) Q ROOM 2.0' Z SM SW) BROWN/LIGHT BROWN SILTY SAND Z BSMT LEVEL ( / FINE/MEDIUM O_ U) FFEL=18.00 TRACE OF GRAVEL 4.0' 0 � U a w ® F� E Lo 0 o N LIGHT BROWN SILTY SAND SW MEDIUM TO FINE �.------- --- --- - ( ) TRACE OF GRAVEL I IF-14.00- LOT IE=13.80 IE=13.30 I.00 l 0.50' TOTAL OF 2 POOLS E=13 �L 10'OF 4" PROVIDE CAST IRON Q w 5' IIIA. x 6' DEEP 22'OF 4" 0 p,33 PVC(SDR35) HOUSE TRAP O =300 5PaWA PVC(SDR35) Q p"67'� @ 2.000%MIN. o w �-6AFFLE a > @ 1.000%MIN. 24.0' GW EL-2.83 U (TYP) W LIGHT BROWN SILTY SAND IN WATER u- O.6 f' (SW) MEDIUM TO FINE w BOT EL=7.08 TRACE OF GRAVEL zo 30.0' 8'MIN. �-�- e•oo' 10'MIN. 1200 &AL. SEP"i IC TANK z 7 HIGHEST EXPECTED GW EL=2.8 SAN I TAR®( 5Y5TEM NO, J- (d f� (1)UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY 15 A M01-ATION OF SECTION 7209 OF THE NEN YORK STATE EDUCATION LAY/.(2)DISTANCES SHOWN HEREON FROM PROPERTY LINES TO EXISTING STRUCTURES ARE FOR A SPECIFIC PURPOSE AND ARE NOT TO BE USED TO ESTABLISH PROPERTY LINES OR I INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY,GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON,AND TO THE ASSIGNEES OF THE LENDING INSTITUTION.CERTIFICATONS ARE NOT TRANSFERABLE TO ADDITIONAL INSTI PROVIDE CLEAN OUT @ FACE OF BUILDING ENTRY LEVEL FFEL=29.50 X RIM EL=26.75 RIM EL=27.00 N Q x RIM EL=26.75 X u? N N Q N W 20" ci 20" c�i MIN.~ 20" MIN. MIN. MECHANICAL ROOM BSMT LEVEL K FFEL=18.00 - J O 0 � J = p - x J w p FROM GREASE TRAP W-_._._.___.___.-__.._-......--------._._..---_----.__._-- o IE-13 14 N _. w 1 IE=13.72 J C ____.____.._._.__.___._._..._...__--___. _-- PROVIDE CAST IRON IE=12.64 I.00' 1 0.50' IE=13.14 HOUSE TRAP IE=12.24 -N -L- 29'OF 4" w O 0.33' PVC(SDR35) IE=11.91 IE=11.99 > " Q ob-T ° w 1- S 40'OF 4BAFFLE @ 2.000/o MIN. y > 8'OF 4" __._._-w_a.------_.---------------.____------.._---.--..__._.._ _..--- PVC(SDR35) U I= PVC(SDR35) LL p @ 1.000%MIN. _.___ - LL w _.._- .._ ._. ____.___ _e. _..�._ @ 1.000%MIN. w D15TRIBUTION (TMP) w p L5AG1fIN6 POOL (TYP) `D LEACHING POOL 8'MIN. 8'MIN. 10.00' 10'MIN. BOT EL=5.91 2000 6a,L. SrzPTIG TANK zSANITARY SYSTEM NO.1 X23.43 TOTAL OF 5 POOL5 10' DIA. x 6.0' DEEP = 565 5P5WA m HIGHEST EXPECTED GW EL=2.8 PROVIDE CLEAN OUT @ FACE OF BUILDING 5AN(TARP NOTE5 23.71+ I.ALL CONSTRUCTION TO BE IN ACCORDANCE WITH SUFFOLK RIM EL=27.60 COUNTY HEALTH DEPARTMENT SERVICE REQUIREMENTS. I ENTRY LEVEL 2.ALL COVERS TO BE HEAVY DUTY OA57 IRON FRAME AND LOCKING I FFEL=29.50 COVER CAMPBELL FOUNDRY PAT.# 10070 OR APPROVED EQUAL. 3.ALL STRUCTURES TO BE PRECAST GONGREI E 4000 P51. 4.ALL PRECAST CONCRETE SLAB5 6 PRECAST CONCRETE COVERS SHALT_BE HEAVY DUTY TRAFFIC BEARING PRODUGT5. 5.BOTTOM OF LEACHING POOLS SHALL BE PLACED A MINIMUM OF 3 FEET ABOVE HIGHEST EXPECTED(5ROUNDWATER. 24.1 7 - 6.THE MAXIMUM P15TANCE FROM FINISHED GRADE TO TOP OF 20" 5LA55HALL BE 2.5 FEET. MIN. - V `i.LEACHING POOLS 5HALL HAVE A MINIMUM 3 FOOT COLLAR � OF GLEAN SAND. b.EXCAVATION FOR LEACHING POOL5 MU51"PENETRATIH A 24.06 MINIMUM n>=h;:"F-FT IN-re) A VIRF,IN STRATA nF iAWr) A (�,RAVR 25.84+ I I,' I 21.78 21.59 09 —23— �\ ENGINEERS OrRTIFICATION — - ._-C"",?,✓ —;�a.P- •1,_�-•:-I. main-c�.,m . 26.72 + 26 ._ o e 1 HEREBY CERTIFY THAT THE WATER 5UPPLY(5) AND/OR SENAGB 0 26, - - -O ^- \ ;. DISPOSAL SY5TEM(5) FOR THIS PROJECT WERE DESIGNED BY ME I r n ;' t OR UNDER MY DIRECTION. BASED UPON AGA THOROUGH a STUDY OF THE SOIL, SITE AND GROUNDWA LL FACILITIES, AS PROPOSED, CONFORM TO DEPARTMENT OF HEALTH 5ERVIGES CON- X4.5 IN EFFECT AS OF THIS DATE. G"" ® 26. f ; O a' y' , ; J v HOWARD K YOUNG, N.Y.S. L.5. NO. 458-13n tI'; I THOMAS G. WOLPERT, N.Y.S. P.E. NO. 61455 FE DOUGLAS E. ADAMS, N.Y.S. P.E. NO. 808-17 X7.00 ` 2" DOMESTIC I 'SIDI 6AL_r, i • LINE �� � ��� c i 5UR\/E`(OR 5 CERTIFICATION 25.71 / L.i� �� �2g > >'� ' �C�i �f ., LP `, I _�� J " o I HEREBY CERTIFY THAT THIS MAP WAS PREPARED UTILIZING BOUNDARY AND TOPOGRAPHICAL SURVEYS MADE BY US AND/OR �v UNDER OUR DIRECTION. I C. 0 EN:f ���ttt d 1.._ ✓ ' y � 1t� t �� 1 �� e�� `` 29'00 a 'j�\ OSIER-RUI�('� . i �(S r � LF I r -� - a i U6,EL ' �, 1 ST I v HOWARD K YOUNG, S. L.S. O. 458-13 ' z =� L o __ � V) I n o 5T 20 I .21 ;� 27 "love line" � SANITARY IN NER°( SYSTEM N®.2 9a 4 = � HYDRANT MaCALL OUTS DING &T GRANITE a - \ �iIJtGI'lOU UP, T®Wn Of Southold �� \ PAVER `I ,' GRASS EL=41.75 <' �\ , ( Suffolk County New fork ° VqATER 5UPPLY 4 5ENA(9E D I SP05AL PLAN 29.00 -28.50 Q� t I County Tax MOP District 1000 Section 10CT Block OI Lot 58 o locoloq i 7+2 75 12g I -4 1 � t�C ® 15AP PREPARED JUN. II, 20 E 0 0 TEST i0 /BORING � � <� � 11 Rei®rd of Revisions / \ / �� �` - 2 7.13 / t (�i t� -r #B-1 �� O , �? REVISION DATE GAS MULTIPLE SEP. 16, 2015 AMEND LIGHTING NOV. 06, 2015 U pDTESSIGN PARK NGMENT NOTE 5CDH5 — NOV. ID, ,2015 JAN. 1-1 2_016 UPDATE ARCH, NYS DOT 5GDH5 -� -�-- JUN. IU 2016 LLJ SGDHS NOIA#4 — --- — -- \ ?9 1 AUG. 15, 2016 0 ROOF O O 10 20 I m 40 60/ I��.A I N \ � v I - TOP 1 Cr.rir. i° :E5.(S)COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR EMB055ED SEAL SHALL NOT BE CONSIDERED TO BE A VAUD TRUE COPY.(4)CERTIFICATION BSEQUENT OWNERS. (5)TiE LOCATION OF WELLS(W).SEPTIC TANKS(ST)&CESSPOOLS(CP)SHOWN HEREON ARE FROM FIELD OBSERVATONS AND OR DATA OBTAINED FROM OTHERS. 0.12 0* 400 Ostrander Avenue, Riverhead, New York 11 tel. 631.727.2303 fax. 631.727.0 �- �r ®.✓ 6---- 9 admin@youngengineering.c 0. /2 21.66 el ` 21.77 � � ®— 20--79HowardW. Young, Land curve y f �. " F / ® SQ�P p Thomas G. Wolpert, Professional i-nglne 21.46 0���� Douglas E. Adams, Professional EnginE INNARobert G. Tact, Archin 1.10 2.52 y "` ✓'' 21.50 23. 7 >� �0 21. 621 X2.59 �924. ®' ✓ ,, ff" �� 2 r — 20' OF 18"WDFE L!-2 Com? 1.000% {— � z Fw; lu —24 LF#1.0 �-- 5 FOOLS (— / ,- 's✓` / ° ���' / r �� �IO'DIAx 10' DEEP lu X 0 / -' / I ➢ E30T OF LF=6.80 ;? _ ( C , fl0 1 0 22.50 \ v�����10� / / / ", u -�,c ° 72 �o / 24 t� ` 15 lu U tRASH ENOL. \ < . IL o � � �- -4- �- / \ \ z a 13 STO � + C) i SIGN V 25 97 2 • ��- 25.80 .\ I W. d 1 � POST Q �' y pp 125.4 l V �� '�c�� r ( lVA'f rPFe LIN S C� 4 r` ��� LINE(S) t IBE i hk';P E 0 i;-C� C. �l "i s , / -j coo jcoo V I1 E"r/1,FUD 69 s v :N O O O OI C O N O� 3 O O 1 O O W J O 3 0 E ci I 0 N O� Q Q r 0 J a U Q D s EXISTING WELL 'T EXISTINS 2 STORY ;�� FRAME HOUSE LG :Gt `V0 n q �< °v 0 EXISTINS Cal E3ARNS q/� 4f 0� CO17, Ao �c 2 ` � \ \00 E 00 EXISTING IE SANITAF G1„� ®,•® SYSTEM Y VINEYARD 4' FARM ROAD s6p.40 8z X6.81' L7 411. t �r 690 ND TO THE ASSIGNEES OF THE LENDING INSnTU`UON.CERTIFICATIONS ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS. (5)hE LOCATION OF WELLS(W),SEPTIC TANKS(ST)&CESSPOOLS(CP)SHOWN HEREON ARE FROM FIELD OBSERVATIONS AND OR DATA OBTAINED FROM OIHEH� EX I STING KNELL EX I STI NO I STORY BARN WINE TASTING G 2 STORY TAX LOT 1000-101 i—I—40 AME HOUSE RETA I NEID PARCEL 0.94 ACRE SGWA TO EXTEND WATER MAIN WEST FROM 50UTHVWES7 / CORNER OF MAIN ROAD AND EXISTING ��$?�$0'30'� ® LINDEN AVE. FRAME N ���✓S �� 6o° BARNS �8 Vo 200' RADIUS FROM EXISTING WELL EXISTING WELL / EXISTING / FROFOSED SAN I TARRY 5AN 1 TARY SYS7EM5 SYSTEM FROFOSED WATER SERV I GE VINEYARD ,� FROJ CT 51 TE P OP05ED KNERN( TAX LOT 1000—I O l—1-58 V l NEYARD �� RETAINED NED PARCEL S6o4��96 0)0 �3 0$- L I BER 1260 PAGE 511: 1.84 ACRES EXI57IN6 WELL �� 00 FROM 5OUTHWEST CORNER OF MAIN r�:. ROAD AND LINDEN AVE. ern i' , ENGINEER'S CERT I F I G,4TI ON I HEREBY CERTIFY THAT THE WATER 5UFFLY(5) AND/OR StWr P15t-I /N � ✓ OR U DER MY DIPROJECT RECT ON. BASEDUPON A G�DESIGNED BYRC / xTNs� STUDY OF THE SOIL, SITE AND GROUNDWA f !� oN FAGILITIE5, AS PROPOSED, CONFORM TO �0 / DEPARTMENT OF HEALTH SERVIGE5 CONS, . T EXISTING WELL ��� EFFECT A5 OF THIS DATE. 1 �j/`0 0.�� V � E 0 PROP05ED WATER �Uq -'O 0 0 HOWARD W. YOUNG, N.Y.S. L.S. NO. 458a3n ���� / EXISTING WELL TO THOMAS G. WOLPERT, N.Y.5. P.E. NO. 61483 ,, +��`�i BE ABANDONED DOUGLAS E. ADAMS, N.Y.S. f. NO. 80a�i7 PORTION OF EXISTING WATER SERVICE TO BE ABANDONED / 5URVEYOR'S GERTIEIGATION ® I HEREBY CERTIFY THAT THIS MAP WA5 PREPARED UTILIZING PORTION OF EXI5TIN67 WATER / BOUNDARY AND TOPOGRAPHICAL SURVEYS MADE BY U5 ADA SERVICE TO REMAIN OTHERS. 0� �� 14-0 200' RADIU5 FROM ` _a ® ® \ EXISTIN& WELL ® / HOWARD W. YOUNG, N. .S. L.S. fi O. 458,13 i ''mow NERC° McCALL IIL IF EXISTING SANITARY SYSTEM TO REMAIN 5GDH5 REF�GOI-IO--0001 at Gutohougue, Town of Southold Suffolk County, New York BOUNDS 1® 5U VEY 1000l oct 01 1000 10� 01 County Tax Map District 1000 Section 116 dock OI Lot MAP PREPARED JAN. Icl SITE PLAN (TAX LOT 1000-10cf®1®40) REVISION Record of R.evisionr, mnu}-c�-�iem,q UPDATE ARCH, NY500T & SGDH5 JUN. 10 SGDHS NOIA#4 200 O 100 200 4.00 200' 400 Ostrander Avenue, Riverheo 'ew York 11101 tel. 631.727.2303 631.72"1.0144 5ANITAR ( DE516N CRITERIA $ CALCULATIONS admin�youngengineering.com 5ENA&E PE516N CRITERIA mm� at �l GROUNDWATER MANAGEPIENT ZONE = ZONE IV METHOD OF WATER 5UFF'LY = PUBLIC Howard W. Young, Land Surveyor TOTAL AREA = 86.17 ACRES Thomas G. Wolpert, Professional Engineer AREA SUBJECT TO DEVELOPMENT RIGHTS = 53.3Q ACRES Douglas E. Adams, Professional Engineer AREA OF RETAINED PARCELS (NOT FERTILIZATION nFENDENT) = 2.78 ACRES Robert G. Tast, Architect ALLOWABLE 5ANITAR"(FLOW (DENSITY) = 600 GPD/ACRE 600 GPD x 2.75 ACRES = 1,665 GPD Z>ENSITY CALCULA71ON EXISTING WINE TA5TIN(9BARN WINE TASTING: 45 OcCo 5 GPD./OCG = 240 GPD STORAGE: 752 5F @ 004 GPD/57 = 51 GPD FF PROP05ED WINERY WINE MAKING $ STORAoE INDU5TRIAL/5TORA6E: 5F® 0.04 GPD/5F = 676 GPD (Ni) WINE TASTING (PRIVATii 10 OCG @ 5 GPD/OCG = 50 GPD OFFICE: X145 SF g 0.06(5PD/SF = 57 GPD TOTAL PROPOSED FLO (DENSITY) = 1,054 GPD !;)E516N OALGULATONS SANITARY 5Y5TEM NO. I PROPOSED WINERY WINE MAKING s STORAGE f- INDU5TRIAL/S70RAGE:'6,Q12 SF @ 0.04 GPD/SF = 676 GPD WINE TASTING (PRIVATE," 10 OCG © 7.5 GPD/OCG = 75 GPD lulu OFFIGE: c145 5F (D 0.0E 6PD/9r= = 57 GPD TOTAL DE516N PLOW = SOS GPD '��:� pa' - y a 6REA5E TRAP (L 5�, s3 I !° ^ n Or REQ. 10 OCG ® 2.5 GPD/OCG25 GAL. c C = 1, USE 1 TANK 5' DIA. x LIQUID DEPTH = 1,500 GAL. �C) SEPTIC TANK �' " REQ. 505 GPD x 2 DFhYS —1 cs� o r c� r OP r ami 1,616 6AL. -. �, m °' - USE ( TANK 10' DIA. x4' LIQUID DEPTH = 2,000 GAL. w i Hca •` °c LEACHING POOLS _ c REQ. 505 GPD / 1.5 6F V/5.F. 53"-i 5.F.5.W.A. USE 3 POOLS 10' DIA;x 6DEEP = 565 5.F.5.W.A. PE5I GN CALC'iULATION5 SANITARY SYSTEM," NO. 2 gL 042 PROPOSED WINERY IL = WINE PROCESSING cj 4o a� 2 WA5H DOWNS/DAY @'200 GAL/WASH DOWN = 400 GPD p TOTAL DE516N PLOW = 400 GPDo U_ z ?� SEPTIC, TANK ® .5 � >p � ,, � o � s.. � Asa > REQ. 400 GPD x 2 I�YS = 500 GAL. ;� USE I TANK 8' DIA. x4'LIQUID DEPTH = 1,200 GAL. `® t ao w 41 LEACHING POOLS Pq zy REQ. 400 GPD / 1.5 6D/5.F. = 267 S.F.S.W.A. �e ws, may,^•n ° USE 2 POOLS 5 DIA.x b DEEP = 300 5.F.5.W.A. o O NOTE (NI) PRIVATE WINE'. TASTING IN BOARD ROOM. (N;2) THERE ARE NO KNC)NN PRIVATE WATER SUPPLY WELLS WITHIN 150' 0=1 THE PRGF05ED SANITARY 5Y5TEM5. WATER LINE(S) ,�i�,kk 1 BE iN3PECTEQ BY TttE I SUFFOLEC COUNTY DIEFT, OF HEALTH SERVICES. CImLL 852-=,()9:", ,RS ' ',Ur t �DVANCE, TO ocCHIEDULE SCWA TO EXTEND P,:`fER MAIN WEST FROM 5CUTHWE5T G,RNER OF MAIN ROAD AND LINDENAVE. 9 s ENGINEERS 01=RTIFIGION I HEREBY CERTIFY THAT THE WATER 5UPPLY(5) AND/OR StNAC-dE DISPOSAL SYSTEM(5) FOR TH15 PROJECT WERE DE516NED BY ME /N �x OR UNDER MY DIRECTION. BASED UPON A GA ROUGH STUDY OF THE SOIL, 51TE AND 6ROUNDWA , FAGILITIE5, AS PROP05ED, CONFORM TO DEPARTMENT OF HEALTH SERVIGE5 CONS T EFFECT AS OF THIS DATE. Lb X, � / PROPOSED WATER Y���Oj SERVICE ` G O HOWARD W. YOUNG, N.Y.S. L.S. NO. 458a3n fop E%ISTIN6 WELL TO THOMAS G. WOLPERT, N.Y.5. P.E. NO. �Z C� BE ABANDONED DOUGLAS E. ADAMS, N.Y.S. P.E. NO. 505ci7 PORTION OF EXISTING WATER SERVIC,E TO BE ABANDONED / 5IJRV=YOR'5 CERTIFICATION / �mmg.�jmu•, • I HEREBY CERTIFY THAT THIS MAP WA5 PREPARED UTILIZING PORTION GF EXISTING WATER BOUNDARY AND TOPOGRAPHICAL SURVEYS MADE BY US AND/OR BY SERVICE 70 REMAIN / OTHERS. -N; Yv t r !f' r�. ) i EX1571N6 WELL